The URL can be used to link to this page

Plans BU P 2008-00375/M EC2008-00574 GAP KIDS/BABYGAP 9348 SW WASHINGTON SQUARE RD City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 November 25, 2008 11 M RE: TENANT IMPROVEMENT `IGA t r Project Information Building Permit: BUP2008-00375 Construction Type: 2-B Address: 9348 SW Washington Sq. Occupancy Type: M Area: 4572 Sq. Ft. Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Provide the following items prior to issuance of this permit. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 4) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/GENERAL 1) This part of the mall is required to be smoke detected. 2) Please pull a permit for stock room shelving prior to final building inspection. The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the { door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 Y2 hours of illumination in case of primary power loss. (Sec. 1006.3) 1' FYI -Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination, when two exits are required, shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, I 40'4111r Dan Nelson Senior Plans Examiner (503) 718-2436 dann@tigard-or.gov City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 November 25, 2008 1$ r sr .. RE: MECHANICAL irteAwa',: Project Information ` " h Building Permit: MEC2008-00574 Construction Type: 2B Tenant Name: Baby Gap Occupancy Type: M Address: 9348 SW Washington Sq. Occupant Load: 126 Area: 4572 Sq Ft. Stories: 2 The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. The submitted plans are approved subject to the following. 1. Ductwork shall be supported in accordance with Sheet Metal &Air Conditioning Contractors National Association, Inc. (SMACNA) 2. Each appliance shall be provided with a shutoff valve separate from the appliance. The shutoff valve shall be located in the same room and within six feet of the appliance served. Access shall be provided to the shutoff valve. C409.5 OMSC 3. Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301.7 OMSC 4. Appliances shall be accessible for inspection, service, repair or replacement without removal of permanent construction. 306.1 OMSC 5. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 OMSC 6. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 7. Suspended-type unit heaters shall be supported by non-combustible elements that are designed and constructed to accommodate the weight and dynamic loads and shall be sway braced. 920.2 OMSC 8. Fire and smoke dampers shall be provided with an approved means of access, large enough to permit inspection and maintenance of the damper and its operating parts. Access points shall be permanently identified on the exterior by a label. Access doors in ducts shall be tight fitting and suitable for the required duct construction. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 9. Inspector may require additional sway bracing at the final installation inspection. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully,Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.com r 11/6/2008 RECEIVED 0 t . CITY OFT1, -II E,#;yam MASON STRUCTURAL CALCULATIONS FOR GAP (WASHINGTON SQUARE) 95qg 96-77-SW WASHINGTON SQUARE RD. TIGARD, OR 97223-4452 DESIGN LOADS (PER SHEET S2.4 OF THE EXISTING STRUCTURAL DRAWINGS DRAWN BY ENGLEKIPK PARTNERS CONSULTING STRUCTURAL ENGINEERS, INC. DATED 01/07/08): JOIST DEAD LOAD (INCLUDING SELF WEIGHT) = 25 PSF RTU LOAD (AT ANY PANEL POINT PER EACH JOIST) = 1000 LBS '�' r, , PPP DESIGN BUILDING.CODES: ; ` � CALIFORNIA BUILDING CODE 2001 AND ASCE 7-98 NOTE: . r.. THE PLATFORM IS NO LONGER NEEDED, PER THE ARC .� E 'U WEIGHT HAS NOT BEEN EXCEEDED BY THE NEW UNITS, THEREFORE THE FOLLOWING VERIFICATION AND DESIGN OF INDIVIDUAL MEMBERS IS STILL RELEVENT. CHANNEL SELECTION FOR UNIT SUPPORT SHALL BE BASED UPON THE FOLLOWING CALCULATIONS. NM 11/06/2008 BLA PROJECT NO. 208056 - - - , BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago .6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. 1 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. , - DATE / JOB NAME 61-19 — VV1:77I-t-IN 4; --f-,--,,,,ej _---,.c.t f /1--g'..E: COMPUTED BY A///1 SUBJECT CHECKED BY C / 0 r :7,-,--Y 7 N(.:::-, L...':,--yr-ft_i „;',- ,,-;----,:,12-.,,,,,-25----- p/C7 ,A,L---..--;..-/ kc(77 . /4--- .,.-i _ , . W21x44 .._ ..— —H — — , rr .......... ,......... Cl W21x44 /,.. 0 0 / 1 0 Dv ,,, ,/ 0 .-,L. ,, .. _ * co I co I Cl) &) ■ c.4 cv , XI x 1 - x 1 1 I co co co o - to r. x _CNI NEW W8 10 1 -cni , i . i NJ 1 . ,1 101100. \ -1. 1 ri-rZil Ai._012 1---Lcc,,E,FLF-1-7,1 ---,NEW W8x10 =,PLATFORM & AH.0 BELOW (SEE tvIECH (AHU) DWGS FOR LOCATION & - 1 .ELEV) 1 '"--: 9E"--, `--LVf MAX WGT = 1823# . ,/ --- -r- \ ' r ) , si ____..4 ' ''''' Vil t____. ------ ..,9*1'72•-:- '.'''_'f.) ,":-:---- -r-T2--t'',F,', ‘1,1';:::)77--:-f,--- :-:::,.:•,:`,cIF- ' I; J t v.,: ' .1.: '----:-;,-,:',..-.-- :, •,,, ,:-.-, --,••-...,'a,; ', ___,----' -.._ — -7-,,--,,,,--a.,4- i ' -----— --71 {-f-e 1:2) (X i--5) , sr ) Ph BARRY LEVIN & ASSOCIATES, Inc. . JI; STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. "---__")-L• ----) ----/` DATE lo l/4--/.9-8 ,,- 7, „it JOB NAME L7:71.1-1-d - 'IN t7.7) N 6 7----TV:1 -7'r t f 1.-" ,=/' COMPUTED BY. ,A.Mi - CHECKED BY 'SUBJECT _ _ _ _ _• , — ,,,./' L A - ( -,/' 0 r ' 7,: 7 Air if L ,,4-, , -, I,- ,- , ' >,3 1,-A.,-.1 ,;,”' .--,-,11--;,'''''C.." IV C.7 /1/2.7.2 d4,/ Afil lk_ / . 1177 AAT -/ (0.--- W21x44 , I I gr. .' CO 0 .. .. . ' . W21x44 1 r! I' V i Of 7-D'r --. _ ..... — V Ce) (0 CO (0 I ' . 'V N N X X - X I CO (0 (0 , 0 - NEW -W8 10 in 1 I • - . cn i 1 . V. 1 rr cli01 . , 1 r 0,0Pwror lir J.4 rHAf.4*+/ ' Ad 4 414. 4, r- ....... _\ 3 1?I" -t-I A-L Zild PI OOK_PLf4t4.It—N EW W8x 10 1 ---'‘ , ,• - :PLATFORM ?It AHU ( U) \ . 1BELOW. (SEE MECH : ' 1 . AH DWGS':FOR LOCATION &' 1 - C-;...-.'r--11--.....-; vg-r'.., MAX WGT , = 1823# V • , V V V i-----------i ii 7.: 15' , 5';.:..--:: ,-,:,:,---- -TF,! ,,--7-7,....2 ,!/ A/1,A1_2 , VI 11 X'30 li V ' -- -t•F.T1-. /41 Tilr.pfilj ___,4---7-7 (_)?6,5 . ..„ - ... w i (2,a,, it_r:- e3 iz..,-,i ,,,/, 7,47-7-j)sr, -4-------, ;.--...L..._ FilGravity Beam Design RAM SBeam v3.0 GAP - Washington Square RAM Project No: 208056 , INTEEN.ArK:6.r'.L Licensed to: Barry Levin& Associates-GA - 10/14/08 12:40:5: ' STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (29.46,0.00) Beam Size (User Selected) W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 29.46 Distance to Adjacent Beam on Left (ft) = 10.0 Distance to Adjacent Beam on Right (ft) = 10.0 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.00 3.00 Unit weight concrete (pcf) 110.00 110.00 fc (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.0VL VULCRAFT 2.0VL beff(in) = 88.37 Y bar(in) = 15.94 Seff(in3) = 52.35 Str (in3) = 65.66 leff(in4) = 669.33 . Itr(in4) 1020.54 Stud length(in) = 4.00 Stud diam (in) = 0.75 Stud Capacity (kips) q = 7.2 # of studs per stud segment: Full = 17,32 Partial = 6,10 Actual = 6,10 Number of Stud Rows= 1 Percent of Full Composite Action= 26.20 Top flange braced by decking. , POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL CLL Top Bottom 10.250 0.46 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL ' LL CLL 1 0.000 0.026 0.026 0.000 0.000 29.458 0.026 0.026 0.000 0.000 2 0.000 0.300 0.000 0.750 0.000 29.458 0.300 0.000 0.750 0.000 SHEAR: Max V (DL+LL) = 16.15 kips fv = 4.30 ksi Fv= 17.89 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp+ 2.8 14.8 0.0 1.00 0.89 33.00 0.89 33.00 Max+ 119.1 14.6 --- --- Mmax/Seff 27.29 33.00 --- --- Mconst/Sx+Mpost/Seff 27.53 45.00 --- --- Controlling 119.1 14.6 --- --- 27.29 33.00 --- --- fc (ksi) = 0.53 Fc = 1.35 ElGravity Beam Design -4 RAM SBeam v3.0 GAP - Washington Square RAM Project No: 208056 INTERNATORAL Licensed to: Barry Levin& Associates-GA 10/14/08 12:40:52 REACTIONS (kips): Left Right Initial reaction 0.38 0.38 DL reaction 5.10 4.96 Max+LL reaction 11.05 11.05 Max+total reaction 16.15 16.01 DEFLECTIONS: Initial load (in) at 14.73 ft = -0.051 L/D = 6969 Live load (in) at 14.73 ft = -0.655 L/D = 540 Post Comp load (in) at 14.73 ft = -0.935 L/D = 378 Net Total load (in) at 14.73 ft = -0.986 L/D = . 358 Load Diagram �- RAM GAP GAP -Washingtov3.0 n Square RAN Project No: 208056 7,7777 I Licensed to: Barry Levin & Associates-GA 10/14/08 12:40:3: , Span information (ft): I-End (0.00,0.00) J-End (29.46,0.00) P1 Load Dist DL `LL+ LL- Max Tot ft kips kips kips kips P1 10.250 0.456 0.000 0.000 0.456 ft k/ft k/ft k/ft k/ft W1 0.000 0.326 0.750 0.000 1.076 W2 29.458 0.326 0.750 0.000 1.076 El Gravity Beam Design Go RAM SBeam v3.0 GAP -Washington Square , RAM Project No: 208056 INTERNATIONAL Licensed to: Barry Levin& Associates-GA 10/14/08 14:33:30 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0:00) J-End (29.46,0.00) Beam Size (User Selected) = W12X30 Fy = 50.0 ksi Total Beam Length (ft) = 29.46 Distance to Adjacent Beam on Left (ft) = 10.0 Distance to Adjacent Beam on Right (ft) = 10.0 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.00 3.00 Unit weight concrete (pcf) 110.00 110.00 f c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.0VL- VULCRAFT 2.OVL bell(in) = 88.37 Y bar(in) = 12.75 Seff'(in3) = 53.97 . Str(in3) = 65.48 leff(in4) = 566.58 Itr(in4) = 812.53 Stud length (in) = 4.00 Stud diam(in) = 0.75 Stud Capacity(kips) q = 7.2 # of studs per stud segment: Full -- 19,32 Partial 7,14 Actual = - 7,14 Number of Stud Rows = 1 Percent of Full Composite Action= 28.86 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL CLL Top Bottom 10.250 0.46 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL CLL 1 0.000 0.030 0.030 0.000 0.000 29.458 0.030 0.030 0.000 0.000 2 0.000 0.300 0.000 0.750 0.000 29.458 0.300 0.000 0.750 0.000 SHEAR: Max V(DL+LL) = 16.20 kips fv= 5.07 ksi Fy= 20.00 ksi MOMENTS: Span Cond Moment cr Lb Cb Tension Flange Compr Flange kip-ft ft ' ft fb Fb fb Fb Center PreCmp+ 3.2 14.8 0.0 ' 1.00 1.01 33.00 1.01 33.00 Max + 119.5 14.6 --- --- Mmax/Seff, 26.57 33.00 --- --- Mconst/Sx+Mpost/Sef' 26.85 45.00 --- ___ Controlling 119.5 14.6 --- --- 26.57 33.00 --- --- fc (ksi) = 0.64 Fc = 1.35 Gravity Beam Design RAM SBeam v3.0 GAP -Washington Square RAM Project No: 208056 INTERNATIC L Licensed to: Barry Levin& Associates-GA 10/14/08 14:33:35 REACTIONS (kips): Left Right Initial reaction 0.44 0.44 DL reaction 5.16 5.02 Max+LL reaction 11.05 11.05 Max+total reaction 16.20 16.06 DEFLECTIONS: Initial load (in) at 14.73 ft = -0.073 L/D = 4814 Live load (in) at 14.73 ft = -0.773 L/D = 457 Post Comp load (in) at 14.73 ft = -1.105 L/D = 320 Net Total load (in) at 14.73 ft = -1.179 L/D = 300 Load Diagram RAM SBeam v3.0 GAP -Washington Square (INTERNATCI,AL Licensed to: Barry Levin& Associates-GA • 10/14/08 14:33:5( Span information (ft): 1-End (0.00,0.00) .y-End (29.46,0.00) 11 v � VW Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 10.250 0.456 0.000 0.000 0.456 ft k/ft k/ft k/ft k/ft W1 0 000 0 3-;0 () 7S0 n nnn 1 nRn W2 29.458 0.330 0.750 0.000 1.080 , B BARRY LEVIN & ASSOCIATES, Inc. • STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. 6 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. , DATE JOB NAME ',-)/(1--P — kv f-,7,4--,c r(-2,7"--0,P,1 ,2 .:!/,,-TrEI..E COMPUTED BY -- SUBJECT CHECKED BY F----r ir ./."2 ,7:-:,--,„rs'• i) , a0 Ci.0 , I • . 20'-0" / 14:-8" I EXIST FLOOR FRAMING W14x22 W14x22 ML - ,-------, W14x22 W14x22 — - i Or .0° W14x22 ej W14x22 Proy fir AHU d- 0 W W14x22 W14x22 -4. . I cv t- b MAX WGT . rirr • • to = 1174# / — W14x22 AA . W14x22 W14x22 - W14x22 • — r % •■••••■■• W 18x45 ' \ — ip-_.....- ___ trAmi / : . -t W18x45 \--- - t7 .-- ,I \i, ,Iv ), y1( 3: i i. X i; ,47...---p T c-_- A-:;, c,,,4---„ ( 1 ) Fil .Gravity Beam Design RAM SBeam v3.0 GAP - Washington Square RAM PEAIAL Project No: 208056 Licensed to: Barry Levin& Associates-GA 10/14/08 14:21:04 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W14X22 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 6.0 Distance to Adjacent Beam on Right (ft) = 6.0 COMPOSITE PROPERTIES (Not Shored): , Left Right Concrete thickness (in) 8.50 8.50 Unit weight concrete (pcf) 110.00 110.00 fc (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type • VULCRAFT 1.5VL VULCRAFT 1.5VL bell(in) = 60.00 Y bar(in) = 17.56 Seff(in3) = 60.16 Str(in3) = 80.29 leff(in4) - 865.04 Itr(in4) = 1295,22 Stud length (in) = 4.00 Stud diam (in) = 0.75 Stud Capacity(kips) q = 7.2 # of studs per stud segment: Full = 13,25 Partial = 4,9 Actual = 4,9 Number of Stud Rows = 1 Percent of Full Composite Action= 29.30 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL CLL Top Bottom 6.667 0.30 0.00 0.00 0.00 No . No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL CLL 1 0.000 0.022 0.022 0.000 0.000 20.000 0.022 0.022 0.000 0.000 2 0.000 0.504 0.000 0.450 0.000 20.000 0.504 0.000 0.450 0.000 SHEAR: Max V(DL+LL) = 9.96 kips fv =3.16 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp+ 1.1 10.0 0.0 1.00 0.46 24.00 0.46 24.00 Max+ 49.8 9.9 ' --- --- Mmax/Seff 9.94 24.00 --- ___ • Mconst/Sx+Mpost/Seff 10.17 32.40 --- ___ Controlling 49.8 9.9 --- --- 9.94 24.00 --- ___ fc (ksi) = 0.24 Fc = 1.35 a, .1 Gravity Beam Design `/ rifivRAM SBeam v3.0 GAP - Washington Square RAM Project No: 208056 .INTERNATC4,AL Licensed to: Barry Levin& Associates-GA 10/14/08 14:21:04 REACTIONS (kips): Left Right Initial reaction 0.22 0.22 DL reaction 5.46 5.36 Max+LL reaction 4.50 4.50 Max+total reaction 9.96 9.86 DEFLECTIONS: Initial load (in) at 10.00 ft = -0.014 L/D = 17421 Live load (in) at 10.00 ft = -0.065 L/D = - 3716 Post Comp load (in) at 10.00 ft = -0.140 L/D = 1716 Net Total load (in) at 10.00 ft = -0.154 L/D = 1562 ritM Load Diagram /2- R:AM SBeam v3.0 GAP -Washington Square RAIN Project No: 208056 INTERNATKd'.AA Licensed to: Barry Levin& Associates-GA 10/14/08 14:21:14 Span information(ft): I-End (0.00,0.00) J-End (20.00,0.00) P1 W V12 \\\\ Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 6.667 0.300 0.000 0.000 0.300 ft k/ft k/ft k/ft k/ft W1 0.000 0.526 0.450 0.000 0.976 W2 20.000 0.526 0.450 0.000 0.976 BARRY LEVIN & ASSOCIATES, Inc. • STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago JS 6675Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com >-, F, -, JOB NO. -�<=` : B NAME �. Sit��C�f f� - "; IV:r.- ' JO •COMPUTED BY - -- --- - - _.._---- SUBJECT CHECKED BY f\=✓ /)f/L/ f .•+`° tom-- yy i £ , \ . f • \I 1 -'- ..,._ I?) �r . — ?;jam '' ,I--_ 5 'Ts/ ✓t 7,--- t ' s cam- - j: r -_ {'..411- :�A t'�£t 't(1!� �}r" r-- ? ..:% �/, /,. ,/ 1'' R r- y<l la,iV, :7T;a s f,'. \L.�F 3 T8 �......_ t ` .. /W `—�—"e 4 ti' aft'-1 �' -2—,---7, k- - I,i� i v+— TYP BEAM TO BEAM/GIRDER CONNECTION ItT 1L . . No SCALE .-. .. . .0.1.,• • I. BARRY LEVIN & ASSOCIATES, Inc. - STRUCTURAL ENGINEERS A Pa Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. lit Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. ('"-f...5'e.:0'' DATE / ")F f`{ 01 _ B ,4 YOB NAME -' ASi �.� . �; 'Y. COMPUTED Y-. - ` ----- - - - CHECKED BY ck X. . . ' � t +I r e S! ' . -! /. ,{,� /, r-L i,--- . fl i •4.• t tE.+ 1r• %^' ,,�t Cf' t t r ra 1 -52-5- Ems'-',.t,--;, 41 1 F i r 1 .nay i .' ct r n �i 1 S t' OF-3/4"4,BDC TtS Az= 1 . AS 'r-?EMIR,73-14_4. - TYP. BEAM TO BEAM/GIRDER CONNECTION D ThIL . , .- NO SCALE -.. . Fa oajsca' ■ , BARRY LEVIN & ASSOCIATES, Inc. • STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE N14,4 JOB NAME tr'4 i/VASI-47 Ati ,? 74---f2--E COMPUTED BY SUBJECT CHECKED BY v -f ‘77:- • —2) 1X )1t1 : - _ . — in: • ' 3 - -4- V •±• - c?? ?,2 ilSE TIE Wet 7"`""""--• - \r 7:7 ),7 / 3/4 4,ftt.1/3 A.32t 1 T / 4 TYP. BEJ;M TO BEAMiC7IRDER CONNECTION orTAIL NO SCALE V 7p3.3aal.suEszr • pt BARRY LEVIN & ASSOCIATES, Inc. a JIK STRUCTURAL ENGINEERS Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta,Georgia 30360 SHEET NO. Phone 770.4572376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. ;1--,'2. i 7<7 , t DATE ire7//4//(W' JOB NAME -7-22 P-71-1-- lAil,,,A, 1, 1,)-1 it 1./R7t 7:)"," ,:s(li-,) ,,_..t.,(--(;?!4:::, COMPUTED BY /17/14 SUBJECT CHECKED BY T- :r ',-. , , .2.,, , --,— 6---__,-- —.,-.- 7-.-,L'— ....:- --- l.-- T--V_ -7 (0 I 1 —p e-7.;s ‘... ,,,," - ---- ,....4.....-(-, PC\- , 1 , ...... --- 1 , 1 ..... -- <- - - .414A,o;) / , ----- I - I ) (1,.;--15---:5 ,..-.------14-1-- .-e -14-... ...,) ,,, -----------,,,, `,--7-' -7,f, /7—i ci ) --------......,_ pf ,,-.„? ..r j 11:" `.()DT , . .1•V — to s: v ‘!„---' kl- 4/ ,,, /,‘ I t c ,. .. V k , IL 2.2 z, 3/ / /( -/ 2.-c)'-c.71' / 1-,. f 12::;;Y-.l'i?4. g, 2-. 14,1,, /2 e` 12:1`'. I i'i—'..'2‘1:2,2— (S 4"- ,o), qv &T.>--...,t,2,-, C-4LX-t/-L-A-T7brj 7,7 ,. ,,... .-- ' . . 17 Title: Job# Dsgnr: Date: 3:10PM, 14 OCT 08 Description: Scope:- - Rev: 580007 Page 1 7: User:KW-0600246,Ver 5.8.0,1-Dec-2003 Steel Beam Design .K (c)1983-2003 ENERCALC Engineering Software humm.ecw:Calculations ::. Description GAP-Washington Square AHU-1 Support-2 General Information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 Steel Section : C6X8.2 .F..y .5.0.00ksi Pinned-Pinned Load Duration Factor 1.00 . Center Span 4.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length________ 4.00 ft Distributed Loads . Note!Short Term Loads Are WIND Loads. 35 --: #1 #2 #.3 #4 #5.' #6 #7 DL 0.065 k/ft LL 0.100 k/ft ST k/ft Start Location ft End Location ft 1 Point Loads Note! Short Term Loads Are WIND Loads. F. #1 #2 #3 #.4 #5.. #6 #7 Dead Load 0.600 k Live Load ' k Short Term k Location 2.000 ft -..........-.....-----.4.4.---...---- Summary :::: ::::, Beam OK . . Static Load Case Governs Stress Using:C6X8.2 section,Span=4.00ft, Fy=50.0ksi End Fixity= Pinned-Pinned,Lu=4.00ft, LDF=1.000 Actual Allowable Moment 0.946 k-ft 9.947 k-ft Max.Deflection . v0.006 in fb: Bending Stress 2.610 ksi 27.440 ksi Length/DL Defl 10110.9 1 • fb/Fb 0.095 , :1 ' Length/(DL+LL Defl) 7,663.4 : 1 Shear 0.646 k 24-.000 k fv:Shear Stress 0.539 ksi 20.000 ksi fv/Fv 0.027 : 1 1 . I Force & Stress Summary . «--These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Only a Center @ Center a Cants a Cants Max.M+ 0.95 k-ft 0.75 0.95 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 0.65 k 0.45 0.65 k Shear @ Right 0.65 k 0.45 0.65 k Center Defl. -0.006 in -0.005 -0.006 -0.006 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 , 0.000 0.000 0.000 0.000 in Reaction @ Left 0.65 0.45 0.65 0.65 k Reaction @ Rt 0.65 0.45 0.65 0.65 k Fa calc'd per Eq.E2-2,K*Ur>Cc I Beam,Major Axis,Fb per Eq.F1-8,Fb=12,000 Cb Af/(I*d) - , • Title: Job# Dsgnr: Date: 3:10PM, 14 OCT 08 Description: Scope: Rev: 580007 User:KW-0600246,Vet 5.8.0,1-Dec-2003 Steel Beam Design Page 2 (c)1983-2003 ENERCALC Engineering Software humm.ecw:Calculations Description GAP-Washington Square AHU-1 Support-2 ; Section Properties C6X8.2 Depth 6.000 in Weight 8.12 #/ft Web Thick 0.200 in hoc 13.100 in4 Width 1.920 in lyy 0.687 in4 Flange Thick 0.343 in Sxx 4.350 in3 Area 2.39 in2 Syy 0.488 in3 Xcg Dist. 0.512 in R-xx 2.340 in Values for LRFD Design.... R-yy 0.536 in J 0.074 in4 Zx 5.160 in3 Cw 4.70 in6 Zy 0.987 in3 K 0.813 in • t 4 0.60k 0.16" a B T 'Y T T' `� i i i M ' TI II IIII i f i T i T w Vii V W 1 $ W i 5 i 0.16" 4.00 ft . Mmax=0.94 k-ft Dmax=-0.0062 in Lmax=0.646 k Rmax=0.646 k •Vmax @left=0.646 k Vmax rt=0.646 k I 2-0 Title: . Job# Dsgnr: Date: 3:18PM, 14 OCT 08 Description: Scope: Rev: 580007 User:KW-0600246,Ver 5.8.0,1-Dec-2003 Steel Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software 208056.ecw:Calculations Description GAP-Washington Square , • AHU-1 Support-1/3 .. General Information Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 fl Steel Section : C6X8.2 Fy 50.00ksi Pinned-Pinned Load Duration Factor 1.00 , Center Span 20.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft ' Lu: Unbraced Length 3.50 ft Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 ii 4 #5*. it.6 #7 DL k/ft LL 0.100 k/ft ST k/ft . Start Location ft End Location _ ft Trapezoidal Loads . Note!Short.Term Loads Are WIND Loads. #1 DL @ Left 0.065 LL @ Left ST @ Left k/ft Start 3.000 ft . DL @ Right 0.065 LL @ Right ST @ Right k/ft End 17.000 ft _ Point Loads Note!Short Term Loads Are WIND Loads. ... . ..... . .. .. . . . ........................................................,.......................................„......................................................„.......... #1 #2 #3 #4 #5 #6 #7 Dead Load 0.600 0.600 k Live Load k - Short Term uk Location 3.000 17.000 ft - Summary :1:: Beam OK Static Load Case Governs Stress Using:C6X8.2 section,Span=20.00ft, Fy=50.0ksi End Fixity= Pinned-Pinned, Lu=3.50ft, LDF=1.000 Actual Allowable Moment 10.163 k-ft 10.875 k-ft Max.Deflection -1.972 in fb: Bending Stress 28.037 ksi 30.000 ksi Length/DL Defl 234.3 :1 fb/Fb 0.935 : 1 Length/(DL+LL Defl) 121.7 :1 Shear 2.136 k 24.000 k fv:Shear Stress 1.780 ksi 20.000 ksi - fv/Fv 0.089 :1 v Force & Stress Summary «--These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Only @ Center a Center p Cants a Cants Max.M+ 10.16 k-ft 5.16 10.16 k-ft Max.M- k-ft ' Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 2.14 k 1.14 2.14 k Shear @ Right 2.14 k 1.14 2.14 k , - Center Defl. -1.972 in -1.024 -1.972 -1.972 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 • 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.14 1.14 2.14 2.14 k Reaction @ Rt 2.14 1.14 2.14 2.14 k Fa calc'd per Eq.E2-2,K*Ur>Cc I Beam,Major Axis,Fb per Eq.F1-8,Fb=12,000 Cb Af/(I*d) Title: Job# Dsgnr: Date: 3:18PM, 14 OCT 08 Description: Scope: Rev: 580007 • User:KW-0600246,Ver5.8.0,1-Dec-2003 Steel Beam Design Page 2 (c)1983-2003 ENERCALC Engineering Software 208056.ecw:Calculations .: Description GAP-Washington Square AHU-1 Support-1/3 Section Properties C6X8.2 Depth 6.000 in Weight 8.12 #/ft Web Thick 0.200 in Ixx 13.100 in4 Width 1.920 in lyy 0.687 in4 Flange Thick 0.343 in Sxx 4.350 in3 Area 2.39 in2 Syy 0.488 in3 Xcg Dist. 0.512 in R-xx 2.340 in Values for LRFD Design.... R-yy 0.536 in 0.074 in4 Zx 5.160 in3 Cw 4.70 in6 Zy - 0.987 in3 K 0.813 in ti 0.60 k - 0.60 k 0.10 k/ft 1 7 7 �` '6 0.10 k/ft ' 0.06 k/ft v v v v 0.06 k/ft 20.00 ft �Y; CAL Mmax=10.16 k-ft Dmax=-1.9719 in Lmax=2.136k Rmax=2.136k Vmax @ left=2.136 k Vmax @ rt=2.136 k . . 2- Title: Job# Dsgnr: Date: 3:31PM, 14 OCT 08 Description: Scope: Rev: 580007 User:KW-0600246,Ver 5.8.0,1-Dec-2003 Steel Beam Design . , Page 1 7. (c)1983-2003 ENERCALC Engineering Software 208056.ecw:Calculations :1 . Description GAP-Washington Square AHU-1 Support-6 General Information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 =: Steel Section : C6X8.2 F'y 50.00-ksi ' Pinned-Pinned Load Duration Factor 1.00 Center Span 10.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length • 4.00 ft Trapezoidal Loads Note! Short Term Loads Are WIND Loads. 'E, #1 DL @ Left 0.065 LL @ Left 0.100 ST @ Left k/ft Start 3.000 ft DL @ Right 0.065 LL @ Right 0.100 ST @ Right k/ft End 7.000 ft Point Loads Note! Short Term Loads Are WIND Loads. . . ' . --- #1 #2 #3 #4 #5 #6 #7 Dead Load 2.140 0.600 2.140 k Live Load . k Short Term k Location 3.000 5.000 7.000 • ft i$ Summary iiii Beam OK Static Load Case Governs Stress Using:C6X8.2 section,Span= 10.00ft, Fy=50.0ksi . . End Fixity= Pinned-Pinned, Lu=4.00ft,LDF=1.000 Actual ' Allowable . Moment 9.341 k-ft 9947 k-ft Max.Deflection -0.441 in fb:Bending Stress 25.770 ksi 27.440 ksi Length/DL Defl 295.8 :1 fb/Fb 0.939 1 Length/(DL+LL Defl) 272.2 : 1 Shear 2.811 k 24.000 k fv:Shear Stress 2.342 ksi 20.000 ksi • fv/Fv 0.117 :1 I Force&Stress Summary .. . . .... ------.......---- ---------------------- ---------- .. . .. . . . ...... «--These columns are Dead+Live Load placed as noted-->> DL LL LL+ST LL LL+ST Maximum Only a Center a Center ©Cants @ Cants Max.M+ 9.34 k-ft 8.54 9.34 k-ft Max.M- k-ft Max.M @ Left ' k-ft Max.M @ Right k-ft Shear @ Left 2.81 k 2.61 2.81 - • k Shear @ Right 2.81 k 2.61 2.81 k Center Defl. -0.441 in -0.406 , -0.441 -0.441 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.81 2.61 2.81 2.81 k Reaction @ Rt 2.81 2.61 2.81 2.81 k . , Fa calc'd per Eq.E2-2,K*Ur>Cc I Beam,Major Axis,Fb per Eq. F1-8,Fb=12,000 Cb Af/(I*d) Title: Job# Dsgnr: Date: 3:31 PM, 14 OCT 08 Description: Scope: Rev: 580007 User:KW-0600246,Ver 5.8.0,1-Dec-2003 Steel Beam Design Page 2 (c)1983-2003 ENERCALC Engineering Software 208056.ecw:Calculations 3: Description GAP-Washington Square AHU-1 Support-6 Section Properties C6X8.2 Depth 6.000 in Weight 8.12 #/ft Web Thick 0.200 in Ixx 13.100 in4 Width 1.920 in lyy 0.687 in4 Flange Thick 0.343 in Sxx 4.350 in3 Area 2.39 in2 Syy 0.488 in3 Xcg Dist. 0.512 in R-xx 2.340 in Values for LRFD Design.... . R-yy 0.536 in J 0.074 in4 Zx 5.160 in3 Cw 4.70 in6 Zy 0.987 in3 K 0.813 in • • 2.14k 0.60k 2.14k 0.16 k/ft B 7 v 9 0.16 k/ft 10.00 ft I � Mmax=9.34 k-ft Dmax=-0.4409 in Lmax=2.810k Rmax=2.810k Vmax @ left=2.810 k Vmax @ rt=2.810 k Title: Job# Dsgnr: Date: 3:39PM, 14 OCT 08 Description: Scope: Rev: 580007 User:KW-0600246,Ver5.8.0,1-Dec-2003 Steel Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software 208056.ecw:Calculations :': Description GAP-Washington Square AHU-1 Support-4/5 General Information Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 r Steel Section : C6X8.2 50.60ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 20.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu: Unbraced Length 3.50 ft Distributed Loads Note! Short Term Loads Ate WIND Loads. #2 #3 #4 #5 #6 it*.i DL - k/ft LL 0.100 k/ft ST k/ft Start Location ft End Location ft Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #5 #6 Dead Load 0.600 Live Load k Short Term k Location 10.000 ft :.:`Summary- --....... ..............................................:: Beam OK Static Load Case Governs Stress Using:C6X8.2 section,Span=20.00ft, Fy=50.0ksi End Fixity= Pinned-Pinned, Lu=3.50ft, LDF=1.000 Actual Allowable Moment 8.406 k-ft 10.875 k-ft Max.Deflection -1.479 in fb:Bending Stress 23.189 ksi 30.000 ksi fb/Fb 0.773 : 1 Length/DL Defl 451.3 : 1 Length/(DL+LL Defl) 162.2 : 1 Shear 1.381 k 24.000 k . fv:Shear Stress 1.151 ksi 20.000 ksi fv/Fv 0.058 : 1 Force &Stress Summary :. «--These columns are Dead+Live Load placed as noted--» DL LL - LL+ST LL LL+ST Maximum Only t5 Center @ Center a Cants -@ Cants Max.M+ 8.41 k-ft 3.41 8.41 k-ft Max.M- k-ft Max.M @ Left - k-ft Max.M @ Right k-ft Shear @ Left 1.38 k 0.38 1.38 k Shear @ Right 1.38 k 0.38 1.38 k Center Defl. -1.479 in -0.532 -1.479 -1.479 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.38 0.38 1.38 1.38 k Reaction @ Rt 1.38 0.38 1.38 1.38 - k Fa calc'd per Eq.E2-2,K*Ur>Cc I Beam,Major Axis,Fb per Eq.F1-8,Fb=12,000 Cb Af/(I*d) • Title: Job# Dsgnr: Date: 3:39PM, 14 OCT 08 Description: Scope: Rev: 580007 • User:KW-0600246,Ver 5.8.0,1-Dec-2003 Steel Beam Design Page 2 (c)1983-2003 ENERCALC Engineering Software 208056.eow:Calculations Description GAP-Washington Square AHU-1 Support-4/5 Section Properties C6X8.2 Depth 6.000 in Weight 8.12 #/ft Web Thick 0.200 in bo( 13.100 in4 Width 1.920 in lyy 0.687 in4 Flange Thick 0.343 in Sxx 4.350 in3 Area 2.39 in2 Syy 0.488 in3 Xcg Dist. 0.512 in R-xx 2.340 in Values for LRFD Design.... R-yy 0.536 in J 0.074 in4 Zx 5.160 in3 Cw 4.70 in6 Zy 0.987 in3 K 0.813 in • • 0.60 k 0,10 k/ft 7 � 7 V ji 1 j � 0.10 k/ft 20.00 ft Mmax=8.40 k-ft Dmax=-1.4793 in Lmax=1.381 k Rmax=1.381 k Vmax @ left=1.381 k Vmax @ rt=1.381 k i - , BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS _ Atlanta•Los Angeles•New York•Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 SHEET NO. 9 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE 0-7/V JOB NAME AP W 4-s4 it\-](-(TD COMPUTED BY F113 SUBJECT CHECKED BY (t.,--/(-A PIN SP/4 i 3f- Pf Lo 25 PS F .11 ALF 1- (ooi2 g - . r gi,16^. Y 7 0-T kir ") a G-12-A-17 a 6- r/p./e , / 1/2,4K 3436' Y1WCk 8AR 6-RA Tr: athil AtA/tit,11X' 1,Aci 7 PS T 6:5 if')S /, 107 1-1 _ _ _ 38,(,--) _ , . .. DmBAR GRATING 1 -800-711 -4939 Light Duty Welded Steel I9-W-4/19-W-2 19-W-4 1 9-W-2 • P0r1 r S �.� Fell - "'--. r '''','''',, ,:;..7::::'.' ' SY�^`c n ''1t?� elk aG, ' i„ 13/16 2' ` /y�_�f 316" Load Table 19-W-4/19-W--2 Wt.* I Sect.Prop.€ Clear Span Bar Lbs. I Ft.of Size Inches Sq.Ft i Width* I 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" E j U 581 372 258 190 I „' Sx=.194 q U-Safe uniform load in pounds/sq.ft. 3 3k 5 67 •'• D .096 .150 216 294 r i-'''aV,'. C-Safe concentrated load in pounds/ft. X!ss i i C 581 465 387 332 ' `Y k" grating width 1x=.073 ,; " / 9r 9 I D .077 .120 .173 .235 D-Deflection in inches Sx=.228 • U 686 439 305 224 172 ` L oads and deflections i D .072 .112 .162 .220 .289 3. 1 X A 5,15 given in this table are E C 656 099 438 372 230 ate'' ;, M�, theoretical,and are 1X=.114 D .058 .090 .130 .176 .230 " . Q a' m based on a unit 1 Sx=.344 1 U 1030 659 458 336 257 208 , ;t'''.. .-,-,f, stress of18,000 psi. i D .072 .112 .162 .220 .289 .365 .} , r 1 X 3/6 7.35 I ; c 1030 824 686 588 515 458 1 X=.171 , D .058 .090 .130 .176 .230 .292 m & ' Sx=.358 I U 1072 686 477 350 268 212 172 t. a '4 ■ 1 1 X IA 6.20 I • D .058 .090 .130 .176 .230 .292 .360 a$ . i ix=.223 i C 1072 858 715 613 536 477 429 �,� . D .046 .072 .104 .141 .184 .233 .288 sn "° ...*.. 1 I SX=.536 I U 1610 1031 716 526 403 318 258 213 tom. . D .058 ,090 =.130 .176 .230 292 .360 .435 E s . a 3A 9,03 : i C 1610 1288 `1074 920 805 716 644 586 ,ro:" :i t 1 x=.335 1 D .046 .072 4.104 .141 .184 .233 288 .348 ,, I SX=.515 i U 1544 988 686 504 386 305 247 204 172 ) t.. p U:' 1'A X 1L 7.35 D .048 .075 .108 .147 .192 243 .300 .363 .432 s 11x=.387 ' C 1544 1236 1030 882 772 686 618 562 515 D .038 .060 .086 .118 .154 .194 .240 291 .346 &. „,.az. SX=773 I U 2320 1485 1031 758 580 458 371 307 258 220 3, 1 D .048 .075 .108 .147 .192 .243 .300 .363 .432 .506 9 5 . 1 fz X ns 10.941 ! C 2320 1856 1547 1326 1160 1031 928 844 773 714 I 1 x=.579 D .038 .060 .086 .118 .154 .194 .240 .291 .346 .405 .6 f ` SX=1.052 j U 3158 2021 1404 1031 790 624 505 418 351 299 258 1 la X�s 2.62 i D .041 .064 .093 .126 65 208 257 .312 .370 .435 .505 ' i 1x=.902 1 C 3158 2526 2105 1805 1579 1404 1263 1148 1053 972 902 7:6„7,,,:,, • i i D .033 .051 .074 .101 .132 .167 .206 .249 .296 .348 .403 S I U 4125 2640 1833 1347 1031 815 660 545 458 390 337 258 2�,its 14,30! 1 D .036 .056 .081 .110 .144 .182 .225 .272 .324 .380 .441 .576 j1X=1.375 j D .029 .045 .065 .088 .115 .146 .180 1500 .218 ' 1259. 1269 304 1178 '461 t i 1 SX=1 740 U 5221 3341 2340 1704 1305 1031 835 690 580 494 426 326 21 X 5A6 15.87 i D .032 .050 .072 .098 .128 .162 .200 .242 .288 .338 .392 .512 1x=1 958 i C 5221 4176 3480 2983 2610 2320 2088 1898 1740 1606 1492 1305 i D .026 .040 .058 .078 .102 .130 .160 .194 .230 .270 .314 :410 i U 6445 4125 2864 2104 16.11 1273 1031 852 716 610 526 403 SX=2.148 D .029 .045 .065 .088 .115 .146 .180 .218 259 .304 .353 =.461 21A X'/I6 17.55 i 1 X=2.685 .i C 6445 5156 4297 3683 3222 2864 2578 2344 2148 1983 1841 1611 0 .023 .036 .052 .070 .092 .117 .144 .174 .207 .243 282 .369 i • • `Based on 11 bars/ft.of grating width.Bearing bars 1%e c.c.Add.8 tbs sq.ft.for 19-W-2. NOTE: Grating for spans to the left of the heavy line have a deflection less than X"for uniform loads of 100 tbs./sq.ft This is the maximum deflection to afford pedestrian comfort and can be exceeded for other types of load at the descretion of the engineer.When serrated grating is specified, • the depth of grating required for a specified load will be X'greater than that shown in these tables. • 19-W-4/19-W-2 Panel Width Chart(in.) Dimensions Are Out-to-Out of Bearing Bars"'` No.of Bars 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 t4c"._Bar 134 2t8 331 4t53c 6% 7'% 8% .9% 1034 12114 13:4 14%4 15% 16% 18 No.of Bars 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Se"Bar 195 .._ 20% 213f6' -22% Igga 2534 28'% 2734 28'3de 29% 3134 321 y5.4 34% 35'x, '''Deduct%e"forte'bearing bars.Standard panel widths indicated with white numbers. Kennesaw,GA Park City,IL 23 (770) 528-9001 •FAX(770) 528-9002 (847) 599-0233•F.A.X. (847) 599-0244 ,, , , O 0 u) *# 1) THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON:DRAWINGS DATED: 11/24/06 WITH - --- I ,,--K.6-,%- .3CP;NI,V, ■ ----- --,- .-- i'ii PII:•'''' T1 NEW STORE/ FULL GUT _ _Ili LU Lu REVISIONS DATED: 6/21/72 & 11/24/06 PREPARED BY JOHN GRAHAM ARCHITECTS, DLR GROUP RICER/ D .a. ..../ 1.... u) ■ ' r,', ;'4 lti.4 11 A .... f.'„: ,,, , In -I 0 F"" . 2) ANY DISCREPANCIES BETWEEN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE , , , , , VW■■■■2•■■■•■•■■■■■■.■ Z < Z ...I >" it{: ' ''.. F' f r 'ti'' BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. r-,' '.i .;,:::;;:''''' ''. ''''' ''s '1Abki '''''s-1. - . F,_ =• >.. ., ›.. ILI CI E.-1- < 0 . ..' ' \\,:‘\•N N: ITEM u. m ...?. m < co m COMMENTS f, P'''t 4)" :r 3) THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDIIIONS AND CONFIRM - , ..' ,‘- .'49111 STOREFRONT - GENERAL AIL ■ AL .41. AIL AL.AL A■. . AI. AL AL AL .4. WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE - ----) , - ' DIC.K$ , \--74,..*„ ',, ':':. 1 --- i.,:ZH--' k, EXTERIOR SIGNAGE 0 0 3 5 - K B - SEE SIGN MATRIX ON SHEET A4-6 1PF Nov IPAP: `II _ 11PrIVIIr ■II■ IV■ 111'■ ■Irtrir, ' ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. ,ORTIKG 12..;;„EV's,- -, ', ,',:}7' • '''' '-'1- ti ' CITY ut. ;a.)iiii) ' k ENTRY DOORS & HARDWARE 0 G - - K B - HARDWARE, FRAME, GLASS, AND JAMB '.4■11:,:s4,Vii4.0: .8100.41u* irlp.vi'liv-w: v1p. ploArtp,4r4,rit, 4L- 4., APA,lor.,...„-m. 4 40i14 4) ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR VIEWING lt#11' ' , *\\,,N se A. , Ai_ 414717442.4" :PA THE COMPLETE SET OF' DOCUMENTS IkS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW ALL CONSTRUCTION BUIIPINr; TVISION k\\ ENTRY PORTAL C) G - - K B - PANELS AND STRUCTURE *--AbA.*-A''.ASA'r A''AL'''A'A''''A'...A'A''''aA**'A''''4''Ak'''......'A ''' '^'' Ak'A.''r A' 4A...' '''' .' ... '''' '' '. -. DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM ''''. ' '''' ' ;:q,Fir---111-ftl. 1 . , ,:... ,::. , _i :_,,,, k. „ :,_ , , i ,----- , -Ii. .L._ .,.• . •:v .,, i , i :'. . . :-1-1-7.:-T- ---'''' ''.: '' ''''''':' ReITEYCOFETII(V:Is' EL7 STOREFRONT - INT 0 G - - K B - FRAMING SUPPORT BY G.C. PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN H;74... -l-'''':'''I '.... 1 22''''' '''.,:-?'srx .' '''' 1, , ... .,----1,,,,,. ---s.Al 1 It .,-,., i Fgartk-r.r.:;...e.S41Wjee.:St4t3rerleEtP.IM:41r'AILi47.4ENV..-4:A:.:A:...-..1 S THE DOCUMENTS AT TIME OF BID. .. .: , ., . GAP KIDS/BABY :,-, i,,,,,-titiy)-E ,..,,.1, .,,, .i.,- 7.1:.,:, ._ ,--1,,,‘ ,,, „ , _,,,,.,.. .,.1 ., , _ 5)GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS ANY DISCREPANCIES - -- .,. , - ',,,,,.. ,. . - ., ', ::,-r,- ,.:... 1:... -,,: _.:.J, STOREFRONT BASE - INT 0 G - - K B - 9643 iflUIESIE. il 110141.0"1401CO2 31 ■■ A. "A SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. 6) SHOULD A CONFUCT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE VECIFICATIONS 'THE OWNER .„, N'A "-'. N(1 ' 2 o2ooa STOREFRONT METAL PANELS 0 G - - K B - BLOCKING BY G.C. - - ' -':---- -"--' M'' ' , ' l':• . .: ,-. .-;t SHALL BE INFORMED OF THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER SHALL PROVIDE DIRECTION AS TO \ \ . & ATTACHMENTS '''..---i.. '"'",;- 1: :' ,-,. ::: ..i..,i'.1 :.:''-- 14.: 1:;-: ...: .:`,.!t.:,,, fi--.,..-. $,,,.,-,$),,,,,,:,..,, rs.: - _," ,. ., ,:,„ , , .,, HOW TO PROCEED. r:r ,,,, 5 %,. ,•::,,.:: -.::..:...rii... ' i _ . Rim ... AIL 416 A. A. A. 411. A. A. A. A. Al■ .e. 4I■ All, AIL Al■ .A. AI. .11, ■I■ . A. A.. ..a• 41. A. A. A. Allb Ao. A. A. A. A. A. A. A. A. WOOD FLOORING 0 G 1 - K B - 0)411P■ 41 l'AV*1■1■A I'S'‘ 4" `0.40i4 A1.010 4.0.0 ,4.41,4i 0• 1. ■s41.0*- ''s • eir‘1,4440/ . '-' - -al-alu" - . .)4 OF ip"wf ila '"" 1 ■ SUCH ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY OWNER IN WRITING. N,,..__2-. .,:1,,,i,ii ,,,, ,.:,,,s11,,,i, . :. ::•;-',::!:.:. i.,;.t.3,:7i_-_- , TILE 0 G 1 - K B - 44, 46, 4P.0.11.14, ab, 8) THE CONTRACTOR SHALL BE FAMILIAR W111-I ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR ,/-4,-,--3-.-.r---------- ----.-._ ..,.. ------ , -x.,.. b.., ,,,,, s: ,•,$ 4 - .,t, • CORPORATE ARCHITECTURE CARPET 0 G 1 - K B - COMPLIANCE WITH SAME. 'THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY (l " '. 1 901 CHERRY AVENUE RECESSED STANDARDS 0 G 1 - K B - WITH ALL REQUIREMENTS. \----t L. i______- ____. ______________, SAN BRUNO, CA 94066 CEILING DISPLAY TRACK 0 G 1 - K B - BLOCKING BY G.C. z IBC EDITION. IBC 2006 1. PROPOSED liSE MERCANTILE 9) SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE AN IDENTIFYING EI EDITIoN. OREGON SPECIALTY CODE 2008 2. PROPOSED OCCUPANCY NI STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERBYS. MAILING ADDRESS: ED STORE NO.• PASSAGE LATCHSET HARDWARE G 2 - K B - 10) THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT UGHTING, FIRE 9677 SW WASHINGTON SQUARE RD. 9 6 43 INTERIOR SIGNAGE , 0 0 3 - K B - SEE SIGN MATRIX ON SHEET A4-6 N EDITION. OREGON SPECIALTY CODE 2008 YES NO PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. TIGARD OREGON 97223-4452 LUMI WALL 0 0 3 5 - K B - BLOCKING, POWER BY G.C. El 0 11) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION STORE NAME: WASHINGTON SQUARE FRAMED MIRROR 0 G 1 4 - K - - BLOCKING BY G.C. El EDITION. OREGON SPECIALTY CODE 2008 3. pECNU(AluSIT9OREFRONT OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS RFICSARCZ- - 1071.A..7.36.-..... A.. 'r vv -..- - - - - - - - -. , 0 UMC EDITION. OREGON SPECIALTY CODE 2008 START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL 'TRASH, INCLUDING TRASH LOCATION MAP NO SCALE 3 STORE LOCATION: ragrEartalf.-..: .- -wiroffakflar...- --- - - - - - . 4. PROPOSED STRUCTURAL El 0 GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. A00_01 GAP KIDS/BABY, SUITE W1 4 - .- -A ALTERATIONS? rtrial.711r- - - IFF474r '107- -1EZAZONITEMCIE A,:-A,..-177$14 412 0 BOCA EDIIION. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDIIION, U.O.N. ARCHITECTURAL 9677 SW WASHINGTON SQUARE RD. !Pr- 14171T - "Ffre '-r01-Pr -7411EFEME27177A -.A:101717iEti 0 SBC EDITION: 5. ENERGY CALCULATION 0 El 12) ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. A0-0 PROJECT INFORMATION STRUCTURAL: - BABY ARMOIRE 0 G 1 4 5 - - B - BLOCKING, POWER, AND PARTIAL ASSEMBLY BY GC. ATTACHED? PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. AO-1 FINISH SCHEDULE Si 0 GENERAL NOTES TIGARD, OR BABY BOOKCASE 0 G 1 4 - - B - BLOCKING BY G.C. M SUPPLEMENT OREGON SPECIALTY CODE 2008 6. TOILET FACILITIES gl El 13) WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN AO-2 DOOR SCHEDULE & TYPES S2-0 KEY PLAN S2-1 STOREFRONT PLANS 97223-4452 PROVIDED? CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO 'THESE ITEMS. AO-3 ACCESSIBLITY COMPUANCE S3-1 TYPICAL WALL SECTIONS CONSTRUCTION TYPE TYPE II B 14) CONTRACTOR TO ENSURE AVAILABIUTY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE A1-0 BARRICADE DETAILS/EGRESS PLAN REM;Catic.- - -TM LE4T:A.le:01" ' TASETECANICM172'...-: .-TEE:WM S41 TYPICAL DETAILS GAP PROJ. I.D.: 0000044301 OCCUPANCY USE M 7. FIRE SYSTEM MODIFICATIONS? OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF IIME SHALL BE PERMITTED. A1-1 EXISTING COND./DEMOLITION/BARRICADE PLAN S4-2 TYPICAL DETAILS I CASHWRAP - GENERAL I SEISMIC ZONE ZONE 2B STROBES 0 15) ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH 'THE LANDLORD PRIOR A2-0 CONSTRUCTION PLAN S4-3 TYPICAL DETAILS PROTOTYPE V9 DATE: CASHWRAP 0 G 1 5 - K B - PRE-WIRED CASHWRAP W/ FINAL ELECIRICAL ALARM IZ 0 TO CUTTING/ CORING. A3-0 REFLECTED CEIUNG PLAN S4-4 ROOF FRAMING PLAN & AHU PLATFORMS CONNECTION BY G.C. AUTOMATIC SPRINKLER SYSTEM? N YES 0 NO SPRINKLERS El 0 16) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. A4-0.1 STOREFRONT ELEVATIONS K/B/I/(BFB 08/11 /08 17) ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF A4-1.1 ENLARGED STOREFRONT PLAN & RCP- KIDS PHONES 0 0 3 5 - K B - BUILDING DESCRIPTION ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS ENGINEERING DRAWINGS, A4-2 STOREFRONT SECTION MECHANICAL/PLUMBING: OPENING Q1 /Q2 2009 1. NUMBER OF FLOORS IN BUILDING 2 OR STUCTURAL DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. A4-2.1 STOREFRONT SECTION MO-0 MECHANICAL NOTES 8c LEGEND MO-1 COMCHECK MECHANICAL FORMS CASH REGISTERS 0 0 3 4 5 - K B - 18) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED OR DETAILED. A4-2.2 STOREFRONT DETAILS I FITTING ROOM AREA - GENERAL I 2. FLOOR(S) OF PROPOSED RENOVATION 1 19) COLUMN CENTER UNE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN FIELD. A4-6 SIGNAGE DETAILS M1D-0 MECHANICAL DEMO PLAN M1-0 MECHANICAL PLAN FITTING ROOM HOOK 0 G 1 - K B - BLOCKING BY C.C. 3• EXISTING USE MERCANTILE 20) OWNER AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. A5-2 GAPKIDS INTERIOR ELEVATIONS M2-0 MECHANICAL SCHEDULES 7.447r :74r^r - - Irv-iv-4p- - ■r - 'grip'r■rozrirqrrsp- - - - - - - - - 1 21) PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS DIRECTED BY A5-2.1 GAPKIDS INTERIOR ELEVATIONS M2-OA MECHANICAL SCHEDULES I I 4. EXISTING OCCUPANCY M A6-0 PARTITION DETAILS Ai - - THE FIRE DEPARTMENT FELD INSPECTOR. A6-0.1 PARTITION DETAILS M2-1 MECHANICAL DETAILS vev frv . 0 7 5. HISTORIC/ARCHITECTURALLY 0 YES ZI NO 22) ALL CONCEALED WOOD SHALL BE FIRE TREATED. A6-0.2 PARTITION DETAILS M2-3a MECHANICAL PLAN AHU 4 1 4. t"41,44 ; Vivi* SIGNIFICANT BUILDING? M2-3b ENLARGED MECHANICAL PLAN . A. A. A, ■ ■ AL A. A. AL A A. 4. .46. L AL Ab. .L A. L. 446. AL L L .L A. A. A. A. A A. AA A A A A. A A A A A6-0.3 BABYGAP DETAILS HANDICAP FITTING ROOM 0 1 4 - K - - BENCH AND BLOCKING BY G.C. A6-1 CEILING DETAILS M2-3c ENLARGED MECHANICAL SECTION CUSHION W/ ATTACHMENT • A6-2 DOOR/FLOOR DETAILS M2-4a MECHANICAL DETAILS FITTING ROOM DUAL FRAMES 0 1 4 - - B - BLOCKING BY G.C. PROJECT PROFILE Na SCALE NO SCALE M2-4b MECHANICAL DETAILS M2-5a AHU CONTROL SCHEDULES A6-2.1 DOOR/FLOOR DETAILS WOOD FRAMED MIRROR 0 1 4 - - B - BLOCKING BY G.C. A00_01 8 GENERAL NOTES A00_01 6 A6-3.1 GAP FITTING ROOM DETAILS M2-5b AHU CONTROL DIAGRAMS FITTING RM MARKETING FRAME 0 1 4 - - B - BLOCKING BY G.C. A6-3.2 GAPKIDS FITTING ROOM DETAILS El rai:-..4p4i,_-_-ty,017.27311ESP'_" ":"...".7_7.7.7.: STORE SQUARE FOOTAGE MATRIX-Existing Square Footage ARCHITECTURAL/ DESIGNED AND/OR SUBMITTAL REVIEWED INSPECTION A6-3.5 FITTING ROOM DETAILS M2-5c AHU CONTROL WIRING DIAGRAM M2-5d AHU CONTROL DETAILS rat.71: " :. " " "1 Mg', - ' . :71,47:4", "41176.1111r " ' ' " " " : Brand:US GAP Issue Set Date:9/9/2008 STRUCTURAL ELEMENT DESIGNATED BY: BY: REQUIRED/BY: A6-5.1 NON-PUBLIC TOILET ROOM DETAILS M2-5e AHU CONTROL DETAILS STOCKROOM / OFFICE AREA Store Number:9643 REPS Project ID#:0000044301 I ALUM. STOREFRONT SYSTEM/ ARCHITECT ARCHITECT NO A6-6 FIXTURE DETAILS M2-5f AHU CONTROL DETAILS .... 1 WINDOW MUWON SYSTEM A6-7 BACK-OF-HOUSE DETAILS MOBILE SHELVING UNITS 0 G 1 - K B - BLOCKING BY G.C. M2- AHU CONTROL PROGRAMMING SEQUENCES ■ A7-3 CASHWRAP DETAILS FREESTANDING SHELVING UNIT! 0 G 1 - K B - BLOCKING BY G.C. Store Name:WASHINGTON SQUARE ISLAND 59'4777"7 Irrtrr 771117477rr 7 717417 747 71 ,,*(,.,441,0* Ail■ M3-0 PLUMBING PLAN AND SCHEDULE FLOOR SAFE 0 G 1 - K B - I Level 1 Level 2 Level 3 .■ ... A. .... AL AL AL A■ .■ ■ 46.. AIL. A& AIL AIL A■ AIL AI. AL .4h. AIMILVALLZ:1 AL AL AIINVIOVAI. .A.. ■ AL .a.. AL AL AIL ■ Level 0 M3-1 PLUMBING DETAILS AND RISERS ( TIME CLOCK 0 0 1 3 5 - K B - BLOCKING BY G.C. Existing Square Footage Breakdown Brand Division (Basement/ (within within (within Existing CASHWRAPS FABRICATOR OWNER NO M4-0 FIRE SPRINKLER PLAN BULLETIN BOARD 0 G 4 - K B - FASTENERS BY G.C. enant tenant tenant SF INTERIOR/EXTERIOR PAINT (CUSTOM ARCHITECT ARCHITECT NO M5-0 MECHANICAL SPECIFICATIONS . . Cellar) s•ace space space COLORS ONLY M5-1 MECHANICAL SPECIFICATIONS EMPLOYEE LOCKERS 0 G 1 - KB - BR/FT/ON/Outlet 0 STOREFRONT FRAMING/ 18 GA. OR FRAMING CONTRACTOR STRUCT. ENGINEER STRUCT. ENGINEER M5-2 MECHANICAL SPECIFICATIONS SURFACE MOUNTED STANDARD; 0 G 1 - K B - SALES AREA: (Includes sales areas, Gap Adult 0 HEAVIER FRAMING SHELF BRACKETS / cups 0 G 1 - K B - cashwrap areas,display areas,adjacent ELECTRICAL: 1 Gap Body 0 SIGNAGE ARCHITECT ARCHITECT/OWNER NO WHEAIBOARD SHELVES 0 G 1 - KB - closets as well as public elevator,stairs HANGRODS 0 G 1 - KB - and entry vestibules) Gap Kids 2,838 2,838 POST CONSTRUCTION AS BUILTS GC ARCHITECT/ OWNER NO E0-0 ELECTRICAL NOTES 8c LEGEND I SECURITY SYSTEM I Gap Baby/Maternity 773 773 SPRINKLER SHOP DRAWINGS GC ARCHITECT/ OWNER NO E1D-0 DEMOLITION POWER PLAN BR/FT/ON/Outlet 0 NOTE: SEE MECHANICAL/ELECTRICAL SHEETS FOR ADDITIONAL SUBMITTALS. E1-0 POWER PLAN EAS SYSTEM 0 0 3 5 - K B - CONDUIT AND POWER BY G.C. BURGLAR ALARM SYSTEM 0 0 3 5 - K B - JACK, CONDUIT, POWER TO J-BOX BY C.C. FITTING ROOM AREA(Includes fitting Gap Adult 0 E1-1 POWER PLAN - MECH FIRE ALARM SYSTEM G G 5 - K B - 2 room areas,associated corridor,alcoves Gap Body i 0 E2D-0 DEMOLITION UGHTING PLAN E2-0 LIGHTING PLAN TRAFFIC COUNTER SYSTEM 0 0 3 5 - K B - CONDUIT, POWER BY G.C. and adjoining closets) Gap Kids 274 274 E3-0 POWER RISER & SCHEDULES , SECURITY CAMERA SYSTEM 0 0 3 5 - K B - Gap Baby/Maternity 0 E3-1 PANEL SCHEDULES PROFESSIONAL STAMP: I OTHER I ATTACHED STOCK/PROCESSING BR/FT/ON I Outlet 0 E3-2 LIGHT FIXTURE SCHEDULE LIGHT FIXTURES & LAMPS 0 G 1 5 - K B - BLOCKING, ELECT. BY G.C. AREA("Back-of-house"area:includes Gap Adult 0 E3-3 LIGHTING DETAILS picc. ,I) 4 P., ._ EXIT SIGNS 0 G 1 5 - K B - BLOCKING, ELECT. BY G.C. stock and/or staging areas,managers Gap Body 0 E4-0 ELECTRICAL DETAILS DEMISING WALL FRAMING E E - - K B - office,employee area,toilet rooms, E4-1 ELECTRICAL DETAILS Gap Kids 0 c,..5-* it conveyor/dumbwaiter,exit corridors and E4-2 CASH WRAP DETAILS adjacent MEP/Cash/LPTTraining rooms) Gap Baby/Maternity 431 431 E4-3 EAS DETAILS - SLIMUNE FIN . Da 1 UPER ) 4:: ,----.3 DEMISING WALL GYP. BD. E E - - K B - REPAIR AS REQUIRED 3 BR/FT/ON/Outlet I I-- 0 E5-0 ELECTRICAL SPECIFICATIONS . LOCK CORES 0 0 - - K B - E5-1 ELECTRICAL SPECIFICATIONS cp i'V • A 1 REMOTE STOCK/PROCESSING Gap Adult 0 I EMPLOYEE AREA FA1-0 FIRE ALARM PLAN "">'' ,c I AREA(Stock area in other areas of the Gap Body 0 1;'2-, .(,,3 tt i MICROWAVE 0 0 4 - K B - ELECTRICAL BY G.C. center,i.e.separate from the store) Gap Kids 202 202 ADT1-0 SECURITY ALARM PLAN 'I (A: REFRIGERATOR 0 0 4 - K B - ELECTRICAL BY G.C. Gap Baby/Maternity 0 VENDING MACHINES 0 0 4 - K B - ELECTRICAL BY C.C. o - SHOP DRAWING/PRODUCT SUBMITTAL AND INSPECTION NO SCALE BR/FT/ON/Outlet I MULTIMEDIA I OTHER IMPROVED: (Includes excessive ,‘ DEFERRE1,-;-- CABLES 0 0 3 5 - K B - CONDUIT, POWER BY G.C. exit corridors,excessive MEP/phone Gap Adult 0 REQUIREMENTS A00_01 . . MEDIA EQUIPMENT 0 0 3 5 - K B - CONDUIT, POWER BY G.C. 4 rooms, RM/DM office,RM/DM conference Gap Body 1 0 EMIL MECHANICAL PLUMBING. & ELECTRICAL ENGINEER; crry OF TIGARD Approved.....it...i......................I 4----- , 7* Phis SPriekbor ARCHITECT INFO: EQUIPMENT CABINET 0 0 3 5 - K B - room, RM/DM toilet room and RM/DM exit Gap Kids 0 GAP INCORPORATED GREENBERG FARROW - iiikt Moe • 0„,1‘. GreenbergFarrow corridor) Conditionally Approved....i I SPEAKERS 0 0 3 5 - K B - Gap Baby/Maternity 0 901 CHERRY AVENUE 1430 W. PEACHTREE ST, NW SUITE 200 See Letter to;Follow.„„....,,,,,,,,I ) , VOLUME CONTROLS 0 0 3 5 - K B - 5 TOTAL IMPROVED: (1 +2+3±4) TOTAL 0 4,518 0 0 4,518 SAN BRUNO, CA 94066 , Plambhg 1 ,› ' ATLANTA, GA 30309 1430 West Peachtree Street, N.W. SOUND EQUIPMENT 0 0 3 5 - K B - t hed..........61 BR/FT/ON/Outlet 0 STORE DESIGNER: Ellie Duran (404) 601-4000 pail* , ,,,,, ..oP Zece-0037 Suite 200 Gap Adult 0 415-427-6671 CONTACT: JUSTIN HARDY ' ,417UPILWAPrite . s, ,.,:, •. . IfMkr,, ,., ..„ _.,„ _ ' %ram Enktaselag .,,„,.. Atlanta, GA 30309 DEFINITIONS UNIMPROVED: (Unoccupied and 0 EMAIL ellie_duranOGAP.COM EMAIL jhardyOgreenbergfarrow.corn Dy: AIIICAMS , llate: afilWr7,0 4 . Mop!kowtow r,„, t:404 601 4000 fi 404 601 3980 6 Gap Body Other L=LANDLORD G=GENERAL CONTRACTOR/SUBCONTRACTOR 0=OWNER E=EXISTING undeveloped areas within lease lines) FURNISH - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN Gap Kids 54 54 CPM: ADAM BOEHM C.-KS ISSUE TYPE: PH: 503-221-8787 FAX:503-221-8786 GREATER DETAIL Gap Baby/Maternity 0 LANDLORD/PERMIT/BID 11/13/08 INSTALL - DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, EMAIL ABOEHMOBOYL-AMES.COM LaiDaDL OF TIGARD TOTAL IMPROVABLE:(5+6) Overall TOTAL 0 4,572 0 0 4,572 READY FOR INTENDED USE. , MACERICH ApproveMittal.. ..t L-1---' PROVIDE - MEANS FURNISH AND INSTALL COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED CONSULTING ARCHITECT: IN GREATER DETAIL "Total Stock/Processina Areas"divided by"Total Imaroved" (i.e #3 divided by#5) : 14% GREENBERG FARROW Westcor Corporate Office Conditionally Approved....( I ,APPROVED'PLANS SCALE: NOT TO SCALE 11411 North Tatum Boulevard See Letter to:Follow...m..4.m( j DRAWN BY: RIDE 1430 W. PEACHTREE ST, NW SUITE 200 INCJXbE UN-ATTACItEllft GENERAL NOTE Phoenix, AZ 85028-2399 ATLANTA, GA 30309 A ,: - .1...., net.L, , J 'SPECIFICATION BOOK, A&E JOB NO.: 20080475.5 THIS RESPONSIBIUTY MATRIX DELINEATES: 1) OWNER AND LANDLORD FURNISHED ITEMS 2) OWNER AND LANDLORD CONTACT: GARTH BRYNER Permit .,.,.il it- 6 - -co 4 __STRUCTURAL CALCS PROVIDED ITEMS 3) ITEMS TO BE PURCHASED THROUGH DESIGNATED NATIONAL SUPPLIERS 4) SEE MEP lir r 1 (4O4) 601-4000 EMAIL GARTH.BRYNERNACERICH.COM Ad' .,-•If ....1,_ iMitialw,A :-410 .....,GEOTECH REPORT 1ST FLOOR ).41.041- ■ NUMBER OF CONTACT: RICH FAUST *-.•• ...A cipmr y.i _MSC DOCUMENTS SHEET 'TITLE: DRAWINGS FOR ADDIlIONAL INFORMAIION 4-41#4*-+ ' ' By: 4 iliria , Date: r Llita g!..P.m. II. OCCUPANT LOADS SQUARE FOOTAGE ("t-a>lr'l>11 0 OCCUPANTS EMAIL: rfaustOgreenbergfarrow.com PROJECT INFORMATION . 4 KEY NOTES tAt E. ■, Asj - RETAIL 3611 SF /30 122 wv4,100.T.C1r■PI4V1:41 122 STRUCTURAL ENGNEER: _ 1. C.C. IS RESPONSIBLE FOR UNLOADING OWNER FURNISHED CONSTRUCTION ITEMS. r", Z044,4r04. 2. C.C. REQUIRED TO PURCHASE FROM SUPPUERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. BARRY LEVIN ASSOCIATES STOCK STORAGE 863 SF /300 3 itm...... :-J.7 VAT,- 1 3 G.C. RESPONSIBLE FOR PURCHASE AND DEUVERY. 3. G.C. TO COORDINATE INSTALLATION WITH PROVIDER. 4411. 44C.a 6675 PEACHTREE INDUSTRIAL BLVD. 4. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. OFFICE 98 SF, /100 1 .A.416A.i.***'V i 1 N'' 1 ATLANTA, GA 30360 5. SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX. 770-457-2376 FAX: 770-457-0514 OFFICE COPY TOTAL NUMBER OF OCCUPANTS 126 CONTACT: JON WITTLIN SHEET NUMBER: ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR TOTAL EXITS REQUIRED 2 TOTAL EXITS PROVIDED 2 EMAIL: JWITTLINCEARRYLEVIN.COM 0 .....0 0 OWNER FURNISHED ITEMS MATRIX NO SCALE A00_01 10 AREA / OCCUPANT LOADS NO SCALE . A0001 -I 7 PROJECT TEAM NO SCALE A00_01 4 DRAWING INDEX NO SCALE A00_01 1 j4�♦♦ ♦♦ ♦♦♦♦♦♦.•..........♦��♦♦♦.......4 WOOD PLANK FLOORING CODE DESCRIPTION ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ NEW STORE/ FU LL G UT ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦♦�♦� SOLID WOOD FLOORING, ARMSTRONG FLOORING.; CLASS C CRITICAL RADIANT FLUX OF 0.61 WATTS/SQ. CM. ��AL AL AL ALA∎ALAL�∎AL AL Ak AL AL AL AL AL AL AI, ALA AL AL ALL AL AL .∎ALALAL AL AL AL AL AL AL AL CONTACT: ARMSTRONG: (877) 276-7876 E-MAIL: FPOTECHUNEOARMSTRONG.COM BASE ►r '�4'�♦r ♦♦♦�'�� ' l► ' /' �B8 RUBBER BASE - MERCER #170 "BRIGHT WHITE", COVED. CONTACT: COLLEEN CORBETT 800.669.7010. '.' ♦i� '3►��►♦... A.A. it. ♦♦♦� . ♦��i�.. 4.♦♦♦��r�1:��♦�♦��.4►.4446.�♦., GYPSUM BOARD ► !�w •i��w �� wwr��w•,r� w � w�►ww�w� p , , STOCKROOM ��!��i(►Q. ►!�i►�i► "rev ii•iroe.ri wir7 :∎7`.7r .��1r Alettilicv�I►��.71. USG 5/8 TYPE X GYP. BD. MATH 3-5/8 X 20 GA. METAL STUDS; ASTM E-84 UNDER THE MILL-BURTON [STOCKROOM] k - KC:---- -�,,�-- --- riti-- --------------Vat—-----41174-- --- — -----; �•_ , ��_ ♦ ♦ ♦ .. - .. _ _ ♦ _ _ _ ♦ _ _ ♦ ♦ _ _ ♦ _ ♦ ♦' :?"' iiit- � � �ffr rtiii; - --►� "��'�� . ACT. IT HAS A FLAME SPREAD RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: ig_ Ar,1,_;��1,'!:1��.�o..Itp4_4L U*uM•u��i 1� � r:4" isdra'f'Ll►�� 46- -4► !• � � ♦♦41 , W , ♦♦♦ ♦♦♦ ♦♦ C♦♦♦ � t :� � .♦`r r.40 04�♦♦♦�irerjj1∎;'NVI�rdiri° �.�'q►♦♦��/�'r��'♦♦♦♦♦ . STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792-4400 8400 RUBBER BASE - BURKE MERCER #170 "BRIGHT WHITE", 4" TOELESS. CONTACT: COLLEEN CORBETT .,��♦♦♦,ia i♦♦♦♦♦♦�.4�i4,y4►,.",,♦�r♦.♦r♦♦♦♦♦♦��♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦�� PAINT FINISH 800.669.7010. [MANAGERS OFFICE] \,�� ♦♦i♦��e- ;-1►�►� - ►1►♦♦♦♦♦1� �� ,.�.�,►♦♦♦♦♦♦♦♦♦1►♦♦♦♦�' 6" 3/4"♦�♦♦��L;e6..��♦♦♦♦♦� .i,4,�4►♦�♦♦♦�►♦♦♦�♦♦�♦♦4► BENJAMIN MOORE PAINT - ASTM E-84 UNDER THE MILL-BURTON ACT. IT HAS A FLAME SPREAD RATING OF 8403 WOOD BASE- 6 X 3/4 PAINT GRADE POPLAR [GAPKIDS/ BABYGAP] ►4444♦` 'V .►I►♦♦♦♦441x4-7►♦♦♦'►4444♦♦'♦♦♦1►♦♦♦♦�'/ 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: CHRISTOPHER POWELL BENJAMIN MOORE ♦♦♦♦ ♦♦♦♦♦/►♦♦♦♦♦��=�rz�.�i ♦'�■ ♦♦♦♦♦�♦♦♦♦1�♦♦♦♦�'/ PAINTS (800) 642-5678 ► ♦♦♦♦� ♦♦♦♦♦♦��♦♦♦♦♦�rZ�,�44•447 ��♦♦♦♦♦♦♦♦♦�,♦♦♦♦♦♦��►♦♦♦♦♦♦♦�♦�► CARPET ►♦44♦/►♦♦♦♦♦♦♦♦♦♦♦�'` ''- 1,`i, ♦♦♦♦♦ ,►♦♦♦�'v4444 ► SCUFFMASTER PAINT - ASTM E-84-91 A. CLASS A OR TYPE I. CONTACT: PATTY ROSE 800-347-0550 X 821 ,��7!'�=r�-r;T;, i�•T�% �;-�',rr-m,� = .17-11-47:11.414 �� \ ►♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦Ir•.•.,►♦1►♦'►♦♦♦♦♦♦♦♦♦1►♦♦♦♦�'� �►i ►�►' �' � �� r' �� L� �' v�.�� i s �►� u► �♦♦ � 't►♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦�'4 4, ♦♦t►♦♦♦♦♦�►♦♦♦�'♦♦♦♦♦' & 415-305-4629 4♦' `. ►'�` ►'♦ ► �1 !>�!'�♦'�`f!►�►�:r►=T�♦�'►•, ,1►f►�' ♦♦'"�; ?;1�' ►�' ►'�►�'! ♦♦♦♦ 1♦♦♦♦♦♦..♦♦♦♦♦♦.I►rJ►♦♦♦'►♦♦♦♦♦♦♦♦♦1►♦♦♦♦�'/ ♦♦4►Vt. ''f, �' 40:+4•***4.*. `4''i� .�,. . ,r,.1 , I +A+ *, '� . Lo \ `4 `► I,N'��:♦♦♦��♦♦V♦♦♦♦♦V♦��♦♦♦�►♦♦♦♦♦♦♦♦♦� PLASTIC LAMINATE ♦♦�� 3��'1��`�v�L�Lti>,L�� Z � �► ► ��►'�3i'l �♦♦♦♦♦�♦♦♦♦`♦�♦V♦�♦�♦ \\\ ♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦�I��►�♦♦♦♦�0�♦♦♦♦♦,�♦♦♦�♦�♦♦♦4, SEE VENDORS BELOW; ASTM E-84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. S�, �' '= ■;'*��►',' '!,?''�w��' w�w��'��R�'*'�� '��►�'��A�!��..,,, , ,,,�.►�►�4►��►��► .r�.► ,_ A`Ilb∎ x_4111, .�►•►�_A.. �..�.. _�.�_�-�.�_.► ►♦'l W �► �'�y��i1�i�J h♦V >'��'l Z. ,.L�►�1.,�,:'��,r,�.,�`♦,�.l .G�•♦ 1�.D �� > ►F . � �i�.'r' ' ':r T y�:'f =r t*,7 .4 w. �►. :'/ CONTACTS: STEVE TYACK, WILSONART (510) 489-9555 SHIRLEY DENARY NEVAMAR (800) 264-0778 X7708 ♦♦�' ' -' !� � ' � '•' ��%' ��► . �► � �' ' c- ' �'�u '�.L�r�► ► Q��♦♦♦♦��►}I�:♦ .�i► j►♦♦♦i►�. w♦♦♦��R'�►♦♦'♦ ♦ ♦/► C ) (8 0) 2 ♦♦404'♦ ►3�1��♦�u►.4t.' uh f'�J vv�,4U l►,y►.!►,��, "'04#4 /►w'��ii'4.4' GAP {NC. 0►,.44t ifr. a Iv.�► ♦♦1P►lir vi."I!r 4Ir w.��i'♦♦♦♦♦.r�••1♦♦♦♦♦♦,�♦��♦♦♦��♦�♦♦�♦♦♦�� UESL HEIL, FORMICA (415) 956-7742 CHRISTAL GRESS, PIONITE (650) 207-7735 ♦ Lit, ♦♦��♦♦♦♦♦��♦♦♦♦♦��♦♦�♦�■ ♦��♦�♦�♦�♦�■ ♦�`�♦�♦�♦��■ ♦��♦�r�♦■ CORPORATE ARCHITECTURE ► i,''�+♦ ,�♦♦II ♦♦♦ ♦♦♦♦♦�♦ ►♦♦♦�� C417 CARPET - BENTLEY PRINCE STREET MODLOOM CARPET TILE; STYLE NAME: ILLUMINAIRE• STYLE NUMBER: 901 CHERRY AVENUE ��r ♦♦♦''��♦♦♦♦♦��V��PAL4�0 i♦♦� ��♦♦♦,♦♦♦��♦♦♦♦�♦1�iV♦♦♦♦♦i,♦i� MEDIUM DENSITY FIBERBOARD (MDF) ' ' SAN BRUNO, CA 94066 ■�♦♦♦♦♦♦�1♦♦♦♦♦♦��♦♦♦♦♦♦ liriri►y♦y♦♦♦ `r♦♦♦♦♦♦♦♦�♦�r♦�♦♦♦♦4�♦♦��♦♦♦ a SIERRA PINE; FORMALDEHYDE-FREE W000-BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D '�U300620R; ('Al OR: OPENING NIGHT X403674; SIZE 19.69 IN. SQ. (50 CM); CONTACT: ADRIAN LAEKAS, ►♦♦♦♦�►♦��♦♦��♦� 1x∎444 ►♦��♦♦�►♦♦��♦♦♦�� . 800-423-4709 EXT. 5082 OR 415-264-3769. [ALL BRANDS MANAGERS OFFICE] .♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦..♦♦♦♦♦♦♦♦♦.`.��►♦♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦�;�♦♦♦�.�♦♦��► 2037-87-25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E-84. CONTACT: JEFF BAKER (91 6) ��.�� ,��,��,�„ ��,��s�' '��T�, ►��,�5��1'I�a�,��'T,-�'��l�T�,�,��'�'��-��„�� STORE NO.: ►♦♦♦♦♦♦♦♦♦♦41►4444♦l :�♦♦♦'►♦♦♦♦♦'♦♦♦41►♦♦♦♦�'� 772-5992 E-MAIL: JBAKEROSIERRAPINE.COM " -1 �"Nth'�;',Vi'f' ,-4 11►' " 4, 40 ' �'1 ` ' j�'� ♦♦ 9643 '1►444♦t►♦♦44♦444♦♦♦.'�`�►'�♦♦�►4444♦t►♦♦♦♦'♦♦♦♦♦' ♦4*b •.•�1,�Tt�= ,t:?f>> �► , ..4 1t,* 0/ ;7' ��;'0, .. .,-'�`A�+ . �j .��,A��,��j/►��,��j�ji. ALAI ►��Ak ��i�,� �ji,�,�,,�►�, 1�� 1►�; ♦♦� �� S ��i?y��<ii ,� � G1� `�± �� 4 � � � i� � ♦♦ STORE NAME: WASHINGTON SQUARE -___-...-.._-._-111_1_-_-_-_-._-._-_-._-_ .6- _-...-_-._- -___._-._- -�� WHEATBOARD EATBOARD SHELVING ELVING ♦�♦♦441.' Div.41**k: 11*'j►��i+��y.��C��''.. ''V>�+��♦�♦�♦�♦�♦�♦�♦�♦�♦♦�♦�♦ ♦ ♦ ♦ ♦ _ ♦ _ ♦ ♦ _ ♦ ♦ _ _ _ ♦ ♦ ♦ ♦ _ ♦ _ ♦ _ _ _ _ _ _ _ _ ♦ _ _ ♦ _ _ _ _ ♦.►��i►��►��i►.►��*��i►�� WHEATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 FABRIC . ♦ _ _ _ _ _ _ _ _ ♦ ♦ � _ _ _ ♦ _ _ ♦ _ ♦ _ _ _ _ _ � _ � _ -,�� - _ ♦ . _ _ ♦ . STORE LOCATION: NO SCALE '«•.�♦�,�� -��'��♦*��♦♦ ��• �.�t.♦�♦� ♦�,;�► �'� �t:�,1♦�I`1 11••1.1►�� 1��♦♦♦♦♦♦♦♦�.■♦�/1��Ai�♦�♦��♦ • ♦i ?► -��'►:'►- �►'!► !�1'A! " ►T�► ►!►/1► !►r!,1 T�,1►"- 'w.'*► ,►�T�.!'7►�1►�►�!'A•�!�!►,"-,*�:►♦ NOT USED _ - * J �t�1 ►,�41�� ► 1��. r� /'► ♦♦♦♦♦♦♦♦'.w�www•♦1 ♦♦ RUBBER BASE ♦♦'C�'�� t � J ��►�� 3�. /.'tj ('� '�:{a .ti�L V�,-��1.1 .�..� Q►��i,.`► �L•�11�L V/►� ,4,41.'/AP r'��v�i∎NIM.►��A��iANI�c��r�'`�i�ili►1�1r��A A��A►��ii��A��!��. - ♦♦ it�!'!,! ►�A t►► ►1►1►�fl►1�►i►�i►1►i�1►♦ir 11 1� t►I►♦i►r►♦♦r► ►i r►1►�Ih r►`►�!►`►�►i r►♦ GAP KIDS/BABY, SUITE W14 ASTM F1861-98 TYPE TS GROUP 1 STYLES A & B FEDERAL SPEC. SS-W-40A TYPE 1 STYLES A & ♦„4►r- - ►- - - - - - - - - - - - - - - -�- -�- ��- - - -�- -�- - -�- -� - -� 9677 SW WASHINGTON SQUARE RD. ♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦♦� �♦♦♦'♦♦♦♦♦♦� B ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150-200 CONTACT: COLLEEN CORBETT, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 800-669-7010 EXT. 550 WINDOW FILM TI GAR D, OR ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� FIBERGLASS REINFORCED PLASTIC 1NN�' 'rr:Z4Ir44Ir'' T1 :l 'r'.Sibl '?ilVI!'7'4'044'' 1t ril !►3�TV rd,P,T1''1"V Ver 1 Vrrior Nt 97223-4452 ♦♦♦♦♦�♦�♦��♦��AL AL AL AL. ��AL AL�� ♦ MARLITE - ASTM E-34 CLASS IIIC FLAME SPREAD <200 SMOKE GENERATION <450; CONTACT: MARLITE: (800) ♦�♦AL��•�� 1'��♦♦♦♦♦' ♦♦♦♦♦��♦♦♦♦�♦�♦�♦�♦�♦�♦4∎��♦� GAP PROD. I.D.: 0000044301 AREA FLOOR WALLS CEILING REMARKS ►�.�� AL AL ♦��►��L � �1 1��, Z?f' 4%'.fi aTZ,t,��.t ,�, 1�?, T�, +>�. ,,♦♦ '♦-��•.1r.•∎∎∎ ••��l�� erZ.'∎ �.•...•^■-■� ∎y.r∎��1 - - ' r ♦'1*''IT 1 . :0. .,► : • : . : , MATERIAL BASE MATERIAL MATERIAL HEIGHT ,�� 'T' ♦♦♦♦♦ "[00'' ♦♦♦♦��♦'ml��♦'►♦♦♦ ''�`C♦♦♦/►1�h.1:�A�'/ ► +l-.;,:. I +�� 'W��"V ��♦�� '��Y`1►� �� ♦♦ ♦`4"3►♦ ►♦♦ A♦A��♦♦♦♦1►�V�41:. ..♦�♦�♦vAI>:::.∎�♦��.4►1` 0' Ac CARPET TILE ♦♦10, ,;`. •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦r♦♦♦♦♦♦♦♦ ►♦♦♦♦♦w w••w♦ �►!♦w ww w w♦ 7.•�♦■♦ "47:4"4' ♦ 1 . _ _ _ _ : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�-�-� P R 0 TO TYP E V9 DATE: SALES AREA WOOD WOOD PAINT PAINT PAINT 11'-0" - '�i1►�i��►��;�i► '4i. _ ��;._ _. ��,,g�i ;k.6� ..A'��, .,,gi ,, „, / �,d _4■44.._ _,_�11. BENTLEY PRINCE STREET - ASTM 648/ NFPA 253, CRITICAL RADIANT FLUX: 0.62. ASTM E662 SPECIFIC H21 B403 P52 P435 P53 �''r'a"r�'�w'''�►��' 1:?�j�* , r ' ''c��' '' '��''s ��'��'. OPTICAL DENSITY OF SMOKE GENERA11ON BY SOLID MATERIAL, DM = 183.FLUX: FF1-70 FLAMIBILITY TEST, 08/11 /08 ►♦` ♦/'�i►♦♦♦♦ . !►1!!"!! ' 'w►�'►♦♦4hi:. �1♦♦♦/►'��♦1'♦♦♦♦♦'► PASSED TILE GROUT PAINT BELOW ► 40 0)4 ♦rir, /41'4��►♦♦♦ r�►♦♦♦♦♦♦♦1►♦♦♦♦�� ,GROUT/SEALANT T85 G37 ► ♦♦♦♦♦♦♦♦�tCitar�►♦�•��-�-i►♦- 41" >♦♦♦♦♦414-�-�►♦♦♦♦♦♦��♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦i NO SCALE 47. 1r41� ♦ �� ..∎ 7,∎14�� •1 rer �� OPENING Q1 Q2 2009 RAIL SECTION 3, / ► • � T ■ �•' . . . ,�'1�R � R'� � = ,Se>.�♦♦♦♦♦♦♦♦♦♦ 4 & 5 t►♦♦♦♦t► _ -♦- - 4444♦♦. - -' ♦♦�'♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦'► .v vA,' ,,t_ _4 - 1∎_&I �.i.,,, ,Hsu. 41i-J2 1.L��AL�.u►_.4,��.• —... - ►4444♦ .11►�►112110r 0, ♦'►♦♦♦♦♦1♦♦41►♦♦4• 4' FLAMESI READ RATINGS b _ _ r _ _ _ _ _ _,t_ _ _ _ _ _ _ _ ilPrbfrPirMriiIri,M177TTr.rfinr- - _ _'1►♦♦♦♦��'� � �'�� ►I►�•♦♦�►♦♦♦♦♦1►♦♦♦ 4444♦' _ ∎L��i�1/a�►.:�l' .��bi!�1i�::�1:a: t∎111_!r .1. t A _: _ _ _ _ _ _ _ _ A �_A A P437 ► ♦♦♦♦1' �w /►♦♦♦♦♦I,L ' 1►♦♦♦♦�'� �►r� .�� .��..■.�.;►�;► . LVIATMA� .►.�.�[(Nil ;.•fi��►��• TRIM ,_♦_��_�_♦�_t�_��_♦_�►♦'_.�'�♦�_�_ ■�i►��_.7410A4��.♦' ►♦_♦_♦_♦_ _.��_♦'_.♦��♦' / ♦__ �_.♦�_♦�_�_��_��.► ,..��_♦._ . .•.r.Cjx41'`'11.1.'.►-:��..��.ta..:a'.._a��L'R ZIf �A_ :. ,C ►:1 __ I ITV: 'TRIM ir,'1 '4-; '4471. :� •7777 ►=►-+T7 :�-�7�7r •►T7�7Ni,A,Tit-r-77'l7777' 7.,0 t ��I n1'7 1107747.4 :'111'7i'`� �7�13341•'1±4 1'wrl V'Zr17.477,7►�, >♦♦w-- ,♦♦'V V 'P- .+�� . ��...�,.►♦♦♦'�►.tcy�♦♦ ♦♦1t��>��♦♦i '1 W_ _ ►- _. _ _ _ ._ _ ._ _. _.i_A._44►_4_. ._. ._ ._ _ _.0_�_ . _.4._�L�►_�._�._�_ _ -4k _-_�. P52 , ''��;'-. "PAN 3�!►;1,!! ;�I�!'��♦♦ ►�►!►1♦♦�►♦�♦1'' ''�'�♦♦'' G31 GROUT - CUSTOM BUILDING PRODUCTS +5 MIDNIGHT BLUE USE WITH T64 F►1 444♦ ■' 'r♦♦♦1►' ' ♦' '�1►- ' ♦♦♦4�'�'i►♦♦♦♦♦♦♦I'Ilr1 y♦+'/ G37 GROUT - MAPEI ULTRACOLOR POLYMER-MODIFIED SANDED 11LE GROUT #93 "WARM GREY" [USE WITH T85] FITTING AREA WOOD WOOD PAINT PAINT PAINT 11'-0" - ►1♦♦ ♦♦♦♦♦♦♦1►♦♦♦♦♦II►-:�--7'♦♦♦'1444♦♦'1♦♦�Iy'{j•.Iir��'.*.� '�A�'/ / FITTING H21 B403 P52 P435 P53 �� AL.�'��+`♦l..∎■4��♦■♦��♦O♦�� . �jt A' �✓1♦��►U 1�, �a�=►#T► ��4T'� ?MI tin 13'r� ��' ifr!,►�r►''' ♦ ''�!L i'r►i?� ►�♦�♦�♦�♦�♦' '.... � ROOMS ►-- ►----•-------------------------------------- •�.- ---- '/ ' - T'' _ _ '"' t101E. IIE�f'Y GROUT MIN PER 9PE 'A1 DOOR INSET T'R�";; tik'r�_.... - _ %.,,�T��T,T, 4 '�,,k.,. �►'D's'��`�1��♦ , P425 ►1♦♦♦♦+ti►Clr►♦♦♦/�►n /!!'�,�;�'"�'"�♦♦ ('�!'"�"�' ♦♦/►♦♦♦1 4444♦4► TRIM 1♦�♦� ��t�+♦♦♦ /��t♦♦�� ,��!��♦♦ `��♦♦��♦♦��♦�♦�►�♦��♦♦��♦�, GLASS P52 ►`=♦=♦=♦=..=♦=.=♦=♦=1= 444♦♦=`====♦=♦=.:.=♦=♦=♦=♦=♦:�=♦=♦=♦=,...♦. GL2 MIRROR GLASS - 1/4" SILVERED MIRROR GLASS WITH POLISHED EDGES AND MIRROR BACKING, PER /--------- .'--- ..---------------------------��..-- -----► SPECIFICATIONS. NO SCALE %��►!;��►li;� ; � ! ��+! jj�j�j�j�j�jT�.,�rir—�j!j��!- j , KB FB ROOM SCHEDULE __ 12 ' •.9/M"''►�ito.40,0v4:1:4:4 10.t. ♦iii♦i♦i♦i♦i♦i♦i♦i♦i� =:==:= !♦♦<�:'>♦i WOOD FLOORING ��'r�♦�r�` '►''��►�r�r�r�r''�r��r►��`'��♦♦♦♦♦♦♦♦♦�♦,�♦��6♦�♦��.►♦�♦�♦IS��♦�r� H21 WOOD PLANK FLOORING - 3/4" THK. X 3 1/4" WD., 12" TO 84" RANDOM LENGTH, SELECT GRADE, OAK ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ - 4444♦ PREFINISHED WALNUT" UV CURVED FINISH WITH CERAMIC ADIIIVE [SALES FLOOR] ARMSTRONG. CONTACT: _ _ _ _ SALLY LEASH 717.396.4491. E-MAIL:SALEASHOARMSTRONG.COM. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Or 40ii0-. - - ♦��-♦.;!!��* - -' - -*NIP- - -� ��►i;r-,��♦�tei:l►��'" 1r�j�G! 'ti'rtill►►�eili!!+ 4► ��t4 -!►��!�►�►!�!„1,17 r-�►� �� r ls ♦♦♦♦yr►C„ >♦..��w-sir-,.- _.-.- A. 4k.. /►CrI.. ..►- -�►_t∎A1._�_� � ,�.�t♦i� .. I 0 ►, 4.4.440400-4 i �► ' > �i )�,,� 0�J 4,,,l►L C 'C ♦w' ►� 4♦�►+�►�►�♦� ►-!!141,1,i "�''* .. ►;F►�i► • �►'yl_dg (• �!► ♦ 011►r►ii►♦ - - •.•►w►. 'sue►��►��i e. `i�'�♦♦�' 'w1�►+"114: ""-41►w�rw► 'r�►!�►�—4.—o�- ♦♦'h'��'u►�,�- u <'t► I'© � CG+ �> ►�,- �► �.�t. 1►�,.y,i,�,..1,,�,,t��•�3��•♦♦ C..��∎ .tom 4i.,A��. .t�♦♦♦��♦.:y. ��..♦L Ah,41+ Ai-�♦��.♦... . A.A. �♦��I► ♦♦� 4i►' ',,►'�+►**At.4".4 4►�;�;♦�1►11►ii♦�/�I►i1►`11►�1♦�i►i►t►♦�►♦1►♦i♦♦♦ Air.,;! ,,-�L r��.io - MASTER HARDWARE STANDARDIZED SCHEDULE ►�i♦♦♦♦♦♦♦i♦♦i♦iii i♦i� SOLID CORE DOOR W ∎*.44+=b�`i �•.:':�=^•�:Ai- . NEW NEW STORE! FULL GUT /\ ►•��♦••�•••♦•••••♦�••♦�♦��♦•♦•�♦� APPLIED TRIM SEE: ��y�W ` �ii►►I • � '►�•♦♦•♦♦ HARDWARE GROUPS: A-STOREFRONT; B - FITTING ROOM; C-SALES; D -SPECIALTY DOORS; E-TOILET ROOM; F SERVICE DOORS; G-OFFICE; H -JANITORS STORAGE 4 BRUSHED ♦♦••♦♦•♦ ♦♦•♦♦♦♦♦� I�'';�`"'w ��♦' ��♦♦♦�rr,r ♦ •♦ S.S. roP RAIL •♦•♦♦♦�♦♦�♦�♦�r�♦♦•♦♦•♦♦•♦♦♦•�•♦•♦� a-�. 4�,iri�,,�.11..)��4 �1 ♦•♦♦••♦•� �•♦•♦ ♦••� ,► �: � ��-�•:;- � " r 7,;� - � � 7 r ., � � � � - - - - - - - - - - - - - - . / \ '♦♦/►www��•Aw�-�'♦♦♦♦♦♦♦•� AT TOILET ROOM AND HC •t•�`�,'+e�•�''�►� e�'�I i'T'' �` ,• • r• . r•• • • ^eeq.1.41ESSEMIC.1:1'' " ' �h..... .',.. .AL 4.A ∎ 4..44��♦��•�♦��•�L AIL -- 3/4" TEMP. ■♦•♦4�j••♦i��■♦♦•��j ♦♦��!��1�'' ►''��. ♦ ♦•♦♦♦♦_♦♦•��♦♦1��<`+ ?`.' )�'`� .;�`�♦`�♦Ir•'f♦r•� \ 4 - - - + •- ` -f,� FIT: HANDICAP S IGN WITH ♦ �, ' ''\, ', 3/4" GLASS WITH i :i 1 • , 1 ,• - , , , ,1 , i i 1' i' '•�.�'7''f';� � � � �� \\ GLA$$ ♦�♦♦♦•��•�' - - '- /i�'`1-1.3` 1 ►�♦ - - �,♦�♦•��r�♦••••,DOORS, RAILS AND ALL HARDWARE BY OLDCASTLE GLASS r,4�..v��.i.4..+∎♦17 .4∎ ... ... ♦�•�•♦■•�•�♦��•��•� VA♦� ••♦1 • ♦�'••�:'�►�i,`' '� 4 BRAILLE, CONTRASTING �'� ♦��/��•♦♦♦♦••• ♦♦ \ DESCRIPTION ►�.+►�♦ ii`1, .��♦�� Nr�♦��. ig►�1.,.��•♦♦♦♦♦�♦�►♦�♦�•♦♦♦�i�♦�♦�♦�•�♦��/ 6'"6 /�•♦1 ♦♦��►♦�•�'�'�► ♦♦� COLOR RAISED LETTERING //� ♦♦ 1�1••�►!', .� ,� ,. ♦♦ r,�♦♦ r♦�♦� ;�',,. -►ter ;r,• ;�-t-T��T�♦TTTTTT�� •�••►• O�i''r �•♦ AND BACKGROUND ►•♦ �•••►I•�O t / �' •1♦, ��♦�♦��111231.1:02.1.♦♦••♦��a��sC�►��,:E�,f i:► ,Lr,,a:��•�♦�•�•�♦�•�•�♦�♦�•�♦�♦��1 ►••/ •/1♦♦t�10��•♦♦�►i,!�►�i�►♦•♦ ♦//� ♦ ►•1i♦♦♦ 4:!* '•�1:�''1►�►•♦�►•♦ \\\ \A., .. TTT. .--r.♦-��-��♦�� ;,- ��;.�.......►.r�••�♦��r � ENTRY HANDLE �♦��I♦♦��►�O•j��••`��••♦♦1 E. ►♦♦' j�♦♦��•�••'Z'��..L� 2 CENTER HUNG ♦•••••� FLOOR ! / ##i i • i 1 1 �4 •1/, .'gri f1►�Fir 41.7.7.7. grf1�! *"'f,r'11 11 .`i1, ?rfi1. l r Jr 7 '1' ••/�••� ��♦♦��•�♦� 1!!�'Ai',"►� 2-3/4 BACKSET +//�►1♦•�/�••♦rte•♦•♦•♦♦ ., , ♦♦♦♦rri'♦/►i►'�►ri♦•♦ I';�►�►�i�► ±►�G►+�fir'�i►' 'i�► i►'V'+� �ii1�'i'+l�r►�►'t►• ♦��♦♦��i�♦ ' ♦ ►'3 C'W"��♦1 ►!!►♦',♦•♦♦�I♦♦♦♦♦••♦♦ ♦♦�Ilt . 2 CENTER HUNG TOP PIVOT RIXSON H345 X 626 SATIN CHROME 7 7 7 7 7 + w w 7 w w •. 7 1 ► ••, 1 r:1 i . ..- +�� /��T�1-f� �►��I'' �- �,�. ��►►�. , 17��7�T�T�7� o4 BRUSHED �••�`•��♦�,`•��►�� ♦�♦��,�*�;�`�%�RS,�♦� r, ♦♦ ♦•�♦•� , ♦♦ •♦♦• �. .1 1 ! 1 1 . . 1 1 ►►��/_iT..,.41, ►1�♦��41P,I_a• '►�4►' alie`a fr'AtA'U:L.'�►MINI .�►4it►'.5:.�� , ♦� AT TOILET/STOCKROOM �1/� ♦♦� /♦•'J ♦�♦♦•♦♦♦♦' . .�,- - - - I S.S. BOTTOM \ *� RAIL 1 +' r `! ►�►��/ 1�;7 �. 13: .►.n�� /�•Z!'T''.-Ci- ��`�R'��,'+�-�`'ti-•� r3 . , .�. ►. , .► = 1 ♦� �, ►♦�♦'�♦• ♦ � I��, ��!.; r� A•. KICK PLATE AT PUSH SIDE, ��. ♦••��♦•M��••♦•♦�•�♦•♦� ��, \` •♦♦•11� ` �' ►'�•♦♦♦�" �Y '�IiVVI►�'�Y W`�►'��'�►� i ► r'�' ♦ . ♦ RAIL ►♦� 'I♦♦� �►�♦♦/ ■ .„ - - ■ 4aL ►•♦♦♦♦♦• ♦/ '\■EXTERIOR •♦��/ ♦♦•♦♦♦♦♦•♦: .i..,i..i.. .►♦•♦♦♦♦�♦�♦�•�♦�♦�♦�♦�♦�♦�♦�♦■�♦.►♦/ o '♦♦/►��1►��/►��t��11'•♦L''' �♦♦• . ' SEE DETAIL: t� //•- - - -r �1� ' ♦♦•♦• ♦♦♦ � RAIL 1 1 DER 626 •! EXTERIOR rr •Jj p• ';-�►- -1r -- R:1 .1-•n-'tTrn'r�T -•-•-•-•-•-•-•-•-•'•-•-•-•-•-•-•-•- Alb. AIL•-•-•-� Iiiii♦iiiii•♦•ii�i�i♦ii�i�i�i♦i " ��i♦iiii♦ii`i' .A 11'�'��•i♦�''♦♦ , BACK BACK PI ►�PaItT ►'►.∎►14.1 P .b.".2��'�ir`v'�� 1►��r♦••■♦ ■♦•�♦�♦�♦∎♦�♦�♦�•a♦�•�♦∎•�•�•..∎ �A♦AL-♦A♦ALA♦A•A.A♦AA♦A♦AL L AL AL A-♦A♦��/ 1 DOOR UNDERCUT /♦A♦♦ AL. AL Ak. �♦A♦A♦A♦�♦Al..♦��♦�♦A ! • 111 • 6642 li I�i�+'�:*'Tr'T��7� T�1`:+�1' '�I��-�� I��\ ' 7T�T�� ♦�+!!�!*�7�^�:�' ��'��1�1��.�.J►•,��,��,.► 3' ':a�: .'► ►.�1'♦ •♦ ••�•••♦� •�♦�•�•�•�♦•♦•• ♦ DOOR TYPE:Al - INTERIOR GLASS ENTRY ►♦♦�';�►.��•'�► r►��►1� DOOR TYPE: B1 BABYGAP FIT/STOCK/TOILET /hire►•A��:C �eftrA., 4.�►.fr'1.�ilr gi7 ..n�►j GAP INC. �._ v' �.:i.�.... �i►� � � �� i r4►� /L �ir .`1►4i►. r .. .. AI E.46..44.4.41.4.46 ` ..i► ►�i�`►♦�►�►.i►�v�il►�ilrr►rti►v� 2 TANDEM HEAD STOP WITH OLDCASTLE OAS-DS6 . ��..i•�.► :��♦��•♦♦��♦••`!IS� ��,0l r t.�♦• .•••�.��•�♦�♦�♦��♦�•��,��r---- - -", -,� ,--vo -i CORPORATE ARCHITECTURE • ►rrr�•rT�►7.�►��rr��-��:--*; 7:r�► -r- -�Tr-s- .►�r�rr��►•♦�♦♦�♦♦♦�♦'�►�!�''�' :''� w� AT TOILET ROOM: HANDICAP 901 CHERRY AVENUE ��..1�� '►..,�t,.i;?:i�i�♦♦♦��r..,��i.L..;....4.A..26..,..A.A.►..i, 346.4 .46. ;)♦♦��♦�♦�♦�♦♦� ♦••♦♦♦♦• ♦1►>�►'3►��O .�i I DOOR i• •! #3880 00 ►♦.�.♦.�� ;�+��♦.♦.�.♦.�•�.♦..�W'' W* �t�►��, � w T 'vj''' w�► �,� .►••♦••♦♦♦�♦♦♦••••♦�►w7� SIGN WITH BRAILLE, SAN BRUNO, CA 9406fi Y_��► ►.rL: .►►��♦ .L��;:_.,l►��t..i►�i��:��.►1.'�r��.u►. ►.��L_.�.►i.'f,�;L�3�� T`�T�► ,��►♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦��.� i 1- CONTRASTING COLOR RAISED 4.1 ••1! CLOSED ROCKWOOD i - . .. �-- .. - - .- �.-- - . •. �-V - - �---� - - - - - - �-- - - �-� .►•♦♦•♦♦�•�•�♦�♦,♦•+ter, LETTERING AND • •• POSITION • • ! ._._ _♦_,►��_ _ _ _ _ _♦_♦_♦_ _t _t _ _a_ _♦_♦-♦_♦_♦_•_♦_♦_♦_♦_♦_•_•_ _♦_♦_♦_♦_♦_♦_,►♦♦♦♦♦•♦♦�r•. ` �, �'� , , � r'•, j"� �� ' r TTT ri►�i`'7�i''Tc�'•T' ;71t�' 'RT' . ��♦ ♦••♦�•♦1•� '1''r�''0'�'�♦•♦•♦' ROOM ! BACKGROUND RETRACTABLE ►-►-♦-♦-►-I-v-.-;-...;;; ♦-♦-♦A. -I_-♦_ -i_4V.e_4!2r°14;tti.:7∎♦-*-♦=�►-+�►-L-♦-.-♦- A.+_ ► ♦♦ �i♦•�►♦ - 404 ►rl►♦♦♦♦♦' SIGN AGE FLOOR i , RETRACTABLE i STOP, SPRING LOADED V - - -rive: i'" "s 4-VQw j�4,, Tiffi" ' r" '1,-�r��-f; "R�lia' :v T / •♦•♦♦♦♦�i•♦♦♦e�� '►'�144 i!► ! � . ' - 1• •1 1 ♦■ ♦•♦••�•r••♦•♦�'r.o. �'� -�`�: ' 14,1* iT--� � ` _♦_ •_� �'-A' - a-��J 444 1 11 ! 1 STORE NAME: WASHINGTON SQUARE HANDICAP SIGN WTH♦�� vn,�'i'':� Q71w.wc !j4w:�^TI 5%1''1'Ri �► %• ''�1. 7169P'li► � - , , , 1 -1 ,� ?►'1♦♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦�1 � wok.- "" .4m:•fir+11011 4 / & n ri, " STORE LOCATION: C�iC;•„i�zii,Q;,r�`!1;L j�,�r�,V±`�?..tJr' ,z,�►?.V��►�',;;►`.U.vbi,,� '. ♦ - ��-��_��- �:4�..►4------_-_��_��-��.��_/►•♦4►• -7►1►�- �� + ! 1 = 1�4 WooD PANEL DOOR -�- -I,- - - y- -�►- - - ; - "rfnv :- - ,►�� ► ►�� ♦ ♦�� ♦� �► .- ►�� Al 4 ♦ 4`- 4 , , �c,. 1 i 1 - . - TH SOLID CENTER F !�►iT?l*}r+t►,1:*It� •,�T•!�'a! �;=!-+R�1R,♦ ;s►' . s �?�;�►�, T;TS�� . ►1, ♦♦ _ - - - _ �1► G�i L t+ ♦ 1 i 1 111 w� GAP KIDS BABY SUITE W14 t d ► �•�►�►VV�'�vti� ► �► LS�►� t�i� ♦d �J� � ' v .� a,, ,.��.. ,►� .�, . ,..., :1 ��i�„�v. ...- ,�,•i.>.�,,� ,�,,,,;-, ,.,►,,,., .-,�,.. �i� �- - - - - - - - - - . . ► ♦iii ,. , +� .� �► � KIDS/BABY, • ,, �►'1+► `!•`fR+�► .LR ► �• - !�'► . ..�`��` . r�� !� ►I 1 '� �.1 ► �,A.� �� ♦, , .� 1 !' . �1. .i�l,►, ♦��♦�!1►'/►I♦� ♦�iI•�.�'Z? ♦•♦♦•• • ` PANEL. SEE M. DETAIL:'y' # A. 0 I , + , �.I, , . � 1 ► ►1" . �I, �,1 00 III 1041 ' 4V 4�:IVO�i+� ' 41 4 ..14k 14.1��41$1. `'V.141:141: •�♦�•... ..�•�♦�♦•1 ♦ �•♦ 1 ♦� ••♦••♦ 111 111- ±1�♦�dw>� S, t♦w� +/��♦��!' ♦+L�v1�Z�'�►+�►-�♦�►�1 �v�� -,-n�-,r-.,-,. ;�-r�. .- -7.--• ■ ■�� ' ■■��■■�� 1/� •��►: �_�, ►♦•••♦••♦•♦' DETAIL: o 9677 SW WASHINGTON SQUARE RD. ►-.►w♦_♦_♦_♦_♦w♦_♦w•_♦♦_♦w♦_♦_♦w♦_•_♦_♦w♦_♦w♦w•_•w♦w♦w•w♦w♦_♦_♦_♦_�_♦_♦_♦�w♦-♦-! ' N �.. � ' . �.. ∎∎ ∎∎∎•�� ∎∎∎∎r1 ♦!► ►•t��►•♦♦••♦♦♦•♦♦' TI GARD OR LC) PROVIDE KICK PLATE AT 10 E ♦.�.��♦♦♦♦♦♦;►1 '''`�'' ' ... ♦.♦♦�♦•♦�♦♦♦♦♦♦♦♦� ..l1- - 41-V- -. A A ♦�.�� t'�ir` �1/� ♦♦�►•1►�►•♦♦•♦♦••♦•♦' 2-3/4 BACKSET 7AA�r�*T•�''T.--.*-�'r�':7f•�•�.-,�=Z• Tf*�T••,:.:-Z-�► r�'�.-r�f�-r..►T-.',7-�►^r-�►!►��1► �r f�` '��e'- / •-Z'�:��T? �f., ► ►'�►' r - . _ L\\ PLATE AT 97223-4452 , ► �. .i. ,! _! .r . �., i " ••1. ,.> •..# . , �,_.!, �� ♦��♦ v i�.'�f► . T��-1 ♦♦ ♦•�/ �♦ ♦♦ ♦♦♦♦♦� - cv ,-� PROVIDE ARMOR••♦ ►•i♦•♦/►♦ti♦ftettO AS'►f;1'AS►; ► tt•��- � �!�!► � .*{.�r ► ��,�, {� ��' az►-t+l+*�T� ��►/��r-' ►�rn��'�r� •t-�►�j�1►�►'�r�►�.� �► � ♦ ►�!► 1 - PUSH SIDE 10B ►♦♦♦,►♦♦♦♦♦•♦♦•♦1 , � `�i ttee' tr V. ♦/...--;1� ��♦ •.'`i'ii`.�Il i•`.t re ��►4 iffit ritil lii►�I►��VY�Y`L��:+L�•�•�..�►�4*-.- A�_ .��►•♦♦•♦♦ ♦♦♦♦1 . ' . -� -' ► '` ' i' ' l•,'�' '�'i' ;?'1 �'! �'�►'♦ti€ ;� !}�1'► '�e1•��► '��-�r-��r7��r-�rT�► ►�w�w7��►ww►• ► *T�- -� �+►�sw��►•��►��•��; ��♦•♦♦•� •♦♦� GAP PROD. I.D.: 0000044301 �► 0 L��1, h�.�� ' L�tI-V,,�'� 3� r`''� �� '�-" Vy Al ♦♦♦♦ ITR7�3' 7111" ♦♦�'�l►,'r'IA Try •�•4 'INR 4, fTV n`�11�'�i'�r %' '••♦ ♦•♦♦•♦�.�►�•♦'►':',:�1'1�' �''�••4 r DOOR UNDERCUT 1 ►.♦♦....♦♦.♦.♦❖...� �" yr�f� 'i •�j,1 '�= �•,.•.♦♦♦♦.♦•��♦♦'► ♦♦/tr��••••/,k'�.T-"TY'PTT'`�j 'AAP;�►,'�i j y, ��♦♦1►•••••♦♦'v - ..y.v,,1:-/,,.v♦♦/ 111• UNDERCUT DOOR UNDERCUT A.-.- -4 % 'n'i' - ;Ai; ',:1;'- -4ri etir.,7'71.- ?ArJ. ,?i--6- - - - - - --- • . ♦ ♦ ♦ , � � � � � ♦ � � ♦ ♦ � � 1r � ♦ � � � ♦ � ♦ � � � � � � ♦ � � � 1r � 1r1WWI/W!A•� ►wwwww'•�.►e-wyro►w�Illa PROTOTYPE V9 DATE. t ��Jl_�� .t►��J-•-1/ _��4��►:. ►��_��1��- r�� •-♦�♦�♦.♦- - - - - � �� ♦♦♦♦♦♦♦♦ ♦♦♦♦♦�♦♦♦♦♦�♦♦♦��♦♦♦♦♦♦♦♦♦'♦♦♦♦♦WWI/WV�'it 7'�•�t� nt-"raw; i�►��'Ao1 ►•?off/►' DOOR • • • •:•r • • DOOR • • r ROOM DOOR TYPE' K2 GAPKIDS TOILET STOCKROOM tf=r�T�•t•.0' ' rir'•e _t T_ ►' '-*..;•'v%y4*• A'-�'Z! ...t. •;t.,*tei tr, ,►. ,_►��►�� ►��►►� _ ._ _ ►�A/► l�Ilrv'.•'i♦ �1►�,-..4 ,20,- �� i,v,►►� 00 / ��►♦♦♦♦ r,1�►♦�lr►��r�`V`�•� >�4N, - 1. .1r 4 �L�v► -- � �1► ,. i► t'Il ail � 1 i EXTERIOR INTERIOR ►�►�� 08 11 08 .A1 - :� ,r;�==► d♦ 't�•�''' 1'`S' GROUP E1-1 -TOILET ROOM (SINGLE OCCUPANCY /CLOSET DOOR ♦•••••♦♦•♦•••♦••♦••♦ :��j�� , y"'iy.,�� =-�� '�� ALL FINISHES: 626 SA11N CHROME U.N.O. COAT HOOK 1 / HOLLOW -! ♦♦♦♦♦♦♦♦••♦♦••♦••••1 - - - - - -.- - - - ,.-- - - .Friinv431711.1WIR-. - - - - - - - - - - - :- .- ♦•••♦♦•♦••♦♦•••••♦• OPENING Q1 Q2 2009 �� ► ♦�T a��♦�ty�!� ♦T♦41111011011601,�� 4�,►��T♦�� 1 1 - i # STOCKROOM ♦♦♦♦♦♦♦♦♦�♦�♦♦♦•♦�♦•♦•♦�♦♦♦♦♦♦♦♦♦♦♦♦� ► •♦•♦■ ♦0� Q►, .. A_♦♦♦♦•♦•♦�♦�AID i� � ��11yt∎∎∎∎∎ �� fl FA em , k+•♦•„♦ „ii 3 4 5" X 4 5" BEARING HINGE +. ,. :: 111 1 J ♦••�♦/•A•�♦♦•♦♦♦♦♦••♦•♦• �♦��► � e I:i'L�, r �, �0 Art-Aoki: i� j j4 • 'v� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 1 PRIVACY LOCKSET SCHLAGE AL4OS NEPTUNE ! ! I�� ►7 AA.',P V '/`�.� i t, t.4-*4riVTio�TQ ifro `s►T 'jI�'jIT� A'-- --♦•, FLOOR !• DON-JO # OR 1 OR • . HOLDER REQUIRED DOOR ! HARDWARE •♦� ♦•• ■••••••••••♦♦♦♦♦•♦♦♦•♦•♦♦•■ 1 /I A:4A.... 1 CLOSER NORTON 85()1BF STANDARD a �'��'rT.�T.�7•w�!'7��^.t�7'rTf T � � �•��T•■��∎��IvI. - 1 ! • ` ` .! + GRAPHICS SCHEDULED ♦•,►•••,►••••♦♦♦••♦♦♦•AIL TTTT �'T TT `}� �I 7TT'3 W7jrW AT `-' T TATT ♦ ♦TT ♦♦,►,I♦♦,►♦♦♦♦♦�♦,►. & A A. ♦ ►�'� ►in�' °�3i,�t�►• •;> �i 747761177177�,•T,4,,•L., ;':►►'f , ,-'•J,� , •.�:�,. ..�..'��♦♦•♦•� 1. 1! ! . • i : EDGES ' I ►♦♦•i♦••��• O�'a&' ��*.'�11;�1►1•°♦1 �� rlkAi i&�i_i_ _ � _ � _ _ _ _ _ _ _ _ . _ _i�ii�i .=i�i _i�=� 1 ♦•� ♦•♦•t��♦�♦�♦�♦�♦�`�♦♦`'�•`r�♦`y� ►� �►7?,,a7 •, R �,T,.,, ,. ��'R��*,�►'S'•slr��!<,�=n-t 'U1%110 - .•is rrr�TT;'r,,� , -r. - ,^.,.. _ .; ` ♦�C��:!'�=� ♦♦♦•♦♦♦♦♦♦♦•♦•♦♦♦1 •♦•••�t`I�� :?, ,,1�! ��♦♦��♦•��•uk� ��♦•♦ fr�l►i v��'��i`s�`d�y ��s�yi�33��.�� (��,�,��Z:;,u��•��••♦•��•��'♦•••••��♦�•�� PROVIDE . . �•♦� Wir�� ♦•♦•••♦••♦••♦♦•••♦♦♦•♦••� _._ A�w�w�w�ww�w♦w�w♦_ _ _�w�w w♦w�w�w�w�w♦_�w♦w�w•w�_�_♦w•w♦i♦w�w♦w�_�w♦i , 1 /• ii►. - - - . . . - . . - . . - . . _ _ - -/ i 1 •♦' ti tp-��►,►►.��►*,t;►z,r. .T;'►�7��►:�►'�'�►�e'�"!:*TA7t'� . ,�►e7r, �+�!T�T'��'•" '"A♦��'�i�-n.3T��♦ ♦ ♦��? 'C•f: : •��n♦ T�� ♦��n�'�at � nT�� ♦� ♦♦�� 1- limy- e t i 1.•.W..f' �s�q7- �-I �► v J �t►::l-�.�r474.!�L�.7- --�♦-► ►yam lcari lai-'7��♦ . ..2.. ►. .a`►. .2.;,-�►`�.,Iti.�tiils �:��:�� ►♦♦`A� �1•�r.��•� ♦•• •1 `.i 1 C�'`3'�♦ ♦♦♦• 4♦ ♦•♦♦♦♦♦•♦♦♦♦' ' I /�� 111 PROVIDE + AT ♦•1•41� \ ►•••♦♦•♦••••�♦ . l' ilela►�i?►��♦�♦�♦�♦��47:III`2.31 ♦♦♦♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��♦�♦�♦�♦: ?V''1 �aa0�` 5 � .... To k ��j�'Tr�A fiAr,\�i� 1.♦♦��♦�♦�♦�♦�♦�� SOLID CORE WOOD 1 1 i 1- SCHEDULED 1 ONLY, ►♦♦��,►�_V.,.♦♦••♦••♦••♦•1 I`�♦�221: .�♦�♦�♦�•��♦�94747C ♦��♦♦♦i♦�♦��♦�♦�•�♦��•�♦�♦i♦�♦��•�♦:►'��?'♦'r�':1FIEr ' '♦' '♦'♦'♦NAT rZA ■ - - ■ ■ -_ - - - - i /♦♦♦t►•♦••♦♦•♦•♦♦••♦♦1 (+ `t�1.1 . 1 1.: ♦.AV�.a. ��:1. _.4:'.��:i��♦♦♦��♦��i♦i��♦_�♦�i��♦: 2 ♦♦♦♦♦♦♦♦•♦♦♦•♦♦•♦♦•♦ :NIP'I/T T■T ♦TTT ■♦♦T♦T♦T T♦ T♦TTT♦TTT T♦■■■T 4 T A 7 w -r r 7"7 T 7t w w W '' '' r W : T�w-7-' I Z w 7 7 ' 7 ' 7 7 '' 7 7 7 '♦.-♦_♦-•-♦-♦-•-♦-♦-•-♦_♦-♦-•_♦_♦_•-•_♦-1 �i•��•i.��•�i��i�i��.►i��♦��•�•��.��.►•.►�i��A1 614,........ .ILL/ ��S�y ?►.sir r �ji►�i►nyr/iL3►� ►j'�►� 'Li'trr �►♦♦��►♦�♦�♦�♦�♦��♦��♦♦�♦� ♦♦ ♦♦ ♦w GROUP : ROOM DOOR ��♦♦��!ir .AL,'fT,L� �3►i♦♦♦��c��'�1:?`��v��LZi 3iw '�i��S G�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦-� L�vA�►�4�r•..4..,�♦�♦�♦�•�• ∎ ■ ∎...1:V►�� CHROME NO SCALE ALL FINISHES: 626 SATIN U.N.O. i - - - - - - - - - - - SAL - - - - - - - - - - - - - - - - - - - - Ak - AL - � - i DOOR QTY. ITEM DESCRIPTION GROUP F1-1 SERVICE DOOR/ FIRE-RATED SERVICE DOOR A02_01 3 4.5" X 4.5" BEARING HINGE HAGER B81279 OR McKINNEY TA2714 OR STANLEY F8B179 QTY. ITEM DESCRIPTION DOOR INFORMATION FRAME INFORMATION HARDWARE* FIRE 1 PRIVACY LOCKSET SCHLAGE AL4OS X NEPTUNE 1 EA HINGE BB1279 OR TA714 OR FBB179 NRP MARK LOCATION NOMINAL SIZE(WxHxD) MATERIAL DOOR TYPE MATERIAL JAMB HEAD SILL GROUP RATING COMMENTS :: : ir'!' 11 1 i !- i 1' - •' i i i # !'•• i 1• ROCKWOOD • 1 OR 1 1 .. //�� •♦♦•♦,► � � ��♦•' .�Y�� ►�� ►1�' � •' `,l♦/ ��♦//♦•/�-� V/�� V�I��`i►� '�•• HARDWARE AL _ �� _��,�_ _ _ ��.,,��Attitt rlik _ _ ��i��►��_ �ti,_. �_ Akit ,ir. Ai.��4►____ ��AAi.��L �,AAA, ';L.,s4-' ..' ,��. ��..��... , SILENCERS ! 1 GJ64 1 - !• r /'If►.�#'�...., �''n►'a'_..: .- - -�'�'S►�'�-'�'�y'�'s- .4:11-117:40�niti rNV'..�st'�-r-�1' ,MI 11, -I'c-/-!'►-/1-%''' ► - ►-►"':-A-1'r-" - -. ..,r - ,• ' - - - .. .... - - - -,- - - , , ,,,,�-41 1 FLAT METAL OW FINISH: • ' MORTISE CYLINDER - +- : +' - 1 Ft 'ri' 4! 4♦,, -∎-• ..•. ..•❖• .♦.♦♦•.♦.•A♦.♦♦❖•♦. AlbAL .♦♦♦.•i•♦•♦•�i►♦••♦..•.•❖•►.•.♦•i•♦♦•►.a. a. ❖•.♦❖.♦. A AL ■, A,A. A 1 KICK PLATE DON-JO • 1 1 NORTON : i • , A. ♦tatter''''*4-4-- ?t;1.-4ter -44t -1�:i1.7.j -•4C47 ..- - -1►'�'(T;` -� iiiet rNI 't'l lib,fitt�A�'f imy- . - 'Mt - - - - - - - ' - " - ' -II r • • ►/,-_-_--A --_ . -�_∎-AL_�_ ,' AIL A�-L��`�ii�t.��-.A�` A∎41 ��A•��- -�AV-.-•��-i4....∎_k_ od :%IL A.J. .r�....._A:∎ ∎♦∎♦A/►.∎A -0A.A•-•A.-•-•�.∎♦�.�.-•A♦�.A..�♦�•A.A AT HANDICAP ROOM '!t' T�►'':*f''T '�f" ' l A��'��' �'!'LT e �r`.'��'' '�.* �S'•T�.'s', �'Ti�� l►�i��►�r'G��t7!'�►7/�A!i�r�1�� ♦� � �� ■1 11 i Ii ii �41117 Lei►.♦•♦•♦,''��E.heii►��`��%►�.it��'.►Caw.ii►Vr�•♦141,4'` �mil bl'l -�♦�♦..'✓��y� '�C!'�1`,�TrA 4`"'4♦/►'1. ♦/�. /►o.•.•♦ •♦•.♦•••♦•♦ 1 HC DECAL . • - Av A7, ♦�►�;+.," 1 THRESHOLD 1 i 1 r ►%►�!♦��' '��TVT.-♦-♦-•-, �� '��+ ��h�� u.,,♦��T��♦�♦�L�!'��A��A��Itp4v,,r? ��•�•!�'�� 7'!. r7..,0, .1 i,,!/!7�!! 1 V �3�► ► d♦/ ♦ t fi fig Z �►� t+�iQ S •►♦♦ ••• ► �► ♦ ` '��1►'�1//` ►mi► ►♦'r�►'�i�' ♦•♦♦♦♦ '' ♦A«► !►.!4.440 • 4.0.4ii. � 1 VIEWER ►! ♦♦� TRIMCO . • 1 ►/►••�L�•♦♦•�•�•�♦♦,�•�♦�♦�•�♦�♦�•�♦�♦�♦�A L ♦♦••AL.∎ :.��,�� ►•�,♦�•��.�•�•�♦�►•��♦��1/•�♦Alt►tliai' •e;.,��Mika.. lditi,V� �ILLI'"��v♦�.•�� •• • • DOOR 1• •1 OR ROCKWOOD i ,� lC=•=_♦��A, ■/��` ��y��♦_ _,►V�_i►�i�1��`��,jus►�V��_/�;�,_�L.�.Y��••��_�■_�I_�� 4��_♦�_♦�_�_i��_♦�_♦■_�_,��AL_s��_ �►• '!1V','j%S_��_►��F'�_a�n.►j��♦�►VP '�•4'�L►,�.j�i��•♦�•�� 7•■•�♦�•�♦�♦�♦�♦♦�• ■♦• CHROME �.∎-∎"In.-Amt-rs%�t•� w∎∎,t �7�±,!7Z�Wr&v,•7AP"1�,4.WT �'t1� �1��♦ •�� ',,1��I'NY V��'�F--- :�� ^w w ''' ♦ ♦ ♦ ■ ■ ■ ♦ ♦ ♦ ♦ ♦ ♦•♦ ♦ ♦ ♦ ♦ ■•♦ ■•■ ♦ ■•♦• ALL FINISHES: • + U.N.O. ARMOR • DON-JO • i i ..� . Aiiili lialti AL'.�► Art. . ' _.a. ..►_4.-40 . .m.. :!_∎ .i...� . _ ►aitbi._ . _ .d►. .__ .z_ ►_ ►v�. �yc��,��11.. _ . ..Aid.z'��i��i�i PROFESSIONAL QTY. ITEM DESCRIPTION - DOOR) 201 ENTRY - - !OR OR ;: • !_!& i!1P.I11 !iIi2aM•-# - (2)2'-11 3/4"W X 9'-11 1/2""H GLASS I METAL'TYPE Al METAL/ 10/A4-2.2 8/A4-2 7/A4-2 Al-3 PROVIDE SIGNAGE: *DOOR TO REMAIN UNLOCKED PASSAGE i X 1-3/4"D PR FRAMELESS DURING BUSINESS HOURS" 202-204 FITTING ROOM 2'-10"W X 7'-0"H X 1-3/4"D WOOD TYPE K1 WOOD 10/A6-3.2 11/A6-3.2 11/A6-3.2 B1-1 - -- 1 FLOOR STOP IVES 441-PA28 OR 1RIMCO 1231 OR DON-JO 1450 1 SET GASKET PEMKO S88D-17 OR S880-21 COLOR: DARK BRONZE 205 A.D.A. FITTING ROOM 3'-0"W X 7'-0"H X 1-3/4"D WOOD TYPE K1 WOOD 10/A6-3.2 11/A6-3.2 11/A6-3.2 B1-1 - -- , -,, 1 CLOSER NORTON : i : - +• LOCATIONS PROVIDE THE Fi i WING IN ADDITION: t, 206 TOILET 3'-0"W X 7'-0"H X 1-3/4"D S.C. WOOD TYPE G3 H.M. 12,�A6-2.1 12�A6-2.1 10/A6-2 i - -- • i1 1 iil i i a 207 STOCKROOM 3-4"W X 7-0"H X 1-3/4"D S.C. WOOD TYPE K2 H.M. 12,�A6-2.1 12/A6-2.1 8/A6-2 C1 1 - • g 208 STOCKROOM 3'-4"W X 7'-0"HX 2-1/4"D S.C. WOOD TYPE B1 H.M./WOOD 8�Afi-2.1 8/A6-2.1 8�A6-2 C1-1 32"H X ARMOR DON-JO ,• ! DOOR) �;-��-�;.,.; .; 1 1-��-;r-x•12.+ 121 1� r r♦r r♦♦♦♦♦♦r♦♦ r r r r 209 EXIT / SERVICE 3'-4"W X 7'-0"H X 1-3/4"D H.M. 'TYPE X2 H.M. 11/A6-2.1 11/A6-2.1 8/A6-2 F1-1 45 MIN- -- �.s.�.iL•.u.:��...�.��.L.i.. �.�.�'<�.n.�s.�.�.r�.al.�. Stu.��♦•��•�•�•i��•♦��•♦�� . " 4,....„,i,-:-7 , ,14,,,,,,,,i,:) 11\A • , 111• t13777. .I;►!dirt� �1r.47�..7..A I'..4_ ,,`°`.ZEIT IT8.Z lavit: ��.7.: _:_:.7.:_:_/ 210 MANAGERS OFFICE 31-0"W X 7.-0"H X 1-3/4 D S.C. WOOD TYPE X1 H.M. 12,46-2.1 12,/A6-2.1 11/A6-2 G1-1 - -- -� 7 T !±mow 7 T 7 ♦ 7 �' -I 7 ♦ ♦ '� ; ,,� •• �- .. 7 7 ,. -. 7 7 7 7 7 7 ET'�� 'AAAA�♦rl , hA�'"!t"►'�'7`►m1''�T' rT'L�r1.�t?�*�"'TnA�� T�'�lA�!► �!♦ . r�r'.7� 7!►!7��'A-AAA�TA . !!►A�!!' 7 !*��11►�► ♦�� '-P4■14-1 PILFER DOOR , ►4♦♦ Z"Aril 1 :LIP:1 r+T i♦ lik1 �4�♦♦♦�♦�♦��♦�♦♦♦�♦��►1�JI►♦♦P W♦♦♦••♦�►44e- 4+ it,t•4! *0 � 4 ' '• `'♦',' �,�♦•V" 't'♦•>�►�1i Qy3►-AO li �•♦fiI' ' 1, ftC*�♦•1►s /t• ZI'��T��•#01�5�♦�� ''�`h� �t1��-+> ♦_��♦..ate . _.s.. .y_♦��► .�. ♦_��♦_��♦_��♦_��♦.) ♦•♦ ►♦r♦♦♦♦♦♦P• set' ♦ ►.. /1+•♦ ► ►� • ' ♦ ►4►:�4►' . /!►M � ►444i1►g,.?'•;,,r r lug,„ _ ��i%l►.�1`'r•+•i��/►� �♦.11. A. ♦�•�•�♦�•�♦� A`'.►A&AIL.►��♦�♦A•A�_4_ ∎ Al•♦4•�•�♦�♦��i�.►1:Ra.46.��♦_♦♦ALA► ♦i.�__ AL , •A•A∎AL. AAlh.•-1�:.2�� .LA!iI...`.♦A♦A♦A�� A 46 II MORTISE / 1 _ _ _ .4_r3_�i►_.L_�l_.L._�u�._ _ _ _ _rl._L._i►_4_ _ _ _ _ _ _�_�_�_�_�_�_�_�_�_-_�_�_�_�_�./ w�►,r,*,�.*. ►.,�.rw� ' w �►�ww�►�'w�l,wwww��.ww� wwww�www ��wII►� ��LMr4• . ��i.' -,--2 f,•:i��=' �� -4 IF-ZII.��,,T,V:,.��.3E21♦•��/`X170 110.Ziat• �GASE. � )♦��v1� ��♦•:/;:II;,;.►�•�♦�/►,1�:�3�♦...,.d`>ATIZI Oi!0�♦♦ ►1701♦♦1► .... . •�•�♦�♦�♦�•�♦�♦�•�. .�♦��♦�•; - •• 1 / • • - • _ _ _,,_�W�_ _�r_,r_ _,_,_ _ _��._ _ _ _.Z►- ►-i�_.a _ _ . - 7 �►r!I�!'-�..'•7;► r�',w"�/7 �►w�I �I w�!!�! �1T �� •- .,� •��►�• w�► �► �� .- ►-•-•-.►- -r -•-•-•-•-•-•'' 2,0 -�►-T-Z-:- .T-.7.777- •-.►4ritr♦c#�t. FT747 ♦�rie F-•ir''a'�'a "�vIr TorI.�. S ,,1L _tql r• ►'i', ��'•�Tyti r,,,,„ •4∎21,1 ♦♦1L, 3,""•♦♦♦♦♦♦•♦♦•♦•♦♦ ♦v1 AT FIRE 1 111- ..1 , .♦_♦_,. .,. ._�L_s_ _♦_♦_♦_♦_♦_ ..-4,-,,_..,..,_‘_..,,,,.__"_-_-i _ - .r.��..a.�..a...�..�....�.�.�..�.. . .. .v.. .�a.♦..►. ..r.a..��i►..�.....♦�.�..i..�.♦��. ��s►. .. ..L. ►. ►i.. - ...:♦ - ..�♦�a♦�.�.��.�.�♦�.��. .�♦�.�• - - - - - .. - -�- - - - - - � � - - _ - - - - - - - _ ,,„ �! " ,�:!T T♦T ♦ ♦ ♦ e!♦.•,, -,Ai„ „/ . ,,Aw ♦ ♦w7►, T♦m- T ,,„-,r T ♦�/T♦�r.I, ♦ ��T�♦T ♦ ♦♦ T T ♦♦T♦ ♦T T ♦ ♦T ♦ TTT♦♦ T T♦ ∎T T - - - - - �► w .� w - ♦ - w •. r w w - - - - - - - ♦ ■ ■ - , - ■ , ■ - Pr - - 11P7 �i?• .. ��r,, * .;;r I '\e- -:LID'�R�'!/�' olly ��'4c►• `r:4 ��.♦..♦/► 740 �74 ', ``'"1 lilt, 04 1 V'1 : Etnir �'`I" MA! �. ► .1 ♦ ♦. ♦ ►. , - . . . ►.ra►��, .i...�i..•��.. . . .-,.._..'?��: ►!,i��.�1i��i�'v'v'i:-∎'v'v�_u�∎i∎_s ' ► ... .c��_ �A��:��i�i�v'v" �rv'II v' v v�� : � � ►s�44� .,r�r'rT►�•444�►��r•�►'�. � .4 . r'4444444444444�:♦_♦_♦_��_,,_ _ _ _♦_♦_♦_♦_♦_ _ ._ _i_i_z_u_ _ ._ _ _a,_�s_��_�_�_�►_�_♦_♦_♦_♦_♦_♦_� _ _ _ .. _ - - - - -VP' - - - - - - - - - -■- - - - ' � i'1' _ _♦_♦.L_d_Lir_ _ri`_,IO_X11_♦_ _♦_��_ _ _44.71�►_•�1_�i_• ■_ _•Tr_,_♦_�_♦_♦_�_♦_�_♦_♦_♦_♦_♦_♦_�. �.�"��'�'4T• ;N N.��♦ �►e� �"I�► # '. �+►�/pl. 4,419' of * :A '��`�!�'+�,��►1 1. • co. ,tstk'� . .1p- 1, Ire��►��1,t t ►:t,N, ' "71771 ,��►s- - -�►. �;- ., - - - - - -�r-z-.,iircrvi-,;.: .- - - 7.4-l.-.T,;♦,� =^'ri♦• ►♦i►�i►►v�+♦♦♦ 'C+ � � ��v♦� ♦� V♦ ►�4►�i ' �V/t•� �►i►� 'd'G •♦•• ►'l �i.♦.,�. , v1 �1��!-� ♦♦� ♦r♦♦'�1►��►��•��w�''�)�u�� 11i�4♦� �L! ��tT?�T�AI►��>♦ti>� �I��'-�' ■��►•••d♦•••♦♦•�►••♦•♦•♦••♦♦♦•♦♦•♦♦♦ ♦•'►♦♦•♦�►•♦♦d'♦♦•♦��♦♦•�►♦•♦•1/♦♦� f. _,fi•'.�"��!'� � ..,♦��j�s♦i♦♦••' ► ► ,• ► - •.- •• • • r••• �-.♦_ _♦_.►_♦_♦_♦_♦_♦_._♦_♦i._♦_.r♦_♦_♦_♦_♦_♦_♦_♦_/._♦_♦_♦_♦_♦t.♦_♦_♦_♦_♦_.►_♦_♦_♦_♦_♦i._♦_♦_♦_'._♦_♦_♦_./_._♦-._..♦_♦_♦_♦_.._♦_.L.iJ_��l,.a _V1i�..►7 4-,..116:4...4" _�,_♦�♦_♦_._._. , 1 Peachtree��i�i�i ►�i�i�i�i�i�i�i�i�i�i►_s�! 't�,��.�?��,s iriri!►iriri�!�ri�►iri�i�i�i�i�►��►i!�� ►•�i,,� - - - - - - - �**- - - - ►- ►- ►-s- -•r,-�n- - `-� ►:r,,-s.�;�- - - - -+..-?-. - - -, - ,- - - -��-,►- -, `-�s-, ,-, ,-c►-. - -,►- - -, -z,- - - -�P-. -, ►-, - - - -�- - - - -�- - - ►- - -�-�- - - -1 + ,' -,5 -.Y� 421..�'aili , �'.`i[ 4'•IL►L - ...��.' .•4►{d► ♦�-71 i Q.-''V i �L•iriti..oft•__4... ir.... w ►_''.r�v�: . ►_•w•_•_♦w•_.w�_��_♦_�_..._�_�w._A. ALL QTY. . . DESCRIPTION ►.:ii i!♦:i^ 'ra�A�� AaiL ■ . �iW W tA1�'��.�� ''i=EGL At u�'i!WALOAL��♦AL ■ !��Ab. A, A.!♦!a'�''.-1. A' .r4��►ZNAL.!! ∎• el. AL AL ∎. e!♦! !!♦!♦!♦!♦!♦!♦!. AL ■ A♦!♦Z♦!♦!♦!♦!♦!♦A∎ 30309 414 601 viii 404 61 •:1 3 4.5" X 4.5" BEARING HINGE HAGER 8131279 OR McKINNEY TA2714 OR STANLEY FBB179 MIRY ! :1 - 1• 1�'r►♦,► �V'♦♦♦♦♦ 1 `al""v `7��elrsr '��' r ♦�L�,�ikri�tti•♦ ''!tT+:� ' ♦-wrier-IT►Am/1w>��♦•''Q � 1r7.' ♦ lO♦"7t 1�r -7111 fit+ 17)�'� "''''N►''� 07 ♦ � ►'►♦♦♦rt►••••♦•t►Z�♦♦♦ ►r/► ♦'�r►i►`r►1►♦r►♦r♦♦'w40',' ,►�♦i►�i'ri► '♦♦♦♦•vr►♦♦/►1►r♦♦ ►♦♦/y�►�Irz�+�►♦�/��vr�'i►�+♦�'4♦ TYPE: 1 NORTON! : i : Oh.^�•_♦,_s•, ♦♦ ►*••_♦_•_•Atitb.�r�J__��•��_��••4�•_•••_•I.♦♦•, •_♦_�V'/ +�t_t_C7�_•..._ _•/♦��_•_••_/ •_•_A•_��♦�_♦�•�_•�_��_•�_�L!1_li1), '1 .1i�. - .41,,4.46,._�__•�___•�_•�_♦_ DOOR 1' DON-JO # OR 1 OR ' ` • •"w f"trirr fntr►•'',r'V '�w� 4'?�'� 470'7 1FrrtOr^7171 Ni Pr'�♦♦�wiT�••♦1'0�^��/1r•��,►�r�`'�� ♦•♦�•��♦ �♦••♦••♦•♦♦••♦♦, LANDLORD/PERMIT/BID it« 4►.r;ir�AL.v..�S.4►._�� b.: Ad_.►i�4�.i►1�`. .ij. .6...r �. r.�v� . ..y��. .4,6. A.► _f��_.L.,...._/L,[. .Z.�4►1►.►_ . .►��.`� �_��_ . -��_��_�.�_�_�.�� . IEIIIIIIII COAT HOOK ROCKWOOD RM801 X 626 SATIN CHROME ►4i rem., v rirm `►47.74i�/�lii►�..►07 ron.7v�virtoR� Litir„Frer.�v.., 47 47--...,��i4,'1`.'I, ,1�� 4.7111E�1�Er/∎∎ L�t ��►ilL II 1"46 �i..■i�� - �. w 7 7 - - - �• 7 -" ♦ w - �► - -! w - w - w w - P w - - „Fr - w - - „gr.�� - - - - - - - 7 - - ► - - - �� - - v, ♦ - - - „r...- ♦ - - - - - - - - - - 1 VIEWER TRIMCO 975U OR HAGER 1755 OR ROCKWOOD 620 ' Ibri,��►�''3•��♦'lL a �,'►�7-�►c�'1'�►1'�1∎-.fa .41.1��11i`'?. As. 4. T1� R/��<<i/s'7%':�'S►�11�`��1' .-a`��.,��''�� NOTED 4. 3 SILENCERS GLYNN-JOHNSON GJ64 X GRAY ri": -1►-�i', "T+i - - - - �E- *-'f-1r c4'- '-R- -'�'i�-1r-�i- 'i ii-*or..-.e-7-�-1:07- - - .R-74,-T-..4.17r*-1Fit:4-.-4'f'-�-�- -��v- -�� -'►i-3-T- �'!r-'�-it-Air;.--T-T- - - -�-�1�.�: -. - ,- ;�T _ - - - - - - - _ i►'♦•�+�+w�r�•♦�►� i s►i►��/,��i�`l�♦�V -*or. ♦♦♦/►� � tQ♦� ' ♦♦ ♦/�•�,�� ► � .•�►"�j�,tti '�• y ,,�,.!♦♦• - • -,y tr�;r,,1 . ,� ,�� ►�� •,, ♦ ► ► r1 �►rr�♦•♦♦♦♦♦��.\, ��;► ,-��1►`;► ,, ��{♦`iJ��•`♦,'•f,',1,./��1♦♦�1, `L� _ `.4` 4.r.r`r`�4.4. •Alh AL ♦A♦ •♦♦♦�.�♦�.�♦.�♦� �� ♦�♦�� •.-♦�.�♦I.�.�♦�♦�.�♦�♦�♦�,'♦♦-♦-♦- ♦ ♦♦��.►♦.♦�♦�♦�♦-♦�♦�♦-♦-♦�.�♦.�♦-♦�♦�1'♦.♦-.►♦-♦♦-♦I.-♦♦.1►♦♦♦♦�1,♦♦-�i�il+ir�i��- -�i�.ii��- iYr��I��i►+Y�V�r�'�i/�•�.�♦1 ►'AAAAr'"7'r'�7"AAAAAA�T'T�'AT 7? �T�i f ►T , .T ,�(�T��T�� r !fj"7��,,Z'1''�"T`i,''IT��'F��' ��'��''9'��►'7"',P',♦ 1' ��%`''T�� Ti��'!► r►�A 1►c�; !'� �!►�!��'�A��►�►jw��i, A&E JOB NO.: 20080475.5 �♦♦1►'t� �` ' •♦♦•♦♦/s \ir'�••ice� '- •.0 tv� �''V'�',/' -V`i vi•♦♦♦♦♦♦♦1►4 A. A ■ A►l"r ...4► .6.Ai►��♦♦,1'∎� .h�J��Vr�,►..i►-..9A'.\iris►��•♦■♦/WAWA....6.AL♦AV.4.. ♦�♦� �11�/��"/11,1:1•r.I.../MIA:aalf- in lr/OV∎ ♦•/w.w+�i�►A./k A∎ .AL A.-� �� ♦Alb. 4 ♦��..�.►��;`y�i��►.►`.```�i..►�i►r..►i��I►�./'A7 �►`#!�!►? �''T �''�"'�.`rI_ '9'l��/"�'C'A33$74"17,1 AAS'•TwA �'TAAA 'w� A �I��AA1►7w!��' AAAAAA‘'AA'�A'�AAAAAAAAAAAAA� ••♦•/ ••♦•16. Alb. ►••♦••♦•♦•��••�•�♦�•�•�w•.��••�•�♦�•••��5��♦•i��►�r��..raLr :��♦t��i`y..:►�Ii►Zi��i j��L=�� . ♦♦r11��.��♦i♦:�ii3,u�'�♦�♦�♦�/��.��y��►'��:1��.►i�r�n..d��1►`��'��♦�� ‘4'At. ♦♦�♦�♦�♦i♦�♦�•�•�♦�♦�•�♦�♦.►�♦i • ♦ ♦_ ♦ Q •�•_•�•■ _i/�_ ♦�(•■_[ ••• _ _•_ _ _♦_•_A_�A_♦A •A_♦_/•_•♦A4 11.A_♦._♦_♦._♦_♦_♦■ ♦♦♦• ♦• ♦Abbr. •..∎Al. :♦A♦•�•A♦i 4,1-'77 AT.,C''v ilk�r�79 `" ' r:14 VI',w� '�1 ,-- -TI ''`' C` -4 V,1T�A0..er• W' ,►'• ''':S 1' eer4 I; ;7' '' ►� , ..1►�♦T.4 7;7 P ♦T 7' a•1.� T T T ♦ ♦,,�, T*T ♦ . r • i ' SCHEDULE�=�=� i�i�=�=�=�=�=�= �.`' .? � .♦i�=�i�=�=�= �i�i�=�i�Aim, i�==�itk '. = r=�� A�♦===�i��i� :=��:====40∎��I,?L,..b• AL., 4�'.�i;_♦�,i�i�i�i�=�=��i�=�4 1111' -..--4110%, ,T,, ,s;�,,�,��►��►i�,,r� �j►L�,js;��c�,��.►��iii►�iiz iii►�i;iti%i��i'�-�,�� iiii"Seirriblia;:_;gp,41-v,,,� i�_�!►iii�ii siiiiiiiiiiiiiiiiii - �.�,,.i►.�s►.u.. �44� ��♦ �.?•,►144 S• �f1� ►►� ♦4�►t♦ 1►,4444444444444��4♦f;4_14 - - :?i' �1i- -rn- - - -4 i►- i4Tii7- -�:'- - -S-T�1,-4ki f,„*'?- tat ;,-3- - _Ail ;, - - - ►-*-, - - -i - ,- - - -1�- - -, - - - - - - - - - - - - - - - - - - -�/_Li_�v�_�1�t_� !':+_�Lu►_,_j'i�.L •�- �_4'�_�u_u ♦�!_�. �►�iL`�LC+.�l l� I�_ �Q �.G_♦_��Z♦_♦_._♦_♦_._♦_♦_♦_♦_♦_♦_♦_♦_♦_♦_♦_� - - - - - - - - - - - - - - - - - - - - - - - - - - - -rat.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T , . ► i' �♦�741 ; ♦ ►1Nitr�'�r4:7 - ... :'7 �.' . 6 ��-?��♦ R' • 7.�IIka e-A.�►T C• reri�♦:► ►L;ti'�A♦��►e�AAA►Z�♦♦��♦�..��4444 qr 4L��-�-//Lr�1.rw��ii��w.-.iC+wvwW��1��►��►:. ►��;[i-�i:.♦-1�� -�L►_i'1�.-•wV.. :� ��w�-��jL`�L'w♦w.w•.`►.!la�:.Q� I L:.I�.a�rL �;1-�i�•- ► .. w - .. ., w . - - • - - - w w w w w w .. - w -_ SHEET NUMBER: Ao MIMI 2 .L'.4 Sr�'t :: ♦♦��:t I►'riY'�'�t�� Wier' �'°u=1•♦4i►'=='u'♦!♦�' ►►r1�ir..�!�! 1''.'! !��.n'G''d''4►=i'r Tr6' r ii t3=�! !Lr'd! .�! .�0�� !G►t.!�!�!�!�!�!�� DOOR HARDWARE NO SCALE 7 DOOR AND FRAME SCHEDULE NO SCALE 1 - A02 01 0 1 WALKS AND SIDEWALKS SECTION A-A NEWSTORE/ FULLGUT -0 4'-0"MIN. 1!TO 24" A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR z�, ' ' 18'T019" BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. 60° R=112" 60° R-1/2" Z� 6" MAX. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT '..- MAX. ••°; MAX. �, z 6"MAX. i � \\ 'X AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. o z, \, ,... C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SUP-RESISTANT. / • •04• •o,• N �� ' D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. ' ' •4 ___ ' ' 1 1�2" 6" �U N .... t�1/� E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR �\1 1/2" \MAX. MAX. / G g ,.\\\\\\\X RATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE MAX. STAIRS PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL, AND A MAXIMUM OF 1/2" IN SIZE. PROVIDE SECOND SET OF HANDRAILS 24„TO , CLEAR \' N , F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL _ 12" AT 24"(611WHEN CHILDREN ARE 18"Ts FLOOR , , , A M� . ..' �' PRIMARY SERS. ,, SPACE \ \ IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. \ � G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN TW=TREAD WIDTH(11*MIN.) DRINKING FOUNTAINS 6" MAX '�8" MIN. \ CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT �. NOTE:MINIMUM STAIR WIDTH=36" �, NAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVEL GREATER ' 10 SANITARY FACILITIES ��\\\\ ' NOTE:ALL STAIRS TO A. GEOMETRICAL SYMBOLS1`��`�� THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS, M2" HAVE CLOSED RISERS. H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN EQUILATERAL OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP „ l ,, 12" = TRIANGLE 1/4 INCH NICK WITH EDGES, 12 INCHES LONG AND VERTEX POINTING UPWARD. MEN'S GAP INC. THAT A DOOR OR GATE THAT STINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK WITH EDGES, 12 INCH IN CORPORATE ARCHITECTURE 901 CHERRY AVENUE TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. DIAMETER. SAN BRUNO, CA 94066 I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS OF AT LEAST 5 FEET IN LENGTH 2• UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH NICK, 12 INCH DIAMETER, AT INTERVALS OF AT LEAST EVERY 400 FEET. HANDRAILS WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. 3. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE STORE NO.: AND THE WALKING SURFACES ARE NOT SEPARATED J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, O DOORS 9643 BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING STORE NAME: WASHINGTON SQUARE WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL. A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE 4. RAISED LETTERS SHALL BE PROVIDED IN CONFORMANCE TO ANSI SECTION 703.4.2 AND ACCOMPANIED HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. BY GRADE II BRAILLE PER ANSI 703.5 AND SHALL BE INSTALLED ON THE WALL ADJACENT TO THE B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT STORE LOCATION: ®2 TACTILE SIGNAGE DOORS AS FOLLOWS: DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON GAP KIDS/BABY, SUITE W14 A. WHEN SIGNS IDENTIFY A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, OR WHEN SIGNS DIRECT INTERIOR DOORS - 5 POUNDS PRESSURE THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH THAT BRAILLE IS BETWEEN 40" AND 60 ABOVE FINISHED SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH 9677 SW WASHINGTON SQUARE RD. OR GIVE INFORMATION ABOUT A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, CORRESPONDING EXTERIOR DOORS - 8.5 POUNDS PRESSURE TACTILE SIGNAGE SHALL BE INSTALLED. FIRE DOORS - 15 POUNDS PRESSURE WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN TI CARD, OR THE SWING OF THE DOOR. ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE. 5. PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE 97223-4452 WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A C. FLOOR LEVEL AT DOORS ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. B. BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM, THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN HEIGHT. GAP PROJ. I.D.: 0000044301 WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6 IN HEIGHT. BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED PROTOTYPE V9 DATE: C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. THE HEIGHT OF VISUAL HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER CHARACTERS SHALL BE A MINIMUM 5/8" PLUS 1/8" PER FOOT OF VIEWING DISTANCE OVER SIX FEET. HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 08/11 /08 CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM CHARACTER STROKE WIDTH OF VISUAL ONLY CHARACTERS SHALL BE A MINIMUM OF 10% OF THE OPERATING FORCE OF 5 LB/F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE OPENING Q 1 /Q2 2009 CHARACTER HEIGHT, AND A MAXIMUM OF 30%. TACTILE SIGNAGE DUPLICATING THE INFORMATION SHALL LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. BE PROVIDED, EITHER AS PART OF 11-IE VISUAL SIGN OR A SEPARATE TACTILE SIGN PROVIDED. 2 D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE 1 BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2". CHARACTER , ---- . . ` 112"MAX. OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER 114"MAX. CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 STROKE WIDTH SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 15% THRESHOLDS INCHES A.F.F. E. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE CHARACTERS SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 6A. THE SPACE BETWEEN TWO CONSECUTIVE INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40" OFF THE BACKGROUND, WITH DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A DOTS SPACED 1/10" WITH-IN CELLS, AND 1/4" BETWEEN CELLS. (OR SPACED PER ANSI TABLE 703.5) INTO SUCH SPACE (SEE BELOW). CLEAR FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES F. TACTILE SIGNS SHALL BE MOUNTED 48" MINIMUM, AND 60" MAXIMUM ABOVE THE FLOOR TO THE WITH DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CENTERLINE OF THE SIGN. AN 18" X 18" CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, BEYOND THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F. ON THE LATCH SIDE OF THE DOOR. WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL ` RIGHT SIDE. OPERABLE PARTS, INCLUDING COIN SLOTS WITHIN 40 INCHES FROM THE FLOOR. / I- - - -I PULL SIDE ' r- PULL SIDE X=36"MIN.IF ' G. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND §ECI I Y=60" MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. OR A LAVATORY OR COUNTER. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERS SHALL BE m o I 24"MIN. ,. X=42"MIN.IF MOUNTED NO MORE THAN 35" FROM THE FLOOR. zo Q X �` Y= LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7" MIN. TO 9" MAX. FROM THE FRONT EDGE OF THE TOILET SEAT. G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE / , - z CC .oLu� SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT. / (/ \ o° \ m o°~ I H. SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED "" I FOR SINGLE ACCOMMODATION TOILET ROOMS.— ---I, c:::,) ,F=4/11111IN - _ _ _ _ PUSH SIDE -4-m< PUSH SIDE _ , z 54" MIN. OTTOM RAIL [: II i LATCH APPROACH HINGE APPROACH \ 1 1.. PICTOGRAM z OR PROVIDE .• \ I g WHEN USED m y _`� '� u a KICK PLATE ow M =�� I I PULL SIDE „ AZ, — - - I 48 MIN. - �_■. 18"SQL :•.::: z "M CLEAR SPACE IS NECESSARY TO II� III oz LOBBY.. I 18 IN. ALLOW BACKING AND `"m RAMPS CLEAR SPACE 18„ TURNING SPACE FORA TOILET ACCESSORIES 32" 18�� PROFESSIONAL STAMP: A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1:20 1:12 MIN, WHEELCHAIR TO CLEAR THE 36"BAR ( IN- MIN. MAXIMUM SWINGING DOOR. - - - - - . ,.;; �"° 72" ROVIDE THIS r 41 B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72 SHALL HAVE HANDRAILS ON BOTH SIDES. z 32" .,• , ,1 C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. m I 1 ADDITIONAL SPACE IA CPR. 'R 1 Mny ;I / D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 co IF DOOR IS zo v c v,1! INCHES CLEAR PLUS THE WIDTH OF THE DOOR. EQUIPPED WITH _ 30" DO _. UPE, E. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. -„- BOTH A LATCH AND I_ _I� - - �• �� i 46}, F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24-INCHES BEYOND THE STRIKE SIDE OF THE DOOR 12 MIN. �, A CLOSER. / -VI q AT EXTERIOR RAMPS AND 18-INCHES AT INTERIOR RAMPS. PUSH SIDE (60”MIN.DIA. VERTICAL GRAB BAR G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES DEEP FRONT APPROACH VESTIBULE FIGURE T® CLEAR l W H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS ® PROTRUDING OBJECTS KNEE AND TOE CLEARANCE ,��, _ 3 MAX. 0 / �iJL�.41L 1 ii_ „ 30 INCHES. g�� 2w,,�� ■ 34 MIN.�, 60"MIN. �, A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" MIN. / 44"MIN. 48" 60" CLEAR I. INTERMEDIATE LANDINGS ON RAMPS SHALL -_ - I 80" 4" / CLEAR r r 12 MAX. 3" AND 80 ABOVE FLOOR MAY PROJECT 4 MAXIMUM. LEADING C HAVE A DEPTH OF NOT LESS THAN 5'-0". M EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE / -1 / M1NXC48EAR ARCHITECT INFO: WHERE A CHANGE IN RAMP DIRECTION I I — — STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND I / FLOOR SPACE TOILET ROOM PLAN/OCCURS, A MINIMUM 60" BY 60" LANDING I RAMP 80" ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY SHOWN DASHED MULTIPLE ACCOMMODATION SHALL BE PROVIDED. NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN °BAR MIN. GreenbergFarrow " DOWN ACCESSIBLE ROUTE. z ' / 36,. q q 18"MIN. 18" q J. RAMPS SHALL BE NOT LESS THAN 4'-O" 1 / 42 BAR MIN. \ 1430 West Peachtree Street, N.W. WIDE. RAMPS SERVING A PRIMARY 24" INTERIOR B. HEAD ROOM: 80" MINIMUM. N � / c _, ,` � s 1' t ' ENTRANCE FOR AN OCCUPANT LOAD OF ELECTRICAL L - - N -- N Suite 200 Atlanta, GA 30309 300 OR MORE PEOPLE SHALL BE NOT LANDING AT RAMP A. ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 y -1/ 28" i 32"MIN, t:404 601 4000 f:404 601 3980 �� II , LESS THAN 5'-0" WIDE. INCHES ABOVE THE FLOOR. m I/ N I MI , N CLEAR K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL B• SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND _ �/ ( � \ - ISSUE TYPE: VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 � J 60"MIN, LANDLORD/PERMIT/BID 11/13/08 LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND FEET ABOVE THE FLOOR. ' ,11" MIN, 6" MIN., n 60"MIN.DIA. 12" ' , EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, 25" MAX. d " MAX CLEAR GROUND OR SIDEWALK. L. SURFACES OF RAMPS SHALL BE SUP-RESISTANT. ® PUBLIC TELEPHONES M 11 SCALE: NO SCALE M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAILING OR PROJECTING SURFACES A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES THAT ALLOWS EITHER A PRIVACY LOCK DRAWN BY: RDF THAT PREVENT PEOPLE FROM SUPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT o ON DOOR MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30" TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO �- A&E JOB NO.: 20080475.5 r 12 30 FEET USE WHEELCHAIRS. 32"MIN.CPR. TOILET STALL 16 40 FEET INTERVAL MAX. 18"MIN MULTIPLE ACCOMMODATION SHEET TITLE: 20 50 FEET B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 54 INCHES WHERE SIDE 42"GRAB BAR 0 STAIRS REACH IS POSSIBLE, AND NO HIGHER THAN 48 INCHES WHERE FORWARD REACH IS REQUIRED. 36"MAX. ACCESSIBILITY COMPLIANCE 0 DRINKING FOUNTAINS PRIVACY TOILET A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS MUST BE 1 1/4 INCHES TO 2 INCHES IN EITHER WITHOUT STOPS ANSI A. THE BUBBLER CAN BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE EN CROSS SEC110NAL DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN El`� ROLL PAPER HOLDER INCH. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. 17"ROLL PAP B. EXTERIOR STAIRS: CAST IRON (NON-SKID) STAIR NOSINGS MIN. 2" WIDE CONTRASTING COLOR STRIPE AT B. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF ±46" FOR PEOPLE , UPPER APPROACH AND AT EVERY TREAD. WHO HAVE DIFFICULTY BENDING OR STOOPING. 17" ir Altill C. INTERIOR STAIRS: MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER C. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH. ON A FOUNTAIN WITH A TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES NOTE:THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY SHEET NUMBER: SUP-RESISTANT AS STAIR TREADS. OF THE FRONT EDGE OF THE FOUNTAIN. MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS. A 0 ...... 3 TOILET R FIXTURES AND ACCESSORIES NO SCALE 1 __ NEW STORE/ FULL GUT k \\\\\ \\ , IN ,,\ s ,,„,,. \ \\\\\,\\ \\\v\ /•,,,\ 0 LIM ■ $''bN\. ±"''\ 0; \Y\1 1-!I ,: \ LIM ' \O , '\.„T. -' , GAP INC. ±_ . I -I CORPORATE ARCHITECTURE 901 CHERRY AVENUE J SAN BRUNO, CA 94066 STORE NO.: 9643 _ _ . Milli STORE NAME: WASHINGTON SQUARE -- i : • 1 i . * .E. -- •F.E. F.E.•;' i - + — 030' 0 50' 1 ..2.- -.,.. ‘s ----\; , STORE LOCATION: ',-------' ,' ', , i GAP KIDS/BABY, SUITE W14 — --] Nie \I \ ,..._.,„-_-.... , 9677 SW WASHINGTON SQUARE RD. , . TIGARD, OR : II \ .--- , 11 > ›.......____ <--- I 1 > : , . ■ 97223-4452 - 1:1 1 ., , , LI 1 : . . , , , . i 1 i' GAP PROJ. I.D.: 0000044301 ..ti i 0F.E. L...i. _ . ,._ , . : „I PROTOTYPE V9 DATE: HI F.E. i oil - . ... - - ,31ti e.:6\ . . , 08/11 /08 . , i .I . - , , cy., , Fe A. . . ' OPENING Q1 /Q2 2009 i . . • . . . 1+-40V se i. ill . . I , ,,,, , iv : IS' Vi 60 11. 1111.11.11■■■■•■■•■ ' .F.E. --1-' 1 * ' ' co - --L, I* -i F ej i .1.'""' 7----- ' , % - . L._ .;._ ___ 60' TO MALL EXIT .., 7,-; ......, . — - 1111111111111111116. 7 ,,, ,„,.,,,,,:" . ,+ : . ' . . \/ 300' TO ilt . \ .,- - •`,, 0 e —MALL EX1 ' \ • F.E. "--c:. „--- 1 --- . _..... • 60' n ,.. II 1 --‹ 1:-"‹ • - _ . F.E • La ' Al 2 i 0 0 ___ .__ __ . -, I1 _ _ _ ____ - PROFESSIONAL STAMP: EGRESS PLAN 1/8 = 1-0" 010_02 2 CN -- 14-4 DI i A. S M,P _' I NOTE: VERIFY TENANT CRITERIA IF BARRICADE (E) MALL BULKHEAD a!:7 I 46. AND GRAPHICS WILL BE INSTALLED AND tp IFO NE, ,A ,,:,`t;\ a OF BARRICADE EXPENSE \ / \ INTERIOR LOCATIONS: VISQUEEN DUST E) DEMOLISHED BY LANDLORD AT TENANT'S . I BARRIER OVER 25 GA. X 3-5/8* MTL. STUDS AT 24* 0.C. SECURE TO (E) BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH AND PAINT TO MATCH EXISTING. c OF ‘vy NOTE:AT INTERIOR LOCATIONS USE INDOOR/ —1 ARCHITECT INFO: OUTDOOR CARPET WHERE METAL TRACK I \ \\ AND SLOTS BEAR ON MALL TILE FLOOR. G.C. 4 \-. IS RESPONSIBLE FOR REPLACING TILE GreenbergFarrow PAINTED PLYWOOD BARRICADE. DAMAGED DURING CONSTRUCTION -c->* 8'-e• GC TO PAINT BENJAMIN MOORE 1430 West Peachtree Street, N.W. / / SUPER WHITE EGGSHELL OR Suite 200 EQUAL. Atlanta, GA 30309 G.C.TO CONTACT GAP CPM TO ORDER / t: 404 601 4000 f:404 601 3980 BARRICADE GRAPHICS VIA ORDER FORM rid // / / LEASE C.P.M. TO VERIFY IMAGE C.P.M. TO VERIFY IMAGE ISSUE TYPE: AVAILABLE IN CPM TOOLBOX ON / / "4- LINE '4.8 SIZE AND 'TYPE FROM GAP SIZE AND 'TYPE FROM GAP / / 1 LANDLORD/PERMIT/BID 11/13/08 1 CORPORATE ARCHITECTURE AND 1,0 INC. MARKETING DEPT. INC. MARKETING DEPT. PAINTED 1"x 6" TRIM AT PERIMETER CONSTRUCTION WEBSITE / / / / / / NOTE:VERIFY TENANT CRITERIA IF BARRICADE SCALE: AS NOTED / / AND GRAPHICS WILL BE INSTALLED AND • DRAWN BY: RDF _..... PAINTED PLYWOOD BARRICADE / / DEMOLISHED BY LANDLORD AT TENANT'S • A&E JOB NO.: 20080475.5 / / EXPENSE. \ L _.... I PAINTED 1x6 TRIM AT PERIMETER 1r _/_____/ I NOTE:AT INTERIOR LOCATIONS USE INDOOR/ SHEET TITLE: BARRICADE DETAILS/ EGRESS PLAN EQ. EQ. OUTDOOR CARPET WHERE METAL TRACK / / / 3'-8" 4P-0n PREFERRED - AND SLOTS BEAR ON MALL TILE FLOOR. G.C. MIN. CLEAR IS RESPONSIBLE FOR REPLACING TILE DAMAGED DURING CONSRUCTION. SHEET NUMBER: BARRICADE ELEVATION 111-0" 4 SECTION AT BARRICADE 1/4"= 0" 1 A1 . 0 A10_04 A10_01 . I I NEWSTORE/ FULLGUT N: \\\\.''' ', ' :0 W ......L , C..'� _ k\.\\..\\\\\\\\\\\\CAST IRON �. .'1' \� = ADJACENT TENANT STORM DRAIN LEADER, WITH �� N FLOOR LEVEL 10 CLEAN-OUT o 1 \� 5'-1" O 107'-2Y2" 1'—O" \ 6 ,y . � GAP INC. \ ' \ a L _�___ CORPORATE ARCHITECTURE �� _° _` -a- L '� 1— ter-- -Z -v - �— —i_-I ■ i 11a- - 901 CHERRY AVENUE Lj � � .t SAN BRUNO, CA 94066 •. '1 4'-0a Iii STORE NO.: 9643 t �� 40'-3 a CLR. V.LF. 0 69'-7 a CUR. V.LF. 0::D Y Ya .. .... o / / TYP. / STORE NAME. WASHINGTON SQUARE I I �'1 �"1 �""'� `'�`+ L1 �!'1 ? 3'-0' MIN. �~ 4'-0' PREFERRED STORE LOCATION: ° I B.O.Bm. GAP KIDS/BABY, SUITE W14 v `` 16'-6" A.F.F ;7 9677 SW WASHINGTON SQUARE RD. co P STEEL HEADER 0000000 '' 0 TIGARD, OR• 00000000 �; UNDEFR-' B. .D. a I 97223-4452 EXTERIOR WALL 17-10 A.F.F ° 12-4 A.F.F i EXPANSION JOINT .. Iz �, I ° „1 �.1 `-1 B.O.Bm. �1 IN CQQ MN AND �.. GAP PROJ. I.D.: 0000044301 N �° Z 6 1.. ." EXPANION EXPANSION 16 -6 A.F.i" CEILINI EXPANSION JOINT .L. JOINT IN JOINT FLOOR, I IN COLUMN PROTOTYPE V9 DATE: N a " `"`' gJ4N OL AND V.I.F. 08/11 /08 Li_ j:i EILING L. II •. • o OPENING Q1 /Q2 2009 • _ _ _ ../ 114 � -._.. � tir-1_�_ ��_____________ __,_,___._.___________ 071_—_--,,,, y RO Dom_ �h ..... "__ 7 a; r J ( L... L T8 r A.F.F;1 3-: ;� 4 B.O.Bm. 4 R LOW PIPE ® 16 —1 A.F.F ,r, CO r ,- n I 15,_1" A.F.F I I 16'-6" . o ;I I 12 3 A.F.F I 1 -c, ::.: I _ 16 —6 A.F.F � � ELECTRICAL CONDUITS ® *13.0.8m. I I o �-1 a 14 0 A.F.F I — 12'-9" A.F.F II j . ....,.„ 11 II I . , � �1 t 11,-.%--- \ J ,:...:__, .. i ...,'f, 0 - Q; Iri %.... k.iN. z 1/4,... lir% 1/4... -.4 1/4.. / 1 ;., 4: 441 \'' 0 I X11 0 ..< it , co .." B.O.Bm. •/ a V-6)/2" a 16'-6a A.F.F N 26-11, fi-7y 1 -7 -5 '' / / •( 1.1 /-3 , J , , o 1 PUBLIC CORRIDOR O Q '. i ,o 1 � o TYP. TYP. �- o ;� II 48' CLR. V.I.F. 1/4! IN Z 1 PUBLIC WOMEN'S SERVICE CORRIDOR ' RESTROOM & SPRINKLER RISER 10 ► /' • i 3 � 3 hi Z ice; hi rl tr J '•' 0 I•I c� i 1 0 o °o w �" 3 �..r • • �.�1 ��1 �.1 L'1 I Le SERVICE PUBLIC MEN'S S o CLOSET RESTROOM re o Cl) (I) CW/) O Z A ,a' z z_ �1 �. .a_ r�. r "_ _r- :1,41 • 1:,o �"; PROFESSIONAL STAMP: 14 --1\ ---RIIIFT-- A -....."""1114" .:11: ,CY3. / a -!a 0 P. # IOVI' Atr,e,, _ _ _ T - SPRINKLER MAIN ® 0 C5 D 14'-4 A.F.F Di 0 o ��E� C a I ADJACENT TENANT • .6" 0 CHILLED WATER SUPPLY © i' - . kit 12'-4" A.F.F CHILLED WATER RETURN © NOTE: '47 OF cfr - 12'-8" A.F.F NOTIFY ARCHITECT AND OVIEER"S REPRESENTATIVE OF ANY YARIAHCE IN CLEAR DIMENSIONS MARKED V.I.F., FOLIOIRC DEIIIOUTION. ARCHITECT INFO: N GreenbergFarrow DEMOLITION PLAN 3/16" 1'4Y 2 1430 West Peachtree Street, N.W. Bp °1 Suite 200 KEY DESCRIPTION DET./SHT. KEY DESCRIPTION DET./SHT. Atlanta, GA 30309 / / 1. IT IS THE INTENT IN THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL PARTITIONS, FIXTURES, 9. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE t: 404 601 4000 f:404 601 3980 EDLEASE LINE 12 REMOVE (E) FINISH FLOOR TO FLOOR SLAB. CLEAN (E) CONCRETE FLOOR SLAB TO ACCEPT (N) FINISHES, STOREFRONT, AND SIGNAGE. THE REMAINING SPACE SHOULD CONSIST OF EXISTING PERIMETER WALLS, FROM SITE. FINISH FLOORING. CONCRETE SHALL BE SMOOTH, LEVEL, AND FREE OF ANY DEPRESSIONS. STRIPPED COLUMNS, CONCRETE FLOOR, AND EXPOSED UNDERSIDE OF STRUCTURE U.O.N. COORDINATE WITH INCLUDING THAT . MECHANICAL DRAWINGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. SPRINKLER MAINS TO REMAIN. 10. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUD ISSUE TYPE. 0 CONSTRUCT NEW BARRICADE 4/A1-0 13 (E) NEUTRAL PIER TO REMAIN. REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING LANDLORD/PERMIT/BID 11/13/08 2. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NO11FY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING STRUCTURAL MEMBERS, PHASE DEMOUTION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. OSTOREFRONT - REMOVE (E) STOREFRONT INCLUDING GLAZING, FRAMING, DOORS, SIGNAGE, PIERS, ( LANDLORD TO REMOVE (E) SALES FIXTURES, FURNITURE, AND SUPPLIES. AT EXISTING GAP WITH WORK. 3 AND OVERHEAD GRILLES. 14 LOCATIONS, GC TO REMOVE (E) SALES FIXTURES FUNRITURE AND SUPPLIES. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURSIDIC110N. BRACING, FLOOR FASTENERS, / 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AND BE RESPONSIBLE FOR 12. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQ'D., AT NO COST TO THE OWNER. SCALE: AS NOTED (";" (E) COLUMN TO REMAIN. REMOVE (E) FINISHES, FURRING OR SHEATHING, V.I.F. (E) FIREPROOFING 15 (E) INTERIOR PARTITIONS TO BE REMOVED SHOWN DASHED. ALL PARTITIONS NOT HATCHED OR SAFETY AND SUPPORT OF STRUCTURE(S). ASSUME UABIUTY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, AND OR 0 STRUCTURAL COLUMNS TO REMAIN. PATCH AS REQUIRED TO MAINTAIN FIRE-RATING SHOWN DASHED TO REMAIN INJURY. 13. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. DRAWN BY: RDF C) REMOVE (E) DOOR AND FRAME. 16 REMOVE ALL (E) FLOOR POWER OUTLETS AND CONDUITS PRIOR TO SLAB PREP. INFILL WITH CONC. A&E JOB N 0.: 200804?�.5 TO MATCH (E). SEE ELECTRICAL 4. CEASE OPERATIONS AND NO11FY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. 14. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE OF CEILING AND SOFFIT. REMOVE (E) SOFFIT, METAL PANEL, ACOUS. 11LE CLG. OR GYP. BD. CLG., AND TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME UNTIL SAFETY IS RESTORED. IN A CONDITION ACCEPTABLE TO THE ARCHITECT. SHEET TITLE: \-`!..) ASSOC. SUPPORT WIRES/FRAMING. 5. PROVIDE AND MAINTAIN BARRICADES, UGHIING AND GUARD RAILS AS REQ'D.D. BY APPLICABLE REGULATORY REMOVE (E) PLUMBING UNES AND FLOOR DRAIN TO CONC. FLOOR SLAB BELOW - CAP AS REQ'D. ADVISORY TO PROTECT OCCUPANTS OF BULDING, WORKERS, AND PEDESTRIANS. EXISTING CONDITIONS/ FOR RECONNECTION, SEE PLUMBING. 6. ARRANGE AND PAY FOR DISCONNECTING REMOVING AND CAPPING UTILITY SERVICES WITH AREAS OF DEMOUTION. � REMOVE (E) PLUMBING FIXTURES (INCLUDING DRINKING FOUNTAIN, HOT WATER HEATER, MOP SINK, DISCONNECT AND STUB OFF. NO11FY THE AFFECTED U11UTY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN DEMOLITION/ BARRICADE PLAN V_,) AND VENT EXHAUST). APPROVAL BEFORE STARING THIS WORK. 0 FOR MECHANICAL, ELECTRICAL, AND PLUMBING DEMOUTION, SEE MEP DOCUMENTS 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR REFRIDGERANT UNES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR 10 (E) DEMISING WALL TO REMAIN U.O.N., MAINTAIN ONE-HOUR SEPARATION, TYP. TO DEMOLITION. 8. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE UNES AND CAPPING SHEET NUMBER: 11 REMOVE (E) WALL FINISHES AND TOILET RM. ACCESSORIES LOCATIONS ON PROJECT RECORD DOCUMENTS. Ai ., 1 KEYNOTES "TS A11_01 7 DEMO NOTES- F GUT! NEB "T S All_of 1 NEW STORE/ FULL GUT C-` Ill` I..L` :C. ` ..,._...,,,, szi \s, ,fs , :,,\\p../) ,.�.. \ . .,.. \ BABY SALES KIDS SALES ` AREA 2 AREA #1 773 SQ. FT. 2570 SQ. FT.4'-73 " 16'-4 " 14'-25 " " 2O'-10%" 14'-1%" 13'-47A" 17'-3%" / 4'-5%" 9" OM l Y �8 1 0 •�, 8 4 4 / `/ » Q. 20'-0 " EQ. // ,_ „ �'' " / 16'-1 J" / / ®rYp. EQ. OE `1 Q. 12 1 EQ./ / // /SIMILAR OPSITE SIDE SIMIAROPP..QSTE..SIOE SIMILAR OPPOITE SIDE SI ILAR OPPOSITE SIDE � _ 4:,* 1 1 1 NI : l'-0/4* .\ .7 L, _,,,,, ,._ * : , ! , ,,,, ,,,, „ 41,..... rt. ...,. ...._, A 1 �, *— ,..��\\\.\\\\\. OM MID ,0 0 •- - [ILI 4-0-8) 1 T Q 0 . 0 . OTYFJ GAP INC.0 1.1 0 �- x 1 �, E i _� \` 10 10 , CORPORATE ARCHITECTURE �iir ` : --- '• • I 1 1 rn'. 901 CHERRY AVENUE • N- \- '• ° -;1 SAN BRUNO, CA 94066 31018 MIELE 0 — — D ""` ' 24"X24" ACCESS 13._py" ?6 • ► DISPLAY AREA 0 : • D L Fl STORE NO.:,, $1 PANEL AN / 9643 I.• ' 13::® ! t =� \ ;. ra b 1 1, \ _ b STORE NAME: WASHINGTON SQUARE cm t:: .- I I I •- STORE LOCATION: 1 � A5-2 17 I Lhlfl GAP KIS/BABY, SUITE i 1 ---1 OPP. / S UARE RDH21 H21 T85 I I - T85 1L „ �1 Q STOCK ROOM .- I i I 12-1 NW T8$ TIGARD OR 346 Q. FT. .1 = _ - L_J I I SIMILAR OPPOSITE SIDE \ • 0 0 OTyp. 97223-4452 TYP. TYp. 24 l HAD AT =�, _ 0 _ *-x 1 = 0/ d' GAP PROJ. I.D.: 0000044301 g I �- 5_2 = �t�..., TYP. 0.,-,/ ' ____ e,. - __»__....- �- .4, i �! � __________________________ ___� I. ::, PROTOTYPE V9 DATE 17 _.... .......-f - .�,,,,, .,..... T'YP. . .EQ. 12'-1" • EQ. =-• ► � \��5��.ti\�`�. 8 --- \ i :;--N. �/ / TYP. TYP. ... *\ ,� y, » TYP • '\ 1 -13 �;� ;=�, OPENING Q1 /Q2 2009 (18 ; P49 / d g /4 • ENTRY \ \ vw►•�►. ... +��+1►+��+r►v110110.∎� » TYP. i 6-1---, 1 \:,wzzzrzzzzz EQ. 12 1 EQ. ;�: 57 S.F. i igt1 [ \ 1 \ , •S' 0 NI9b' �NISd /—'l y / 41 v„.„. _ �. T64 O 0NR0` �80M13 - `��J Mr _.,\ _.... .* I H21 n. .,1l�! a____ "•v 3• IFACP I , .ZZI�l.,l_// _ . !._//eZ.l1.. ._. ;.,__,C,,.t 209 I I : J IN _ 5 3' 6343"1 -63 " 3'-p "'_5” 2;s 7�__I o 4-0.1 C� .. 4 " (- -6 3-10 15- TYP. -L : \ \- 0 ELECTICAL AREA JNISEX /8 0 I'. SEE ELECTRICAL TOILET ;:-N TW. o FOR EQUIPMENT 85 SQ. FT. FINISH TO MATCH (E) �, Q r IN CORRIDOR, O I »4 I T 5 AND PLACEMENT 1 \ COORDINATE WITH Q• ° 8-1Y • EQ 0 0 \ © `n \ I A6-5 „ ,� LANDLORD. /: TYP. I ..,� 1 1 ;.,, 0 ..4- '' DISPLAY AREA Aki FITTING N N , ;: • :3;*. so SQ. �: 4 lap 3 AREA A °' 274 SQ. FTC 4'-2%" 4'_p" 12'-3%» . \ I �o ' 411 .r / - F)17 MANAGERS 2 _ 1 ( C «...................................... � ,-1---- - u��m, OFFICE \ H21 s+• ' rk / \ .1 rn 0 4 / 4,'-1.0) " ro I C417 • A6-7 ° 12 q0-2) "1 203 1 ' � ° _ HC FITTING / H21 N. _ / w�� - T , » ROOM FT. 0 0 ... ..... .... I.. .1 i 60 S+�. FT � � � � Z �....: � 1 _6� ,,,,.. ,_.„,, ,__„ ,.`4 I,{.. .:f ,,,,,,,,,,,,,,,,, :.f:_ ..�:::,w,._______,.f;;f _N h. I 1 4.:\-4:-` � 6-3. , „ 3 ” » 8'_g 13'-10/4" \� 5-1 V-33/4" -3/ I 4'-8" 4 8 4'-8" Y KIDS FITTING I 1 V. ,, TYP. TYP. AI ROOM STOCK ROOM I 22 SQ. FT. 104 SQ. FT. \ / PROFESSIONAL STAMP: _____ AI S OPFR ' '6-3. 4,,,,:?' ("5> e IllFs-.'47 , . Sttibil , 444IL ' t (,,..\ il '1'4' -4. '45;.'"itt \I"v i OF .; -EDARCHITECT INFO: N GreenbergFarrow 3/16"= _k 2 1430 West Peachtree Street, N.W. CO NSTRUCTION P LAN Suite 200 pp O1_k Atlanta, GA 30309 KEY DESCRIPTION DET./SHT. KEY DESCRIPTION DET./SHT. KEY DESCRIPTION DET./SHT. t: 404 601 4000 f:404 601 3980 - 10 A6-0.1 / ^ \ REVISION SYMBOL ED LEASE LINE 12 HANGROD ALCOVE 3/A6 3.1 23 EXPANSION JOINT COVER ON WALL / DIMENSION TO FACE OF GYP. BD. FINISH (U.O.N.) ISSUE TYPE: 0 OWNER PROVIDED FIXTURE, TYP. - GC TO INSTALL PER MANUFACTURER'S RECOMENDA11ONS ELEVATIONS CD EXPANSION JOINT AT OUTSIDE CORNER OF DISPLAY PLATFORM. 9/A6-2 24 DISPLAY PLATFORM OX KEYNOTE REFERENCE LANDLORD/PERMIT/BID 11/13/08 glik DETAIL REFERENCE :Ii:: EXPANSION JOINT COVER, VERIFY EXACT SIZE AND LOCATION 12/A6-2 14 88 5/16„ HIGH MOBILE STORAGE SHELVING - LEVEL FLOORING BELOW FOR PROPER OPERATION 3/A6-7 25 LOCKER 9/A6-7 XX FINISH REFERENCE, SEE SHEET A0-1 SCALE: AS NOTED 0 3/4” REVEAL AT NEUTRAL PIER. COORDINATE WITH LANDLORD. 15 14" SURFACE MOUNTED STOCK ROOM SHELVING. TYPICAL AT ALL AVAILABLE WALLS 2/A6-7 26 ROTATE WOOD FLOORING BOARD DIRECTION AT CASED OPENINGS. ALIGN BOARD EDGE WITH WALL X DRAWN BY: RDF 27 (E) COLUMN, FURR TIGHT AND APPLY TRIM- GAP KIDS BABYGAP 11 A6-0.2 0 DOOR REFERENCE A&E JOB NO.: 20080475.5 05 RECESSED STANDARDS, TYP. 1/A6-0.1 16 NOT USED. a ( ) / / X X ELEVATION REFERENCE (\6 STOREFRONT SIGNS 4/A4-6 17 CORNER GUARDS - TYPICAL ALL FITTING AREA AND STOCK ROOM CORNERS 7/A6-0.1 28 EXPANSION JOINT COVER IN STOREFRONT, SEE ELEVATIONS. AX-X O RECESSED STANDARD 1 SHEET TITLE: SIZE, SEE: 6-0• CONSTRUCTION PLAN @i:: GAPKIDS BRAND CASHWRAP - CONTINUE FLOORING BELOW 10/A7-3 18 FLOOR GRAPHIC WHERE STORAGE IS PROHIBITED 7/A6-7 29 NOT USED. X ••' - INDICATES CARPET FLOOR FINISH GAPKIDS \8 EXPANSION JOINT AT DISPLAY PLATFORM 6/A6-2 19 NOT USED 30 EMPLOYEE TIME CLOCK 10/A6-7 �X :° � NOT USED. AX-X SECTION REFERENCE - •~ • • MATERIAL `.rJ APPLIED SIGNAGE A4-6 20 31 NOT USED. ///// NOT IN CONTRACT 10 DISPLAY SHELVING SHOWN DASHED TYP. 21 DEDICATED POWER OUTLET FOR STEAMER, SEE ELECTRICAL FOR EXACT LOCATIONS. ELECTRICAL 32 NOT USED. ' f SHEET NUMBER: FOR WALL TYPES, SEE: El 6_� (E) WALL TO REMAIN c.D GRAPHIC DISPLAY WALL, SEE PLAN FOR LENGHT 5/A6-0 22 WOOD TO TILE FLOOR TRANSITION 1/A6-2 33 NOT USED. A 2 _. 0 NTS LEGEND & SYMBOLS A20_01 ._ NEW STORE/ FULL GUT �`......„...., .„.........,,'0 W , . L CO'� \ ` = KIDS SALES , ,,,\p ,,,,, ,, Lu`�. .: BABY SALES 4 _ AREA #1 AREA 2 GYP. BD. CLG. GYP. BD. CLG. 0 +11'-0" A.F.F. +11'-0" A.F.F. P53 ‘. :\■,\•\\)\\NN P53 Y Y.. Y. i i i Y. ` �\ 4 4 4 1 4\� . 1 / / ti -, \' . \ .\.\_...,_\.\_ __\_,\ \ ,\.`_ _____..\.\.\; .\_�___..,.\.\...,..\. .,,.._,\,,, .F\\.\..___,\.\,___...\_\.\___.�_\.\._.._._l`a.\.,...''\_,.. \.\\._il. .\..,.,..\:\.\\ �,� _ . _� ' *,-::. "�_ \�„�.�� `_, � � , � � �l � � GAP INC. -�. _ .. ; ........ CORPORATE ARCHITECTURE - M i 0 , —-,,, °' • • ,� I 901 CHERRY AVENUE �' °' \ �- 'a- �- I SAN BRUNO, CA 94066 0 L . 4,_9” TENT r TINNY = '\ ■■ I 1 iVQV V V VQV VQ� 1 I 4V V4V VraV 1 1 Vci V V V VQV 1 r . r r .. r r . r o, H 1 VQV V V VQV , A fl 1 A A A I STORE NO.: A ,. o y EQ 6'-0" 6'-0" EQ EQ 5'-0" 5'-0" EQ 1 1 EQ 5'-0" 5'-0" EQ 1 1 EQ 5'-0 ''-0" 1 EQ.,,, ' ".- 9643 _I .__ �� ` 1 �, I ,, / / / �, / / r1 / / / /) : 0 _ f 17 STORE NAME. WASHING 161\1 SQUARE I' — 1 N - 4' 2'-Q" ( '� I 1 1 1 `J DISPLAY AREA• , 0 _ _° » ° - Jij K <0 GYP. BD. CLG. STORE LOCATION: _ p a �� 0 I s �� -0 - s • ° 0 o i� - I �_ /► TY��.1 1 T ,� 1 �' : 'N .- A.F.F. GAP KIDS/BABY, SUITE W14 i 0, *0 Y.oP 1_o"�,_o� 6_ t" 1 1 5-5Y4 Q I 1 ° ° 1 1 4 �� I P53 9677 SW WASHINGTON SQUARE RD STOCK ROOM ,�,� OPENI G 1 1 - y �' - _ - _ OPEN TO ° ° ° TYP. TYP. ot / i 97 c _ TIGARD, OR STRUCTURE _ _ - W �° - 2'-0„ 0 of - .El of ' 1 1 1 � - --� 0 97223-4452 •ABOVE —I °' /\ r /- 1 1 OPENING CASH P © • I _ � jr �� 1 � - it �� © 1A1 � 1 I • `_` 4'_g" — " ► ■■ 1 - I � <0 - GAP PROD. I.D.: 0000044301 ,.�_ . I 4 9 1 1 Q '_ " ,_ "I r " 1 EQ 5 0 R 5 0 EQ �� 4-8Y Al'I5-3y \\..t....._ 1 ...__... , �• .�1 Vii ` , _ , , , , EQ 2 2 EQ I SIMILA• �, PROTOTYPE V9 DATE: L_ _ ', / �� / V I �- : y • • _ • t 0 0 • 0 S • - te... .. ---- - _._.- -_- �� --.- 08 11 /08 , 1 1 �, M Q Q2 2009: 11% IT ,, ,, �91L © ;. ► TYF�: I I. OPENING 1 0 L.-. ...k\ i;, ' ; 1 ::-..--y.:-:friiii.y4 ,,ti, , „ , --„, 9, : ,\, ,:: ;, , -4°) Al. , ,..,:\ ..., sic:\ cy / \ \.�. .-----„,..t : :,: \.%. ::.: : :-7- A A a, A , 1�1 Q €I.. - 0 0 tl r..�1 © I 1�: ,� �'� ØA _ A I 1 � METAL CEILING»• 11 V V V cp V V Q V 0 0- • �� i ® + -11 1/2 ...... � � "� � IF _ r,., � A.F.F. :�:�..\\,,.... tit\�.,:\\\\.._. 1.1112/2/7',2/.2/Z2211'11.711.111_l:11111,1 , ® N P72 __+, \ ,_._._ ._..._ - \,......,.a..\\ ._._.. \\\\^^^`.\\\\ \\\tea\\S\\\\\\\\\•l4\\\\\\\^^ \\\`'"^\\\i�\\\\ii\\i\\\1\\\\iii\^^`^��\\\`,------,..., 0 0 ---._.;»..—sue,......% .._._ EIT — —.. b'• : ,..: 4-9 I 1 �� ELECTRICAL AREA UNISEX 1 d �� OPEN T TOILET ” EQ 5'—O" 5'—O" EQ 1 2'-3" 12' O" STRUCTURE GYP. BD. CLG. �� EXIT ALCOVE W/ 2 HR. D �' ��r V v ° . ABOVE " RATED GYP. BD. CEILING N p t A& � , � , , ■. , , � A • AT +8-0 A.F.F. 1 d © d © A © d A 0 4 AT 8'-0" A.F.F. P53 , " i 1 t>, •cm N • 1 \ -%,‘ • d- ° DISPLAY AREA,..: FITTING - �. . .._.._ __� I co GYP. BD. CLG. � �� \�� ti�� .�3��`~\ " AREA ,�� 4�� `� ^.,... `� �, C AT +11 -0 GYP. BD. CLG. R i ° A.F.F. +11'-0" A.F.F. \ lig111111111ioreel ,. dm Mil rj, � P53 w ' ° P53 \ I \ �� i __ r H— \ ° MANAGER'S HC FITTING '� �,.. :. ��T^... \�� \�� _. ._., .,, .,� I I o OFFICE 0 ��,,, _ ' \...,... r *-i I mo. I , � �.._;.._.-L _„_. ROOM � —. '� I I I I I I I GYP. BD. CLG. GYP. BD. CLG. AT L_ �, AT +81-0" A.F.F. ��-- +11'-0" A.F.F. (D • i ..., P53 P53 \--:, :,,_,:\ \:,, ,,\ .,\. .,‘ \:,\ .,-,.,. : ,:\ .,.: :,„ \,,,,,, ,, . ‘\\,:s _,,_,,,\,,,, \__,,_ ,.-,. ,,_\. , ,2s. \ 2,..:,..\ 1, \, "); s \.,‘\, \ . .,\\ .\\ \\,:t ,s.,,. ,,, .,,,•''''''' \\ KIDS FITTING ROOM REMOTE \\,C9----/ PROFESSIONAL STAMP: GYP. BD. CLG. AT STOCK ROOM 0 +11,-0" A.F.F. OPEN TO STRUCTURE , s.1` , P53 ABOVE t it IRV E, A �� 14 OF 6‘ ' 0 ARCHITECT INFO: N GreenbergFarrow REFLECTED C L I N G PLAN 3/1 1430 West Peachtree Street, N.W. rc O1 K Suite 200 Atlanta, GA 30309 KEY DESCRIPTION DET./SHT. (� CEIUNG MOUNTED SECURITY CAMERA t:404 601 4000 f:404 601 3980 �J CEILING DISPLAY TRACK, PROVIDE BLOCKING ABOVE 1. 1. ALL HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISHED FLOOR TO BOTTOM OF CEIUNG FIXTURE PENDANT (GAPKIDS SALES) ®s RECESSED CEIUNG MOUNTED SPEAKER 3/A6-1 SPECIFIED U.O.N. CEILING MOUNTED SECURITY MONITOR L, IF OCCURS 6 A6-1 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS & CEIUNG ITEMS NECESSARY TO MAINTAIN THE ::i: PUSH-OUT ACCESS PANEL ISSUE TYPE. / SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. ' WALL SCONCE • SPRINKLER HEAD (CONCEALED) LANDLORD/PERMIT/BID 11/13/08 3. ARCHITECTURE DRAWINGS DETERMINE LOCATION OF LUMINARIES & SUPERCEDE ALL OTHER DRAWINGS U.O.N. MECHANICAL SUPPLY DIFFUSER, SEE CI) UNE OF SOFFIT 4. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER & QUANTITIES. 0 COMPACT FLOURESCENT DOWNUGHT MECH. DRAWINGS 5. ADDITIONAL HANGER & SAFETY WIRES FOR UGHT FIXTURES, SPEAKERS, & AIR SUPPLY/RETURN DIFFUSERS (AS ., SPRINKLER HEAD (UPRIGHT) SCALE: AS NOTED L.) TRANSOM 5/A6-0.3 REQ'D. FOR LOCAL CODES) TO BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. RECESSED DOWNUGHT (GAP, KIDS, BABY, BODY) DRAWN BY: RDF 6. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS, ARCHITECTURAL DRAWING LUMINAIRE LOCATIONS lb RECESSED WALL WASHER MECHANICAL RETURN DIFFUSER, SEE ACCESS PANEL d A&E JOB NO.: 20080475.5 0 CASED OPENING SUPERCEDE ALL CEILING APPURTENANCES. MECH. DRAWINGS El A VP'7. SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF WALL MOUNTED LIGHT FIXTURES. i n i SURFACE MOUNTED TRACK W/ MULTIPLE c. i:: EXPANSION JOINT 10/A6-0.1 » A © HEAD TYPES SHEET TITLE: 8. SEE DETAIL A6-O FOR BACKING WHERE REQUIRED. CEILING/PENDANT MOUNTED DIRECTIONAL REFLECTED CEILING PLAN 07 NOT USED SURFACE MOUNTED STRIP UGHT 9. G.C. TO VERIFY LOCATION OF ALL VAV BOXES. ACCESS TO BE THRU ACCESS PANEL. COORDINATE LOCATIONS EXIT SIGN EXHAUST FAN GAPKIDS 0 SIGNAGE ABOVE. SEE ELEVATIONS WITH ARCHITECT. SEE MECHANICAL DRAWINGS, SUSPENDED LINEAR LIGHT (tr 9 CHAIN HUNG LIGHT FIXTURE AT 9'-O" A.F.F. 10. FOR GYPSUM BOARD CEIUNG CONSTRUCTION SEE WALL MOUNTED EXIT SIGN PEOPLE COUNTER ::i.i U Tiii ® VERTICALLY MOUNTED FLUORESCENT MECHANICAL EQUIPMENT ABOVE, SHOWN DASHED MECHANICAL 11. FOR SUSPENDED ROD ASSEMBLY, SEE �w CD RECESSED ADJUSTABLE ACCENT - 1"1p PENDANT GAPKIDS SALES 4 ( 4) SHEET NUMBER: 11 NOT USED FLUORESCENT (STOREFRONT) SA 01 LARGE PENDANT FIXTURE (BABYGAP) A 3 _. 0 KEY NOTES NTS KEY NOTES,A3001 A3001 2 GENERAL NOTES & SYMBOL LEGEND 1 A30 01 NEW STORE! FULL GUT - -N-, \ ::. t , \ ‘-:\ :\ \`\\\\ ' \ \ 1 , t„ , \,,,\ ‘,,,, , \ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 9643 STORE NAME: WASHINGTON SQUARE STORE LOCATION: GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: 08/11 /08 OPENING Q1 /Q2 2009 NOTE: - MAX. SIZE OF GLASS AT STOREFRONT: ` 4. 34 0 36 6'-0" x 10'-0" (5'-0" MAX. WIDTH 3/4" REVEAL AT NEUTRAL PIER PREFERRED). ALIGN EDGES OF DISPLAY EXISTING MALL BULKHEAD AND COORDINATE WITH LANDLORD 3'-0" X 3'-O" PIN MOUNTED WALLS (BEYOND) W/ GLASS SEAMS. NEUTRAL PIER TO REMAIN, EXPANSION JOINT AT METAL PANEL PROTECT DURING CONSTRUCTION METAL PANEL HALO SIGN. SEE: Ark \ METAL PANELS, SEE M5 P73 M5 P73 A4-6 DETAIL 6/A6-0.1 I 3/4" REVEAL AT NEUTRAL PIER COORDINATE WITH LANDLORD 8 alli .,(Z 16'-0" A.F.F. V.I.F. nIV Nat? / B.O. (E) MALL FACIA °11-I / ' ' i'l 1 - _15'-10" A.F.F. V.I.F. .,A7/ I d B.O. (E) MALL w I BULKHEAD EQ. \ y\\\� EQ. PROFESSIONAL STAMP: ort44-z-.:11:4:1,.:1,6.liffOUCPE4:(-11: -/ \ ' \ / \ \\\\ \ \\ \ \ \ I 10'-6" A.F.F. 5 T.O. DISPLAY WINDOW , - - 1/2" .... _ , - I —B.O. ENTRY SOFFIT �, \\ \ 'S N ...--- 1/2" CLEAR TEMPERED ,..,,,1 ,,:., ... ..,,,,,,-. :,,, ..,, GLAZING, TYP. �\\ 12"x12" GAP KIDS\\\\ PIN MOUNTED SIGN ARCHITECT INFO: 12"x12" BABY GAP •; =��' / „s, N , ", „, ..,,, ( PANEL SEAM„, .. .: ,:` reen er arrow PIN MOUNTED SIGN `: * y ti` 9 � + GAP KI S BABY GAP .,.,, \ STOREFRONT SURROUND 1430 West Peachtree Street, N.W. --- - .�:: PORTA SIGN PORTAL SIGN Suite 200 ,-,:,,,, \N\%VP 10 , ° -. LEASE LINE Atlanta, GA 30309 %V s-,''':;`: I 1 - -.. 1/2” WHITE SILICONE SEALANT t: 404 601 4000 f:404 601 3980 ti> �\ :` I WI BACKER ROD. TYP. AT ALL alti ,:::,- sa, SIDES ISSUE TYPE. Illif "'.'"\':* \ _ / n LANDLORD/PERMIT/BID 11/13/08 ;r, 1'-11" A.F.F. — ;,;�: T.O. BASE 0 PORTAL 0.0 ``' `'' 1'-6 1/2" A.F.F. SCALE: SEE DETAILS IF I: I T.O. SILL DRAWN BY RDF t:.v FINISH FLOOR A&E JOB N 0.: 20080475.5 �— _ WRAPED COLUMN BEYOND, DISPLAY WALL BEYOND, LANDLORD FINISHED FLOOR SHEET TITLE: 7 SHOWN HATCHED.. SHOWN HATCHED. 10 A4-2 16 Gk 14 BRUSHED 8 10 STOREFRONT ELEVATIONS 11117 EXPANSION JOINT AT STAINLESS STEEL GAPKIDS/ BABYGAP/ GAPBODY DISPLAY WALL BEYOND, ENTRY DOORS. SEE MULLION, SEE DETAIL BASE - INTERIOR SHOWN HATCHED. DOOR SCHEDULE 2/A6-0.1 M3 1/8" BUTT JOINTS, SEE DETAIL AI COMPOSITE TILE BASE AT EXPANSION JOINT AT PORTAL BASE, SEE DETAIL 11411117 T64 3/A6-0.1 SHEET NUMBER: A 4 ....... 0 i STOREFRONT ELEVATION - GAP KIDS - INTERIOR 3'8 - • A4001 I NEW STORE/ FULL GUT , \ .\\-\\\\-N1 \\\\\\\\\\\\ \ , ` ,; . N\ GAP INC. -1 I I _ I < CORPORATE ARCHITECTURE I � 901 CHERRY AVENUE I < • f I SAN BRUNO, CA 94066 + AAAEiA AEA I + ® 4 STORE NO.: 43 L E- r>lb� - .- C7 Q V - STORE NAME: WASHINGTON SQUARE 8gindli400 3�bs i�bws I V I _y...?' 5 1/2" )'-6 1/2/_'' co • I STORE LOCATION: P , . 1 dO ' ' - - I- : : (7) GAP KIDS BABY, SUITE W14 il �___ �_____ _ 9677 SW WASHINGTON SQUARE RD ii 1 i k-/./_liAm_ ! ..-. i!i!i!+!i!i!a !i!i!►!i!i!i!i!itit►litititi!i!i!i!i!�l its►lilili/i/ili/iTi/iTi/iTili/iTi! /1//I " 97223-4452 Q 2'-3" / 2':-3* / E ii ° GAP PROD. I.D.: 0000044301 ^ i ^ h A_,� In ................`. \j\�`\j IIWI � ', .0 i. 0> b. PROTOTYPE V9 DATE.,r11 1 • \ 08/11 /08 ._, !IP _..L.L....N: I , y v.,_ v c_v v v v____, v y T `�' OPENING Q1 Q2 2009 M■ , _ \ EMI. igliii , z .y, ' L . , - i''\ —\\'' — — — _ , . .___ Nr____________ \1 3 '2" » » » ' SIGN ABOVE ' � - '- " ' » � � » 3-9 EQ / EQ 3-9 6 1 1/2 / 3-8 3-8 3-8 3-91/2 SIGN AT COVERPLATE OF SIGN AT NEUTRAL CONCEALED SPRINKLER NEUTRAL PIER, SEE HEAD TO MATCH PIER, SEE ELEVATION ELEVATION PORTAL FINISH, TYPICAL ENLARGED STOREFRONT RCP — INTERIOR — KKBFB 3'8"=1' 2 A411_01 . , , , , , , , . 1 , . , WOOD TO WOOD NOTE: . . ..• TRANSITION ink FINISH TAGS CALLED OUT ON SHEETS PROFESSIONAL STAMP: A2-0 & A3-0, TYPICAL A A6-2 LINE OF DISPLAY- _ WOOD FLOORING, PLATFORM BELOW " E.A.S. SENSOR, ._ ." :. i �� SEE FLOOR PLAN EQ 6'-0" EQ / / TYPICAL `� 4 . D c� A6-2 Ap �31ndVJ0� 3�bS 11bWS \ DISPLAY WALL, , DISPLAY WALL, "� TYP. G, ' , P TYP. .`.' \� ✓ , ; • '' � ' Iii AM& n, ___,, ______„, „._..s1„.._ „LH.,.„. 11 j ri * (..(),). , :Z . , ou INN --nf . . ,i , ■__:_l_, ,_; . ‘17-8 OF c)'' ''. / ►��►��l��lili/i/i/i/i!a ` !i!i!i!i!iTi/i!i!i!i!i! ti�i�!i!i!�i!iii!�►.i!i!i!i!i!i!i!i!ii`!ii!i!� /1�/ .EXPANSIQN__.JQ N.?__AT ,`�� ::; • ARCHITECT INFO:!! IIIII " Oi `�, ii rill ., •� DISPLAY PLATFORM,1 o // o 1 S : 6., o_ reen er arrow -4. 1 p�, o 1430 West Peachtree Street, N.W.�' Suite 200 ii.: d 9 ` ,M' ` \ t \\\\\`\�ti Atlanta, GA 30309 `�` t:404 601 4000 f:404 601 3980 i 11 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 EQ 6'-O" EQ COMPOSITE TILE © 10" 3'-O" 13'-O" 3'-10"If — " INFILL TILE TO AT ENTRY gyp, » SCALE: SEE DETAILS 3/4 REVEAL MATCH (E) MALL (SHOWN HATCHED) 3/4 REVEAL DRAWN BY: RDF 1'-6;" AT NEUTRAL TILE, V.I.F. 16'-51" 9'-0" 6" 21'-10" 1'-61 1'-O" AT NEUTRAL A&E JOB NO.: 20080475.5 PEIR. PEIR. SHEET TITLE: 52'-4" OVERALL DIMENSION; VERIFY ENLARGED STOREFRONT PLAN 7 EXPANSION JOINT AT & RCP — GAPKIDS MULLION, SEE DETAIL: INTERIOR & EXTERIOR 2 6 0. EXPANSION JOINT AT 3 SHEET NUMBER: BASE, SEE DETAIL 6-0.1 A 4 SIMIM 1 • 1 ENLARGED STOREFRONT PLAN — INTERIOR — K SIM.) 1 A411 a1 :16'--0" A.F.F. (E) BULKHEAD TO REMAIN --'� B.O. BULKHEAD FACIA l))._, N EVWI STORE/ FULL GUT 8.0. BULKHEAD FACIA 1111 l► (E) BULKHEAD TO REMAIN t_ rl 1 2" WHITE SEALANT AND BACK 1/2" WHITE SEALANT AND BACKER :04Di 1 1� �`- / ER ROD i � ,i � "" �� ''�'1 15-10 A.F.F. I i 4� -----___- -------------------- , ------------------------= -; T.O. STOREFRONT 1 vfri 11111117.—T.O. STOREFRONT 1 i� -; �� ; ; � �I►" _-.,,,.._ � - ---- __ (III �� Ili II -- ��■�_.��:: _Jl � \ \. 1 I I + I + PANEL CLIP ATTACHMENT I 1 i:1i! + I A ll n li + Ili , \\.c\ . BRACING, I PANEL CUP ATTACHMENT I I SEE STRUCTURAL I + GAP INC. LEASE LINE BRACING, SEE STRUCTURAL I BRACING, BRACING, 901 CHERRY AVEN ECTURE 1 + I SEE STRUCTURAL SEE STRUCTURAL SAN BRUNO, CA 94066 1 + i STRUCTURAL FRAMING, SEE I � illi LEASE LINE I'l STORE NO.: STRUCTURAL 11i i STRUCTURAL FRAMING, SEE STRUCTURAL 11� I 9643 1 lh STRUCTURAL STORE NAME: WASHINGTON SQUARE 1 i11' FRAMING, SEE COMPOSITE METAL PANEL i �lli COMPOSITE METAL PANEL i j� -� STRUCTURAL M5 P73 1 ,I STORE LOCATION: :_ ' M5 P73 i GAP KIDS/BABY, SUITE W14 1 " � - 9677 SW WASHINGTON SQUARE RD. 1/4 WHITE SEALANT ADJACENT TO 1 4 I , i- TIGARD OR N W TRIM, 611161 WI DO TR M TYP THREADED ROD STRUCTURAL -, WHITE SEALANT ADJACENT TO WINDOW - 1 - -, � � ..... ... ...... . ............ ........ .......... .2� : SUPPORT IN PRE-FABRICATED TRIM, NP, " 7 " 3 97223-4452 ALUMINUM GLAZING EXTRUSION i'� PORTAL STRUCTURE 2/g i BY OLDCASTLE ATTACHED � II THROUGH FACE OF PLYWOOD 1 li 4" ALUMINUM GLAZING EXTRUSION Iji GAP PROJ. I.D.: 0000044301 1 I / y BY OLDCASTLE ATTACHED IlP73 I li _ _ THROUGH FACE OF PLYWOOD 4," - - PROTOTYPE V9 DATE:II I I ,N i P73 ®. 0 8/11 /0 8 I ' : ili csi-»[ _ ___! I1;Id- _ 1C-5 1/2" A.F.F. 1 o'—s" A.F.F. � -fill OPENING Q1 /Q2 2 0 0 9 " ; ; ; ; � �' ; ; ILL T.O. PORTAL ii �B.O. MULLION "�'\ •N y 1/2 CAULK JOINT �iiim i 1 i 1 i 11 _ 1 J ' ' \ ) �� WHITE SEALANT ADJACENT TO i I NI WINDOW TRIM, TYP. to , ' , . i �� ••c-, i■�i [L.c∎O ICI 1/2" WHITE CAULK JOINT PRE-FABRICATED PORTAL �— 1 r - r if J T FRAME STRUCTURE WITH i`ion #�I-I � �i; € ; , ? ? " 9-11 1/2 A.F.F.(HOLD)� CLIPPING PANEL ATTACHMENTS 1111• - - B.O. ENTRY 9'-11 1/2" A.F.F. _ _ _ _ , .N If Iv B.O. ENTRY BEYOND \ 4MM ALUMINUM COMPOSITE PANEL, P.- INTERIOR ENTRY , TYP. DOOR. SEE DOOR TANDOM DOOR HEAD 4MM COMPOSITE ALUMINUM SCHEDULE. �_� STOP AS SCHEDULED PANEL BEYOND M5 P72 n 1 t • ! M5 P72 1/2 CLEAR TEMPERED GLASS IT SECTION AT ENTRY - INTERIOR - ALL BRANDS ' A41_08 08 8 SECTION AT DISPLAY WINDOW - INTERIOR - ALL BRANDS 2 4MM ALUMINUM COMPOSITE ► •- PANEL SNAPPED INTO -.a PRE-FRABRICATED PORTAL SHIM AS NEEDED BETWEEN LOW FRAME WALL AND PORTAL STRUCTURE TO OBTAIN PROPER ALIGNMENT WITH 's`" Z COMPOSITE BASE. STOREFRONT SURROUND ABOVE = T64 -.NI ..S.,. . "'�' PROFESSIONAL STAMP: allk 1'-11" A.F.F. _ r' 1'-11" A.F.F. WI T.O. BASE ' P �- Loa T.O. BASE I TILE PLATFORM FINISH z WHITE SEALANT ADJACENT ` Oiwil O TO WINDOW TRIM '- v z 410 STAINLESS STEEL SELF-DRILLING 1/8" CLEAR ANODIZED i -_a. SCREW# 10 PAN HEAD PHILLIPS SCREW / ; 4 s ; S.C' P ALUMINUM ANGLE W/ Z ,� ' INTO VERP" T1 'F. GROUT JOINT AT TLE F4 r IuuuuuI!.M ___ 1'- s" A.F.F. \it ALUMINUM GLAZING EXTRUSION ,it1IIIIIIIIlIIIIUU�■■111�11111111111111��■ ��11�■tl■_�_ , T.O. PLATFORM \--1. Ili FLOOR MOUNTED DOOR BY OLDCASTLE ATTACHED P73 11 1 �� -��A�� F STOP, SEE HARDWARE THROUGH FACE OF PLYWOOD 1 1;H !� SCHEDULE; i j4 COMPOSITE BASE ► SEE PLAN SECTIONS ! LAP JOIN 3/4" X 3 FOR STOP LOCATION ■ti 1/2" HARDWOOD EDGE T64 COMPOSITE METAL PANEL M5 P73 1 W/ 3/4" MDF BELOW. ARCHITECT INFO: II MN COUNTERSINK SCREW PANEL CLIP ATTACHMENT I i1'� pill ATTACHMENT. MUD AND reen er arrow 1/2" i IOC SAND TO SMOOTH 1/2 WHITE SEALANT AND BACKER ROD BRACING, SEE P4, FINISH 1430 West Peachtree Street, N.W. 1 t STRUCTURAL. IV Suite 200 MI6 METAL BASE OVER BLOCKING i�li I� Atlanta GA 30309 AS NEEDED FOR ALIGNMENT i + 40 t: 404 601 4000 f:404 601 3980 i M3 1 i, �� 1/2" ,� ! +4 ISSUE TYPE: COMPOSITE TILE CONCEALED 6 1/2 A.F.F._ a)��jl �� LANDLORD/PERMIT/BID 11/13/08 T64 CLOSER BEYOND T.O. BASE 11141 � SCH DOLED SCRIBE TO ��` FLOORING CONCRETE g'I SCALE: AS NOTED UNDERLAYMENT/ ji �� DRAWN BY:„ LEVELING PATCH II1 + �� RDF 1/2 GROUT JOINT WOOD FLOOR TO STOREFIRONT INFILL TILE AS + �4i A&E JOB NO.: 20080475.5 (E) LANDLORD .;�.> ; ALIGN WITH SCHEDULED. SEE FINISH SCHEDULE 1 HARDSCAPE F l lly -}- �� WOOD FLOORING, AS SHEET TITLE: ►— JAMB BEYOND (E) L.L. HARDSCAPE 1 1,�SLOPE ■� 11)� SCHEDULED _ _ STOREFRONT SECTION 0'-0” A.F.F. SLOPE +�� - 0'-0" A.F.F. FINISHED FLOOR % =N FINISHED FLOOR Mill i ///''i/''../"r/� =N INTERIOR .. .. .. ..:.. . . . .. ._..:• ... ..... .:.:.::. ..,..,.-:.:........- ....:.....:..:_.....:.: . : .:_;: '.. � �,'':° -_ -. .��, �.;,. �_:_= =_ o _-�__ 11II, 1111 ----- AIIIIIIIIIIIIINIIIII 4 ° d 4 ° a ° 4 ` - 4 - .Q ` a ° a d. ° _ a4 ° . a - _ a ° 4 a4. a 4 4 a d a d ° ° a ° A 4■I►. /1■I, 4 4 ° ° 4 a a d ° 4 a a d a d a a d d ° a d a d a ° a _ 4 d 4 ° d _ a d° / d° .° a a ° d 4 a 4b d ° d 4 '" a p ° 4 v 44 d.d 4 4 4 d d � 4 °a d 4 a a 4 d d a [ a ° a a a a ^ ^ d Q 4 4 Q a °n ^ ^ d < SHEET NUMBER: PROVIDE SHOP D R A Wl N G S FOR ALL STOREFRONT CONSTRUCTION WOOD TRIM,LEMC.ESHALL BE INCLUDING REOOD, BLOCKING,TREATED PROVIDE SHOP D RAW G S FOR ALL STOREFRONT CONSTRUCTION o LUMBER INCLUDING PLYWOOD, TCWD �M, ETSHALL BEFI E-RETARDANTTREATED A4 ■NIMI 2 SECTION AT ENTRY - INTERIOR - ALL BRANDS 3"= 1T-0" A41 07 7 SECTION AT DISPLAY WINDOW - INTERIOR - GAPKIDS/ BABYGAP :1h'O1 1 NEW STORE/ FULL GUT 11,--on A.F.F. \ B.O. CEILIR $ \ \XI' 5/8" GYP. BD. ! t ''• STRUCTURAL FRAMING, SEE s., METAL STUDS STRUCTURAL DWGS. 1 I ) s mi 'ci 5 T T-5 142:A.F.F. O. PO $ , ' NI -1... ‘ .... , -.... , , THREADED ROD STRUCTURAL k .. , _ - • . SUPPORT IN PRE-FABRICATED \ _ PORTAL STRUCTURE L\,.''' ''' .. --- ! ..c.>" _ - _.r.NNN 9'-11 1/2" A.F.F. B.O. ----Ii. GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 3/4" CLEAR POLISH ALL EXPOSED EDGES, TYP. TEMPERED GLASS / EDGE OF SILL BELOW STORE NO.: 9643 I I PRE-FABRICATED PORTAL STORE NAME: WASHINGTON SQUARE - •i URE WITH .• --- FRAME STRUCTURE LOCATION: CLIPPING PANEL ATTACHMENTS STORE LOCA , m GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. __ _ _, _ ......., TIGARD, OR ....... 12"x12" HALO SIGN, FLUSH 97223-4452 WITH ADJ. SURFACE. PROVIDED AND INSTALLED BY VENDOR GAP PROJ. I.D.: 0000044301 BUTT GLAZING — INTERIOR STORES 6"=l'-0" A412_04 12 CENTER OF PROTOTYPE V9 DATE:SIGN $ 08/11 /08 -..,, METAL PAN BY PORTAL OPENING Ql /Q2 2009 STRUCTURE VENDOR.. k 5 SHIM AS NEEDED I k INSTALL WHITE CAULK AT PANEL CUP ATTACHMENT 1 lk >. .,--a----:---1 L SIGN RETURNS BACK SEAM OF ALL PORTAL MECHANICALLY FASTENED TO 1 10 41411 111 BACKING PER MANUFACTURER'S RECOMMENDATIONS S ill IIIIIII Ilkil LPLASTIC ATTACHMENT ADHERED 111 I IN TO PANEL j - COMPOSITE METAL PANEL M5 - iiiw' 4-14 ti..... 1 „MIMI 0 3"=1 I-0" SECTION AT ENTRY - 8 NOT USED . NOT USED - A412_01 PLYWOOD, TYP. 4li I IIIIIII 11„ I RI% ..,1,11„ I 9 1 g k g k I I , PORTAL STRUCTURE BEYOND M5 P72 1 ■ 1 lil II I h 1 1 NI mil ( ) ... ( 1 '2.1 < PROFESSIONAL STAMP: MOM til A l lltit=:'4411112' § MI ' MN - ATTACH PRE-FABRICATED ‘ i• i4cP.'"N. METAL WALL PANEL DETAIL — INT. 6 =1.-0" A421_11 1 1 < _ . . . . . . . . . „ . . . PORTAL STRUCTURE TO STUD FRAMING 4t,,:„ •k, .t-, EASE AND POUSH EDGES TO itT7Ir . . , =I MATCH PROFILE OF METAL 411,,,:* , '''''',3•4' mil - - I= • .4 E PANELS ABOVE ENE . . Gi), ... =I . mil . . • SHIM PORTAL AS NEEDED TO I/ 1 ... =I - =I . .... Elm ... - • PROVIDE ALIGNMNET WITFI STOREFRONT SURROUND 7i, 4 I t 1 OF ■ 0 ..., . - . . , ABOVE NEI 4/ mil - ARCHITECT INFO: P N., . ..... . N.. .....-• ,.: i , PLYWOOD, TYP. I =I moo - . 1111 mi . . , imi - - . GreenbergFarrow SHIM AS NEEDED / liho, =I . mu - 14114 mil mil - =I . 1430 West Peachtree Street, N.W. COMPOSITE ki5 — i — . .... • • ei CONT. SELF ADHESIVE Suite 200 METAL PANEL 1 - 14Ik I 1111 ... . mil . =NI . 4*- 1 WATERPROOFING AT EXTERIOR Atlanta, GA 30309 STORES ONLY. t: 404 601 4000 f:404 601 3980 WINDOW FRAME \ 000 --1 44 "40 We/VW nirreWH4 ri.49 Atd.....004.40.04,4"....40A,...#04....4041.4.4 . b. - \---- 3/4" COMPOSITE BASE BEYOND .......4111111.1.1IIMIMMI MIIMININ • THINSET OVER METAL LATH ISSUE TYPE: GAP/ GAPBODY 1 0 i . • . OVER /2" CONCRETE LANDLORD/PERMIT/BID 11/1 3/08 n ONLY. 0 , - . z BACKERBOARD T64 / "Al . < x Agt.... . m SCALE: AS NOTED trai Al - . >-- m PLASTIC ATTACHMENT ADHERE) r,.....10. . . u) LIJ DRAWN BY: RDF TO PANEL II IIIIIP . . cr A&E JOB NO.: 20080475.5 PANEL CUP ATTACHMENT I; I 11 AIIIIII 11 lki I ' .' a > 1/2" BLACK SEALANT & BACKER ROD SHEET TITLE: MECHANICALLY FASTENED TO li 140 . . IMP STOREFRONT SECTION BACKING PER MANUFACTURER'S i 1 RECOMMENDATIONS 1 - .. INTERIOR 1/2" WHITE SIUCONE SEALANT $ . . . . . . . e e e e e e e e e e W/ BACKER ROD 41 1 b. t, t). t:. t). ,,. .. „. b. b. b. , . . . . . . . . t. . . . . . . . . . , . 4 1:. t:, 4 t, t 4 t, 4 1> 4 t 1. t>. t>. 1> 1> L> I> 1> L> 16 GA. #4 BRUSHED STAINLESS STEEL OVER BACKING SHEET NUMBER: =NMI CURTAIN WALL BASE DETAIL — INT 6 =l-0" A421_10 10 SECTION AT ENTRY 3"=1 t-0" A412_01 . 7 A4 2 . 1 NOTE; ♦AAA♦AA♦A♦A♦A♦ • ♦i♦i♦i►♦!�♦i►♦Ai♦♦�'�'*i♦i♦i♦♦*♦♦i♦i♦iii♦i♦i♦iii♦� NEW STORE/ FULL GUT ALL LUMBER INCLUDING PL YWOOD ♦AA♦��♦♦♦♦♦♦��- -r_ ��1�'��`5��''�♦�♦♦�AA♦♦♦♦� ♦♦♦♦A♦♦♦♦♦♦♦♦i'r - " r"'4►fi►'''-4∎AA 4♦♦♦♦♦♦♦♦A♦♦♦A♦A♦♦♦� BLOCKING, WOOD TRIM ETC. SHALL BE ♦♦♦♦C♦♦♦♦♦��♦�♦�♦��►♦�♦�♦�♦44_ �♦�Ai�� _+,. b ,4 FIRE-RETARDANT TREA TED, TYP. ►v ♦ III 1♦w�►♦ ► AAA• ♦A� �Ii1,,� ♦♦♦♦♦♦♦♦♦AI? ? � R � ♦ � ,,�� 1► ♦♦A♦AAAAA♦ \ ADJACENT TENANT � ,�tok?tto ;� ,,,, .►-.I �1� ,!,A-�'►,��iii�.:mil►• - -_'1;1411 :: - - -4�A♦AAAAAAAAA♦;••AA♦AA�A`AA♦AAA♦A♦A♦♦A �II(• 1 �____ �♦ �jl+� �±t�l�� t� 1 A AAA AAAAA A II,,��A A A A A♦ ,,A♦1♦♦♦��11,11.�A{�' `' n''#♦'�♦'A♦'A'►A� ' N\\\\\ -w -w -w AAAAA♦AAA ► II, ►♦AAAA�AAA II ►A`►i►i►AAA♦AA♦1■AA AA♦♦AA♦♦/► 111 I►♦♦♦AA♦♦��♦♦••�►Add", � �� 1► 6 ♦1 AI-I!, ►♦♦♦♦AAAAAAA 01111,1'1 AAAA♦♦At♦AAA�I i ► , . „.t. �AAA♦AA♦A♦♦♦ 0-1 10.AAAAAA♦♦A♦♦♦AA��A♦♦A♦A♦ � �,�,1!►�'',�.��►� \ . AAAAAAAA♦A �11111i��♦♦A♦A♦♦♦A♦A♦A♦�.♦♦A� V♦» ►1 ►1 11 ►� \`\`\\\3/4 REVEAL AT II � II �A� 41101 At►'��►�AI NUETRAL PIER .I► AAAAA♦�A♦♦AAAAA♦♦♦�0111111'�A♦A♦♦AA♦A♦♦A��♦A♦A �1�►110/4::0� 1'':1��♦�A13 �♦� q�, ♦A♦♦♦A AA AA X11,11,► ♦♦♦♦♦♦♦♦ ��♦♦♦��111111,��A�A`�A♦A'�♦;AAA♦AA♦♦A4 GAP INC. +,'1 ►A♦♦♦AAAA♦AA$'1111'1►A♦AA♦AAA♦A♦�A�A/1i�111►//�♦� !�►�A :':�►''�'�� CORPORATE ARCHITECTURE » �Ii �� ♦♦♦♦AAA♦♦♦♦11410"0►♦♦♦ A .�►• 1 1/2 WHITE SEALANT AND BACKER i ►A♦♦A♦AA♦AA♦�',1��'1►AA♦A♦A AAA♦AA��'�1�►1��'�'►� ��' ,'� �♦�♦♦� 901 CHERRY AVENUE ROD *►+ii ♦AAAAAA♦♦A/► 1101► AAA♦ AAAA♦1/1��1 �� A�y��A♦1 .AAAA♦AA♦AAA♦�A��ni11,/�A�♦�A�A�A�A��A�♦�A�A��.l�d.W.A.A,�AAAAAAAA� SAN BRUNO, CA 94066 COMPOSITE METAL PANEL Ii�! --- ►AAAAA♦AA AAAA!♦-♦- -♦-♦♦-♦-♦-♦-♦-♦— %��—♦—♦�♦—♦—♦-♦-♦-♦-♦-♦-♦AAAAAAAAAA♦AAA AAAAA♦AAA4♦�►A..♦ ►AA♦♦A.♦1.♦A.AA,.AAA♦♦.AAAAAAAAAAA4 -- ---- --- ►AAAAAA♦AC �11►�� a •��AAAAAA♦♦� STORE NO.: M5 www�wiiiii�ww w211-w iiiri� �1 1�r 9643 ��----..... ��_ ------- _. ■ ♦♦A�A��11PII � ♦♦A♦'AAA♦A��111k4.. A�A♦AAAAAAI .___`C,,,,. 1♦AA♦♦♦♦AAAA♦A♦♦j�.A_ _ _4�IIII,I►•�A�♦;1♦♦,AA♦AAA�1'�`- - AIIU1,' - .-.♦♦AAAAA♦♦ • r- -4- ♦♦♦AAA♦♦/ 4._,_,_,_._,_,. �,! j� ►♦A♦AAAA�' >�� "1111'♦ � �'��►' ► i►� ► -- AAAA♦AAA♦-� ,111„I►�.- !�A ►AA♦♦AA��4ta - �gl;I1'4tt�1�AAAAAA♦♦ . AAAA♦AAA/ STORE NAME: WASHINGTON SQUARE i • ►AAA AAA♦�4��"1111'/► ' ♦A�►A♦AA��1►'1111►��►' AAAA' t V 1 i-•" ALUMINUM GLAZING EXTRUSION BY �A♦♦AAAAAAA♦/14111.11:114►♦AAAA ♦A♦♦��/►'1II,�1 (�, e f i�°,,��►4►;��it•+�3►,�1 A♦A♦AA♦ AAA ►A♦AAA►A♦♦♦•A ."41111110P, ♦- '01t4I�,1;t i .l' �►� OLDCASTLE ATTACHED THROUGH FACE AAAAAAAAAA�,� : A.j�A.,,..., ♦♦/►1.1A►j� �'© 1 •�►''� S / STORE LOCATION: 0 OF PLYWOOD ♦♦♦AAAAA♦♦♦A♦A♦A�►♦j!♦;_,IU 1,►,�, :--..., '�♦�A♦AAA♦AA♦� I ►111��i1►�►�I►i�►�►r►♦♦ ►♦♦♦AAAAE�A .'�nn' ►♦♦AE 41►AAAA♦AA� g ►'�.►''��AAA♦A♦AAAAA♦AA♦A� GAP KIDS/BABY SUITE W14 1/4" WHITE SEALANT , ►AAAAA♦AA♦*��♦�"111'1►AAAA/►♦AA♦AAAA ��'-♦♦♦♦AAAAAA P73 ♦♦AAAA♦♦1►'►A�►,10„I►♦♦♦Ar+�AAA♦♦♦1► �A I ADJACENT TO WINDOW �jjjjjj Ai : j1��glijA♦j�� ►/A�jAA♦jAjAAAAAAAA♦A♦j 9677 SW WASHINGTON SQUARE RD. TRIM, TYP. ♦A AAA♦A' ♦ ��11�11►1AAAA�1 A♦♦A♦A�jl.111o1 Ai AAAA AA A AAAA TI CARD, OR » » �A♦A♦A♦AAA♦A♦A♦��1►�1411,�,►��AAA♦A♦A1 '111111 AA♦AAAA♦A♦1 97223-4452 1 -4 2 �AAAAA�A�A��`��♦��AA♦AA A� •AA AAAA�AAAA4 / / / AAA AAAA♦AA0.0,A.44464►�AAA♦AA♦♦A♦AAAAAAAAA♦♦A♦♦AA♦♦♦AAAAA' ♦A♦AAAA♦♦AA♦AAAAA♦4 GAP PROD. I.D.: 000004�-101 AAAA A A♦♦A♦A A AA A C AAA A A A A A A♦AA♦AAAAA♦AAAAAAAA♦AA♦AAA AA♦A A AA♦A 4 ��A�♦�A�� A�AA1►�i-41b. ��A�A��A�♦■��♦... 1 PROTOTYPE V9 DATE: 3"=1'-0" 1►��►'�1��►'►�7�*��►,►�� ►�A��►��A��►�,►��I, 1.1.1.0.11A`►∎∎i►�A� WI N DOW JAMB AT NEUTRAL PIER — INTERIOR 9 'i�►-�i�► '�� i^►�i'��%/rt :��-;�i:':� �! � NOT USED 08/11 /08 A.... .4.... . ...-4... ..410410. . .. . . ..4?... .s.40. . . . . ALIGN ••••,� w�•"��-��-•••••j••••��•••jj��j • j - ��►��•••••••••�� •�R��► - ►'"w" ' V•V•V'VV�'V'V' """ 'V'V' ''V'V� OP EN I N G Q1 /Q2 2009 ►A'',,* ;A '�A _ _ _ _ !-A-��►♦A�►♦♦A♦AA♦AAAAAA♦♦AAAAA♦AA♦A♦AAAAAA*�A_�`'_ _1►♦AA♦♦AAA♦♦♦♦AAAAA♦A♦♦♦A' UNE OF THRESHOLD/ ALIGN 6" V A�'V �. ♦��♦►♦A ►AAAA♦♦♦♦AAAA ♦♦AA♦A//♦♦A♦A♦♦A♦A♦� ♦"��A♦'/► AA1►A♦AAAA♦♦AAAAAAAA FLOOR TRANSITION BELOW 6» 4" 3y° / / 4" 3y" ►♦' ►!f�'-`''� ��fir�� i�AA�'♦A�►�►A��'AAe' ♦A♦A♦ A♦AAAA♦♦�AA♦AA♦ ►��♦�♦�A�+i��♦�A�♦ 'A'��♦��'♦♦♦AAAAA♦♦A♦AAA' �`►�►v�'�'��I►�►♦♦�♦♦♦ r♦♦�,i movAL■A�►♦A. A��ti♦�A�AA A♦ A♦A AAA♦A A�AAAA A♦AA4A��♦;��♦��,�IL. A..♦ �♦♦♦'►♦A♦A♦♦AAAAA♦♦AAA♦AAAAA♦♦AAAA♦A� / / / / / / ►AAA♦AAA►, - _ _ - _�r_ - ♦ �►� - � .► i� AL AL. � .� � � A♦ � � ■ � .- 1 1 ►♦AA♦AA♦♦♦�►AA��;,��i/1�� A�_ �A ��4�♦AAA►�� i,►�� i ►�-��► ►•- -�� AAAA♦AAAAAAAAAAAAAAAAAAA♦A� \ - * � �. � I �- AA♦A - - - - - -lr - - - - - - -� 1►AA - y► �► �►: _� ��►��.��.��...�� - - - - - - - - - - - - - " _ AA♦�►- - AI -�. �_ 111. -A- .__ _ 4 ♦- - ''!�'�- -A-A- - -A-A-�'♦AA��- __,.__ _! „...►'�Ip►�gl►°�ip►'�IP►1111',i ll'_-1►- ►- -_- -1►_, -_-w- - - -�,---- -- _ ,� t♦♦♦♦ ♦'1 .;.��•�►•��; �I■♦♦♦A�►I/AAA ,,�A�A��t►AAAAAAAA► ►AA'CAI►♦1_!i►.�m:.�n�.,nn.�m►.�n►.,�i1�:=' 'IAAA�'A♦AA.�►.��A�A��►�AAAAA♦♦A , _ AAAAAAA�A♦Ali►-��!�! 1 1��:��I, ►A♦♦,� A A�i,0111'�►� �■AAA AAAAA ►� ♦A.�♦1�A�-4 .1$=1v v'v"♦v'�♦A♦A♦4411.7" 1' AA♦AAAAAAAA♦A♦AAA i �- ►♦♦AAA►♦�►�4r► �fi•�t►••1► 'I►� A♦♦4►AAAA aI►'�'A�A' AAAA♦AA �►AAA♦=<-, ��=-1�►AAA�►/►AAA �II�'1/ A�A �AAA♦♦AAAA♦ ter- --• ► ► ► ► __ ♦- _ ► ♦♦♦A� ♦A�;C'` ♦♦r�•►A♦��' II►,A♦A♦A♦��♦♦♦ ;hill��♦A♦��AAAAAAAAA♦♦AAA�� AA� A��A --�!►�I�AAAA�IB��-I� ♦♦A��►♦A A♦��111�II��♦A�:14111A,�A♦A♦♦♦A♦A♦♦♦A♦A♦♦� -- 1.°. \= M ♦AAAA ♦1►AA♦AA 11IO�♦��.♦♦♦� ►1II►1►A ►AAA♦AAAA/►1/A♦♦A1►A/ O�►- - &4111►1!�__,� '►'♦A♦'•'111►�►A►♦♦AA�►A�', ♦♦�►llli�,•♦ i�A♦ ♦♦♦ ► __��••.. A _,' .----- �., ♦♦ ►111,x, , ■ ■ A'1R,�, ,;�AA�=♦A�r �li��--.----;1/ /, ,►1 / 1��1 ,� __ -�,� _ �� „� /A�♦� �� ► -�.�-�►�_�� ►_�_�►_��i_�r__�i ► •; •! ,�� a ►AAAA ♦♦►. �� A1�4►1/A A _►®♦♦♦/!►1C•_=: ► ••i ♦A♦► 0 ♦ ♦ . ��A �A� _i.___1��_1_- i ♦ (� ♦� _ - �, ��.A_A-A.�-Aug♦'�*�v A A AA_�►_A_ ►.�_♦:-_c>�I►AA♦'►•�==i�►AA►A♦-=►-!-!-�I►X11►.��►.�-� i6 6• ' 6 ► ' , a C j ♦`-1�►��►►��1��►q�►.►��► �1��-�►�•c�� 1►1►Ei'-''cam..-:.��-�-� AAA.I►��__��I► <<�•�!'►�►�►'��'l��i►►��►�►�� ..z ♦♦�- jrjr y�i►A _ �A ��. ,�1..A�A�,...♦��AA1► , A♦AAA�►�'�►i'r�'►♦'�A -� I►�. �_��►�I/AAA `i:_e��'��r.►��A�j�AA�►�i�►:��AAAAA��AA.: Ire :: t♦♦♦♦♦A�1► AAAA♦►� I - �� ♦♦ 1,`410►1►♦♦AAA♦♦♦♦♦A1►1►A-�' -i-�- 'V �AAIi►1��_, -__ A♦0'n, ►♦♦♦♦♦♦♦♦♦AAAA - STUD FRAMING TO SUPPORT ♦♦♦♦♦A�1 !��♦♦�A�� I�A�♦A S�A��•AAAA�,111�11,�A♦AA A♦-1♦♦ 'An♦♦♦A,AA�►� ♦A♦,I♦♦A♦♦A4 rA♦�la��;�� ♦♦� �1� 1�/0AA♦A�A♦♦AAAA �- EAS SYSTEM. ,,m,. . ■ .Ab.�m►, ♦♦♦♦♦��►♦♦i�o11,,�� ► ►1 �►r►A1►�l�►A� -j-l'. [ ',-- MOUNT TO PRE-FABRICATED FRAME /A♦A♦♦♦ �/♦I�i►A/� �► ►AAr AA` - - ,. •�• �'�♦ ' ��'�J��1' '�''`�1� ►�3' 'A AA1►AAAAAA/(AAA'► .IA♦A♦A� - --1 ,.-'- --♦ •4,'t'''t A itcoa►�►� . FACE OF VERTICAL POST. �AA'�AAA'11'�'�-� ►A=��'/l►AAA��AA♦♦��1''11I/1►♦ A''�`1�' ►"" �='�'♦��I►AA♦AAA♦A� -�-�-�1►1�'�_-♦AAAAA♦♦♦�'�1�1��►♦♦1�.�' '�''. 'N►'� lA� — ABOVE, SEE STRUCTURAL ►AAA,AA�'Air�i:%�ti�1�A'�A ��♦AAA1�'ll1' A♦ �'�''� 'J�'�'l''�► AA�►A♦AAAAA►� '��i_►AA♦AAAAA/►III'�1/' A�'� '�1��y`'' '�►' '�A' CONDUIT TO BE RUN WITHIN :: DRAWNGS �AA�►�A♦'1l. ��% � �l►A♦�♦�♦ ♦�/1''1Q►I�A♦+►�1'►,'�'�`'�: I�I►A AAAA♦�AAA11►1��=A♦♦♦AA♦AA'�'1�1'�►♦AI!:1:1!, A��.'� � f � � ► "i�'-'1 `'A �►'lli''�AA� �`, L�` � �l' AA�► A► A '� _/ A►/1I'4�/' ` 'L+ !• L �,YV �VERTICAL POST, AND � ,11:` AAA♦AAA�'�I.AAA .AA � 1��11I �A♦,ft ,,�jv � � AA�►1�AA�� AA .I 1 A♦AAAAAAA I�IiI � ��• �R, 1�- — ►, ,� ��∎L AL ►AA` =.►AAAAAAA♦� I, 1, � ' '�; !�'. . 'DISPLAY CONNECTED THROUGH EAS EAS SYSTEM. MOUNT TO FACE OF ��AA�A 1►AAAA /1 AAAAA1 '��►I€ ,�i 1 a t "� �,/►A-�'��♦♦A�140/�__AAAAAAAAA ��i ♦A� I l i t,' .♦ ' PLATFORM BACKING PLATE ;: ' VERTICAL POST. CONDUIT TO BE 1 � _ _ i1AI►AAAA ►A AAA♦♦� A♦A 1i14 A♦ : ';► :1►• �►AA�A A♦/ A♦♦♦♦A/►♦AA =1AAAAAAA IIi �/�A♦;'1►�}'�'!3►:.I�!, 'r�`rA ■ `: �,_,,�►•• , 1♦♦♦♦ I 11,■♦AAAA��♦♦�1,1;1,1 ►♦♦ z�, W AAA♦ ►/►♦♦ ♦♦♦♦AAAA♦ 4 �1 =:=AAAAA♦AA♦ 11, ♦AL 1 ►AA♦At VERTICAL POST PROVIDED 1— RUN WITHIN VERTICAL POST, AND �A�►I.r` TiyaA♦i1�A�A AA A � 1A AAA♦�•AAAA ,011 III•A AAAA�AwA��AAAA� ♦/ A A♦A AA ♦A A��_IAA♦AAAAA 1� 1 A Ar r rA r AA♦♦A AAAAA♦AA �I1/ ♦♦AAAAAAAAAAA �♦ •�♦ �_ t�A r A ♦A♦A1►♦♦♦A♦♦1/♦♦♦►�- .►AAAAAA♦AAA 111►11►I►A♦♦♦♦♦♦AAAA♦ WMTH DOOR HARDWARE. ! CONNECTED 11-IROUGH EAS BACKING ►AA♦A♦A�'AI►A♦ AI►A 0 AAA♦�-----1►-1111', - -- .; ' ' •� Ottli _= ► ' .AAAAAA'1/AAAAA.A'I►AAAAAA...PrIPPIP- I �►Ii±�►t�+' 1►1 ,1�� AAAAAAAA♦','o1►►•,�•-A \�1 `��o�\r %�'I ♦,/A PLATE ► A�A,.A�.1�I►A�A��A�►�i.�� I1�A �. �A 'u-(�'�ft�-�-'S•�'i►��- 4 AA�►AA�A�A�A�A/►A�A A.k��._►A�A.A�A�A�AAA�A��.111I,0r,',r�•Ay►r►� it +yA �J+♦♦ .A�♦� ♦ ♦ ,�♦ 7 ♦ ��A ► ►A♦.�■■ ♦ ■ IV IF ■ ♦ _ 1,, ■■ V ♦ ■ ■ II IV ♦��'II _ AAAAAA/ AA�A�A�A�A�A A♦♦♦♦ ♦♦♦ A♦♦♦♦♦♦♦♦♦♦AAAAAA� AAA AAAA♦♦♦♦♦♦♦1' ♦♦1♦♦♦♦ ♦♦♦♦♦♦Airri►'i►'�A♦AA♦♦♦ ♦♦��. A:��1.AIL A�A�A�♦�A�♦.A��AAAAAA♦ ♦A♦ ► ►AA�AA�A��♦�A��. ��► ►�A�A�A��A�A�A�A�AAAA♦AAA♦ ♦♦ , V' , - III ,I , `.��Nov�,0,.�♦ ♦♦AAAAAAA'♦♦At►♦C�� ...� � �_.�/��;-.�,-�1..AAAA♦♦AAAA ♦A∎ t AA♦A♦ ,►♦♦♦♦♦AA1, ♦ ♦AAAAAAA 1; 11,1, ►AA ♦AAAA♦A�/►1►A♦• ♦ AAAA♦♦♦� 1��_.AIiAA♦AAA♦ 11,t►♦♦♦♦♦♦♦♦♦�►♦A� 1/2" SIDEUTE BUTT GLAZED AAAA♦A♦AAA♦AA�1��AA♦A♦A♦��I�♦AA♦AAAAAAAA�►A�A�r 111�11��♦�►.AAAA♦AAt�1•♦A♦�►AA♦AAA/►AA♦��_AAAA♦♦AAA♦♦A��A��IIil11►�� . ♦A♦AAAAAA♦ _ ♦AAAAA♦ 1►1/♦♦♦AA♦♦AAAAAA ♦��♦♦♦AAAAAA ►♦♦AAAA'♦1►AAAAI►A'►♦♦♦♦A�i` i•' 111011 "II V'►.0�♦�A�A�♦�A� �'A♦♦�►AA♦AA♦I►AAA';'i-17:1 ♦Ali'�►i--41041► ��►�1�A�A�A�AAAA♦A' WITH CLEAR SILICONE TO AAAA♦AA'1►AA♦AAAA11►♦AAAA •40,1_/1''��►��♦ ,V1�1 ♦♦AAA♦A♦♦��1l;�=♦AA�AA��'11i'��e AAAAA PORTAL :: ♦A♦♦AAAA♦AAA ♦ AAAAAA♦ �1I, AAA A AA•►-•- -1,►1411►`►;,�w�►��♦♦�►4 4")AAA♦H�►� ■�AA�♦AAA♦AAAAA♦A��AAAAA��t!:= AAAAAAAAAA�iiAi•,�11�I,11�►-�iA:►�♦♦A♦A♦�AAAAA♦A♦AAA AAA♦AAA♦A♦AA♦��AAAA♦AV� I�♦AAAAAAAA♦AAAA♦��4,411,,,►�►♦♦AAt ,&«+�i��!d�►��A 1�AAA♦AA��♦A♦��__ A AAA AAAA��II�iI� A♦AAAAA AAAA♦� ►AAAA♦A ■111♦1►AAAAI►♦ t♦AA♦♦AAA1► ill •�■�� t ♦1►♦4♦AAA►♦A♦♦♦♦/►AA♦► V_►AAAAAAAAA /'►AAAAAAI►♦♦♦♦♦' ENTRY DOOR. SEE DOOR ► = ENTRY DOOR. SEE DOOR ► , �,, _ ' - - SCHEDULE SCHEDULE ►♦AAAAA1►♦AAAAAAAA/1'11�►1►�♦AAt-+ 1�'AAAAI►I►A-=�♦♦♦♦AAAA♦♦�►1��-♦AAAAA♦♦A'�'11'�►1A♦AAAA'AA ♦♦ cg cq ►♦AAAAAA'AI►♦♦♦♦1►♦'►♦♦AAAA♦♦1►1111'•►A`��A♦A•�'3''�♦/►♦�'♦♦��►AAAAAAI/♦♦♦'�1_/♦♦♦♦♦♦♦♦1 111 �I/'►'AAAAAAI►AAA ♦ . — ♦♦♦AAA';►AAAAA�A11,►♦AAA♦AAAA;►1111 11A�►-A-'!AAAE�AA1►1►A• �AAAAAAA♦A�►��__AAAAAAAAA' '1;►�► ;-A-A- � �♦A�A♦� ce, 4110 = = c) : AAAAAAAAA♦AA�1��A♦AAAAA♦��I�AAAA♦AAAA1�,111,1�►�i►�1A�►AAAA�►AA©� A�►��A�rAAAAAAAAAAAA��AAAAA� ��_AAAAAAAAAAAAAA♦AA� 11 ��1,t'�i�••� t� AAAAA. IAA♦AA♦AAAAAAA A A♦AA lIAAA♦♦♦AA♦AA♦AA♦♦��1i1111�►�I�A � ♦AA♦♦A��A 4 ♦�♦��♦♦AAAAAA♦A♦ ♦A♦AA�� AAAAA♦A♦�f:11411111:101:1.4:4111 Il�� '►A♦�♦��♦� ♦♦♦♦AA FLOOR MOUNTED DOOR - R AAAA♦At ♦1/♦♦♦♦I►♦ AAAAA♦♦♦♦ ► i0'�'A41* ♦AAAA4►At♦♦�*1►♦♦♦♦♦♦/►AA♦ �:=:IAAAAAAAA� / i� ♦♦1��►♦1►A♦♦A♦'� �' � 'i►♦♦♦♦♦A��11;►A♦AAAAAAA t►►�i1►1►1►' �►AAAAAA♦♦�►/►A�l♦AAA♦AAAAAA►/E�_AAAA♦♦♦♦A' '�I1►�►�►�AAI►to♦AAAAA STOP, SEE HARDWARE = ►A♦♦AAA�i G.1►AA!►A/r.� AAAA♦AAAA1�111 `��'AAAAAI►A� AA/►AAAAA♦/►A♦♦'4 _►♦AAA♦♦AAA►1I�"�►�'�'AAA/►♦/�♦♦A♦A saccead SCHEDULE - �---�- S. �A♦AAA♦AA♦AAAA' �L�A�l l!��j►-�I,: AAA♦AAAAA`:,IIA►�►�►��AA�AA♦A♦��♦1►1►♦A ♦♦♦♦AAA♦A� IC=_:A♦AAAAAA♦��,111�.1��.►�A�A�♦.��.♦AAA♦� �` FLOOR MOUNTED DOOR STOP, -� A� A♦I►♦AAAA♦/►♦♦A - (AAAAAAAAA•.`♦ ♦ ♦ ♦ ►-A♦AAA 5 " SEE HARDWARE SCHEDULE 5 » ♦AA♦♦A♦AAA♦♦�i►�r1�A��L�� I.AA♦AAAAAAAAAAAAAA A,�,�♦*�L� A'�AA♦AAAAA♦AA♦A�►��AAA,�AAAAA♦♦AAAA��♦A♦A♦��- AAAAAAA♦♦AAAAAAAAAAAAA��,►,�.tA�►A��ti,��AA� ° - 1/8 -- 1 t ♦♦♦♦♦♦'it--•♦AiAAi lI►AAAAAAAAAAA ►�' AAA♦AAAA♦1►"I►A♦ ♦♦ AA 04V-:-.0 ►IA;�► " y♦�' *'�yAA♦' PROFESSIONAL STAMP: ►♦♦♦♦A♦t►♦r►AAAAI►♦'►♦AAAAAAA♦!L- - -♦t�►A♦A♦A♦AA♦'♦A♦�►♦AAAAAAI�A♦♦A♦4.41=.1:111♦A♦♦A♦AAAAA♦♦AAA♦♦►-6:s��A�•i•3c 4.-t, II) ♦♦� ' / / �A♦A♦�A�A�A�A.1►��A�A�♦A.AFL-& 416.♦�A�♦�A�♦�A.f.,��•ARP AA♦A♦AA AA♦AA1►� A A�,.A�♦�♦��i...AL �slt alb.►♦�A�♦�A�A�A�♦��r,i, lir♦ 411 4�►+�►►+i�'♦♦A� /IA - -- - 'V5 V' - - - - ,e - - -- --- -- - S 1 - - - - - - - - - - - -►' - - - - - - - - - -♦A� T♦AAAAA♦ ♦AA♦♦♦A♦♦♦♦♦♦♦♦♦♦ �♦♦♦♦♦♦ AAA♦ 1AAAAAAA♦ ► ► ♦'♦♦♦♦♦♦♦ ♦♦♦♦♦♦v♦A♦A♦♦�A♦A♦A�A�♦A♦♦�A�♦�A'�A♦A'�A�♦�A�A�A�♦�A� ' ■A A.�A�A�A�♦ AL A11.4 A4A�.�♦AAA♦�AAA�A�AA �A�A�A�A A A �.A� ♦�A��■ ��A�A�A■��A�A ' 3 1 � ■�,..•��' -� '��■� , AAAAAA♦A ,1►AA.A∎∎∎∎ ∎∎12ral �� _ ��II8e��♦AAA♦AA♦♦♦, !. ` ♦A♦♦♦A♦♦A♦A�1► ,� ��1 ►� ♦AA♦AAAAAA♦AA I�� ♦A�►♦AAA♦A//♦A♦�,11C•�_ ♦A�♦♦A♦♦♦A♦♦♦A♦♦A♦A♦♦♦A♦A♦A♦A♦A♦A♦A♦A♦♦♦A♦A♦� "il oP1:4. • I ►AAA♦A♦�' __��!!A� ►AAAAAA♦♦♦A♦AA♦��4t, ��4 •��,♦A1►1►AA�A♦♦AA♦♦AA� ,=,_♦_♦_♦_♦_♦_♦_ . _1 - - ►♦♦AAA♦AAAAA♦♦ ♦ .+�► ♦�♦AA1 ♦♦♦♦♦A/►A♦♦ ► AAAA,--- AAAAA♦♦♦ . c ♦♦♦AAA♦ ♦♦1►1►♦♦♦♦♦♦AAAAAAA -------= == , 1 ° ill ►AAAA♦A�'► _�,��A♦A��♦�%AAA AA♦AAAAA♦AAA♦AAAAAAAAA�Mi, ; 1 e♦�e e e♦♦♦♦e e e ee e ee e e♦♦e♦♦e♦e♦ee♦ a♦e♦ee�♦♦♦eee DOOR AS SCHEDULED DOOR AS SCHEDULED N EYV STO R El F U 1., ,Lt GUT ♦ee♦eeee♦ee♦ ♦eeee♦eeeeeeeeeeee e�♦�e, eeee♦� INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN NOTE: ►eeeee♦ee♦♦♦eeiee♦♦ ♦♦eeeeee♦♦e•;i._ _ ..♦♦♦♦♦� 9 ♦♦♦eeeee♦eeeee♦ee�♦e♦♦♦♦♦e♦ee♦ji �♦♦r►��♦e♦♦ FOR CONCEPT TYPE, SEE: �e e ee♦♦ee e♦♦e♦♦e e♦e e♦e ee♦♦ee♦♦��Ieee♦♦�♦♦��,�e♦♦� 1/8" THICK SURFACE 1/8" THICK SURFACE PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. lop ♦ee♦e♦ee e eeeeee e♦e eeee e♦e e e��A�'��' � #'�♦��ee� MOUNTED SIGN MOUNTED SIGN GROUND WIRING DIRECTLY FROM PANEL BOX). SEE \ ee ►♦ M. / ELEC. DWG FOR LOCATION. INSTALLATION TO MEET ♦♦♦e♦ee♦♦e♦♦ee♦♦♦ee♦e♦eeee♦eee♦e♦e♦♦eeee♦eee♦e♦e♦eee♦.�- , s ' a✓,4T rim♦.e/ ►♦eeeee♦♦♦♦♦e ♦�* �:�;. '�►4► ee�,�►� mss_,=_' e�� . �_�=, �.L�_��- N.E.C. CODE. ♦eeeee♦eeeeeeea i s v l e�.tee♦ ,e.__ ______.____.�; ♦� ►e♦♦♦ee♦eeeeeeeee► ►,r,�r�ee.►_♦_♦.�.♦e�_:= :_:.�♦�• ♦� ♦eeee♦ ♦ee♦♦ v-��4� z+�♦�,�♦��../►♦♦;� -♦-.-♦-♦e♦/►♦ ►♦e♦♦eeeeee♦♦♦�♦�►! � �► !� 1,1,., ♦eeee♦�e- r��♦��ee♦�'♦ STEEL FASTENER FOR B Vie♦eee♦♦e♦ee♦♦♦♦ee♦e♦ee♦e♦'"N,i ,, ;i N,��r�'*�'�!'r0,`►''�ee♦�♦i♦.►e/e♦♦/�e�► eef♦� STRUCTURAL ATTACHMENT ►eee eeeeee♦eeeeeerrr'ee-e-e��♦e♦ 4�e1�e�l►��♦eeee♦� VERIFY NECESSARY LENGTH ♦ee♦eee♦e♦ee♦ ♦♦eeee♦e♦♦♦♦e♦�i\ ♦eJ ^�♦e♦�Iee AND TYPE IN FIELD (LENGTH ti\ \ ♦eeeeeeeeeeeee♦eee♦eee•eeej��e�e♦V♦eej�Ieee/ • EQ. EQ. EQ. EQ. TO ACCOMODATE 1-1/2 \ eeee ee a♦♦e♦♦e♦ee♦♦♦e♦♦e,�� ♦e♦e♦eee��e 1-.. ♦eee \ \\\ / / / / / � �. ♦eeeee eeee♦eeee♦♦ee a♦♦��♦ee♦� ►a�►�eeee� ---- -- \!1►:: STANDOFF). SEAL �, 4VA-TE- FF .: ♦�► �eee ��e♦♦♦eeee♦♦e �- ��'e♦e♦eewe•►4►�♦fee 4; PENETRATIONS FOR EXTERIOR \\\\ \\\ `� \\\ \� L\ ♦ .-•-ree� -.-�_��_ �■��•.� -�� C_ �ee' -rye. se/ a Il LOCATIONS \ ►e♦/ ♦♦eee'►eeeeeeee♦ ♦ee'I�e'�♦eee-�� .,, �'T� ♦� � � �� ♦e1►e♦♦♦ • ee♦eeee♦♦eioe• eeeee.►o�►� ee�►♦ee♦ �. � �� . \ \�. ee �eeee♦ ►e♦ee♦♦ ♦e♦♦e♦i�►.•1'I a♦e♦+♦ ' e♦ ♦♦e� INTERNAL ILLUMINATION WITH \ ,,\\\\\N,\\\\\\,\\\\ , ► / .i 'I 41 _ ► ,�, INTEGRAL BALLAST \ 1: ♦♦ ►eee♦♦ ►eeeeee♦♦e♦♦e♦ ►ee��s 4e , tee eeee• `\ \ \, t � �� ,, ,I \ � `��,� � :II `�,�,� � � � GAP I► I► / 1 \ 1 8 THK. PAINTED ALUM. . ♦e1►eeeeee•eee eeeeeee♦♦� eee a♦eeeeee♦♦eee ti / ., o CORPORATE ARCHITECTURE ► /► ♦♦ ►♦ ♦♦ ♦♦ 'II►-�►_.-��- ♦♦ ►�♦,�►! e� \ ... CLOSETS STOCK ROOM `� , ` ,.; P ♦ ♦ ♦♦ ■ ee ♦♦ ♦♦♦I► - - - ♦ �. / FACE & SIDES, PUSH-THRU \ . \ 901 CHERRY AVENUE ♦♦�►♦♦eee• ♦♦e♦♦♦♦e♦♦e♦♦ .- - - - '� w e�►e♦ ` \ \ `�\ �, ,. a 9 ► � � ROUTED OUT LETTERS '�. / I► e I / � � � ``�, � \ \ SAN BRUNO, CA 94U6fi ♦♦♦eeee♦ ►e♦ _ �'e ��rs�T ►ee_e_e! . 1►e�►e ee♦ee� \ �. W ►♦e/►♦♦ ►♦ ►♦♦♦ ',1 t � 1 I we♦`►�t+►��M�i►�► ►,' ►ee♦♦et \�. .\\\ �. \ �`� STORE NO.: ♦♦1►e�.�♦_�►�Le_e_��♦_e_�_�+_�_�_�r_e_�_e� !e a♦� � V ► �c � eeeeee \ `�:\\\\\\::S\1\\\ ��, 4 � .. J-BOX �. ■ �, * ► \\\\\ J BOX PROVIDED BY ELEC. �.\ �. �,\� \ `� .♦e ►♦� � - � �� • � ♦ i♦eee♦t!�►�►� 1►�►ee . � ►� { � ��, � 9 6 �- 1♦ I , . ♦ '4.0-��A a eel-Ii;.e_e_♦_♦_♦i 3 (ail► ♦ i � �► �► ` CONTRACTOR \` s �`�,l►♦• e� �►ee• - _ eeeee .� �� 4+4w4! "4/4' '"!' 1 I ) ., �` � ♦e/ e., � •`t'/ ♦e♦ter► � e♦♦♦♦1� ♦♦♦♦e•' 40404104#4_� � ►� � ♦ \ \ �;� � STORE NAME. ►ee4 /►`•�►,�'�'I►eeee ► ♦e♦ee'I►eeeeee, �► ►e�►e� �\ WASHINGTON SQUARE / I I 1 CONDUIT TO ELEC. PANEL AS REQUIRED PROVIDED � .��\\,�� `�, II e� ►, , e e♦ _ _ _ ♦♦ _1141 Q { ., STORE LOCATION: ♦♦♦ ,I.;". --1011"- �'r A 0e�i►'1 ♦e♦♦♦♦et'V�,'�►♦ Ve♦' . I�,. BY ELEC. CONTRACTOR) \\\\ '``,: \\\\ \\ \`\ ►♦e4�`♦ee♦♦4I��_e_.��1_ /��,��;,4See♦eeeei�►eree♦♦� EQ. EQ. \ GAP KIDS BABY SUITE W14 ♦e�♦Ae♦eeeee♦ems.►-♦-♦-♦-♦-I'�-♦47 91♦-♦- -♦,/►� e♦e e♦eee eeeeee e ee 1/8" 111K. ALUM. PAN W �e ►�♦eeee♦♦ee,►e♦eee♦�►e>��,e♦eee♦e�eeee♦ee♦ee♦e♦♦eee♦eee♦e♦eeeee♦eeee �-�- - I BLUE PAINT FINISH W/ / SEE ELEVATIONS 9677 SW WASHINGTON SQUARE RD. ♦%�a♦♦♦ems.••••-�--�••-••-e♦e♦♦eeee♦♦♦♦♦♦♦♦/ � I ■eeeeeee eee♦♦eee ee e♦♦e♦e ee♦e♦ee♦ee eeeeeeeeee♦♦e♦eee♦e♦e♦eee♦e♦eeeee , 3/4" CONDUIT BEYOND TIGARD, OR Vie♦ XS_ 'See♦♦ee■�� :�♦eeeee♦eee♦e♦eeeeee►♦e♦eeeeeee♦ee♦e♦eee♦eeeeeeee♦e♦ee♦� / 97223-4452 ►♦��♦e♦ ��♦♦♦♦♦eee♦eeeee♦e♦ee♦♦♦♦e♦♦e� NOTE: B E STRUCTURE VERIFY IN ♦♦eeee♦♦e eeeee♦ee♦♦eeee♦eeeee♦eeeee♦♦e♦e LOGO DIMENSIONS ARE DETERMINED BY ( ) (1) eee♦e♦e ee ee♦e e♦e e♦e e♦eeeeeeeeeee ee♦e eee♦� CAMERA READY ARTWORK FIELD GAP PROJ. I.D.: 0000044301 ►eee♦e♦♦eeeeeee♦eeeee♦eeee♦♦♦♦♦♦eeeeeeee♦eel FITTING ROOM ENTRY. �iei♦♦i♦ieiei♦♦i♦ieiei0eiei♦ieie♦ieieieiei♦ieiei♦ieiei♦ieiei♦ieiei♦ieiei♦i♦i, ♦eee,�eee�.eSA �e,�eeee♦ e♦ eeeeeeee♦♦.e�♦e♦ee♦ „_ ,_ „ „_ ,_ „ „_ PROTOTYPE V9 DATE. 004 $ ►�♦♦eee♦ eee♦♦ ♦♦♦1/ee.45eel►ee�►� 0 3/4 o > >/2 o�..�./.�►�•� �.► �� ,�■♦♦eeeeeieeeeeieee�_e_I►_�_e_._�♦e� ►r. �0.'-../► 4►1./0♦.l►e�►'�♦♦♦♦♦♦♦♦♦♦♦♦e♦�..•��•• .►♦�►2 SIGN ELEVATIONS 9 APPLIED TEXT SIGNAGE 6 PIN MOUNTED HALO SIGN 3 08/11 /08 �VJ` � ►��,��.► . At . ►♦♦♦♦♦♦♦♦�♦,�♦�♦�♦�♦�♦�- ��e� ` 1,.♦ Al*e*♦��e� A46_09 A46_06 A46_03 �� _ �� _ ♦��e��►e�� ♦��♦� y OPENING Q1 /Q2 2009 ♦♦ee a♦��ieeee♦♦♦♦♦eeeeeeee eee♦♦eeeeee♦ �♦eee♦eeeeeeeeeeeee♦♦eeeeeeeeee♦eeeee♦eet INTERNALLY ILLUMINATED LED HALO o W °w w ►eeeeee♦ee♦♦♦♦♦eeeeee♦ee♦♦ee♦eee a e♦♦e♦♦e� ee♦♦eee♦ee♦ee♦ee♦eeee♦ee♦ee♦ee♦♦e♦eeeeee SIGN w = Cl) ♦eeeeeeeeee♦eee♦♦ ♦ee♦♦eeee♦♦ eieeieee♦ee♦ ►♦♦♦♦ee♦♦♦♦eeeeeeeeeeeeeeeeee♦♦eeeeeeeee� C4 y -1 o ►eeeeeee♦eeee♦eee♦ ♦eeeeeeeeee eeeeeee♦♦♦� eee♦eeeeeeeeee ♦eeee♦ee♦eeeeeeeeee♦♦eee♦ Z wz a Z ♦ ♦♦♦e♦♦♦♦♦♦e♦♦e♦ ♦♦e♦♦e♦♦eeeeeeee♦♦♦♦♦♦ ►♦♦♦♦♦e♦eeeee♦�♦♦e♦♦eee♦e♦♦e♦♦e♦♦♦♦♦♦e♦♦� / a w = Nmo Cl) G ♦eeeeeeeeeeeee♦eeeeeeeeeeeee♦eeeeeeeee♦ ■ eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeet LOGO DIMENSIONS ARE DETERMINED BY ITEM c� 0 a. u=. >- z m w Q R. < m COMMENTS �♦eeeee♦♦e�e♦eeeee♦♦e♦eee♦e♦eel_e.�►��}; ��1!+�, / ��,+1R� `� y♦/1�►,�♦♦♦e♦ee e�,e♦e e e e e e e e e e e e e e e e e e e e e a e♦e e♦e e♦♦e e e e♦e� CAMERA READY ARTWORK ►ee eee eeeeeeee�I♦♦�W L� j.Vl►�1. 41 yr i 3/�► ♦eeeee eeeeee♦♦eeeeeeeeeeeeeee♦eeeeeeeeeeeeeeee I EXTERIOR SIGNAGE I ♦ee♦ie♦e�►ee♦♦eeee�e♦e1 �►'11 is♦. .,^4., •TSeee ►♦eeeeeeeeeeeeee♦eeeeeee♦e♦ ♦eeee♦ee♦e♦♦� -►♦e♦♦e eee♦eeeeee��ee�►�e �'ee�'�e��►�� yeee�■eeeeeeeeeeeeeeee♦eeeeeee♦eeee♦♦eeeee♦ee _ PIN-MOUNTED ILLUMINATED HALO SIGN 1 Y 0 0 2 K B ♦eeee♦eeeee♦eee /eeeee♦eeeee♦♦eeeeeeeee♦ eeeeeee♦eeeeeeeeeeeee♦♦eeeeeeeeeeee♦eeee PROVIDE 120 VOLT PRIMARY ELEC. 1♦eeeee♦e♦e♦e♦eeeee♦e�♦eeeee•�eeeeeeee♦eeeeeeeee♦e♦e♦eeeeeeeeeee♦eeeee♦eeeee►eeeeeeeeeeeeeeeeeeeeeeee ee e eeeee♦e♦♦ee♦eeeee♦eeeee♦e♦eee SERVICE (INCL. GROUND WIRING RECESSED ILLUMINATED HALO SIGN 2 Y 0 0 1,2 - K B - 1 e e �� I�� ee�,e eeeeeee e ee e e eee e♦ee e♦e♦♦e e♦e e♦e e ee e ee ee� DIRECTLY FROM PANEL BOX). SEE 71i1 ��L��lr5! �1�1TZL��."-lll 7z�►7�Vltv��, ...... .._emr�� ...._ _ _A ♦e`e-ewe -e e�� 4�;��4�*��*�;��::::,54:.;•+:4::-e�►-e-a-e-e-eeee♦�►eeeee♦♦♦eeeeeee♦e♦eeeeeeeeeeeeeeeeeee♦e♦eeeee♦eee♦eeeeeeeeeeeee♦eeeeeeeeeeeeee ELEC. DWG FOR LOCATION. BOOKEND SIGN 2 Y 0 0 2 - K B - __ _,__ _ ___ _ _ ____ , ,e ,► 0-riatmogrAoramr...w.41Ampoomagrargoor.d.mr..■■■■■■■■■■■■■■■•■■1•,��.�• INSTAL LAT1ON TO MEET N.E.C. GODE.l ♦��eo��4�e14�e��•40�•4.4•e�e7.1egg*11 r 117eeeeeeeeeee�■eeeeeeeeeeeeee♦eee♦eeeeeee♦eeeeeee♦eeeeeee♦eee♦e♦eee♦e♦eeeee♦eeeee♦eeeeeeeeeeee ♦eeee♦♦ 10.* 4�e♦♦♦♦♦♦♦♦ee♦♦♦t"4$4I 4�eeeee♦'eeee♦ee♦ee♦eee♦eee♦eeeee♦♦ee♦♦e♦♦e♦e♦eet -+ INTERIOR PENDANT MOUNTED SIGNAGE , ■►♦eeeee ei �� ee ♦♦eee♦e♦eeseeeee i►, e�eeeeeee ♦eeeeeeeeeeee♦eeeeeeeeeeeeeeeeeeeeeeeee♦ ..- r., , __ __ __ �,_ .,_ 1:9";.'e♦♦e♦♦♦�► t♦♦♦I ♦♦♦♦♦e♦♦♦e ♦♦♦� i►' -4' ►eee♦♦♦♦♦♦♦♦♦e♦♦ee ♦♦ ♦♦eeee1 .r.7 .,.�,�.�e�Ir'cv �'IF eev EM ER�i! I `�1�e1,,►ee��ee" e�►eeee♦ ♦� �� ♦♦esee♦e�e,�e♦,e��♦e�, _ _ eeee♦e�♦e♦eeee♦♦♦♦ee♦eeeeeeeeee♦ee♦ee♦ee♦eeee♦♦ _ _ _ ♦♦eee eee 0 ***4/464.44.4040, ` i_ . - *,. �" ♦e� r ►�►�e♦♦eee ►eeee♦eeeeee♦eeeeeeeeeeee♦eeeeeeeeeeeeee♦ FITTING I© 0 0 ® K ►♦♦♦♦eie�//P'♦♦♦ U e e..£ e .#,. .► :•4.11'!N 6-0044•►ee♦♦♦♦eee'♦♦eeeee♦♦♦♦♦♦e♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦e♦♦eeeeee p _ .. _ _ _ _ _ _ _ _ _ _ _ Lit _ _ _ _ _ _,_ _ _ _ _ _ _ _ _ eeee♦♦♦ /�► 'I►t►r/ a i'1►1►♦'►t•�' ►ov �'►eeeeee♦♦/►eeeeeee♦eeeeeeeeee♦eeeeeeeee♦eee♦ee♦eee♦ -■ 1/s THK. PAINTED ALUM. y 1r ,,Qit►e ♦��♦♦ ♦�♦�� n� �i1/►•:f/)♦�nl�� ♦♦ ♦��♦�/ ►♦♦♦♦♦ee 10 ♦,►o p.� �_i� ►►k`.��'Y.' ►1 io# eee♦e�'ee♦♦ee♦eeeeee♦ee♦eee♦ee♦eeeeeeeeee♦eeee♦ _ _ ►_. _�._,►�._ ._ _�._ _�_._ _�►_�_�►. .�r �_��_ ` _._�_�.�_ _._��_ _�._�.♦ I►♦�£%..4 44+e..e♦.��►♦s►.► #�•►1►.,►��ee♦♦eee ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦eeeeee♦♦e♦♦e♦♦♦♦♦♦♦♦e� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / FACE & IDES, PUSH THRU ►♦♦♦♦♦ ♦♦♦♦♦♦♦♦�♦1♦� ♦� ♦1►♦1► ♦♦♦1►♦♦♦♦♦♦♦♦1 ♦♦e♦e♦e♦e♦ee♦��,��♦e♦♦e+►♦ee♦♦e♦e♦e®e♦e♦e♦e♦ '♦e♦♦,�e��►��►e♦e♦e♦e♦e♦e♦��e♦e♦e♦e♦e♦eeeee♦e♦e♦e♦e♦ee♦e�e♦e♦e♦e♦e♦eee♦e♦e♦e♦e♦e♦♦♦eee♦♦e♦e♦e♦e♦e♦e♦e♦e♦� 2 , ROUTED OUT LETTERS �_�_�_�_�_�_�_ _�_�_�_�_�_�_�_�►_�_�►_.�►_.-►_..►_� ._ _._�I.._._._._._._._._� p♦♦♦e♦♦�//1VA►♦ ►e ♦♦♦♦♦a♦♦♦♦♦♦♦♦,►♦'11 ►♦:4.♦♦♦♦♦et'♦e♦♦eee♦eeeeeeee♦♦♦♦♦♦♦♦♦e♦ee�ieeeeeeeee♦eeeeee♦ �♦eeeeeeeee♦eeeeee�� `�±�'��eeeeee eeeeeeeeeeee♦eeeeeeeeeeeeeeeeeeeeeeeeeee♦ „ SURFACE APPLIED GRAPHICS►♦eeeeeee ♦eeee♦o♦♦♦♦♦♦e♦oo ♦�► e�eeeeeee♦♦♦♦e♦♦♦♦♦e♦e♦♦eeeeeeeeeee♦eee♦eeeeeeee♦ �� o I M eeeeeee♦e♦ee♦e, ►��e-►∎��0000e♦��♦�Oe�Oe�e�'4M..o,� ♦�•♦e e eee�,ee ee eeeeeeeeeeeeeee eeee ee e eeee♦eeeeeeee COMING SOON 1 N 0 0 2 - K B - ♦♦eee♦♦e'�:%♦':♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'. ;�'►♦e♦♦♦♦♦e/►e♦eeee♦♦eee♦♦e♦♦♦♦e♦♦eeeeeeeeeeeeeee♦♦e� �, .��....��•-♦ ►eee♦♦ee�►�►��►e eeeeeee♦eeeeeee►�� ►♦♦♦eeeeee'eee♦eeeeeeeeeeee♦eee♦ee♦♦eeeeeeee♦♦e♦♦e♦ T j►1�, r �i' n�l>�► �.�1. N ' `;+�/�►�/ ►'/•� 1-♦ ►♦C♦e s•eeeeeeee♦ ♦eeee♦ee� ► '�eeeeeee♦,eeee♦♦♦�y*.►�► ►eeeeee♦♦ ►eeeeeeee♦eeeeeeeee♦eeeeeeeee♦eeeeeeeeee II �!: , �"1I►��,`►�1 +�►`►�nr►`►�i►+`►��1►� r►�■r►�►`/►♦ee♦�►eeee♦♦ee1 ►♦♦♦♦eee //►y� ♦_♦_e_♦_♦_♦_♦_�___e_♦_♦_e_♦_e_�►� � �►ee♦eeeee'♦ ♦♦e♦♦ee♦♦e♦♦♦eeee♦♦ee♦eeeeeeeeee♦eeee♦ , I.;eR�ge.i. �e��e�e�e�e�e�e�►e� Ai. i. 6 al��4��ee��4 ♦♦♦eeeee M E e V 'iv�� ► �♦e♦♦eee♦ ►eeeee♦eeeeee♦e♦♦♦e♦♦e♦♦eeeeee♦♦ ♦eee♦e♦♦� - -► eeeee♦/ /►♦�►♦eeee♦ee♦tiee♦tee♦�►er eeeeee♦♦ ■♦eeeeeee♦ee♦e♦eee♦eeeeee♦ee♦eeeee♦eeeee BARRICADE SIGN © 0 ©©, K B GLUE BY G.C. eeeee♦♦e�♦e♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦eee ♦♦♦♦♦♦e♦ ►♦♦♦♦♦ ♦♦e♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦e♦♦♦♦♦e♦♦eee♦� • _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ � _ _ _ _ _ _ _ _ _ _ _ _ ►♦eeeeeee ►eeee♦e♦♦eee♦e �►eeeee•� ♦♦♦♦eeeee♦e♦♦ee♦eeee♦eeeee♦eeeee♦eieeeeeeee♦eeee♦ M �i�i�i�i�.�i�i�i�i��.�i!.�i!�vi��i��►��.1�� e♦♦e♦ee ♦ee♦eeeeeeeee ee♦♦e♦e4� ►♦ ee♦ee♦/ eeeeeeeeeeeeee♦eeeeee♦eeeeee♦ee♦eeeeeee♦ TWO (2) 1/2 GREENFIELD �'L-�-�- - - - - - ►eee♦eeet//►e♦eeeee♦ee♦♦ ♦ee♦♦e� ►eerie♦eeee'eeeeeee♦eeeee♦eee♦♦♦eeeeeeeee♦eeeeee♦eee CONDUIT TO REMOTE ♦eeeeeee♦ ♦eeee♦ee♦eee♦eeeeeee♦ ► eeeeeeee♦ ►♦eeeeeeeeeeeeeeee♦♦eeeeeeeeeeeeeeeeeeeee . .. ► ee♦ee♦///�♦e♦e♦ee♦eee♦ee♦ee♦eel ■ e♦♦eee♦♦�■ee♦eeee♦e♦♦e♦♦♦e♦eeeeee♦♦eeeee♦♦e♦♦ee♦♦e TRANSFORMER PER SIGN I DOOR SIGNAGE AND ACCESSIBILITY ♦eeeee♦♦♦e♦♦ee♦♦e♦♦e♦e♦♦eeeee♦♦ ►eeeeee♦♦ ►eeee♦♦♦♦♦♦♦♦♦eeeeeeeee♦e♦♦eeeee♦eeee♦ee� � p ♦eeee e eeeeee♦eee♦eee♦eeeeeeeeeeee♦eeeeeeeee♦ee��.eeeeeeeeeeeeeeee�►eeeeeeeee♦e♦eee♦eeeee♦e♦eeee♦eeeeeeeeeee♦eeeeeeeeee♦eeeeeeeeeeeeeeeeeeeee♦eeee LOCATION. STAFF 2 N 0 0 2 - K B - ►eeee♦eet//►♦♦♦♦♦e ♦♦e♦♦ee♦eee♦e� eeeeeeeeee♦eeeeeee♦eeeeeeeeee♦e♦♦♦eeeee♦eee♦eeeee "PRIVATE" 1 N 0 0 2 - K B - ♦♦♦eeee♦�eeeeeeeieeeee♦eeeeeee► �e♦♦eeee♦ ►eee♦♦eeeeeeeeeeeeeee♦eeee♦e♦♦e♦♦eeeee♦e� ►♦eee♦eel//►♦♦♦eee♦e1��* ►♦♦♦eeeeeeee♦e♦♦eee eeeeee♦♦e♦♦♦e♦♦e♦eee♦eee♦ee♦ee♦e♦♦e♦e♦e♦ err`*"��"*T�P'P��♦ I♦ /7 I� I♦ I�r'�'�. '�♦ ��`►�� ♦eeeee♦ ♦ eeeee♦ee:�+�► gee♦♦♦♦♦♦�►'►♦eeeee♦♦/►♦♦eeeee♦♦eeeeeeeee♦eeeeee♦eeeeeee♦♦eee♦t 3S2171. �C7.71�e�e�e�e��<+��.�`R►<>�'LI ♦/►.♦�►�lt_��►e_♦�e�e�e�e..e��1 ►♦eeeeeee►Mk.... 4-:i►eee♦eeee•'eeeeeeeeee♦ee♦eeeeeeeeeeeeeeeeeeeeeeeeee - - ♦eee♦♦♦e A' ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦�ovi, eeee♦♦�►eeeeee♦e♦♦e♦♦eeeeeeeeee♦e♦eeeeeeeeeee♦et PORTAL �, ��v�y�IOs�'.Z? �I►v✓, n, ♦�e�e�e�� +��C��'��+II /'Fer'►`�e`1'.'��3'te"♦�e�♦�♦'�e��1 ►eeeeee♦� ►♦eee♦eeeeeeeeeeeee♦e•�►eeeee♦♦e�'eeeeee♦eeeeeeeeeeeeeeeeeee♦♦e♦ eeeeeeeee T. _ .��..._ _ _ _ __, __ ♦♦♦♦♦ee eeeeeeee♦♦eeeeeeeee♦�►■►♦♦♦♦eee♦/►♦eee♦♦♦♦♦♦♦♦eeeee♦eeeeeeeeee♦ ee♦eeeee♦♦! i; i�t!;,t!;�O`t�,�,c�s7C^t,,:A��e��MAIM�t±� ,V ■ � ►�,��; i►e�e��e�e��1 ►♦♦e♦♦♦♦�►�►♦♦♦♦♦♦♦♦♦♦e♦♦♦♦♦eeee♦•►e♦♦e♦♦eee'e♦♦e♦♦♦♦a♦♦♦e♦ee♦♦eee♦e♦♦e♦♦e♦♦e♦♦e♦♦ee♦ _ _ _ -/�� _ _ _ _ _ \�_ _ _ - r: .. .. _ _J'- _ _ ♦eeeeeee ♦eeeeeeeeeeeeeeeeeee♦ ►'►eeeeeeee/►eeeeeeeeeeeeeeeeeeeee♦eeeeee♦eeeeeeeeee� Erlt.,rr�^, e��WW�W�.er.: :V:4F.� &l�_,.1 el i! Lis .4171'21 T.��Z:�.S47i ili ►♦e♦eee♦�►�►eeeeeee♦eee♦eeeee♦ee� ►eeeee♦♦e�'♦♦♦eeeeeeeee♦ ♦♦♦e♦♦eeeeee♦♦eeee eeee eeee e♦el ;:�-�-,; -_►-��T;e- =-:-♦-♦-♦-��-��►-� -i it ►�-�r‘ .."i"..1 r -�-�-�►:�- -�-♦-i ♦♦ ♦eee ♦♦♦eeeeeeeeeeee♦♦♦ee♦ ►►eeee♦♦♦♦ ►♦e♦♦♦♦e♦♦♦e♦ee♦♦♦♦eeee♦eee♦ ♦ ♦ ♦ ._ _ - '"rZ _�._�.-�.-�_7_._._._4►_�_Li_l►_�.._".£_s r,_�_._�_1.�._s_Z._.�_�_�_�_._1 ►eeeee♦♦eeeeeeeeeeeeeeeeeeeeeeee`►ee♦eeeeee eeeeeeeeeeeeeeeeeeeeeeeeee♦eeeeeeeeeeeee' Ear.- -�►-�- -*.t- ,-�- - - - - • "11 -r►- -n- � - ►- - -n- -� - ; - - y►-T- - - PROFESSION ‘ STAMP: 1 j♦j♦ee j♦j j j♦j j♦j j j♦e e♦j e j♦j j♦je j e♦j e♦j e j♦e j♦e e j♦e je j e j♦j j♦j►e♦e♦j♦j♦e♦j♦j♦j♦j♦j♦j♦e♦j♦♦♦j♦e♦j♦e♦e♦e♦j♦j♦e♦a♦e♦j♦♦♦♦a♦e♦♦♦♦♦e♦♦♦♦♦e♦e♦♦♦e♦j TL�►t..r�...TL��♦i�i♦i♦i�r�11 k1►^0.E I:s L♦e�i��.1��s�c��...i�0.,7- i ♦eeeeeeeeeeeeeeeeeeeeeeee♦ee♦ee♦eeeeeeeeeeeeeeeeeeeeee♦eeee♦eeeee♦eeeeeeee♦.►e♦ee♦e♦e♦ee♦e♦ee♦ee♦♦e♦eee♦eeeeeeeeeeeeee♦eee♦ee.♦♦ee♦� HANDICAP SYMBOL _ _ D.Air _ _ _ 0 . 0 _ K B (INCLUDE AT ALL TOILETS, ��e�♦�e�e�♦�e��♦�e�e�e�e�e�e�e�e�e�♦�e�e�♦�e�e�e�e�e�e�e�e�e�e�e�♦�e�e�♦�e�e�e�,�e�e�e�e�e�e�e�e�♦�e�e�e�e�e�♦♦�e�e�e�e�e�e�e�e�e�e�e��e�e�e�♦�♦�e�e�♦�e�e��t AND H.C. FITTING ROOMS) �,_w_w_d_o_w_+_i_ _, _ _e_ _e_!►-!. ... 'we-►-e- -e∎•∎ •.- -e-ee-e-:-e-e---tee- ►-►-�I►-rilli-w- ►-•-•- -"-I- -e-e-�NV NV NVe-e-e-e-e- -�-�-e-e-�1 -e-I-e∎ 'V V' �►-e-vv 3" -oi� p - - ► ►`'��,i* �i'�V e',�;�i,ee 1 '1'�I ��►1eee��e_e�'�i►�I�e�1►e'1 a. �i�1'AI►�'1► ee♦ee♦ee♦eeeeeeee♦e♦ �ee♦eee•eeee THIS DOOR TO REMAIN UNLOCKED DURING G G K B ∎►,,,, ' �.�►�i'�, . ,►„1►4► .�e,�.e�,•��'l .1 +.� . :►e♦e♦__�__�.♦�'�►e/��.�►��►�►,�;,�fee eeeeeee♦e♦eee♦e♦ee♦/:000000:►♦e♦� RECESSED HALO S IG N S ECTI O N 5 " , ' '�1►v 0� ► v ► ► ee ♦ 1e� v ve♦♦e�/♦♦T•s ► � s �♦♦♦ee♦♦eeeeeeee♦e♦ee� ♦♦ eee♦ A46_05 BUSINESS HOURS . x ._._._.*_�_._�_�_ _,_._ _.._•_•_._._ _ _._._._._.A._.A._.._._._'_._._.._._._.A._._O_._._ _-_•_._._._._._._._.A._e_._._._e_._._._._._�_.A._._._e_._e_._,_e_._._/ ,, 46 ��e��e��e��♦��e��♦��e��t WARNING: ALARM WILL SOUND - EMERGENC G - K B - • ,V E WOOD BLOCKING, HOLD BACK 1/4" ►eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee♦eee♦eeeeeeeeeee INTERNALLY ILLUMINATED NEON LED SIGN EXIT - - FROM LONG FACE OF SIGN AS _ ►♦eeeee♦eeeee♦e♦eee♦eeeee♦eee♦eeeee♦eee♦eeeeeeeee♦eee♦♦ee♦eeeeeeeee�eeeeeee♦ee� STORE HOURS DECAL 0 K B u l' c OF a. SHOWN, PAINT TO MATCH CEILING �/ ►eeeeeeee♦eeeeee♦eeeeeeeeeeeeeeeeeeee♦eeeee♦eee♦eeeeee♦a♦,*eeee►♦�►e'1►e�►♦�►�♦eeeeee LOGO DIMENSIONS ARE DETERMINED BY CAMERA '♦ee♦eeeeeeeeeeeeeeeeeeeeeej•';�/"•n'�` ,ALt', 1A�'•�►eeee ►eeee♦eeeeeeeeee♦ee♦eee♦e♦��♦x'77.411'6 17 `1 "� ∎ C,$.3et READY ARTWORK AWNING CANOPY TRELLIS 'eeeeee♦♦e♦eeeee♦♦♦eee♦ee�.e` u�:�►► 1►w'L "► �1- •ii�o� �4•�� •4.4.4.4.4.4.4\� VENDOR PROVIDED METAL BRACKET ►Ji J �e♦ee♦eeeeeeee♦eeeeeeee♦♦♦�' 1�''�►wee♦♦met Ir:U��_4�::��e_e_._e_._e_e_�_e_�_`_M IY_ire _ -_ . __'_ _ A. _ _ A. _ .. _A. TO BE PAINTED WHITE �♦eeeee♦eeeee♦e♦♦eeeeee♦eeeee♦eeeee♦e♦eeeeeee♦ee�eee�ee��ee e�,��eeee PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. W#.sw#Aw#.sw#.sw.s%.�I-♦�►�'��'� eVeee GROUND WIRING DIRECTLY FROM PANEL BOX). SEE e��i .0qt,V.4, FOR LOCATION. INSTALLATION TO MEET ILLUMINATED MARKETING IMAGE • ,e♦e♦ee♦eeeeeeee♦eee♦ee♦eeeee♦eeeee♦ee♦eeeeeeeeee♦.eee�V�1�`�y� e� ��'�y/♦ ELEC DWG ARCHITECT INFO: F0. ►eeeeeeeeeeeeee♦eeeeeeee♦�I��eeeeeeeee♦eee♦ N.E.C. CODE. ,jt►ii�4'g�� j!,p,40:1IR,7 ooI•��:n:tj - - '♦♦♦♦♦♦eee♦♦♦e♦♦♦♦♦eee♦ee�iiee��♦ , ��♦♦♦e♦♦ Irk ,►:�,►:� �.., �..►:��►��.�i��i��i e �' 140, - � ':, + �s'�♦♦�♦��♦��♦�� ►�� ♦ �,A ►♦♦♦♦e♦♦♦♦ ♦♦♦♦ ,.,..._� l � ,� ._._._._._._._._._._._._._.► _/._._1 OW GreenbergFarrow•fr 9'-2-1/2" A.F.F. ►ee ..... .'��...........e♦� -�►;`- - - - - - - - - - - - - - - - - ►►-n- - - ►- - -n- - - - - - - - - - - eee._._._.∎_._._._._._._._._._�_ _ _ _ _ _A_ �. .. _ A. _ A. _ A. A. A. .. A. A., tl1�.1��1��:-.A: ��,-.*::A jAt-I��'/',�'��t`-ft�L-,- :-Al� ��1 1430 West Peachtree Street, N.W. ► Tee � � � � _ _ _ _ � _ _ � � � � � � � _ � . .. . � � . � � � � _ _ � � . GYP. BD. CEILING /'!:► ►e♦��e�!��,��1A.A..��.�� ♦e� A p ►�:��r,-�� ►�s�,�►�� ►�:•�,►.�►�� s�lte 200 'e♦�' r _ _ _ _ _ _ _ _ _ _ _-. _ _ _ _ _ _ _ _ _ 'I _ _ _ _ _ _ _ _ _ _ .•,�♦♦ 1 -O ��►��_y�_._._._._._._._._._._.'►_, '►_..,Ii► .�i+. �rVJ,`��I►.��_�,._._._._._._._._. ►♦e�♦♦♦♦♦♦♦�♦♦♦�i♦�♦♦♦♦��♦�1��♦♦�♦♦♦♦♦♦♦♦eel / ��► �� ,r,,-� , �.±� �+� -!'�►�� Atlanta, �` \ ti \ \ 'eeeeee♦eeeeeee�Ieeeeee�/e�Ie eeeeeee♦eel►eee p _��`�_�►�e_e�e _e_ e_ei�,i I_�L►.�i�r��,��.:.��/, e_ee_e_e_e GA 30309 �. \ \ � gee♦♦♦4►eeeeee♦eeeeeeeeee♦ee�Ieee♦eee♦♦♦eee��e� ��♦e♦♦e♦ee♦ee♦ee♦♦ee♦e��e♦e� 1/2 THK. CLEAR PLEXIGLAS W/ SAND � t: 404 601 4000 f:404 601 3980 ►♦♦•eeee♦eeee�Ieeeeeee�Ie�Ie ♦ee♦eeeeeee♦♦�/ BLASTED FINISH ON FACE & SIDES, 'eeee► ♦♦♦♦♦ee�i♦♦♦♦♦ee�i♦1-♦ �ee♦♦♦♦♦ ♦♦♦1►e♦♦ „ e PUSH-THRU ROUTED OUT LETTERS , ♦♦•eeeeeeee♦eee♦ee♦�� e'♦eeeeeeeeeei►eeeeee� \ ISSUE TYPE. 1/4 INK. ACRYLIC LETTERS, LAL A .!�� A .. _ A. _ _ _,. \ � ' ►eee��ee�_�_ �� I��e�� ee1►e�►♦ L=LANDLORD G=GENERAL CONTRACTOR O=OWNER PASS-THRU ELEVATIONS FOR �e♦•eee■ \ =__ ■'��:%�=%■ �.-_-�■■.�11♦eeeee - LANDLORD/PERMIT/BID 11/13/08 \\ eeeee•eeee 1•/ree eeeeeee♦eee1►l►eeee e1►eee �� , \ . NOTE SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX FOR ALL POWERED SIGNS. ACTUAL VERBAGE ♦ _�ee/ileee�'�'e♦ee♦ee�Iee�►ee♦♦e♦�e��I/►eeee� p ti k co eee,►e�eee♦ ► ►eeeee♦e♦♦•Ie�♦♦ee♦►/►♦♦4)„1♦e1,�ee 1 8 THK. ALUM. PAN W/ PAINT FINISHED `� o ►♦♦•'e♦/1/♦eee►�'e♦eeee♦seeee-eeee♦�►�e ► 1►♦eeeee / / _� s _ �4�4►k_-.. ...�.4_..f1_._411k ._��1►_4►_- _�, \I\ KEY NOTE SIGN BOX PANEL P72 � � � � ► � � ♦ee �e�♦e•► - _ _ NIL - _ _ �'♦e/ eee SCALE: AS NOTED ►tom . `. ► `� CONCEPT SIGNAGE �_� / 1► �_� 1. AT LOCATIONS HAVING MULTIPLE CONCEPTS G K I . ENTRANCE PORTAL TO RELIEVE BOTH CONCE \ I e _ _ ee �►e♦ eee �♦♦eeeee ♦/ eeeee♦e� e/I ee _ _ et { / /B/) DRAWN BY:♦e��►et♦et►�►♦♦�� ♦♦eeee♦♦♦♦♦♦♦♦♦1► ►ee♦♦1►♦e♦/ �► «►�►� ► /►ee•♦♦ I►e♦•♦e�� Q 4;► ►�!►�, ► �►. ee♦♦� ,1► I ♦ee♦♦t eeee►e•a♦�►�►♦�`i► !��ii� e��.��lll�1 X11► ♦♦♦♦11 '=fie♦♦I/eeee \` 200804755 _ ,,� i ► `\\\\\ \\\\` � LEFT SIDE OF PORTAL FROM EXTERIOR\ \ N ee•♦e/l/♦♦•♦e`6 �v♦'�►'� ►♦�v V N eeee♦♦� �r►1►/1►eee♦et _ / ♦♦♦�►e• ♦et►�►eel♦♦eee:►♦♦eeeeeeeee/► ►e♦♦♦1►ee♦ ►♦e1'♦♦111♦♦••'♦♦♦=��►♦♦e♦eeeeeee'►♦♦♦♦1►e1►/�►♦♦e♦e1 I � ■ ►�� ►��►��1 � ► SHEET TITLE: iL 7'-8-1/2" A.F.F. eee �e� ee/ � _Maki►-��=��=��J��e/ eee ♦e�♦♦ Ile♦�_PI _ ♦A •e♦ee♦/ LAMPS BY SIGN MNFR. \\\\\ �- � � ♦ - � � �� -�� e1►♦♦♦ 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE, DELIVERY, AND INSTALLATION WITH SUPPUER.►e1♦♦�'�• •��'►IF • , • ♦ SIGNAGE DETAILS B.O. SIGN eeeee♦ eele eeA��e��'►�e�♦♦♦'i�e�♦�e�e�ee.�e�e�� e: eee�l�♦e��♦e♦e� _ ►e ee ►ee�l --e��--e-e-e--e-e---e-�Ve--∎ ./'e♦Tee••ee♦e� 1/2 REVEAL 3. G.C. TO PROVIDE BLOCKING IN WALL ORR CEILING AT ATTACHMENT 4.i'-6" 2" �e♦ee�►eee.� eee,�♦eee♦eee♦♦eeeeeeeeeeeeee♦♦eeeeeeeeee♦e♦eeee� e♦•e �e♦ee. / / .� ►♦ee♦♦eeee♦`�.ewe,■♦♦eee♦eee♦weeee♦eee♦♦e4►eee.�.e♦eeeee♦e. METAL PORTAL NOTE: NOTE: SEE SHOP DRAWINGS FOR ♦♦♦e♦eeee♦e� ♦♦♦♦♦♦.♦♦e♦i�e ��ei��e♦eeeee♦e� SIGN CONTRACTOR TO SUBMIT SIGN FABRICATION & INSTALLATION DETAILS NOTE: 9 ,eeeee`�e-e-fl/�e-e-e-e-e-♦-e-e-e-e-e-e-e-e-e-e-e-e-a-e-e-ems',-e-e'e♦eee♦e♦eel SHOP DRAWINGS TO LANDLORD FOR CONCEPT TYPE, SEE �♦eeeee♦eee.,eeeeeeeeee♦eeeeeee♦eee♦e♦��ee'►eeee♦e♦eeee♦eeeeeeeeeeie ee eee FOR APPROVAL PRIOR ►eeee♦_4�_._._._._._ _._._._._._._.-._._._._._._.-._._ _._._._.►�e eee e/ SHEET NUMBER: �♦eeeeeeeee`i�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦�♦�►♦�♦�♦�♦�♦�♦�♦mss♦e♦eeeee♦e� TO INSTALLATION. ►eeeeeeeeeeeeeeeeeeeeeee♦eeeee♦eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee♦eee - - > 1/2"_1I-0" 'r•♦� ' � �4t►eel♦♦i^� �reee�•�,„e^1►�� ► e'�1 �►� e �ee� e 11/2��_��-o�� NO SCALE '4� ,1 �4 l'#-11 '►��6 ik.4.11. ,,'141�►e�;.14:,<<;w�.,r. trvir.11.4?-2:-..11�� .4 �..►e�`♦ L I N I NAG E AWNING CAN 0 PY MATRIX 1 A4 .. 6 PASS TH RU S IGN 1 0 _ _ ►eu ►� k �. 0 _ .. ,. � .►e _ ,. <.�i�♦�► ►♦ .♦1 PORTAL l BOOKEND HA O S G 4 S G / / A46 of A46_10 _ A46_0 _ NEWSTORE/ FULLGUT BABY ARMOIR fo0EN NG MOUNTED EXIT N REMOTE ALARM AND TRAFFIC k. \ COUNTER BEYOND, SEE MEP 5 DRAWINGS " ti -• 11 -0 A.F.F. II \ -6 " B.O. CEILING \11'-0 A.F.F. 0 J Y ___-_ _- -__---- B.O. CEILING - - EXIT __:: ::::::::::::::,._: _:..- 9'-0" A.F.F. r ___ /1 __ 7I \P435 �►- _ \ B.O. PASS THRU :__ `� ,- " \ \\ \ \ ,- " \ P52 I ... ..._ - 8 0 A.F.F. :.... ... 8 0 A.F.F. . ti B.O. TRIM I _ I T.O. STANDARD- P437(---■- i B.O. TRIM L \\ \ 1 'i \ / -• DISPLAY WALL TYP OF 2 GAP INC.- ; OPEN =_- I CORPORATE ARCHITECTURE \, :�:_: =_ GC TO MODIFY STANDARD 901 CHERRY AVENUE ' ` -= LENGTHS AT DISPLAY WALLS SAN BRUNO, CA 94066 1 \ \Go=._...7/ \ \ .:- :rr. __ :. T.O. PLATFORM.F. STORE NO.: 9643 0 0-\ 1 , \ I \ 0'-0" A.F.F. \ = I 0'-0" A.F.F. I \ — STORE NAME: WASHINGTON SQUARE FINISH FLOOR FINISH FLOOR 0 9 STORE LOCATION: 8403 np, RECESSED 6-0. P52 STANDARDS P425 P52 GAP KIDS/BABY, SUITE W14 EAS FIN SYSTEM MOUNTED TO 9677 SW WASHINGTON SQUARE RD. VERTICAL RAILS TIGARD, OR SALES 1 97223-4452 GAP PROJ. I.D.: 0000044301 1/4°=11a° A52 /4„=�,a„ A5 PROTOTYPE V9 DATE: INTERIOR ELEVATION - SALES 4 INTERIOR ELEVATION - ENTRY 2 3 08/11 /08 OPENING Q1 /Q2 2009 • P435 P437 P52 P437 P435 P52 P52 P435 P437 P52 P435 P435 P52 P52 P435 P435 1/2” X 3 1/2" PAINT P52 P435 P435 P435 13'-3" A.F.F. V.I.F. GRADE TRIM, TYP. - ► — 1 p. TYP. B.O. (E) MALL BULKHEAD 11'-0" A.F.F. IS I . I ii, 11 , , 11, - T.O. DISPLAY. _ . WINDOW (j_ V (f_1"_1_ 1 T -_ _ f 8'-O" A.F.F. .$ - STANDARD/ F T 1 1 B.O. TRIM / _ I I , I I , I 1 1 I 1 I I I I I II I I I B.O. STANDARD II I 1'-6 1,L2" A.F.F. T.O. SILL ( r - 0'-0"A.F.F. t FINISH FLOOR 16"x16" ACCESS PANEL, SEE DETAIL 2/A6-1 B403 9 B403 TYP. 9 CLEAN-OUT BEYOND P437 P52 TYP. '6-0. P52 TYp, '6-0.1 PROFESSIONAL STAMP: INTERIOR ELEVATION-SALES A52 2 .., D ARe, .",-,,,74„ Qr./ ,:::?-7, It f,,,,,, 0 cl> ' c'' 1- \k4sb '178 OF 0 APPLIED SIGNAGE 12 SEE:. A4-6 TRIM P435 P435 P52 GRADE TRI M, TYP.1/2" X 3 1/2 PAINT 0 13'-3" A.F.F. V.I.F. P435 P435 P52 P435 P52 P435 P52 P437 P435 P52 Typ, P52 P435 P52 P437 P52 P437 P435 ARCHITECT INFO: B.O. (E) MALL BULKHEAD GreenbergFarrow 0 11'-0" A.F.F. - _ T.O. DISPLAY EXIT WINDOW � ' 1430 West Peachtree Street, N.W. I 1 Atlanta, GA 30309 " / �" ' t:404 601 4000 f:404 601 3980 I 8_0 A.F.F. 1 - i T. . STANDARD ( , 0 B.O. TRIM T � ( ( T ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 - "A.F.F. 1 B.O. 7 STANDA6 RD OPEN I SCALE: AS NOTED H DRAWN BY: RDF 1 I H H A&E JOB NO.: 20080475.5 / \ A, 1'-6 1/2' A.F.F. I 1 I T.O. SILL SHEET TITLE: ,, "'–," A,. I. ........ I I II I - GAPKIDS INTERIOR ELEVATIONS FINISH FLOOR A 1 9 B403 np, 9 B403 '6-0. P52 6-O• P52 TYP. rn, - SHEET NUMBER: A 5 . 2 1 INTERIOR ELEVATION SALES A52 NEW STORE/ FULL GUT ,, 1/2" X 3 1/2" PAINT GRADE TRIM, TYP. 1/2" X 3 1/2" PAINT � N\:\:, GRADE TRIM, TYP. �� P52 P437 P437 P437 P437 P52 \ >` 5 5 %\ 11'-0" A.F.F. 0 11'-0" A.F.F. B.O. FINISH CEILING B.O. FINISH CEILING [M, 8'-6" A.F.F. � 8r-6" A.F.F. 0 Y 8.0. PASSTHRU � I � � I I B.O. PASSTHRU 6'=4" A.F.F. �.._ .. � � 1.._ �:t:- ., I � � � <. 8'-0" A.F.F. � \ B.O. TRIM � � B.O. TRIM T.O. STANDARD ' � T.O. STANDARD _ . 1 � GAP INC.,f,� � 1 2 \ / � __ 2 � \ / � 90RPHERRYAAVEN AVENUE WM= OPEN � OPEN SAN BRUNO, CA 94066 ____ .....__ STORE NO 9643 ,,-------'--- ,:::::. ::::: .,----'-- ---_, ,._,,,,,, ,,..... .... 0'-0"A.F.F. 1 .� \ � , STORE NAME: WASHINGTON SQUARE 0 FlNI�H FLOOR ( I -� 0'-O'A.F.F.---)ti FINISH FLOOR . STORE LOCATION: GAP KIDS/BABY, SUITE W14 t 6'0. PLINTH BLOCK 6�� PLINTH BLOCK 9677 SW WASHINGTON SQUARE RD. TYp. B403 TYP. B403 TIGARD, OR P52 P52 97223-4452 GAP PROJ. I.D.: 0000044301 ��a„=11-0„ ii4„-,,-0„ PROTOTYPE V9 DATE: INTERIOR ELEVATION - BABY A52, 6 INTERIOR ELEVATION - BABY A52, 3 08/11 /08 OPENING Q1 /Q2 2009 P437 P435 P52 P437 P52 7yp, TYp. P52 P437 P52 - P435 P437 5 5 6-0. ' 0. A,,E 11'-0' AF.F. S ' B.O. FlNISH CEILING B.O. FlNISIi CEIl1NG .Ft__ B.O. PASSTHRU 11.11) 4 ' _ L ,,”— B'0. PASSTHRU _.. �.. � __ .... 8-0 A.F,E,8-0 A.F.F. $ \ / 8.0. TRIM ..._.� :_. B.O. TRIM ' ' Z 2 ''' I I---'-7 N 2 I ��, OPEN 6-0. . z NNN I 6-�OPEN I __ _ _ _ / N I ___:::.r NN.N..:..0'-O'A.F.f. . FINISH FLOR FlNISH FLOOR 1B LIN1H BLOCK ,6_0. '6-0. PLN1H BLOCK B403 TYp. TYp. B403 P52 P52 PROFESSIONAL STAMP: INTERIOR ELEVATION AT TRANSOM A521 5 INTERIOR ELEVATION AT TRANSOM A521 2 � �� p�� e.. ': S. ;.' PER ,�.., GRADE TRIM, TYP.PAINT 1/2” X 3 ��.�• 64 E, A��t P435 P435 P52 620 P52 P435 P52 P52 P435 P52 6?0. P52 P435 P435 � �F o� TYP. TYP. 11'-0' A.F.F. 11'-0' A.F.F. ARCHITECT INFO: B.O. FINISH CEILING S $ B.O. FINISH CEILING reenbergfarrow 9'-0" A.F.F. 9'-0" A.F.F. I I I I i J B.O. PASSTHRU � 8.0. PASSTHRU I T T I ' I 1430 West Peachtree Street, N.W. 1 / .. _ 8'-0" A.F.F. Y 0 8 B.O. TRIM -_ / \ / - , Atlanta, 30309 B.O. TRIM T.O. STANDARD T.O. STANDARD � i � � t:404 601 4000 f:404 601 3980 ISSUE TYPE: OPEN OPEN (� - -S (2) OPEN OPEN LANDLORD/PERMIT/BID 11/13/08 7V NN / \ SCALE: AS NOTED ' DRAWN BY: RDF A&E JOB NO.: 20080475.5 I I I / N. I FINISH FLOOR � $ FINISH FLOOR A / \ / \ SHEET TITLE: GAPKIDS INTERIOR ELEVATIONS B403 TYP. B403 TYp. B403 TYP. Typ, 8403 Typ, 8403 Typ, B403 P52 P52 P52 P52 P52 P52 SHEET NUMBER: 1 INTERIOR ELEVATION AT I-WALL "4��-'`°�� 4 INTERIOR ELEVATION AT I-WALL ��4°=��-0° 1 A5 - Z . A521 A521 NEW STORE/ FULL GUT 1/2 X 3 1/2" PAINT \ GRADE TRIM, TYP. �\ P435 P52 �, ` P52 P435 I P52 P435 \\\\\ P52 �TYP. 11'-0" A.F.F. T.O. DISPLAY 11 0 A.F.F. �j WINDOWS B.O. FINISH CEILING $ 9'-0" A.F.F. , " t 7 : :: u.O.\\\\ T.O. STANDARD/T : ----„_,_____, I F. t \\4 -' B.O. TRIM B.O. TRIM T.O. STANDARD GAP INC. CORPORATE ARCHITECTURE ,,,.. :::: I 901 CHERRY AVENUE 2 SAN BRUNO, CA 94066 OPENMINIM 1 •6-0. STORE NO 9643 1 ;",_, STORE NAME: WASHINGTON SQUARE _._---- ---„„,,,,,,„,,,,, 0 0'-0" .FO.F. FINISH FLOOR I STORE LOCATION: A ----- --1--- r I I t FINISH FLOOR GAP KIDS BABY SUITE W14 8403 TYp. 9677 SW WASHINGTON SQUARE RD. 8403 TYP. B403 TYP. P52 TIGARD, OR P52 P52 97223-4452 GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: INTERIOR ELEVATION AT CASHWRAP A52 6 INTERIOR ELEVATION - I-WALL A5 2 08/11 /08 OPENING Q1 /Q2 2009 APPUE' IGNAGE "STAFF" P435 P52 SEE: 6 P52 P52 P435 A4-6 11 —0" A.F.F. 11'-0" A.F.F. B.O. FINISH CEIUNG B.O. FINISH CEILING t9'-0" A.F.F. t � ,f N �, B.O. PASSTHRU Y I s I � 8'-0" A_F.F. OPEN t - OPEN OPEN \' 8'-0" A_F.F. B.O. TRIM r r \ B.O. TRIM 4 4 „ T.O. STANDARD 7 r / \ / T.O. STANDARD I 4' A / \\\\\\\ \\\\\\\\ \\\\\ / \ ,,..,-.,.,_ ri • • . • • Fil 0'-0"A.F.F. 1 - / \I 0'-0"A.F.F. FINISH FLOOR FINISH FLOOR $ B403 TYP. B403 TYP. P52 P52 PROFESSIONAL STAMP: NOT USED . FITTING AREA 5 1g..1.4y, A52 FITTING AREA _ 1/41=11-0" A52 2 is.\ -, 4.t..„,. A.,,, , H► I�; + PLR'¢_ 14 OF Otct- tckL' ' P435 P52 P52 P435 ARCHITECT INFO: 11'—O" A.F.F. 11'-0" A.F.F. B.O. FINISH CEIUNG B.O. FINISH CEIUNG GreenbergFarrow 1430 West Peachtree Street, N.W. OPEN 8'—O" A F.F. t 8'-0" A.F.F. Suite 200 r B.O. TRIM B.O. TRIM $ Atlanta, GA 30309 T.O. STANDARD EXIT T.O. STANDARD t: 404 601 4000 f:404 601 3980 I ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: AS NOTED DRAWN BY: RDF \ A&E A&E JOB NO.: 20080475.5 V-- 0'-0"A.F.F. 0'-0"A.F.F. FINISH FLOOR _ i FINISH FLOOR $ SHEET TITLE: GAPKIDS INTERIOR ELEVATIONS B403 TYP. 8403 TYp, P52 P52 SHEET NUMBER: NOT USED - FITTING AREA A52 4 FITTING AREA A52 1 • 2. . , ♦��!►�!!..,..- i♦i♦i!�!�!�!�♦iii!!!!!!♦!♦!♦!♦!♦!♦!♦!♦!♦!♦!♦♦i♦i♦i♦�♦�i�i: NEW STORE/ FULL GUT .:c; 0.'it A(E) STRUCTURE ABOVE ' ��►e ,C ♦♦♦ __ A.F.F. ♦♦♦ �►♦♦�i+'ii►�►� �+�+♦♦♦♦♦♦♦♦♦♦�il� 8.0. •E STRUCTURE V.LF. 1111<* 5 , mitt , $►(•,6 t�♦♦♦♦♦♦♦♦♦♦ ►fir♦1/♦♦♦♦♦♦ ♦__ A.F.F. %// . / /� c ? ; ►.► ♦, ♦�v��s�•��, ♦♦♦�♦� ♦♦♦�3-5 8 20 GA. DIAGONAL BRACING ♦♦♦♦� I°5��--�''ATTACHMENT SCHEDULE / ♦♦♦♦ � ± �♦ ',♦�♦�. ■A∎♦.♦♦♦��►�i♦1�♦♦ ♦♦♦♦�♦♦� \ k , IV B.O. (E) STRUCTURE, V.I.F. " ► l / ♦ \, . FASTENERS c ) 128 48 O.C. MAX. SEE SIRUCT. + ♦♦♦♦� � �� ', ��► ��r`l►<i V��r♦♦♦�1♦♦ ,/♦ 1111♦ ♦ �� 2 1111 r o.'tT7'� 1 ** i�♦♦♦♦♦♦♦♦♦♦t1�i♦ /1♦♦ ♦♦♦♦�♦♦� k MATERIAL OF BUILDII`� 20 GA. METAL TRACK. SEE: I N- DRAWINGS FOR TYP. ATTACHMENT ;, ♦♦♦♦V,� � `,.,►�✓�'�S'j '� ♦♦♦♦♦♦♦♦♦♦♦id11♦�/1/♦♦♦♦♦♦♦ ♦♦ .\\\\:CONCRETE SLAB 2 HILTI DN37P8 DRIVE PINS u / 1111♦v a. v� `� * ∎••40 ♦♦♦♦♦♦♦� ►♦♦91►♦♦♦♦♦♦♦ ♦♦4 �` 20 GA. MIN. METAL TRACK, TOP AND BOTTOM, . *2-14 HWN TRA)C(/2 1111 •��:S• .. -' ♦� ♦♦♦♦♦♦♦♦��1��♦. )�♦♦♦♦♦♦♦♦♦♦�♦ 1111/ METAL DECK 2 ♦♦♦♦��r V� ► � ♦♦♦�'.♦ ♦♦ ♦♦ ♦ . , L.\ NOTE: PROVIDE GYP. BD. TO z ANCHOR TO ADJACENT STRUCTURE/SLAB AT ♦�♦♦♦♦♦�♦�♦♦♦�4!�.•J•1♦♦♦♦♦♦�j 11��,g♦♦�♦♦�♦� ♦� 1-3/4 X 3/16 DR. TAPCON N 1 " FROM EACH END. 12A ♦♦♦♦♦♦�♦♦♦♦♦♦♦♦��♦♦♦♦♦♦��Fr♦A/,►♦♦♦♦♦♦♦ ♦♦ METAL DECK W/ CONKRETE UNDERSIDE OF OF STRUCTURE / 24 O.C. MAX. AND 12 ♦♦♦�♦♦♦♦♦��♦♦��►��♦ 1111��I ►��J/�♦♦♦�♦♦ ♦� (2) ANCHORS IN SUB-DRILLED HOLES - ♦♦♦♦♦♦♦♦�I♦'41►♦-.41►♦♦♦♦ ♦ ♦♦' DECK AT NON-RATED STOCKROOM : �► . ♦�♦♦*?'��►�1�, I+�I� '► METAL DECK W/ LIG- WEIGHT FILL 2 *12-14 X 11 HWH TRAXX/2 ►- ♦♦♦♦� V �► '�' `� �I�♦ ��♦♦111., ' 9/♦ ♦�� ♦♦ WALLS ADJACENT TO SALES / ♦♦�♦�ir`+��►r�♦♦�♦♦♦�♦♦♦♦♦♦/� i♦�II►♦♦♦♦♦♦♦� ♦/ NN: (ZONOLITE, GYPSUM) IN SUB-DRILLED HOLES FITTING I 1111♦♦ ♦��♦,��♦♦♦♦♦♦♦♦1�►r♦�,1►♦♦♦�♦♦♦♦♦♦♦ ♦♦♦� \\\\ � FINISHED CEILING, WHERE OCCURS ♦♦♦♦V" �rL� � ' � , �� `.�� I��,,� �/♦♦♦♦♦♦ ♦♦/ \\;\:\\.\\ I''\' SEE RCP _ -7777------ ,�' '�'��: �"L�'i,'`T' `R' Adjk, 1 7777 : � ♦♦ ♦ !► ♦��_�_��_��_�_.J _ SEE RCP , ; ;. • ® ♦♦♦ .►-f;,-"i'1771744- . -♦�-� " " " ''w"- -w- - "w-�;pr,- �' (4., ;, l �I' '�'♦UU IV B.O. CEILING UNE ♦♦♦� �� ♦♦♦♦♦♦♦♦♦��♦♦♦♦♦/ �i� Al " t +� �►'r♦♦ ♦♦, B.O. CEILING UNE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . 1111♦4/. ,►♦�'� �►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w ♦♦♦♦dip� �O♦♦♦♦♦♦ r ♦, NO SCALE • 441*�♦� � ��►�i��w•��i��,♦�►�/♦♦♦♦♦♦(� FINISHED CEILING, WHERE GYP. BD. WALL SYSTEM. SEE: ►: ��J. Ai�� -,� • „Ib`��0 ♦�� GAP I N C ATTACH @ UNDERSIDE O F ST R U CT O fl 2 B OCCURS FOR SPECIFIC WALL "�'��'�"sy � V �NV '��trr�''�,♦♦♦��♦,♦♦♦� CORPORATE ARCHITECTURE 6 _ ♦♦♦♦♦♦♦♦►'_44 14-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� `�1�♦♦♦♦♦♦♦♦♦ �� ♦♦♦♦♦1111 ♦♦ 901 CHERRY AVENUE: r 8 BATT INSULATION, WHEN REQUIREMENTS ♦♦♦{3,,Or43, �j'�♦♦♦♦♦♦♦ ♦♦�♦��♦� +*- ,♦♦�♦♦♦�♦♦� CONT. METAL BRIDGING SYSTEM, SEE: _ ♦♦♦♦♦r♦ ♦♦��♦♦♦♦�♦♦♦♦♦♦♦♦♦'�il-rilpl►♦♦♦♦♦♦ 111 SAN BRUNO, CA 94066 •fi 0. OCCURS. ^ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦�♦♦♦♦♦�♦♦� •gj E ♦♦♦♦♦♦♦♦♦♦♦ ♦♦' ATTACHMENT SCHEDULE W ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦��,►��♦♦♦♦♦�♦1,-♦♦I�►♦♦♦♦♦♦♦ ♦♦ STORE No.: 9643 CIXTRUCTION OF (Ey FASTENERS AT CONT. ANGLE FASTB'ERS AT BRACING NON RATED GYP. BD. WALL SYSTEM. SEE. _ . ANCHOR STUD TRACKS CONT. METAL BRIDGING SYSTEM, SEE: ♦♦♦�t•� �►11.L �Ir 2r�� ! �♦ .�9II - T ��T`i 6-0. ♦♦♦r► ► �i1► ►�l►iii►�r1`�r►,., Amaze �1r ∎ ∎�∎ II, **- 1►�is►�'+i�P wi FULL HEIGHT- WAS FOR SPECIFIC WALL � TO SLAB W/(2} .145 DIA. 'ATT INSULATION, ��♦ ♦♦♦♦♦��♦♦ ♦♦♦�V`.��♦♦♦♦♦♦.��,�.��I�,♦�►;(;�<11��j� ►�♦, STORE NAME: WASHINGTON SQUARE 1,3/4' X3116` DIA. TAPCON AIVgiORS REQUIREMENTS � HILTI X-DNI POWER WHEN OCCURS. ♦♦♦♦�rt► w�,.±��,��w�,1♦�♦�♦��1��/�-�-�-�-�-��1�,��;• ,��./i�`'�'��.;, ',';►-' :'ICK AT 24` O.C. TO ALIGN W/STUDS BRACING NOT RC-�JII� ACTUATED FASTENERS ® WALL BASE, AS SCHEDULED ..- ♦♦♦♦♦♦♦♦��,i ,.� ! • ; _ _ _ _I_�_I_'_I_r_r_`..i 1,r....x.4040►♦ 11�� 4 ♦♦' 32" 'W ANCHOR STUD TRACKS TO ♦♦♦�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��'111∎�,�:��, ♦♦40-4040�'+4.44�`�� STORE LOCATION: CONCRETE CAC SANE BRACING NOT RC-WIRED �: '�� 32 O.C. MAX. TYP. . E AS SCHEDULED ♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►e- 40911♦ '` '�� i'V ♦♦ SANE BRACING NOT AMIED WALL BASE, " SLAB W/(2) .145 DIA. HIL ♦♦♦+��♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦SIP,♦,t'��♦♦♦r♦♦♦ ♦/ " +o-o A.F.F. , ♦ . !"►.��. ,,o♦♦♦, ♦��♦♦♦♦♦�♦�♦��♦,,♦��r•�;�ilr�!'Ii1�♦,♦��♦♦♦♦ ♦♦ GAP KIDS/BABY, SUITE W14 : XXA :::1 i X-DNI WR ACTUATED ♦h(► ,�`.. �� : - -3-5/8 MTLSTUD W/GYP. BD. X1214 X1-1/4 TO EACH STIR 1/ FINISH FLOOR 7 ,, : . , �;�i� ,%ice �i i� �� ♦ SQUARE R DNGLE X 13 FINISH FLOOR / / / FASTENERS 32 O.C. ♦♦♦♦ �,�♦♦♦♦�♦I�I GII�III � ��♦ 1�I♦1♦♦♦ ♦♦�� TIGAROR 2 v2 NH T8(S/2 1111♦ ♦♦♦♦♦♦♦♦♦♦♦O ...416-46-44.4...4.4... ♦�I ♦�I 4...4....44.♦ ♦ ►�♦�, ,�♦♦� n X 2'-21 TO EACH WALL STIR TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL ',�'t'A;.f'�tlT"•,.,T�T�'"'*j,- 'R""7.rilrTi �'r'?►'r''7?',`" . 'T-'" - WOOD BRACE AND TRACK WEBS 1. ALL CONNECTIONS � ��.-1 y ��yTy►•��•� v��1.�4 v ��`�'L �►�u'3��► �`T`'1�t��w��'1'��3�'��♦w��►♦♦� X7223-445 IN SUB-DRILLED HOLES BETWEEN THE TOP CHORD OF ♦lr -11,'�. , t,.io .a�' , ' !,44 � �5►/'' �v �P'' .. kip, ,0"0�0' I TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING '►♦,V i�V�� ,y�S �y ,��„�� -` y 3 J��►y� ►, y♦♦♦,�►♦♦♦� STEEL TRUSSES. STEEL TRUSSES. ♦tb■A��t: `��4.�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦�♦♦♦♦♦�♦�♦♦♦♦♦♦♦ ♦♦♦, GAP PROJ. I.D.. 0000044301 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1200/ICBO #1632. G,.w_ut�(113.4(.�_,�,,.�„L�_t1_t�_1a► L1��_Lv,."<!_�r_�L,. _4!s_L„,.>!•_��1. ,.4V_�_S1-lL►_�1..1.1�_L'S_._ 1 �_ , �, „_ , „ ► i-�ii►�►`�iii!��►!��- 4*-- ��i��i��♦�♦iii�` 4- ��-itzt►r vicar%♦-� PROTOTYPE V9 DATE. NO SCALE 1 1/2 -1-0 1 1/2 -1-0 ► � � .� �1 T.O. FURRED WALL 12A NON-RATED PARTITION-GYP TO DECK 9 FURRED PARTITION A60 06 b ATTACHMENT .O. A60 ,2 A60_fl9 _ e'��'s��.♦ _ _._._._._._._._._._._._._._._._._._._._._._._._._._._._._ A.._._�►_�_._._.1►_.�!._._. _ _ _ _ _ _ _ _ w _ _ �� ■ ■ ■ •■ ■ •■ ■ • •■ ■ •■ �� ■ ■ ■■ ■■■ ■• ■■ __ A.F.F. OPENING Q1 /Q2 2009 "INN 414''� .�♦♦♦ EXISTING WALL TO REMAIN. PATCH OR FURR AS REQUIRED TO RECEIVE NEW ♦♦♦ t� ,. ,, ,t ��♦ii•♦♦♦♦♦♦♦♦♦j j j j♦♦♦♦j'V V'V♦♦♦♦♦♦♦j _ ♦♦♦�♦� i �►'i� �"/►'♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ B.O. E STRUCTURE V.I.F. FINISHES. DOUBLE STUDS {� SIDES ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�� 4♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ( ) 1 [ _ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�j�1��•..,�O♦,♦..A.AL . &AIL. - .40,♦♦ _ " " %///////// NEW 1-HR RATED WALL = 3-5/8' 20-GA. METAL STUDS AT 24" O.C. (OR COMPLY WITH 3 OF OPNGS. ��♦♦ '��Q�'+�1��♦��♦��♦��♦��`I�IIr�I��I�iII�I�,�I��II�I��I��j�I��jI,�I,i:I/�I,�I��I�iII,�I�'♦�� 3 5/8 20 GA. DIAGONAL BRACING, 48 O.C. MANUFACTURER RECOMMENDATIONS FOR SPANS AND LOADS) TO UNDERSIDE OF STRUCTURE ♦♦ '�► t ��♦ MAX SEE STRUCT DRAWINGS FOR TYP ♦♦ .9 �1�,,, ,„, '�i•`,AvIroT �♦�♦�-r��".��".∎�-.er∎�►'��V-��'�14-�:�:��:��♦♦♦♦♦ ATTACHMENT + ABOVE WITH 5/8" TYPE 'X' GYP BD. BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" A.F.F., NIIIIIIV ♦♦♦♦♦S♦`��♦♦♦ ��0♦♦♦♦♦♦�♦♦♦��♦♦�♦♦♦♦��j��r •=I,�i��'/♦♦♦♦♦♦♦♦ + PROVIDE DIAGONAL BRACING 0 4'-0" O.C. ♦♦♦♦♦♦`�14�►,�A'��' . : " !,!y,' ft' '`PJ�=' P'0 4+ _'�♦♦41 ,, 1r ♦ ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦ METAL TRACK, TOP AND BOTTOM; ANCHOR TO ADJACENT = " 24"♦♦♦� •,' . fI 1 ' 0 ■ ?��i�i 40440♦ 'N14111t 10♦♦ �►♦♦♦♦♦♦♦♦♦♦♦ STRUCTURE/SLAB SEE STRUCTURAL DRAWINGS. SEE: I I I I I I I I I I NEW 2-HR RATED WALL = 3-5/8 20-GA. METAL STUDS AT 24 O.C. (OR COMPLY WITH��1'�►'� � � � � 1�V � �1�� '♦♦1►♦♦♦ ♦♦♦♦ 12B ♦♦♦tiAi T� ''i1�Iy�►��!i'�'T�a ♦♦_ ■ ♦♦V♦♦ (►♦♦♦♦♦♦♦♦♦♦♦ MANUFACTURER RECOMMENDATIONS FOR SPANS AND LOADS) TO UNDERSIDE OF STRUCTURE WO r LINE OF CEILING, WHERE ♦♦♦♦♦♦♦♦`��'��♦i♦� ♦ '♦��y��♦ ♦♦��e��I�,♦♦�1��r♦��♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Mr ABOVE WITH 5/8" 2 LAYERS TYPE 'X' GYP. BD. BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" I i_.4 II OCCURS ♦�♦�°'3� '�1�.'i)►'`(��jt''�'►'t�:00 1: 0 « `.40,1,,----`.. 1 �►♦41/♦♦+♦♦♦♦♦♦♦♦ A.F.F., PROVIDE DIAGONAL BRACING 0 4'-0" O.C. BACKING ♦♦♦'�"�'h''' I 1 ►. ► i. 41 41 Pi -) t,► o, !► ♦♦�♦♦♦�♦+♦r►♦♦♦�♦♦♦♦♦♦♦♦♦��,♦♦ � ♦� �� ♦�♦♦.♦♦♦�♦♦♦�♦♦ _ NEW NON-RATED PARTITION WALL = 3 5/8" 20-GA. METAL STUDS AT 24" O.C. MAX. WITH 7 9 i- - PLATE ��♦�� ,' �� ♦�♦�♦�♦��,♦�♦��;�1�♦�♦♦1'♦♦♦�♦♦♦♦ FINISHED CEILING 5/8" TYPE 'X' GYP. BD. BOTH SIDES AS DETAILED {6" ABOVE FIN. CLG.). MAX UNBRACED !I a ♦♦♦♦♦♦t 0 i� J :��'�♦ �►vi'4"L f � •�o," 41 Ail ♦♦♦ " I l ♦♦♦��♦r♦�v♦r♦``♦�♦�♦�♦�♦��♦��♦��'��♦�♦♦11� .♦�♦��♦♦♦ HEIGHT 14?-0" A.F.F., PROVIDE DIAGONAL BRACING 0 4.'-0" O.C. ♦♦♦♦��♦♦♦♦♦♦♦♦e��►��1 ♦♦ �►♦♦011111411■111114111/41.1Elk■♦♦♦ SEE RCP _ ♦♦A ♦♦♦♦♦♦♦♦��,,��,��,,��,��♦� �LALALAso,®..� ♦♦ - AT LOCATIONS SEPARATING STOCK FROM SAES/FITTING, PROVIDE GYP. BD. BOTH SIDES ♦` ,1tw � ,��,��♦♦♦♦�.��♦♦♦�I ♦♦ �) ♦♦�♦�♦�♦�♦♦♦�♦ B.O. CEIUNG UNE UP TO UNDERSIDE OF STRUCTURE/DECK ABOVE. 3 STUDS MIN. ■♦♦♦♦~♦`♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦S�,♦♦♦♦♦♦♦'i�♦�∎��111'♦�♦♦�♦♦� NON-RATED GYP. BD. WALL SYSTEM. SEE: . AT LOCATIONS OPEN TO STOCK, PROVIDE WIRE MESH FROM TOP OF GYP BD. TO DECK TO SEE ADJACENT / ♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦��♦♦♦�� ♦�0� ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ FOR SPECIFIC WALL PREVENT STORAGE. DIAGRAMS ♦♦♦ ,.4 0 1 1,i,t I k d i.. ,.©I v ,� �♦♦♦♦♦ ..♦♦♦♦♦♦1!==l i l� -==,��+♦♦♦♦♦♦♦♦ REQUIREMENTS. I I I I I I I I 11111 I NEW NON-RATED PARTIAL HEIGHT WALL 3 5/8" 20-GA. METAL STUDS AT 24" O.C. WITH■DOUBLE STUDS SIDES ♦♦♦♦♦+��♦♦♦��♦��♦��♦♦♦��♦♦♦♦♦♦♦♦♦ ��►��.,♦♦♦�♦♦♦♦♦♦♦♦�♦♦♦ 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES AND TOP TRACK 16 GA. SCREW STUDS ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦♦�''�►�t'� r-,•111♦♦♦♦♦♦♦♦ I OF OPNGS. ♦♦♦♦�♦♦♦♦♦�♦♦�♦♦♦♦♦A �♦♦♦♦it.♦♦�1/♦♦��►♦♦♦♦♦♦♦♦ WHERE BACKING ♦♦♦' ,�=r ,' 1:,W ��-.' ',♦' 4. .�A�- - -�-�'�►♦ '♦♦1/♦♦♦♦'r♦♦♦ CONT. BRIDGING SYSTEM, INSTALLED VERTICALLY 41' ♦♦♦♦♦♦♦��`♦♦♦♦♦♦'�►♦�'♦�►�11'♦(+'`L �'�N V'♦♦ AT 4'-6" O.0 MAX (OR AS REQ'D BY LOCAL •`'� %/////// NEW FURRED WALL = 3 5 f 8" 20-GA. METAL STUDS AT 24" 0 C WITH 5/8" TYPE 'X' GYP. PLATES OCCUR ♦♦♦♦♦♦�0► . ►��i♦♦♦♦♦♦♦♦♦�-!♦♦♦♦♦�1��♦♦�I/t♦�1►♦�`.�+,�'►, ,""►.�►.A♦ . . 6 ♦♦♦��,��"�A`,.,•I?•qi.4 �♦♦♦♦♦ ♦♦�♦♦♦♦♦♦';. 41 4♦141♦� '' �� ' ♦ JURISDICTIONS). SEE: 9 BD. ON ONE SIDE. MAX UNBRACED HEIGHT 14'-0" A.F.F. 3/8 LONG , ♦♦♦'it� ,Vjflt`�',�� '�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��i►♦♦♦�11■♦11��♦�``�'4,t'4 3 �i►�?4 s-o.. I W 1 16 ♦♦i♦i♦i'�i�i'i'�i�i♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦�♦,�li�.♦♦�1/♦�gI,►♦tp4'1A**--;% ♦ SALES I 1/2" 166 ' ♦♦♦�►1►�='l�1►��1 d Ir♦-♦-♦-♦-♦-♦- _ -_ dLI, 41 4'♦4►, :-�!i' . ♦�►,► DISPLAY !�!�'�'�'i'�'�'�' NEW NON-RATED PARTITION WALL AT STOREFRONT DISPLAY = 2 1/2 16-GA. METAL STUDS TYP. ALL ' ♦♦♦♦�v�1'i1s��'�y�►wwwwwwwwwwr►�III�'♦♦�1/♦♦4L/♦�.,1� �� .�.►.�►♦ � I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�iii►♦�i'♦♦1►1♦ ,.,,t Lehr AREA SIDE 16" , � � �, � � � �, . � AT 16 O.C. WITH 5/8" TYPE 'X' GYP BD. BOTH SIDES AS DETAILED MAX UNBRACED HEIGHT,�� FLANGES OF ♦♦♦ j� e ,��♦♦♦=♦=♦=♦==♦♦♦=♦=♦=♦=♦�=♦=♦=♦=��tl�,w��, �♦��1�=`=±��==♦W+�♦♦ VARIES BY BRAND ! 14'-O" A.F.F., PROVIDE DIAGONAL BRACING 0 4'-0' O.C. SEE STRUCTURAL. �''� I ♦♦• ...7711♦♦_, , , ■,. BACKING PLATE ♦♦, '�t`'�'�'��=►♦♦♦♦♦♦♦��'�O°�i'�O'��°��°�O°��°��'��'�►r•��''!%e��"y�'��°��"��'��"�♦♦♦♦♦ �� 12 I ♦♦♦`►+I�iV1i�+♦♦♦♦♦♦♦♦�/Gi�I�j�j�I/�/♦j�I�i�//�I�j�j�jy�I�j�j�I ♦♦♦ SHIM WALL FACE AS NEEDED TO STUD �i ♦♦♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`♦ / I / II�III / II��I / 1I �♦♦♦♦♦ FOR BASE AUGMENT �� '6-0• „ „ ♦�♦�♦♦�♦�♦♦� ♦♦�♦�♦�♦.♦�♦��i�G�G�G�G�G�G�G�G�!G�G�G�G�G�G�G�G�G�G�G�G�♦♦♦ il II �. .��.w wT �+TT T--♦♦♦ BACKING PLATE 6 X 1 1/4 ♦,,-+714#04:474IMA•4414P447.44,7 ji*;��L,►�T��t>':hh,�, ,,,I�t�,- ,� .,•,. !- ..i�.. --- 1 LONG 1 16 V TYP. 1 v R '� - +1111♦1/♦♦ 16 GA. TRACK NOTCHED / ♦��►♦434'�! � j♦( y j At i l ij1Ntl''4►'(: .11.1 l� ie'k l?► 11 ��`i *G !�'Ii♦♦♦♦♦♦♦♦♦��♦♦ NOTE. SEE SIRUCIURAL DRAWINGS FOR \\\\\\\\\\\\\\ NEW EXTERIOR INTERIOR STOREFRONT CONSIRUC110N SEE STOREFRONT DETAILS PROFESSIONAL STAMP: WEB OF BACKING PLATE � � . r♦r♦�►♦♦♦♦♦♦♦♦♦ �� / AROUND AND WELDED TO ♦'k .0��► ♦♦♦♦♦♦`♦♦♦`♦♦�♦�♦�♦`♦�♦i♦♦♦�♦♦♦�♦♦♦♦♦♦♦I►♦♦ FRAMING REQUIREMENTS FOR THIS WALL TO STUD ♦'Cs�a , l=�a'��'1v' ,L'�4'��h :y'��i yS�L ,i1 v ,'*eVA', ►'*t;�' =`�'��tit,, �!,*L'1►�;,1��' �E ��♦♦♦♦ '� iiiiiiii NEW DOUBLE STUD WALL = 3 5/8" 20-GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X' 8 ,� % _ � STUDSA �-- ----------- ----_ ---- --------•• r�� " ( ,r _4_ _+_e_+_ _ _ _w_ _ _._ _ _ _ _ _._TIP.517' _-_��._�_�_,t_i_ly-1-4-_ y -Iv IT=_ �_a� GYP. BD. ON BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" A.F.F., PROVIDE DIAGONAL ;. �°, �i tli/,:,��, ,� ►�, •,,♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦♦�'♦s'�e & L4 ��►♦♦ T STOREFRONT 5 BRACING 4'-0" O.C. '",, , > . , ,►- - DIS P. PARTIT I O N A BACKING PLATE TYPE B 'X•MILAJ��'l�f`J++` ,r++��1&V�J��.1:`,.."...... ...��,�� A60_05 %/////////% NEW PLUMBING WALL = 6" 20-GA. METAL STUDS AT 24" O.C. WITH 5/8" WATER RESISTANT ' ' PER DOUBLE STUDS © SIDES (E) STRUCTURE ABOVE A -- A.F.F. GYP. BD. AT RESTROOM SIDE AND 5/8" TYPE 'X' GYP. BD. AT NON-RESTROOM SIDE. `•' TYP. 20 GA. I. '' OF OPNGS. B.O. (E) STRUCTURE, V.I.F. 4� MIN. SCREW / BARRICADE 4 ". t -- A.F.F. % // OF CONT. SEALANT, TOP AND BOTTOM STUDS (� - l OF PARTITION, BOTH SIDES. A1-0 E B.O. (E) STRUCTURE, V.I.F.( ) ' AT ALL WALLS OPEN TO -206A "� METAL TRACK, TOP AND BOTTOM, TO ADJACENT 20 GA. MIN METAL TRACK, TOP AND BOTTOM; STOCK AREA: HEX-WIRE NEW FEATURE WALL = 2 1/2" 16-GA METAL STUDS AT 16" 0.0 WITH 5/8" TYPE 'X' GYP BACKING PLATE 6" X 1 I 24" MESH SHOWN DASHED). STRUCTURE/SLAB, SEE STRUCTURAL DRAWINGS. SEE. 126 1, 2 ANCHOR TO ADJACENT STRUCTURE/SLAB AT 24 128 (SHOWN : : BD. ON ONE SIDE. SURFACE SUSPENDED FROM BACKING WALL WALL DOES NOT ATTACH TO 1/4 16 GA. TRACK O.C. MAX. AND 12 FROM EACH END. SEE: ATTACH TO STUDS W/ SHT. FLOOR, PERPENDICULAR WALLS, OR CEILING. COORDINATE BACKING WALL FRAMING TO A6-4 ARCHITECT INFO: NOTCHED AROUND STUDS I MTL. SCREWS 0 24"0.C, INSTALL BRACING AS NEEDED. SEE STRUCTURAL FOR FRAMING AND BRACING REQUIREMENTS. \,\O , I PROVIDE CONTINUOUS GYP. BD. TO DECK ABOVE _ NON-ACCESSIBLE SIDE DEFLECTION HEAD (WHERE OCCURS) . GreenbergFarrow Ill (AT STOCKROOM SIDE) AT PARTITIONS BEIIMEEN � ONLY. RUN MESH TO DECK . . _ �� ERMITTED FOR A STIR WALL WITHOUT USING DIAGONAL BRAC�IG. SEE STI�JCTI�. FOR I STOCKROOM AND SALES ABOVE. FINISHED CEILING, WHERE OCCURS 1) MAX.X HEIGHT REPRESENTS MAXIMil HEIGHT 1430 West Peachtree Street, N.W. BRACING REQUIRIIE NTS FOR WALLS TALLER THAN MAX. HEIGHT ALLOWANCE. DEFLECTION HEAD (WHERE OCCURS) Suite 200 3- #8 F.H.S.H.S. 1" LONG 1/16 V TYP. CAD SEE RCP - `: FOR INSULATION USE: INSTALL BATT. ALL WALLNSlS1LATION AT ALL OFFICE AM RESTAOOM WALLS W/ CLASS 1 RAKE SPREAD, U.O.N. Atlanta, GA 30309 # WEB OF BACKING PLATE (�j SEE RCP _ r �4-�B.O. CEILING LINE GATT INSULATION, 3� t:404 601 4000 f:404 601 3980 Y B.O. CEIUNG LINE WHEN OCCURS. 10 TO STUD NON-RATED GYP. BD. WALL SYSTEM. SEE: ' FOR SPECIFIC WAIL ► ISSUE TYPE: BACKING PLATE TYPE A FINISHED CEIUNG, WHERE L REQUIREMENTS. SEE � � = - LANDLORD/PERMIT/BID 11/13/08 NOTES: OCCURS BATT INSULATION, WHEN FOR ATTACHMENT a' TO EXISTING WALL Y 1 1. TYPE 'A' BACKING FOR MISC. ITEMS IE. SURFACE MTD. MIRRORS, OCCURS. .; SCALE: AS NOTED WASTE RECEPTACLES, TOWEL DISPERNSERS, ETC. MAXIMUM WEIGHT CONT. BRIDGING SYSTEM, INSTALLED VERTICALLY R :: . NON-RATED GYP. BD. WALL SYSTEM. SEE: ► AT 4'-6" O.C. MAX (OR AS REQ'D BY LOCAL w : :1 DRAWN BY RDF - 50 LBS. FOR SPECIFIC WALL ANCHOR STUD TRACKS JURISDICTIONS). SEE: /AI ANCHOR STUD TRACKS A&E JOB NO.: 20080475.5 REQUIREMENTS TO SLAB W/(2) .145 8 .�. 2. TYPE 'B' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP . «'' TO SLAB W/(2) .145 DIA. TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, �, DIA. HILTI X-DNI POWER 6-0.1 :� HILTI X-DNI POWER SHEET TITLE: ��.:��.: :: ACTUATED FASTENERS HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. WALL BASE, AS SCHEDULED 0 ACTUATED FASTENERS ® WALL BASE, TYP. �. 32" O.C. MAX. TYP. ® 32" O.C. MAX. TYP. PARTITION DETAILS 3. MAXIMUM WEIGHT - 100 LBS./FT. SEE RCP 4. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS. +0'-0" A.F.F. VERIFY LENGTH, HGT LOCATION OF BACKING PLATE, AND NUMBER FINISH FLOOR / FINISH FLOOR f' , 5. REQ'D. WITH ACCESSORY MANUFACTURERS. A A USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 6. ITEMS TO BACKING PLATE. TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF SHEET NUMBER: WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. STEEL TRUSSES. STEEL TRUSSES. 2. 2-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1545. A 6 _ 0 NO SCALE 1 1/2"=1'-Q" 1 1/2"=1'-fl" NO SCALE 7 2-HR. RATED PARTITION 4 WALL TYPES _ 1 BACKING DETAIL 10 NON-RATED PARTITION A60 0, A60_04 A60 10 _ DISPLAY PLATFORM ♦i�♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦�♦♦�♦�♦♦♦♦♦1 TILE DISPLAY SCHEDULED ♦�••�♦♦♦•♦•♦•♦•♦•♦♦♦��♦♦♦•♦♦♦♦♦♦�•♦•♦♦♦ NEW STORE/ FULL GUT DISPLAY WALL, SEE WALL V FACE OF FINISHED ♦♦♦♦♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦�It�V��♦♦�♦♦♦♦♦��, ♦�♦�♦�♦�♦�♦�♦♦�♦♦I SCHEDULE FOR ALL FRAMING WALL •••A�i��j�,��, ��••♦•.•••♦•♦♦4'i.♦♦♦•♦•.►♦♦.•♦♦••♦♦.♦•♦•♦♦ 4 REQUIREMENTS - SHIM FACE ♦♦��'�V="+1�1��.♦♦♦♦♦♦♦♦/� ��♦♦♦♦♦♦ ♦�♦♦♦♦♦♦ AS NEEDED p ♦��♦♦♦♦♦♦♦♦�, ♦�♦♦♦♦♦� ♦�♦♦��4‘. . ^♦��♦�♦� EXPANSION JOINT � 4`N's E TO OBTAIN BASE ♦♦♦♦♦♦• ♦ ♦♦♦♦♦♦♦♦•♦♦i.' ♦♦♦♦♦�I� •♦•♦♦�sr---�., : . `�"OI,� �'r♦♦♦♦ 4 ALIGNMENT .p.: ` : AT KIpS ND BABY •��,5.'` -il.'y l�� '��♦♦♦♦♦♦�1►1HI�♦♦�I♦�♦� �♦♦♦♦♦�♦♦� l>,' i 4.\\\N 1� AT GAP AN GAPBODY ♦♦Ili�,'W 11� , 1,J,' �`�♦��♦♦♦♦♦'1'��♦�♦��'�♦♦♦♦♦♦♦♦♦♦4 TAPE AND MUD SMOOTH, TYP. ► ,..:.' :+ 0 . y' •••♦♦!Otte;'1 ' `' yj'�•��♦•♦•��♦��'♦��♦♦♦•♦�♦ I!��♦•♦♦•♦•i♦.�♦♦•♦•♦•♦•♦•♦••••4 CONT. WHITE MATTE �♦♦ ''t"1♦��♦��♦♦II,►q�♦♦♦��..A .4.7.4v R ♦♦♦♦♦ 4 SILICON SEALANT •••• .41._ �•'�•�•••••••��w••w•••• �!�=•••••••��=•=•i '� ' �4' t�''��•♦•♦•••••� 1/16" GROUT 1 ♦♦♦♦♦♦♦♦♦♦♦fir �.�c•�iIII?4 1 8 CLEAR ANOD. ALUM. . ♦♦♦a BLOCKING s % , DIVIDER STRIP �� '�1► — ■ ■ — - —♦♦♦♦♦♦♦♦♦♦♦� 3/4" PLYWOOD - �� ■♦•♦•i•♦•♦♦♦�♦♦♦�♦�♦♦♦��•4�� 4�♦4111 Ill ♦♦♦�♦♦♦�►♦♦♦♦♦i•♦♦♦♦♦� TRIM BASE AS SCHEDULED U HARDWOOD BASE AS ♦••�•��•�•�•�•�♦�•♦•�♦ 4.•�♦.I o X41 01 4,•••♦�•� ♦•♦�•♦•�♦♦•�••♦••�•� GAP INC. SCHEDULED; ATTACH ao ♦♦� c- ��♦��►♦♦'��♦i��''''♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦I MTh STUD FRAMING WITH COUNTERSUNK a ♦•♦ �'! ' � "►� 4 4►�• iI♦•♦♦•♦ ♦•♦••♦♦♦•♦ I CORPORATE ARCHITECTURE N. m ♦♦•+�� t ��i�'`�•�♦�►/��•• ��•� � II I�I ♦♦�♦♦•�i►�'�•♦•♦•♦•♦�♦•♦•♦•♦•♦� 901 CHERRY AVENUE AS REVD SELF TAPPING SCREWS, r� ♦♦♦♦•••••••/►��1:4(� � ♦�►�j I!1♦♦•♦♦•�' ♦••♦♦♦♦••� SAN BRUNO, CA 94066 FILL AND SAND Q ��♦��♦♦♦♦♦♦♦ ♦ II♦ ,�, �/ ♦♦♦♦� ►��♦♦♦♦♦�� ♦♦♦♦♦�♦♦♦♦♦� ♦ �� I� ♦♦♦♦♦♦t♦♦♦♦♦♦♦♦♦♦♦4 PLATFORM AT DISPLAY WALL SMOOTH © ♦♦•♦�♦�♦•♦•♦•♦��,�•♦�/�♦� ��•��I i1� ��` ��■ �� 4♦♦♦♦♦♦♦♦♦♦•♦ ♦ �I��.�!)I> 1►♦♦♦1��► i'��►�+ 1�'�Y♦♦♦ STORE NO.:DISPLAY PLATFORM '� ♦♦♦♦♦♦♦♦♦'��►♦ ��►�°'1'♦♦♦��♦♦�'♦` '�1'-' o�♦♦♦♦� 9 6 4-3 TILE AS SCHEDULED ALIGN SCRIBE BASE TO f- ��♦��♦��•••' II �ill►q � 4 �►�+ �,4�♦♦•FLOOR W. ♦♦' , �� ► � �I�' �I 4'�'�♦♦♦♦♦♦♦♦♦� �, •♦�♦��►►'��+,♦��♦•��♦•♦•/�♦� �� I® • �♦•♦ � I STORE NAME: WASHINGTON SQUARE 1 FINISHED FLOOR ♦♦♦♦�♦♦♦�� ♦ ► ►�♦ �, li ♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦4 1/16 GROUT �I I ♦♦♦•♦•♦♦♦♦��♦♦♦♦�♦��,�♦∎�♦♦♦��►� ��11 .41�♦ii♦♦ ►♦♦♦♦♦♦♦♦��♦ 1/8" CLEAR ANOD. ALUM. : ♦♦♦♦♦�♦�♦♦♦�'"�♦�'i'♦4►�♦4II I►Qi��••�•�••♦��♦♦•♦••♦•♦••. METAL BASE OVER BLOCKING STORE LOCATION:■DIVIDER STRIP ♦♦♦••�♦♦•♦�♦��♦� �'♦4►�•i! ;►��►♦♦♦••♦4 ♦♦••♦••♦♦� GAP KIDS/BABY, SUITE W14 •♦�♦♦��♦♦♦•♦•♦�♦♦♦'�♦�♦♦�/♦�4��•� ��!!1'��♦♦♦♦♦♦ 4,♦♦♦♦♦♦♦�♦♦♦�♦�♦•♦�'♦•♦� 9677 SW WASHINGTON SQUARE RD. 3/4" PLYWOOD ► _ ♦♦♦�♦♦♦♦♦♦♦� �i �.�� . 'II I � .►♦•� 1 � �� ♦♦♦•♦•�••••••♦••♦•♦� METAL BASE FIXED AT ONE END TIGARD OR TRIM BASE AS SCHEDULED ♦♦♦♦♦♦♦♦♦♦♦♦•%1 40 4'♦4►�'♦,III!1►♦♦♦♦♦♦4 ♦♦♦♦♦♦♦♦♦♦� TO ALLOW FOR MOVEMENT TYP. '•MIL STUD FRAMING ♦♦♦♦♦♦♦♦♦♦♦4ti, ♦��k'/.. �.♦.I i��i♦♦..��♦�∎♦.►.♦i♦♦♦♦♦♦♦♦♦♦ BOTH SIDES. 97223 4452 AS REVD ••❖♦•••♦❖••••••••••••••��1��••■•�•�•�•�•••••♦•••♦•♦••♦♦♦♦♦♦4 M3 I 1 NI ♦�♦�♦♦�♦♦�♦•'�♦♦♦♦♦••♦♦��♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦� GAP PROJ. I.D.: 0000044301 PLATFORM AT EDGE ••♦•♦♦♦•♦♦♦♦♦•♦♦♦♦•♦♦•♦•♦♦♦♦♦♦•♦♦•♦♦♦�♦♦♦�♦�♦•♦i♦♦�♦�♦•♦�♦�i•♦�♦�♦� ♦♦♦,i♦♦i�.,,,i�♦i♦ii*i♦♦♦♦,,�ss�►�♦�, ♦♦♦ i �►�♦�►i♦i♦ - PROTOTYPE V9 DATE: HALF HALF i►A*A�' i ,. . ;!�t!A�� ► . � ,. ► "+`t,'' � �''�'♦♦�♦�♦� HALF DISPLAY PLATFORM 12 TYPICAL WOOD BASE - G/K!B/I 9 '►! '!��!►'►'�'�''-'��'•'�'�''!�'►��!'�� ►��' ':'�►� �!i��►'�•! ''-!•':!�••'•�'•' EXPANSION JOINTATSTOREFRONT BASE 3 08/11 /08 A601_12 HALF -4441. 4.4.1+4404 44-4e+ 4.4.40.44-#.1e*A ♦� ,♦� ♦4'♦• A601_08 OPENING Q1 /Q2 2009 1 COMPOSITE METAL PANEL METAL PANEL FIXED AT ONE END MTL. STUD FRAMING, TYP. SEE M5 TO ALLOW FOR MOVEMENT, TYP. WALL LEGEND - SHEET A0.0 FOR BOTH SIDES. SIZE, GAUGE & SPACING EXPANSION JOINT I SOLID RUBBER INSERT /2p EXPANSION JOINT 1-1/2" X 3" X 16 GA. CHANNEL CUP -_ ANGLE 1/4" LESS THAN STUD WIDTH, TYP. - ATTACH AT EVERY STUD WITH S S` (4) 5/8" #S-12 SCREWS OR 3/4" WELDS IN (3) PLACES 'i- N 7021■11■11■11110• "Z" REVEAL MOLDING % I I W/ CHEMFILM PAINTABLE „ �J ��i �� t. FINISH DRMZ-50-625 4 ► �� r ,� �•►i BY FRY REGLET, TYP. I / J 1 I kg 1 I 1 I TAPE AND MUD SMOOTH TYP. —.— d �� ♦4.1°1 �..�.� 1 1 1 - ---- --- ' 1 SEE WALL SCHEDULE FOR 3/4" 16 GA. COLD-ROLLED t- �, 11, I 1 ALL FRAMING REQUIREMENTS. r, CHANNEL - LOCATE AT 4'-0" O.C. E I '= �� j PAINT AS SCHEDULED ► t, .� 1 ,HORIZONTALLY, OR AS REQUIRED - p��......��/ ►�.��.��u� /-/-/�/i�/�I�/.r/-/-/-/. \��_\ate\_\_��_a \_� iiiiiiiiii '' BY LOCAL CODE. iiri�iiiii rim.�r�i�r i r i�i�i��r�i�i i�i� CORNER BEAD, TAPE, MUD AND SAND SMOOTH \-.► ALUMINUM GLAZING METAL PANEL ATTACHED TO PANEL EXTRUSION ( CLIP M5 P73 METAL BASE FIXED AT ONE END I PANEL CLIP ATTACHMENT 2" 2" 2" TO ALLOW FOR MOVEMENT. M5 ¶ ¶ PROFESSIONAL STAMP: I ,a' ,-lkil, VERTICAL REVEAL AT DISPLAY WALLS MTL. HALF HALF HALF HALF � ."',. A 111 11 TYPICAL BRIDGING DETAIL 8 EXPANSION JOINT AT PANELS — 6 EXPANSION JOINT AT MULLION 2bfl _ Abfl l 08 Abfl1 08 A601_OS AupER ,„3 VERIFY PLAN VERIFY PLAN 1y" 1Y" 1y" 1)/" ' ` .• / / / / / / / / (*' e4i::\ \ '14 % '''j AO . Li Li li LI _ d h LI OF ' ' --• TAPE AND MUD SMOOTH. PAINT AS A SCHEDULED B ARCHITECT INFO: — SEE PLAN FOR ► SEE PLAN FOR ► •,,'° c .c- •�-�"•c-'" •c-�"-c." -c---- FOR WALL TYPE FOR WALL TYPE _...,,,,. GreenbeigFarrow 0 , _ ' ' 'I 1430 West Peachtree Street, N.W. 8ALC0 INC. ALUMINUM WALL COVER 6GW-1. MECHANICALLY MECHANICALLY �I i. �j,� �f I� � �� (� Ii �� OP ► �.. ► Suite 200 FIELD VERIFY EXPANSION JOINT SIZE PRIOR ATTACH CORNER ATTACH CORNER " " � ro ' ,. °TO ORDER / i 1 . � Atlanta, GA 30309 � � � �. �. i : .. .III/ i. .. . . GUARD W/ SCREWS GUARD W/ SCREWS - . . _ / / - � . . . � � � 0. t: 404 601 4000 f:404 601 3980 AT 2' O.C. TWO AT 2' O.C. (TWO SCREW MIN) TO SCREW MIN) TO ISSUE TYPE: MATCH CORNER MATCH CORNER ( I I LANDLORD/PERMIT/BID 11/13/08 miiminm, r-- GUARD FINISH (AT . - e. . GUARD FINISH (AT INSTALL #10 X 1/2" SCREWS I UNLESS OTHERWISE NOTED --■• PERPENDICULAR GYP. BD. CORNERS, " GYP. 8D. CORNERS, " THROUGH EACH STUD & ALUMINUM ON PLAN (2" AT BABYGAP 1" WALL/CABINET, WHERE SCALE: AS NOTED . TYP. WHERE 1y TYP. WHERE 1y UPRIGHT, 2" FROM EACH END & WHEN ADJACENT TO CHAIR / / OCCURS NEEDED) NEEDED) /-- 6"-8" O.C. TYP. RAIL) MIN. DRAWN BY: RDF 3'-11 3/4" O.C. DBL. TO DBL., TYP. U.O.N. 3'-11 5/8" O.C. DBL. TO SINGLE TYP. U.O.N. 3'-11 1/2" O.C. SINGLE TO SINGLE A&E JOB NO.: 20080475.5 lirameeme= / (2'-11 3/4" WHERE DESIGNATED ON PLAN) 3 / (2'-11 5/8" WHERE DESIGNATED ON PLAN) 3 / (2'-11 1/2" WHERE DESIGNATED ON PLAN) / SHEET TITLE: REVISE PART NUMBER PER JOINT (1'-11 3/4" WHERE DESIGNATED ON PLAN) 2 (1'-11 3/4" WHERE DESIGNATED ON PLAN) 2 (1'-11 3/4" WHERE DESIGNATED ON PLAN) 3 2 PARTITION DETAILS - �D�' CORNER GUARD AT SALES/FITTING AREA: DON-JO STEEL POWDER COATED WHITE CORNER GUARD, 1-1/2" X 1-1/2". BEGIN 10'-0" LENGTH C_OF DBL. RECESSED i OF DBL. RECESSED i OF SINGLE RECESSED DIRECTLY ABOVE BASE STANDARD STANDARD STANDARD NOTE: 1. AT BABYGAP & GAPKIDS: BOTTOM OF STANDARDS AT 7" A.F.F. U.N.O. TO 8'-0" A.F.F TYP. CORNER GUARD AT BOH AT ALL CONCEPTS: 2. AT GAP & GAPBODY: BOTTOM OF STANDARDS AT 1'O" A.F.F. U.N.O. TO 9'-3 1/2" A.F.F. U.N.O. C/S GROUP ACROVYN VA-200 (FULL-HEIGHT) SELF-ADHESIVE VINYL CORNER GUARD, WHITE, 3. FOR FULL HEIGHT PAR11T1ON WALL, SEE WALL TYPE LEGEND 1/A6-0. FOR ALL OTHER WALLS SEE SHEET NUMBER: 1-1/2" X 1-1/2" FROM 6" A.F.F. TO 12'-0" A.F.F. AT B.O.H. AREA. STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS. A 6 _ 0 . 1 JOINT COVER - WALL/ CEILING HALF 601 l fl 10 CORNER GUARD 3„_1,_0„ Ab01 fl7 7 RECESSED STANDARDS 6"= A601 01 1 A ♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦4�� •1 •= i.z., 7...r7`Ir♦'"4�'irrnfrer••• •♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•w•♦•♦••i•♦•♦♦♦•v1 ♦♦♦•♦•♦♦•♦•►•+•♦•w•w•♦•♦•+•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦�•i•♦�ii•� ►♦♦♦♦i♦ill♦♦♦i♦��► Aili♦♦ ♦v♦o�/1�►,'li►1l►4►iri►li►l♦♦�►♦i♦i♦♦♦♦i♦♦ ♦i♦•-♦-♦-♦- - -♦-1-•-♦-l-•-l_♦ -troi .t,�''�(�♦♦♦♦o♦♦♦♦♦o �t,• 1, “',.. .. n, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦ ♦♦' NEW STORE/ FULL G ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�J 0_A♦♦♦i♦♦-i♦�♦♦mot♦�..k11♦♦♦♦♦♦♦♦0♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦♦♦♦♦♦♦♦♦t+lr+► ► +l►♦♦♦♦/►♦♦♦♦♦♦1r ♦ ► `�v♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦< ♦♦♦♦♦♦♦♦♦♦♦♦♦, �i%---♦-♦-♦-♦-♦-i---_- s---.► -�♦♦i♦♦i♦♦ ►♦i♦i♦♦♦♦♦i♦♦♦♦♦'I ♦♦♦! 4i►i♦♦♦♦i♦ ♦♦♦♦'♦ii♦♦♦♦♦♦♦♦♦♦♦•♦ ��,��0�;i♦♦OiOOOO♦�♦♦i♦♦♦♦♦♦♦♦i♦♦ii♦' ♦♦♦♦♦♦♦♦♦♦♦♦i�►�♦41.4,_7.-- -- -ii♦♦i♦♦♦♦♦♦0♦♦♦i�'♦i♦♦♦♦♦i♦�►♦♦♦.♦►_�0,�1►-!-�►i♦♦♦♦♦♦♦♦♦♦ ♦i♦i//i♦♦♦♦♦Ii►r►/►ii► ►. - _ _ _i_♦./►_ .♦ ♦♦.!♦♦♦♦♦♦♦♦♦ ♦♦� ►i'1 :0' ♦ RAi�>♦-♦-/►-' •aP _��- -♦-1-`-♦_♦_♦_♦_♦_siP2 ♦♦i♦♦♦♦ ,►♦i♦♦♦'►i♦♦♦♦♦♦♦♦t♦♦(4►s't.-4►♦♦♦♦♦♦♦i♦♦i♦ ♦♦♦♦♦i♦♦i♦i♦♦♦i♦♦i♦-�r�'��►♦r♦-♦-��I►♦♦♦i♦♦♦i♦i♦♦ ♦♦ \ '♦t►t'rQ►'►;ti•`i►!'�►C�♦..1,t,4�•��,xosi . �•r•.�.r.��♦♦♦♦♦♦♦♦♦♦♦0♦♦♦♦i'♦l♦♦l♦♦♦♦<,♦♦♦'0�I►♦t'♦ii♦li♦♦♦♦♦♦♦♦♦♦♦//♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i11/ ►♦♦♦♦'�►♦♦♦♦♦♦♦♦♦♦♦ii�♦it ♦ ►1:f, �r; ►�►�►♦♦ii►��._._. r__._ /♦♦♦♦♦♦♦♦♦♦ ►♦♦i♦♦'►_♦_w_w_♦_w.w_w_w.♦.0_i_♦_i..♦.,0_w.♦_♦.A,.♦_i♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦ 'ttl►♦♦♦♦�I'11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ♦t 44 ♦�3 J Aw♦♦♦♦ ,k q. - - - ■ - - - - -♦♦♦♦i♦♦i♦i♦0♦♦♦♦i - ■ ■ - - ■ ■ - - - - - - - •►- - - - - ■ ♦♦i♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦♦i♦♦i♦♦i♦♦♦♦4i/ ►♦♦♦♦'�►♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦� �` .`. ■'♦♦�♦�c ►�► �♦i♦�►� �►♦♦iii' '!�1►♦♦��♦C�►♦♦♦♦♦♦♦♦♦♦O♦♦♦♦iw_w_♦_w_w_w.w_w_w_w_w_w_w 0_�I-♦_ _V►�♦i♦♦♦i♦♦♦♦i♦♦i1►♦♦♦♦♦♦♦♦♦♦♦♦iii♦1111►• ♦♦i♦'�►t♦♦♦♦♦♦♦i♦♦♦♦ ♦♦ii ► i�' ��T ♦ t��.t ?►♦♦♦♦0 ♦♦♦♦♦�► i�♦♦ii ♦1►i♦i♦♦♦♦♦♦it►♦♦l♦♦'•_ ._�_.._�_.,_..,,►•�.••.•.►-i♦♦♦ ♦♦♦♦♦♦♦♦♦♦i♦ii♦♦♦♦♦♦i♦ii♦�►♦ l►i♦i♦<►11►�►iiii♦ ♦♦ ♦♦� ♦i' ♦``401 �WP+4-`,►*;11♦♦♦�►�11►♦ ce r♦�♦: .► ►� �:��♦♦i♦ii♦♦iii 0♦i♦♦i'....�.�-.....�'II► ��♦�♦�r�i♦♦ ,i.1!4! ►il: �►i♦1/i♦♦♦♦♦ ♦♦♦iiii♦♦�I►'l►♦♦i♦'1►♦♦♦♦♦♦♦♦♦i♦♦i' ♦♦< ►♦.��t►►�►i C��W ►♦ii ��♦♦,. ., ,- _ _ ._r.►iii♦ ♦♦♦ii► ♦♦♦♦'►♦ii♦♦i��i♦i♦♦'I,I, ♦'►C . �� '�'� ► ��►��<3► �2�..Ui♦♦i♦♦i♦♦♦♦♦♦♦♦♦ii�'� ;►iii♦��11►�►♦♦ii♦♦♦♦♦iii♦♦♦' l♦11►ir1i►r►1►1i/ i/♦ ♦�It/14�i►i�l ♦ ► � ►♦♦A ��♦iiiiii♦ii♦�ii♦♦iii ii �♦��i♦ii� �11■♦ 4♦♦♦♦♦♦♦al lei►li►i�l►i►`►♦♦1/♦♦♦i♦♦♦♦♦i♦♦ii♦�► 11 ♦♦♦♦ ,► iiiii♦♦i♦♦♦i♦♦♦� ti. ♦♦i♦♦♦♦♦♦i♦ii,,_,;,.�;�,,,0,.►♦11 ♦♦♦♦i�i1►♦♦iii♦♦♦♦it ♦♦♦♦♦� ♦♦♦♦�j1i��iii♦I,I■♦ ►♦ ►♦♦♦♦♦i�.�.♦iii♦iii♦iii♦♦ ♦♦♦♦♦♦♦lit♦41'♦♦♦♦� 11►♦♦♦♦iii♦iii♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� �� , ♦♦■► 11/i♦♦��♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦C i♦♦♦� p♦l♦1i♦1 11� ♦�♦♦♦♦iii♦i♦,�♦♦iii♦♦i//♦♦♦i♦ii!►�►�►�►11►1►!li�♦�►40 ��r�r�r�r♦A1►I�►♦♦i♦♦i♦♦i♦♦♦ ♦♦� ♦♦♦♦♦iii♦♦♦♦♦0> .►♦ ►♦401 t t ♦♦♦♦ ♦♦1►♦♦iii♦♦♦♦♦1 ♦♦♦♦♦ ►♦♦♦♦♦ ♦♦♦ ��iill, �4�♦� ♦r♦rir�r♦�i i,► , +<► , �i♦♦♦ii♦♦i<. ��!'�0 '�►'ol1 '�> ■ ■ _ _ . !►♦♦i♦♦i♦i♦iii♦ii♦ ♦�1i,11►i1��lili�►11 I►♦♦♦♦I .►-►_I►_+_+.!�-♦-♦♦♦i♦♦ii♦ii♦0♦i♦♦i♦♦i♦�1�i♦♦♦♦ _ _ • _ ,' _ - - _ �.�,��.,�� «�� ►♦ii//i♦♦i♦iii►�i�► ►iri►'►♦ ►♦11► ► ♦♦♦'I®�♦i♦♦i♦i♦♦♦iii►♦♦� ►♦R��1t�/!1►t►T t►�l♦ ♦O,t�' ♦ ►i/1' ►......•►♦♦ii♦♦♦♦♦♦�►i♦♦♦i'►♦♦i�il�i♦♦i ♦♦'4040,►♦'' I F "41.!♦♦ 4',* 4 pit`t'-'►�R,i♦♦ii♦♦i♦i♦iii♦♦ii 't�I►i♦ ♦ �'11►♦♦ii♦ii♦♦i♦♦iii♦'lt .�►. .* `►.414 I . ►♦ili�►t,I►♦ 1►'►' ♦- � �►011►1i♦♦ ♦♦♦i 1 Oy4� v♦♦1/♦♦♦♦♦♦♦iii♦♦♦♦♦♦11► ►♦♦♦♦'I►♦i ♦♦♦♦♦♦♦♦iii♦♦� \ \ ►♦' ►.p,;�a./�.�� 0♦' i�►i11 i►t►♦_0�t ,•► �'�r �► '►♦l1�♦ il�i�i �I ♦ ♦' +-�i-'©_� :�,�! i .I►♦iii��11►i♦iii♦♦i♦♦ii♦♦♦i♦Vii ��1!+�l�;D'i�►i!i��♦� �/1►i�►i♦♦♦♦♦�'0®♦'11i��i4�►i��♦♦i♦♦V♦iii�i♦iii♦�♦•ii i t♦♦♦i♦ii♦��i♦♦♦iiiiii►i♦i♦♦♦��i♦♦♦i�♦ ��♦4I1 �1 ♦i4 ��•0�7♦i• ♦'�i♦i♦i♦i♦i♦i♦i♦i♦��♦♦i♦♦♦♦♦♦i♦i♦♦♦i♦i♦i♦♦♦i♦i♦i♦i'►'V'I' ♦i♦♦♦i♦�I I�iO♦♦i♦i♦♦♦♦♦♦♦i♦♦♦♦i♦i♦♦♦♦♦i♦�1, ',.:\ '♦♦ ►ti !�'�►�- �!�`!�1i♦i♦i►i1:��♦•t i �►�►�►��1� -- iiii♦♦�iA.1♦♦♦'0♦ii♦�'♦♦ii♦♦♦i� ♦ ►'OII►♦i♦i�'`�i♦♦� ♦ii♦ii♦i♦I►ii♦i♦i♦♦i♦♦ii♦♦i�1/'�►♦♦♦♦'I►t'ti♦♦ii♦iii♦ii♦♦♦t \ ♦��L'-��Y'1•4" ♦♦♦♦♦Ot♦`►'►♦11 t►i∎ v., v- �+''"117 iii♦i♦♦♦ii♦ ►i♦♦♦♦AIL A!-!-!-!-!-!-6....-♦_♦-ii►_A.& Al►_i_♦�♦♦♦ ♦ii♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦i♦i♦tl►i♦♦♦�►11►♦♦♦i♦♦♦♦♦♦i♦i♦i♦' ♦♦♦.+,�►4 LI 'Lb• 1♦♦i1►♦ ►♦�11i1►'►♦�♦�♦ rrr&, .►w!�!A- ♦��.'Vi�J♦i♦0♦ii♦i.......♦.ri..�....�.♦♦ii♦ ♦♦♦i♦♦i♦i♦1/i♦♦i♦i♦ii♦♦♦i♦i1►11/11011' .1.♦'tiiii♦♦♦♦iii♦♦i� ♦ � 4t4141, • ' 1♦iii►♦11♦•=•01�i.►4�' $ ��►•>i� ♦♦i�►♦♦♦♦♦ ♦♦.�♦♦♦♦�.1 A��♦ii♦♦♦i♦i♦♦iii♦♦♦♦♦ii♦i♦♦♦♦♦i♦it tI►iii♦��11►�►♦♦♦i♦♦ii♦i♦♦i♦♦ \ ♦t. .f 74) ! 4♦♦it®�,s►t►��i�� ietli* I►' ►*.14 A♦♦♦i♦i Oi♦♦i♦ - - - - - - - - * - - - - - - - !♦i♦♦♦♦i♦♦♦♦ii♦1/♦i♦♦♦♦i♦♦♦♦♦♦♦i1►140►1108 40.100♦0♦i♦♦i♦♦ii♦i♦ii< ♦ ♦ ,�► • , F ► ► i, ► 'II► I► ��, ►ii ��'♦ � i-♦-♦-♦-♦♦-♦-♦- - - -'�♦ +i►�i'♦�i►3i�►�<1♦♦i♦i♦♦ii♦♦♦�Oi♦♦♦i♦i♦♦iii♦♦♦i♦♦♦♦♦i♦♦�i♦r►��i�►'0�I�♦♦i ♦i♦♦i♦ii♦♦♦i i i i♦i♦i i♦��i♦♦♦♦i♦i♦♦iiii♦♦i♦♦i♦♦iiii♦iii►�IrII►♦i♦i♦i�l'e'0♦ii♦i♦♦♦♦i♦i♦i♦♦i♦ii♦ii♦i♦i♦i< ♦�w w �.w�♦i♦♦♦♦ ►♦♦�� w.Aw _ . . _w♦♦♦♦♦♦i�♦�► ♦i♦♦'► i♦♦♦i11i�i, Ali, AO��;►..i-►♦♦♦♦∎ ► !♦♦♦♦i♦i♦♦i♦♦♦iiii♦♦♦♦i♦V- tl►♦♦ii/l�'11'�►♦♦i♦ii♦♦♦♦♦i♦i ' ♦♦♦!►11!►♦♦�__. .S.'.WA.�� .♦- ►' i'!, 0♦i♦♦i♦ii♦i♦�ii�i lei . ..� •.�••••• C 3► L ♦♦♦♦i♦1/iiiiii l'► ,� T ♦♦�}�►♦ I► �►♦ii♦ ► Oi♦iii♦iiii♦ ♦i< ,L�.O♦401► ♦Ot►�►•/►♦ ►•r♦v'- v 0 t` i�►i♦♦♦♦ ►♦♦♦♦♦♦♦1i♦♦r♦ II►♦ ►♦ ►♦iii♦♦�►w11►�1►♦,�♦♦♦♦♦♦♦♦♦♦♦♦t 1��►V�►'+�►�■ /'vl_ - ►♦♦♦♦♦♦♦iii♦ ♦♦♦ GAP INC. ' ' ► ► *♦i*i O♦♦♦♦1'♦♦♦♦♦♦♦♦�1A♦♦ ►'OII►♦i♦♦♦♦♦♦<'♦�l C��'�'�►♦♦♦♦♦/►ii♦♦i♦♦♦♦♦iiii♦' �•I►N,►s�.ii'Ir�•Oii♦i♦♦♦♦♦♦♦i♦♦t ►♦ ♦♦ ►♦♦ii,1,��,1'�I�I,��♦♦iQ ',►L' `'''Jiiii1►i♦♦� ii♦�� 1�►��♦i♦V1�i�t�i'♦ ' '3'''! ►♦ii♦♦'►i♦i♦ �1i�i1i♦�II►i'►i'►i♦♦♦♦i'�t►I`VV`►♦♦♦i♦ii♦iii♦ii♦ii♦ii♦�!tl►V.a`/►�<�'11 %►♦♦ii♦i♦♦♦i♦i♦♦♦' ► �� 1 �, CORPORATE ARCHITECTURE V..1111►��♦1 �►♦♦t'ii�►♦♦'1,11►�f i►�1♦i��A� s� !'•*�►r♦'0♦♦i♦i♦ii♦♦�i♦�i ♦♦i♦i 'OII ♦�♦♦i♦♦i♦wi♦+♦♦�♦♦♦1/ i♦♦♦ii♦♦ 111 ►s .-♦�i i►. O ♦♦ii♦♦t�1►'0 0♦u ♦.,w♦1►♦♦Oil► 111►��►�♦♦v►♦ t�� LTV ♦ ►♦♦♦♦i'►♦♦♦i�.♦�1� iil �� i♦i♦ i♦♦♦♦♦ , A4 ♦♦i♦ ♦ 901 CHERRY AVENUE �►11►1�♦♦t!1�+0��-`11♦it►♦♦1►� 1►.�i ♦♦1: ► '♦�� S O♦♦iii'♦♦♦♦♦♦l♦ SAN BRUNO CA 94066 �I►'Oi♦ ' ►+ ►'♦i1►♦♦'0♦ ► - -,►ii4 ►i♦v�►♦4i�►♦i♦♦♦'►i♦♦i'!ii ♦ ♦ ► iii♦ , • i _ . - ,. • .� •.1►1/1.I,► il►�►♦♦�i 11� .*,♦♦�►i♦111►r� ►♦♦e 0.� �t►♦0♦♦iii,♦�♦�i� �i�♦�♦rim♦�♦ri��,OII►ii ♦iiiii♦�I►�►�►►rr'�►�1►♦i♦//ii♦ii♦♦i♦i♦♦its--�.._•...!_.._.. - • ri♦♦ii♦ii♦♦i♦♦♦< ►il►♦�i'►�� 1, �I,►'��iiwv/1►!�±►�! I�i♦ il►t'11��' ♦♦�►'!. '40 ' ►�w►'�wi�►♦i♦♦i'.___________.._.._______..___I►�;►A♦i ALA 11 Aiiiii♦i♦♦ii♦♦♦i♦♦i♦♦ii♦ii♦♦�►•� 0.�....r Oii♦i♦i♦♦♦♦♦i♦ii' ♦♦iii ♦ '1►/►,,I►loll,' 1 '�II~�At��i�►♦♦/►I►�♦<►i♦t u-L�C'�3 ��'�''♦♦O♦♦iii•••••--•••�••= Al..Al. • -•♦♦♦♦♦ii i♦♦i♦♦//♦♦♦♦♦♦♦i♦♦♦♦♦�►♦♦♦♦♦♦♦i�� ♦i♦ii♦♦♦♦♦♦♦♦♦♦< STORE NO.: ♦1►�i♦'►140'4, , 4101!'T V*+4,0044*♦1►S�♦Oil►'>'1►`�•►♦i 'oi•iP ,�,►,�?�►'.♦V'V' ■iii♦♦-„:-.. ∎ ,♦ii♦ii♦/1►♦'►i'►♦♦1►i♦ i♦♦♦♦♦♦i♦♦♦i♦iiiii♦♦iii♦-� ♦i♦♦ ♦ii♦♦♦ii♦i♦ ♦ii♦i♦i ' ♦♦�.♦�♦♦ 00 1► ' I, ♦�.♦ 3 11 V'V ♦.��► ♦i►1►,f��►♦♦♦'�t 4 . W v►♦♦♦Oii♦♦..._._._._..._._._._i_._._♦,._II_♦_i..-`-♦�i♦i♦ii♦ii♦♦♦♦/►♦♦♦♦♦i♦♦♦i♦it►�1i♦♦♦iiiii/►�►♦♦♦♦ii♦ii♦♦♦ ♦♦< 43 ♦1►♦♦'►♦1o,1 ,4,161, _ ♦ ►, a 1►♦��I�i . r1 0►� '►♦♦♦1►i*♦♦i♦,�,♦�►i♦♦♦♦4,- - - - .r - - - - ......• -m' NIP♦♦♦ ♦i♦i♦♦♦♦♦♦♦ii♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦i♦i♦♦ii♦ii♦♦♦♦♦ii ♦♦' ♦♦♦♦�♦♦ 111,,1 �I ♦•t. �e ♦i�iii ♦ ► .��.♦�♦�♦.'�,►.,'�;►�, ►'�.;►-,.+ ,. ♦ ♦♦♦it♦♦iii♦♦♦♦♦♦liii♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦1/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111►♦♦♦iii♦iiiii�♦i� ♦1►i♦ ►��11 ��4141,��i1►� t ,fi•Oi♦ ►♦♦■ � .�. �. ►. 1� L !� i �u 3 ♦t■♦♦♦♦♦ ► ♦ ♦'J♦iii♦♦♦♦♦♦♦♦� ♦♦♦♦♦ ♦♦♦♦♦♦ii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ STORE NAME: WASHINGTON SQUARE ►o♦��♦♦ ,��•. ,��1>o��►i♦��♦♦♦♦ ♦o♦�o♦ ,•��►o♦o♦♦♦+♦♦o♦o♦o♦w♦o�■♦o♦o♦o♦o♦ o♦o�ioio�ioio�ioiooioiooioi�io ♦♦♦iioii♦♦o�♦iii�iiiiioi♦oio♦♦♦i♦♦♦i♦♦ii��♦iii♦i♦i♦iiioiii♦i♦i♦i♦i♦iii♦i� '♦♦♦♦i'.♦'1∎∎4 4,►__A ...'4 i♦♦♦♦♦�► ♦ ►�►,►�'♦♦♦♦♦♦♦♦♦♦♦Oi♦♦ii'♦♦♦♦♦♦♦♦♦♦i♦♦i♦♦i♦'►♦iii♦i♦i♦iii♦♦i/►ii♦♦i♦♦i♦♦♦ii♦ ♦♦ii♦i♦/►1►♦♦♦♦♦i♦i♦ii♦ ♦♦< ♦//♦j�I'1►i�>4wA, �C,�,,s7 v��♦ii1. .44,��, '11 Ap��♦i♦iiiiii♦ ,►♦i♦♦♦1►ii♦ii♦i♦ ♦♦�'i♦♦i♦ iii♦i ♦♦♦i♦♦ i♦i♦♦ii♦ii�►i♦i♦♦♦♦i♦ii♦i♦i♦♦♦♦ ii♦ii' STORE LOCATION: ♦♦♦j � ♦♦ ,1, ,►j,�.,, -�_♦♦,� i♦♦�♦♦� V►� , ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�♦♦♦♦♦♦♦♦i♦i♦♦i♦♦♦♦♦ ►♦♦♦♦ ♦♦♦♦♦♦♦♦♦I►♦♦♦♦♦♦♦ii♦iii♦♦♦♦♦♦♦♦♦1111♦♦♦iii♦♦♦♦♦♦♦♦♦ I ♦//�i ►i��►� �� ► .,.V►♦ ♦♦i♦ ►i♦ ♦1 �1��.►A��!'.♦♦♦i♦ii♦�■♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦ice♦♦i♦♦i� ♦♦♦i♦ ♦iii♦♦i♦♦♦i♦�i♦♦i♦♦i♦♦ ♦♦♦,ii►♦•i♦♦ii��♦�♦♦♦♦♦i♦♦♦i♦i♦i♦ ♦ ♦ , ♦ ,►, . ♦♦♦ ♦♦�♦♦� � 1, , A.A _��♦ ♦♦♦ ♦♦0♦♦♦♦i♦♦♦♦♦♦♦♦♦i♦ -.♦�i�♦�i�♦�♦.►�ii�i�♦♦A !�► �!� „�„ ♦♦ ►♦♦♦♦♦♦k• ., ..i , � �! l' - - ►1 ♦i♦♦i♦♦i♦i♦♦ ♦i� GAP KIDS BABY SUITE W14 ♦1/♦ ♦ ►•∎∎ 11_ .♦ii♦ii♦i1. 0♦ 1► 1.,-.:�i _ :40)♦ t►i♦♦♦i��♦♦♦iiii♦♦♦(i• �• =� •==♦4 i► ? `� ��► ��•1i♦ i Fit Cr.�► w� � •�> O,n -�► i♦ii ♦ ♦♦♦ ♦ ►►♦��♦�♦�►i♦ii,/,' \ ∎i'0:,►♦♦♦♦i i� ♦♦� �11�►,,i+l♦♦i♦ ♦i i♦♦i♦� �►♦♦♦i♦♦♦ii♦i♦♦♦♦♦♦♦i ♦♦ �%i� i / 1�► ►J<►i� �� '� ; ► � 9677 SW WASH I N GTON S U ARE RD. ♦♦ 11►�` 1'�� 4 ► ♦ t'♦ �►♦ '' _ , v � Q 1 '► �''► ►��.►, ,� ►♦♦♦1►i♦' -I��li��i♦� ►♦iiii'r♦:♦♦ii♦♦�Oii♦i♦ii♦♦i►♦♦i♦i i♦i♦♦i♦♦♦i♦♦i►♦iii♦i♦i♦�i♦iii♦ii♦i♦♦♦♦♦♦♦i��i i♦♦i i♦i♦r!t_a1Ail). ♦ , t -.111 ,,- �r��i♦i♦i♦i♦i♦♦i♦♦♦i♦i♦i♦iii♦♦♦♦iii ♦lit'♦♦� 440'41•4 4*.► II . ' . �.� ,. , �ii��♦♦♦4►i�,/,► i►4 >� 1; '1 1 ►♦�♦�►♦iii;♦; ' ��i� � ,��♦�� ♦♦� � /►iiiiii . ►0Tdri ri►'i�•��'i♦♦♦♦♦iiiii♦i♦♦♦♦♦ ♦♦� TIGARD OR ►♦ 1P4 :-�i0 . 1I '0” ►► C.,ii♦ ► ►♦♦t ♦♦ ♦♦ , - - - - - - - - - - - - - - - - - - - 3•x- ,. >♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦' 4'♦♦'/' I•4i��► ., ,.,�'1 � ►1 III,►1I►♦♦11�♦♦♦♦��i♦♦♦1♦i♦'►♦`••�•��•..••••••••••V♦♦♦ ♦♦ ♦♦♦♦♦♦♦1/♦♦♦♦i♦i►r'Ii►`►►'1►♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1♦ ♦i♦l!►ili� 97223-4452 ♦I►i♦'►it''►�►�1`�►p�i��►11►r►-i►♦11►��i',►♦�►'�'/, 11, ♦♦ii♦R�i♦.•♦iii ♦♦♦i♦ ►♦♦♦♦.. ♦♦i♦♦♦♦♦♦ii♦ ♦ i♦i♦i ♦♦iiii♦ii♦♦iiii♦i♦♦iii♦i♦i♦ii♦ii♦♦i♦♦♦♦♦♦♦♦i♦♦♦♦♦ ♦♦♦♦�♦♦ ,1,1►��,� /. ♦♦♦♦♦♦�♦�� ♦♦1 II, 1►. 1, i;�!!!!!�►' ♦♦1♦ii♦i♦♦♦fir►♦Vii♦iii♦ii♦♦♦ii♦♦♦ii♦♦ii♦♦♦♦♦i♦/►♦ii♦i♦♦♦♦♦i♦ ♦♦i♦♦iiii♦♦♦i♦ii♦♦♦♦♦♦i♦iii ►i1►♦♦ ► t , 4∎ �01i♦ii♦♦ ►♦�41♦�IA'11 11, ∎ ••vt.! J� �► Hit . !� i, ► �� ♦♦ �� /♦l♦ �?.� �► . ,� ii♦♦♦♦♦it .,, ;r >♦♦♦♦♦♦♦♦♦il♦♦♦♦ii♦ ♦♦♦♦ill♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦li♦♦♦♦iii♦li♦♦♦♦♦♦♦♦♦♦ ♦it GAP PROD. I.D.: 0000044301 i��♦�i�...r. 411C. 1, ��1i♦i♦♦♦i:.��♦�i1i�i�00,i∎41i�►♦�♦ r� i�1 1 1 ♦i♦ii♦iii��...►�i♦i♦♦i♦♦♦♦i♦♦i♦i♦ ♦i♦ii♦♦♦♦♦♦♦♦♦♦♦i♦♦i♦♦iiii♦iii♦♦i♦♦♦♦♦♦♦i♦i♦♦iii♦ _ _ _ _, _ _ ♦iiii♦ - _ _ ,,_ _ _ ♦i♦♦♦♦♦♦iilii♦i♦♦♦♦i�. .iiiii♦ii♦ii♦ii♦i♦♦ ♦♦♦i♦ii♦♦1►i♦i♦♦♦♦♦i♦♦ii♦i♦♦♦ ♦ii♦i♦♦iiii♦iiii♦i♦♦�/I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ lolly _ _ _ _ grim,"_ _ _ _ _ _ _■_ _■_■_■_■_ _ _ _ ■ _ 'P._ _ _ _ ■ _ _ ■ ■ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _•_ _ 'r _ _ _ _ _ _ .1' _ _ _ ♦♦.♦.��►�►.�♦•♦.��♦♦♦��►.��-�♦�♦♦♦�.�♦.♦,�♦♦♦♦1►♦♦.•'�'♦♦�►♦!►♦�►♦♦�♦•►��►♦♦�,�♦•► ♦♦�•� ♦♦♦♦♦♦�► ��♦♦�►♦♦♦♦♦�♦♦�-♦.♦W►�►�►♦♦♦•♦w♦♦♦w ♦♦♦♦♦.�♦w♦♦♦♦�*�►�♦♦♦♦♦♦' P R 0 TO TYP E V9 DATE. �'r t . . �� i�,♦ - - -- O•. 1i 1♦1�1 . . ♦r4*- - 10- - "Sl►,`�►r♦r�♦t�1ib9411 '., 4N41 rTi . , .41i�1 r i♦i♦♦♦i♦*TAT*ATictr♦iii►i!>♦1► I : r ,A T t 4 411, it�� t ♦. > ..V��4�♦ i4 1�►'Is " 1 4►'►,'►k1►1►1►.411►/►�1.1►i� �I►♦♦ tail, 4, ) >♦i� ►♦%,,i�► ��1►'1 �',,i-∎t► 11r l: ,A,A4 .��10 I►� � ►it,♦♦ rte! 1► �'i./.�►�11 /►!�i .►t��t'�►��i� ;+�►(►'''1/► _ __ _ _ _ _♦i• ♦NOT USED ' �'►� O * '>�� G-v'!► �► '�� ' �♦�♦��f�l� " ♦♦ !►`1', � , ♦►,'��t♦�1►i-<i-,I'1�� ♦ ♦ * !.4�,►° 'iti vJk-� 41� *4..6/,��gb-48 �1♦�4►♦♦1►♦ 1 t ►♦1 i �i 08/11 /08 ♦♦i ► ►ir► ►i`�I►II►�ir♦i♦i♦i ►..ii►i♦I►i♦ ►..♦` V i ii r♦,1►♦ / ►♦ ♦♦♦rII► ►♦.i ∎-♦.-♦i♦♦ ►t►♦i♦ 1ir►..♦1rir►♦1i►ii►1►i1i► 1►♦r► ii 1i►♦♦.A♦♦1 ♦♦♦iA♦∎r♦.rAtig♦.�. �..�♦♦ lam � ►rt.� ,r♦. ?{,s_♦_♦isi:♦:�♦. _.w.•_•.w_w_w_�i_.. . ,•♦♦ii ♦i ♦ii♦ii♦iiiiiii■ ii♦iii♦ii♦iiyiiii■ ♦i♦♦i ♦iiii i♦ ii♦♦♦♦iii ♦iii i��i♦♦♦ OPENING Q1 /Q2 2009 'r-'J1y► ►,tt,�.+s►♦♦♦♦♦ t'• 4 ,��,; ♦♦■ ♦1► • ►► ♦■ ♦■♦♦�1►♦��►�►♦♦♦♦ ♦i♦♦i♦ii♦iiii♦♦♦♦♦i♦iii♦ ♦♦♦♦♦♦♦♦i♦i♦♦ii♦♦i♦ii♦i♦♦1'►.......� . ♦�� U fit•�i♦jl�♦♦ ♦1 !� ,•1 ♦O♦♦iiV♦1!►`r►A _iii♦♦♦<►.•��-♦.♦_v_/►+♦♦♦iwiii♦il►iii►�►ii♦♦♦iii♦ii♦♦♦♦♦i♦iT ►♦♦♦♦ii♦ ,,* 1 -. �1�'�,��♦��♦��i♦4►'�1♦�i11►i♦ii♦♦i♦♦i�!-!-♦-♦- •-y►-♦-♦♦♦♦♦♦i♦♦i _ ♦i♦ _ _ - - - - 1 _ _ _ _ _ - ♦♦�� ♦♦ 11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦Ili♦♦♦♦♦♦♦♦♦♦♦♦��.��♦�♦� ♦♦�♦♦♦♦♦ . 1♦�♦11►♦♦♦♦♦♦♦�+ , ♦�►♦♦♦♦♦♦♦♦�♦�i♦i♦♦i♦♦♦ ♦♦♦♦1/♦♦♦♦i liiii♦l♦i�♦♦♦ii♦�■♦♦♦♦i♦♦i�l►�►i♦♦i♦ ♦♦ ■ ►♦Fire!► ,_ '4� ♦i♦♦iii♦liii♦i♦ . • _`�_._ 11_40_♦_�♦♦� ■♦♦ I►♦♦4040♦♦♦♦♦ ►i'►t♦♦♦ii♦♦♦..►i►♦ti♦ies,,,♦♦i♦♦♦l♦♦♦iii♦lit ♦iiii♦i♦♦ +♦♦♦♦♦ ♦♦ii♦i♦l♦♦♦i♦♦♦l♦♦♦ ♦/ i ♦ 4 4 i 1♦♦♦♦ ►'�i!r! l►♦;►� i_i_._�%4_•_...........,.11♦ Olt♦/1►-i_i_•_i_i_•_i_•►,-i_�►_•_•_•_i_l_._•_._. _i_...„ ♦i♦♦ii♦/►♦ii♦i��♦♦♦♦♦♦.♦r♦..��ri.♦r♦.♦��',♦r♦r♦r♦♦♦♦♦lii♦♦lii♦i�►♦1♦♦♦..�►� ♦♦♦♦♦ i �►�►� L, ♦••••►��.�!�►��1�� ►��♦�Illt0►i♦111♦�♦♦♦♦♦♦♦ ► ►�♦♦♦♦�i.�♦♦� ♦•��i ,4• •�R'„I♦ii♦i♦♦♦♦! - - - - - - - - - - - , _ , . _ _ �!♦♦♦ii♦♦♦i♦♦♦♦♦ ♦/■♦♦1♦;►�t 1♦♦♦♦ Ih �M► ; ♦iiil!--=------------------+ - ■ - Oit♦1 II►��,��..��... ... 41716>.. ..., 1r.►��__�,��,i le•t 5��+►� v►♦i♦1/iii♦i ♦♦♦♦♦♦♦♦♦♦♦♦ 1 ,♦ ♦♦♦♦♦♦♦ii♦♦i♦ ♦i�► -�-�� ♦i♦ii♦d e ►�► J♦ii// ♦_�;_ �_��_�♦_��_��_�♦_��_�♦__, pr 1 ♦♦11►♦ - -..------► ---=-== - .�♦ii�tr�► 1i♦♦♦♦♦i♦♦ii�► ��i iiii♦P52 - ♦/►iii ••Nl 0♦♦♦♦li♦i1�►4►•�♦l♦i11 11♦♦l► ►it♦111 ♦ii=-= _. ='t__--_-_-===--I►ice /.II t1/♦♦�i♦i►�!►, ♦ii♦/►♦♦♦♦i Oi♦♦♦♦♦i♦♦♦ii'I►t♦i ►i♦i♦ii♦il♦i♦i♦♦♦i N ►♦'O♦i��O♦t►♦iliiiiit►��.�„►♦♦♦/►'�♦`►♦♦♦♦♦♦♦�I�'1►iii►�►♦♦111♦ .�_-„.,.,,.,.,,,,.,,..,,..---► -.�♦ 1►i1'♦ii♦i♦ii♦iiiiii♦� ,, ► ♦4111._ I► ,i . .----------.-�----,- �------_-----_._,_ �__ ;.��►i♦♦liiiiii♦ii♦iiii♦i�►l♦ii♦♦iiiii i♦ 1 „ ►n ♦� ♦♦♦� 0♦♦iii♦♦♦♦♦1i►i♦♦♦11 ♦♦♦♦ ♦iii♦ 1♦♦♦►O♦t♦i1-_-=-_-_—%---_-_—.-►�_- -.►.► .,.t//♦♦ ♦♦♦♦♦♦♦ii/►♦i♦♦it♦ii♦♦♦i♦♦i i♦'�►t♦♦ ►iii♦♦♦♦♦♦♦♦i♦i♦A 5/8” GYP. BD. OVER „ ►♦ - - - - - - .►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦// 1i�1►�♦♦ ♦♦♦♦1��1, ► _ -or ,�,•••• , ,.�•.- .��►,,•�,i 1, ►.!♦ �� ►.��R;�?!i♦♦♦♦i♦♦�►i♦i♦♦♦♦i♦♦ i1►�►♦�I►♦1►♦♦♦ii♦♦♦i♦iiii♦♦/ „ 10-s 1 2 ♦♦♦.•♦ 41i i .►♦�iiijt'♦i I�i♦i/1i�♦/1 ♦ Oi♦i��l, i♦♦i ►♦♦��0 11��,.4 ♦�►�i fu � 4� � S Oii//i♦ii♦,.t♦ii♦ii♦ii♦�►♦ i►t♦i �i♦♦i♦i♦♦i♦ill♦♦ii /- ►♦♦♦♦�.♦♦♦♦♦♦iii4►!!►1►1► A►4 ♦♦// O�i...♦♦ii ♦ii�l ►♦♦t t■♦♦ 1/♦ O♦♦`►♦l♦♦ ► ►♦♦♦♦♦♦♦ 11 1 Iii 1i1► /i ►41 f ■ I ►. �?i♦♦♦♦♦♦♦ .�i♦♦i♦♦♦♦♦♦♦li ♦11►♦� ♦♦♦♦i♦i♦♦♦♦♦♦♦♦♦♦ 7/8 FURRING B.O. CEILING RAFTER v '♦♦♦i�♦ �t ��0 4♦•i'�',► ��"O♦♦111► 1�� II' '►' l '♦11 ►t'♦iiiiii '1 !!I/i,., //i '�L�►t v►`+�♦ii// i i ♦ '1 CHANNELS ►♦♦i -!- -♦♦i♦♦♦i�♦ ►'F♦' ►1i►'1►ii1► ► 0�♦I�i lii�l11►♦♦�►�►i♦11►♦ Oi♦♦♦♦♦♦'►' ♦ii♦♦♦♦';111►I�►'I ��I•�►�ii♦♦♦ii ♦♦♦♦♦i ►ii♦ii♦♦iii♦I►i'i11►1�'♦i♦♦♦♦♦i♦♦ii♦ii♦i' ♦♦♦�►�►..�1♦♦♦♦♦♦♦t �►i ♦♦♦♦111►�►�♦�l�� ♦l♦♦ 11♦♦♦ ►O♦t♦/1►♦♦♦♦♦♦♦t►t ♦♦♦♦♦lit ' ,,fig i' ,4 1/♦♦♦♦iii♦ ♦iii//♦♦♦♦♦■O♦♦♦♦♦ii♦♦♦♦♦'1/t♦♦ ►♦i,•1►♦♦♦♦♦♦♦♦♦♦♦♦♦< �/- ►ii�'♦.�O•.i♦i♦ii�iil�►ri♦i♦i1/ ...,, � ,♦ii♦�i�1►lit►�►i♦II►♦ O♦♦iii♦♦4141♦i♦ii♦i'��i►,�;'i►.I►♦•_♦'AS`'0�!►♦ ►♦r li♦♦♦i♦ii♦�►ii♦♦li♦i♦ii♦i'♦iI►i1►♦♦•►;►iii♦ ♦i♦♦i♦ii' ♦♦♦►♦ i♦i♦ii♦t i�►11►i!►�►♦i1i11►♦. .�♦iii,♦♦ii♦ 11♦ii'O Oit♦11►iii♦i♦♦t►t►♦ii♦♦♦♦t∎�oe$011'�i♦4 1► t e 'iti•- .' . ' �►♦iii//ii♦l♦O♦il♦♦i♦i♦♦r��'1►t♦♦ ►1.:1A>�1♦ii♦iii♦iiiii� FRAME CORNERS P435 - ♦♦1/i♦�► ►!►!1►i♦♦♦♦ f► 'f'ii♦i// 0♦♦♦i��Iii♦i�l�1►♦♦t►�►♦♦111♦ 0♦♦iii♦♦ ►'►♦♦♦♦i♦i'1�1►•0110P 1►♦♦♦ ri♦i�►i♦♦i♦♦♦♦i♦�►♦♦♦♦i♦♦♦♦i '!'♦II►i1►C • '►♦i♦♦♦♦i♦♦i♦♦ ♦♦!♦i 1, �. c�.A„- ►♦♦♦/1i'1►'!i!+' ,t'�!i►�4l♦♦111►♦♦♦�i♦iii♦♦ 11'' 'V' '0♦t'i11►♦♦♦♦lilt►4►♦♦iii♦li,10,► ��1♦1►�i♦Aw♦T�♦♦♦♦ii//♦♦♦♦♦Ol♦♦♦♦♦♦♦i1 �-♦•♦'�/t♦♦ ►♦♦�a�i♦♦♦♦♦♦♦♦♦♦ii< WITH SHEET METAL „ „ ►♦<iC.♦r��•�•�•r•�V,.,�,,� �♦,L' ► •,�►�j►1�►'��♦i// OiiOii♦♦♦itl� ►1�►it►t►♦♦11►® Oiii♦♦ii' ' l♦i♦ii♦'�!1�'1►1►��1►♦`O'�I�'�♦' ►ii♦ii♦i♦♦i♦♦�►♦♦♦♦ii♦lit i♦i'i�l►l�'♦♦�►� ♦♦♦ii♦ii♦♦iii' 1/2 x 3 APPLIED ♦�i L - _t >♦!!4♦II P∎!► i♦♦111►♦♦�►-!►♦♦♦♦♦♦Ilk .. i'►Oi♦♦11►♦♦♦ii♦it't'♦♦♦♦♦♦♦t''4004II" '��t//♦t�►Vi►♦♦♦♦♦♦♦1/ii♦i♦Oi♦ii♦♦♦♦♦�►i♦�1►t A♦ ►i♦ I l♦♦♦♦♦i♦♦i♦♦< OR E UAL ►li r_:�- =-==---_--===- -i'4� .' �-!•L�'J♦i1/Oi�i♦��♦♦♦♦i�l� ►�!,t►�►ii11►l Oiii♦♦♦♦'►'►♦li♦li♦'III►'11►�I►Ii1 ii♦♦♦ii♦♦♦ii♦♦i♦ii♦ ►iiiii♦♦iiiil/i'l1l►♦1►i♦�►lii♦i♦i♦i♦ii♦♦' Q PAINT GRADE TRIM 'i�>'-•�,.r,-. .•�•� -..�� 0♦T►t ♦�1►�1-�i♦111►ilit'1��♦♦♦i♦''il' •li'►'Olt'♦/1►ii♦♦i♦♦t►t'ill♦iiii'''Ii►0004 ,lit/►♦i'Oi♦♦i♦iiii//i♦♦♦♦'0♦il♦♦iii♦♦♦♦'� t♦♦ ►♦ii♦♦i�l► �►♦r►ii♦il< ►♦� ;► - _ . :+ ►♦.�w�,+ ►y+vl��►♦l-�►.►_♦.l_�._♦.tl♦il�11�►1i►♦t► ►♦♦11►♦;0♦iii♦♦♦'►'►♦♦♦♦♦♦♦'111'►1�,�I►. r l∎ ♦♦iiiiit►♦♦♦♦♦♦♦♦♦�►♦♦♦♦i♦♦iiii•�..i,.♦.1►.►.1►.1.♦.ii- ♦t►��4:►►�►,14t,, i♦♦i' .l♦. .► ►_ ._A_Lt-_�i_�._�i_I►� Ot�'.�ii.+t� �iilr►•1�►♦�►♦♦��♦♦♦♦♦''11'♦�►♦'►'Olt'♦/1►♦♦♦♦♦♦♦t►t►♦♦♦iii♦i;,'li►,�i.�i1♦//♦♦♦♦♦♦♦♦♦♦♦♦//♦♦4040♦'0♦♦♦ill♦♦♦♦♦♦'�►�'♦♦ ►♦♦♦♦♦ii►oi►V'+►l♦♦♦♦t BASE BELOW M♦i"� �►...��••••1►,��►i '.1►.'�+'t►,�+!+!i►♦ill Oi�o♦n♦♦♦♦��1►�;.♦t►�►♦♦II►♦ Oii♦♦♦♦♦'►'►♦♦ii♦♦i'��►►1''1/ ►'1►♦ii♦♦♦♦♦♦♦♦i♦♦♦ii♦i�►♦_w_w_w_w.w_wa_w_w_w_/∎,L11►w_�.w_w_♦♦i♦i♦iiliii/ii' P52 �� /♦♦♦t►1►♦♦♦/► .' < � s,ti��i 1�►l♦♦1 ♦♦♦♦�I+'�iL ♦ ►! :�1►�!�►�►♦♦♦ _ - _ - -1� _ _ _ _ lit►�►♦♦II►♦.0♦♦1►♦♦♦♦'►'►iii♦♦♦♦1111 III'll l►♦i1�►1►♦�l��i♦♦iillil♦♦♦♦♦♦♦♦V♦♦♦♦♦♦♦♦♦♦♦♦♦iii♦♦♦♦♦♦♦♦♦i' „ ♦♦'�I�►I►.♦SS1MS♦1�►∎ >i>� �► I,+t♦l♦•♦••••• .•••••r♦l'►Oit♦®1►. A 0♦♦♦t't►♦i♦i1>♦ii 'II►'ll,►�►L♦1►�i�1 i�T +,1 �^�r�t♦/►♦i♦♦♦•_._._._._._._t, ._._._._._._ ._._•_•♦iil♦♦♦♦♦iiiiit 8-o A.F_F. .1�,►1,►1 ♦1►'�I►♦♦♦1j►r►♦♦♦i-♦-!-!-!-!-!-�I►-!-!-!-!-!-!♦•i1►t►�►♦♦111♦ !., -!-!�►♦♦♦i-�>-�>♦iii - ► �►.�iii♦ii♦♦ii i ♦♦II►fl'p , ,, .►wi ► ►♦'►.•1�►....�•..• ��'�i♦40', '0♦ 11► • ♦�� ♦ ♦il�► �1''I��'1�, .►►. : y�..�. _,.�;.� �.,�O. , ♦ - t i � .,Olt► , .► ♦ •• .,�►.,�i�-♦1►it 1 ♦♦♦ill♦♦♦/1♦♦♦♦ v♦♦♦♦i♦ii♦♦♦i'i►t♦♦ ►♦iilii♦i♦i♦l♦ ♦i� - . B.O. TRIM tar" 1,►i♦♦�►♦♦♦♦1► �t►•.�:1, ��,7 f.♦�` Oi♦♦iV♦♦♦♦��►♦.1��►�►♦♦II►♦ O♦♦Vi♦♦♦ ►' ♦♦it♦♦i'�II,,e,�I►�11►�ii♦ 'i►♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦ii'♦11►♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4.0 .. pw'. ��/♦♦♦11►i♦♦/1►f1'Ot'4?+'/`+;�V'I!►!►Vt v,411►i♦♦♦♦♦♦1�� I1LAtt l...�... Olt'♦,I►ii♦l♦♦♦t't►iiiiiiitI100100��'ti�♦�i1/ �♦l ♦♦ ♦♦ i//♦♦t►♦i t♦♦i♦i♦ill♦♦i'�► ♦ ♦ ii ♦ ♦ ♦♦l♦lt ,, .. - ►� ?.� ,''►'1I►l♦♦Ii ♦♦i1►'�I�►i�£+ .•{lO'�.i♦VI►iOi♦♦i♦♦i�►♦i��,�►I- - -, ,►♦♦II►1►.Oiii♦♦i♦'►'►♦ii♦i♦♦'��,�11►.. ►iii♦♦♦♦♦i♦♦♦♦iiii♦ili♦l�►il♦i♦ ♦♦♦ii♦i'i1ai�■iiiiiiiliiiiili♦ii♦il♦♦4 ,% '••4�i�'I►♦♦♦11►♦♦♦/►�►Ot►'►r.•♦4►i♦♦♦111►♦♦♦♦♦♦♦♦♦♦'�11'..i�'►'Oit'♦11►♦♦♦♦♦♦♦t►t►i♦i♦i♦♦t�''ll►'tl,��t-I,t1►♦ ww♦w♦iw♦♦♦/►♦♦♦i♦'Oi♦♦i♦�►♦♦♦♦♦♦'I►t'♦i ►i♦♦i♦ii♦♦i♦i♦♦♦♦t c:/�� ,1 PAINT AS ti ►♦i"►'1!/♦♦♦1►♦il♦1►'�1►♦��i-r► '31, ►♦♦ill Oi♦♦♦♦iiii�1i1►♦ !t►�►♦1111♦ Oi♦ii♦♦♦'►'►i♦ilii♦'III►'ll ►11►i� '►��'T♦'?-1�Oi♦♦l♦♦l♦�►♦♦♦liiiliiili'♦11►i�►♦l♦ii♦♦♦ill♦♦iii♦' '♦i'il�,4/♦fit►�►♦ ♦/► �'ON ,1 't!►i►4: ♦ 111►♦♦♦it♦t♦♦♦ 11'♦∎♦'►'O♦t'lll►lit►♦♦♦it►t►iii♦♦♦it 'll%' �'�i♦�♦//♦`• V`Vly♦♦ii//♦♦li♦t♦♦♦♦♦♦♦♦♦♦♦i'1►t'♦♦ ►♦♦♦♦♦♦♦iii♦♦♦lilt SCHEDULED, PER B ►♦147'1tJ&S♦♦ 1► i1i►♦�►wI'�►•s�'d♦i//0i1♦♦♦♦♦ii�l0�►i♦t►�►♦♦1I►♦ 0♦♦♦♦♦ii'►'►ill♦♦♦♦'�II'��!�/�►I►♦4►i ♦♦i♦♦l♦♦♦♦i♦♦♦♦�►♦♦♦♦i-♦♦♦♦♦♦ii'11I1♦1'i ♦♦♦i♦♦♦♦i' M��,1► ►_♦- �►��.01,;�1 ►�a*<►t� ♦1U►i♦ii A♦♦l♦ 11'♦ ♦'►'O♦ 'l'i► ♦♦ ♦♦♦t►t►♦i♦ ♦i►I� i� / ♦ ♦ / ♦ ♦ ♦ ♦ ♦ '� ♦ v$NNt..sw#.sw• :.. ...... i _ ...��- ►♦ ♦' t��i♦// O♦♦��►!►♦1��1►♦♦i►�►♦♦111♦...,:.,0♦♦♦♦♦♦♦ ► ►♦♦♦♦♦♦♦'�!i►.,� �1►.�i ►♦�►l�►♦♦♦♦♦♦iii♦♦♦♦♦l��•i�♦A�i��t w�w■♦�w�w�♦��►i,♦�I►l�� ♦♦ - 7.411V. . �,Oi , 4,u., ♦♦♦ I ♦♦� I♦♦ ♦♦ 1♦♦l ■►O♦t♦ I ♦♦♦♦♦♦♦t t ♦♦♦♦♦lit►.�0 ♦ ♦ / ♦i♦i♦♦♦ ♦♦♦l /♦♦♦♦♦'.�_�_ ♦i ►♦i,___--_---_-_------N-----___ i .- _ _-►V♦i1► Oil , , 4 ., l , ill i♦ 1►♦ Oii♦♦♦♦♦ ► ►i♦i♦ii♦ 11 ► I 1 i ti ♦♦l♦i♦♦ii♦♦illil�■ii♦i� i♦lilt♦ii♦i♦i♦iii♦ii♦l♦i♦♦li♦t iiiiiiiiifiiiiiir ♦♦ ,.�-------------____-- -, O< � � *�♦l♦♦ I ♦�♦!♦ _ - _ ♦♦ 1♦♦♦ ►Oit♦ L ♦♦♦♦♦♦it t ♦♦♦♦♦lit �� II►11 ♦/►i� ♦♦♦♦♦♦iii/►♦♦♦♦♦t♦♦♦♦Oi♦♦♦♦♦♦♦♦♦♦it„ . � �.� ► �►+ 4�.►♦♦♦1140♦fit ♦.40 ,111 ►t►♦♦111♦ O♦♦♦♦♦♦♦ ► '�11►'II►�I►1,1► ♦ � ►♦40 ' ♦111►ii/i1 O ♦♦ 11'♦♦l' '♦11► ►t► /1►►III�i1, ♦/ ►♦♦♦iii♦♦♦♦♦♦♦ilk: .:�_.: :7 77 7. :4�:.�.; . ►_ „ ►♦t'♦♦iiiii♦♦♦♦<►♦ ',* .•!►?�1�► // Oi♦♦i♦':►-1♦1��1►♦♦t►�1♦♦111® Oiili♦i♦4141♦♦♦♦♦ii'1II►►I411.�♦/►ii♦ ►i♦i♦♦♦♦ii♦i♦i♦♦�►lii♦li♦♦♦iii♦♦♦i♦♦♦♦♦i♦♦i♦ii♦♦♦ ♦♦' o s A.F.F. 'lit ♦♦♦♦ ♦♦♦♦♦i'ti►��4.41;. '•w 'v►�i t-`. X11►♦♦♦♦iii►ii♦ 11'♦♦l'O'O♦t'♦11►♦♦♦♦ ♦it►t►ii♦iii♦i1;►'1�►404,�i♦Ili♦♦♦♦♦iii♦♦♦//♦♦♦♦♦O♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦li♦iil� ♦t!►ef t, •?, �;?��1!` •i�►♦♦ ♦ 'F1�).'TI 1/,�r�r♦r�r♦r♦r 1" I1►♦♦t►�►♦♦II1♦ Oliiiiii♦ ►'►liii♦ii'i��►o0,,..,►I�1►l♦♦lilliilii♦♦♦l♦♦♦�►♦♦♦♦liili♦ii♦hill♦♦♦ii♦lil♦i♦♦il♦♦ T.O. BASE ♦♦_!_r�_t:::,!_�L._ ►_�1-�1_� _ _♦.ti ► �ir ♦V y,111. - -• - 11♦♦l'►Oit+414111*-7VAA''''"t4L.L. &'4IL♦ i♦♦♦♦ ♦t►t►♦♦♦♦1'►♦♦t 40.%�41'►1,-1�t/ !�►'►i♦i♦♦i♦♦♦♦Ili♦ii♦Oi♦♦i♦♦♦♦♦♦♦♦♦♦i♦♦1►♦l♦♦i♦♦ii♦iii♦♦t ♦`+' ?T.T-.T�T.♦� 1,...,,1,♦�,`�'►13�1�,♦t'<//�!-V-!-♦-V-V- -V_V_!�1►♦l ►� ♦♦ _ _!♦ ►'►__♦ _t�l-i-i4.1 6�1.11P1 'J∎i. :..�i♦iii♦♦i♦♦♦♦iii�►l♦ii♦i♦liiii♦ ♦♦♦♦♦i♦♦♦♦I►♦l+iiww♦♦' �_�j� .. _ . .�'♦�►►�=4i------ ----- �i��.••tli♦♦♦♦♦♦♦1/♦♦♦♦♦0♦♦i♦ii♦♦♦♦C,►ri \��.r�r. . ,.t.r r�,aT.* ,..t 1l< ♦♦t�,1i.!i t► ti♦♦♦♦♦i♦♦� 3 ii�'i,i.•••�••� ••�1•'V_4 .40II►♦ ---.-_._.._4.41.1__► __-_- -.► - _ _ - .:♦♦♦i♦♦♦♦♦♦♦♦lit►/►♦♦ill♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ ♦♦ ♦V�►'i�V'�V►�i►♦♦ P52 - i►+i► ►ri1►'�►iiil♦ili �►♦'i�' i�►li♦♦♦♦i1/♦•i♦♦'Oi' ,'0 O♦t'i111'.'I=-=— =.'t 4444_=4444_ �j�'�I�♦��►♦7♦♦♦♦ii♦♦l♦I►ii♦ii Oli♦♦iii♦ii♦ii♦li♦1►♦♦ il'•Z' ,ii♦liii♦< (E) COLUMN ►♦ t►il.�t►t► !! Nl!•li♦i'� �i • i•�R�►1♦t♦♦♦♦♦♦ ♦♦♦it►,♦►1/-_�►�►♦♦111♦1►_!►.�_________ _.►4 ________4444_41.._3�►_�._�►�l.�,C► ill♦♦♦♦i♦♦♦♦iii►♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦iii►♦♦♦♦♦♦♦ii' ♦iii C',)►►'�►�J'��'3►1'�i► W♦♦♦t►•''V 44 IW 4►4i�►♦♦♦♦♦♦♦♦1.►♦i♦♦'O.i►�,►0♦t ill►♦♦♦♦♦♦♦ ►t►♦♦ ♦♦♦♦I w♦�♦%%i►♦♦♦lit►♦ ♦♦ill►i♦♦♦♦0♦♦i♦♦ii♦i♦♦ii♦♦i♦1►♦♦i♦♦i♦ii♦♦l♦ii< �ilf►• ♦:►,'!��}!'�i � '` �►i♦♦:t►`•�,!� T'�•��1 ♦♦,��r�t.viii♦♦ 44,4* ►i♦II►♦,♦��♦♦♦♦♦�i►'�i�♦��►��♦�♦�ir►�i1/��!il♦iilii♦ill♦li♦ii♦�►i♦lit►i♦li♦liili♦♦i♦i♦♦i♦ii♦ii♦♦♦♦i' ♦♦♦4 4- t' 1�� '�wii1l°'t4 41/44∎ _i.rwi♦ii♦ ► ♦11- - - - - - - - 1,i - - - - - - - - - - ,►♦♦4040♦♦♦l♦♦ii/►i♦iii _♦_+_+_♦.►_+_+_l_+_+_+_+_+_+_+_+_+_AI►- 4 ► ?,, IR►'4, ' a ,, ►,' I ', 1CU►,iI�C;,►�, I�.i.'I� _ a►♦r '∎41, ♦ i♦<► �;.1,►�►i♦Ii►1►1,fi ► "40♦♦ iii ♦♦♦ ♦4,i• tints t, _ ♦ ♦♦♦�♦i♦♦♦♦♦ii♦�- __ v_ ■ _■__ ♦♦♦i♦♦♦i♦♦�►►♦i ♦♦♦ +�►�♦ 4�l,�y�l►v4�►♦♦1►►141;i _, Ii►rf+i�►♦♦ilil�♦i♦♦�♦��1�;'!, 11♦�ill, 1♦�.♦it t �►♦♦i♦�♦1/�,♦V♦..♦ .©�t'�... � Oil/►♦liii 1 ♦♦• - ♦l♦li♦l♦♦iii♦il♦♦♦♦♦ ♦iiiii♦�1, ♦♦�♦♦it _ ♦♦♦♦♦♦W r!�T ►♦♦♦t♦♦♦�►�►; ,w...i� �� ♦♦ I/♦�, � ♦�♦,��♦♦l♦♦♦♦♦♦1�,,�C�1/ �►♦�•Oi�4��i ' ♦♦♦♦♦♦♦♦�■i♦1►♦♦.►� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ii♦i♦♦ii♦♦ ii1►�►l♦♦�I� ♦♦♦♦♦♦♦/�♦�� ijr!�♦�►l♦i♦�+ I .3�•�►il t�;;� 1♦♦♦ _ 0♦�_�� it♦♦i♦♦ii�Il - _ ♦lt (� 11 41-„,,is.' 1►♦♦//♦l♦♦♦ �4 i�♦♦ii♦ii♦♦♦♦♦ii♦♦♦iii♦♦♦♦♦♦♦� PROFESSIONAL STAMP: B PLAN A ELEVATION! ►♦�, Atli�r�TJ�,♦l♦l♦♦i♦__♦ t♦♦♦`♦1111♦ii♦t _ �•� ♦♦i♦ ►�►♦t V47'►♦♦l♦i/i♦t♦`♦�v♦�►iii' V+��► ►�"�yi♦♦ ♦♦l♦iii♦t‘1,71-, >ii♦ii♦ii♦iii♦ill♦♦♦♦il♦ii♦♦ ♦♦t ti♦t _ _ ► ♦ ♦ii♦i♦♦�►1►� ♦i♦i♦♦♦i♦♦ ♦�i . ►Oii♦i♦i♦ ♦♦♦ ♦♦ ♦i.♦_l_►_♦_i_♦_♦_♦_ita►i,�►♦♦♦l♦li/ ►♦ii♦♦♦♦l .♦♦i♦♦♦♦♦♦l♦♦♦♦ll♦♦♦ ♦♦i♦ ♦l< �►t�� ♦♦�♦�'♦♦♦♦♦♦♦i ii lrJ'1.t_��_i_�. •_♦_r►_��_♦_�►�� ►.�►i♦♦iii♦ ♦-►. ♦ii♦i♦l♦ii(► .. .. . _ „ vl'♦♦♦♦il♦♦♦♦♦ii♦il♦♦ ♦liiii♦♦4040♦♦il♦il♦li♦♦♦i♦♦it' ♦i' i i.. i i.�,►�.i i i i i i i i i i i i:.. !!!•!!•!!•!•!•T!!!!•!r 4►! ►i i i i i i i i i!► i i i i i i i i i i i i i i i i i i�i i i i♦ i i i:��i i i i i i i i i.!•i i i i i i 1►•i i i i i i i i i i i i i�i i_i_i •• ►.?►'ttt t♦ . ,1A1►At1�►�1 ,, . ,40♦♦♦♦♦♦♦ ►♦V 1►►♦ >♦1►♦ . ♦� ' -f'►�:�. <►♦1+�l. '►T,►�►♦� .=1►11i♦l♦i♦♦�►1i4► ♦ t ♦�si ' � "101r.�►♦►♦♦. ♦♦i♦?t►. .♦♦1♦ .1>♦ii♦i♦i t'i♦i♦♦1♦ �t v� ►1 ♦ ►,►♦♦ I ,� �1 < �♦♦iii♦♦t - - - - - - - ♦� �♦� �� 1 �> l �. ► _ ■ 1, 1 ♦� , ► ►♦♦♦♦♦♦♦- - - - - - - ►♦. ♦ /4t ,1 . 111, ► , � / ►.I 11► . � . � 41 ♦♦♦ . - - - - - - , ♦I!♦� NC A FURRED COLUMN KIDS/BABY 041°1'1►1►- 0♦��.1 �►t►•�►�►i►1►�►'► ► .0,1►♦l♦i♦♦ii1►♦♦�,►�,*.♦♦�►♦ !♦�►� 't►.�`�!'► t��l► 1�«�i v.'►♦�►-�-t x.11-♦i♦ii♦ �►♦♦ ♦♦♦�►i ►- 'I►-��-I►!►�►-t t•J,', _' t1.�0! ��►♦♦♦�iti♦♦♦♦w�+�+♦♦♦_-♦ ,A ' A602_1 t �I►r�►rii ►�►♦♦ ► ►'r�►i►l/l♦��1r/�rirr►'�►wi♦♦♦♦♦i��ir r�0,�tr r��rr r♦il�►�rri r rirr►r�►ri rir rir�►r(i rrV�ir�►rrr`►r'►rrr rr r♦�ii�r♦rt►.'�'Lr♦,�iirr�r�/�tl►i►r'►r`►'I►��►r�1♦r1�►r`r��►r♦ri►r/►r/►r' ►r♦r�►r♦r♦♦r♦rirl►rir♦r�i/♦r��'i.'S!�♦��//-�-�ir♦�� • • ,► _ _ _ _ _ _ _ _ _ _ _ _ ♦ _ _ _ - - - - - - - - - - , - - - - - - -- - - - -10, _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - _ _ _ _ _ _ _ ♦ _ _ ♦ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ ■ • ♦• ...��.��. ...... ..��. . ••..• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦►♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� < iiililii♦ ♦♦♦♦♦♦♦♦♦♦ill♦♦♦♦♦♦♦♦♦iii♦♦♦♦ ►♦♦l♦♦iiiiii♦♦ii♦♦♦iii♦4040♦♦♦i♦iiil♦♦ ♦♦♦ ►i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦l♦♦♦i♦ii♦l♦♦li♦♦il♦il♦♦l♦♦l♦♦ii♦♦il♦il♦ii♦♦ii♦l♦♦♦+♦liw♦iii♦' ♦♦♦♦♦♦ii♦ �►♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦iii♦♦♦♦,,►4040♦♦♦it. �►�� . . ►, , ♦♦ ♦ ii ♦l♦i ♦ w_w_ _w_w �!!► . 1!► ♦♦♦il♦♦lli♦i♦♦♦♦♦♦♦♦l♦♦♦♦ ♦il♦♦l♦ii♦�►♦il 0♦♦i♦i♦ ♦ili♦♦♦i♦♦♦♦♦iiiii♦♦iil♦il♦ ♦♦ ♦1►♦i♦♦♦i♦♦i♦ll♦i♦i♦♦ll♦♦i♦l..__♦,' .: . t♦♦♦i< ♦♦♦ ♦ ♦♦ ii ♦ ♦♦♦�C �,. * i+� ,i♦ ►♦i♦!-w♦♦♦♦♦♦iii♦♦♦♦♦♦♦♦♦♦i�►♦♦♦♦♦♦♦♦♦♦♦♦♦�►liiliii ►liiliiiiii♦iii♦i♦ ♦♦♦iii♦♦ii♦♦i♦iiiiii♦i♦ii♦ii♦ill♦♦♦i♦ice ♦♦♦i♦i•♦i►VSii♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ i♦♦♦i��•. .....1 �►�dt� ♦♦�♦i♦ .�►♦i!♦ ►♦iii♦i♦♦i♦ii♦il♦i♦l♦♦ii♦♦♦♦i♦♦0♦♦i♦♦ ♦ ♦♦il♦il♦♦♦♦♦♦ii♦ ♦ / ♦ ♦♦♦� 4s,7 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦i, ♦t♦♦♦♦♦!�;►1,1 . +♦r♦♦♦ , , , ,r. , ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ /♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦R1►♦iii�i wit►♦i♦♦i♦♦�,♦♦ �w�w�♦��♦�w��:.�I ►♦♦ it♦♦<<� ?. . �� all♦♦i♦♦♦♦♦♦ ♦ill♦♦ii♦♦♦l♦l♦� ♦ii♦♦♦ ►♦♦i♦♦i♦♦iiliii♦t►♦t►ii♦♦ ♦ii♦ii♦♦♦♦i♦♦i♦i♦♦♦♦i♦♦-♦-∎ ∎..—�-♦-♦-1-♦♦ ♦iii♦�♦♦II►♦♦�! ♦!1140♦ ♦♦♦♦♦♦♦♦lit 1♦♦♦♦♦•1 �►,�� chi♦iii♦♦t, -...- ►iv...i►. _1_uii/i♦♦ii♦l♦i�►♦♦i♦ii♦i♦♦i♦♦♦4040♦♦♦iiiiiiiiiiiiliiiii♦ii♦ii♦ ♦♦♦i♦♦i♦♦1/iiiiii♦♦liii....�►....�:►V♦♦.i��♦��4.4.1'<►t�I ,►t►i� IN E, A ♦♦♦♦♦♦♦♦♦i oa.._,._.._.._. V_M►_l.....� •_• • , ,►♦li♦♦f'A ', Vii: 1' ''' ' i♦' �- - - 1 , , �.- ,►► ► .�►► �! ►♦♦ , ► ►Oi►,w:w► ►•,l♦♦iiil♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦/►♦i♦♦♦♦♦♦r Oii ♦♦iii►'+.►.''+�0. ,.1► ii♦ ♦♦iii♦♦♦♦it ��.� ..�.�.�.�.►� ... ,► / ♦♦♦♦♦♦ , �►Ci►ti��l�,♦♦♦�ir.r♦Aye . .�� ♦ ♦♦ ♦ ♦ i_♦_ 'R♦�!►,0!!►�R►1i► l 0 i i ♦ ♦i ♦i i ♦ii / ♦ 1111 • �► .,� at ♦♦i♦ii♦ii♦1► _<< .__ t ►♦♦li♦♦t- �y► lii .., �► s♦ ♦♦ ♦ ♦♦ ♦♦♦ ♦ , �, ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦i♦iili♦4040♦♦i♦♦ /♦i♦♦♦t♦♦i♦♦ii♦♦♦i♦♦ ,•�,.,,♦lii♦ I►v� 1 t v a♦ ♦it ► ►• ►i♦♦ ♦♦♦♦i1►♦♦♦♦♦4040♦/iill � t�.V�t ♦♦♦♦♦�►♦iii♦♦iiiiii♦♦l♦il♦♦♦♦♦♦♦♦♦♦4040♦♦♦♦♦iii♦♦♦4040♦♦ ►l_♦_♦_l_l_l_/►_l_l_♦_l_l_♦.M._l_♦.I._.iliiiii�l►l/i►♦il♦♦ '` 40'0 ♦♦♦i♦l♦♦♦♦� ♦♦iw►♦�w�w�♦�♦�wi� /A,Ili♦l♦♦ri►V��►ii♦t►♦��iiii�iiiii♦♦♦♦i♦l♦i♦.'�►'A♦ii♦ir♦M1i►♦♦ii♦♦♦i♦♦0♦♦♦♦i♦♦4040♦♦l♦♦♦♦♦♦♦i♦♦iiiii♦♦♦♦♦♦♦i♦♦♦♦1/♦♦i♦l�................•►•1♦i♦♦i♦i♦i♦♦♦♦♦♦< !� ♦♦♦♦iii♦♦♦/,�� =-- ---- ♦ , ♦iiil♦♦i♦♦iii♦i♦ ►l♦♦iiiiiiiill♦♦liii�-�►_♦i♦�1i_11'.:44-1T 1.': �yii♦ii♦l�►♦ii♦♦il♦♦i♦♦i♦♦♦404040♦li♦l♦♦iii♦♦♦i♦♦lil♦♦i♦♦ii�►il♦♦i♦�>♦l♦��s�1.�►♦l 1♦li♦l♦ill♦i♦♦4040♦♦' ♦♦♦♦♦♦♦♦♦♦� ♦ - _ _ ! _ _ - ♦� i ♦♦♦♦♦4040♦♦♦♦♦♦♦♦♦� ♦ i �� r�,��1 ♦ w_w_+_w_w_+_w�_+_w_w_w_w_w 1 6_�►_1►_ ►_♦_�► �•,�� _�. �♦,�.,_<►.� 1 l► ♦ ♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦ill♦ ►.. ♦♦ . , ♦ ♦ i ♦♦ /♦♦4040♦v_-4774._- _.�,_o_o___A__Y ---w-_ - - - ♦ ►♦l♦il♦♦♦♦♦i♦i♦ t i �I►••. ,,••r♦►� �♦ ♦♦♦♦♦♦♦♦♦♦♦li♦ ►♦♦♦4040♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1/♦ iii♦ (. •41) :�.�►i�,t i+♦♦t►♦♦♦♦♦♦♦••••'i�'•�1►•�i�•••••A♦♦♦♦♦i♦♦ ♦♦♦♦♦♦♦♦l♦l♦♦♦♦��_._ _• •��• •`��.,�'♦'�-r�►♦♦i♦i♦i♦♦♦♦♦iliii' ♦i♦♦♦♦♦lilt ♦♦♦♦ 1 Milt 1 ♦l♦♦♦♦♦♦♦♦♦♦♦♦♦♦i.♦ill♦♦♦♦♦♦♦♦♦♦♦♦1i111►i♦il�i♦�i♦♦�r�+►i►V+, ►•+ 'Vi►'►•i►il'Oi♦liii♦♦ii�'�►t►♦i ►404040♦♦l♦ii♦♦i♦ ♦iilliill//♦♦♦i♦®♦t'♦♦♦♦♦♦4411♦'►t ie41 4►♦♦i♦l♦♦i♦♦♦♦♦♦♦t ♦i♦i♦♦♦♦♦♦1 '�♦�'i�'lilt!♦ '�lli♦♦♦♦♦♦♦♦t♦♦♦♦'►♦♦♦Bill♦♦l♦♦♦♦♦iii ♦it>�ii1 ♦♦<�'+1:&-*'I1>O Oi♦♦♦♦♦t►♦♦♦iii♦♦♦♦♦110'♦♦♦'1►♦♦♦♦♦♦♦♦♦♦iii♦iii♦i♦♦4040♦♦♦♦♦l�►l�♦♦..t►�♦..�♦�♦....�1A464 0.41 k=••��11♦l♦l♦♦♦4040♦i♦♦i♦il' ♦i♦♦♦♦♦il♦1 ♦♦♦♦ I ♦♦1..1 ♦♦♦♦i♦♦♦♦t♦♦iill�, ►_♦_♦_♦_w4►_ ....4. _♦A._♦_♦_♦_,►_♦_i_�►_♦_♦_♦_♦_♦ 1 ►4 ♦ I , , ♦ 1 ♦♦♦♦♦♦♦♦♦♦ I � lii� 1it;e / 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1`. - - r�� w•�► �. �► 11 I w-�►r�� c�•.�.�1t..► ► E�►ail►,�� ►1 ��i . ARCHITECT INFO: . ► � �..�...► �►•.��.�r . • .,. I ♦l♦ I ♦ i♦ . _ - _ -O . � �'llii♦♦♦ ♦♦♦♦t ♦♦♦♦♦l♦♦t ♦♦ I ► ♦ ►♦♦i♦l♦♦l♦iii♦4040♦♦`♦♦.► ,I, ♦♦♦l! i ♦♦l♦♦♦l♦♦♦♦♦l/ll�♦1._ .v��1��1♦♦ii! '•I►��'Cl��t'�i� ►m '�►�'-�ii'Oii♦il♦♦♦♦ 0, iii' ►il♦l♦♦♦A - t► -�- 11 ♦♦ ♦♦ ��e ► 4 -1 1 ♦♦♦< ♦♦♦♦iii♦♦i►0ii♦i 0♦♦♦r t ill♦♦♦♦♦♦♦♦♦♦li♦ �� , ♦ , , , ,r. ♦♦f ,ni►' , �♦ 4040♦♦ ♦ ♦♦♦ iiil'�►it,�, I, ►1,,,1, i♦ ►♦♦i♦♦♦♦♦♦♦♦♦ , ► ► ►� ► ►♦♦♦♦♦♦♦♦♦♦♦♦ �i♦♦♦♦1��►♦♦♦�1♦♦�r ►' ►i►�rr ►�i,►�!!►�'el►♦♦t ♦♦♦♦♦♦♦♦♦l♦ I�♦�!►♦ II■♦i♦♦i..ri♦♦il♦ _ v t ♦♦♦i♦♦♦♦♦ii♦�►♦♦♦i♦ii♦♦♦♦1,1 �I,► 1I�►•.►1/►♦♦i♦li♦iii♦♦ii♦♦♦ ♦♦ill♦♦♦ilk ♦♦♦♦ ,1, ♦liil r ♦♦i♦♦♦♦♦♦♦♦♦♦♦♦it. ► ♦ _� _`►*4. Ai, ∎� 4 a *. .4�_�._�►4 ♦ 1 ��'i ►,-/poi , 1 ► / ♦1�♦�l,.li�♦..♦..mot!_��V-.� - - - ♦t�140♦��♦♦ 1 �L v�► ' iv.,,t ►iii O♦i♦♦iii♦i♦t - - ►ii♦i.♦i♦ii♦♦i♦'1�►li►l♦iiil♦ /♦♦♦♦i tii♦♦iii♦li♦/ I ♦1♦ ►i/i♦l♦♦♦♦iii♦il< ♦♦♦♦♦♦ ♦♦♦/ t♦iii 1♦♦♦♦ �,�♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦ -------------------1--�--- � � �.,► ... �► ► 410'- -lit �I► ► �� 1��,,I i , ► ► ►♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • ►♦., ♦♦♦♦♦♦1:� ♦♦♦♦iri♦♦� ♦♦♦♦ill♦♦♦♦ •.• I ♦♦ . ♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦li♦i♦♦♦♦♦♦♦ ,I .,, /♦/► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦i♦ii♦♦♦it ♦ii♦ ♦♦♦♦� ►,,♦♦ii♦i♦♦♦iii♦♦♦i�♦1►®♦ ♦♦♦♦♦♦�►♦ 1�•.r''►i i�•.• ♦♦ ♦lid►�v ♦ ♦♦♦♦O♦♦♦i♦♦♦ ♦♦ '�►♦li'�►•.�♦♦ ♦♦ ♦♦ �♦ ♦♦ ♦ I► ♦♦ ♦♦ ♦♦ ♦♦♦ �1�,��n I.� 1 ♦♦i♦♦< GreenbergFarrow ♦ii♦ii♦ii♦�►t♦♦l� 1i♦♦♦ ..♦�♦�♦�♦�♦_♦��l;►�11►�'Alill♦ ♦ ��►, +.. ♦ ♦ ♦♦♦ ♦♦ , ♦ , , I,,► . ♦ ♦♦ ♦♦ ♦ ♦ ♦i♦ ♦♦ ♦ ♦ ♦ ♦♦�,�+►,.1�,,1 .�♦ ►♦l♦♦ii♦♦i♦ , ♦♦♦♦♦♦♦ ♦l�►� ♦ ♦♦ ♦♦i♦1 1 ' ' w vA C t ♦ ►♦kr®♦®lr♦..r1►®®,∎416.4,�♦�♦r♦r♦,k.A..I.♦.1 . / ♦ , ♦♦iii♦♦♦♦♦ ♦ill♦� ♦♦l♦♦iii♦♦♦ 1 ♦♦♦ I >V♦l♦♦♦i♦♦iii♦♦l♦i♦♦40404040♦♦li♦� ♦♦iii♦iii♦i♦ ,� ► ♦ ►♦iiliii♦i♦li♦♦♦i♦ . 1► i ♦/. _ _ _ _ _ _ _ _ - - - - _ �, >♦♦ii♦�ri4►� . w!!I ♦♦♦♦l♦Oi♦♦i♦ii♦lit ►♦ii ►♦iiiii♦ill♦♦iii♦♦i♦i♦ii// ♦♦il0i♦l♦♦l♦♦♦♦♦� II►1 ♦1►♦li♦♦♦♦ii♦♦ill♦ ♦♦♦♦♦♦i♦i♦♦/■(► ------ ♦. iii♦♦ t�'l `!♦i♦♦♦ r ilti* Q, �� .,� , , ♦ ► / ►♦♦.♦♦♦.♦.....��►•� ►�.� ��1/►♦i♦i_ ♦♦ ►0�3 � '►�►•till♦/►♦♦♦♦♦♦♦♦♦♦i 1114♦♦♦ II♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦�►i♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦ 040 I►♦II►♦'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t 1430 West Peachtree Street, N.W. ♦♦♦,. .�li♦♦♦♦1 ,t ♦__ __ 4 li ♦♦♦♦♦♦♦v�► ,t►V�►'0♦l♦♦�,♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦1 i►��Ot�i♦ ♦♦♦•i► 'ii►�lr�►►vl♦♦il'Ol♦♦i♦i♦iiit'�►♦ii'� ♦i ♦♦ ♦♦♦ ii ♦1/ii♦ii ♦iiiii♦♦l♦l�i�-��►11��11•♦1► lli♦♦ l♦ i� / ♦A♦♦♦♦<'� , ♦♦♦♦♦♦♦�♦♦l♦♦♦♦♦ 4 ►♦'V/►♦'�G♦��i♦♦♦♦ ♦♦iiiii♦ ►i♦♦i♦i♦ii♦i/I1'♦♦♦'11►i♦i♦i♦♦i♦♦♦i♦ ♦iii♦♦i♦♦♦ ►♦♦l♦l♦♦l♦♦ii',�I►"�I►'II�01►♦'♦♦♦l♦ii♦i♦l♦♦i♦♦' suite 200 �w... �._A�♦.... Aw.♦.►.► ,�I, ♦♦i♦iliV'♦♦i♦♦l♦♦ , 1 ! ��i _�_ •, ' �. ►� �� 111, 1► ,♦1►li♦♦i♦i♦liil♦♦i i♦ . •• . _ _ Ty. ,., �►,. ♦i♦i'O♦ ♦i♦ii♦♦♦t ►♦♦i ►♦♦i♦♦♦♦i♦ii♦♦�1►♦♦♦♦iii♦i/►iii♦♦�i♦♦♦iilili♦� I .O♦ ►i♦♦ii♦♦i♦♦♦♦♦i♦'1 ♦11 ♦♦♦♦♦♦1•`. WHO./ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 •.�•� ► , , I► ► .,� ►.�/►,.•, I , Atlanta, GA 30309 ► ►♦♦ii♦♦♦♦♦♦♦♦♦♦♦r♦ ► . 1►♦♦ •♦♦♦y� L♦� ► �w♦it ♦♦iiiiii♦♦♦♦ I ♦♦♦ I ♦iil♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦l♦♦♦♦♦♦♦♦♦� ♦♦♦ii♦♦♦♦♦♦♦ I. ►�, ,/ //♦♦♦♦♦♦♦♦♦♦♦♦♦♦il♦ ♦♦ 40,1 i♦♦i�. Aega_..l.._._. aragrk,_..1 ♦♦♦ii♦i♦iiii♦♦i♦i, 1 ♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦,,!��►♦♦♦♦♦♦♦':• ;►t, •��+, �1. .,♦♦'0l♦♦♦i♦♦♦♦♦t'i►♦♦i' ►♦♦♦♦♦♦♦♦♦ii♦♦♦♦♦♦li♦♦♦♦1►i♦♦♦♦0♦♦♦♦♦♦♦♦♦♦♦�i;,�,► ��„1� 1♦ ►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦< ♦i�.r♦♦♦♦ ♦_ _♦_♦♦__♦♦ ♦iii♦♦♦♦♦♦♦iii♦♦♦ ►♦iiii♦♦♦♦iil♦♦♦♦♦1►*.* 11•► ♦♦iit, + �'A'�+►1►(rl♦i�►i♦ii♦i♦ii♦i/i 'ii♦'11'i♦♦iiilli♦♦li♦♦i♦i♦♦♦♦♦♦iiiii�►ii♦iiii♦♦♦li''! ►�!1�►'1►�1//♦iiiiii♦♦♦♦♦♦iiii♦' t. 404 6014000 f:404 6013980 ♦♦♦♦♦♦♦♦♦iii♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦ill♦�' 1► 1►♦ ♦� ♦11,44' ♦ '� ♦ '�► ♦♦w_w_w_w .t►wwi ♦:� /► ♦ O �'! ,-� �� -♦ 1 ♦l♦i� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ iii♦♦♦♦♦♦i♦♦♦♦♦ �• �♦�♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦i♦ ♦♦ii ►♦ , ♦♦♦♦♦♦ ,� �y �, : �R, \ ♦♦♦ ♦♦♦ ♦ ♦iii♦♦♦♦♦♦♦t,.► � I,�� i♦ ►iii♦♦♦♦♦♦♦♦ , ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦ ►1►v�► ♦♦♦♦ Ij►�l►�+i►♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦111♦♦♦ 11♦♦♦♦♦♦il.•••O '� !� 'Oi♦♦♦♦♦♦it►♦♦♦♦♦♦♦♦♦♦♦♦ 1► /1/ 1�1, /►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦i♦♦l♦♦♦ili♦i♦♦♦♦iii♦♦i♦♦♦l♦♦#it♦♦l♦♦�,i�►♦iliii♦iii♦♦iill►�0��i�llil♦♦i♦♦ll♦♦i♦l♦Ol♦l♦♦liii♦t' ,ili' ►♦i♦♦l♦.i♦♦ii♦t1r..ir♦♦1►♦ii1►♦l♦♦i Oli♦♦iil♦ii♦�� ►'il��i ♦1►ii♦iii+i♦♦i♦wii< ♦♦♦♦♦♦♦♦♦iii♦ii♦ ♦♦♦♦♦♦♦♦♦♦♦�►;�►�1!!�:- � ._,.i♦�♦♦ ►1 ♦ 1►•♦ ► 1.♦_ir_♦_ I► ♦ ♦ ► ►1 ►•�/ 1 �_ - , . . , T ISSUE TYPE: ►C gill♦♦liil♦♦♦♦♦♦ t ►♦ Vii♦'l�►1!'0. �l AAii♦� ♦♦♦♦ii♦♦♦♦♦ I I ♦♦♦♦♦ .1ii♦♦♦♦�♦.►� ♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦it'i♦♦ 1 I ♦ /♦♦♦ _ _ _ t T r1��,t► ,♦♦ ♦♦♦♦♦♦iii• Al l♦ ��♦♦�l�►��♦�♦....�♦iir416 ,Ali ►,��,.,r'�- ,►i, 1 ►�♦ �r.� ► .. ♦•► ►� ►� ,� ,► _ � ►,i►, i > .. -,+� r, . .. ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ► ►♦ ►♦♦♦ , _♦ '1 T „ 1t ♦♦♦♦♦0♦♦ill♦ , . ♦♦t .••. ►♦♦♦♦.►♦♦♦fill♦♦i7��♦♦♦iii/►♦♦♦iitiii♦♦♦♦♦ I ►,e,1� ♦♦1►♦��♦♦♦� : +ir� y�4y+�+�l♦< ♦i♦i 4014 - ■ _ _ _ 4 4 4 4 iv .. - _ _ _ - - _ �C■ ..• ,. ,., w .,, ►• �. i '11 A ► ♦ 1 1p ♦ ►_�_�. � �� i.., ♦ I LANDLORD/PERMIT/BID 11 13 08 ► ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111♦Al/►♦♦ ♦♦♦♦l�!,♦ ►1!t' '�i�► Aii♦� ♦♦♦♦♦i�i�►♦ ♦♦ I►ii♦ 11♦♦♦ii�lliii♦ii♦ - - - ♦l♦♦♦ililiil� ♦i♦♦iii♦t, •.. 1.►►�� ►,► ♦ /♦l/♦iii .t�Ili♦ii♦l♦ / / ♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦ ♦♦♦� ♦♦♦i♦♦ ♦ ♦♦.,i�'i1►♦♦♦♦iii♦il♦ii♦♦1►t►��.►♦♦,Oil♦♦'�.n t,L+..i�,.�>'�► �3•ii♦i'Oii♦lit.♦-.0.Tit' ►♦ii' ►♦ .►♦♦♦♦♦♦i♦l♦i� �►►��♦♦i♦i♦I►♦i♦♦♦0♦i♦♦♦i♦♦'►♦♦��!►��►��I,►1�Iii1►♦♦♦♦♦4114♦♦♦♦♦♦♦♦♦� ♦♦♦iil,►w.,♦ii�i♦♦i♦♦i♦♦l♦ ♦i♦♦ii♦V♦il♦i♦i♦ ►♦1111♦♦♦iiiii♦i♦♦i♦414,t�►��♦iiit! ►r!1► !►«,► ►�1�►!�i/1!►♦i♦�►♦♦♦♦t►i'- _ _ _1/11♦♦s�11►i��J♦ii♦il♦♦♦i♦ <j it 1 i♦♦iii♦i♦ii♦ ►iiiil♦♦♦i♦ii' ►�.;►'1►1�/►t'♦♦i♦♦i♦♦♦i♦ii♦♦i' ♦♦♦♦♦♦��1•► ♦� ♦♦♦♦♦♦♦♦♦♦♦�■♦♦llliiliiiii♦♦♦�,i1/♦♦♦♦iii♦iii♦♦♦♦1►t►∎tip♦♦♦♦♦♦i'•j'i'`►4711,�f► �'•'L?iii'0♦♦♦♦it'♦♦�1♦'t'!!!��i►!•_�►..�♦�iA�!.♦i♦♦♦♦ii♦♦�►`♦i♦i 4011♦♦//ii♦ii0lil♦ii/iiii��!•1�►'II1� ♦.�1►ii♦il♦ill♦♦i♦l♦t ♦♦♦♦♦�!♦=�,i��i�1♦♦♦liii♦♦l A,��♦♦♦l♦♦i♦li♦♦♦♦i ►♦iiil♦ ii♦iit►iA♦ ' ►t`.•!►♦i♦♦♦♦♦♦�1�►iii►�i►1►i► ►♦♦ ►i♦ii♦i��•♦.�iiA►1E..'� !►-f,�••�••�iiii♦♦ii♦iii►li♦♦ii♦♦i♦i♦i�►iii♦♦♦♦♦i♦ii',,�►'111'401��,!�♦'i♦♦♦l♦i♦♦♦♦♦♦i♦i' ♦♦ii♦ - - ♦♦i♦li♦♦♦♦♦ ♦♦♦♦♦l♦♦♦♦♦♦♦♦t. 1 AO ,, ► 'l .* ,. * �►11, 1 SCALE: AS NOTED • II ►t t, ♦iii,.ir♦rl1►1!►'A►'�1►11►�'1�►:!J♦♦li'O♦i♦ii♦�►.►♦♦i �► )t ►ii♦'ii♦♦i♦i�i�li . !�'!�+_ �iR*, ♦♦/►♦♦iii tli♦iii♦iii♦� I I, �!ri1►♦♦i♦♦♦♦il♦li♦♦it ♦♦♦it ♦♦♦♦♦♦♦iii` ��,♦♦♦l��♦♦♦i��♦♦♦♦ ►♦♦ilii♦ ♦♦♦ill!►♦1;►♦♦�i►�-�•.�►♦ii►- �!•3► 4I 'f1 CP'I1�14�♦l ♦�► ♦l liiiit�il♦40.011►♦♦',4kSifr♦♦iii '• ♦.4,4�v►�vie.- �L,� A♦♦i♦i♦♦�►i/i♦♦♦ii li��I►'�1�►1/i�i��► ♦ ii♦♦i♦ii♦♦' .. . 4♦1►i�♦♦♦♦�. ��♦��_♦s1►•.•.r,►i�►♦♦♦♦..i ► ?♦�!+. ..l �. ♦♦♦Oii♦ii♦♦il♦_ ete �e'O - ♦•.iiil �a♦�.4∎) �S:I► 1?►*i/►♦ii♦i' � ..,,.�i., , 1i Oli♦ ,4tri 1 1� __-4444_—___—_—___— --_ _ , ► ,. ,�►/ ��, . ►♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ►�♦Nl♦l♦i♦♦ i O♦li♦�►i♦♦ii♦i♦♦111111♦♦♦ II 44110 , ♦i♦♦♦♦♦♦ ��3►yi►r��y+♦ii♦♦iii►il♦iii♦iii♦i �� i1 ,:/ 1//♦i♦♦i♦♦♦iiiiiil♦l DRAWN BY. RDF ♦♦♦♦♦♦♦ I♦♦� ♦i♦♦♦��♦♦♦♦� ♦♦,. r♦♦♦� �1► ♦♦♦♦♦ ,♦/►♦♦♦♦♦♦®►♦♦♦♦♦♦•s►'►�ts>-tI 1►♦ill♦i♦♦♦♦i�lii♦li' ♦i♦♦♦♦♦lit .i 11,1' l-t♦♦•♦ ♦♦♦♦♦t.Z� �i♦il♦♦♦i/►iili♦0♦il♦♦l♦♦♦♦♦�� !;.!�I�1'1�♦1►iliilii♦l♦♦l♦l♦t ♦♦♦♦♦♦t►♦♦♦ ♦♦♦i♦ ► ♦iii♦ ��,�•�♦♦♦♦`'�i'�i•n'♦♦♦♦♦♦ ►♦♦li/1►♦♦l♦♦♦♦♦♦♦♦1 ►/1'��,�• ►♦i♦♦i!t►�►►! .. ♦li♦l♦♦�►i♦iit►i♦!!♦1►♦111'♦♦♦'11►1t 111♦♦♦ii♦ii♦�►1i►liii♦iii♦♦♦♦♦i♦ ►♦♦i♦i♦iii♦i♦��►�;,�► ►�11/♦'♦♦♦i♦♦♦♦♦♦♦i♦♦♦i' ♦♦♦♦♦♦♦♦♦l�■♦♦♦♦♦t till♦�•. ♦iii♦♦♦iii♦il♦ii. ��_��►_w® ♦=w_ �= ._. ,�:, ,� ,� �►,•► . ��;� �.I A&E JOB NO.: 20080475.5 . ► 4♦/ - - - - _ __ __►�.� ♦iii♦ ♦♦ri� v�J�s♦♦www♦♦'0♦♦i♦♦♦t >♦♦t ►♦♦t ►i1► . ♦♦♦♦♦♦♦♦♦iililiii♦/►♦♦i♦fit♦♦♦♦♦♦t♦♦♦♦� �I ♦ i1►♦♦♦♦♦iw��ill : �t ♦♦♦♦♦♦♦♦�i�♦.tom♦��∎♦■.44.■t♦A♦A♦..r�i��♦l♦iiil♦♦♦i♦♦♦ - - ♦ . .� ►. i, . �_�_ ►, � � . ,, . , ♦... ..a.• >�. . ..► 1► ♦♦ �i ♦♦►� Tl�1� �► ►_♦ - A . 1►♦ I..i_! 1►-!►-1►-♦-♦iw._ ♦. ?'• �?A ♦iii♦♦�►♦i♦♦ ♦i♦ �� I/ 1/� // t� ♦ t T,1�♦ t' r► 4 /►♦♦♦♦♦♦♦♦ ♦♦♦.,- . . Ar;40•♦♦♦♦♦�♦♦'+U�+'t► ►� 1�+A�►i♦0li♦�.��.♦•.. .k��r_i, ...`►�'...`,•.♦♦♦t 4C t �► J-i►♦♦/►♦♦♦♦♦'0♦♦♦♦♦♦♦iii♦� �I► II, � ♦♦1 t♦♦♦i1� 4!' 477IFY:...417►' ► ►1 t � ♦ •_�_�.�•�.��.�.��,.�_��_�_•.� •.� . . . ,.. _..,. � ., ., � .��' - - - - - - - - - - - - - - - - J +...��i1/i♦i-+T ? (+� Iii♦♦i♦�►i1►♦ii /1 ,, ♦t♦1� ...ler ii ♦i♦`�♦♦♦i♦i♦♦i♦�► ��► ��►,�,►rl �1♦►♦♦i♦ii �2+�� ♦♦ SHEET -nTLE.t, ♦♦♦♦♦♦♦ilii�►♦♦♦♦♦♦♦♦♦�, ► 4I 4I_♦_�.♦_ .ot_ :��►_:.w_ ♦.w_w_•�_�1_w_.1r_1i►.w_w_w_w.w .►. ,-= =I ♦'►�- 1 �*k� 1 ��, ,♦ 1 _ l♦_♦_♦_♦_♦_♦_♦_♦_♦ .♦_♦_♦_♦_♦_♦_♦_♦_♦ ♦/ ♦♦♦♦♦♦♦♦♦ ♦ '♦ ♦ '0F _O i_i_t _4 ►- - -♦�'C ♦♦♦♦♦♦♦♦♦ill♦♦♦♦ /♦♦♦♦♦Ol♦♦♦♦♦♦♦♦♦♦� I .,,1, i . �l♦♦♦i!!�►4 4∎11, ►i► ♦t ♦♦♦♦♦♦♦ 1 ,_ ♦♦iii♦♦♦♦♦♦♦♦ ►♦i♦♦♦i♦♦i♦�♦♦♦i'..i•'►•w. ► ::.•.•.•.••_•...i♦ • A:. <. , ,- 11♦ri•�-,or.- •♦11�♦V♦Ili♦♦i♦♦♦i♦ii♦♦♦i♦il♦l♦�►♦l♦ii♦ii♦i♦Al1p►'!l�►'111,1/♦♦♦♦l♦<� ea,4 �.,40 >♦♦♦♦, ♦V♦♦♦liiii♦♦ ♦♦i♦ ►.. ♦ ♦♦ ►1►. _ �>� �? , t . O♦♦♦♦It*-4r .. ♦O♦♦♦♦t'♦ii♦♦♦ ♦ ►♦ii♦♦♦il�♦.l♦ - l ♦ii♦ ►♦♦♦♦♦4140/iii♦♦♦♦it,l, ♦ , ♦ ►lilii�►l►l�i►`.i►♦♦♦♦t PARTITION D A♦1 ♦ .,► 4, �,�1 r r r r � �► r 4 _.► art. - . , ► �, i 1��1 i� ♦_♦_♦_♦ .. ..♦�/ ET I LS ► h ► i ♦ . ♦1 . ♦♦ ►.i' iV.134I►3i ♦iii ►♦< O♦_♦_♦_♦_♦_♦_'t■leOC.►i .��♦ . 1 Z t 14040♦i♦♦♦♦♦t ♦♦♦♦iii♦♦i♦ ► ,� 1,711♦♦._ - ■ _ i?►R ► ii'! , *!` • illy ♦♦il♦ilk♦l� ♦i♦♦i� ♦iiii� ♦♦ ♦ii♦liil♦♦♦♦i�,♦i♦ii♦ii♦♦i��♦ ♦i/ 1. ►i♦' ♦il'f►ery��n Ai ilo • ♦♦i♦ -♦♦♦'♦i♦♦ ♦ .....1►_s ♦i♦w.♦ - ♦ ' i►<ry♦.�► ♦♦ I► ♦♦♦♦ ♦♦ ♦♦ ♦i'►�♦� 1�,�►,�il► .� 1.1. . '1+ �' "� 1♦ t ♦♦♦i♦♦♦_l♦♦1♦♦♦♦♦♦♦♦♦♦♦O♦♦�►♦♦♦♦♦iii/iii♦ ♦ ♦ ► , ��.r�O♦ 1► ♦ O . ♦ ,�,► ♦♦ ♦lt+ , �►I► ., ♦♦ ♦ ��r�♦rr�irr� ��.�,11° 1►, . ♦♦ �1 M ► _ A ►♦♦♦♦♦♦li♦ii♦ ♦��♦it♦ ►��.�- ♦♦♦ii►iV'I►`i• ►114►♦�-i��i�♦..ice♦�l�ii�i�l�l�•►�i�♦..♦. ,...m1►i♦i♦♦144*. ♦�1.�t Iii♦♦♦♦ii�koii)4,4941)41,4041•4044/1,4444-4,1111"1114�i.I,•►i♦ ►a :v t ♦♦ � ��_ .;?� , ♦♦♦♦ ,♦il►i'��►L'.'C�'0♦♦♦ ♦♦♦iii♦iii♦♦'Ot O' ♦♦♦ilt+� 1+► ►+ +►�t►♦i♦/►i♦i♦♦ �i♦1►♦♦♦♦l'+�►Ai►�AI►♦♦l♦t�',��•��,�•�� i ♦ - 40 340 ' ♦ ♦ ►�► , - ►�1 �.�� ♦♦�•�•��-�- ► ..�, ,;;� ►♦♦♦ . ♦♦♦♦♦♦♦♦� ♦t♦♦<► ►�?� . 1+►♦♦♦ ♦liilii♦♦♦♦♦� ♦11►1� ilk _ ►iii♦♦♦♦♦♦t _ l♦♦ /liii♦ 0 L��u��'��► ► / ♦ ' ,�- - - - ►- - - - - - - - - - - - - ti♦♦♦♦♦ �t1 ♦♦ilia,♦♦lei.♦♦♦♦♦♦♦♦l♦lit �'1� ♦ 'O�i�♦��t•�w�w�l�♦�♦�♦�♦�♦�♦�♦�i�il�♦ ♦�+ ►«►1►'�r►�l► /►il♦il r�► � �� ,►��.�1.�►.i1►1♦♦i♦♦♦♦l♦il♦l♦t ♦♦♦♦♦ ♦��♦� ♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦�♦♦♦♦`'�i►i►•r►'♦♦♦♦♦♦ ►♦♦�i�t♦♦♦♦w♦♦l♦♦1` 1�i-►�1►♦♦♦i♦♦i♦i♦♦♦♦♦♦♦♦i�►♦♦ii = =∎_∎___∎____.-�••=•J♦♦♦♦♦. , 1'iVv`♦♦♦♦♦♦♦♦♦♦ ►...• .%��-��' =•r-..♦'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ♦♦♦♦♦♦*,-♦ ♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦milli♦♦♦��♦♦♦♦i�,l♦t-i_cs_��♦�:�.♦ii♦t`i��♦ ♦��l♦♦l♦ iiliii♦i ♦'Oi♦iii♦♦iii♦♦♦♦l♦♦li♦ ♦iliili♦ i♦.♦`> �♦♦♦♦I►iii♦it♦il♦♦ii♦♦i♦♦i♦'�►11►��1►11♦iiliii♦i♦ii♦t ♦ ♦♦♦♦ ♦�l♦�■ .'l,,i♦♦♦!A 11,4„.' �1►� i♦ ►♦i�. - Ot L rl♦♦l��♦.��►'i1►♦�I►ii..♦_♦_♦e�f!'♦t�► ►s♦ii♦♦ ►ii♦it♦i♦♦i♦♦i♦i♦li♦♦1►4►♦i♦♦♦♦i�♦♦i. - .. ►_l_l_._i_i_l_._._._._._._._.�1w_��►. ♦♦♦♦,,_,,il♦ :, ♦♦�►♦♦♦♦♦♦♦♦ii♦♦ r�i♦lit►♦�i �+ t♦♦i��ii♦4'�ri►�i♦;•Al ♦♦i��♦�♦i♦ii♦♦♦`••l ►Vv'1�' �'��i♦♦♦♦♦' ♦i♦♦ ♦♦ ♦ii♦♦ ♦♦♦♦i♦♦♦♦♦ ♦♦ ♦t� n.a.� ♦♦ii♦i��♦♦♦l♦��♦♦♦♦♦♦ w ♦♦ I�w�- --..-_ ♦♦l♦i♦♦♦♦♦ii♦♦♦l♦♦t ♦♦r. ♦♦♦ ♦t►ili♦♦♦♦♦♦♦♦it t♦♦♦it►,t�c►,�t 1�♦♦♦♦♦ �.. , � �► ♦ ♦ ♦ ♦ ♦ ♦♦� ♦ ♦♦ ♦♦ ♦ ♦ ♦ ► ► , ♦♦♦i♦ ♦♦ ♦ , r►A - ■ ♦ ♦�'' ♦ ♦ �i►r�►r! ►♦l♦.. ♦♦t►'4 '� S ♦iil�♦♦♦iili♦♦iiliiii♦iiiii♦ ♦t1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦ ♦♦ililli♦•�I►.�♦♦♦♦♦♦♦♦♦it►♦♦♦♦♦li♦ ♦♦iii�� 1►-'►1/♦♦♦iii♦♦♦iii♦♦ii♦ ♦♦ ► ; >♦�1 , ♦♦♦♦iii♦ ♦♦♦♦♦ ♦ ♦i♦ ., , �/♦♦♦♦t♦♦♦♦♦♦ll►lf►i♦ ♦♦l♦♦l♦♦l♦i♦♦i♦♦♦♦��l♦�l♦i♦♦♦Oli♦♦♦ii♦iiiii♦♦i♦iii♦l�♦♦♦♦li'►♦♦ ►.�♦♦♦♦l//♦♦i♦♦♦i♦♦♦i♦i•��♦♦i/G�l� S♦♦i♦i♦ ♦♦i♦ii♦i♦i4 ♦t tr'i .: tkew AL.��w�w�w�w��+�w�w�+�w�w�w`��+�+i♦i♦t �- ©i♦♦♦♦ ►♦l♦♦li♦♦♦♦t�ili♦i♦'��♦_∎-♦��♦?e 4:91.1►:r1►•�^ii♦♦i�►ii♦♦i♦iii♦♦iii♦iiiiii♦ii/ii♦iliii♦♦t►i♦♦♦l♦♦l♦iiiil♦♦♦♦t�1i♦i►_`'�!��►_I►li♦ii♦♦♦♦♦i♦♦i♦♦♦' ♦♦♦ 11�►. ii♦♦•i►Vi►140►♦♦iii .i♦♦l♦♦i♦♦♦♦♦♦♦lt�♦♦♦♦♦♦♦♦♦♦♦i'�►•ri►1�+►V1�4►�►i♦4040♦' iliiliiii♦iiiiil♦liliili��lllii♦li♦ii♦ii//♦liil♦ilii♦♦' ♦�i♦♦i►S1'♦♦♦♦l♦i♦♦l♦liiiil♦i4 SHEET NUMBER: ♦♦�►♦♦ s�,;_N. _ ■ ■■■■ __ ♦♦♦♦♦♦♦♦♦ii♦ ►♦Viii♦♦i♦♦ii♦i��♦♦l♦♦♦i♦♦♦♦♦♦t• ►♦♦♦♦♦♦i�1♦♦♦♦♦♦♦♦♦♦♦♦i♦li♦♦♦♦♦♦♦♦iO- - -iAlt1►♦l?� . 4040♦♦l♦♦♦♦♦♦♦♦♦♦♦t ♦♦ ►♦i♦i♦i♦♦i♦♦i♦♦♦♦♦i♦♦ill♦ ♦♦♦♦♦ii , ♦♦♦♦♦♦♦ ♦♦♦♦♦iii♦♦i♦i♦♦♦i♦♦♦♦♦♦l4�♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦i`1.♦.il.l.lii♦.♦�4'; s,�t: it♦♦♦♦♦'0♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦i♦ ♦♦♦♦♦♦r-♦- t∎ , , N . •-. . .♦ /►♦♦♦ ♦♦ ♦i♦♦ ��`►♦ii♦ ♦ ♦ ♦ ♦ii♦iiiiii� ♦��♦:��♦��•�� ♦ ♦ l �i♦♦♦♦i♦i♦♦ill♦♦l♦♦♦♦♦♦♦♦♦♦♦ii►t''I►11►1♦ill♦♦�■♦♦i�i/liiiii♦iiiii♦♦ill♦♦♦iii♦♦♦♦♦r♦♦li♦♦♦♦i♦ill♦♦♦♦♦♦� ♦♦i♦il♦♦♦i♦♦♦♦♦ii♦ilii♦�♦�♦�j le ♦�.♦,.♦-V.♦ ♦�♦♦♦♦♦♦♦^♦ ♦♦♦♦♦♦♦♦♦♦ ♦e►ti* imp, 4 ♦♦�♦� wA . ♦.! .�.♦•��► VW.11111► ♦� i*► �l►�►► 1► / ��► A �► / Iglit'■ 1► l+i , ♦ ; !♦ : � l'! ♦ ► , ♦ . ♦*l♦!<r?►'t4'+ ►i♦ l♦O♦♦♦t♦i 4040 . i � ��, . ♦ , l'! i . ♦ . 1140♦0•♦i9�' ♦ ►♦ ♦ ► '�►. r♦'/`♦ '.►'�►'r'l'�1+' r l♦'i�'!►i♦♦♦♦♦♦♦♦♦ �. ., .r . 14 . i� v,.+►�,. � .♦ , . , . �. .,.., �►_�_�_•_�►_�_ _I ► \, . ,.,., . . . ► . � ►_� �► , . �_�► _�_� ,. ►' ►111 - ' ' ►.►1- _ .i♦�►�i.1, 1��1�1 I. �i�1 �� _ �• ��► _ ♦ - - - - - - - �• �f �► ►,.��► ,1 . ♦1 tt�►'�:1• t��►1�/ I. �i�1 �� I♦� - -!-�►-!-!- ♦♦♦/. 1► I►�1 v•� �1.i t ��.1/ •�►♦♦1 0♦♦♦♦♦♦♦ ♦ _ - - - - - - ►♦11 1 1 <►�l 1 1 �� .�►11 / /. - - ►♦ 1 / , ,, ► ∎ , ► ►, . ► � 1► 4 ► . - - , ♦ . , , ► , , , ♦♦ , � ,. . •l►� l► �►, , • �1 . ► `I->.1►��-�.�'rl•�?.■r�>� ►� i r.�.1►-t1► I �•►t♦♦A♦A♦�l♦♦♦11► .111►♦ ��►�i I A•t.�i�+O��.�.mr�.'�>. r�l�► ►♦ ♦ice- �►..♦♦ ►♦,>♦/►� i �,t,1► . ►�� 1.►,■w lt.��/■♦♦♦ii♦♦i♦l1►♦.•r�►.♦�►i♦ ♦< _wAPISIP/i-i�w�1►,wAwlw.11►MwUwJwAf►!�IlAr∎ ■ Akw�w�w�w�w�w�w�w�w■w�►�w��:.' s��w��w�w: ......��ir�r'�rv�11i��r.►rr�►�1�rVri►1.`rir♦r►'►r�►vrvrir��vr��.r♦r♦rf,�Ur♦r♦��i�1►rir/X33►Vi►Vr�►•rrVrVrt•i�rrVr,♦rr►rrrV�>rr�vr'i►r1.r�r♦r��►♦ ► '♦ -��►'►♦t►i♦ii`+►V♦�ii,♦Vr/iriri► ►i•A♦♦�rVr♦�r♦♦♦♦♦♦♦��ri.4�;�>s�1r♦r��,�rrrii -.-.-♦-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- _._____�_______________..______ NEW STORE/ FULL G A 4`— ♦i♦i♦•♦-♦i♦♦♦!♦♦♦♦♦♦♦ - ;,.► �♦i i i� �i►�!4 ' ''' -44';4 ",,♦♦♦♦♦♦�♦�♦♦� ► FILM SIDE AWAY FROM STOREFRONT ♦♦♦� w-N,1 'srAI,,i r-44`♦♦♦♦♦♦I�.�i ♦�,I♦�♦�,.♦♦♦♦. ►S ,4 �!!I► ., ► ♦♦♦• , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦/ 3/8 LAMINATED GLASS ♦♦♦♦ / ♦♦ ♦♦ ► ♦ , v P-I-4PANt_ .. t k 1N§ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ 1 1/4 X 3/4 WOOD TRIM. ♦♦�♦♦♦ ♦♦♦♦♦♦♦1►♦♦�■��♦��t♦♦ ♦♦♦♦♦♦♦♦♦♦♦•♦♦ � '♦ ♦ ♦♦♦ ♦ ♦♦♦ ♦♦♦♦♦- ='Z��T- =�.��,�,.,Q,�40�j� VERTICAL BOTH SIDES ♦♦♦♦♦♦♦♦♦♦♦w� ♦�� v�►��I♦♦♦i♦♦�♦�■�♦♦♦4,0 4,40. ;�► N �♦ �```� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦ .'�!.�•�.I�0 l►.n.+►♦� MULLION ♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�v♦��♦i�►��,!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w,,f; �v � � ±,�� w ;+�► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,��♦♦♦♦�4;►� �♦♦�i►♦fir►♦♦♦. — ♦�►♦♦♦♦♦♦♦♦♦♦♦ 1 ♦♦.�• .1,!.•'�►♦1!�►�►�►'►�►'►�►�►�►4►�+�►♦ +i►♦ \\, :NI ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦�j♦�i1♦1�♦►►r��♦��jl►♦'♦vl��'��N;►��y'�,��:►'�`'�=,i►� FRAME BELOW ♦ >►=♦_♦.♦�♦=l/== ♦A��►�♦=♦A'�� 1!. .► N♦♦, ♦♦♦♦♦♦�'�+1► � �►�+�►�+r►�i�►♦♦ ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �+�♦,1��I♦♦•! ♦ E kL�►i •' g 5 8" I PP RT ROD ♦/►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦�!�P�j�1`'�� ♦- ♦44.440.4h4 i c,",- e `\\/-0,,,o,% \\\\,.4 VN-.— ■ e l■ ' :,0„:-DWA,7 Ale_ali' o ►♦♦O♦00♦O♦ '►♦♦O♦i4O■♦ :0 :►��i4- , • . t,♦♦� i /♦t♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦k 11► ��►� #♦♦♦♦♦♦♦♦ •�lri�►�i►►�i►♦♦♦♦ ►♦♦1►♦♦♦♦♦♦♦ ► ►♦♦♦♦♦♦♦ 1 ♦1►♦,'��♦��it,, , ,. . t►♦�Jy �♦ ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦I k, , •��'♦♦♦♦♦♦♦i♦ ♦♦�♦♦i♦,0,_►.;�_�_�_�_�_��_�_�_�_ `I.11,, ��AO 414t . INN♦♦♦♦� ► I �� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦I , ,N��N♦♦♦♦♦♦♦•�•♦♦♦ ►j �t►,,n►itit. Pleiglartart �♦ . ` � � METAL STUD BOX BEAM - -`� �'11��I►♦♦��♦�� ''!►' ►'�'•'�►''�' '♦♦♦■ ► -��-��-®- -' w► ®,�a�j,♦��♦��,1 - ♦♦ ��♦♦♦♦� i ♦ ♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦∎•∎•∎' � ' '— - ♦♦♦a-„T'r.,�,,zoz,�,.�t.♦ GAP INC. / ®♦♦'�►►•��®� •� �� `� ♦♦♦♦ CONT. (PROVIDE COLUMN ►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1��/►♦�♦♦♦♦♦♦♦♦"�!r► it Wri-►'1' ♦♦, _..._�._.�..��.�_�_�_�: _ _ _��, ._ _ �1�,,►�y,'1►♦V�'♦�i► ♦♦♦♦/ ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/�'/��1� �I♦♦♦♦♦♦♦♦�: 'Air �i��'�Ta CORPORATE ARCHITECTURE ♦♦1►-- '♦♦♦♦� /r liF♦��Irv-♦I•♦ ��i”. ,■♦♦♦♦♦ ♦♦♦♦♦ SUPPORTS AT END OF BEAMS.) /♦'�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦∎►��►�I♦♦♦♦♦♦♦♦♦♦�♦'�� e'� 901 CHERRY AVENUE ��♦ ♦♦♦♦��♦♦♦♦♦♦.∎ ♦♦♦♦♦��♦♦♦♦��♦�� i�•♦��I♦♦♦♦♦♦♦♦♦♦♦♦� SEE STRUCTURAL DRAWINGS. ♦ '►♦♦�♦♦♦♦♦♦♦♦♦♦♦♦1►�t'∎ 4 I♦♦♦♦♦♦♦♦♦ ♦♦♦♦ ♦♦ ►♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦'�♦♦♦♦'►�,�♦�I♦'�i♦�♦♦♦♦♦♦♦♦/ /♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦11.:•x!►♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ ♦♦ SAN BRUNO, CA 94066 ♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦'N♦♦♦♦�& 1! 1 r♦♦-♦h♦♦♦♦♦♦♦♦♦♦� ►♦t♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦411,. �/►♦♦♦�♦♦ ♦♦♦♦♦♦♦♦4 ♦♦ ■♦♦/►♦♦♦♦♦♦♦� ►♦♦♦/�►♦♦�, A I� ♦1'�♦I►�j, ♦��►♦♦♦♦♦♦♦♦♦♦♦ 11 -0 A.F.F. /♦ �-_-_�_�-_�_�_t_�__11*►_' _:F� ►♦♦-"ice-----s�V� i. •�' l Sr• STORE NO.: ♦♦♦� ♦1' ♦IV rli:♦♦♦♦♦♦♦♦♦♦♦ GYP. BD. CLG. •►♦N♦♦♦♦♦♦♦♦♦♦♦♦♦W �®i♦i 1►.►♦':►��♦♦♦♦♦♦♦♦♦' K. ♦,1•♦♦I ♦♦♦♦♦♦♦��10♦♦♦♦♦�i,.'�♦♦♦♦♦♦��♦�,►♦I %W%•##.*##.Wi♦♦♦ ♦♦♦♦♦ i± � � ♦♦♦♦-♦-♦- ♦ +';1►; � ♦►♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦'.♦♦♦♦'►♦','►.. / ♦► �►� ♦��r�� ♦�♦��1►�►. '��►r►��, ♦♦♦♦♦�♦�♦�♦♦♦♦��,�►�'�'>.S�' '��♦''�,'�♦♦ STORE NAME: WASHINGTON SQUARE ♦♦1/♦♦♦♦♦♦♦4■�►♦♦♦�i►♦♦♦♦• ♦1►♦,►♦.�♦4►♦♦♦♦♦♦♦♦♦♦♦ -�<�•, I ' ` ♦♦♦♦♦♦♦♦♦♦'.♦♦♦♦'�♦♦♦♦'�♦��♦ice♦♦,�N♦♦♦♦♦♦♦♦♦♦/ �/� /♦ ♦♦♦♦♦♦♦♦�� ♦E-t 5��4 ,�- ��- .� - -'-♦-�- -w-T-w-,�1►=♦- '�i,�♦ STORE LOCATION: •♦♦♦I �•�•�: ■''V'V'�♦��o�'V'V'V A.A. 'V'��j ♦♦�♦�i�p♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� i ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��,�� ►♦A��♦♦♦♦♦i♦i♦♦♦♦♦♦�"�!l ",►'�!`��!!►�V�♦♦ GAP KIDS BABY, SUITE W14 '♦♦1►♦♦♦♦♦♦♦ ► ►♦♦♦♦♦♦♦♦�►♦�►� � ♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ . ♦♦♦♦♦♦♦♦�♦♦♦1► .1, , �♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 9677 SW WASHINGTON SQUARE RD. '♦♦1►♦♦♦♦♦♦♦�►t►♦♦♦♦♦♦♦♦�►♦�►4►�►�♦�' '4 iii kV*It,4' J♦♦ ♦♦♦AL- �♦ _ . >♦♦♦♦♦♦♦1►♦,6 '.! \ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦♦♦'►♦•♦ ♦�♦�4°. , ►a: 1'►.�♦♦♦� ►♦♦tWiS.,►♦-�►-�,,♦♦♦♦♦�♦♦�►�I►♦�►�♦-•_•_•_•_•_•_•♦�t:�:♦'�'�� ♦♦ TIGARD, OR '♦♦1/♦♦♦♦♦♦♦ ►t►♦♦♦♦♦♦♦♦�►♦�►�►,► -r-r ► ♦��►i �.♦♦♦♦ ♦♦♦ nz;�'. tR♦♦♦♦♦//�'♦ �� 1'�:tm' . ♦♦►♦ ♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦s.!►'►♦ �: 0 ►♦♦♦ ., alai..{t2416 ♦♦��♦ ...11 a��►♦♦♦♦�♦�♦�♦�♦�♦♦�!!;►�!►,►�!I!! ♦♦ 97223-4452 ��♦ ♦♦♦♦♦♦♦�1 ♦♦♦♦♦♦♦�'�♦�II ♦•�1♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦♦♦♦♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦-♦-♦-♦-♦-♦-♦-♦- -♦-♦-♦- - -- V'• mod ' ►�V♦V♦♦ GAP PROD. I.D.. 0000044301 ♦♦��♦♦♦♦♦♦♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�►♦� ��I♦�♦�♦' ♦♦♦♦♦♦♦♦♦♦� /♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦ ♦��♦♦♦♦♦♦♦�r ♦♦♦♦♦♦♦♦♦♦♦♦♦♦r♦�►♦♦��11��!♦♦��1/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 5 8" DIA. ROD POSITIONED AND ��♦♦•♦•♦r•♦♦��♦•♦•♦♦r♦•�•♦♦•♦♦♦•♦•♦•�•♦•�•♦♦•♦�♦•♦�♦•♦��♦�♦♦•♦�� i♦� PROTOTYPE V9 DATE: �` ♦♦♦♦♦♦♦♦♦♦;►♦♦♦♦♦♦♦♦♦'�♦�'04♦j♦ 1♦jA♦♦♦�♦♦♦♦♦♦/ CONCEALED BETWEEN THE 41.∎1 �r 4,∎•∎ ►r1�;��1►:.it,:,r.��,�, ►�•V*♦c.-.1•4F►♦♦ FA � NOT U �♦ ti3 E D ♦♦/�� ►♦♦♦♦♦♦♦♦� ♦/ �,/♦♦� ♦♦♦♦♦♦♦♦♦♦♦ 1"X1" WOOD STOPS LOCATE 0 /.'1'"t�V�.�t7 ♦ ��''�►0*�!+ U'�.�• 1 I.�iv Il•"►��.�♦♦�►�♦��*�♦� �1 �♦ 08/11 /08 ♦♦ ► _•_•_♦.♦_♦_♦..♦_�-►_♦.��►.� 1 ( � ♦,X ♦♦� ♦♦ ♦ ►`♦��►�� ♦��►�i��►��♦��4�♦�i�♦♦♦.♦�♦�♦ ►♦�♦��♦�♦�V�♦��♦�♦��♦�♦��r��♦�♦��♦� �� ♦jam♦��h♦♦♦♦♦�♦�♦�♦♦�♦�♦♦♦♦♦� EVERY MULLION) �♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦4��♦♦♦♦♦��♦♦♦♦♦♦♦♦��♦��I ♦♦♦♦�♦�N♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� OPENING Q1 /Q2 2009 •♦♦1 ♦�♦♦♦♦♦�,��♦�♦♦ ��♦♦♦♦♦♦♦♦��♦ � � ,�♦jam♦♦lN♦♦♦♦♦�♦♦♦♦ WINDOW JAMB BEYOND ► STAINLESS STEEL PLINTH •♦�I'�♦♦♦♦♦♦♦�� ♦♦♦ I�♦♦♦♦• ♦ �i�,... •N♦♦♦♦�♦�♦�'�♦♦♦♦♦♦♦♦♦♦� . BLOCK BELOW (BABY ♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦ ►.♦♦♦♦ ♦♦♦♦♦♦♦ ►♦..♦,1.♦��♦�.� ♦♦♦♦�♦♦�♦♦♦� 3/8 GLASS WITH WINDOW FILM ► ONLY) ♦♦ ♦♦♦♦♦♦♦•� ♦♦♦♦♦ I�♦♦♦♦♦♦♦♦�►♦.''.♦.��♦�G�♦/A♦��i�1�t, ' 11�,�� .� — — _ ADHERE & MECHANICALLY ♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦•� ♦♦♦♦♦�I�♦♦�♦♦♦♦♦•►♦� 1�•♦�• II�♦S�'C �� B ATTACH PLINTH BLOCK W/ ♦♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦��■ ♦♦♦♦♦ !�♦♦♦♦♦♦♦♦•�♦ ♦�! ♦rI�I��►:`"�'�►♦�♦♦♦♦♦ gir' z MATCHING FINISH SCREW '♦♦ ►♦♦♦♦♦♦♦ ►/►♦♦♦/1►♦♦♦� '♦1 V lr''v'''iV♦��V ��r� �♦♦� �, I SCRIBE & CUT BLOCK ♦♦�41� ♦��. . . 4 bo.. . 41*_ AlA��i,� 1.. .4��II♦=♦♦♦♦♦♦��♦♦♦♦♦�♦♦♦♦� BACK TO WALL PRIOR TO ♦♦ 1itIfit itittiti%triStriAtti®♦♦♦�'®! ®®tiri ♦�♦.i�'∎ -f♦'s i '' '1ik♦�♦♦♦♦ INSTALLATION o ♦•-------------Alir------------- -�raNi ♦..♦' v♦�, '•T;' '6( •I♦♦♦,410,'♦♦11 �'��♦c� � �►'��/ 1►� � ♦'� + �� '�♦♦♦ WALL FRAMING_____r_ _101.0.....,,-- I I‘- ■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦�� 4 "' *�'�♦♦ ►�♦♦♦♦♦♦�♦♦♦♦♦♦�♦♦♦♦♦� WOOD BLOCKING AND ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �i 1/♦,/I i�A♦♦♦♦♦♦♦♦♦♦♦ SHIM AS NEEDED ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦r1♦1'AI��lA♦♦♦♦�♦♦♦�♦♦♦♦♦�♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦i♦♦♦♦♦♦♦�♦♦♦�♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦♦�♦♦� /" / > <� o, SURFACE MOUNTED BASE BELOW � ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦��♦♦�♦♦♦♦♦�♦♦�♦♦ EQ. EQ. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦♦♦� / / / J-MOLD, TYP. EA. SIDE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦,.♦♦♦ CONTINUOUS WOOD STOP ON * �� I � / ♦♦♦♦�♦♦�♦'L�'.C�� ♦4:��s+�11��I♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� BOTH SIDES OF GLASS � - - -- � ►♦♦♦♦♦♦♦♦�� `► -y-'-r-L- -S♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ .-•�� .� 2 X 10 PAINT ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦..0��.+♦��+ ::♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦�►♦�♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� r•� - ��w•-_i GRADE HARDWOOD•I♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦r'��♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦�♦♦♦♦♦♦� 2x10 PAINT GRADE HARDWOODIIII ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦�♦♦��♦♦♦♦�♦♦♦♦♦��♦♦� ATTACH BOLT WITH NUT AND 1 0.0 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� WASHER - COUNTERSINK, FILL N I ♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦� AND SAND SMOOTH I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦,♦♦♦♦♦♦♦♦♦♦� 1B BABY ONLY T ♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦� A SECTIONMilr JAMB/HEAD ♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦�♦♦♦♦♦♦� PROFESSIONAL STAMP: ♦###.■i!�i♦i��♦i►♦�•!��►♦•♦•♦i♦��►�♦■i♦�!w♦�♦;►v�♦♦♦�!1�'►♦i♦i!�♦�O�!►i• 3��= ,�_a�� 6�1=,�_a , � E NOT USED - WiltiRsti41)4' u ►��;� ' % ��1��► '♦��0�f�'4 �'�'� �'======= ►♦��♦� TRANSOM OPENING - BABY A603_05 5 JAMB CASED OPENING - KIDS BABY 2 s�' ♦ I ` ,+ �. �' 1 J♦ JV ♦♦'�'►��c�♦1♦t•♦♦ A604 a3 -4;:,. , „ ,.,„, c...., ,# .. .' PER\--„, r Cfs,') 11■--' \\A ,i7,44, ,44,,, ‘' \t\ F v . V.I.F. ARCHITECT INFO: Nay STAINLESS STEEL PLINTH GreenbergFarrow BLOCK W/ SATIN FINISH. VERIFY DIMENSIONS ON 1430 West Peachtree Street, N.W. \ 1 _ SITE PRIOR TO Suite 200 FABRICATION Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 WOOD BASE AS a SCHEDULED SCALE: AS NOTED N * DRAWN BY: RDF A&E JOB NO.: 20080475.5 FINISH FLOOR AS SCHEDULED SHEET TITLE: on BABYGAP DETAILS NOTE: ALL EXPOSED WOOD TRIM SHALL Ct OF BOOT & JAMB BE FINISHED TO MATCH ADJ. SURFACE 0 0 SHEET NUMBER: A 6 ... 0 , 3 PLINTH BLOCK ELEVATIONS - BABY . 3°=1,_0„ 1 NOT USED NOT USED NOT USED A603 01 • ♦♦♦♦♦♦♦•♦•♦•♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦�♦�♦♦♦�♦♦♦♦�♦♦♦�♦♦♦♦A G.C. TO PROVIDE MIN. 6" WIDE 16 ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦ ♦♦♦i♦♦♦♦♦� NEW STORE/ FULL G ��♦♦ ♦♦ ♦ ♦♦�♦��♦��♦�♦♦♦♦♦�♦��#♦♦♦��♦��4 GA. SHT. MTL. BACKING PLATE ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦�♦♦♦�♦♦�♦♦ 4 ATTACH TO METAL STUD FRAMING ►♦♦♦♦♦♦i♦♦♦♦♦♦♦♦a'.♦♦a♦#40.♦�►♦♦♦•♦♦♦♦♦♦♦♦ 4 , ��♦��♦ 4.4�'�`A A♦�'♦4►♦'A♦ 4 " 3.C. TO PROVIDE #8 SELF-TAPPING/♦♦♦♦♦♦♦�i►♦♦♦♦♦♦ ♦� '�►♦�♦♦♦0A♦♦♦♦�♦A ♦� 3-5/8" METAL STUD FRAMING \ � ♦♦♦♦1�. 'lR: t'�''♦♦♦♦AtdO holhil 0�A itilIs�'�♦sO.�%'♦♦♦♦♦♦♦♦♦♦♦4 SCREWS. LENGTH DETERMINED BY N. ♦♦♦♦Aft%" ► %'�all•,-♦♦♦„„- -�„ .... - ��►-,-,-�... ,,- ♦♦♦♦ ♦♦4 ” " )RYWALL THICKNESS ♦♦♦♦♦V�*`1,1► ` tj►��' ♦♦♦♦♦♦ N♦ ►t ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 24"X24" GLASS FIBER \ ♦♦♦♦♦♦♦♦.I �4�li�.,r��+�♦�rw♦♦A♦A♦�♦�♦A♦�I 4 I• ,♦♦♦�♦•♦A♦♦�♦♦♦♦♦♦♦�♦♦♦♦♦A♦♦♦♦� PUSH-OUT ACCESS PANEL ♦♦♦♦��'44 ,4 •l" .'1,♦♦♦♦♦♦♦��'i'�'� �'�' ••`�'�♦♦♦♦♦♦♦♦♦♦i FOR 18" X 18" ACCESS PANEL, 1♦♦�♦C �♦ - - - >� 1 ♦�; , Ii�♦♦♦♦♦♦♦♦♦♦♦I SEE BELOW ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦�►I, ♦♦♦♦♦♦♦♦♦�♦�♦♦♦�♦♦♦�♦♦♦♦♦�♦♦♦♦♦♦4 �` ♦♦♦♦♦�♦♦♦♦�♦,�♦♦ ♦�♦♦♦♦ ► I,►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4 .. 0 ♦♦♦♦/;..!� ►,�Ri '±,lr+r►♦♦♦♦♦♦♦♦� ♦♦#♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦4 EI ♦♦♦♦♦♦♦♦♦♦w♦�♦♦♦w♦,♦♦�♦♦��♦♦♦♦♦� ♦�, tv♦♦♦♦♦♦♦♦♦♦� GAP INC. 47 e■ ► 1 + i CORPORATE ARCHITECTURE ♦♦♦i'�►♦i�1�♦�i♦i�i�i�i♦i�i�i♦iii♦i♦i�i�i♦i� . . . ♦♦♦♦♦�►" !' :";A► i►♦♦♦�• �♦♦♦♦ ► I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� l,..... �:•::::- � 901 CHERRY AVENUE ��♦♦♦A♦A♦♦� ,t � 4 4„ 4 r,♦♦♦♦!►� ♦♦ 4 ■ ♦�' '4, ❖:•::...:......� 1 ” . :: :•�. SAN BRUNO, CA 94066 1 41i,♦♦At ►',�� 'W,;�� A�A♦A♦A♦♦A♦♦��♦♦♦♦��♦A� 1 ♦♦ ,� �'�'Z!'�i '►♦♦♦�♦♦♦A♦�♦♦♦�♦♦♦♦♦4 2-0 ACCESS OPENING CLEAR ALUMINUM CEILING ♦�♦i ��`y ♦�`�♦♦♦♦♦�♦♦�i♦�♦♦ �� 1�O/w �' w•�♦♦AA�A�♦♦♦� SHEET METAL " / FILL, TAPE AND DISPLAY TRACK ♦♦� /'♦♦♦♦♦♦♦♦♦♦♦♦'�♦♦♦♦♦��4 '♦�I�'I+10)44`4.‘1101.�► ♦♦♦♦♦♦♦♦♦♦� I-SAND SMOOTH STORE NO.: fiP' 'A♦♦♦♦♦♦♦♦♦♦ SCREW, 1W. 2-6 ROUGH OPENING 9643 ♦♦♦♦A�' ♦♦��♦�♦♦A♦♦A♦�♦♦♦♦♦♦/�♦♦♦�♦♦♦♦♦„'�;�♦ � ♦♦♦♦♦♦♦♦ AT JOINT BETWEEN GYP. BD. CEIUNG CONSTRUCTION ►♦♦♦ ♦♦♦♦♦♦♦♦�� FRAME AND ♦♦�-- ♦♦�� A+ A♦♦♦♦♦♦♦�'►_.' ►� P-0' ♦♦♦♦♦♦♦♦♦♦♦♦4 ACCESS PANEL DRYWAL TYP. STORE NAME: WASHINGTON SQUARE FRAME BY MFR. GYP. BD. CEILING ♦♦ ' ♦�I♦♦'i!4;t�+ ,fr, ►♦t♦..or rom..--1∎,a�.i.ik A.►�♦� fr♦♦♦♦♦♦♦♦♦4 STORE LOCATION: ♦♦A♦♦i!.A�♦♦♦�'�i►�►�`►rA A� , i 14/V-∎ ► �♦♦��►i�i�♦♦♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦♦♦♦4 NOTE: /♦♦♦ +♦ ♦♦♦♦♦ ♦♦��►��„�„�►� ♦♦ ��♦♦�♦♦��♦♦♦� METAL STUD METAL STUD 1. DO NOT DISCARD ANY DISPLAY ATTACHMENTS PROVIDED WITH TRACK. INSTALL ONTO RAIL FOR GAP KIDS/BABY SUITE W14 0♦A♦A4 IS,►�♦�j�A♦AAA♦♦A♦A♦♦♦A♦AA�tai. ” "��'■°'V��"�'��:r,�♦♦• A♦A♦♦♦♦♦A♦♦♦♦♦A♦�� BLOCKING BLOCKING SAFEKEEPING ■ ♦♦�► •► •♦� ♦♦♦♦♦_ _ _ _ ,►�_ _ �!►!► ��♦�♦♦'V V ABOVE. ABOVE. 9677 SW WASHINGTON SQUARE RD. ♦♦♦ ♦� A u ♦♦♦♦��♦ . -�,�r•.�iI s►��46 0 A♦♦♦♦♦♦♦♦� 2. VERIFY THAT SCREW STOPS ARE IN PLACE AT EACH END OF TRACK. Al►.• „►��♦♦♦♦iw♦�♦♦♦♦►♦..♦�♦�♦�♦-:- Ail;'. V' .,'►� A♦A♦♦♦�♦A♦♦A♦ 4 3. CONNECTIONS AT DISPLAY TRACK BUTT JOINTS MUST BE SUPPORTED BY BRACKETS. TI GAR D OR .♦♦♦��w�♦A♦♦♦�i�i:►♦♦+♦yl♦A♦�' -4,4�`►� ,A♦♦♦♦♦A♦A♦��1j►,' ''04.11P .'�A♦♦A♦♦♦♦� PUSH-OUT PANEL MANUFACTURED BY: 4. AT LEAST 3 THREADS OF SCREWS MUST PENETRATE FULLY THROUGH THE STRUCTURAL STEEL 97223-4452 ►♦♦ `j► ♦♦♦♦♦♦♦♦♦ i►�y.y y♦♦♦♦♦`�;. 1 �y`* ',#�♦♦♦♦♦♦♦�♦♦♦♦♦♦� INTEX FORMS INC, (650) 654-7855 BLOCKING AT GYP. BD. CEILING INSTALLATIONS 1�A�A♦�AAA♦AAA A�♦♦♦♦♦♦♦♦A�A♦e '��;A♦A�♦♦♦♦♦♦♦♦♦♦ GLASS FIBER ACCESS PANEL #AP24, NOTE: THIS ACCESS PANEL NOT TO BE 5. HOLES IN DISPLAY TRACK SHOULD BE DRILLED DIRECTLY ALONG CENTER OF CEILING GRID AT ACT I A A♦♦♦♦♦A A♦♦A A♦♦♦♦♦♦A♦♦♦♦♦♦A♦�A A♦♦♦♦♦�A A♦♦♦♦. *12"X12" ACCESS PANEL USE #AP12 USED IN FIRE-RATED LOCATIONS. INSTALATIONS. GAP PROJ. I.D.: 0000044301 ♦♦♦��.♦♦♦♦♦��♦♦�♦ ♦♦♦♦♦ ♦♦♦♦♦♦ ♦�♦��♦♦�♦♦�♦♦♦�*♦♦♦♦♦♦♦♦�4 „ , „ PROTOTYPE V9 DATE: �A♦.,�,��A�,♦., . '; hiAP4. ��,,��t'►♦ ,i,e4,i Pil •. . 3=1-0 HALF♦♦,r r��♦�•�1�;,41ur.., •,��• ►`•�. ♦± ►��►•♦,�,-♦�,�4►♦♦♦♦♦♦♦♦♦, NOT USED PUSH-OUT CEILING ACCESS PANEL A 1 6 CEILING MOUNTED DISPLAY TRACK 3 08/11 /08 ■♦�♦♦♦♦♦�♦�♦��♦�♦�♦�♦♦♦♦�♦��♦♦�♦�♦�♦♦�♦♦♦♦��♦��♦♦♦�♦♦��♦♦♦♦♦♦♦♦�♦♦ I OPENING Q1 /Q2 2009 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ AUTOMATIC DOOR ♦♦♦♦♦♦♦••••••∎••••∎AL AL AL•••∎•.•k A∎ Ilk ♦♦A A♦�A♦♦♦A�� a p a CLOSURE ♦♦♦♦♦♦ ♦��♦♦♦♦♦♦♦♦♦♦�•♦♦♦♦♦♦♦♦♦♦♦♦♦V►�♦♦♦��♦♦♦��♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦4 o ��♦♦♦♦♦��L ♦/ ♦■♦�7'� �'t'♦♦♦♦♦ o SELF-TAPPING ■ ♦♦♦♦♦1►Ci►•♦♦♦♦♦.•r.♦♦♦♦♦�'�♦♦6 i�� v�44 ♦♦♦♦♦� a a o SCREW •♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦�♦♦�♦♦♦A♦�I�1 1♦♦♦. Jk"I • ♦♦♦♦♦ A CONCRETE SLAB ► d r 0 3-5/8" METAL STUD SHIM AS REQUIRED I�♦♦♦♦♦♦♦♦♦ ♦♦♦A♦A♦♦♦♦♦♦♦♦♦♦♦♦♦♦A♦♦♦♦�♦♦♦♦�I�♦ ��♦♦♦♦A♦�♦A♦♦♦A♦A♦♦♦A♦♦� STEEL DECK ASSEMBLY " /N ♦♦♦♦♦♦■ ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦��I♦♦/►♦�♦♦♦♦♦♦♦♦♦♦4 \ a p� FRAMING ��A♦♦♦♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦:��♦♦♦� ♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦� (WHERE OCCURS) D d ,, 6) A ♦♦♦♦�►♦♦♦♦♦�►■♦t►�♦♦♦♦♦♦♦♦♦♦♦♦♦��►♦♦♦♦♦♦♦♦iii♦♦♦♦��♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �' a ♦♦♦♦♦♦1 ��1, ♦♦♦♦♦♦��►�♦♦�i♦♦♦��♦♦ ♦♦♦♦♦♦♦♦♦♦♦ i 7 �.__--- -______40 ♦♦♦♦�♦��♦♦♦♦♦♦♦♦♦�♦♦♦♦�►♦♦1►♦♦�♦♦♦♦♦♦♦♦♦4 CONCRETE SLAB (� ♦♦♦♦♦♦1..♦�►�♦_�♦�_ _�♦�_ _�♦�_♦vim_♦�_t�♦�_♦�_♦._♦�_♦�_ _�♦�_ A -♦ :�.. ♦� -♦♦♦i ♦♦♦♦♦♦��.��-&. -a. ��A♦ 0 6 i (.1& I t"1',►♦1 CONCRETE ANCHOR BOLT — --�u��. ►♦♦♦♦♦♦1►� ►��♦♦♦♦♦��1♦♦♦♦♦��♦♦♦♦ /','�•�*'`' >f' ''"�'�►♦♦� - SHEET A ♦♦♦♦♦♦ =A��__--�_�_�_�_�_�_�+��_�_��►�_�_/►♦� •'�►V►��l'�'�L.,�'♦♦♦� HANG ROD BRACKET '"'" METAL ♦♦♦♦♦♦♦♦A♦�� ♦A♦A♦A♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦��►�♦♦♦♦�♦►♦�♦�riA1�J♦�'�'�A♦��. -C ' ( CADDY 4T1 B ) = ERWATE. CORNER BEAD - CONT. 1/ =• �� SEE FLOOR PLAN FOR ♦♦�♦♦♦1 ♦♦�A♦�♦♦♦�♦♦♦♦♦♦♦♦♦��♦'� ♦�♦♦♦♦♦� " ,,,, PIN HINGE AROUND OPENING, FILL, ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ _ _ '!?i� s ♦♦♦♦♦♦ 1/4 DIAMETER THREADED STEEL ROD SIZE AND LOCATION ►♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦` �'L ift' '� ♦♦♦♦♦ 1 " , , TAPE, AND SAND ♦♦♦♦♦A AAA♦♦A♦AA♦♦��♦��A♦♦�/t - r�♦♦ ♦ 4- ---, 5/13n TYPE X GYP. BD. ►♦♦♦♦♦♦1►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦t � ��`�'+u►♦♦♦♦� / SMOOTH, TYP. ♦♦♦♦�Aj,. ♦♦`♦��♦♦♦��♦♦♦♦♦��♦♦♦��♦♦�♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦� ALL OF THE ABOVE PROVIDED FLUSH LATCH ■ ♦♦i i ■4 • ► 9 �� C4 0'00 44 * *i ►♦♦♦♦♦♦♦♦♦♦♦�♦♦♦ AND INSTALLED BY FOR ACCESS ACCESS PANEL. FIRE ►♦♦♦li.tb r,;,, w ;y 4 '► ►"� . a G 44 ,��♦♦♦♦♦♦♦�♦♦♦♦♦� CEILING CONTRACTOR. RATED WHEN REQUIRED. ♦♦A♦♦♦4$!3;,►►►40,44414P;!+1�4-i±:!��l l►***41'��•1,r�i�►!�►;!►-M♦♦♦♦♦♦♦♦♦♦♦♦∎0 L C� VI ��•+P'� �0�C V ♦♦♦♦�♦♦♦♦♦♦,•��1►♦4 PAINT AS SCHEDULED 44♦♦♦ t r,��,, ;►,,�►M► ►�� ,�'�i� ��►�� w� � 1 �♦♦♦♦♦♦♦� �♦�► ♦♦♦♦� T i t � �i t, R ♦♦♦♦♦♦♦�►� ♦,�►i♦♦♦♦♦4 NOTE: " ♦♦A♦♦'�`�►�'1�♦'VS`A�' ♦�A''��♦'�A�A�♦' ' ►'�i'A��`�'�1�A♦♦♦♦A♦♦♦ 1 >♦♦♦♦A♦A♦♦♦A♦A4 DETAIL BASED ON CADDY FASTENERS ,-- 7 ♦♦♦�♦♦♦♦♦♦♦♦A♦♦♦♦♦♦♦♦♦♦♦♦♦A♦♦♦' .�a,�♦♦♦♦♦♦♦� MFG. . FOR MORE INFORMATION CONTACT ►♦♦�1,��► ♦�.��♦♦♦♦♦A�♦,�♦��A♦AAA♦��♦A♦�i►♦�>4♦♦♦♦A♦AAAA♦♦A� ERIC° PRODUCTS, INC., (216) 248-0100. _ - ♦ii ►• . ��1�� 1� 4 ♦t1P �, r 4�e ♦ ,.0 A♦♦♦♦♦♦r►♦♦♦♦♦♦ ♦A♦��1��A♦�� V4'►+r1♦��i'V'I►��0r■ ♦A1►��A� w�A♦♦♦♦♦A♦♦♦A♦♦♦♦♦♦♦A♦A♦♦♦♦� PROFESSIONAL STAMP: •♦♦♦,,�0♦♦ ♦♦$♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ b"=11-0" 3I I=11-0" ■♦i♦♦♦i 'oi+��, '��'�'ski♦♦�i♦i�♦�i♦i♦i♦�!•♦♦'♦'♦•♦� ' !*� !� '��♦♦♦♦♦' NOT USED SUSPENDED ROD ASSEMBLY 5 LOCKABLE ACCESS PANEL 2 4■ r+�► � it--A ♦♦f''u"V. � �• ♦♦♦♦♦♦♦'4 I�♦�♦♦♦��''414' ∎A''1' 'n ♦♦♦♦♦i R-800-1K KUPSCH " " ►► 1:*, F ♦♦A! ;��j j+�A�%l��;1♦A♦1AA1♦4► 1A♦1A1♦1A♦AAA.,i;h � �1�'Ar►♦♦♦♦A♦♦♦♦♦A4 INSTALLATION KIT 3/8 DIAMETER X 3 1/2" WEJ-IT EYEBOLT �' •♦♦♦�rrr♦♦♦♦♦♦♦♦♦ 4 ♦♦♦♦♦♦♦�'�►♦♦♦�♦♦♦♦♦♦♦� r 3 TURNS MINIMUM 4 'P f 4044004444„ 4 0 0 Nib. ►♦♦♦� ..,,�410' . . ►♦♦♦♦♦♦♦♦� ♦♦♦♦♦�♦•, ��" ;,�i�i♦i♦iii♦i�i�i, ♦1♦♦♦``► .��±►!i!��!�♦1♦��A♦A♦A♦1♦. �♦♦A♦1♦♦�♦tA�'►+I� ��f?�,��A♦A♦♦♦A♦A♦A♦. BOTTOM OF E STRUCTURE L ill ��♦♦��♦��♦♦�� .�.4►;►♦��,��'�, ' ��'�♦�♦��♦��i�i ATTACH WINGS OF KIT 16 GA. METAL TRACK, ♦♦♦1�♦♦♦♦♦♦♦♦♦A♦♦♦♦♦��♦�♦♦♦1♦♦�P k�♦��♦♦�I�♦♦♦♦��♦�♦♦�♦�♦♦♦♦♦��♦♦♦♦♦♦♦♦1♦1 TO EXISTING BLACK IRO 3/8" DIA. X 3 1/2" ARCHITECT INFO: A♦A♦♦♦1♦♦♦♦i►♦A♦��♦♦1♦4 ■ �♦�`'V A, 1 VS* ' 40' . ' '1r A♦♦♦1♦1♦♦♦4 OR OTHER SUITABLE C LING WEJ-IT ANCHOR BOLTS ►♦♦♦♦♦♦♦ ♦�♦♦♦♦�♦� /'♦♦�' ♦j��'♦�► i.' ' ♦♦♦♦♦♦♦ 4 STRUCTURE. AT 4'-0" O.C. ►...........,..... .; � ..•..•,.. • •fig.........; " " OreenbergFarrow ♦♦♦♦♦♦ ♦♦� , SHEETROCK HOLE CUT BY CEIUNG 1 1 2 CHANNEL AT 12-o ON CENTER, NOTE:INSTALL CEILING WIRES PER 1430 West Peachtree Street, N.W. ♦♦♦♦♦♦ ■,,�*��II♦11 ♦♦� ♦� �♦�♦♦ � �� ♦♦♦♦♦♦♦♦ CONTRACTOR AND LE FOR INSTALLATION EACH DIRECTION FOR LATERAL BRACE ► , LOCAL CODE FOR SPEAKERS /♦1A ♦♦��■�� P.♦A ♦A� ' A �A�A♦ �1A�'��►'',♦A1♦1♦♦ OF SUB—WOOFER. SUBWOOFERS AND LIGHT FIXTURES Suite 200 ♦♦♦♦♦.♦i♦♦♦ •∎., ■ ♦��♦�' �� 4# 40-,11 10 GA. HANGER WIRE ► Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 r ' ,� � 1♦♦�i�'�I♦♦♦♦♦♦♦♦4 �,, 4 WAY, 45 DEGREE 12 GA. 1IRE BRACING NOTE:SEE SPECIFICATION FOR ►♦♦♦♦♦♦♦♦♦�♦♦��.��.�.;�1 1♦j, �j�i��♦♦♦I ♦♦♦♦♦♦♦♦� f NEW OR EXISTING DRY - ♦♦♦js � �e,�*��:��:��A♦1♦♦♦��∎41P-4; Q�►,��'' ..""''♦��►-' AA♦♦♦♦A♦A � WALL CEILING AT EACH LATERAL BRACING CHANNEL APPROVED ALTERNATIVE FRAMING ISSUE TYPE: ♦♦ 14! ',.�'' ,.A . ♦�♦,,��, �., Q�iA,o ♦�♦ii ♦♦♦�♦♦♦♦♦♦♦♦♦ SYSTEMS LANDLORD/PERMIT/BID 11/13/08 ♦♦A♦� Q+ '��►1�♦�♦�►♦�'wA�jA��'�► I► ,�I��A.♦t►♦♦�♦♦♦♦♦♦io ; .�t t Irk ♦ 1 KLIPSCH IC-6T 2 10 SELF TAPPING SCREWS ►♦♦♦♦�♦+♦♦~♦1♦♦♦�'♦�'�i►�•iii--No��'•A•�♦♦♦♦♦♦♦4► '0'7'►i�►��'►♦♦A♦♦� ( ) # SPEAKER SCALE: AS NOTED ♦♦♦♦♦♦♦♦♦♦♦♦ ♦ r�I-I♦ •�I�♦��♦A♦♦♦1♦�►■♦♦i'►d0 c00♦♦♦♦A♦♦ LL,.____,.; ) 1 1 2" CARRYING CHANNEL� �! •i♦♦il'�♦♦�� ♦♦♦�' 4 .- /,- " 1 DRAWN BY: RDF ♦♦♦♦♦♦♦♦ ♦♦ �♦;,■r♦♦♦i► ♦��±�♦•� � AT 4 0 ON CENTER ♦♦♦♦♦♦♦♦♦♦ 1 ,►. ♦♦♦♦♦♦♦♦♦♦♦ �� ♦� ♦♦♦♦♦♦♦♦♦ t A&E JOB NO • 20080475.5------)0►♦♦♦♦♦♦♦♦♦♦♦ #4,4,441 •44) ♦1ovt,A'�♦♦♦ i :'o�� '�♦A♦A1♦A♦♦♦♦� SPEAKER ,�\\F♦♦♦�; � . Jj '�♦ ♦�♦�♦♦1♦♦♦♦♦♦♦��`�t ♦♦�♦♦♦♦♦4 BAFFLE SHEET TITLE:1 ♦ ♦(11.L1�.U� .�J.r� ♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .� ♦♦♦♦♦♦♦',i41,A11,044.1,0).ii■ . ` ,;;,: I 1 CEILING DETAILS \h`1\ �♦♦♦♦♦♦. ��♦��4�♦♦♦ v�'�� P ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ FOR NEW DRY WALL( HARD DECK I INSTALLATION " " . . . . . . ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1. INSTALL R-800-1K INSTALLATION KIT IN CEILING PRIOR TO INSTALLATION 5 8 TYPE 'X' GYPSUM BOARD OVER 7 8 ♦♦♦♦♦AAA♦1AAA♦♦♦1 ♦AA11♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦� OF SHEETROCK. THIS WILL PROVIDE TRIM RING CUT OUT FOR THE SHEETROCK " / il'•♦♦1' ♦♦♦♦♦A♦♦A♦♦♦♦♦♦A�♦♦1♦♦1♦♦A�♦♦A♦♦♦♦♦� CREW TO CUT OUT FOR FINAL INSTALLATION. ALIGN WITH OTHER FIXTURES METAL FURRING AT 24" ON CENTER SECTION A /♦ 4-1r�ty1i ��►�1417),(10,j`fl, ►∎ 10419 �►1►♦. 1∎41 4 4 AS SHOWN ON THE PLANS. #8 SELF TAPPING SCREWS TO PREVENT ♦��`'A�A��<►ii, /V��►��'s�J •I`�I1AAA��►��•I��i, �V'`�♦♦♦A♦♦♦♦♦A♦♦♦♦♦A♦♦� 2. DO NOT INSTALL SPEAKER DEVICE AT THIS TIME. WAIT FOR CEIUNG TO BE SLIPPAGE OF WIRE TIES SHEET NUMBER: ♦♦11: ♦♦1♦♦A♦♦ ♦�♦A A♦AA♦A AA♦♦ ♦A♦A♦�A♦A♦A♦♦� COMPLETED AND PAINTED. RETURN TO INSTALL DEVICE AND BALANCE I �♦♦♦♦♦♦♦♦♦ ♦`♦♦♦♦�♦♦��♦�♦♦�►♦♦♦♦♦�♦♦�♦♦♦4 SOUND WITH QUINTET SPEAKERS. NOTE:NY STATE USE DETAIL A61_01NY■♦�♦♦♦�♦ .,,,♦♦♦ ♦♦,♦♦♦♦♦♦♦�♦,�♦�♦♦�♦♦♦♦♦�♦*�♦♦ ♦♦♦� N.T.S. ,_i ;'• : :! ►•. !��`��,!:��►!, , ►4�.��'s s�.�1.,',`i��!�� :� *:�;iv:'::'�'0► ' 40 NOT USED SPEAKER INSTALLATION - RECESSED Ab, �4 4 GYPSUM BOARD CEILING 1 A 6 ...... 1 : NEW STORE/ FULL GUT G.C. TO VERIFY FLOOR EXPANSION JOINT REVISE PART NUMBER PER JOINT TO VERIFY FLOOR EXPANSION JOINT AT COLUMN LINE 33.6 AND 33.7 • WIDTH. , 0 AT COLUMN LINE 33.6 AND 33.7 Iii■ , - `0. .40 4 f V' ' ' " 4 I I 11 . 0 0 - .004,44,44e444 ‘44,04 ' 1 \ '\' NN Arv-,a-ravAssrem. 1 \ k N, ArAVA mi•EN•mrigarArm, 00 \11, I 4 ° 4 tt't ' ' I*. tt4'elt' P •-v ,6" , 4 V FLOORING AS SCHEDULED FLOORING AS SCHEDULED dpor- - : : , •I t0 I , ' .41 PROVIDE BLOCKING AS REQUIRED TO PROVIDE BLOCKING AS REQUIRED TO CREATE FLUSH FLOOR TRANSITION 1 CREATE FLUSH FLOOR TRANSITION ■•■4 1 ■4■414:40401 6 kt."' ' *40 45‘4P+41"..44#"044401 "I 0 4 V 446'"41.0441 0444' 4,444- ' ' 0 ot:S. A0,40. - BALCO INC. ALUMINUM FLOOR COVER - BALCO INC. ALUMINUM FLOOR COVER 40/4 '-‘ • .- ,. : • -A I!,,‘ N., DS-1. FIELD VERIFY EXPANSION JOINT DS-2. FIELD VERIFY EXPANSION JOINT "VN , . , 4 ' D' ..: r iv o -0 r SE PRIOR TO ORDER. TILE PLATFORM FINISH FABRICATE ALUMINIUM ANGLED SIZE PRIOR TO ORDER. STAINLESS STEEL FINISH FLOOR COVER, FIX ON ONE SIDE STAINLESS STEEL FINISH 4 1 4 4 'r hihi'I" ke . , \ T85 , ONLY OF BALCO DS-2. STAINLESS STEEL .Fir li■ ' ' III ' GAP INC. FINISH. L , „ „ At!A, 41146 416, A. A,„ A ilk , , .,. „ A._,„ A CORPORATE ARCHITECTURE PI P P r:a d il a III trigre17:17„tt7 ,/1 II r It II I I APANNIWZ:11! . T...s....,-..-• \--.N...-=.14. 1.11. ArAwil iler' amordirAm .......7037.1 ,... . le i ...:71, mow AvAwAri ' AMININIA■11■NIntrOMIMMIMANI, __Ar "'1'1 P-`-'.! - V-N7"`" ATIM1 , 1611 k eg.4,74, r.,r.'Acme, ire Z An - .---..... .. "..--r-• `.,--\.=.A.N. an............ AIVAIIII AW --.1".11111411WM111 arilir IrljilNlliPdtghikinIAMlithMlirklkthinigAillAPNRIAireiPr"trfir#P#P4r,4r41P,441r4tkn ' 901 CHERRY AVENUE ''-44rit-4-44;74T-444=;74-4:747,74t=t4■17447-#74t*:-;;.:47#7:44244110A1k.4-40-46,41.46tAktAL4-414110-4,4164-15, ' SAN BRUNO, CA 94066 itia....N.Sami.4....,•.....4.4.4,.."4,..A....A.v>....*.b.t.",...*4■,•.....,&....#4..A.I.Altwic,iirmimnalvaiuw.sierisiirii,..4 51 I I■1 VA 0/A■■V.AO Ir.I IN FA MI IA I 1.11/411 I INVA■■■■■■■•■■■PA OP NI MIMI r■1 1/4■■■■■■6.." r -4t,- -7.4.- .1.- ,7" -Nor ''''' 'iv , Afiggil.<4111111illliii -..mwmdNOMDAIIIiimimmmmmimmmmmmm AFAIKAMOP-B%WiNit -"""...:--i■-__ ELWAIL.m... :.743:74 Si EMS Pf4 treirtPrariPTISZtilni PTC4 III ASS ekw 0 ZSTZtZtitil AtitTii 4.4;...4 •6....44,,4,,.. '''.PA It A I Bil Pla I PS I KA I 11521 PAM PM I Ril I PA WiTAITAM11 I IPA I till I P11 I PAII I P2 "V' "' -•" '*.. -*' -" -" "4" ' '*.. -4. '' ''' -'' '''" , ' STORE NO.: __ .... , ‘,.%.44%,<#.4„040 _ , _ :--- cfmnsimplemaimmarzessrA Am........-mito, ■ 4, 9643 , -,-: , 4 , ...4 4 4 4 4 , 4 4 ••-" 4 4 4 r1 1 0'I I"r4 V." .74 4'*Y. "4 I r "*"4"I V IN pip".vr riv",4 p?4(i r*ii rim vv. A , 4 =--- 6 % A •• . ' A, i - * ' * 0 STORE NAME: WASHINGTON SQUARE 4 - 4 2.- 4 6 - 4 - ■,, 4 - 4 -..----, 4 4 - -.--- 4 - 0...... 4 0.1 0 4 N■4**egt4'' ' ....." A. • A 14 • • *.4 . 4 4 4 V 4 4 4 V 4 4 4 %, 4 4 4 * 4 4 4 * 4 4 4 4 t. S . ....... .4 0•.4040..1041" .4* .....................• , 4 4 4 4 4 4 4 4 STORE LOCATION: 4 ' ' 4 ' ' A ' A ' - 4 ' - ■- '' ... . 4 04, ‘ 4... N 4*. 4+ .....4 04 it .4 00 #4•4■I,4 , 4 4 4 4 f 4 4 4 4 . 4■64S... 4,4■4444-44 • „SO * •.. •Nr..*1 k.40P•- -40* **Ir.- 'V.- -.IP*. - • . GAP KIDS/BABY, SUITE W14 \ 1 " " A A A A \ A A A A A 4*.. • 404*.4,0*.....# 4 .... e # 40 .440. ' . -11 , A A A A A A A A A 4#4, • 9677 SW WASHINGTON SQUARE RD. i , TIGARD, OR I . , . 97223-4452 0 I 0 , N :?444:" ,..1,:.,741,4,44 4 ' GAP PROJ. I.D.: 0000044301 EXPANSION JOINT COVER - FLOOR HALF A62_12 12 EXPANSION JOINT AT DISPLAY HALF A601_08 9 EXP. JOINT COVER - TILE FLOOR HALF A601_08 6 1,4^4,,N,Li4t4, 4kd 4110; " - 4`. PROTOTYPE V9 DATE: ■■ ■II■ ■ ■•■41/Ar II 1/ y A■ 464116AIWAL • ■ 1 4 08/1 1 /08 -yr - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - ' OPENING Q1 /Q2 2009 - - - it:I.' i •Aft,'■ ' r/N.11* ' 1 ,11., - -..•--- - - --, --,-- --A-,--.....•..- i---'-"-'-"A‘" 44104410404" 4•41• Ltd VI k' %1,41t 4014 ' 414P - 401P- - - , 4 110 4 • + i 114w4o. I ; P414. iftl.ft; "1"0 04\1 - - - ■ ■ v. ..4 , I 4 / I • . 4, I ■ SALES AREA vs STOCKROOM 4 l'' " 1 ' '6 • 0' - 440 *4,44 I I I I , 4 ■ , , OFFICE ______,, STOCKROOM i 4' / 1. ' 4: 4.. "11 e 'V' ° ' 'I' 4-0 dQ 1* 4 .IA+ . e v 4 '4* .•#1■11 - ... 4, 4 ' , , -...... DOOR 4 **t4044** L.et t44;. , --. ir 4. 4■ , ' 44* 41* 4-104+4* 1 • re s• . - 414 . r •' 40 4 +-440446", I ■ # . _.... DOOR -me DOOR STOP BEYOND 4 ./ .111 .tivr•c,.,• ;1;415 4:,' 4+ -:40#44P - i 1' "4 '4at 1 N 1$$4/0140•4;1? I i);... , p' ' As 11'141) Poll. :,;40•411 , o4i)o . , l''44* 4 '446:1‘9 t 11410 IA ■ 4 4 "I , , 41' , , '0 ' ., 0 . 46 • 4' . 1114 4° 'W0 FA; it. ■ . : f;‘ 11:;44.\IP#.41114*• 1:4 411 , 44 t$, ' ..... DOOR STOP BEYOND _..... FRAME BEYOND 4 :• ', ;., , Olk, Alt 41 4,164 It be_ -4 b._ -4■_ - — . . A -...... FRAME BEYOND ' 4a4141 glififi & lift WOOD FLOORING OVER 3/4" 4. PLYWOOD r41.10 4. , 46'- e 4.40,44p 4044‘041,041 10,410 to 000 Ivo/0104Hk 1,400 4004p,00,40110-„ir•-•■■•,-.4.-, -4-- 1P-,-.40.--■,--0.-40.,-:4, -, -... 7 -9-4,..7....4-, 410114114.11114.01k11144,14ktilittitticiokikatii,4011047110144tiftlittlit' '', '‘ -' • - 1, l' I ,I I I ALUMINUM THRESHOLD WITH 4 4 vIt ', , - liK MITER RETURNS. SEE DOOR ■ 4' 4 e 1■ 4 .4k...41b.4eil ' . ‘ '',..., ' , - „., ' - , , ' * . 4 1,L../.../......./..../....e..../..../...,.,..e.„x...../...,■'A,./...,■API I... Z.4.1k...4.6..adriA. .....cdor....O.,...4oA.....,._...d.%...mat.....r....Aadk...arl... SCHEDULE 4)... .4*4,,,Alai..4.04 4.r.#4,48 4.#4.4.A._A.AIL AL AL .4‘ AL AL A. AL AL AL ..■ AL. AI. .■ ArAWALIFAIGIALIIALIALV/7.74/41174LIVALIGIrANIPMWIALTA4IYALWALeALW,ALVALMI_AIWA,ALIV,ALWW,ANIIAW,ALW,Air ALIcrALIVALVAL71 I I r V"4 I riWiliriP r0+V Cr.I rir+947 474 41' 1 4411. AM. AIL .■.. CARPET AS SCHEDULED . ■ro tit t tozw..........4 ........... .4,.•..•■ 46 Neer - ArAir ■&-. aordl.krampar Nov NIP-ar ■ ■ 40-4P- -■41 1/8 V.C.T. FLOORING A■ A, A, A. A. • All, At. AL A. & Ai- diti. Ai Ai .11b dili 4 ■ ...-.., ,-1;1....-..,- vr Iv'ipp,".1.,""Ir iv'fir"IF'''v'Ily'1,-A`,-..,-lir"v•',r-'1p''lir.quir'v..".v A"IF'IF-*1r' 40 WHERE OCCURS #,&v,41.7,41PAVAIPAESIMPAIWAVA911WFV04P,arit4PAVALV:AligAVA,VALIPPANWPACtlakni,:_literetzrAA.-IVALVAWAV.Al■ ,IMATIKIKIPA......04PA*.411.9.9.■•■•■•`),AILIIPAAWAIMMLIMMIA.............APAIMMMILIKOA.1>A.;A. A. A DOOR REDUCER STRIP 4 RN 74747.747.3 eltr4SIZETO 4,AM 07.1 rt.14 For416r4747,417-64 vele Plere".747.4 rertgart 7 18L.A.IN- -"INS * , -4451:44r, 4.0. At-V.V. Ar. Ab•WASPAT-earik Aa• -14 at 4. A' A6' At' '6''. Al''' 44' '''' 4' , . . . . . . „ . . „ . . . , , „ , iiimm■■_46, _ ■. _......_ .. . ..iim. Atmam..... . . _ _ _ ■...46,.. . ... .. _ _ Arroyairv. Isis COLOR: BLACK I m sr-■-■-■-■Nr-4r-o-NP--4mwmx■ ,,o, Or dr Or r. 4r I" 4Ir Ir Ir IF Ir Ir IF I' I dr 42 riii viii ris 61 rid KT d i Ira 67,2 gm pim mg ig Ira rag hwa bm i nom wai tri i 1,-.41 LTA 16,r rm.NI kw i pzi 16,ea iikw rA g ra i gm wig ra ErzA gm FA.a is.1.4.mil br a 4*._,....**.O.A.Aes _04.422.21:122.417(6.4*.#.../..".._ ........... ...t.A.A.46.46,416,46.."."...A.. .6.410' iir iv ■ ■•■ ■•■ ■ ■ -‘, `■ ■ • ■`" • .V V 1 PI ri r-'4 V--**----*----*"—*---".i-F 1 r."41 I 1/8" V.C.T. FLOORING WHERE OCCURS 17 (E) CONCRETE SLAB / '■." V Ar ----"A A"34 r Pril I rl P4 Pir i r Notri I Fit 1144.41 14,4441 Pi 01 P31 II I Pil tir 1 I 14 1 I Vier"' 'r4r e4 P 4, i It. 4.0.. ...,, ... . . ......4,4,..4 A ilto 0..•.4, *. 888.1, .•4,*s It ,c• A /4 A A . • •• ' • • 4 . • • AIA■ 4., •••• 4.:. : . .• 4.4 . , • 4°' . 4. . * • *-4 4 tto : _ us 0/8- vs , ,,.i,4: :_4,.., 0 • 4•. .., • . 4. ,- N.,: • t . • (E) CONCRETE SLAB A., 0 ,N,„, • ;14.• ,, ■ k,,, 1 4, .4 40. 4 • 0 ••4.. • .44 ' O''' 1 - 4 4. - 4,AI. . • 4 ':` ■ ' ._4_,L.L,A,diiiii0,,, ,A 4'10-fat Fit Twitir 7,717.- , ,07 , . 4 v • A • *. • A • * . .4. 4 . FLOOR LEVELING '4■40 MAX SLOPE 1:50 -44t44:**A1i.t4fr"t* **1141t6.14* I , 4Vi4r it*411-0. M -•. .,t4;/>01,1 4 -..t.f.. . PROFESSIONAL STAMP: dV I ' b 1 • I A II. A 1 A ie CONCRETE / CARPET TRANSITION 3"=11-0" A62_11 1 1 WOOD / CONCRETE TRANSITION T=II-0" A62_08 ... .r. v. viramor .......... Nr ■ lir N. ■ ■ 1r r yr 1.47.147 v- r v- 1. , , ■•■•■ T. Nird 1 r 'lir NINNICIF III V' 11.11/ `OW VOT ■4 Ir4 r ■ ■ 9 Iv ... V' 7'V ■ NI 7 IP' Vly 1 g 74'No r '&N. ‘;‘Prilev ‘;e .% 4 ALI■411riV Ill■ 464L4142■r 44 4111 41■*1■Pe.P4 4L1 L 44 2.17- 41 iii■ ANIVABIANIAMIALNIAL .&. .&. AL. ANIANIANIVARIA.W.■ ANIFAMFAIL AMMO. A. A. A. A, A. Ah, ... L ad. ... - - ■ .....t. ... A. .... ......................—.......-46. 46-■ .............,................. .... ,.. ■ AL■AL■AL■AL AL AL■AL AL,FAL■AL■AL 411. ■ AL. ..■■■■■ 411, 416. •■ •■■■■■■• '1/4%''' 8 ika.414..1.1eAL' 4 itikt, Att.L A,,` ■/It ,,la,.. 1 SCHEDULED 11LE e,... 1.• ai. rz,,-,,,,.., ‘ SALES AREA/ RESTROOM CLEAR SEALANT ,16, c">liA4t 1/16s GROUT or q ‘- CORRIDOR 1/8" CLEAR ANOD. ALUM. DIVIDER STRIP. TOILET STOCK ,/, 1/8" CLEAR ANOD. ALUM. DOOR ROOM ROOM SOLID 3/4" WOOD FLOORING 0/ SCHEDULED WOOD FLOOR ARCHITECT INFO: DOOR STOP BEYOND No- 3/4" PLYWOOD SUBFLOOR, SEAL ALL DOOR PERIMETER EDGES AT TILE, GreenbergFarrow SEE PLAN FRAME BEYOND N.- FOR FINISHES 1430 West Peachtree Street, N.W. -.0 DOOR STOP BEYOND LL BOARD WIDTH Suite 200 /- tAt4174ta6,0G1A40300030: .....■ FRAME BEYOND TILE ON CEMENT1110US LEVELING : 404 601 3980 UNDERLAYMENT - SLOPE IN ALL AUGN ALIGN DIRECTIONS AT 1/4" PER FOOT i LissuE TYPE: MAX. ANDLORD/PERMIT/BID 11/1 3/08 SHEET VINYL. T19 CORIAN 'THRESHOLD, FINISH: -141144t%■ 610°°..11 .. .4 -".A110 .t .11 lii I 0 : ar 4 NIIIINN ro's... .....". FLOORING DOOR SWEEP METAL THRESHOLD. BLACKBERRY ICE WOOD FLOORING 0/ 3/4" PLYWOOD "c ....■.....) . 4 Adirllr■■■.mr'""'"'""dwAwAI■NmmmrAwANr■NrAwAr- AIIIIIAMIAIIPFAIIIIAIIIIIIIIIIIMI•1111111111111111111111111■/Alr■MllrlIIIIIII i A <, ,cl A < a 4 <7 - 0 # IIIIIII■1IIIIIIIIIIIIIIIIIIIIIINIMIIIIIIVAIL- IVAIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFAIPFAVAIIIIIIIIIIIIIIIIIIIIIIWAIIAr- rallr■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII•1IIIIIIIIIIIIIIIIIIIIIIIIIIVAIAIAIIIIIIIIIIIIIIIIIIV A II■111111111 M IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I AVAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINI J/ " '/ 4 4 4 4 SCALE: DRAWN BY: AS NOTED A&E JOB NO 20080475.5 I 1 ip SEE DOOR SCHEDULE (E) CONCRETE SLAB IN a , 4 .1 4 d 4 A a < a - 4 z 4, 4 4 A LI a 4 4 4 „ A 4 SHEET TITLE: DOOR/FLOOR DETAILS I__ _j __ __ T............._.... ._ (E) CONCRETE SLAB (E) CONCRETE SLAB ,,,,......_ ... . - 44-7Ammoommg, . ..- , ,- / i 2'>. A A CONCRETE UNDERLAYMENT / LEVELING PATCH - CONCRETE UNDERLAYMENT / LEVEUNG Q Q (?. ,, G. , 0 , , SLOPE IN ALL DIRECTIONS AS REQUIRED TO PATCH - SLOPE IN ALL DIRECTIONS AS ,,. 0 4 z,, 0 4 L, 0 4 PROVIDE SMOOTH TRANSITION - PROVIDE CEMENT REQUIRED TO PROVIDE SMOOTH TRANSITION V , V 0 4 ,, 4 4 u ' 4 u BASED FINISHING UNDERLAYMENT AT EDGES AS •-• A 4 - PROVIDE CEMENT BASED FINISHING „ ,A , ,, ,, „ , A, A r.. / r--, .7 REQ'D FOR FEATHER EDGE UNDERLAYMENT AT EDGES AS REQ'D FOR FEATHER EDGE SHEET NUMBER: A6 MN= 2 CONCRETE TO SHEET VINYL TRANSITION 311-l'-°li A62_10 10 WOOD / TILE TRANSITION A6207 7 WOOD TO WOOD - ALL CONCEPTS A62 "_04 4 TILE TO WOOD - ALL CONCEPTS A62_01 1 NEW STORE/ FULL GUT SALES STOCK 'A N,,,, , , \\ , , , 1 BASE BELOW AS SCHEDULED \\ \\\\\\ WALL CONSTRUCTION AS SCHEDULED, ' 5/8" GYP. BD. ON 3-5/8" METAL ► : FINISH AS SCHEDULED 1 STUDS - PROVIDE TYPE 'X' AT WOOD BLOCKING & SHIM RATED PARTITION LINE OF APPLIED BASE BELOW �� INSIDE FITTING ROOM N N 4\ » 1 X 4 WOOD TRIM (BOTH SIDES), % . 44 ..... WOOD BASE BELOW 11°'-'1 FINISH AS SCHEDULED 3-5/8" 20 GA. STRUCTURAL STUD "' :: 4 % GAP INC. DOUBLE ANCHOR GA. STUD BOTTOM OR E CORPORATE 901 CH ER ARCHITE CTURE AVEN E -, r 5 SAN BRU N O, CA 94066 METAL FRAME KNOCK-DOWN - ��,\ R(` DRYWALL 16 GA. DOUBLE RABBET y "' STORE NO.: WITH COMPRESSION ANCHORS `` TAPER STRIKE SIDE OF DOOR AS 9643 � NEEDED TO PROVIDE CLEAR SWING 1" X 5" FINGER-JOINTED PINE ,,- _ M JAMB, FINISH AS SCHEDULED STORE NAME: WASHINGTON SQUARE 1/2" X 1-3/8" DOOR STOP, STORE LOCATION: DOOR AS SCHEDULED ►_,--- ALIGN W/ TOP AND BOTTOM OF A6-3 DOOR GAP KIDS/BABY, SUITE W14 rli— 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044301 3"=1'-0" 3„=1'-0” PROTOTYPE V9 DATE: HEAD/JAMB- K.D. FRAME, TYP. - 12 FITTING ROOM HEAD/JAMB - GAP 9 NOT USED NOT USED 08/11 /08 Ab21_12 Ab21_09 » 13 " OPENING Q1 /Q2 2009 5" B 5/ _ DOOR AS WALL WIDTH \- 0F,■ SCHEDULED / / R co VARIES \ \ -_ $ 10 EXTERIOR FINISH BY LANDLORD, SEE \ SOLID CORE DOOR W/ BASE BUILDING DRAWINGS APPUED TRIM, SEE: �� , \ II'6-2. R " �r METAL FRAMING, SEE BASE BUILDING DRAWINGS y PAINT GRADE HARDWOOD TRIM 41 f r R MECHANICALLY r 3 ° FASTENED TO HOLLOW METAL FRAME / DOOR. FILL AND j y SMOOTH FINISH. ___ SAN il CD SECTION i R °° Scale: 3"-1 '-0' METAL DOOR, (, SEE DOOR SCHEDULE SERVICE / SALES CORRIDOR PROFESSIONAL STAMP: ELEVATION 3"=1'-0" N.T.S. , .0,,,,_ ,. ,. HEAD/JAMB- STEEL FRAME 11 NOT USED NOT USED BABY DOOR DETAIL 2 ;F;. A621_11 A621_02 40 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦�♦♦♦♦♦�♦♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦ / / [3. 10 / / 1� E, , �,,♦��♦♦��♦♦��♦�� ♦��♦ ♦♦��♦�♦♦♦,.♦�♦♦ DOOR AS . 1 CASHWRAP SCHEDULED �` t� �� VIA'� 1 d ► (CONTINUE TILE t• ,,.wA♦ BELOW) to 16GA BRUSHED STAINLESS ��►�.��►_��.��♦ ��►�� STEEL KICKPLATE BURNISH ♦♦♦♦♦♦♦��♦ ►��1♦��♦ I♦ ►��♦ ►� ��' �♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦II'♦♦��►♦♦♦t'♦�'♦♦♦�♦'�♦♦♦♦♦♦♦♦♦♦♦ ARCHITECT INFO: EDGES SMOOTH AT (4) SIDES . ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦Ii♦♦♦♦♦♦11 4►♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ SEE DOOR SCHEDULE FOR D ♦♦� / ♦♦♦♦♦♦♦♦♦♦♦♦II ♦♦ I►♦♦♦♦♦�' ♦♦♦�♦ ty• �',♦♦♦ EDGE OF TILE AS 1�4 WOOD SIZES AND QUANTITIES ♦♦♦♦♦♦♦♦♦♦♦♦♦�►.,I'♦♦♦♦..�....�►�/�►.. �r+ ..•�! �f,. `1 , GreenbergFarrow ♦♦♦♦♦♦♦♦♦♦♦♦II'♦♦II►♦♦♦♦♦t'♦♦♦s♦♦♦♦♦♦A PA L,"111&' 1 %`1'♦ COUNTER ABOVE SCHEDULED PANEL DOOR WOOD TRIM, AS SCHEDULED = ♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦11♦♦♦♦♦♦♦♦♦♦�► ►♦♦♦♦♦''7071i1Mq-(1' ♦ i SHOWN DASHED SHEET METAL SCREWS �•► o o o o o o ♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦�i, I'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•►♦/•♦♦♦�♦♦♦♦♦'��►`�r�♦��►�v♦ ( ) WITH SOLID 1430 West Peachtree Street, N.W. ♦♦♦♦♦♦♦♦♦♦♦♦II'♦ 1I►♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦ ♦♦♦ ...:.. CENTER PANEL % Suite 200 SEE DOOR SCHEDULE FOR . t' ►•t`�♦♦♦♦♦♦♦� '♦♦�I►♦♦♦♦♦♦♦♦♦�+.1FS.4074,'��♦ ♦'E� ,�i 1,' Atlanta,SEE DETAIL:♦! '�!'�"!�'� ♦♦♦♦♦♦♦ ♦1 ♦♦♦♦♦♦♦♦♦♦ �11"�'�►♦ GA 30309 KICKPLATE UAN11TY AND �'�'i��•'��'►♦♦♦♦♦♦♦1� ♦♦iI ♦♦�i•�`♦♦♦♦♦ t: 404 601 4000 f:404 601 3980 WIDTH 0 0 0 0 0 0 ♦♦♦♦♦♦♦♦♦♦♦♦II'♦♦1I►♦♦♦♦♦♦♦♦♦�♦'�♦♦♦♦♦♦♦♦♦♦♦ CASHWRAP TOE 6-3. ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦ ;♦♦♦♦♦♦♦♦♦♦�►�►♦♦♦♦♦�♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦II ♦♦ (►♦♦♦♦♦♦♦♦♦�♦ ♦♦- 4--.'�' '♦♦♦♦ KICK 1" 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦11'♦♦♦♦♦♦♦♦♦♦4►�►♦♦'Ir♦'�:�+�♦♦♦♦ ISSUE TYPE: ♦♦♦♦♦♦♦♦♦♦♦♦II'♦♦�I►♦♦♦♦♦♦♦♦♦�'♦'� ♦ ♦� '` 'r♦♦♦ LANDLORD/PERMIT/BID 11/13/08 . .t"t► ♦ ♦��♦ �� , �� ♦ SCALE: AS NOTED 4 44 P425 S.S. KICKPLATE AT PANEL DOOR 10B I �►•► » �'�i��►♦♦♦♦♦♦♦♦ 11♦♦♦♦♦♦♦♦♦♦��►♦47 ;r►. .. ♦♦♦♦ CLEAR ♦♦♦♦♦♦♦♦♦♦♦♦11,■♦♦�I►♦♦♦♦♦♦♦♦♦ ♦ ♦♦/�♦ !,i►. ►'►♦♦ DRAWN BY: RDF ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦1�♦♦♦♦♦♦♦♦♦♦4��►♦♦♦♦♦. a '411,t . ANOD. ALUM. ♦♦♦♦♦♦♦♦♦♦♦♦11, ♦♦ 1►♦♦♦♦♦♦♦♦♦�♦ ♦♦'V. ''tri. ♦♦ DIVIDER STRIP ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦11♦♦♦♦♦♦♦♦♦♦ ��'♦♦♦♦♦�1 f�► ♦♦ A&E JOB NO.: 20080475.5 ♦♦♦♦♦♦♦♦♦♦♦♦II ♦♦�I►♦♦♦♦♦♦♦ ♦ ♦�♦♦ '�♦♦♦♦♦♦♦♦ . . . . B SECTION ♦♦♦♦♦♦♦♦♦♦♦♦II, ♦♦ 1 s�►�•.Ak∎aw v"■ �� ♦♦♦♦♦♦ — SHEET TITLE: SHEET METAL SCREWS 0 0 0 0 0 0 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I ♦♦. ,►:,:.:,♦♦♦ ;♦�♦�j/♦♦♦�,.♦♦♦.♦♦♦♦♦♦♦♦♦♦ Scale: 3 = -0 16GA BRUSHED STAINLESS - ♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•I ♦♦♦♦�♦��I��♦�♦�♦�♦�♦ ►�♦�♦�♦�♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ DOOR/FLOOR DETAILS STEEL ARMOR PLATE - 0 0 R ♦♦♦♦♦♦♦♦♦♦♦♦ ►♦��♦♦�I�♦♦♦44.417♦ r4".40♦♦♦♦♦♦♦♦ ALIGN �► IGId BURNISH EDGES SMOOTH AT V\st °D ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I►♦♦�� ♦ ! ♦♦♦♦♦♦♦♦♦`♦`♦�♦�♦�♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦(4) SIDES N ♦♦♦♦♦♦♦♦♦♦♦♦♦��' 4 4 4 ♦...♦�'♦'' '♦♦4i'�♦'�4,41♦♦♦♦♦♦♦♦♦♦♦♦♦♦ / ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�i' 4' 1 ♦X16♦♦♦♦♦♦♦♦04lit♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ SEE DOOR SCHEDULE FOR 0 0 0 0 0 0 o f �- ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.I ♦♦�♦�(��j♦♦♦♦♦♦�♦�♦�♦�♦��w��j ♦♦ WOOD PLANK ♦♦♦♦♦♦♦♦♦♦♦�♦�♦ �'�^�'"�' ♦♦ FLOORING AS WIDTH ♦♦��♦♦��♦♦♦♦♦♦♦��►.��►♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'�'��'"'ell:-'1♦♦ ♦ ♦♦ ♦♦ ♦♦♦♦� ��♦♦�♦♦♦♦♦♦♦♦♦♦�' SCHEDULED A ELEVATION SHEET NUMBER: A 6 _ 2♦♦♦♦♦♦♦♦♦♦♦♦♦V♦♦♦♦♦V♦♦♦♦'V'V'V♦♦V'V V♦♦♦♦♦♦♦♦'V V'V'V'V ♦♦♦♦ ,� ♦�i�i►�i�♦�i�i►�i�i�♦�i�i�i�i�i►�i�i�i�i►�i�i��i�i�i♦♦�i�i�i�i�i♦�►♦♦♦♦♦i♦i'�i♦i!♦�i „ 1 DR -0 I ,-7d�,4 i , t.1:�:'7.,:♦♦.��, .1♦♦♦♦♦♦♦♦.►,�♦��®I►��♦�♦i�♦�.`�.�♦ — - 1 S. S. KICKPLATE AT WOOD! H.M. A621_10 10A 4�!;4-�!��-�,�a!�� ►�1`�� : i�;�_ 4;►� l!;,♦..♦ ►-,-,- - -♦-♦-►. ,♦ CASHWRAP FLOOR DETAIL GAP 4 KIDS DOOR DETAIL Ab21 01 Ab21 04 _ NEW STORE/ FULL GUT, , , , , , , , _ _ , _ _ _ _ , , , , .. 9'-6" A.F.F. TELEPHONE T.O. OPENING $ t/ / t \ /EQ. EQ. EQ. EQ. \ \. SPEAKER VOLUME , �,, CONTROL NOTE: RUN TELEPHONE AND VOLUME \ / CONTROL WIRING BEHIND WALL THROUGH 7 -� SURFACE—MOUNTED PLASTIC CHANNEL, TERMINATE AT TELEPHONE & WIRING I = r CONTROL, RESPECTIVELY �� o o RECESSED 1 -.. RECESSED 1 --. RECESSED STANDARDS, TYP. 4� STANDARDS, TYP. " L - STANDARDS, TYP. 7 :cr HANGROD \ / . HANGROD 1 ADJUSTABLE N.- 5'-0" A.F.F. T.O. / TELEPHONE 5'-0" A.F.F. T.O. dik ' . / SHELF $ SHELF SHELVING ABOVE GAP INC. '-0 © 0 " = 4—6 — ' 0 ° - " 6 1 CORPORATE ARCHITECTURE 4 8 A.F.F. C.L. HANGROD 4—8 A.F.F. C.L. �n HANGROD 0 0 � HANGROD 0 B D 901 CHERRY AVENUE _ . T.O. TELEPHONE / \ _ 3'-6" SAN BRUNO, CA 94066 T.O. VOLUME A . / \ --\ CONTROL STORE NO.. 9643 �� HANGROD �- \--VOLUME CONTROL STORE NAME; WASHINGTON SQUARE o 4 1 I I STORE LOCATION: WOOD BASE, AS 1/2"X1/2" SURFACE- . © ` WOOD BASE, AS e. �, MOUNTED PLASTIC _ " GAP KIDS/BABY, SUITE W14 SCHEDULED CHANNEL, WHITE '- SCHEDULED 5—3 4 9677 SW WASHINGTON SQUARE RD. 1 0'-0" FINISH _ "' WOOD BASE, AS O'-0" FINISH / / TIGARD, OR FLOOR SCHEDULED �' FLOOR 1 I TELEPHONE/VOLUME 97223-4452 CONTROL WIRING B A GAP PROD. I.D.: 0000044301 D (SHOWN DASHED); SEE NOTE 1 lie 1'-0" 1 J2 1'-0" PROTOTYPE V9 DATE: HANGROD ALCOVE - ELEVATIONS 6 HANGROD ALCOVE - PLAN 3 08/11 /08 A631_06 A631_03►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦♦♦ !!!!!!!!!!!!!!_♦l aL-'��'t.♦ 1♦♦♦♦♦♦♦■ ♦♦♦♦♦♦♦♦♦♦♦♦♦_♦♦_♦AAll. ♦♦♦.b!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦//♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� OPENING Q1 Q2 2009 "V , ", #►♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦�►♦- II, ♦♦♦♦♦�►♦��♦/►♦♦♦♦� ♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦" " ' " " " " " " " " " ' " " " ' ' " " " " ' " ' ' ., , , , _♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ , , _ , ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦II►♦♦♦♦♦♦♦♦♦♦: ♦♦♦♦♦♦T♦•♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ REVISION # ♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦��♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦ •• ►♦♦♦♦♦♦I I1'i♦♦♦ ' �. I4�' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ • ►♦♦♦♦♦♦_�� ♦A�l�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�AI∎A ♦♦1►♦♦♦♦♦47'T 01> - '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦ ♦♦♦♦♦♦♦♦♦i♦1►♦♦♦t• ►!� ► : `*•4 ► ► *�R ';♦♦//♦♦♦♦�►♦♦♦.♦♦_♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦♦♦ 'il/♦♦ /♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ' .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦/►♦♦'►♦♦♦♦♦�►♦♦1►♦1►♦♦♦ 4104.. ♦♦♦♦♦♦♦♦�►♦♦♦♦��►♦♦il►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦11►♦♦11►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦:►♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦v♦♦♦►♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦1► VV♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦111'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦11►♦♦II►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��,♦♦♦♦4'♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ 1'♦♦X11'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦11►♦♦II►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦V♦♦1►♦♦♦♦♦V4♦♦♦♦V'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦!11'♦♦♦♦♦♦♦_♦�♦�♦�A♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ►♦♦♦♦♦♦01►♦♦i►01/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1'♦♦♦♦♦♦♦♦♦1►♦♦� ♦♦/►♦'l7�i�►�i�►♦♦♦��►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦/►♦♦'►♦♦♦♦♦�►♦♦/►♦1►.►�♦♦♦ ♦♦.�♦♦♦♦♦/►♦♦♦♦ r- - ♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦1II. 1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦'�♦4 ,♦♦♦'►♦♦♦♦�►♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦01►♦♦�►♦♦♦♦♦♦♦♦♦041 ��.4i)K 14'x' ♦♦♦♦♦♦♦♦♦1I'♦♦ ►♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦'01►♦♦'011♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦t►♦♦��♦♦t►A♦♦♦♦�►♦♦1,-�►♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦/►♦♦'►♦♦♦♦♦ ►♦♦/►•411.• ♦♦��1►'i'i►`t►�►�►`'�i+��♦♦♦♦/►♦♦♦♦q�►�♦��♦♦♦♦♦♦♦♦♦♦r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦11►♦♦11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'♦♦4►��♦♦'►♦♦♦♦/►►♦♦N♦♦♦ ♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦0//♦♦♦♦♦♦♦♦♦♦♦♦041'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1:11 _ ►. ...._♦♦.♦♦.♦♦_♦♦.♦�♦1/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦011♦♦01/♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦�►♦ ♦♦♦�►!♦♦♦♦/►♦♦�i//♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦1►♦♦'►♦♦♦♦♦/►♦♦1/♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦111�•�:i+pr.��. ,�4.. . . .® . . ,■A■iiI ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . ♦♦♦♦♦♦11►♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦'�♦1►♦♦♦'►♦♦♦♦♦►♦♦♦ ♦,.♦ ♦♦! ♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦n♦♦♦♦♦♦♦♦♦♦♦♦♦o'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦111'♦♦♦♦♦♦♦♦♦1/♦♦1►♦♦♦♦♦+♦♦�♦♦♦♦♦♦♦♦�♦ ►♦♦♦♦♦♦II'►.. 1411 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦ ► _♦♦♦ ►1►♦♦♦♦1►♦ ►♦/; '•► ��► !►,1'♦♦♦♦♦♦ ♦♦♦♦♦♦♦/►♦1►♦♦♦♦♦♦♦♦ ►♦♦/►♦1►♦._4♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦'►♦♦'►��''►♦♦♦♦•_•_•_•_••_•_•_♦'R:�T�►'1 br•�-�'3�.�'-�i►�''�WI''V ,T ♦/ ♦♦♦♦♦♦Ii►_ .►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ /►♦♦♦♦♦♦♦♦♦' t ♦1♦'►♦♦♦♦♦ ♦♦♦�1►♦♦4C4�►►`hi►'+i♦♦♦♦♦ ►♦♦♦♦♦♦♦♦N♦♦♦♦►♦♦♦♦♦♦♦♦♦♦4' �w�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦111'♦11►��►♦♦♦♦� •�wli► ----- ► ' S►Vol>401!'*►�V�' - . ►♦♦♦♦♦♦011♦♦OI►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦�►♦'1'♦♦♦�►//♦♦♦♦/►♦♦♦/►'�♦+41s��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦'1►♦♦'►♦♦♦♦♦/►♦♦/►♦,l►r►��♦♦ ►♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦'�►♦♦'!►r♦�'�♦♦�I♦♦♦♦ ♦♦♦♦�► �'y :4;', 1,►e► `.1r„♦♦�1►♦♦II► ♦♦♦♦♦♦♦♦♦'��1'1►♦♦♦'►♦♦♦♦♦►♦♦♦/1►♦♦'�►•i►♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦�` _ '/'♦♦♦♦♦♦♦♦♦♦♦�' ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11'♦♦11 '000♦►♦♦�i♦♦♦♦� '_'! i �•J4►r ` � ' ►♦♦♦♦♦ ►011♦♦01►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦t►♦'1►♦♦∎►t►♦♦♦♦♦�►♦♦♦4/'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 4Pr '1►♦♦♦♦♦♦♦♦♦♦♦1► N,Ir∎ a♦��♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦°�►♦♦'�►!► ♦'►♦�i♦♦♦♦♦♦♦♦♦ �'P♦..I'A'it , 1.43.At'Itt`�♦♦♦♦♦� ♦♦♦♦♦♦1►►♦♦II►♦�i►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'111'1►♦♦♦'►♦♦♦♦♦►�1♦♦/1►♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦/1NA♦♦♦►♦♦♦♦♦♦♦♦♦♦A'♦��.i.�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1111'♦♦111' • ♦ ►♦�i♦♦♦♦♦ •-1/♦♦♦ i�ri►i►�1�►�i►+b►+�►►r�♦♦♦♦♦♦ ►♦♦♦♦♦♦011♦♦� i►_46./n♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦t►♦'1►♦♦♦∎t►♦♦♦♦♦�►1f♦♦//'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦1►♦♦'►♦♦♦♦ ►♦♦/►�'I►♦�, ♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦'►♦ 4 tr-t►-!♦'►�i♦♦♦♦♦♦•r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ , ♦♦♦♦♦♦ti►♦♦111✓-11♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'♦t11►♦♦�>'►♦♦♦♦♦►♦♦♦11►♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦N1►♦♦ ►♦♦♦♦♦♦♦♦♦♦♦A'♦♦v♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦1� •`♦♦►�i♦♦♦♦♦♦ //♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦011♦♦ I►� �r_♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦t►♦'1►♦♦♦t►♦♦♦♦♦�►�►♦♦1 '�♦♦Si' ♦♦♦♦♦♦♦♦/►♦.1►♦♦♦♦♦♦♦♦�►♦♦4►�'1 ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1►♦♦♦ '►♦♦'►♦1►♦'i♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ , ♦♦♦♦♦♦11►♦♦Ii►♦ i�� :44►♦♦♦♦♦ ♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦'�t1►1►♦♦♦�'►♦♦♦♦♦ti♦ ♦11►♦♦♦�i1U;♦♦♦♦♦♦ ♦ ►♦♦♦♦♦♦♦♦N♦♦♦1►♦♦♦♦♦♦♦♦♦♦�/'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦111'♦♦♦�i►♦♦♦♦�♦�♦�♦��1/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦011♦♦01►♦,.,I►♦♦ /►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦Qt► -1,-♦O♦�i► ►♦��'♦♦ ► ♦ //'�♦�- -�...►-��♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦1► '1►♦♦'►♦♦♦♦♦ ►♦♦1► ' ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦'�►♦�'1►♦1►�� ► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t is.►♦♦♦♦♦♦011♦♦01/101'11♦♦�♦♦♦`♦♦�i♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦at►/�'10♦♦ 94,4°♦♦� 11♦ ►`♦♦\ 1 v♦♦ ��►4i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦1►♦♦♦♦♦♦♦♦t►♦♦1►.!'∎►-!-!-O-♦' ►♦A ♦• .-S•♦♦♦1►♦♦♦♦el►♦♦4,►'v•►001,0411 1 ►♦♦♦.:� _ _ ♦°�'kr+,1111 4>'�►•>I 4,�'I► „30,4►♦♦� ♦♦♦♦♦♦11411 .111 4111 ♦♦t►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦�1• 1'1►♦♦ ►♦♦�1♦♦■ .A 10 v- ►♦♦♦♦♦♦♦♦N1►♦♦t►♦♦♦♦♦♦♦♦♦N�'��±►► V 11+� +L�-�O♦♦♦♦♦♦1111'♦♦1111'♦►t ., ►♦♦C�♦♦A1/ ♦♦Ii► ► 4!�►t►♦.!4:�►♦�i�►'�!+► ' ► ►I ''► �, , ► '1 ► ►� , ►/ . . ►i •J 11 q1 1.ir_ ►/ ►1 !� ' ►� .•L� �.1 ►,I (� ►.:�. ♦♦♦♦♦♦ 1/♦♦ 111 I, ♦♦�♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�■♦ /♦♦♦1 ♦♦♦♦♦/ ♦♦�►�♦♦♦� ♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦/►♦'1�♦♦ ►♦♦♦♦♦/► ♦//� ►♦♦♦S='t, .III .► l► `♦♦1/♦♦♦� ►♦♦ ► _ .. I0I ►�I♦♦♦♦ ♦♦♦♦ �i �t� ► - ►1 ♦♦♦/ ♦♦♦♦♦♦11►♦♦III►♦'111 ♦♦ ►♦♦♦♦V♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦'fit 1►♦♦�i'►♦♦♦♦1►♦♦♦♦11►♦♦w��►-wt► ♦♦♦♦♦ ►♦♦♦♦♦♦♦♦N♦♦♦♦►♦♦♦♦♦♦`-;♦♦ '♦♦♦♦v't►�•ti►`►�ii�r>�i►�i♦♦♦♦♦♦1.11'♦♦111'♦••♦►,�1,♦♦♦♦♦♦♦1►♦♦♦1►i♦i►r►1►OO�i♦O�►r►♦♦♦ ►♦♦♦♦♦♦01►♦t 0111111►♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦t►♦'1► .. AC.►_♦_♦_♦_N_A►_�*_♦_♦_∎;6_i�►�-♦. ,,�♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦'/►♦♦♦♦♦♦♦♦�►♦♦/►�'�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦II►♦♦h it►1►♦1/'!. i►♦♦ ♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦11►♦♦111►♦'IU,.♦♦t►♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦♦♦'�t1'1►♦1r►'�'►��e Irlr ►��►.♦ V!♦♦♦♦♦�►♦♦♦♦♦♦♦♦N1►♦♦♦♦ ♦♦♦♦♦�►♦♦v'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111♦♦ IL..��•►..,II'.�•••••1.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ►♦♦♦♦♦♦01►♦ "01/1►'I�I►♦�►'�♦♦♦�►♦♦♦♦♦♦♦♦♦ ♦♦ ► ♦ ► / �,,.. )0...Ni.1 , ►. -/ ■ ► 4, '1 / ,,,.♦_•,11 � `� �. 11►, - - -- - ■ ■ •� ♦ ♦♦♦♦♦♦♦♦�■♦♦♦♦♦♦♦♦♦� ♦ ► ♦ ►� ♦♦♦♦♦� ♦♦♦ ►�♦ , � / i >�♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ a ►♦♦ ►♦♦i♦♦♦1 ♦♦ , e ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •►♦♦♦♦ . _ -94 � _ • . � ►♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦f1►♦♦111►♦'Ip ♦Ir t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦' 1'1►♦1� ►♦♦♦♦♦►�∎♦♦11►♦♦♦Iir♦iii► ►♦♦♦♦♦/►♦♦♦♦♦♦♦♦r.♦♦♦'►♦♦♦♦♦♦♦r►♦+ ,♦♦.♦♦♦1!:!!t►:!►rt►�!►11►'R►1!��A♦♦♦♦♦♦1'l1'♦ �i1 i►♦•'0'1II'♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦'1►♦t'01/ ►'1�1►♦ ►' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t'♦♦♦♦♦♦♦♦♦t►♦'1►♦♦♦ ►♦♦♦♦♦1►♦♦♦ ►' ♦♦ t'' ,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦1►♦♦r��♦♦♦♦♦♦♦♦.. .�� ♦w C�V4444.11♦♦1►♦♦♦♦ �►♦♦ i�♦♦♦ IIl . ♦♦♦♦♦♦1►♦♦11i►♦'11,1 ♦e4►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'��1'1►♦♦♦'►♦♦♦♦�►►♦♦♦11►♦♦z�:% ►•♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦e♦♦. ♦♦♦♦♦eee♦ '♦♦♦♦� ��►♦ �r►�♦♦♦♦♦♦11. 1114►♦♦�41ii'♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦11►♦♦ r1/1,►I�I►♦♦'�♦♦♦♦ ♦♦!►A/,1► 111►♦ ►♦�t►! ♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦t►♦' ♦♦♦t►O♦♦♦♦ ►♦♦♦/►- ♦ ►♦ ►-1►♦!♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦1►♦♦'►��♦♦♦♦1►♦♦1►♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦�� ♦ ►1a!1♦♦t►vll ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦1 ♦♦�! ♦ i ♦♦t ♦♦♦ '♦�E 1. ♦ 9 ♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦�♦► ►♦♦♦ ►♦♦ 1 >♦♦♦♦♦�■♦♦♦♦♦♦♦♦♦♦♦♦♦ � ♦♦♦♦♦♦♦�♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦��I►' ►♦♦'�► Il'♦♦♦♦♦♦�11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' �i♦♦♦♦♦' 1►♦♦'01►�►'Iii►♦♦' ♦••-♦-•-♦-♦r►r►� �►♦� ♦r►♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦ ►♦ ♦♦♦ ►n♦♦•-•-.►-•-•-.-►-•-•tOt411. ►•��:♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦�►♦♦♦O.�♦♦♦O_♦_♦_1�►♦1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦��►♦ _►♦♦ ►,,,,►,►♦♦♦♦♦�.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦11►♦♦1�1►♦'III ♦♦�►♦.,♦,♦-O-♦-♦-♦ ' -��': , -'> ' ♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'�♦1►�•♦♦'►♦♦♦♦♦►♦��♦♦ -- �a♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦ .♦♦O♦♦♦♦♦♦...•O �i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11'♦♦'�11 l►♦♦'�►,I�►♦ ♦♦♦♦�1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ►♦♦♦♦♦♦'01►♦♦'01►1j1��►♦♦' •!'.►��..♦ ' ♦•�� r�,+v+' ►S♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦t►♦♦♦♦♦t►O♦♦♦♦/►♦♦ ►1►♦♦ri►iii►�Y►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦1l♦♦'►♦♦♦♦♦t►♦♦!l♦1►♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦a�►♦♦ iO. NIP ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦11►♦♦11►♦''�� ♦I�♦♦♦♦♦♦�'��►' �'7° '♦ ♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'�♦1/�► ♦'►♦♦♦♦� ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦A�♦�'♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦ 111 O. ►gill'♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦111►♦♦01►♦-jj!I►,•'��♦♦♦♦♦♦`► ►�3'+v♦►'�+r1♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦t►♦!1�♦�►t►A♦♦♦♦�►♦♦♦∎A►-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦�►-�!•'►♦♦♦♦♦'v �►-l� ♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦ °' 1k, ►_ _♦_�1"'IL ••••••O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦11►♦♦111►♦�II,I,`♦-t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'♦♦i►♦♦♦'►♦♦♦♦1►►♦♦A►.♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦�♦-i♦♦♦♦♦♦��►��'♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦'X11'��:,u-O-O-♦-♦-i-O-O-i►�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ♦♦♦♦♦♦11 11 410 1►♦♦1111!.-.: -_-. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦'♦ 11 ►►.♦� ��'1�'N�A ��♦♦♦:♦♦♦♦♦ ! ►♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦.►♦�♦♦.�1/♦��:.�'♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦1.11'♦♦'i11'♦♦♦1►0111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦41 4104! 1►••'.►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦e� ► ...0__________A_________________�_♦+_+♦�0 s,+ 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦/. __________ _ .►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦�4�►♦1�11►♦♦♦'lu' ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� O♦♦♦♦♦11►♦♦11►♦'m ♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦�', � � C�,♦�4♦.:... >♦♦♦♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦.♦♦.�_♦_♦_♦_♦�► ,a!♦♦♦♦♦♦♦♦♦♦♦111'♦♦'sill'♦♦♦1►,I1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t♦♦w♦♦♦♦♦♦' ♦♦♦♦♦♦11► _ .I�,►44,1 ♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦i♦i♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦twAb.+4414♦♦�♦♦♦♦r♦♦♦•♦♦♦♦ ♦♦♦♦♦♦1i1'♦♦'�I 1'♦♦♦1°III V��♦ '� i►'♦3► 1.•.♦♦ ♦♦♦ ♦♦ 1►�` .11 , , .♦♦ ♦♦♦♦♦ ♦ ..., . ♦i♦�♦�1►'! 1►:�!.. ♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦�_ ? ? ? T ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦♦ ►♦♦ ►♦♦♦ 0 II�t�11 . ♦?. ' �►?�♦�♦ �1►♦♦�►♦'�I�_..♦. ►. _ .♦.♦_ _��,L�.. ►.�C �►��►�6..4� .1i1• ►1j>I,j '.► '►♦♦♦♦♦♦♦♦♦♦♦♦♦* '�►��♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦�� /♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1�1'♦♦'� 1'♦♦♦ 1..,11'♦♦♦♦♦♦♦♦♦♦♦♦�,��,y',�.,�"i�y L�►e,�>�li♦♦♦♦ PROFESSIONAL STAMP: ►♦♦♦♦♦♦1011 ♦1 4111,1/1►♦' ♦♦♦♦♦ •1►�►,!y!.!w'�'♦t►!l►l►►♦1►"►i► ♦♦♦'♦♦♦♦♦♦♦♦♦♦♦♦♦'`'�3►�t�.' ' '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►►.♦♦♦_♦♦♦♦♦ !►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦ ►♦11'►♦♦♦'10' ►♦♦♦♦♦♦♦♦♦♦♦1►•AR> t:'r% ;'�► 1►'�►�?�'► ''R♦ S ♦♦♦♦♦11►♦♦i�l►♦'1i1; ♦♦�►♦♦♦♦♦♦♦♦. ��.� �� 1,��;�441#>' �a♦♦♦i♦♦/►♦♦♦♦ ♦♦♦♦♦♦♦1►♦�►�►�►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦- ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦� 1'♦♦♦1��u►♦♦♦♦♦♦♦♦♦♦♦1.y 4'y�� :��►u►`'��''�w��♦' ■ ♦♦♦ 011 .'01► 'fil,►♦ ' ♦ � � � ► __ ♦ ♦ ♦_ ___ ___ - _V _ __♦__ / 111 i1 44401 � .. .. ��-',' , '.10 \►'1► I►♦v, ► IJ►•��►tyyt�Q`♦ ,► f''J►♦♦♦/►.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦i1��♦+. ♦/ ♦♦♦.♦♦♦.♦♦♦♦♦.♦♦♦♦.♦♦♦♦.♦�♦♦.♦�♦�♦�♦�♦�♦�♦♦.♦♦.♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦1,11'♦♦1,11'♦♦♦1�III►♦♦♦♦1♦1►♦♦♦♦Irk 40, 46 ♦►� V4-c-i� ♦♦ ■ 1 01► ►.1�1► ' M: �00'414044 4 .�� , i, I11 ��111 ..-t�-�� ' ♦♦♦♦♦ I ♦t 1 ♦♦�♦♦♦�►♦♦♦ ► ♦ ► rrr�l►r♦♦t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ►♦♦♦♦ ' ' 1 ►♦♦♦ . - ♦♦♦♦.�i�•7T.1-. �. , ,. t` .�1♦♦t ♦♦♦♦♦♦♦1►♦♦dl►♦'1U'♦♦t►♦♦ ♦♦♦♦♦o��.�►•I.�►t , •. / -w ♦• ♦ .�♦♦• w • •, • ►•• • ♦♦• ♦ l0r ♦ ► ♦ ► 411. 111. ,� 1► 4 ►. ► 01 0111 1►♦♦ ♦♦ ► _ ♦♦♦�►'11�I!�:♦ C , '1Y► �� a �. A a a 1 ri11\ n� /'r a �►�� V' / I I�'!► /i►♦♦♦♦ a t�! 1 r! , • ♦ 1► ♦ < ►♦♦♦♦�.♦�♦♦.♦.•..♦�♦.�♦t 1♦ �i 1' t•, r ♦1 t t ♦ r♦♦♦♦♦♦♦�♦�♦�♦♦_ice♦�♦.►♦ ♦ ►♦♦♦♦ ' ' I ♦� _ _ : ;1►♦ 1I►♦ I I ♦�►♦ ♦ .. �► /►. r1 I ♦ 1 ► ► 1 ► / 1411 , ►1► 4 I►, ► ► �► / 1 I, ♦ „ I, ♦♦♦ ♦ ,�► ► �� J v �!► J L� ♦♦♦♦ ► 1 1 .'� 1 . � � � I 1 ( ) � .r�� ► . 1 >� ►♦♦♦♦ . � , �� ►♦.♦� � ►/ ♦ !♦ I J 1 ► ►� � . 1 ♦ ►'i t'►♦♦♦♦♦� ��. ♦ ♦♦♦♦♦♦ I ♦♦ II ♦♦♦1�1 �.. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦..011 01► ►ICI,,► ..'!�' . 1�?.�Y_.�► ► ♦ ► ,. �� .�/ , �. ♦ ►, / ♦ I 1 �I 111 1�i1►1 '" ,�. ♦♦♦♦♦♦ ♦♦ ♦ ,■♦♦�♦♦♦ice>�� ♦♦! , •t►� _ _ �► 11►♦♦♦♦�V< < �'�►v t v► !�l � v�.V� 1 L v i V� �v♦♦♦♦� ♦♦ .■0►A♦�' ►♦!►V 1.►nit V � ► � /J►�� t v<i�i 1 �♦ •A1,...♦ ♦♦♦♦�♦1►.N�♦♦�♦ �♦ /♦♦♦♦ ►♦1 ►♦♦♦ oil, ♦♦♦♦♦♦11►♦♦11►♦'ID' ♦♦�►♦♦ _ ♦♦W 3'♦�1' " ► ► ►♦♦♦♦♦♦♦♦♦/►..r.`1`��4 ♦♦♦♦♦`1.. . ♦.11��.+.♦`A`�� * . �♦♦A♦.►♦t..1: A. .. .��l►��r�♦��L ■ ∎41A♦��. . . . rr•�..�r∎ .rA♦♦.♦-..r.♦ .. , .... AL ♦.:iiab1>,♦.. a . ♦�� ♦ 111'♦ 1111♦ I► ♦♦♦♦♦♦ 1: ►♦ ♦♦♦♦01►♦♦ 0111►IiL► a ♦♦♦♦�i♦♦♦ ♦r t♦ 11 111 11 111 ♦♦♦1►♦♦♦1�►♦♦'11►♦1111 ♦«t►♦♦♦!►-i♦♦♦♦ ♦♦♦ _ .►♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ `r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1111'♦♦1111'♦♦♦11�Il'♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦011♦� 01►1►ICI►♦♦' ♦♦♦•►♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦ al ♦ 1 a1 ♦♦♦'111'1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ , _ . L ' 1 •►♦♦♦♦♦♦011♦� 01►�I,Iil1♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦11►♦♦°1►♦♦♦'111"►♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 ♦♦♦♦♦♦11►♦♦11►♦'��i� �♦ . ♦♦♦ ♦♦•♦�♦hw�• �♦ !►. .��♦ ♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦1111'♦ �11.♦��11'il�.♦♦•♦♦♦•♦�♦�♦�♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . 4 . ►♦♦♦♦♦♦'011 ♦'01►�.; :� 4.♦♦♦♦♦��;►'��.. .n,;�.�1 n.>> . ��t,1.�1'C�♦♦♦'♦♦♦♦♦♦♦♦!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦1►♦♦♦♦��►♦1►�� ..,. � II►•i.��.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦1►►♦♦111►♦'u1li♦♦t►♦♦♦♦♦♦♦♦ +fin' +►; 44 P*4 1►++1►+f1►X11►�i►ri'+l►♦♦♦1►♦♦♦♦♦♦♦ '11>11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦1111'♦♦1111 �. 11'♦♦♦♦♦♦♦111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ' �E, �, , ► �0 0 ►�lil► ��►, , ► ► «� ❖.♦-♦.•.♦.•A•.♦.•A•.♦.•1 ❖�♦-❖.❖.♦ 1 41 4 ► h...►_�_�_�_�_�_._�_�_�_.. �1► �.►.�. . �► ♦♦♦♦♦♦ 11♦♦ I►1 ♦♦�♦♦♦♦♦♦♦� _ i L• A I �I < 1 ►♦♦♦♦♦♦♦�■♦♦♦♦♦♦♦♦ 1 ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦�♦ • ♦♦♦♦♦�1►♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦ ►♦♦ 1♦ 1 - - - - _ _ - _ - - - 11►,, ♦O!♦, . . 11►1►�► 1► (► 441 ► 1 ► ��I�D' 1 1' 1� 1 1 '01411r ►� . 1 1 i , - ' ♦♦♦♦♦♦1 ♦♦11, ♦ ,:, ♦♦t ♦♦♦♦♦♦♦♦♦'111i►♦�► ♦�►♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦�► ► I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 ♦�� •1�►• � i •��i♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ II ♦♦ II ►♦♦ ♦.....♦ ►...Ir ♦ ' � 1 v �► � � � ,1 '! �� o� ►♦♦♦♦♦♦'011♦♦ 11►1�,1!i,►♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦�1►♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11►�1' 1►'1►�►♦♦♦♦�►♦11'11' 111►♦♦♦♦♦♦♦ ♦ ♦♦ ♦ ♦ ♦ 1►♦♦♦ '►♦t►'11♦♦1 ►♦♦ ♦♦♦ '♦♦♦♦1`'+�R'A �►�;t►a♦1e♦♦ir►♦♦� , vA ♦♦♦♦♦1i►♦♦111►♦ ��I ♦♦1►♦♦♦.♦-O-O-♦-N�fPib111�'��: '♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1 - - - - - - - - - - - - - - - -♦t,�.♦. .�►I'♦I♦♦♦♦♦1►♦♦11•♦♦♦♦♦11 �1♦♦♦♦t►♦♦ 1►411�� ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 ♦♦-11.1►♦♦1 I1 ♦♦� . ♦♦A1►♦♦♦N�3 �'►4 l �l► i♦V♦♦♦♦♦♦' ►♦♦♦♦♦♦011♦♦'0111►.,,1�►♦♦'�.r.►:w....V�y Jiw♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦i�'�'►�••�♦♦��♦•�♦�•♦♦Iv 'y�1 ♦� ♦♦♦♦♦ 1�'1►♦♦♦♦11'1►�►♦♦♦♦♦♦11►'��'�Ilil►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1►♦♦1 vA'1 111►♦♦ VII'1►♦�i♦S ,- v►♦♦♦♦♦♦♦♦♦♦♦r♦♦♦♦♦♦♦� 1► Jell 1 �-�• 1 1 1 ► V' ► 1► 1► .�._—__�—,_�-��1►.11��11.—_-_-•-_-_-, ... , ,. ,,.. ♦�I��_ �I I 1�11�►��.�_�►_� 1♦♦♦♦♦1 ♦♦I ♦ 11 �.. . ♦•♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1'+ ► I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦l*1tNN� ♦♦♦♦♦♦♦ ♦♦t ♦♦♦♦ 1 - - - - - - - - - - - - • ♦?! O I T ♦♦♦ .. !♦ 111 ♦♦1 . - - - . - ♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦►♦♦♦♦♦♦�01►♦♦ ��►-�� ►�►'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦�1'♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+4♦v►V�3♦♦♦♦♦♦♦♦♦11161► ♦♦♦11'1►1►r.....11''01'iillir ►..... F+�► ►'1, w iw ♦♦♦1►♦♦♦X 11►♦1+ 11♦♦1►',p�►1 �w,� --4,- ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦1► ►r ,1 ;4.11111♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦h1®11�♦♦♦! ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦ 1►♦♦♦♦♦♦ 1'�'♦♦♦♦♦♦♦111111u1�♦♦♦♦♦♦♦ :,7♦�'�`�►♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦411 ►♦♦'0011r ♦�►.♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ►♦♦♦♦♦♦101164'1111►'111►♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦ ♦♦��'♦''►♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►°1►♦♦♦♦11►'1►1►♦♦♦♦♦♦� ''�0''111►♦♦♦♦♦♦ii♦1►+�►♦♦♦♦♦♦♦♦♦1►♦♦♦♦it ��♦41► ♦1 .1g11►♦♦'►♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦11►� 111►♦ I'♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1'► ► — - — - - - - - ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦,i ♦♦♦♦♦�1®♦♦♦♦♦♦♦114411114111111111111111111111111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111 ,1t1>.®.�►.♦>I1,911►. .�♦��►,►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ARCHITECT INFO: ►♦ ♦♦♦♦'411♦♦'i1►- ' ►♦-•A��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦ ♦♦II►O' ♦♦ ♦�� A' ♦ ♦♦♦♦♦♦♦w♦♦N♦♦♦♦♦ ♦♦ 111'+►♦♦♦ 111'1►®►♦♦♦♦♦♦1 ►♦ ♦♦♦♦ ♦ 1►♦ ♦♦��i!► �+�1►'1►♦11'1111►•• ♦♦♦ �♦ ♦ ♦♦♦♦♦♦♦t ♦♦♦♦♦♦♦1 ♦♦ �' ,, ♦ -∎ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦M ► 1 ♦♦♦♦♦t�♦♦►♦♦♦♦�I__ : 11-N rO460'1♦♦♦♦♦♦1►♦ t 1►♦♦♦♦♦4 1►.'♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦1111'♦♦'.II'♦.♦♦11,11►♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ►♦♦♦♦♦♦1011♦♦'111; '► ►♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦�I'O'►♦♦♦♦♦ ►♦1►♦♦♦♦-♦♦♦♦4►:*1 +♦i♦♦♦♦♦♦♦♦♦411'1►♦♦♦♦1►'1► ►♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦t1�►♦♦ ►�.—.�'111'1►♦♦♦♦♦!��'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 ♦♦♦♦♦11►♦♦11►♦'y, ♦��1t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦♦♦♦♦♦♦1�►1►1�'♦♦♦♦�►�♦��►♦'►♦♦♦•♦♦♦�!'? '?-t 7'n'�i♦♦♦♦♦♦♦1►♦♦1�'♦♦♦♦♦1�►�'♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦'�I �1►� 1'1'''11'♦♦♦♦♦♦'�1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ►♦♦♦♦♦'01►♦♦'01►1,,��I►•►!��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦41.k.4114: At.��'>1►♦♦� ♦♦♦♦♦+�►i ►•'+!�♦♦♦♦♦♦♦♦♦♦1 ,1►♦♦♦♦11'1►a►♦♦♦♦♦♦1 1♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦'1 111'��4 ill'1 ► �♦♦♦♦♦110 1►♦' ♦+ ►.0♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦w1►��►♦♦♦♦ ►♦ '♦' ► 411►♦♦♦♦♦��' '♦♦♦♦♦•_• �♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦111'• __�,..t, ♦♦♦♦♦♦1 ' 1'eell el' al'1`OW ► �► ��.►��,►♦♦♦♦♦♦'4I►♦♦0111►',I►♦♦��'.►•♦♦♦♦♦♦!!!♦♦ A♦�►�►♦1►lA♦♦♦�' A�I.�O'►►_♦♦_♦�♦�♦.��♦�►.♦!=♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦111►♦♦♦♦11'1►�►♦♦♦♦♦►� � 11��,�♦♦♦♦♦♦♦�♦ , t►!!�!►! !►♦♦♦♦♦♦1►♦♦♦♦1,1. 1. - ►— - — - — — - ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� 10 10 11 ►� -Ott.► �o► , , . 4. r .► i 1 41- ► 1• ( 1 +, 1f4"/P. 1 I 1 I 1 111, ► , .�.;�.,irl , , ► .I sl■4 ■ ♦4 ►' 'd q el ► 1430 West Peachtree Street, N.W. ►♦♦♦♦♦♦01►♦♦01111 L►♦♦��►♦♦♦♦♦♦Vii►y►irl►y.�.1►1►11•i►J+l►'1►♦♦♦� ♦♦♦♦♦♦1►♦II �►� - - - i�► r . .♦♦.♦�♦�♦�♦�♦�♦�► .►Ar;► ►A! ,..11 ►♦♦♦♦♦111 ►♦♦♦♦1► ► ►�►♦♦♦1 ♦ t 11 ll►♦♦♦♦♦♦f: +.►�h♦ ►1+�t'. *.4► ♦♦♦♦♦1►♦♦♦N ►♦♦ ►♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦:!►tl►�I!►1!►!►r11►•►'A!I►A11►►.�?!!♦♦t ♦♦♦♦♦♦11►♦♦11►♦ ♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1111►111♦��1►►1►♦♦ �•��1 t ►V1� �►U ♦♦1►♦�11 ♦♦♦♦♦11 ♦♦♦♦♦ 11i11u ♦♦♦♦ ♦♦1 L��► Ott ♦♦♦♦♦♦♦♦♦♦♦111 11: - - - - - - - - - - - - - i { it v 1 a !� 1 J u a ♦♦♦ it 20► (►♦♦'�1 '�'�I► ♦ 1 I ► '1► ►.�► I► :l,►'�!'�1 II �I 1 <I t ►� ��►' ��QII ;+i f •I ,. .hR 1 �� - ► �!� Sue 0 1 ♦♦11►♦'��, ,♦Q1►♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦ ♦♦1111 111♦♦♦-4 �►.1►1►'►�►♦♦♦♦♦ ♦t4 ' !1' ♦♦♦♦♦♦♦♦♦♦1►♦♦i�' 1i'�' '►♦'1►4111'♦♦♦ ♦♦♦v��1v�♦v��v��+ ♦♦ ♦ 111'♦ ♦♦♦♦♦♦♦♦♦♦♦'�1►♦♦♦t►' -�31♦♦♦♦♦♦♦♦♦♦♦♦♦ Atlanta, A ► �0 1 ►'1� ► 1 ♦ � ► -��.,�0:: �.�I►1 ►1 ► 1 ,I 1 4I 1 ►i ►' .111 `� ♦ 1 41 11 G 30309 ♦♦♦♦♦♦ 1►♦♦ 11 1 ♦ . �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦•►♦4i �■♦♦. _. 11 �I ♦♦♦♦♦♦♦♦N♦r►♦♦♦♦♦♦♦♦♦♦♦♦ 11 ►♦♦�►♦ ► ► ►♦♦i♦♦1 .,• �l ►♦♦0i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦ ►♦♦ ►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦+�+♦ . t:♦♦♦♦♦♦♦1►♦♦II►♦'ili';♦!t►♦♦�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦V1►11►1♦♦♦X11►,-- ► ►'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1► ®'♦♦♦♦♦'4.4' .0 41/411111 ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1.11'♦♦1 1'♦♦♦♦♦♦♦♦♦♦♦�1►♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ t: 404 601 4000 f:404 601 3980 ►♦♦♦♦♦♦111►♦♦11►1►'1�1►♦0' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦�►♦4i'e'1►♦♦♦ /6411 4��► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 '1► ♦♦♦11►'111►♦♦♦♦ ' 4'40 111►♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦0♦♦♦♦1►♦♦♦��►♦��1►♦♦♦♦♦♦♦♦♦♦0.�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� - -•-♦-• �► !�►A . .:1►♦ ■ �► 1► �� 11.111 D�� w ♦ A 111. 1 1 ♦♦♦ ♦♦♦♦♦♦1►♦♦11►♦'II,I1;♦♦t►♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦t.♦♦v1►11 ♦♦♦♦r►1►♦Ir;.►.♦-•-- - - ' O ♦l►� , 4.4 !♦ , ♦♦� ♦♦1 ♦♦♦♦♦♦# ®♦♦♦♦♦ ♦ .�,I�,,I��♦�♦�♦�♦�♦�♦404*AI'.1►�►♦1!►!► , �► . ♦1►♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦�► ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦'01►♦♦0.11111;► ♦' ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦v►1►♦�I►♦'4►♦♦♦♦'►'�►11►11►r►..��.♦�►�J ►1►t��L ►'�>��,�.♦♦♦♦♦11'1►♦♦♦♦111'1►+►♦♦♦♦t►�ni1.' ■ ■_■4 ,•1•►►.�1►+�•♦♦♦11♦♦♦♦'� �� ►1►♦♦10 411' ♦♦♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦t►1111►•♦♦♦♦t►1►A" ' ♦ ♦ r�► ♦ ►r1► ►1ir►♦ ►♦ t1► 11► ' ♦'►♦'C►•Illu�♦♦♦♦♦♦♦ �► ►�►.• ;♦♦♦♦ 111' 1111 ' �� ►'I� ► ♦ �� ►1►.►-•�•.►.�1�1!.11►•-•-•- -•-•-•-• .. . 11► 1 .1 1 +I 1 � ►, 0'�i1 , ,i ► .l t 1 d� �,1►_•_�_�.�_�_�_•_�_• _�_Li► ISSUE TYPE: ♦♦♦♦♦♦ 1► ♦ .►1 L ♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦.�1►�41La.� - - - '� 11181?'''►?►. ♦♦♦♦♦♦♦ 1 ►♦♦♦♦ 1 ► ►♦♦♦♦1 1 �•�► ►♦♦♦♦♦♦♦� 1 ♦ �� a D♦♦♦ ►♦♦♦♦ ►♦♦ _--- ,—_—�---_-5---♦ - - �>♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 �ci...�sii�...., i l ► - 1 - - // - - - - ,. i ! ► / 1 4 �i 1 I)�_�Bi�_i16�6.t _�9._' _!i9_�!_Q�Rr=�_'l. ♦♦♦♦♦♦11►♦♦II►♦ill' ♦♦t►♦♦♦♦♦O♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦.., ., -,.�. ♦-_►—.-•�►•►� �� ►...�..�4 ~fit► �►V�► �►♦♦♦♦�►♦♦11 ♦♦♦♦♦11 ♦♦♦♦♦/�♦��►elu ♦♦♦♦♦♦♦♦♦♦•♦♦•♦•♦♦♦♦♦♦♦♦111♦♦� - _ - - _ _ _ - _ :1��1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� . � � -��-�.��•��►•-!�� .� � ► E ►��.i►�,, ,., 1►�� LANDLORD/PERMIT/BID 11 13 08 ►♦♦♦♦♦♦011♦♦0I►1►•1�I�►♦♦ ♦♦♦♦♦��♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦�.._.._..;;.._14'4 i►.►•1►♦• ►1111►♦♦♦♦♦♦♦♦�+'►11►•.. ♦ N,+�.*♦♦♦♦♦♦♦1► ►♦♦♦♦1111►1. _ _ .. _ _ �I► 111►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦1� _ _ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 /1 / ♦♦♦♦♦♦II►♦♦11►♦ to lo ••t►1►11►1♦►♦ ►1►1►1►♦„0'►♦♦♦♦♦♦♦v'V�4'�u'l1LIv�' ♦♦♦♦1►♦♦ii►♦♦♦♦♦11��'•♦••♦®r�►'1►111�1' ►♦♦♦♦♦♦01 ♦♦011 •,1►♦♦,��-�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦1►♦11♦ 1∎"' •,-4o♦•t►11111►♦♦♦♦♦♦♦♦ �*��r'►?T�♦♦♦♦♦♦♦♦111►♦♦♦♦1111- - ■ ■ - ■ 11 ►1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦ ►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦11►r♦A I►♦ :"',.♦∎♦_:�►-�►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦t►♦.1►.giAl_LI ∎.► ►111►♦"►'►♦♦♦♦♦♦♦t•�L�+N�� ♦♦♦♦♦♦ ►♦♦t►♦♦♦♦♦1►►•••••••��i►Ili��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111-!-!vv�►♦♦♦♦♦♦♦♦♦�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦11:_- 41 4rPo• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦.►-■•��'r��. ♦� 4.,.e♦♦♦♦♦♦♦♦r _ T�3-♦♦♦♦♦♦♦♦1,1 ►♦♦♦♦11'1 ►♦♦♦♦♦♦♦1111 I►♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦ �►•. =-v- -T--- y--T- ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦11►••�►♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦1 ♦♦♦♦♦♦♦111►11►♦♦♦111► '1 + i♦�. ►♦♦11►♦♦♦♦♦11►♦♦♦♦♦♦♦♦ ,� . ,._�_ _. _�._ _�_ _�_�_� SCALE: AS NOTED i0I► 1► 1 ' / ,1 ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦♦♦1 1♦ 111 =_ _ _ - - _ _ - :►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ♦♦ , ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦!I! ►♦♦♦♦► ►11►11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1,1 ►♦♦♦♦11F'1►♦♦♦♦♦♦♦1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ 1♦♦♦♦ ♦♦ ►��••��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦11►♦♦11►♦1►♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦1►11►♦♦♦♦1►1►.4►'►' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦'�1►♦♦♦♦♦` 1►♦♦♦♦♦♦♦♦1i•.�11��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦1114♦♦111'♦♦♦♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ DRAWN BY: ►♦♦♦♦♦♦''11♦♦',1♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦401410 04 ♦♦11►'1►♦♦♦♦111'i►♦♦♦♦♦♦♦11•�1►"111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►1►♦♦ '►♦♦'1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ RDF ♦♦♦♦♦♦11►♦♦II►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦1'11►11►♦♦♦♦t►1► ► ►'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦t 1►♦♦♦♦♦11►♦♦♦♦♦♦♦♦11,4111i��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1111'♦♦111'♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ►♦♦♦♦♦♦' 1►♦♦'�1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦0t'♦' ♦'V'V V 1►11'�I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 41411 4.4 i 111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦ '1►♦ '1►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 A&E JOB NO.: 20080475.5 ♦♦♦♦♦♦11►♦♦11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1+1►11►♦♦♦♦t►1► "►'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦�1►♦♦♦♦♦1111'♦♦♦♦♦♦♦♦11►,llu��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1111'♦�►111'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦ ►�,�1►�, �1►��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦4044 ♦♦♦♦'• ►11►11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►�1►♦♦♦♦111'1►♦♦♦♦♦♦♦11111,fill ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦��.a1►�►,►.�1►��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦- - - -V`i- - - ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 ♦♦♦♦♦♦♦1+1►11►♦♦♦♦1►1► ►�►'►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1►♦♦♦1►♦♦♦♦♦11►♦♦♦♦♦♦♦♦11►1!1�i�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦- - - -♦ - - -♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦41" '►♦♦♦♦' 1►AiAl■1►�I►♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦11►�'►♦♦♦♦111►♦♦♦♦♦♦♦11'11►,ill 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� SHEET TITLE: ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦11►11'♦♦♦♦1►1� ►♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦ 1'♦♦♦♦♦�1'♦♦♦♦♦♦♦♦�1►g 1111;♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦0'401 '4♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦■♦♦111`1►♦♦♦♦11 '1►♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦M1 11►♦♦♦♦111►4' ►.� lk ..♦-♦-♦-♦-♦-♦1!►: ► !►'►.1'R�►`i�►!�►♦♦♦♦♦1►♦♦•1►♦♦♦♦♦�1'♦♦ ♦♦♦♦��♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦ All. . �♦♦■ All♦♦♦♦♦ GAP FITTING ROOM DETAILS ►♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦II�'►♦♦♦♦'� ►11► r�.�...♦�'�0 Ija��I►'��►''�''�►♦♦♦♦♦♦♦11►'1►♦♦♦♦11►,1►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`'� ♦♦♦� ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦ 1 11►♦♦♦♦1►1 ►♦♦♦♦♦♦♦1►''Mr'1►! '' !1:" ►♦♦♦♦♦1►♦♦ '♦♦♦♦♦` 1'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��'��1��►�♦��♦��w��♦�♦�i��'�♦♦1►♦♦ ' ►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦O.*,►♦♦♦♦40 014♦♦♦♦♦♦♦♦�i♦,i.'3►+'♦•4►♦♦♦♦♦♦♦11 '1►♦♦♦♦111'1!•►��♦_♦��♦_��♦�_�♦_��.♦.I.I 1 iIk�►�t:♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►.,1�i n't►'S-.: 40, '►■�►�S*40)404�►♦t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦1►11► ►1►i"1'►♦♦♦♦♦♦♦♦ ►Ir1♦♦1, ... .. ♦♦♦♦♦1►♦♦11► . 1► ►• •��w��•��±";► +4�► ►• ±+► ►' .+I► ► ► ±►�1!1 i►1►�►!n'!!l►♦ ► .♦♦'►♦♦ ' ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦�I'♦'►♦♦♦♦'►'1►11►�1►♦♦♦♦♦♦♦♦♦♦♦♦�-!►-�'►♦♦♦♦♦♦♦11►'1►♦♦♦♦i1<1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦-10.:�064*• to,,?>C�''?► ♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' r1,�;1�,.��,,�.1► >�C+'i'1►��'�►'.1�••�►�►♦♦♦�♦♦♦♦♦♦♦ 1►11'♦♦♦♦1►1► ►,►'►♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦1►♦♦'11►♦♦♦♦♦�1' +40"$ !►'►�i��l'1► '♦♦ 4,�14;04,4►' -. a:''�" ►'1,4'44'4 �► '►♦♦♦ ► . 11'♦'►♦♦♦♦'►'1►11►11►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ 40 40,4 .i''v1►♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'1 ► 't' �1:N.:0.'1► ► �i.tio'1-11►�>4..:44►.1► ♦♦ . ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦1►11►♦♦♦♦t►1►4"111►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►1►♦♦11►♦♦♦♦♦11'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►r1►i�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t► ►' ►!i►:- ►,►'�► ►i►♦►♦�►i►.�►Ii►i►1►'�♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦4I►♦'►♦♦♦♦'►'�►11111►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 111'1►♦♦♦ 1►'1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'1''►t►t►• 1•'I' . 4 . ��►♦♦♦♦♦♦♦♦1►♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦V1►11►♦♦♦♦ ►•►1'►' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦11►♦♦♦♦♦11'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►-♦-1-r-1►- ►-�iiPAAI. ►-1►-!-!-. ■∎...■∎.... AL►♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦1I►♦'►♦�►♦♦'►�►11►�1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1111►♦♦♦♦441►♦♦♦♦♦n♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ „��r♦♦♦, ♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦� '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦' SHEET NUMBER: ��w•ivw•ivivi�ivi�w•w•w•ivw•w•w•w•w•��ivw•w•w•ivi�w•iv��w•w•��,��►��w•w•��w•w•i��w•w•��w•w•i�w•��w•w•ivw•��w•w•��w•w•w•��w•w•w•,��i�ivi��i��w•ivivw•ivivi��ivw•w•w•w•ivw•w•w•��w•w•��w•w•��w•ivw•w•ivil�w•w•i�i��ivw•��w•��w•w•��w•w•w•w•��w•��w•��iv�'�w•ivw•w•w•w•ivw•wvv�w•w•w• A 6 i ► ♦��♦��•��••� ♦ •••♦w��♦ ►♦e► * ► ►��►♦ ♦ '••ww�♦••♦♦♦w•1►�w��ww��►♦•w� ��►♦��►� ♦��♦♦-��•w• ♦♦w�►�w�♦ww• ►�w��►w��♦��♦ ♦��:►♦♦' • .1►♦• ►��►� ��►w�►��wwww♦•�•♦♦♦♦��1►♦1►�+►�+� �► .♦� 3 �� .,�� 1'� 1 .1 ,�1� 1►� 1 ► k! 1 ► 1 '��• �` ► ► ' 'i'' ,1 • C 1 . r AAA♦riA�► . . .1',x.1♦♦A��. � .t�A♦♦♦♦♦N�♦♦♦� .♦ 1 4?. A� . . .r•,t.11t►�♦ , �♦14416401101-♦�♦ ♦♦ ►♦♦►♦♦♦ ►♦r ♦1■♦f►►• .'�. 7•S -•i•��•1.�►♦ .♦��♦♦♦♦♦♦1 ♦♦�r�'.♦♦1 ♦♦♦♦1:t �'� �♦ ,,•.�, ♦♦1 FooTrOrt X1,. . 1 ♦♦♦♦♦♦♦ ♦♦1G♦�♦�♦♦�♦, �� ,1 1 .�� 1 1 1 1 ,j1 . 1 I� 'I ' ►�i 1 ►�►� .1 .( 4)400‘114'" �� ►1 �� 1 �► �► 1 i 1 ► ► 1 �4i� � ► 1 .1 ►♦1 I � 1 s4 . ♦ 1 111 � . ► _ ► ♦1 1! t � � . _ _ _ _ _ _ . 1 .� . ♦ I l � � . ► I -1� _ � � _ _ � _ _ _♦ ♦♦� ,� l .� 1 . ♦ . ►.r1 ♦♦♦♦♦ ♦_ � _ _ _ _ _ ►♦ ♦ 11 t II t11 � ♦ ►•i , � ► _ !► !. ♦♦♦♦♦♦♦ . _ - _ _ - _ • !►'►11`'4!►V1��111t U'1�'►��U�♦�fi�1► ►��! ,t� 1►J♦♦♦♦I►,1► ►♦•L A55.A 44'1�, .4041 '∎40'4 �14t ∎►!>'�1 v 1►t�4� 1'♦♦1► --t-fr ♦1►♦ ►♦1∎404tr " '4 1�t∎ ♦•�'t�i v-4- 1164'1 ♦♦♦♦♦♦♦1► ♦•♦ ►♦41►♦ .♦♦U, ►,1,► -.►1�.��l.�iv1'v'l►l►��.� �1►t��) ►♦♦♦♦♦♦♦♦♦•r►.♦;�►♦♦�►♦�♦ ♦Aa►��i�i�♦♦♦.1►♦. ...i2�►.•w��►►_��♦♦♦♦♦4♦�1►�r►♦♦.♦X. .�.,.�A.d1 Ah, A,►♦A, Ak,.1►.1i►��rAAPA*11�i..i►♦1•,.. ... AIAI�i�IrA, .�. AL. .♦.r►.1► r�♦A♦..♦��.♦♦„.. 'AL . ►.♦�.,.♦.•.♦♦.Ir��1�►�1r�•�. ��1..♦♦. r��►�. �i�r►♦AMr�r►� Ad. Aki�M�♦.♦..♦..♦♦..•..♦..��.. ..!...♦..♦.,4♦A, ....1►►. .�. ∎ .... .... ... �..�1►.1"��1�♦..►�r�r.♦.♦♦.♦♦.♦..1►.. .:..b+.♦��11.♦∎I►►.♦�1 NEWSTORE/ FULLGUT 7 --mg P435 --� P435 ... \\\ / �♦ I - 1 k / / / / CENTERLINE OF N ,,,k,\,. \ \\,.. P435 WALL HOOK. - OPEN FOR WALL HOOK V V \ NI' INSTALLATION EQ. EQ. OPTIONS SEE: / / / ...... 2-.4 P52 . EQ. Q. EQ.� Q. Ark . , , . , , , , I, , , , , , , , -/ / .1- -y' / WALL SCONCE. '6-3. ' /�/' , , , / c� / ,# ,� ,� ````\�\. CENTER BETWEEN / / / / / / / / 1/ / / / / / , WALL & MIRROR o ' ' / / ' ' ' if ' ' ' ' ' ' ' ' FITTING ROOM SALES Z , , i , / , / , , , , , ,,' / �/ I. G11►1 111\ ; c _ �/ ,, /7�, �, / / / /I, / / // / • GAP INC. �-' \ �I811 Hill o o w ,' �/I .' CORPORATE ARCHITECTURE `Hll Nur * I F -L,3 /, �i , , , , , , f ,/ ,/ ,/,/ , i , e I J z ,1 � 901 CHERRY AVENUE o_ Y o // // / I, //," , , / // // I / SAN BRUNO, CA 94066 : V i , , , , , , , , ,//////7 , i , Q /, /, /, /, /, /, /, /, 1, , , i , NIF 1 O o i , , , / , , / , ,' , , ,' ,' / ,' ,' SURFACE m W �'�'�'1'1' '�'�'�'1'�' i -� P52 STORE NO.: 9643 APPLIED MIRROR o WI STAINLESS STORE NAME: WASHINGTON SQUARE �t) STEEL J-MOLD TOP AND BOTTOM STORE LOCATION: I GAP KIDS/BABY, SUITE W14 • WOOD BASE - - 9677 SW WASHINGTON SQUARE RD. B403 1 TIGARD, OR \ — I `—\ P52 • 1 1 1 1 — 1 1 I 97223-4452 D B A GAP PROJ. I.D.: 0000044301 �/2 �,_o„ PROTOTYPE V9 DATE: NOT USED FITTING ROOM - INTERIOR ELEVATIONS 3 08/11 /08 A632_03 � _ _ � _ OPENING Q1 /Q2 2009 I 1 10 1 \ , WALL TO WALL CLEAR DIMENSION V.I.F. (5'-1" TYP.)" 1\\\\\\i\\\\\\\\\ SIM. P435 PAINT WALL ► ( ) 9 0 A.F.F. / _ / B.O. DOOR HEADER ‘�._. _.." EQ. 2'-2)/2" EQ. APPLIED / )' / / ,,� , PANT MIRROR CUSHION FIELD CUT 24" DEEP BENCH MOUNT CONT. 2x4 WD. LEDGER TO WALL LEFT EDGE OF TWO LAYERS 3/4" PLYWOOD PL401 __- -` w it 51-2" W PLASTIC LAMINATE ON HOOK STRIP. W/ 10_,_61.:;-8" A.F.F. FOR WALL HOOK / 1'-0" / ALL EXPOSED SURFACES - y / WALL TO WALL CLEAR DIMEN•ION - V.I.F. (5'-1" TYP.). DOOR INSTALLATION 7 - - - – - - r / 10 �, OPTIONS SEE: 1 2'-0" / " / – I:---, -, -, N N- \ -Th\--\\-\ -'\F\ .'\ .c- \ �: • ` :4Y4 1 **(I? TYP. co 1 ca / A6-3.5 \ \ \ \ \ •\ •\ \ •\ 1 / / N DOOR AS SCHEDULED o \\ \ \\ 1 - - --+-- \ / \ \ \ \ \ \ \ \ \ \ I� z \ \ \ \ \ \ \ \ \ , \ ;,,� i 1 ♦ �1 �, „E 1 �` ////////////////// //////////////////////////// ,N B I 1 ...4 _ L. ($ 03,.., r\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\,\\\\\\\\ 4 it . *—� Z \ \\ \\\\ \\ \\\N .\ \\ \\ \\ \, .\\\ \ _ s IC) CO CL Y \\ ` ` ` \ \ \ \ \ \ \ \ \ \ N M _I ..I N 8 0 \ \ \ \ \ \ \ o \ \\\\\ \\\\\\ \\\\ \\ \\ \\ \\ \\ 6 0 / '�. Co \ \ \ \ \ \ \ \ \ 1, \ \\ m \ \ \ \ \ \ \ \ \ \ \ \ / :=' FITTING ROOM SALES AREA v._ 6" " 6 3-6 / / / // - " PROVIDE 2-1 2" BENCH APRON r/ BOBRICK 86806 42 , -PLYWOOD BELOW INSTALL CUSHION THROUGH / � � rn 1-1/2" FINISHED SURFACE BELOW SHOWN DASHED I/ I 1 1/2 OUTSIDE DIA., 8 1 MOUNT INTEGRAL / p U �, GA. THICK. FINISH 630 � To BLOCKING TO WALL MOUNT CONT. 2x4 WD. INSTALL 18 DIA. CUSHION W/ / SATIN STAINLESS STEEL FASTENING HARDWARE PROVIDE 2-1/2" APRON LEDGER TO WALL SCORE AND TRIM BENCH / IN FRONT AND BACK l r MOUNT CONT. 1x WD. I I TO FIT BUILT OPENING WOOD FLOORING AS )1` BLOCKING TO WALL / 2C ONT. 2x4 WD. LEDGER / SCHEDULED MOUNTED TO WALL : H.C. BENCH WOOD BASE P52 PROFESSIONAL STAMP. � B A SECTION :LOCKING AS NEEDED ''‘.0 3 -1-0' 1/2 -l'-0" 3/4 -1-0 � ,�`��_<- „, ,,,, -SECTION AT FITTING RM DOOR - KIDS A632_11 11 H.C. F.R.-INTERIOR ELEVATION A 2 8 H.C.. FITTING ROOM BENCH - GAPKIDS A 2 2 2 63 _ b3 _08 63 _0 t . -SA L . a 4., , .,7 • FITTING ROOM IN 'c' SUFACE MOUNTED BASE " BLOCKING . , BELOW 1)/2" Y OD ># / / FOR LOCATION OF HINGES NIP SEE DETAIL ELEVATIONS SIM. _ — 1a 1a SCHEDULED DOOR — – – – – – WITH PANED ( I I I – – SIM. r ARCHITECT INFO: _k_-_-_-_i - t_ _ _,J- - - - - ,. _10 , N I 1 1 1 \ - -1--_ - L - - - 1 — GreenbergFarrow 4re/ ....,.. ■''' l 0 ---- / NIFSIM. \ L - � L - J 1430 West Peachtree Street, N.W. P435 PAINT WALL. �- \ Suite 200 05;0" 1 Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 3D 1 t 'r) APPLIED MIRROR MIF y`I J ISSUE TYPE: \\ 8 / A ;) LANDLORD/PERMIT/BID 11/13/08 ,4I j / \ / ailli DOOR AND HINGE , B D SCALE: AS NOTED / POSITION FOR OUTSWING�- l‘/I N r Mr I I DOORS _ _ DRAWN BY: RDF A I \ C A&E JOB NO 20080475.5 o H.C. BENCH SHEET TITLE: z W ELEVATION 10_33 SUFACE MOUNTED N " N 4 _ _,c Q / / 4'-8" GAPKIDS FITTING ROOM DETAILS BASE BELOW a.V) Q ` CONVENIENCE OUTLET, / / SEE ELECTRICAL DRAWINGS PAINTED HARDWOOD 1" X 5" FINGER-JOINTED MILLWORK DOUG. FIR JAMB, FINISH AS I APPLIED MIRROR SCHEDULED - ,�,.- I BENCH, GI ALIGN FACE OF MILLWORK WIN SHOWN DASHED SHEET NUMBER: OPPOSITE SIDE OF DOOR FRAME SALES P52 WOOD BASE A 6 .. 3 0 2 FITTING ROOM DOOR JAMB - KIDS 6°= 'I-° A632_10 10 H.C. F.R.-INTERIOR E '/2 -11-0"A632_07 H.C. FITTING ROOM PLAN ''2"-l'-0" 4 STANDARD FITTING ROOM PLAN 1/T=11-0" A632_01 1 ■ ♦♦,�♦,�♦♦*♦,.♦♦♦♦♦♦♦♦�►♦�i♦♦♦♦'i♦♦♦♦♦♦♦ ♦♦ ♦♦♦w♦♦ , . NEW STORE/ FULL G .'14 401P 14 4t) ■ ►♦T 1*44 �♦♦♦♦•�. 1► � ♦ a♦♦♦♦♦t,�� ♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦w♦♦�w♦♦�♦♦�ww♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦ _ ►� �+ ► t�; ♦A♦♦*♦!► �►w �► ► ►♦i�♦ ►♦�►.:. i♦ " ♦1��► � i♦♦♦♦♦ lk4%.,- ♦_♦-.��♦ ,k♦ .*.♦.i a► .► ?-�•'��►♦� :♦�11�♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦�► � L y,►��y ►��►�-� �� •C► ►<►�iu- >♦W.� , ♦♦♦♦♦♦� ►� ♦♦♦♦♦♦♦� ♦♦r. ►♦♦♦♦♦ ♦♦♦♦�■♦♦♦♦♦♦♦♦♦♦♦ ►��r��t►��ii��3��r►�iw��+ 4 ♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦��'►�'a, �l1►i,,,♦♦♦�i,�1r►i4:4114:4. i ►r►�►r►�i►♦i►♦�►`►`, ♦�� \ . Letli Fe' '' + ■ ■ ♦♦♦♦♦ ♦♦♦♦♦♦♦�►'�►�� -Alltr:s. Al.-== _= . ►.♦♦«/♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦ TWO LAYERS 3/4 PLYWOOD ►♦♦♦ ♦ 4�♦tit:0414P4V 4 :�!.,�i�..J�•' .►1►► ,�►`► _.�a�, ► �♦♦♦♦♦♦♦♦♦♦♦ W PLASTIC LAMINATE ON � � . ,� .• . ► � �'�►''�'► '�' '�, ��' ♦♦� \\\:\\.\\\. Vt4At. t.t.*#♦♦ ♦ ♦ Ps,♦♦��1�►♦♦♦�"�i+i«I,,♦w��'�'r�►'�►`I►��'♦w♦♦♦♦♦w♦♦♦♦♦♦,S ,♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ALL EXPOSED SURFACES ►♦♦♦♦44AM *�♦�►'li� f T ♦♦♦♦♦♦ ♦♦ � � ,�kt+S $K'� ♦ ♦♦� ■ ♦♦ ii ♦♦�,�►♦ ♦1►♦�♦�►• ♦�♦.�!►1!►�!♦�►.♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦1►♦��i,�� ♦♦w♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦ ��►�� ♦��3r��■ ♦ ♦♦ I ► 1 ► ♦ 1► i,►!! i� _ _ �� ,1�� ' �� ♦1,■♦r>♦♦��♦♦♦♦♦♦♦♦♦♦Q t �J 3 ., tr. ♦♦♦♦♦♦♦♦♦♦♦♦ -•-w- ■ - - •► - - - - - ■ , - Nov - - -♦♦♦♦ � �►_. . .T.4.4,1._ � _401• ♦♦♦♦♦♦♦ - - - - - - ■ ■ - -.,�, ; . ♦�►-�►-t►�♦r► r►♦♦♦♦♦�► 4 ►♦♦♦♦ ►♦♦I► ♦♦♦♦♦ , ►r ♦1- ��►♦♦♦♦♦♦♦♦♦♦♦�►�_ _eee • eee_e��►��♦♦♦ ♦ , N r ■ - - - ■ Nor♦♦♦♦♦♦♦♦�►ge_e�eep ��eeee_ ►♦ ►♦ ►z►'►♦♦♦''w♦♦w♦♦♦'I► � ��IIt�♦�♦�� ♦♦♦♦♦♦♦V ��4 ' ��.��'♦♦♦♦♦♦♦♦♦♦♦♦M♦♦U♦♦i�►��♦♦♦♦♦��7♦♦II♦♦♦♦♦♦♦♦♦ ALIGN ►�♦ ►�� ♦ ♦♦♦♦♦♦♦♦1►♦♦U♦ ♦�► viii♦♦♦�1 ♦ , ♦��,��►♦♦♦♦♦♦♦♦ ♦t��i HIP 111��11.Pak . ,&.1. ♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦1► ♦♦♦♦♦♦�'♦♦♦♦♦t 0■.♦��iw♦w♦�♦♦♦ ♦1►1 ♦♦�► ♦��—♦A►♦ice♦♦♦♦ 1►♦♦♦♦�>♦♦' ♦♦♦♦♦t I''� ►■ ,,,\.\\-\\\\,$: , *mu r iv - -;14:4 -1r i - - - -&-Ak'''' , , ■ I VP ► I• fr ♦♦♦♦♦♦♦♦♦♦1.w..v�AY♦�w,��►♦!♦!♦!-!-♦♦�''► '+►�►1I►r♦♦�'♦♦♦♦♦♦♦♦!�_a_�_� ►_♦♦♦♦♦♦��i1♦♦♦�i♦♦_�:�► -,4 - ♦♦♦♦♦♦♦♦ -- ---. ►�►t ====_ ==■ _AA. •1�♦f►♦♦♦♦♦�►♦♦♦♦�♦�-►i 1♦♦♦�i♦♦v.4 ,A.4. : ►♦.•♦♦♦♦♦♦♦♦♦♦♦♦♦��!♦♦: ►�+ ►�-�►�►��-f��►♦�� - ,♦i♦♦♦ '♦♦♦♦♦♦♦♦♦♦♦�10♦♦♦♦♦♦�►�►♦♦�i♦♦♦v♦ 1►i♦♦♦♦♦♦♦♦ �� ..sue 1� STAINLESS ►��♦ ��♦� �©�4►.©��, ♦�►♦�►♦♦♦ ♦�►♦♦♦♦�♦1► ♦♦�i♦♦♦4 $•4 ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�!-i♦♦t•��tZ•�� ►0'��1►-♦_ ►♦♦ ♦�1►v�♦♦♦ ►♦♦♦♦♦♦♦♦ !''i1►♦♦♦♦♦♦♦�'♦♦ i♦♦♦�1►�►♦♦♦♦♦♦♦♦♦♦♦ �� AI�� sTEEL ANGLE ♦�►1 •.��• �•��♦ ♦� ♦♦♦♦ 1►♦♦♦♦1►♦♦ ♦♦�i♦♦♦♦li♦4► GAP INC. ►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦r♦♦♦1►�i► ► ►♦i►♦♦♦♦♦♦♦♦♦♦♦♦ '♦♦♦♦♦♦♦♦♦♦♦♦V♦♦♦♦♦♦�►4►♦I♦♦♦ i♦♦1►♦♦♦♦♦♦♦♦♦ �� i�/ ►�■t, ' ' 1 ♦♦4►♦�i♦♦A►♦M♦♦♦♦♦♦♦♦♦ ♦�♦1► ►♦�i♦♦♦♦4 ♦♦1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦0 '♦♦w♦♦♦jt►.��♦��♦♦♦♦♦♦ �� ♦4�1 '♦44 ♦ ��•, 1".w ♦♦♦♦11♦♦♦ ►♦♦1'♦�♦_4, ,4Or 4,♦ CORPORATE ARCHITECTURE ∎ ' ' ' !R '' ' '♦♦♦♦♦♦♦♦♦♦♦♦♦w♦♦♦♦♦w♦♦♦♦♦♦♦♦♦ ►♦♦w♦♦♦♦♦♦♦♦�►G��►. �►♦��►•O•�♦ �i�� 04�♦r►'r♦♦♦♦♦♦ -- -- --_— ♦�►�_: ♦ ��1♦♦♦ ♦#40- ��♦♦♦♦�►GG��►♦�►.� ♦♦�♦��'♦♦♦��♦�� . 901 CHERRY AVENUE ��►l'.!'' _�' �!*40`,♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦�i T .► .- vvir ∎ .- 4 ♦♦♦♦♦♦♦♦ �� n►t�..� ♦��1>_♦�t►♦♦�I♦♦♦� ' ��♦♦♦ - �� .► �• .► .y-♦ SAN BRUNO, CA 94066 ►♦ ��•►��lt�►�vt��1�♦♦♦ .��♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦�ii��.i�i� iiiiii�!�♦�V►♦♦♦♦♦♦♦♦♦ i� /1!��/ ►�♦ ►♦�►�1♦Ii♦♦♦♦�►,�� A�♦♦♦♦♦iii •♦�i`4'iiiiii� ►♦..�tT �♦ ♦♦♦♦♦ ►v ��♦♦♦♦♦ !: ♦♦♦i♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦i♦♦♦♦♦♦�►♦♦♦♦∎ err♦♦♦♦♦♦-�• ♦♦♦♦♦♦♦♦♦♦♦ �. IA.� ►�� - - - - - - - !-�►! -4.c�-♦♦♦♦�►♦♦♦♦�♦,err♦♦♦♦♦♦� ♦♦� STORE No.: ♦I�-T►�1►� ►L�<►�L�♦♦w♦♦♦'11 ��♦♦ ♦♦ �V♦♦♦ ♦♦♦♦♦♦♦♦♦ ►♦♦♦♦w♦♦♦♦♦♦1 ,�♦♦♦�►♦�i♦♦♦♦♦♦♦�►�►♦♦♦♦♦♦♦♦♦♦♦ �� AW� ��/ ♦♦♦�► ♦��♦♦♦i�♦.+i,,�♦♦♦♦1►,�♦♦♦�►♦ �♦�►♦♦♦♦♦♦4. ♦♦♦ sTOR ►♦ �. fir, ♦♦♦♦♦♦♦�►♦ ■_ �♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�!.�►�*�!.�t►�♦♦♦♦♦♦♦♦♦♦♦♦♦♦ _-- ►♦♦♦♦t t�...��► :►!►♦,►.,♦♦♦♦♦e♦♦♦♦♦_. ►� � !.� ►�♦� ♦♦� 9643 ♦ ►-.-r.'ey � �+♦♦♦♦♦♦♦♦'�• ►♦♦♦♦♦♦t+ ♦♦♦� ►♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦1►�■♦♦♦�►♦a�0�r�.!•U�3i D S►♦♦♦♦♦♦♦♦♦♦♦♦♦ iiiiiA.iii� ♦♦♦�►♦�►�is� C�•��4 ��< �'Ct�►♦♦♦♦1►��♦♦♦�►♦? �a.4.f 3� t�S►♦4.i>♦♦♦ I�. . • ♦♦♦♦♦♦♦♦♦�1:►��♦♦♦♦♦♦♦♦♦♦♦♦♦�1♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦♦♦♦�♦�►�♦♦♦1►♦� 'S�' J�' ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦�♦�∎�►♦♦♦♦♦♦♦♦♦♦♦♦♦V�♦♦♦1►♦� �•�' J • i +' ♦� ♦♦ STORE NAME: WASHINGTON SQUARE■ ♦♦♦♦♦♦♦♦♦♦♦♦♦� ::::.„7..÷..-2:::---:;1-..-- =- =-- __- == ♦♦♦♦♦♦♦♦ i♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦1 6'-'♦.. , ♦' ''♦t►' i♦♦♦♦♦♦♦♦♦ .Ali ►.r_� - STORE LOCATION. ►♦♦♦♦♦♦♦♦♦♦♦♦♦ '�►� iw��■��r—.-• i��♦♦♦♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦��, �j'�j� ,('►.� >��♦♦♦♦♦w♦♦♦♦♦♦♦ MECHANICAL 1♦♦♦�♦��♦.� �► t'> '►♦�. >♦♦♦♦��♦♦ '�' �� h�'�� •��"©� ♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦ Fr 4' .�r. _ ►_♦_t�_♦� "♦_ir♦_ii..rt. ��'�►��''�♦! � ►♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦-**' ' ,�►'•'�''�" �''�♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦1►♦'�� ♦w��w�:�♦♦♦♦�♦♦♦♦♦' ` **, ! !'� . STORE ►♦♦♦♦♦♦♦♦♦♦♦♦�♦• 4_WV ** ♦♦fir '441W 'Mar'�'41'��,a: *V4a ' '�►r'♦♦♦♦♦♦♦♦♦♦♦♦♦♦�t♦♦♦♦�11 . :y,�..,�,,'44., ♦♦♦♦♦♦♦♦ ATTACHMENT ♦♦♦♦♦t'♦-.. �;►��7��-�`�i :�♦♦♦♦��♦♦♦♦�' J '3 � � �♦♦♦♦♦♦♦♦♦♦♦♦e��. ►♦< ♦ !.♦ .♦ ► ►i♦♦ ►r ► ,fit�►*� : ♦ ! ; ♦♦V4wtiv��1��f♦♦♦♦♦�♦♦♦t• ': ►.♦♦♦♦♦ ♦♦♦ GAP KIDS/BABY, SUITE W14■�►♦�♦♦♦♦♦♦♦♦♦♦��'�►�1`►♦�►♦♦♦♦♦♦♦♦♦♦♦ vi +� ��t♦'� ��►♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�♦♦♦ ► ♦V♦♦♦♦��♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ 9677 SW WASHINGTON SQUARE RD. �/A.. J S vl '�U .. '. 440 1 ►♦P►♦♦♦♦♦♦♦♦♦♦♦A1'�� ti'+a►vl►J1v�♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦��♦w♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦��♦w♦w�►♦♦♦♦♦ ►♦ ♦♦♦it♦�►♦♦♦♦'1►♦:►�� .,►�► 1♦♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 4 r ,t,P.,� • ��♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦t ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 17 � T�'' ►'1� '�♦♦♦ . TIGARD, OR■Fiza♦♦♦♦♦♦♦♦♦♦ ►' 1 '♦'4► ... ,o, -♦'♦'♦'♦'♦'♦'♦'I'A' -7♦♦♦♦♦♦ ►♦♦w♦♦♦♦♦♦♦♦♦♦♦♦i'i-i-i�► �:�+1► :�+1�► �►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦A1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i-i'�-♦ `► �!�+'� �w:�,' ►�►♦♦♦♦ �,. ♦♦♦♦♦♦♦♦♦♦ - - - - - - - - - -AIL - - N. - - � ♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ i ►r►•i►♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦,.♦♦♦1►•N �� 3 #•1:14111 �� ►♦♦♦♦,�♦♦♦♦♦♦�►i►�►.i►�i►�►♦♦� ♦♦ 97223 4452 ��I�♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦�►��`�L' ��tl'' ♦��-:h�� s► +1�► ♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w♦w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ GAP PROD. I.D.. 0000044301 ♦♦♦��♦♦�w�♦�♦�w�♦�♦�♦�♦��♦�♦�w�♦�♦�♦1046:4011,4..S..ttlIr' r►+�i�i►*♦�w�♦��.♦ ♦�♦�♦� l&Akh• ♦�♦A♦Awe♦♦AL. ALwA♦♦AwA♦♦ . AIL. ��♦�♦.♦∎♦∎♦�♦�♦■♦A♦♦�♦�♦mow ♦AIL AL. mo∎♦w∎♦∎ ♦♦_ ♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦�♦�♦�♦�� .♦�w..w�♦�♦�� ,��,,�� ..�II� �.� 1/41∎∎��V,�rV'�r„�r∎IP"' �� ∎IFI `V�1/`.�..�∎�∎,.∎NIA „_ ,_ �, ��,��,��i�,��A��r►��.., �♦�♦�� PROTOTYPE V9 DATE: ♦♦�►♦♦� A�r�►�►1 . 1♦��1►11► . ♦♦♦♦♦♦♦♦1►♦♦7♦►�♦1►♦�►♦� ♦A♦ , ♦I1►l"1►�► . ��i� . AA - - ♦ , A♦♦♦♦♦♦♦� ♦♦?�♦i♦�♦�-�♦ b = o ►♦♦ , ♦ ►♦�?�1►A _ -� �► ,. L-401 t' . A♦♦♦♦♦♦ ►♦t"►1►�♦ ► ♦�,�4� t�1►IOW�►�►♦��>♦�i�l I,► • ..1►�i�l►-�l♦♦♦♦♦♦♦♦- -♦-♦- -♦-��ti'4♦�►1.� 11�i►�• �i►��►�i•i�• ♦t.�� -• ►-r'�t�♦! ♦♦♦♦♦♦♦�►-♦- -♦-i—♦—��►♦ • ♦ ♦n� ��I.♦�� ►�� >!i♦ ♦t��1♦ -1 1��!►♦♦♦♦♦�•i- -�i�-i-1+-i—i♦♦ >♦. ►t ,∎'►�1��►A11►(1.4, •1►•��.�1►...'.��.,�10.4► ►♦'.♦♦♦♦♦♦♦1►.• v ••►♦4►:> '♦ A'►�i 0+4.4P0 J ' ..►♦41'4 lP' ►S 4 1.4 1r ��►'♦♦1♦ ►♦ sA ♦.*�.i►vivi► ,.4.6.1! 404 404►4pNvo, .�1► ♦♦♦♦♦�•1yogi( �•► �,w , 08 11 /08 ,' .� , ,. BENCH EDGE DETAIL A635_06 6 v ♦ �.►.�,, ♦�' / ♦ ��► �►V v� J t►�►1,�. ►��►�►♦♦♦♦♦♦♦♦♦ . _ ♦♦t'�♦ 4� ►� yV� ►V�► ��.♦ 13►J v♦♦♦♦♦♦♦ ► ♦ ♦♦ ►♦v♦ ♦ 4 V♦�►L� ♦ _�_�_.�►_a►_�_--l►- -•-� r•�� y�� - -��- - - j - 7 � 7 7 7 7 7 7 7 7 7 ��■��■��■ �� ■ �� ' OPENING Q1 /Q2 2009 �i♦♦♦♦♦♦i�►♦♦♦♦i♦♦♦♦♦♦♦♦i♦i♦♦♦♦♦i♦♦♦i♦�i♦i♦i♦i♦i♦i♦i♦i♦i♦i, w , _ ►♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦ SCHEDULED PARTITION ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ 4110 ,7 , ►♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� FIRE RETARDANT BLOCKING, 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��I ►♦♦♦♦♦ ♦♦ ♦♦♦��'�♦��♦♦♦♦♦♦♦♦♦♦♦♦♦� WHERE OCCURS ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, �►♦♦♦♦♦♦♦♦♦♦♦♦♦♦... -111M0'N 11 � .♦♦♦♦♦♦♦♦♦♦♦♦♦ 4 ►♦♦♦♦♦♦♦w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�►lhOil ►'1441►♦♦♦♦ .:'te N1- • 444 •1►et�:�►♦♦♦� % ♦♦�'T��ii1,�t1 T,��♦.-- ♦♦w♦♦♦♦♦♦A#041144/i1O■� �► T'►'0 et•C�♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'ll,►�,►,�I '.►,►�'��♦jw-�♦�M♦ice � �w 40♦♦♦� / ►♦♦♦ . . V► ► ►�� 1 ♦ , 1 �t 1'�11►�� i�♦t'�4 4 ' . ''1"��'►♦♦♦4 ;o % FRAMED IMAGE/CHALKBOARD ♦♦♦��;��' ,1pt!,r��♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦w♦♦♦w♦ ♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦w♦♦♦♦1��1001,►, I0.'♦♦♦♦♦♦`'�Q� l►>:,0'►�i� 'i�it�T:��'♦w♦w♦♦♦� / w♦ .li C.,L,.,�,Alp 8 ♦ ♦♦��♦♦♦♦♦♦♦♦. ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��I�1�;1 �1�♦♦♦♦ 'i�i1r►r r►i►i♦♦♦♦ ' �'C' ►V'��;1. � .'411,� �' '{,!!�tilP♦j♦j♦j��j j j j j j♦1 Vii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i►41,��,•,11'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ::3 ►♦♦; , ; w♦♦♦w�A�♦w♦♦♦♦♦♦r.?, e ,�►♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦'��0'4►II''�♦♦♦♦♦♦w♦♦♦♦♦♦♦♦♦� Z-BAR, ATTACH TO WALL ►♦♦ j' ' ' '♦♦♦�►�♦��• �i�∎�► ►�♦�► ♦♦♦♦♦♦r'rw♦♦♦♦'�♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1� 1��1��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦� WiSCREWS & WALL INSERTS 4" ♦♦♦��„ ♦♦♦♦♦♦��♦♦ ■��,�♦♦♦I�♦♦♦♦♦♦♦♦♦♦♦♦♦4�►♦�♦♦♦�♦� ♦♦j♦♦♦j♦j♦j♦j♦j♦j♦♦♦j♦j♦j♦j♦j♦j♦j�� ►i!►��♦j♦j♦♦♦j♦,i ►♦i♦,►♦j♦♦j♦j o.c., ATTACH 0 TWO sTUD ♦♦♦♦♦♦♦♦'►♦♦,,♦♦♦♦♦��'��♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦��♦♦♦♦♦w♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦�►NAVI►I►li►♦♦♦♦� '�"4to ♦♦♦♦♦♦♦� 0 SECTION LOCATIONS OR PROVIDE BLOCKING ♦♦♦♦♦♦ A'►♦�♦�♦♦♦♦♦�ry♦♦♦�i''�♦♦♦♦♦♦�♦�♦�♦♦�� '�i ♦♦♦♦♦' ■ ♦♦♦♦♦♦, �,fi4L.. ♦♦♦♦�►�1'�It � �I ♦♦♦♦ ��, ♦♦♦♦♦♦♦4 B Z-BAR � ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦ .3�y �� ;1�►41► � / ♦♦mot►��♦♦♦♦♦♦4 - ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w♦1►. ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦ �♦♦♦♦♦♦ ♦♦♦♦II I, 11 ��♦♦♦ ♦♦♦♦♦♦� ►♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦ �♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ,�♦♦♦♦♦�i�1��1��►4.��►♦♦♦♦♦�t�♦�♦� ��1♦♦�♦♦�♦♦♦� i / ♦♦♦♦♦♦♦ ♦1Ei♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�t?�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . ♦♦♦♦w♦♦♦♦♦♦w♦♦♦♦♦♦♦w♦♦♦♦♦��♦♦♦♦4NOIA1040 II ��,I,� ►11, ,1♦♦♦♦♦♦♦w♦♦♦♦♦♦♦♦� ►♦♦♦♦♦♦1 ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦f♦♦♦♦♦♦♦♦♦♦♦♦♦� i �1► 1,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦ l►?♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦� ■ 11 �1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦♦♦♦ f ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �r ♦♦♦♦♦♦♦♦♦♦♦♦♦�4 40, ►♦♦♦♦♦♦��.. .��♦ _ :.-45. 14:.=.►_.��_��_��_�♦♦♦♦♦♦� ►♦♦♦♦♦e4r-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦ ♦♦� ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦ � .,� ♦♦♦- ♦ ♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦w r' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►a♦♦♦♦♦♦♦♦♦♦♦i♦♦� ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ a .‘ 4 0 Ctr)-1 0 4,.. . ♦♦♦ � ��►'�•��11♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦ ,��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►y t4♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ►♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i►1►i►�i►♦♦♦♦♦♦♦♦� ►♦♦♦♦♦♦ �♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦�►♦♦♦♦♦� ♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w♦♦♦w♦♦�♦♦w♦♦♦♦♦w♦♦♦w♦� �♦♦♦♦♦♦♦♦♦♦w♦w♦♦y♦♦♦w♦♦♦♦♦♦♦w♦♦♦♦♦♦♦w�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦.♦♦♦♦♦tii♦i♦♦♦i♦♦♦i ♦i♦i♦♦♦♦♦♦♦i♦i♦i♦i♦♦♦♦♦♦♦♦♦♦♦i♦♦♦i♦i♦♦iw�i♦♦i♦i♦i♦i♦♦♦� ♦♦♦��♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦......♦♦♦♦♦♦♦♦♦. ...♦♦♦♦♦♦♦, — ►♦♦4�.u>♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦i►♦♦♦♦♦♦♦♦♦♦♦♦♦� ■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦� r ♦♦��►♦♦♦♦♦ww♦♦♦♦♦ww♦♦♦ww♦♦♦♦ww♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '— — —J ♦♦♦♦♦ ♦��►» ��i'+��1�►��►r��VrLJ�f4��♦�►♦♦♦♦ ♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦♦� BACK VIEW ♦♦♦♦ ''�1t"+�o�`��.��.,; :��i�'�,T♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦1 ♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦�♦♦♦♦♦♦� TURN FASTENER WITH WRENCH TO ♦♦♦♦�♦♦♦� !' 4-44s •, '1':'' 4'1�'1+ w��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ R ■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦4 INSERT INTO LOCKING BRACKET ♦♦♦♦♦•��►��►rj►• ►♦��rl�. ►�1�� i►��►��►��♦♦�♦♦�♦♦♦♦♦♦♦♦♦♦ PROFESSIONAL STAMP: ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦� ♦♦♦♦♦♦♦♦ 4 A ELEVATION ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦� •� � ♦ � At ► � �, ► 141►� . ►� � ► � - 1�,►1.,t►�111 r��►i1� • I►��►n ( ♦t�1►,��1`?�•►�n � ♦♦♦�►�♦��1►�►��11♦ � ' �.��' �,t4011♦. 1► v e♦ , 1L-0 - .14. i �_-„____�►♦ ►♦ FRAME ATTACHMENT G/K/B/1 A 8 NOT USED •�-s t♦w-i�:'�u♦i�040�'u!c'♦♦ire-1;,Nif .' Kiwi i i�--♦-♦-�-♦-v-��i♦��iw ��!i�i�i►�w�i�r�r��►�ii��i►�i�!iiVw�i��'��►V�►Vi��iv�►��►�w��►�'i�r��w�� d►�i��wti�►i� X35_0$ m��►�..��►�w�i∎∎∎i∎i i.♦-i�i∎i∎i�i��Ai 1.∎i∎•∎r4�►�rAi�i�w∎i��►i�wi��A'ii�i�i�Ai�r�ii i.UG �;��,ic.. Y, ; ■ -■111,1"114'f-,4-!- �4►n -•iir- � -�►��♦♦��♦w♦�♦♦♦��♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� .V'.�E, ♦♦♦♦♦♦♦♦♦ 4 .1� I► ♦♦♦ ♦♦♦♦ , t ,< i`:\I�i� V".. �♦♦�41I�♦��l.46v '.' '� �►�I�♦�♦♦�A�♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦� INDIVIDUAL WALL SINGLE WALL HOOK. F:�� ii.♦� ��11►��♦♦ `i1!�t�arilt��♦♦♦♦♦�♦♦♦ HOOKS TYP. OF 6. FOR HORIZANTAL ®:'�♦ - I4��►♦♦ ♦♦♦♦' ♦�♦�♦♦♦w♦♦♦♦♦♦♦♦♦♦♦� FOR HORIZANTAL PLACEMENT SEE ir'01. ��♦ l4 �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 PLACEMENT SEE FITTING ROOM 11►1: ♦♦♦�1'1 ��!►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1 FITTING ROOM p ELEVATIONS 4 � 1� c►�I►' ♦♦ '♦; ��!!'.!►��♦-� ��.��.�i� ��,:��;��♦♦♦♦�♦♦♦♦�♦♦1 ELEVATIONS I -6 -6 ARCHITECT INFO: 1I i>♦♦♦♦-. , ��►♦i♦i♦i♦i�♦�l♦+�i♦yr♦♦�♦�+♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 / / 410�� ♦♦♦ ► ,�I►;..,�♦♦♦♦♦ ♦ ♦ ♦♦♦♦♦♦i♦♦♦ 1 o a ♦♦♦♦ ♦♦ 4101' ∎ ► ,� � � ` �� ♦ � • • 1430 West Peachtree Street, N.W. I��♦�1,��♦i � i ��'�` �'� ��"� Suite 200 .► ♦��► ♦1 ��t��♦♦♦♦♦♦ �� .,�' .� '♦r♦�♦♦♦♦♦♦♦♦♦♦♦♦� o Atlanta, ♦�'�,'' - �' �. • � GA 30309 ♦•, : 40` v -l!♦♦♦ ♦♦♦♦♦♦♦♦♦�I,PA•�;►, 414.1 -.t' "klii.e 4 cN u' t: 404 601 4000 f:4�� -♦�♦�♦♦ ♦♦ ♦♦ ♦ ♦'��1�ly�c♦y♦�♦��♦�♦♦♦♦�♦♦♦♦1 0 404 601 3980 ♦♦♦♦♦�tJ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 0 0 0 ♦♦♦♦k- _ - ♦♦♦�:�00 ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ O O ISSUE TYPE: ♦♦��♦♦�..... ��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦��♦♦♦♦�♦��♦♦♦♦♦♦1 cc o F LANDLORD/PERMIT/BID 11/13/08 ♦�I"1— -vim ♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦ 1 z , ca ♦i�■�♦♦♦♦♦♦♦♦♦ ♦♦ ,I, ♦♦w♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦4►♦♦♦� F . SCALE: AS NOTED ” ♦♦♦♦ ♦♦ll►♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦♦♦♦ ','♦♦�'♦♦1 o m Q ♦ ♦♦♦♦♦ ♦♦� ♦♦N♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ . I i DRAWN BY: RDF 4i■♦♦♦♦♦♦♦♦♦�+♦♦♦�♦♦�I♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦4 ♦♦�♦♦ o CO 4�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦101♦♦♦♦♦N�♦♦♦��♦♦♦♦♦��♦�♦�♦�♦��♦�w�♦�♦��♦♦�;♦♦1 "' A&E JOB NO.: 20080475.5 "�♦♦♦♦♦♦♦♦��►♦♦♦�♦�-�''''' ♦♦��♦♦-♦1♦F♦y♦�♦♦�♦, w.I.,'1r r�'♦♦� �c, SHEET TITLE: l�♦♦►♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦�►�♦♦♦i♦I♦„♦ IV II le""I/ �O♦O♦O♦',♦♦♦♦��►♦♦♦1 FITTING ROOM DETAILS ♦4i1♦♦♦♦♦♦♦♦♦ ,I, ♦�i��♦� ►♦♦♦♦♦�, ♦♦♦♦♦♦♦♦ 4►♦♦♦♦4►♦♦♦� ♦�6 A. 4.. AIIMitkoAk,♦,_I►.♦♦♦♦v♦♦w♦1►♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦�♦♦♦♦w♦♦♦�♦i 7♦♦I NOTE: ♦ - - - -�-�- - - - ♦♦♦�� ZZ'��:��»��C'CCCttZ ''�♦♦ I 1. INSTALL ONE OF THE TWO WALL HOOK OPTIONS SHOWN ABOVE DEPENDING ON %%%% 1 ••••••••••••••4•••••••••••••••••� WALL HOOKS SUPPLIED BY VENDOR. ♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`O� ♦♦�'3��i' .♦�♦♦w♦♦♦♦♦♦�♦♦♦♦♦♦♦♦� 2. ORANGE HOOKSTRIPS TO BE INSTALLED IN GAPKIDS. ♦♦��►'►��--4 4��1��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦� SHEET NUMBER: ,r �, tiv� V♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦I-erl 11:': ♦ ♦�r�AV►AT� ►�C�♦A♦ � ♦��I►��;.♦♦ ♦�♦♦ �/2„=1 I-0 • NOT USED NOT USED 19Td►1001:��;..!,4��. 41 rr'44!APaibl�i�"?U'�► i, � -♦4VA ,—♦ �� 4 WALL HOOK OPTIONS A635 01 1 _w_ _ _w ►.w_w_►_ ►_w_w_w_v_w_w_ _ ..∎_♦_w_w_w_w_w_w_w_w_1.�*i_w: _�_w_w.._w_1_w� — COVE CAP: JOHNSONITE \C____ NEW STORE/ FULL GUT SCC-50-B WHITE ROUGHEN F.R.P. BEHIND .\\\\\ \\ AREA FOR PROPER ► - . ADHESION \\:\ CAULK ALL GAPS WITH —V\--.____v//\_____ ,\.\\.\.\\\\N ' ' WHITE LATEX CAULK. i v.m,. \\:.:\,,,\ 4 COVE CAP: JOHNSONITE ; • SCC-50-B WHITE \ \ ,,,„ op ,,,.\. .„ , 5/8" WATER -•r RESISTANT GYP. BD. • o Q GAP INC. CORPORATE ARCHITECTURE INSTALL CONT. ': 3 901 CHERRY AVENUE MOISTURE BARRIER 6" '4 SAN BRUNO, CA 94066 UP TOILET ROOM o WALLS. ► . STORE NO.: 9643 Lo STORE NAME: WASHINGTON SQUARE COVE SHEET VINYL UP WALL AS SCHEDULED STORE LOCATION: INSTALL MOISTURE GAP KIDS/BABY, SUITE W14 ER UNDER FLOOR FINISH. 9677 SW WASHINGTON A SHINGTON SQUARE RD. TI GARD, OR . � . uQ . o . . . U o . r� .- ` 97223_4452 c ° oo . a c, • c - 4o . a o • o ° oo . . o • v 0. O • QC) O • op O• ° ° . ° °O °° ° - °' • ° ° ' - GAP PROJ. I.D.: 0000044301 Fo '° ° _ o . po ° c' ° p . mac'.., Ca ° ' . �v.v° o �\ b c�0 �� ° $O °^ ° So HALF PROTOTYPE V9 DATE: NOT USED 12 NOT USED 9 NOT USED 6 SHEET VINYL COVE - A 2 3 08/11 /08 Ab52 12 A652 09 Ab52 O6 65 _3 OPENING Q1 /Q2 2009 8'-0" A.F.F. 2'-4" CEILING —• • P435 / / P435 -oil P435 COAT HOOK 2' X 3' MIRROR- INSTALL -• P435 Aft 10 \\ MIRROR DIRECTLY TO GYP. BD. WALL-CUT MIRROR AS REQUIRED TO BE TIGHT W/EDGE 39" - 41" TYP SURFACE MOUNTED OF J-MOLD TRIM GRIND EDGES OUTLET PAPER TOWEL \ RE-ELECT /3'-6" / DISPENSER MOUNT AT SMOOTH-S.S. GLAZING CHANNEL AT TOP RE ELECT AND BOTTOM-SEAL ALL EDGES WITH WHITE \\ / 2'-O" MIN. / PI BABY CHANGING 36" A.F.F. TO BOTTOM \ LATEX BASED CAULK- )' / UNIT OF DISPENSER. MOUNT T.O. MIRROR 6'-4" A.F.F. SOAP PROVIDE BLOCKING AS DISPENSER C� REQ'D. 40" MAX TO \ / / OPERATING OPENING \ — - \ MOP SINK m r--"" , 7 0: 0 - _ Alli °° _ D C—' A6-5 11NI� C 4" 4 — `t sa G 3 ___IN --- // LL: u4 a ..."" I 'in A / . I 741 I 101111 Mr 'k Cli 1 I I Plan N I •bC ID IN IN INSULATE s o 1 ter- ROUND S.S. -O _ ■ W3 ■ R = 1 N o » EXPOSED HOT CLEANOUT in co F- 0-6 A.F.F. i ` :NI Q I 0 WATER AND COVER, WHERE w T.O. BASE DRAIN PIPES 0-6 A.F.F. OCCURS �` `. T19 ► "' ,_____( • ....1 \ T.O. BASE - \ T19 W3 INSULATE W3 W3 EXPOSED HOT 12" D W3 T19 SURFACE MTD. TRASH 1'-6" � WATER AND DRAIN PIPES / A RECEPTACLE (ROUGH T19 W3 t FEMININE NAPKIN DISPOSAL (AT MAX. OPENING: 12-5/8"W X WOMEN'S AND UNISEX TOILETS GENERAL NOTES, TYPICAL ALL TOILETS: " 26-5/8"H) MOUNT B.O. ONLY) 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BLOCKING. TRASH RECEPTACLE 6 1/4" DOUBLE TOILET 2. WATER RESISTANT GYPSUM BOARD, TYPICAL ALL WALLS. A.F.F. PAPER DISPENSER 3. INSTALL CONVENIENCE DUPLEX RECEPTACLES AT 42" A.F.F. TOILET SEAT COVER DISPENSER. 4. INSTALL COAT HOOK 4'-0" A.F.F. 0 CENTER UNE OF DOOR (TOILET ROOM SIDE). (MOUNT WITH SLOT UP AT PROFESSIONAL STAMP: 5. FOR TOILET ACCESSORIES, SEE SPECIFICATION SECTION 10801 U.N.O. FOR FIXTURES, SEE PLUMBING SCHEDULE. NON-H.C. TOILETS) 6. PROVIDE ALL NEW ACCESSORIES AND FIXTURES. PATCH AND REPAIR ANY DAMAGE TO EXISTING GYP. BD. WALL AND CEILING. D 1/2 -1-0 ,Aile,i SINGLE OCCUPANCY TOILET ROOM A652_02 2 -z ►$ c"'.' a CPER ,. • FULL-HEIGHT WOOD tp IRVINE, ',A BLOCKING FLOOR DRAIN, SEE ,\` +5'-5" A.F.F. _ - MECH. SLOPE FLOOR ill 'ct.,S.. 4\,6 T.O. TABLE IN FOLDED POSITION — 1 -` a ATTACH BABY CHANGING 11'_0" TO DRAIN (1:50 MAX.) , ,el UNIT TO METAL STUD / / llit FRA MING THROUGH (4) ATTACH BABY CHANGING UNIT - ` PRE-DRILLED HOLES AT 16" • O.C. ON THE BACK WALL OF TO 2X BLOCKING THROUGH"(4) • UNIT = ARCHITECT INFO: RE-DRILLED HOLES AT 16 O.C. , 10 - I ON THE BACK WAIL OF UNIT - USE SCREWS AND EXPANSION / _ I '' GreenbergFarrow BOLTS PROVIDED BY MANUF. / GYP. BD. WALL _ - -/ N• / 'A \ I- I \ _ 1430 West Peachtree Street, N.W. / T19 / ' I \ �; Suite 200 " r - N / Atlanta, 3-5/8" METAL STUD FRAM�I'�G •I >-:-- ..,._,...: ..,- ; ;..: _. .. . : ..:- 1 I t. 404 601 4000 09404 601 3980 A 303 WITH FULL-HEIGHT WOOD ► N 1 J BLOCKING WITHIN STUD / _ " D 'L _ _ J /CI A ■ �, ISSUE TYPE: 14- ;I LANDLORD/PERMIT/BID 11/13/08 BABY CHANGING UNIT/(IN FOLD-UP .. .. C IF A POSITION) CAULK ALL AROUND UNIT B / I SCALE: AS NOTED WITH WHITE SEALANT - FOR PLAN, 3' 6Y" •• E? :i NIP' III ___f - /_ II 1 L. / h ". r _AI 2'-7" A.F.F. MOUNTING HEIGHT NON—PUBLIC .„_33,„ 1'_6" ' CAULK ALL AROUND UNIT -, /- / TOILET ROOM DETAILS WITH WHITE SEALANT BABY CHANGING BED 4'-0" ON OPEN POSITION) ._ BABY CHANGING TABLE 5/8" GYP. BD. WALL SHEET NUMBER: Id A6 .. 5 1 1/2.._1 1_0�� 1 1/2"_1._0.. _ 1/7_1._0.. 1 • SECTION AT CHANGING UNIT 10 PLAN AT CHANGING UNIT A 1 7 NLL) EGED TOILET ROOM PLANS A65204 4 A652_Ol A651_10 65 _07 _ I .. v. 7.w7#w.793;.x.xwwA♦♦♦♦♦♦i♦�l'- _ !►.�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦ !I, 1. ' cl,, ♦_♦-♦-♦—n-♦—n♦♦♦♦♦♦♦♦� ►�♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦'i .-. NT, - :- �ww.•w��w■ww�_ _ ►w ww.s ♦♦/ ■V♦ ♦♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦♦�y ��♦♦♦♦♦♦♦♦i♦♦♦♦♦..♦.n.�♦Ai►♦1►♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦ ♦♦♦♦♦ ♦♦ �1n♦nziz��' 14tW4♦■ �♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ _,-♦..♦.�►�,,. ♦�►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .4,.......-/♦♦♦-�♦♦1,�, ♦ ►♦ ■ ♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦i♦♦♦!VI♦♦♦♦inn♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t►♦♦�.. ►n�►nni��♦♦♦♦♦♦♦ ♦♦♦ ►�-. 1 . -�; ::r�♦♦♦♦♦♦ n� ►.•�, _�. _♦_ . ►X11►♦♦♦�♦♦♦♦ ♦ ■ �j'*t�1' ��5♦♦��♦��♦��'0'♦♦♦♦��♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦j/►•.j �'♦III►♦1�♦♦♦4�♦♦♦♦♦♦♦ 16 GA. SHEET METAL BACKING AS ♦♦♦'►♦#t'S'�i.�►'r° '' '►c�♦♦♦♦♦♦�♦4,LtC44X•i4 4►`1►1/1►♦♦� ♦♦' \\ � ♦` �,�rT T��►♦•�.;. ,�;- -�'••�1♦♦ //♦♦��♦♦♦♦♦♦ ♦♦♦♦ ►♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦��t ♦♦�►♦'�I►♦��♦♦♦4 ♦♦♦♦♦♦♦ REQUIRED (SHOWN DASHED) SEE w ♦♦♦'►♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'r♦♦�'♦♦♦ ►/ .��♦ ♦♦♦♦ ►♦ ' ,,,,..\\\\VX\ \.. \ `►♦ +f�vi►♦♦♦♦`.►�1► ► !► I►�i/ ►♦♦♦ ►♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦�'♦♦♦t• ��1!1i••, ♦c �a!-!-♦-♦-!-�G�♦t'♦♦♦'►�►'►♦♦♦♦t'♦♦♦♦♦♦♦♦ ( T Z ►♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦11►♦♦♦'t♦♦1►!►PlI►♦♦♦♦♦ n♦ , ♦♦♦A�► '!!A�►♦♦�►♦♦t'�il�'11!'t��f,ll ►♦♦♦1► ♦♦ ♦♦♦♦♦♦t♦♦♦♦ ►♦♦ ►' 4!r ��♦•••••n♦♦♦�►♦♦�►♦'�I►♦4►♦♦♦4►♦♦♦♦♦♦♦ DETAIL 10/A6-0 y ♦♦♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'►♦♦�i♦♦♦04 O♦1►♦♦♦♦♦♦ ►♦♦E ��j.3� �,►w 4'♦♦♦♦4i►,��'�!-!1►11►1/�►♦♦♦4I♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦�'♦♦♦':�• L«4 4'♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦1►'►�`♦♦♦t'♦♦♦♦♦♦♦♦ °°° ►♦♦ ►♦♦♦`+'►''r*- ►-' ►�4�'��►�1►?-♦------v/1�♦-♦-♦♦♦♦1►• ►♦♦♦♦♦ ♦♦� \ ♦ ■ ♦♦ '� ♦`♦♦ '♦n .411004i i- 4.'��♦♦��'I♦♦♦♦♦♦♦♦♦♦' ♦♦♦♦ ►♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦nn♦1►♦��►♦44►�♦♦♦4►♦♦♦♦♦♦♦ RAIL WHERE OCCURS, SEE PLAN. ! F--� ♦♦♦'►♦ ♦''i3'�L��{�'t(��4i''Vl''�♦n♦♦♦♦♦'►♦♦♦♦♦ ►1�'♦1►♦♦♦ ♦♦♦■♦♦♦�♦♦♦ .....�.��I��III��I`i�I /♦♦� �♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦g�■♦4��♦♦ ♦♦♦♦♦♦♦ BLOCKING WHERE OCCURS �� W ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ifr 41P 4 4#♦I►♦♦♦ ♦♦ ► ♦1�,•,►,:.•, *0 ♦♦♦�4114I� t/►11►4II►♦•♦�♦♦♦�:,♦♦♦♦♦♦♦�►♦♦ ♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦�►'►♦♦♦♦t'♦ �►�.►•*�♦♦ ►♦♦ ►' ♦♦! ♦♦♦ ,►�R♦ _BLOCKING FOR SIDE ARMOIRE■ • ■►♦♦♦♦♦♦♦♦� ■ ♦♦�'�"�"� ♦♦♦♦ �'��♦♦'ll�ir♦♦♦♦♦♦♦♦��♦♦ ♦ ♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦♦!►��►♦�/♦♦♦��♦♦♦♦♦♦♦ WHERE OCCURS, SEE PLAN. ♦`�'� ♦� V�'V�+V�•`��,♦♦♦♦♦♦♦'►♦♦♦♦♦♦ ►/ ♦1►♦♦♦♦♦♦♦ \\\'\ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦i�l►.�►♦♦♦♦♦♦♦♦♦♦ ♦�•♦nn ♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦n ►�■11■♦I►♦♦♦ ►♦♦♦♦♦♦♦ ♦�► ►,♦♦♦�J►��ivz+l�♦�3n♦♦♦♦♦�_♦.00_♦_♦_i. •A. ..16A 0'.♦-!k44. ♦♦ ►♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦ ��♦��♦♦♦♦�'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'♦�•'��♦♦♦�'♦♦♦♦♦♦♦♦ HARDWIRE CABINET SEE -- "' ♦r'�►4't ♦♦10 "►�' �♦♦♦♦♦♦♦��..� �►.��►.w��'►♦♦ ♦♦/ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,• � � �,♦�• ♦ .!,∎ ♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦!►♦♦♦�� 11, ♦�►♦♦♦ ►♦♦♦♦♦♦♦ ♦♦�► ►o♦♦♦♦� 4�►♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦n♦ GAP INC. ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦!► �► - !►�►, ♦♦� . �1♦♦♦�■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t��♦♦♦�•♦• �♦♦♦♦t♦♦♦♦♦♦♦♦ ELECTRICAL a� - ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦�♦�♦�♦��►�♦��♦�♦��♦♦♦ ♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ _►%iic*!1. 071 �7 4►•♦♦♦♦ ►♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦h ►♦♦♦��►�� ♦ ►♦♦' ��♦♦♦♦♦♦♦ ♦ _�♦♦♦♦♦♦♦♦�♦♦♦♦♦♦ - _ _-_ _ ,' --_ _-. _ - - ♦♦ ♦♦' CORPORATE ARCHITECTURE■♦ ■ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/► ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�■ ♦♦♦�/►��■♦��♦♦� ♦♦♦♦♦♦♦ ♦♦ ��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦r♦♦♦ ►1 /►♦♦♦ ♦♦� 901 CHERRY AVENUE ♦ ■ ♦♦♦♦♦♦♦♦♦♦♦♦ 40 ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►11■♦�►♦♦� ►♦♦♦♦♦♦♦ ♦♦♦ ►♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦►♦♦♦♦♦♦ I►1 0.♦1► . SAN BRUNO CA 94066_ .. ....40.41■4-m■..■ te♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦n♦♦♦ ��♦♦♦♦♦♦♦ ►♦n♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦�♦�♦�r�♦�♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '� „ .c.q ►♦♦�♦♦n�11! 4!��` - L.■ �V�♦♦♦♦♦ll•♦♦♦♦♦♦♦♦♦♦♦�4M O,♦��♦♦♦♦♦♦ ♦♦♦♦♦, STORE NO.: ■ R C. TO CAULK CANINDE ALL ►♦♦, ♦♦♦ ''��.. ♦♦♦♦'�♦♦♦♦♦♦II►♦♦♦♦♦♦1►'I ►♦♦♦♦♦♦♦♦� 4 ■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��■♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4�♦♦e��4 ,,- ♦�♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ROUND AT WALL, INSIDE & OUT a, ♦♦♦♦♦♦♦Ii�,�♦♦♦♦♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦ l►10'♦1►♦♦♦♦♦♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦// ♦♦♦♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦'�►�'♦♦��►r4/♦♦♦4►• ♦♦♦♦♦♦♦ ♦♦♦'►♦♦♦��♦�� ♦♦♦♦♦♦I►1►'♦1►♦♦♦4 ♦♦' STORE NAME: WASHINGTON SQUARE■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦ ♦♦1/ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦�� ♦♦�� ♦�� ♦♦ ♦� ►�'��►♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦ ,►1►♦1/♦♦♦ ♦♦♦ STORE LOCATION: ►♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦n♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ 1�■♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦ ♦♦ �♦♦♦♦ ♦♦ ♦♦♦♦ /♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 ♦♦♦♦♦♦/ •1►♦♦♦n♦ •♦♦ , ► ♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1►♦♦♦♦� ♦♦♦!!'!►*�► ►fl'!►'t!�►♦-n-♦-♦-♦♦� ♦♦�►♦♦♦♦ ►,�♦ ♦ n♦31. 1. S♦ ►♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦4►..�.�. ►• ►♦♦♦♦♦ ♦♦� ■ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦1/ ♦♦♦♦'►♦♦L'V� � �, �• �4�„�j� ►...•i�♦'t♦♦ �►♦n1.1,►11►♦ ►♦4 ♦t>r *��ir♦ ♦♦♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�_�_i_�_�_�_�_IN►1►'♦ ►♦♦♦♦♦♦♦ GAP KIDS/BABY, SUITE W14 ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11■♦♦♦♦�♦♦♦ ►1 .,. ; �►♦♦♦♦♦��►♦♦�►♦♦♦�►,1�♦♦♦�♦♦�►V V♦♦♦ ►♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4�..,►w�www,�♦, ►♦♦♦♦♦♦♦♦/ ♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►/►♦♦♦♦ ►♦♦� 1 i3 1 ♦♦♦♦♦♦♦�. ♦♦♦1►♦ .I,■♦1►♦♦n ►♦♦♦♦♦♦♦ ♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦ . .►♦t►♦♦♦♦♦♦♦ 9677 SW WASHINGTON SQUARE RD. ♦♦♦♦i♦♦♦♦i♦♦♦♦♦♦♦♦♦n�►_n_n_♦_n_n_♦_♦_n_♦_n_n_�_n_n_�►♦♦♦♦♦ ►♦♦� �►♦♦♦♦♦♦♦♦♦♦♦♦.,♦♦♦�:.w ►♦♦♦ ►♦♦♦♦♦♦♦ ♦♦♦ ►♦♦♦♦♦♦n♦♦♦♦♦♦♦♦ ♦�♦�♦♦♦♦♦ �1 ♦1►♦♦♦�'i♦� ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦Cwwwwwwwwww�wwwwwwJ♦♦n♦� ♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦ !►� ■�4►♦♦♦` ��•♦♦♦�♦♦♦♦♦♦♦♦ - ►♦'v', v v'v v ''v'v �i►�i�i�i�i�:.�►�_�.►�i�� . .. � A 1, Also._ ��♦♦♦� TI CARD, OR ■ '►♦��♦♦,.♦�♦♦♦,�♦.♦♦♦�►_r►�s ♦=► ♦ ♦ ►♦♦♦♦♦♦♦ ♦♦♦♦ ,i♦ ►♦♦♦♦♦Ii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦ 97223-4452 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦!. :� -�► •- -ZC- - - - - ■ - - - ■ ■ ■ - '> ♦♦♦♦♦♦♦♦ al_AOn /♦♦♦♦ i1`i♦��♦�—,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦� 1 1744♦♦♦♦♦♦�♦♦♦♦�♦♦♦♦�♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ FINISH FLOOR GAP PROJ. I.D.. 0000044301• ■ •-- --•• w��,,,►-„,-►-- www,,------ -■ - -.. —w�� •----��,,--4�►��►��►- — , ��--- tw,►—�1,-w�,.-- ---�,►-..• ---.. ----—,►--�1. -�,I��-1/------ --��•►----�,—w PROTOTYPE V9 DATE: ♦ -1�► ►�♦�►1 ., . . � . _ ►1!t♦♦♦♦♦♦♦1/♦♦��`♦•♦♦ ►♦♦♦ '� _ �►♦�►A . t �► . , t►�♦ . �♦♦♦-�►�► _'tour. ♦�' ♦♦�{'►,�♦t♦ �♦ �°_�'-a° ►'� !1A1►�►�♦ . . ► _ '�♦ . r A . ♦♦♦♦♦♦♦♦1►♦♦♦�':♦♦ ► ► . ♦� 1►14- 4” r - 1►.�.,�i��.•>♦ s 4x41 �►♦ ♦♦♦♦♦♦♦rA_va+_i_�6'A .r ' in 41 ►1. 41►* i ►°Le)14 .►♦�iJ,,►°id ♦, DIP/ i�t �i♦1►•_♦..�_�i►_♦_a�►♦'6'♦ 1 ►• •1 1,4 ► �►�1►.1�.�.♦� �1► ►!► �_♦-�-`►-rl_♦-♦ 4►�.�1 1' ►'/�1 1'►�41, +��♦�►•♦t►.��:�r' l►.�I►n♦♦♦♦♦♦1►wwwwww�►♦'►:��'�►�.��'I►�t►.0 1►��►�►•�►•,►.�1►'♦♦♦�,/•I�t.�-�'�►��♦�►.'�' ' ww ' ♦� i'1�Ii.4A 1:1,1'./ . ♦ . ...'D 4/�1►1►♦♦♦♦♦♦♦♦�/ w :/ ♦♦ A 08 11 /08 �,�•♦,��,,�,,�, ♦ � ... .., ,. NEWBORN ARMOIRE SIDE ELEVATION A 6 ... . / ►_•-•-•-•-•-•-•-•-•-• A ._..._._...•A.,.......,......,..��....►..A.A... ••......��..,..�,..�.�v�.�.,�.�.�,�•.•�•�,�,..►....��,...,►...�..�. 66_06 v��v� �� ♦� �� v ♦♦♦♦♦♦♦♦.♦♦��....► i•�... ____ ________ ►_•_._._._•_•_._•_._._._._._._._._._•_•_._._._._._._._._._�►_._•_ ■♦�♦�♦�♦��♦�♦til►��:tai` +' :i♦♦��♦►♦i'►�♦•�♦'�,,,, ♦♦��►�� /�� OPENING Q1 /Q2 2009 ♦♦♦♦♦♦♦♦♦.'' 4►,,u,'R�♦r♦t.its '-' -, io1 4. Itttit 4 , ♦♦♦♦♦�♦ ♦♦♦ I,I ♦♦♦♦�►♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. BACKING AS REQUIRED HARDWIRE CABINET, SEE ELECTRICAL ♦♦♦i♦♦♦r♦♦♦♦♦♦♦♦♦♦♦♦, ♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦n♦♦♦♦♦♦♦��`� ♦® ♦♦♦♦�♦♦♦♦♦♦♦♦ (SHOWN DASHED) SEE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦','' `�V!►�,�U ,�♦�♦.♦�i��♦♦♦♦�►�.-40l =♦♦♦�►♦♦♦♦♦♦♦�♦♦♦♦♦i♦. DETAIL 10/A6-0 ��♦♦♦♦♦♦,'♦��, ♦♦♦♦♦♦♦♦♦♦♦.►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦♦♦♦♦♦! 0..4'1 ,�:r ►�C♦♦♦�►♦!`'!1111►41►1�'♦� ►♦♦♦♦♦♦♦� 2" ► ►♦t +f I l;!? ;!' '♦♦♦♦�►♦♦'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� .. .,41 401v 44. 4, I , , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.��'��,'►�► .444►4►♦♦ �i♦i♦♦♦♦♦♦� - !., ♦♦♦♦♦♦♦♦♦♦♦♦♦i!♦♦i♦iii►♦i♦i♦i♦i♦i.�♦♦♦♦i♦i♦i♦i♦i♦i♦♦� � ' ►♦♦♦♦♦♦♦♦t .v, . !;�1►,�;♦_♦_♦-.�►�►♦.,..4'♦' 41 1,►11►'�' ♦♦I►♦♦♦♦♦♦♦� 1 iii11111111.11.1111 ■►/ ♦_♦_♦_♦_ _♦_♦_♦_♦_♦_♦_i_�_�►♦_♦_�' _♦_�_♦_♦_♦�►_♦_♦_♦_�_♦_♦_♦_♦_♦_♦_�_ / ♦♦♦♦♦♦♦ S L +� i 0 3'ww♦♦♦� ,� ♦�,I 4► ►�♦�♦♦♦♦♦♦♦♦ I"'� ( � ♦ir�w L 4. vwwwwww w�ww‘, w•• ,wwi r, vw�♦-Vir 1.W4410"►♦♦♦♦♦♦♦♦♦'��►► ►+ ►♦♦♦►n--..�►'�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� R.d- ► ►♦ ►♦♦ 1►1►�♦-i-♦i-♦i-♦i�1i-♦�►-i♦i♦-1 i♦-i♦i♦r'i�1 ►♦�►♦♦1►♦�■ i4M , IN ,.`toiftilriti, 7 k 4 1 I4 I 40'11, . -,- 4 I4 i I ■ ''10'.1411"(0"40 ' °'.);•4"tlid'1?'• 11r1."' -1V 4. ell :: 4: 4 1 „ I 4, ■ 4 4 P ,■ ■ I 0 i .4, A. .tit'441. -.--4.-.."'''."''14 4: 1101 4, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��t�,d4144,,1) ,�� w♦♦♦♦♦♦�I!�►♦4®�♦♦♦♦t♦♦♦♦♦♦♦♦' ♦♦♦',_♦_t'1► -z- - -5- -�-�-• `--s--- --- - - -z- - -5-�--�►,_♦_♦_ 4 ♦♦■ ►♦♦♦♦♦♦♦♦♦•'i1�►1i►♦♦♦♦♦♦ ♦♦11 '''V/I,►11►♦♦♦n�►♦♦♦♦♦♦♦ 1 ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• r//♦♦♦♦♦♦4/♦♦♦♦♦♦♦♦,♦♦♦♦♦♦♦t♦, I i i♦i♦i♦i♦i♦i♦i i''�'!1�1n >•!c� '�♦e�•�♦♦iii♦4i!��' 1∎41�i♦i♦i♦i4►♦i♦i♦i♦i♦i♦i♦i♦i �i♦i♦i♦i♦i♦i�♦i♦i♦i♦i♦i♦i♦i♦i'•��♦i►�i♦i♦i♦� ♦♦♦♦♦♦i�♦♦♦♦♦♦i ■ ■ may a ►� , - ♦♦♦♦♦♦':♦ 000000',►q►0 ......,�wwwwww-,.♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦n♦♦♦♦♦♦, ; '�r' 'r�♦♦♦♦♦♦1►�.♦/1,►11►♦♦♦♦�►♦♦♦♦♦♦♦� " " ►♦♦t''.0 ;. "' 1!vt,. t ►-- ♦/►♦♦♦♦♦♦I/♦♦♦♦♦♦♦♦♦♦♦1►♦♦� ►♦♦♦♦♦n♦♦♦i1►ail►♦,�i►♦�o+►♦♦♦♦♦♦♦��t,*111�.♦♦♦t♦♦♦♦♦♦♦♦ 11 —2 oR s-2 ♦♦♦�+�r♦=r► i/�•��►''0•'�►�►♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' ■♦♦♦♦♦♦♦♦♦♦1►♦♦1►♦�►♦�►♦�♦♦♦♦♦♦♦♦♦♦♦� �'►�10 y�l►♦n 4,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦,�,��,♦,,♦i♦,�,♦,,♦♦♦♦��♦♦♦♦♦♦♦♦ ,1�t' �,►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦. ►♦♦♦♦♦♦♦♦�'-1��t� � �, ��;;*�-r•♦♦♦♦♦11t-'4 11►�I�!►♦♦♦I►♦♦♦♦♦♦♦� ►♦♦�1.4'41►Q'•I►'��'00 .1- -.. 1►♦♦♦♦t , -�-�'♦♦♦♦♦♦♦♦♦♦1►♦♦ .41 ►♦♦♦♦♦ ♦``lzrl', i 71 o. VI" .�♦♦4j. !1►rte E .°�dl$'' '♦�♦�, ♦♦♦♦♦♦♦� CROWN AT ARMOIRE TOP ABOVE WOOD BLOCKING ♦♦` � i` W." �i♦♦♦♦♦♦♦♦`�'4_L�►r�' iii♦♦♦/ �♦♦ ♦♦♦♦♦♦ ., 1!► ? ;►�R�►�;►,♦-n-♦..♦.�,,��i�i►r�►/l, il►�♦♦♦1►♦♦♦♦♦♦♦� (SHOWN DASHED) TYP. ►♦♦♦♦n♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►�i►�VO'�►�►♦♦♦♦♦♦� ♦♦♦�♦♦♦♦♦ �� 0 iki:o � ∎• *A 4 Ii 4�♦♦�♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ PROFESSIONAL STAMP. t A a VA i a 1 i I ted hi ; ' '.411i. 1 . 11.11 - ►�n�n- "rill w-n-n-w-•-n-n��- -n-�►-n-•-�-�►-n-•-n-nn- -n-�-♦-�-��-�-�►-n� �w-►-n-n-n-,—n7�-♦-►-n-►•- -n-�-n-n-n-n-n-n-n-n-♦-n-�-n-�r -�-e�- -♦-n-nn-n-n-n� -. 4-',,;',- Dz ►� ♦►��•'s�� , ♦♦- •.:♦v, `v��.► '►♦��i♦♦�►-♦-♦-♦-s--v-I�i�� ♦� N OT USED NEWBORN ARM01 R E W/ SHELVES 5 4,4■04"� ` '� i��,.•i.+4►►v.��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�__♦_� _♦-,/�♦�_�♦♦, ,: e_�Ar_`_ _ _ _ _.r_l._.._ _ _ _r_r_*_ _`_`_`_r_`_1_`_V_ar_�_�L_r_�i�_1�_._ At. _M_`_ Al A66_05 _ _ `_�_�_�_�_�_r_r_r�r_�_�_�_�_�_� •_�•�•�_�•��•�•��•�_�i..�_�_�_��.e_r_ , f /wwwwwwwwww�www w�wwww♦wwwwwww��ww�wwww� 0!r -4.c CO 'ER :`` 7'—o"_ A.F.F. _ _ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦� { , �T T.O. FIXTURE ■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦ ■ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� I vI ,, - PROVIDE BACKING IN WALL ■ z ��A`�t ?��tw'wj*!♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦/ '; is �i Y 1 WHERE NEEDED ■ c' i 5.k4x )� 4��' ��♦♦♦♦♦♦♦♦. 7 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦' le' OF (3V" m ►ii► ► ►`►r♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ' ►♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ► ■ t< ' 4): ►•! ♦♦♦♦♦♦♦♦♦, ♦♦♦♦♦�.�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, r♦♦ ♦♦♦ ' f w ♦♦♦�■♦♦■♦♦■♦�♦♦♦�♦♦♦A." ■ . I ♦♦♦A.A A ...•AAA A•-• 4 ♦�6•• ••�•■ ••♦' ARCHITECT INFO: PRE-DRILL THROUGH BACK )..».i1\cn�r. r l� _ `►♦.♦♦.♦�►V...♦�..♦V.� `I ��♦♦� v ♦♦��4►♦ ♦♦�IV V V V ♦V♦V♦,♦' FRAME MEMBERS TO ANCHOR • !♦�♦�♦�♦�,�w lb. . ■. 1. 41-�♦�♦��, 4 �♦ ��_♦�a►♦�_♦_�_♦�_♦�_��_♦��♦/ INTO BACKING BEYOND. ; ° G_ iii , •iiik- ��-"►♦6_ ��,- 1M11. Ad► •• �.��1 ►►�►�_�_�.-_�_. 1 uun er arrow FASTEN WITH SUPPLIED 4" z ► i ,.��..,,,,��y��p ��Ao.��m■ a��m�� _�...�.�w��.. 10= ►ier LONG SCREWS. COVER WITH E /♦♦�►∎►41►♦♦♦♦�♦�► I ♦♦�♦♦♦�♦♦♦♦�►�.♦♦♦♦�,4�►, ♦4/♦j►� 1430 West Peachtree Street, N.W. g SUPPLIED WHITE SCREW w ♦♦♦♦�A t ,♦♦♦♦♦♦♦♦♦♦♦�� f,1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�r♦�,�♦♦♦��4 tt 4>7.♦♦�►♦ Suite 200 COVERS \ ♦♦♦♦�� ♦♦♦♦♦♦♦♦♦♦♦♦��•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦••�•♦♦♦♦♦♦♦♦� /�•`'�,♦♦♦•►♦� Atlanta, GA 30309 ♦♦♦ ♦♦♦♦♦♦♦�1►♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦4► //►�. t. 404 601 4000 f:404 601 3980 IA.. ■ .♦♦♦♦t 0, �w,C�1C'►1►w � wwi4 „4 -►♦ ,♦416,46 A ♦♦♦ j ' ISSUE TYPE: ♦♦♦i;"��►`�*♦-t�♦_��♦_�.��_ _�e�►_�"!►_��♦_ �1��.��1��'�� ♦ ♦/ LANDLORD/PERMIT/BID 11/13/08 ♦♦♦♦I:��vC�O�O��c�O��:' ��OC �� :11•- • - i O s��,♦♦♦♦♦♦1► . �—� �-_-� ♦♦♦�►♦♦♦♦♦1/♦�►�1/`�'V•��Z� ♦�♦�► SCALE: AS NOTED ♦♦♦�c►♦�♦'♦ 0 1i- -1*- itifir -4.34*74��-.Pi ♦•♦•♦•♦•♦•♦•♦•♦•♦�1►♦1■♦♦♦♦♦♦i∎ 4 DRAWN BY: RDF /.. *A. ..... 1 Al.�_�..-._r_v_�_�_�.�_��r-►_��-�_♦A.-♦_. ■ ■ A♦. ♦♦♦ � A&E JOB NO 20080475.5 — ♦�♦♦�♦♦�♦♦♦A♦�� ♦�.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦� SHEET TITLE: �L,V♦1!►,V`♦♦+6►�► 4�♦4,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦j�i`'!►�,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i►/ FIXTURE DETAILS /♦♦♦♦♦1►♦1►♦♦♦♦♦ ♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦\►♦♦ ♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►4 ♦♦♦♦♦ .•. ♦♦♦♦♦♦♦♦♦♦♦ J♦♦♦♦♦♦♦♦ ♦♦ . L I I J •►,.. ..■ A - ♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦�♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, SHEET NUMBER:r 4 I '''' '...7 'W VI sr 1 P.'r 1 A 6 _ 6 NOT USED NOT USED BOOKCASE ATTACHMENT - BABYGAP A04 4 ►�`•� !1!�!.?vii'♦:1� !, ?+�i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ice-♦-�►- ;►- -♦1♦i i� 66_0 1 ,, - MOBILE SHELVING UNIT N EW STORE/ FULL GUT EQ. 2'-0" EQ. _- ,/ STUD WALL - PROVIDE _ METAL STUD OR F.R. TYP. / -- _- WOOD BLOCKING AT --" -- k ANCHOR LOCATIONS II 1\\ : ' ' SINGLE ROW EMPLOYEE ,\,.\\\\\\\\\\\\\\\\\\\\\\ \\ LOCKER, SEE 1111 1 ( I II SPECIFICATIONS I ( I - - r� \ I I I ` _ - ANCHOR TO WALL NEAR I I I ( \ ri I I r TOP AND BOTTOM OF VERTICAL FILE CABINET i i .• LOCKER AT EACH END OF I I _ /___-_--__- N ROW OF LOCKERS PLUS I 2'-6" I - __ EVERY 36" MAXIMUM ( Aniii / _�-___'_��i --- - GAP INC. ALONG LENGTH OF THE D L CLEAR p ROW CORPORATE ARCHITECTURE 901 CHERRY AVENUE 0 \ V I -..t_ _ SAN BR NO, CA 94066 NOTE: `'" A `''-- '"-``-• STORE NO.: USE ANCHORS WITH MIN. EQ. 2'-0" EQ. 9643 150 LB. PULL VALUE. / )r / IF WALL MATERIAL OR i ,,,_ STORE :: :H1NGT0N SQUARE STORE ALLOW THIS VALUE, USE ENOUGH FASTENERS TO 7"" GAP KIDS/BABY, SUITE W14 \ INSTALL CROSS:'ACING AT BOTH 1' ACHIEVE THIS VALUE ral r DS ALL MOBIL SHELVING 9677 SW WASHINGTON SQUARE RD. WITHIN THE 36 \ - -I- -� r ? .N SHOWN (MAXIMUM) HORIZONTA - TI CARD, OR SPACING. i G. 97223-4452 0'-0" VERTICAL FILE CABINET ► I 5 c° �, I GAP PROJ. I.D.: 0000044301 FIN. FLR. i / _ ...,,q ,D PROTOTYPE V9 DATE: NOT USED EMPLOYEE LOCKER DETAIL 3/4„ 9 MOBILE N.T.S. 08/11 /08 LOCKER DETAIL SHELVING ITS A67 03 OPENING Q1 /Q2 2009 \ B• OM OF SPRINKLER HEAD a \ i - � * N � \ :T:LL T EQ. EQ. w 1 IRD HANGROD _\__ L-- —____ .Jr\ t\ IF SPACE '' RMITS (24" � • • \ MANAGER'S WORKSTATION vi MIN. FROM 0. NOSTORAGE THIS A EA z MERCHANDIS TO B.O. \ \ 1�, `� ce SPRINKLER) a 2'_6A BRACKETS WITH ANT BRACKET w / / CUP SCREWED TO .ELF - ONE g GEAR SHELF CUP PER BRA' ET �---�____` SURFACE-MOUNTED ST DARDS AT 2'-8" O.C. MAX, OR ERE v; ; —I--i;:-° STUDS OCCUR. EQ. 2'-0" EQ. z z 3/4" X 14" "MEDITE II" a -)r t TYP. ' co FORMALDEHYDE-FREE M.D.F. o • cn -///i � �,,� � SHELVES WITH SMOOTH ROUNDED I 2' X 2' PLYWOOD BACKING �'-////� I \ FRONT EDGE, Tr. BY MEDITE N BEHIND GYP BD FOR CCTV /////)' "� /'` /-�� CORP. (541) 773-2522 BACKBOARD -�T 1 \ \ I OMIT BOTTOM TWO SHELVES * SEE ELECTRICAL FOR I *� AT DESK LOCATIONS B ELEVATION OUTLET LOCATIONS, WIRING, r EAS EQUIPMENT, AND CCTV REQUIREMENTS TV i T FINISHED FLOG r� rL I FLOOR (REFER TO COMPUTER CART - - - ..- - 7 14- SCHEDULE) FLOOR SAFE HANGROD • _ I c I a 0 I HANGRO D B RA CKET V CV A PROFESSIONAL STAMP: LETTERING T "PHANTOM M STENCIL A P79 1 4 1- 0„ 12 1- 0' 5 S T OC K R OO M S H ELVIN G ,,,2 x NOT US ED . TYPI C AL ELEV. AT MANAGER'S A 7 05 A 7 0 2 ! Y �{� d Huss q TIME CLOCK & ELECTRICAL OUTLET z 8'-10)/4” 0 � A � A 7 A / / — - FACE OF A 1 0 1 A E 0 WALL 0 1 2 F.R. PLYWOOD I BACKGROUND : : �:> < <:�:<:>: 2 fi BACKING I 1/2" , - C f " r A �I - MIN. MIN. P80 i 2 fi COUNTER ► A r N :?:viii: 11111111111:: ::�i?:,::?i':j;:;:;:;:;:;. '?'�`'� / _1 I A A t t \ Pp/ rAiyalisorytr ssi::: 2 3 SCRIBE TO WALL A DOOR HEADER SEE DOOR N D FLOOR F T L00 SAE �' �' / AT BACK SPLA H 5- 2 A.F.F. m S - SCHEDULE (SHOWN DASHED) - � I ( T.0. T 1 M E CLOCK MANUFACTURED II B ANU ACTURED CASEWORK a \ LCD SCR c 00 EEN LINE OF SHELVING ABOVE W T1 PLAS C LAMINATE 1:::1° \ (SHOWN DASHED) COUNTERTOP. ARCHITECT INFO: A PLAN ..:v- „ , _ PL4o1 .. I /--0-1 MANAGERS WORKSTATION ” " 0 IIM reen er arrow o z \ �/ l \ / VERTICAL FILE CABINET UN 1430 West Peachtree Street, N.W. T.O. COUNTER —"-- -— '-- Suite 200 Atlanta, GA 30309 ' - �'''� P PROVIDE EASED EDGE t: 404 601 4000 f:404 601 3980 NOTE TO ARCHITECT L — — COMPUTER CART GROMET HOLE / VERIFY IF PLYWOOD BACKING / ISSUE TYPE. NEEDS TO BE FIRE RATED PER A FLOOR PL N //I-rim SUPPLY DIFFUSER SEE LANDLORD/PERMIT/BID 11/13/08 34 X2-1 LOCAL BUILDING CODE. MECHANICAL DRAWINGS WOOD SUPPORT a I \ EQ. Q. I H \ DOOR HEADER, SEE DOOR / "' SCALE: AS NOTED SEE ELECTRICAL FOR POWER & ,�- 1 or SCHEDULE eJ DRAWN BY: RDF �� DATA REQUIREMENTS • • ° �� a "° I LINE OF SHELVING BELOW P.O.S. CONNECTIONS A&E JOB NO.: 20080475.5 0 4 N SlO R A E TH I A EA ' - (SHOWN DASHED) (SEE ELEC. DWGS.) -� EQ RECESS IN WALL SHEET TITLE: a o / / , SPRINKLER " �, BACK—OF—HOUSE DETAILS I 1" 111K. PARTICLE BD. a ► I• co • b \ `� - -� �r I SURFACE MOUNTED INTERMEDIATE WING WALL o I FLUORESCENT LIGHT SUPPORT AT 5'-0" O.C. .I a FIXTURE, SEE ELECTRICAL -1 I \ DRAWINGS FULL PANEL AT EACH END. PAINT TO MATCH �� EQIIl►_ WALL FIN. FLR. W MECHANICAL DRAWINGS \ \ \ I SHEET NUMBER: f-0 A B REFLECTED CEILING PLAN / 1 / A6 4■111 7 EMPLOYEE TIME CLOCK - 10 WARNING ' - I / 11/2 1-0"A60310 A 7 TYPICAL PLAN AT MANAGERS OFFICE 4 MANAGER'S OFFICE WORK SURFACE 1 _ b7_07 Ab7_04 A67_01 _ ►�V�V�V��V�V�V�V�V�V�V�V�V�V�V,�V�V�V��V�V�V��►�V�V�V�V�V�V�V�V�V�V�V�VV�V�V�V�V�V�V�V�V�V�V,�VV♦V�V�VV♦�►�V��V� ��y��►��"�V�V�� ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦ ♦♦♦♦s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ , NEW STORE/ FULL GUT i ►♦♦♦♦♦♦♦♦♦♦♦♦ 40,1 1♦♦ ♦♦♦♦♦♦♦♦♦♦d �+♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦ � ii ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ _►- - . - —� - -w�—► - - - - - - - . - - - -�- - -�—w—�—w- - - -�►, , , �0►; i T k N OPEN OPEN Q ■♦ �0'''f, i4 T ♦ / ♦ � ♦t . ♦• OPEN OPEN V♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 'V•►��'� �•��:,��=_=_=—=—=—=_=—=__�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦t ..\\\\.\\\\. \ . ►♦♦♦/ ♦♦,Ii1U-!-�` -!4-� ,_ - - .\il ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦/►♦♦ 1- - -,. =t �I-�V`- - -r� �I►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� •'-----7 �-�•� '��I��I!="�=�_�-! 1i►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦1►�► �L.i=•� it ► i ----- I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦w♦1► ♦II--- ii arAo..kgrrr��0--411 I `��---4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦ ♦ ' 1 ii�� a 1141.11•-�,►4L-`--=—=---=-11♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦t \ N 11:• ♦♦� ♦�►♦■♦1►�)♦♦;►♦♦=,1,►4I! ♦/1,►�■♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦fir �►/ �,♦♦11,•==- ► 1 ♦ ►41 11'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ . FOR INSTAL LAT I O N/ ASSEMBLY ON LY ♦♦ /fir♦•�I►�11 ♦♦��►�r �►♦• �►. Al,. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦ ► ,44 �►♦♦o"I 1� ♦�� :_:_:_.: �I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦4'►•♦♦ it_ ►♦♦♦/►♦♦�I► -III♦♦/1►♦'VI►♦ �I►♦♦♦♦III ♦♦i. tat i A ;►j�► t:♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦4►♦♦�I►♦♦�/11�,♦II,•♦•♦♦♦♦♦ ;I►♦♦O �.r� i ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ �, 112 -11-0" ►♦♦♦♦/ �� ♦ i►♦♦♦ 1►�I�� /1► ►♦♦♦♦♦41►�♦ i' 4rt ► �1►' ir♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ /►�Ilk 1►♦0► I►♦ ►/I►♦♦♦♦/1 ♦♦♦1�► +�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦/►t!�ilk. _III_i_Al∎_♦_6�i►� k_i►_!_♦_♦_♦__41i10 i� �'�3,-4- 3:♦ / ! ♦=�:�=1�_��1��h�_♦_♦_♦_♦_ ICI/ ♦♦41.164111,:*** ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' :\\.\\\\..N\ 3T 4T IS LA N D CAS H W RA P ELEVATION 13 ►♦♦�'s.�s "sr- -4-r- s♦♦ ► ►�.��►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ �' ..�,_. ► ♦♦s�►�s�s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦•/►V♦v♦V♦V♦V♦V♦V♦V♦V♦V♦V V V V V V V V V♦V♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦iv-►♦v'♦V♦V♦V♦V V V V VV♦V V V V V V♦V♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ' ♦♦' GAP INC. 71-5" ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦, CORPORATE ARCHITECTURE / / 11 e41 ♦♦♦ 901 CHERRY AVENUE 1I. 4 44 '. 41��±^♦n♦n♦.+`,+��t��♦♦♦�� , ,♦t�,+s♦`+♦��wn♦♦'♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�i. a 4. ,.4 ��♦♦♦ , ��♦♦��♦►♦� �♦�♦,♦ 1♦♦.♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦/ SAN BRUNO CA 94066 '�, 1� • ► ,rt, �I ► ',■� 'mot � ',�t'.._0 ►,i4114 i >'N 4 & W`twi 0. ,, �f'!$1..1' ,1i I I �/I♦ �►.�1 •� ♦!�1►i I /�</�♦ ��•► �►, ►1 I /� ♦1i I I♦ r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦ ► I �,1 //.1 ►t ♦ 1 �►�►1�. 4 1{ 1 ►� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ►V_<• .••►�v• .i►!�'-•L•'!i1l04,1.44.. •!►•t•1•�, v 1.4•�'_..•.i►4•-•Siiv'iiv'ivivi�iiviiv iviviv'�viv'ii.'�i. ►v`i► i►•i►Silk-.►-rI►!rSiv,i•.ay..i`.&a b`•l•4 i'!•`•l•:•.. .•jii- '��vi�v ��' iv iiviviv�i, ...i V' -V-V- ' 'V-V;•V-V_V—V-V-��V' -V-•- -V-V-P- ∎∎ 'V—V∎V-.-V4"4V'V'V'V-V—V∎V-V'V-V-�V IF -I-V-V��-V-�∎V��►'V- -�-V-VVV-•4.• .. ■-V-V- - -V-V-V- -V-V-�- ■-V-V'V' 'V'V'V'V'V'V','V-V'V-V'V'V-V'V'V'�'V'V'1 IF . ■ "1iV•4 V^V'V� STORE NO.: �. - \- ►^7 f 14.40"4.♦.1 �.` ►, 1 .11►1 :#.S!>♦?►.A 1♦♦1.1. 7♦♦♦♦♦♦♦♦♦tom♦•,�,�►•,,►A�►•�•rt►♦1',,♦♦♦ S*��1t'.�,�►'.> 1►�f,�t'.♦ ♦�7�r/,�►♦♦�1►A�►!♦♦♦♦♦♦♦♦♦♦'►�•♦,i,.•)4'+►•♦� ♦� 9 6 �-3 ►` /►i► 1 � ♦��l 101#i,-!►4.W �►i,��!i�►f►�1�I►1►1i. i,- 14,S♦♦♦♦♦♦♦♦♦ ♦ ,►♦1/�►//11►I,/►4I►�l ►1--♦/. /� /� . 1/1► I� . 11 ► 1►1►�1��► 1A1► - - - ►♦�i..►'! 4!•�►4!♦!11P '•V 11:10♦4!!or ♦4�/►i►/l r♦�' 'v,O,, ♦♦♦♦♦♦♦♦♦ir ''' 71•10 - ,' ♦♦♦ ♦.±>4 0*'16 \ 9'4' 1•4lP vf'V♦!► Imo♦41\ ►`<►-�l l►• ' ♦♦♦♦♦♦♦♦♦4∎" ,Y 11 � ♦� OPEN o� 6 6,,A 4.!9" �AA' ter►+Sri♦ A�►��' W ....♦♦.`♦.r a`ce`r♦♦♦♦♦♦♦♦.♦♦i�i.♦_♦_Vyr_,._♦._♦i_._♦._►'�. .r&►_r�_r��..... ��♦. ►��tlio* ♦r.... ♦ .A`.Vr∎♦r∎►`∎rte♦r L r�r∎►�V�♦♦♦♦♦♦♦♦♦4��♦ AL-' �♦�A_ mo.- ♦i STORE NAME: WASHINGTON SQUARE■ ■ OPEN OPEN ° ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦� ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦� STORE LOCATION: N ►♦s♦♦♦♦♦♦♦♦♦♦♦♦ ►A?♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦ ♦♦♦♦♦♦♦♦♦♦♦ ►,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ GAP KIDS/BABY, SUITE W14 ♦♦♦♦♦ ■_ ___ __ __ .♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦■♦♦♦♦♦♦ ■ _ ■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦� 9677 SW WASHINGTON SQUARE RD. ►♦♦♦♦♦�►♦♦♦♦ ti ► ♦♦♦♦♦♦♦♦//♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦r.♦♦♦♦♦♦♦�■ ♦♦ itt:44titb,�► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� TI GARD OR 1.-11" B 2 1 -11 B1 ►♦♦♦♦♦�►♦♦t♦'j1�44i.'i�► 1',♦♦♦♦�..__?'40, %,is �1R�'�♦o, '. &4k$',� . ♦♦ ♦♦♦♦♦♦♦♦♦♦� ♦♦♦ ► ♦t 'i�►�'♦♦♦�•■ __ :40:, . , 0) i I „•0:♦ ' _� ♦�♦♦♦♦♦♦♦ ♦♦� -445 / / ♦♦♦♦♦♦♦♦♦A►_♦_��♦�♦�♦♦♦♦�♦♦♦♦�Li ♦ V♦�W��►�"�y 4♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦ ♦♦♦♦♦_♦�♦�►_♦.�V♦�♦V♦♦�i� ♦♦♦ t l►;�i► !j�f�1► +��l►Z;L■\VVV♦♦♦♦♦♦♦♦♦♦♦ ♦♦ 97223-4452 3'-0" CLEAR ♦♦♦�♦♦♦�♦�►�♦�♦♦�♦��♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦�'♦♦�'►♦'►♦�♦�`�`♦�♦`►♦�♦`�♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦ ♦♦�♦♦A♦v��■ � �� ♦♦♦♦'�♦`♦♦i♦`�♦s♦`�'♦'�♦�`♦♦♦`i♦♦`�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 3' 3y '♦♦�,,►�_! ��_________�� . ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦ �♦',��'— ---------------- - ------ ►♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ GAP PROD. I.D.: 0000044301 6'-10" 2 ►♦♦•'ai►7i►� -�L� � � -LL•l♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦•��►�i,► _ �� L� ♦ ��•♦♦♦♦♦♦♦i♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� / / ♦ ►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦-iwJJ!►Aw��!�tw.♦w t►�►♦♦♦♦♦♦♦♦♦♦♦♦/►♦♦ ♦�►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦1►�, J�►�►w♦�► w�►Jw!►ww1►♦♦♦♦♦♦♦♦J�► ♦♦ ►♦♦♦♦'♦ ► ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i/♦�-♦.1:14 :1:4 ?31.1,a.., �►-oit o3) ayC�♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦' ►�► ♦♦♦♦♦♦♦♦♦♦♦♦�y♦ -V-4:"144* 4004 4 ,1►., i40 ,►1i:►:.p 1"41'11♦ �/►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�r►r♦♦M44 att+ . !►-40#41.4��i;�►i►ri�!♦♦♦♦♦ ♦♦♦♦♦1►♦ ♦4' 1 1♦♦♦♦♦♦♦♦♦♦♦♦♦�♦•.� ♦♦ I; ,;1; ►,!.♦;!► �f► ►'i►'rY►�i►♦♦♦♦♦♦♦♦♦♦♦♦ • PROTOTYPE V9 DATE. FOR I N STAL LAT I O N/ AS S E M B LY ONLY ♦♦��♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦,�w♦♦♦♦♦r♦sVs/►wss♦s♦♦♦♦♦s♦♦♦♦♦♦♦♦♦♦1►♦♦ �� ♦♦1♦♦♦♦♦♦si♦♦♦ . �♦� ♦♦♦1►♦♦i♦r`♦♦V♦r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 11211=t-al� ►♦«♦a+1►'► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦� 440'♦.r41►�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 40+ , 08/11 /08 ♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� ►♦♦♦/►�►♦•�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦` ♦�► ►♦1♦♦ ♦♦♦♦♦♦♦♦♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ OPENING 1 /Q2 2009 3T/ 4T I S LA N D CAS H W RA P ELEVATION 12 �♦s♦ /►� ►♦.� � � � /►� .. 0 � �� ; Q A70 ♦♦♦/►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ _ - !♦'!► ''►. ►..�.�♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦�♦ ►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦/ ♦�- - 'R''�'*"!'�* ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦'♦1111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦I/�,V♦'• SP w't,'j. `►''�'♦ ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦1111♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�Vi �:'Il�v :'►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� ►♦♦♦/■%.'L .L_♦_♦_♦_♦��►_♦_♦'♦_♦_♦.♦_♦_♦_♦_L►_�► ♦♦♦' 4 0:f . ir♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦♦♦/►1►.♦.�.♦_♦_♦_♦�♦_L_♦A♦A_♦_♦_♦_♦_ ■s♦♦0 It- : t�r�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦ 7I-5)/4" ♦♦ .:�:/ley:::::::::��:: ::::+♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦•�- :11:��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦110* . / 3/4" / ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦� 3/4 SATIN ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•+♦♦♦♦♦i TRIVALENT SHROUD ►��+�►z•♦w*:♦ 'AA��►��► ►��►,w!►♦��!►' ►;,'♦'��►��►�AA,►�l♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1► , ♦ �!!�►!►�1;1►!►�►��;►��1► I►�A♦♦,_ !!„a♦��t' , ►i►��1►��►��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'♦♦♦BLUE COMPOSITE ,.,�,�t��►� ��1 �1`�/►1 �i♦�.��,'; ,. .rl��'I►•)�►�►��0 f 410� �Ill°O �4 i I'∎t0' > 4'4►�►,1. re)►/�ft�∎ .7444�►'1:44►,�i1.;)∎ 0114►�111♦�,�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ , !+) - ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦ STONE TOP -NIT∎Ir►��V'�1/15/♦��i��V��►�r1►'►ij►��►�V��%r►l►`��. /IL�♦��►�1►`►��`►�k�♦1►♦♦♦��♦��♦A♦�k Alk i►��`.l■a 444 Ilk,� �►�V�'�� V�'►��%��`I�10I�V Pi .. ♦�rl�'►`��,♦♦♦�♦�♦��♦�♦�� ♦� ♦�♦�� _`�� r--w-w-■-w- -----♦-w-w- ------ ---w------►-w-----♦♦♦--- --w--s-s-♦-< ♦-ss-ss-♦ -►---♦-w-s-►-w ► -♦-w-♦- w--►-w--►w- ♦ -■ww-♦--ww-w♦ww♦wN♦-I4►-♦-+-s-/pw-w ►-r-!►-w■ • ►t��t�'t►J�.4 ,1�,•#:►�-�1� y ��.�'�►�•��♦. r 1,. ► n�• .1�♦♦♦♦♦♦♦♦♦♦'#_♦_♦_♦._♦_♦_♦.r♦•�♦114•►�3'�►��1, ��••1 ♦,<•l►•t��•,�•4Y , .1`n♦ ♦��►�1♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦ >♦ ►��'► 1 4 '1111 oe" . �►, ∎0A(4 J .�14r. ,1, .�if-V a i J��1` 7♦♦♦♦♦♦♦♦♦/- 'V'�•'V'V�►♦f• 1,,, ♦ f 0'x,1'O��♦'_ �*� f►f1►/ /,- • ,11044,#.4.4041,��'k�li►i4k„4 :� ♦♦♦♦♦♦♦♦♦�►♦♦L�♦♦1 1�♦� �y� &4A li�i V .�♦Z♦ 1 4* �►r 4•t V■•t,6 vV� •J` ♦♦♦♦♦♦♦♦♦♦ ♦♦♦►1 ♦ ♦ ♦1/�VAC 1 ti/� �` t►s U#V v� #1,t �►•�►` l►J♦JV pis t♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦ ♦♦♦t'./��j BLUE POWDER .∎•∎.∎∎�••.�.�•�.Awe, ALA.ALA.��.A.•.��∎.∎.��•∎∎•..��.�•A.∎.∎...∎.A.�.A.�.A/►.�.41146.4......A.A.A .AL.A.��.•∎∎•.A•A��..A��..∎��4.••∎4.A�A�A�A..A.A.A.A�∎....A.AI►.A.A..A.A...AIL.A..� ■∎A.AL AIL .411. R COATED M.D.F. ,�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 1 N ►i ii i ii i ii i i i iii♦nii i i♦i♦isi i isi i i♦i i i i ii i ii i ii i ii i i i i i i i i i i�0 ♦i i i i i i ii iii i i ii i ii i i i i ii i i ii i i ii i ii i i i i i i i i i i i ii i i ♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦i♦i♦♦♦♦♦♦♦i♦♦i♦i♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦iii♦i♦, INSTALLER TO SCRIBE .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦� s ,� LAMINATE BASE ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦*♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4'�►,�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦114; ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ' ►♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�s_♦_..•_♦_♦_w_v__♦_♦_♦_♦_♦_♦_♦_e♦♦♦1►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ _♦_•.._♦_♦_�_i_♦_♦_♦_s_w_♦_w♦♦♦♦i♦w4F 1r FOR I N STALLt I I 01\1/ ASSEMBLY ONLY ►♦♦♦♦♦._._._._._._._.._._._._._._._._._.♦♦♦♦♦♦♦♦♦_.►_._._1._._._._._._._._._._._._._...♦♦♦♦♦# ♦♦♦_._._._._._._._._._._._._._._._s♦♦♦♦♦♦�i♦♦.,._._.►_._._._._._._._._._._...♦ ♦♦� ♦♦♦♦♦11'��V�V�V�V�V�V� A�V�V�V�V�V�Vi11�♦��1♦♦♦♦♦��.K. '1VV��;VV:V"V'V"V"ViV'V"V�V'V"V" " "►♦♦1/♦♦ ♦♦♦ ►.V- - - . -V� V VV V�V�V�V�VVVi/,►♦�► /��V�Vi.�V� _ _ - - - - - - -V'r�♦♦♦' it_ 11 ♦♦♦♦♦��.. -��■� ^■�■■■��♦♦♦♦♦T7117.4.��►�� ► �� ' �i►��.�o��Tir∎∎∎∎��►� i�r V' . "� '��--- •► , t J2 -t a ►♦♦♦♦��►♦♦ ♦♦i►' ♦♦��♦♦ �►�� :��♦��r��i r•♦��♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦��♦!!♦ �♦♦♦♦♦ ♦♦♦♦♦♦♦� ♦��♦♦♦♦♦♦♦♦♦♦♦♦�1�� ii��♦i��♦r�r�'��♦♦♦♦♦♦♦♦/ 311 4T ISLANID CASHWIRAP ELEVATION 11 ►♦♦♦♦♦1► ►♦♦_♦♦ '♦;v��♦/►♦♦♦♦ '1►♦ ►♦♦♦♦s♦ ►s_s_�� _s_s_ _ _►_ _s_s_s_��_s_► ►♦♦1►♦♦♦♦♦♦'►♦/�T'► ►♦ors.�♦'♦♦♦♦'�♦♦♦♦♦♦♦♦♦'�1►�►_�_�v_�_s_s�►_s_s_�_s_��1►'�♦�♦♦A.■►♦♦♦♦♦1►i, 4•A.�►♦ , . ♦♦♦♦♦♦ ►♦♦♦♦♦♦♦1/ ■1►iAwl. iiiii-ii "-i•►ii♦♦♦♦♦♦ ♦♦♦ 4 4 -��•♦��♦ .��►♦♦♦�� ♦��♦♦♦♦♦♦♦♦♦♦♦♦�►��ice► ♦iii♦ice �■ ♦i ��♦/�►♦♦♦♦♦♦♦♦' ♦♦♦♦♦♦♦♦♦�11►♦♦►♦:♦�'♦♦ ♦♦/►♦♦♦♦ 4'1►♦�►♦♦♦♦♦♦�►iii►-_-_- _-_-∎_-_-_-_-_- -_ ►♦♦1/♦ ♦♦♦ ♦♦♦♦�►♦��.�- ' ii ♦iri♦ ►iii�ii/►" ♦♦♦♦ ►♦♦♦♦♦♦'♦♦♦♦♦ ►♦ ♦♦♦'♦♦♦♦♦�►♦♦♦♦♦♦�/►�► ►-i-i-�VVVVVVV�►VVVVV♦'♦♦♦♦♦ t ► � ♦/►♦♦♦ ►/►♦/►♦♦♦♦♦��►♦4'VV - -— - - -ir-- ��►♦♦♦♦ , \ . ►♦♦♦♦♦1► ►♦♦♦♦ ►♦♦♦♦ ►♦♦♦♦♦► ►A�►♦♦♦t. 4 t ._!_!_!-!_►-!_%!-!_%!_%!_%!_!►4 ♦♦1/♦♦♦♦♦♦'� �♦♦•♦ ►♦•♦•rte♦♦1♦♦♦♦'#t:♦♦♦♦♦♦♦ ►' / i►_♦_♦_♦_4►_♦-♦_.�_♦_♦_►♦♦♦�1 r♦♦♦ ►♦♦♦♦♦♦!_♦_♦_♦_!►-♦-♦_♦-♦-!-♦-♦-♦-♦-��►♦-►♦♦♦♦�/ �1►VV�VVVVI��•r••�•�v.��♦♦♦♦♦♦♦♦♦♦� 1^- -_-_-_-_-_-_-_-_-/ke A A.♦-!►1► . 1►♦♦♦♦♦i4►4.��51o,-��.'��...��►♦♦♦♦ Ali ►♦♦♦♦♦/►,♦♦♦♦♦i��♦�r•�iAL AL. ♦�♦�♦�♦il4.., ♦♦♦♦♦♦1/�I►VVi�y♦♦�♦�V♦V♦�1►♦��♦♦��♦ ♦♦♦��I►♦��►♦��►��♦�♦�►�♦�♦�♦ter• ►♦♦��♦♦♦♦♦♦♦♦♦♦♦♦#� ►ii��♦♦V♦♦► V�♦�♦�I V�#♦♦♦♦♦ T85 Mr ♦/ ►♦♦♦♦♦'�I�♦—♦�♦�'∎ ' '?"� '►_♦_♦�♦�♦�♦�-�14!'♦♦♦♦ ♦1► '1/♦�♦■♦■ ��i♦�♦�♦�♦��L�♦�—♦-�♦'♦♦♦♦♦ ♦♦♦ir/NI♦♦7'*r,�'711,►♦�♦��♦�♦�-`►Ar''-♦/►♦♦♦♦♦♦ ►♦�#;.416..��♦-♦—♦-♦-��♦�♦�♦�� ►♦ ♦♦ , '♦♦♦♦♦1/1�♦♦ ►♦il'♦�iil'♦♦ ►♦♦♦♦♦'.1` ♦1♦♦♦ ♦♦4��∎►∎��.1„. �∎�11��♦♦1►♦♦ ♦♦♦'/'♦♦ ► . 1.(.,.. ..i♦♦'♦♦♦ Agoi ♦♦♦♦♦♦♦♦'14 ��0� 0 'Ah, 4 �♦♦� en . w ,�,w�j��w�w��,�w�,�w�w�w�w�w��w�w�w�w�2411k.♦�♦♦♦♦/►�I��o A.Ak!: !!w�!w! � �♦♦ ♦♦♦, w�.�w_� ��w��wr,,rwwrw�w�,►w�w�w�wfig I►♦♦♦♦♦♦� ♦� A.A.. _�o!w!o!w!�o !�!4►♦i♦i i il iw `, .`►♦1' /!.`1`♦sss?»” •,•►...• .♦♦♦♦F. .0.• ' ••eeCl`!` ` `ss' ?? ► ►♦♦1►♦♦♦♦♦ =`�0'?? •-► •'c,, `e♦e' ` ` .`I►.•..0.♦♦♦♦♦♦♦•-4`r`�"�`�`t`1`t,�t♦ss??♦1 ',r ♦♦ ;4. ►♦♦�I 4�♦�1'0I'♦r♦♦ ♦♦♦♦♦♦♦♦♦ -♦�1►' /►♦♦♦♦♦11�- ►/►♦♦♦-♦rr♦♦♦♦♦♦♦♦♦♦'►'♦♦♦♦♦♦♦1►♦''0►4 1►�♦♦♦♦'`•J♦♦♦ ♦♦ '1►- '11�♦♦♦♦♦♦♦'��I•♦-♦♦♦♦i► ♦♦♦♦♦♦♦ ►♦�♦♦ 10-.. ♦1/♦♦♦/1♦♦�e. ��♦♦♦♦♦♦♦♦♦�1 ♦1►♦♦♦♦♦♦ 1 1[►♦♦ -■-■-..- - ►♦♦♦♦�♦♦♦♦ /♦♦♦♦♦♦♦//♦ 4 �M; 41♦♦♦♦♦�♦♦i�//� ♦♦♦♦♦♦♦♦♦�► _ _ i. ♦♦♦♦♦♦♦♦/ ♦♦♦♦/ PROFESSIONAL STAMP:40, , BASE BELOW ►r�►1►♦ II ,4 * �♦�♦.►?_♦_♦_♦_♦_♦_♦��:►►♦♦♦♦♦ ♦1fr "10��►♦♦♦♦`♦♦♦♦ ♦♦♦ ►.r►�►♦♦♦♦♦♦♦♦�01:1�♦�♦�♦A A •1.�♦�_♦A♦�♦_♦4♦_ ��►♦♦♦♦ ,■ ►ri+11♦♦♦il'♦♦/�♦ ♦♦//♦♦0/►`♦■ ♦♦♦�1/♦i/►'ii1. ■,r�i�1�11''♦♦♦♦♦♦ ■ ♦♦♦♦♦�∎�♦♦♦♦♦♦♦♦♦♦♦♦♦♦'- ♦1/♦�►�Q�►♦♦♦♦�'♦♦♦♦♦♦♦♦i1'1► :- 1�♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦/ r -I ►♦♦ 4►-�1►�►♦♦♦♦♦♦♦t►♦A♦♦♦♦G►♦1►♦♦♦'. 471,7'" ► -!- :.► �►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦1►♦♦ ♦s I A 11 4 ♦'►''r♦♦♦♦ ►♦�1♦♦♦♦.►�►♦1 ♦4.{ ►t r ►!!♦♦ a A,..,!,��♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� ivs . ►♦1►•♦ ►-411-1- -/��►��11601�►��►AI_ - _1 41/' •1 �►T7► - -VA '4 ♦♦♦♦♦♦♦♦♦& '►�-�M&..► ►=L►-1111gti,�,� �! &I+740 1► _' "C�I�4' e4►�►♦�- - - - - ♦♦♦♦♦♦♦♦♦♦♦�♦♦/ � ". CONTINUE TILE ►♦.._/►_V.��r._�"ii.r l../i. ��►�'♦`�� • '►VVVV♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦ - - -n-��i��(ii.«i��♦'►♦♦r��►�'•�'♦♦VVVVV♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ UNDER ►♦/►'•'V- ��r V'V'V'V'��►'V'V'w'V' 'V'V-�V' '�r♦ ♦♦♦♦t�'-'_ ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ''V-/►- 'li►i►-V'V'V'1'V-V'V'V'V'/►y4II% '1►/ ♦♦♦♦♦/�_�..►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ 0 d €'r oN I ( S2 CASHWRAP ►♦♦•��,♦♦ �►♦♦♦♦♦♦♦♦♦•►♦♦♦��♦ ►♦♦♦♦♦♦♦♦♦♦� �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦i!4�♦♦��/♦♦♦♦ ►♦♦♦♦♦♦♦♦♦ ►i, ► ♦♦iol�F' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i DOUG ��---4 IN 17 i _ _ ►♦.-1►♦♦♦ '♦♦♦♦♦ ►♦' .,♦'♦♦♦♦♦ ►♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦lf.-4►♦ ►1►♦♦♦'►♦♦♦♦♦,► .♦i►/► ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ��,P. , ,„„3 ❑ ❑ I 0 ..Ai 4►♦.�►.►♦�♦♦■ ♦�►♦♦ .♦/►♦♦♦■ ♦■ ♦► ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1/♦♦ ♦♦♦�►♦�♦♦4►♦Vii 'ter ♦♦.#��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦l■ 4444411' ———— �. —— --- � -� ►�1►♦♦♦♦'♦�•�.♦♦4►♦♦♦��♦'♦♦♦♦♦ ►♦1►♦��♦.•. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦J♦1►♦ ►/►♦i_w�'♦♦♦♦♦��io�♦i► ► ►♦w��♦♦♦ww♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� It (1 ♦'#♦/►♦1►4►♦ ♦�►♦tom ►4►♦♦♦♦♦'t►♦�(� �4 1n'SIT♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►♦a►♦♦♦♦,►♦..•\14►♦♦♦♦� ♦1# ,. ,,,',f-,I,,,01.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦1►♦♦♦♦'♦4�- -�1♦4►♦�'�-t�♦r♦♦♦♦♦4 ♦/►�+'r`141r i: -. ►-y► ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦v♦�►♦�►/►,►"�r� ♦♦♦♦♦ ►♦ ♦ ► ►♦ ►�i�, i+►��+►� ��►�i+♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦♦/►♦1►4, r Ik..)♦i►♦ �� .�♦/►♦♦♦♦♦'1►♦♦C0 4:,'47,.••1,r*,-�l♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦//♦♦ ♦♦♦�►♦'�►-i-►�►♦♦♦♦♦'�.♦,1♦#■ ♦ �♦�.�6411'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦Irg..46. AM. . . Aiti. . _ -1‘,. -1atto ° o .Q T85 '♦♦'�/►F �!CC1'��'' Z�i ?77,r , ?Ili� 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦//♦♦V V - �l�7 , - CF �'! ►♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ARCHITECT INFO. b lir ►♦1►♦;��,whil♦♦i►•VV. .►•Vr♦ii ♦gNA, ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 41 *e,,�,,t►iwl►♦♦giVor‘vi - 'NIA ♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� -,e) 411111 ♦i�♦w !�►♦i♦i♦i��isi'�i♦i� ♦iii♦♦ 4�0♦�'��i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦isi♦i♦i♦i♦isi♦w♦isisi♦isi♦i♦i♦i♦i♦i♦iI r '♦♦♦s♦♦♦wwill* ♦i♦i♦i♦i♦isi♦i<•►�i♦i♦i♦iwi 1►rwi♦i♦i♦i♦i♦i♦isi♦♦i♦♦i♦isi♦i♦i♦i♦i♦isi♦i♦♦i♦♦♦♦♦♦♦' ► ! 1►♦♦♦�I♦♦♦♦�C♦♦t►♦♦♦♦t ♦♦ I►♦♦♦♦♦♦♦♦♦_�_i_i_♦__♦_i__4 ♦_i_i____�_�_i♦♦♦♦♦.!!►♦♦♦ 1 ,l1 ♦♦♦♦♦♦♦ ►♦♦♦♦/�,/►♦♦♦♦♦♦♦♦♦♦_i_i_i_i_i_i_i_♦�_�_iV_♦_i♦■♦♦♦♦♦� OreenbergFarrow 114 Imo, -..... CONTINUE 11LE M♦' ♦♦♦♦ I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i ♦♦♦♦♦♦♦♦ ♦♦♦♦I��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦��♦♦♦fib►♦♦♦♦��♦�ti►♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦>♦♦♦♦♦♦♦♦�1�► ♦♦♦♦♦♦♦♦♦♦♦►♦♦♦♦♦♦�g,►♦♦♦♦♦♦♦♦♦♦♦♦I♦♦♦��♦♦♦♦♦♦♦♦t,��►♦♦♦♦♦♦♦♦� '1►♦♦♦�I'♦♦♦♦♦♦'V♦ ►- -'-.-.-4_►♦♦l1/♦♦♦♦♦♦♦♦ '�V♦♦♦♦♦♦♦♦/.- - - - -♦♦♦'/'♦♦♦♦��♦♦♦�►�(/♦♦�♦♦�♦ ��►♦♦♦♦/11'1►♦♦♦♦�♦♦♦♦♦/1'♦♦♦♦♦�♦♦/�►♦♦♦♦��' /►♦♦♦♦� 1430 West Peachtree Street, N.W. UNDER ►♦'♦♦♦♦1► ►♦♦♦♦♦♦♦♦1�V-V-V-V-♦♦♦1►♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦♦♦V-V-V-V- 1 •40' ♦♦1/♦i♦♦♦♦'�'♦♦♦♦♦♦♦♦♦♦ ♦��►♦♦♦♦♦♦♦♦♦♦1►�►♦♦♦♦♦♦♦♦ .�V ��►' ♦♦♦♦ Suite 200 a r---------�-----------�� • CASHWRAP '♦♦♦♦♦1► ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦`'/►♦♦♦♦♦♦♦♦�� ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦1�► ►♦♦1►♦♦♦♦♦♦'/'♦♦♦♦♦♦♦♦♦♦♦♦♦♦�t♦ ♦♦ ♦♦♦♦♦1/ ♦♦♦♦♦♦♦�♦♦♦♦♦♦�►'r♦♦♦♦' Atlanta, GA 30309 N ►♦1►♦♦ ►Amp-s-wssssssssws-♦-♦-�►s-�► ♦ ♦ .'-. 1*. .... ■ 4. ... .... ►sssssss�►,0'♦♦♦♦♦♦♦♦ ldN'►i► ►w.. .. . .. pate-ws.►ss.'1/►_ .♦♦♦♦♦♦♦-'►-�xil-♦-s-s-ws:►4�_,wss��.111 t:jr" 1 ♦ t. 404 601 4000 f:404 601 3980 ♦♦♦♦.,._ ►.►��►��r♦♦�i��i►�i�i�•i∎�i��i�♦�i��i►��i�►♦♦♦lr ,.4"6. ��r��►�1r�i►A�i►�i�i��i.�IX. N.i ►♦♦1►♦♦ ►♦�E�.►.i.' .♦ ��..__.►��►��►�ir�i►�i i• ♦♦♦♦♦♦� V� .►��r►�`�i�i►��._��i�i��1��1�♦�i r♦♦♦ - / r,dlip A}.aVx Axd)4..a!Gxr kxdL,hafaS.Bxa J-aN,.4:axr.wYa!`Jt.'IUx n^}[d✓r\afOVAN5.a.bxakd ♦ +.XS,,,,,m.{,NRS.dx,',-,=Nh..AxaY...tr.d}3xb,m,,.:: w;ti.. ...,,,SL�,,,,.. ► ❑ ❑ I ' ► . \ N}` {� S yr ',7 d' ,-zu. ,:,.v'ir. .r.;tS:�a , ,,>".4+,a:.,,Xma\+x:{4� �� _- ■_-__,,___.�/►♦♦♦♦♦♦♦♦ .♦ %IX.v}:ad::b:5XQ:9:{IXfix:SO%.f'i%aJXa4xa'4Xa,,'iIX�a:<'ti Y�-e,'ha:ti}'Kiahv..%« 'KU.C.'a ♦♦♦♦i ►♦, --1 �^____- v_--_--_-_- ♦1 ♦♦♦♦♦♦. �lX2a..Xa4k«4X0(!a:4a:}:L+IXK.xs. Xak_;4S^}h,•474a_ «'a, a^C, .Va4r... 7L.,t\^a_.a?, ■♦♦♦♦♦♦ ■ , , / r:. Y. >,C +.,, , 'b" Yri . ► :2LCb'1z-::?:{ir`�'.i:l2Q:t'c`:tLfi a\4,Y'x4h''X4a2a„:-...tm,r,„,:fi5'ir"Cx+T:x rz-s::a^.:;„.?1i / ► / • , xRiG:i4G%c,aaaGaaG1{.^:QS.Sir<iCS�:RJ.'w.�'%fYhZCGIh'd:�fS1�.,�:'511....ilflP.a.^]�SfNx.RIG..r7ii'i'aAL01..a4\14...!Cx , ' / ' .. / / �� / ► ?GS' \} a,'S:ti4a6'::G::N4'aV.SaS4:tH.S:+4S1•iSil :5b3.tiP>_iS'4:i'LI.`:ti,\a:se '” ♦♦' N ► ♦♦♦♦♦ ►♦♦♦♦♦/►♦�♦♦♦♦1/♦ ►....:N }:al.ix a al.a.:=Ma!=b .;:gy: „1,-,.>,,..v-aG4�;3aR,xDm,,,13.\'S,,xs,:lap ►♦♦1►♦♦♦♦♦♦ ,♦♦♦♦ o _ _ ♦♦♦♦♦♦�♦ ►♦♦♦♦♦♦/ ♦1 Ra t s J�►.♦♦ / 1 4xrxa.,%a.�:aa�x'•:axa reaax.�fina..rxarR',,%...%ar aak.v%a.+e«'s.+.aXa,Xar'awX::'axa^. ► / / 'a ..��\\�\. \\,;��\\\,�\4 \\\. \\\\ . \\•,\: ....,. ► 1 ' / '/ sxc\t\\\\,.\\.\�`1\t`.,,\,,\�,:\�v��\\\\y\l\\ti 1\�..\�...\ ,..a:Tr..d ►♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦ ♦♦ ►♦ ♦♦♦♦♦ `.��,\ . \� \�\.\ \�. \v.[\\ �\,\�: \�[,�\�.\\.. / � if tuns, t [ , '.•♦ .L`1 U'Y:NVa`4ak5, R.^'..lx 1 \.. ,.\ ; ,k.` \.�\�Cei VP... ► ba.. \..xau..d�xrx.vxbx>,exaoxdv.akk .x. a . \ / ' / �{,+. 4.a4:ea.sX.Ya:4«ti;ar,4%arxa:•}xr4.,a:,%G'w>:aswwo:ax�es:a«.,+n '�'iaao . ..�.��.�...�.�.�.I►� / XC.dX .J CafiXPSr«:sXa+'+}:a{'Xa'4Xa{':ia,}%?;4hOS xa.xxaa.a o•.a,:K.a. c,. Z ♦♦♦♦♦1► ►♦♦♦♦�♦♦♦♦♦ ►♦♦♦♦ •1►♦♦♦♦♦♦1/♦ ►4 \Xa4a„xa4XXrua ► ►♦♦1/♦♦�►♦♦♦ �♦�♦�.� ♦ ►♦♦♦♦♦♦�■♦1 ► ►♦ fi{ .+!o . a G':: Gxar'xIXG'ii.:+SIXS:-.IX c'R5.s�:{awa;.Gat^s4m, ► - - - . w�zXS}':fisr�Gx>i::•%fix✓ !aXfirxc2a,.GGxrexR'rxaGhaX xfi\:sr\Sraa\.nCGgc ISSUE TYPE: / 1 ► S9G\ .dG5 Sa.SaG aGS,VaiN. 4 GS a ,� ► / - - y l• ■'# , � '+. `nrv, Kati 'SS.a` � ' � On h\1.'2•xb;tiX e.@.\' G'RRb i+RS1Z,..a\xT';?�a?-' \b`;'x{•RFF-at,.,k..ld V 9.Sh'+\ii*R.RxaA.:{aNxSiZ•x'a.,x.iE..a>;,!Rr \xa..x.��"acyx4�4xak::4a.. [Rw\aliR --S ' � ♦♦♦.♦♦ .♦. ... .. .�l,� ... .... A� •... .. :,.. . ♦♦♦♦ ' I I ►♦♦♦♦♦.♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦ ♦1►♦♦♦♦♦♦. 14% D\.t X!ar:a4Xa4%a4:4a4X�:..,X 'r tfiXa rXa4aaX4'4XaK'{ � X•''I4�?:a4•♦♦♦♦♦♦♦♦♦ 1•---• � , • %a.. `x:.a%a•.a , Xah.^h•.,rXa•:aar .a4Xv�.fiXIXt.,fik.y4/ / ► / ► i . � „ V a'ti rc ,1 , -zlr,::x .. zm !SX ti'wz. / 1 4 / ► ,GhSS%,x 'z.'' .� t,-s P',:G. ca,,a.[,�a s\x-.r, /� / // 1 ►�;r�\ ,._ ��a��.¢�. � � ' . �>��G� � '� ,/ ►♦♦1/♦♦ ♦♦♦ ►♦♦♦♦ ►♦♦♦♦♦♦♦♦♦r♦ ►♦♦♦♦♦♦� ♦11 . ,�, �. �' .� . ► � 11 13 OS ♦♦♦♦♦1 ►♦♦♦♦�♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦ /♦ raS>aR :`,V.,asox, k axa:xdra.a>rxcbx Re'V xb.;bilkRb> axbk.b a',MA , ,xx,Z}x\,:tarX LANDLORD PERMIT BID N ► � / / ► xv� "\`,i'+xa:,^«4:Qa4%r,4.rar`` �x'a4>1aa%a:a.a«r:rG�r�`"* �4X, ^wo-:a ► ► ► / / / xfix�+sa+. fixa•^ xaaX;;fi%aaaxarxaa `Zkra:ca+X.r� ka'. ► / / / /► . A.,\ti �^..�,�.`�',. . .r �,. \ ,.,- N �� ,- �,, ♦ 1/ ♦♦♦♦♦ ►♦♦♦/ 1'♦♦♦♦♦♦♦♦►♦♦s`.`3`1 r5 .v,4G .R,Rl GXGr:KGG.',rGXti'45 reRaC?:GG`� St>5,►♦♦♦♦♦♦♦♦♦♦♦ 1 e..` W,R.SEA.trP...GSrA .,z:tsk..aMU,,GRfv.6RSGr.e,�`.. k..Rf\\'>..a5 47S ► / / , , y,[,,^a .,� r^. .., s �`:\.` c a .. ,[ r •v 1. ' . / / ,atbR�a\\`ikSTaY.?cSU}^}� 'a\bk'•.2t k'�x?:1txa1:!XbO.L'i*xiA`: / / �.a\\.arx ' �. ��tiNk.'7:.ak:.�R?:kx ► 1 ,.SR ,..,, , ,,,,,z.‘'A' -S..-L.,ya�ac„axa \.,,:h.Sm,,,SRS;a�.;l . .v `^ : ♦♦1► ♦ ♦♦ ♦♦♦♦ ►♦♦♦♦♦♦♦♦♦.♦ ►♦♦♦♦♦�/ ♦1/ - ---- -- -- -----. /•♦♦♦♦ ♦♦♦♦♦1/ ►♦♦♦♦.♦♦♦♦♦ ►♦♦♦♦./ ♦♦♦♦♦� ♦ ►4..,�r..%cep d'pX.,.}da�AaW}.:..,.74a..1J«!arxfill,,tx�«'t.e«!akty,}Xa:Aa!a.:t!aXi.., y..«!Px..yl0«.' ► ♦♦ ♦ ► , . ,,,,, „,,,, h4.,:; A , M. / / -r .. .,i c,. r... , .te. r�. .\ . / ► / t?5G,L'GY 4'R52GS?GS•...^aGr;a4x�rx4;t;^,`G4 GXC5:Ltir..:51:Git�a�•.4G:; ■ / aec.\�".^T'Gr`.seRA{iTa:Gl+Gsi G.C�1:fRi..\a,GXG7.GR;�+rRSG.iGas':ha d?JGX6+.7ifb.uY,R�RZC[, ,RfGS ► / / •' \\;...,g., V, i'�, lr' `F. " ,• - ,�. ..4 _a,r ..� ..r V'' ► . ♦ ♦ ►♦♦♦/ ,��♦♦♦♦♦♦ ►♦.a.'il 4. ti'Yxbk Yii}}k\4Rb'S,-<bk?::\:'•” rJ+axb`.�xb}:^:,ti}7pr:rxa:8xak., Kt riR/ ♦♦♦♦i ►♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦ ►t'1/♦♦♦�"I♦. I.:as...sx,...aap..aa3x,or.a,.. ,,+6xa�aatua,��DxR�xar...a�sRw. :�..as6...,!axct*,sctca,...a�..aR♦♦♦♦♦♦♦♦♦♦. 1 ♦♦♦ ♦♦ ♦ , _, ..1.1.1.1.•►.1.1.1.1. .4'.-.-.-.-.► -,.x , '.-. -.-.-_-....-_-.-_-.-.-.-.-.- xa:.:^ %,rxaixarixfixr;,"It- ar 'xa4r.afixr:;,%arxa4g','-a',\.,X.;a / ► / ^Xa�-•'«!a 4Xa',�K'a!a:4afix� h4.a4Wa 1Xa4.v x i+:a74a✓�:'!a!a•XC.!870a4^L^\\`:4?IO ' / ' ► ' � ► / MY\•? '.P 'fi',a^tC- ♦'aiii aaVSaG?.aGCJ;Gav fiaMYS$^..RtG�i.aa5ai.\.,aG:K► 1► ./� ►♦♦♦♦♦�/ ♦1/ '?X•SG\'.i'Gc:4'..454:\".s5'Yt•G5�?r:x�R�� a>^G\Yy?.JTSti2C:Y4i.l eGaE"a'':TG.`^► .♦♦♦♦' ♦♦♦♦♦1► 1111 1111 . 1111 -/ ♦♦♦♦♦r /♦ ►a ..\ aG� ax . G ►♦♦ ♦♦♦♦♦♦ 1111 - - - �, a.Ra? ak+caxa:uaz; x.:,xa?_. c,Rar�+:,axe'+txa :.aR:,`k�vbaR I 1. / ♦ / xn'! \T.,:akS?o'%Ra`ar{SiS. >:aR4.,8xa°.`v`aAxaAS.R♦ .y/�R+"sRa?5'.&A5x„?idxa\a0 ► ► / "1 ► ' [ t .1\}�: nY. Q '>Cr;: ♦ / ►/ Xa•}Y. `'a,}Xti`o a'{.X{;s',F,:,1:a.}}tiU `p.,,Oxa'D..ati^X:is :•%d, :{''r:!a. ♦♦♦♦i I ♦ ♦♦♦ wwww .www L.wwwww ► ► 1/♦♦♦��♦. 1r?xa\.X41?aSX,G:!a:4a7'r.r . 4\«>._xa!a�ia:'O}7afiXtd ♦ .xa .a{'..i.4%4'YF;4\ .r♦♦♦♦♦♦♦♦♦♦. 1►ww.. .. ww ,www/ ��♦♦♦♦♦♦ � .■ ♦. \ � \ L J ►♦ ♦ yy,� ,1\ k,t , �i Y,M ff^ : \^,�P ` � 1 ftG}.^\fi.?x4;C4G5•,`C:f4r.'i4�4. G:C�,'1.RG5t52.1'4r�:'G4GX�Ra4t:T1*GS\\xii SCALE: AS NOTED ► / 'n£fG2>Gxgr,aaG.RiGx=>�SC`� j� e / 1 ` ' eaaaaRCG.aG5r.G5Ri�.R •:�,..;aG..Gx�x>��v<ec\�.x , . � ' / ,� \., .,.�r, ,�� e: l4- -as✓ aaxasxaa ,rX aa~,xaxax�>ra.sxv..,aw,t► . ► .♦♦♦ ' ► ► 1 p Y'\\ xSi6�.,,xG. .aw. ':'„ ...:USA x x ♦1► ♦ ♦♦♦ ►♦ r' ♦ ♦ ♦♦ � ►♦♦♦♦ �/ ♦1 2�Pxb\�4k1 bJ+t SF kRt4\lu a,G ^.1k1 `.\l8raxx,bkt>:4nhbx�,\=c •► y�, ♦♦♦♦♦1 ► ♦♦♦.♦♦ ♦♦ ►♦♦♦♦./ ♦♦♦♦� /♦ ► M. ,*i 8. at'i Ya4,7a•}'X4?«!a%.^}4ar, ► ♦♦ •♦ ► ♦ ` hadX}:)Xa,};a4kG.4hIX•. afih..K4aa ka4::ace%C.fiaaa.{a4k.,4%a':Xafi},a'•\\CXafi •' _ ' , / ► !a}.Y\Y:.%ar+a4Xc,.,aXa.+1 a4 47Qt:':%a4^:a4x:L_X_ 4!C't!a ':Saa4. !Q_. \ ► / / ► ' / \. a 'r - •: l a:n7 Y, C •Y atPz-'n-a\. r -.-. / // 4S]i4 \ U 4�?a{•G:'Pr' �ox,!7f:ti4:i � XC 9.\'4G:ti aX_F' ;c4 hti GS:C^r.Y>^'�aGS x':.'13�.L..Gaa.'S';,Gna..�2cR,-,8, .5.G::1 a0`,.., .,,.5.'s'aa fttc 1i; ..5 . .' ♦♦♦♦♦ .♦.. .-�- / ♦. ►♦♦♦♦♦♦♦♦♦♦♦ ►♦ �` ♦♦♦♦♦♦♦ ►♦1/♦♦♦♦♦♦. 1 - ;: RG' s' l :� 4 4 4.R'. . ♦♦♦♦♦♦�♦♦♦. 1/♦ _ .♦ .,. �♦♦♦, , ♦ ♦ bR}a\\a.Xalb a:L+k'itt a",xi k^'a5,i k'i.:ix }tFxb?:xb}:hRb:dx 1 ' ► ]2«4?-<bxa',G �:+s0xt'r%aR:{aAR:,9.+t2A.R. . G dxaVtakx..Rxa'il;aai6.SR1.}� R,.iR�,'..ax 1 147*, � ► ,.. ... . �.. :.. ,. . .. /' - ► / ' ti?7a:\,-o �'=,?:dG:-,:s4}7at z--. �.• zr,,,3. nzs a\fi+«.4k a,,-,ti\h7? ' ' 1 ' Z1*, ,,,s n'aa..\.. •"''tz'...A'.^...0?.pr.O :, fi.r,1O%aQ ,.O4aQ_ . A ► : , -� .. - ,, .,� fi-r v a�,.�9 , ../ ►♦♦1/♦♦♦♦♦♦ ► �i.�� ♦1/ ��, �Ga-G� ; .Xfi•�G ^a,4r^n� �' ' G:.�Gx,ax�sfiGh► DRAWN BY:► Ss 9\s,a �G�,�GSC JasrG.aa ,,� a�Go.4Gx.tx ,,..,1 xcs\Ater , / � 1 ►► ' , ' / ,.'\ .,,r..,S.iARacix:969. ^ :{afixaA+xaY.RaGt+;:Skx \R ► , / 4}:x4\ SS' ,2 -,¢/':A\, 4'.!r bwlr'iax'a �`�[ N.-4�.3}aXxv*'�pbl3:i RDF ♦♦ . ' ♦ ► �-�r•�♦♦♦♦♦♦ ►♦1►♦♦♦♦♦♦. 1S'ak .t.�, .a.a..4.. 7 v' -+ ♦♦♦ I♦'. ► ♦♦♦ //♦♦♦♦♦♦♦♦r♦.%p,,,s,:i ar,. tipw^.;:,':rxa�r:a 1:1 >:arX3'rxafi'..\\rxr.^r, ♦ ♦♦ 4 1 4Xa}.:X:21 4.:,X4}QC.,+Xa!G*ia4x y¢. `� 4xa':.r2a:2r;a:Y2Qr�:?%ati / � S, .: �/ ► ra\' \ .aar, r. o e G ' :\ / / �1 ► '£G:ti \.sXr:a ma.. /+.G.,4 R3i Zx4v,,GX:_:� c+l}aseQr\X'eG5 .r 1 .�:«G,\.a.� '"'isxs�rxe�+-aG>.s,>za_.,� ,``,�. aa�r�.a�a.a,sr +k . / \ p �\.. ♦ / ♦---'♦ ►♦♦♦♦.1►♦♦♦♦♦♦1/♦ ► [r \••. ; N-•,•. t•, v C`'- ` ••► ►♦♦//♦♦♦♦♦♦ ►♦ - - ► ►♦.� ,♦♦♦♦♦.♦ ►♦♦♦♦♦♦/ ♦1/ a'Qxb[..,a:fikt�iR "':taxiti`t^a4xa:?:.ak'.lH v:kaF4}'b![iRS.4R\\na�}k/r�♦♦ ♦♦♦♦♦1 ►♦ ♦ R,.4 •,r atafb:':,1f3Rt.?xSa4alrx .la.,Rixa.;xas„aa,x.Axb bRa,`�S.l: , ■ ` , / / / \., s :.,. ,, ► / / :.arX..xa xarX.,}ace,:a,:crar:,xar vrx.,xaxa4}arxr',;xaaaar..xa ► ,.�, ' ' h}.1,,\\ .xIX!rl�.+,Xa..a4�..+%a,TVa. X!a /,Xa:ka4..a4X,.4%a:F.4t!}},^.,.�7}ffir:a!d«.v ♦ ' / \ �♦ � 1 ♦ ♦ ♦ �♦ �a .r x>ca•„sXfi:^-.fi� fiXi:.>c.Kfi�,<.r�x}>x„�x,,,ar:4Xfir..�fiG.�;,X,}:n�■♦♦♦♦� A&E JOB NO.: 20080475.5 ►♦♦♦♦♦♦♦ - - �♦ ►. • ♦♦♦♦♦♦♦ ►♦1/♦♦♦♦♦♦� 1•' 1'„.:;,,ti%`.YOC.x,�iG1~,1,2 S£sr:.Ri\r:a a::,':,;iGX:bGi:.�r.,,•aGY.RiG.h ,,,,,, +�:1.;a7i, ,.:p,p'.w;..:,,,,, ♦♦♦♦♦♦♦♦♦/ 1►♦V V.♦. ♦�♦ ►♦♦ /♦ ♦♦ ♦ ♦ .S2G...mss..h4r^..- 1 ► 4., 1.i.l F.` l4 ��.�. :■11 1 Ili�ifi \r . \\ : \\`: ^x:.x // / �� / Qatb`lx,45fEi,¢Rl4 [ GG V4 SS S ,45`n'S $F`xa>t .4R / , / A ,',�� .��\..\,t [\\ \\\`. \ \.••�\}\\\\�[\\, \\. .►' / :7h. ,,. \.\ , \ . \ r ..:[, •J; `t ♦ ,� \ , ,>• ,.,, �lC'a:p 1 ♦ ♦_`�/ai;4k�.\\\�.\\ \��a[ ,`[-. k\ t\��i.\\.\.\\�..?\\\.aaJ►1 Ck\1,..,\'l`\ ll��\\\.\[\t\`\\\\.\\\\'.��n\\\ �4\\��\\4�� ;\\v�.\\\4\\\..\.\\aG•x ► / / -r. \. .°^.:'- a• ;-, ,�.. -x".5.. s��drah.:aR,�.:idr:xiRcx\,..xd...a.�.,.r.t'�r:.dK,z.srk .R .x.kr.ex.�.a..c..:rs,.N3/►♦1/♦♦♦♦♦ �' \''aS.v,.^}ASTtaM }dsxd',nS.dV'.+',Xt.lltikGY.;Ua,.kd..Sfi JJLaRaNt.,kx. Cdk .kSW.R♦♦♦ ♦♦/♦♦♦♦♦ ►♦♦♦, ►♦♦♦♦♦�♦♦T85 � ►♦♦♦♦♦• ^� . r:• � � �a+,varx.r%a•;xar^ar%r.o%dra„x.`rxa.;xa.,}:+cr a.+%«r:'arXT.:rxi'4Xad}:,o-a / � ► axa.�aarr,v,ax«�:.ravrr.x�axa}+c«:+a+aX fi:eaJ-varr..+fa%a,�xa•:.«�XC, xa•�:eaa'K.,ax.,x«rt^;ago- ► � / / / .. } r 'i�r' r. z y. , / �. �.�.�.�.�...�.�.�.. ry �I iiial ar<ac:RxrG c:�s>im::::', sa�.r.k,:;--::a xti�Ra'cr ca: ,:,,.^x•.Gx:•z:s GXiG:i Mr ♦♦♦ _....i. ♦♦♦♦♦1/ ►♦∎w_♦�♦_•�♦�♦_♦�♦A♦A►_♦�♦_♦�♦_• M.!..• ♦ �*► ,•�iQfK:1SR+G..1iGr fY.,r1Si:`2.Sir1\fl'G7L.Ga�c KeGi.,.QisLri_4G.R'aa.t.+ faL iG eG:Ri iCQG1,'il xr R+.1C�LQG�lGYC/ ►♦♦1/♦♦♦♦♦♦ ►•�_♦�•�► _ - - . _ ♦♦♦♦♦♦ - r♦ ►! X. ` ►♦ � � ► ►♦♦♦♦� SHEET TITLE: A ►♦♦♦♦♦�� ...�� -�� -�.��.�!. l ♦♦♦♦0 •�,��-��i►ri��►� ♦♦♦♦♦♦♦♦♦ ,��i�i�i�ii�i�i�i�ii��i�►•♦♦♦♦♦♦♦�. ►�►�i ��vL�ii�►��.�►�►, o '♦♦♦♦♦`► - - - - - - - - - - - - - - - - - J♦♦♦♦♦♦ ♦�. - 1111 - - - - - - - •• ♦♦1/♦♦♦♦♦♦- - - - - - - - - - - - - - - - ♦ ♦♦♦♦♦♦♦♦'�• 1111 - - •1111 -• •. �♦♦♦♦ i ►♦♦♦♦♦♦♦♦VVV♦VVVVVVVV�V♦♦♦♦♦♦♦♦♦♦ '►VV♦VVV VVt'�VV�►V �''�V♦♦♦♦♦♦♦♦♦♦VVVVVVVVVVVVVV♦♦♦♦♦♦♦♦♦♦♦♦�*.�►♦VVV♦ ♦V��V'►rV♦♦ ♦ ' �- ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ;♦♦♦♦♦♦/►♦♦�►♦♦♦♦�' !♦♦♦//♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦gip.,,, ♦♦♦�♦��♦♦��♦♦♦♦�� ♦♦♦♦♦♦♦♦♦i CASHWRAP DETAILS ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . ,_♦♦ , 1;♦♦♦♦♦t♦♦1 ♦ ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦ , 1.. ♦ ► , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ��6. .... G�v�♦ ►♦ .. IL. _ _iii♦ 1.__�1��•��►�►♦♦♦♦♦ ISLAND■►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1111 - - - - - 11 11 - •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ � - - . - - - - ♦♦♦♦Irl. ►♦♦♦♦♦ ►♦, ♦!►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ rl;►!!►!►s♦/►- -11�►- - ►♦e'r-:z►♦♦♦♦♦1►♦♦♦♦♦♦♦' ►';1�,!!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦:t1±: ! ♦/►-V-1►1►-!-a►I►' -1'♦♦ ♦♦♦ t to -TA trIA-: 7117 4ff III .4714111t ;7414 ►♦i♦is♦♦i♦is♦♦i♦i♦i♦i♦i♦i♦is♦♦is♦♦i♦i♦i♦i♦i♦i♦i♦isi♦i♦i♦i♦is♦s♦♦i♦i♦i♦i♦i♦i♦i♦' IS. 0♦ii♦i♦i<i'►i♦i♦i♦i♦i♦i ♦i♦�s♦♦i♦i♦is♦s♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦is♦s♦♦i♦i♦i♦i♦iss♦i♦i♦i♦i♦i♦i♦i♦is♦♦isi 1 ►si'►i♦i♦i' i♦i♦i♦is♦iss ' ►-♦��♦w+.��+w��-��♦ ,w�♦-♦��-♦♦1♦♦��w�,♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►��►-��♦♦��- ♦��w�-��♦+��-+1♦�1��-�1��♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦' SHEET NUMBER: ►•• .t >/1 •�G�.�♦♦�••�1•, �,►,�. ..�i .�►�,�♦,.f.■t1♦.i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�.a ..1 < ►•. �,< �.# e�� pit,<•�1 �I- ♦♦•, , t.!i♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦ , FOR INSTAL LAT I O N l ASSEMBLY ONLY ►1.�►.• . ♦ ►/�►..��► _ ►/►�, •• ►. .� v _ �.�...� �� I.� ..�.• . /►� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1► ,4v:•) .•�4,140040 • . . ► _ 1‘y4■1►♦ .• .. �, . . , ��►. . ►� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i �••`•'•v_•••'∎i`•l•••`•V•'>•.•J•L•►•1••`•1►•li ►•ii_► ►'•`•�••r••••it•. •r•iii•••r••r•iv• •v�•' ••!.► '•V•1•1••vv_ ►•!••J.•V•-411.0.° . ►l•-41141111*.Vit••riJ•1•i►,•r••r••v•r•it••it••vvivivvivvi -i. 1 J2 -1-a 10.--ike4p, , .,♦,1'- , ♦ar ►•Titi, i ' I'�1� -.17� ♦oritA"yr v y ∎∎■ ∎ .7..„ ii+l4�♦♦i � 7,-i AI►A t` . < �11,1 1 `,, 1 ,►t�♦t ♦tA'1 ♦�♦mo♦,r♦r : 1 4i '►p� 1, . �-72. 1 ��i<<1` 41' �►��► -"r&. ► . ►♦♦♦♦♦�� i'�'► -�•./►�<►w•►�1 :►�4 /► !�1. ♦ 1�1►//♦�� 1-1►/ � ./ ►3T/ 4T IS LAN D CAS H W RAP PLAN A7a 0 - i��i��,^v�►� �ti�'i►'► .►.�.��►� u'►,►�, s�/.♦♦♦♦♦♦♦♦♦s♦♦♦♦/�-w-w-w;w-s-w-►♦-�♦1►..,►/►4,►.4► ,, •4 04,�,►�% 4 1 quo ...0 4 �♦♦♦♦♦♦♦♦♦♦♦♦♦♦www www♦♦r♦ A 7 ...... 3 ►..r..r.15►�....��1 Ili. .4.1, ..►`►..i►1i. . 44:.. ... - - -.-I/ :Al:►.,i-.-V-V-V- - ... - i..i..i- i . .`�+-. to. .... ►rfA ...it.Il.,►AI► 11...∎II►♦ /A. .1A.iIi► i /∎ ►.► iI►IiLIPA.�. iA&A.AAkA.A.AA&A. ♦♦,..!AL A. NEB STOREI FULL GUT _ ,,,, •,,,A : / SPECIAL INSPECTION FREQUENCY REFERENCED //, MCKIE STANDARD DRAWING SCHEDULE STEEL CONSTRUCTION NUMBER TITLE 1. MATERIAL VERIFICATION OF HIGH-STRENGTH PERIODIC APPLICABLE S1-0 GENERAL NOTES 1. INSPECTION OF REINFORCING STEEL. N/A PERIODIC ACI 318: 3.5, BOLTS. NUTS. AND WASHERS: ASTM MATERIAL S2-O KEY PLAN 7.1-7.7 SPECIFICATIONS.. a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM AISC ASD. S2-1 STOREFRONT PLANS , ,, 2. INSPECTION OF REINFORCING STEEL WELDING AS REQUIRED BELOW AWS D1.4 STANDARDS SPECIFIED IN THE APPROVED SECTION A3.4: S3-1 TYPICAL WALL SECTIONS ACI 318: 3.5.2 fi%; BELOW N/A CONSTRUCTION DOCUMENTS. �� • S4-1 TYPICAL DETAILS �' SECTION A3.3 a.VERIFICATION OF WELDABLITY OF REINFORCING STEEL OTHER PERIODIC b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE S4-2 TYPICAL DETAILS THAN ASTM A 706 REQUIRED. S4-3 TYPICAL DETAILS /. CONTINUOUS 54-4 ROOF FRAMING PLAN & AHU PLATFORMS GAP INC. b.REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN 2. INSPECTION OF HIGH-STRENGTH BOLTING: CORPORATE ARCHITECTURE INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY CORPORATE CHERRY AVENUE ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALL, a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM PERIODIC RISC LRFD SAN CHERRY CA 94066 AND SHEAR REINFORCEMENT. STANDARDS SPECIFIED IN THE APPROVED SECTION M2.5 CONSTRUCTION DOCUMENTS. C. SHEAR REINFORCEMENT CONTINUOUS STORE NO.: b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS 9643 d.OTHER REINFORCING STEEL PERIODIC REQUIRED CONTINUOUS STORE NAME: WASHINGTON SQUARE 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND CONTINUOUS DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: BEEN INCREASED N/A MARKINGS TO CONFORM TO ASTM STORE LOCATION: a. IDENTIFICATION M GS 0 CON 0 o ASTM A 6 OR 4. INSPECT EPDXY ANCHORS AND EXPANSION ANCHORS INSTALLED IN CONTINUOUS PRODUCT STANDARDS SPECIFIED IN THE APPROVED AS II A 568 GAP KIDS BABY, SUITE W14 HARDENED CONCRETE. ICC-ES CONSTRUCTION DOCUMENTS. 9677 SW WASHINGTON SQUARE RD. REPORT b. MANUFACTURER'S CERTIFIED MILL TEST TIGARD, OR 5. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318: REPORTS. REQUIRED 97223-4452 Ch. 4, 5.2-5.4 6. SAMPUNG FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT CONTINUOUS ASTM C 172 4. MATERIAL VERIFICATION OF WELD FILLER RISC. ASD. SECTION A3 fi ;' GAP PROJ. I.D.: 0000044301 AND DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME ASTM C 31 MA S LRFD. STRUCTURAL NOTES OF MAKING SPECIMENS FOR STRENGTH TESTS. ACI 318: 5.6, 5.8 a. IDENT1FICATION MARKINGS TO CONFORM TO AWS SECTION A3.5 GENERAL PROTOTYPE V9 DATE: SPECIFICATION IN THE APPROVED CONSTRUCTION O$ /11 /08 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER CONTINUOUS ACI 318: DOCUMENTS. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING APPLICATION TECHNIQUES. N/A Ch. 5.9, 5.10 CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY OPENING Q1 /Q2 2009 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE DISCREPANCIES OR INCONSISTENCIES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE PERIODIC ACI 318: 5.11 REQUIRED AND TECHNIQUES. N/A -5.13 2. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL 9. ERECTION OF PRECAST CONCRETE MEMBERS. N/A CONTINUOUS ACI 318: Ch. 16 5. INSPECTION OF WELDING: BUILDING CODES. 10. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL CONTINUOUS ACI 318: 6.2 a. STRUCTURAL STEEL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 1) COMPLETE AND PARTIAL PENETRATION GROOVE CONTINUOUS AWS D1.1 WELDS METAL STUDS 2) MULTI-PASS FILLET WELDS CONTINUOUS 1. ALL LIGHTGAGE METAL FRAMING SHALL BE AS NOTED BELOW: 3) SINGLE-PASS FILLET WELDS GREATER CONTINUOUS EXTERIOR STUDS: GALVANIZED THAN 5/16" (7.9mm) INTERIOR STUDS: GALVANIZED OR FINISHED W/ MANUFACTURER'S 4) SINGLE-PASS FILLET WELDS LESS THAN OR PERIODIC STANDARD RUST INHIBITIVE PAINT EQUAL TO 5/16" (7.9mm) 2. ALL UGHTGAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH 5) DECK WELDS PERIODIC AWS D1.3 THE LATEST EDITION OF "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" BY AISI. 6 INSPECTION OF STEEL FRAME JOINT DETAILS FOR PERIODIC 3. ALL LIGHTGAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING: COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: GALVANIZED STUDS: ASTM A653, GRADE 50 a. DETAILS SUCH AS BRACING AND STIFFENING 12, 14 OR 16 GAUGE (Fy = 50,000 psi) b MEMBER LOCATIONS. GALVANIZED STUDS: ASTM A653, GRADE 33 18 OR 20 GAUGE (Fy = 33,000 psi) C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. PAINTED STUDS: ASTM A570, 12, 14 OR 16 GAUGE (Fy = 50,000 psi) INSPECTION OF FABRICATORS PERIODIC PAINTED STUDS: ASTM A611, GRADE C 1 APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS) 18 OR 20 GAUGE (Fy = 33,000 psi) a. STRUCTURAL STEEL (AISC CERTIFIED FOR CONVENTIONAL STEEL BUILDING ) GALVANIZED TRACK ASTM A446, GRADE A b. STEEL JOISTS/ JOIST GIRDERS (SJI MEMBER) END CLOSURES, BRIDGING (Fy = 33,000 psi) c. STEEL ROOF DECK (SDI MEMBER) AND ACCESSORIES PROFESSIONAL STAMP: d. PRECAST CONCRETE WALLS PANELS PCI GROUP C MANUFACTURER WITH C3 CERTIFICATION) { PAINTED TRACK ASTM A64, GRADE A END CLOSURES BRIDGING (Fy = 33,000 psi) AND ACCESSORIES ,: 2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL s, ° f `, - . `�. " 4. ALL SHEET METAL SCREWS SHALL BE SELF DRILLING AND MANUFACTURED BY ./ ,\, -. '�`�' ;_ "GRABBER" OR APPROVED EQUAL WITH AN APPROVED ICBO REPORT. '" a) FABRICATION AND IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL. SHALL PROTRUDE 1/4" MINIMUM THROUGH METAL FRAMING � ALL SCREWS _.. -� 1,, �� VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF THE r----"k -, A `�i WORKMANSHIP, AND THE FABRICATORS ABILITY TO CONFORM TO APPROVED 5. ALL METAL STUDS SHALL BE MANUFACTURED BY AN APPROVED MEMBER OF THE a � ,, , CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR STEEL STUD MANUFACTURERS ASSOCIATION IN ACCORDANCE WITH ICBO #4943P ` a,¢;�,e; � •, -.4 SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE , F.,�;�:,.-� ' '. CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. '``� � , ,a� � SHOT PINS ��-� �`� 1. ALL SHOT PINS SHALL BE HILTI SHOT PINS PER ICBO #2388. ft 'j-�'-''3-"i 5`�'ra tio- " 3. WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL �' a) UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A 2. UNLESS OTHERWISE NOTED, THE FOLLOWING FASTENERS SHALL BE UTILIZED ARCHITECT INFO: CERTIFICATE OF THE COMPLIANCE TO THE WAS PERFORMED IN ACCORDANCE WITH THE APPROIVED CONCSTRUCTIONNDGOTHAT�E WORK A.) METAL STUD ATTACHMENT TO CONCRETE X-DNI (0.145") 1 GreenbergFarrow MIN EMBED INTO CONC B.) METAL STUD ATTACHMENT TO STRUCTURAL STEEL S to Wes Peachtree Street, N.W. X-EDNI (0.145") FASTENER POINT MUST PENETRATE THROUGH STEEL MEMBER. Atlanta, GA 30309 t:404 6014000 f:404 601 3980 C.) METAL STUD ATTACHMENT TO CONCRETE MASONRY X-DNI (0.145") 1* MIN EMBED INTO CMU. ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 D.) WOOD PLATE ATTACHMENT TO CONCRETE PIN DNI 72P8S36 (0.145" FOR 2x MEMBERS. SCALE: AS NOTED E.) WOOD PLATE ATTACHMENT TO STRUCTURAL STEEL DRAWN BY: NM X-ZF (0.145 1 FASTENER POINT MUST PENETRATE THROUGH STEEL MEMBER. A&E JOB NO•: 20080475.5 3. USE X-CR PINS WHERE CONNECTIONS ARE EXPOSED TO THE ELEMENTS, BUT ONLY SHEET TITLE: WHERE CONNECTIONS ARE EXPOSED TO THE ELEMENTS. GENERAL NOTES SHEET NUMBER: S 1 .11mm 0 FULL SQUARE GUT ///ff':, ' 1' ,'''1.1'4 , .-7;:,4, :, / / : ..-/Z GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 Ell 0 STORE NO.: 9643 112'-1 STORE NAME:S T�WASHINGTPE 1 ON 110 0 41411_ / I, 20'-4" VERIFY / 14'-8" VERIFY / 9'-1O'3 6" VERIFY f 3Q'– 4s" VERIFY / 30'–O" VERIFY / STORE LOCATION: GAP KIDS/BABY, SUITE W14 I I .. 9677 SW WASHINGTON SQUARE RD. WM,I I TIGARD, OR 97223-4452 I • GAP PROJ. I.D.: 0000044301 --- L J r L J L _ J L J L J L t -0 . I I i,`, I I I PROTOTYPE V9 DATE: I I i CASED OPENING 08/11 /08 I I _ 1 1 OPENING Q1 /Q2 2009 I I r ,. r ' CASED OPENING I II II- CASED OPENING I 1 ,. 1 1 I II 7---7 7�1 ,. I ■ I i I I ..... ■ II I I - I I I :. I '+0: I -. I I d I I I I I I I � I _ I - I I I � _I W 1 1 1 I .L___,..1 1.____1. :1 1 1 iqgr 4.:: i L 1........ 1 , tri-h.74.th.d..... 64 , , imm , — , _ , ...., , _ — , I 1 n , , _ . _ , ._., , , ...... _..4____. ,,,, . + , , _ , _ , , _ , , OMNI MIMI I IMMO , A I 111=1111 ■ •IIIIMP I 1 MIMI i ■ .... 'I 1. ' , OW= ■ ■ MIND =NM 1 1 IIIMIP ■ ,1 M . LA ED 111.1.0 vaikawmas■ 111111 , ....I Willi 11 L J I F- 1 1 CASED OPENING t I = - ►.______�____________1__ - I - . _ _ 1 I r' /////. //; I I w WIAIWANWAVANIIIMIVANNOWINIMPIWAIIA rid 0 ; r 1 W I I I an ,,� • _ le _ .." _ 1 _ , _ ■ , : — , , .: —`��.r..�►�� :i�� ..Jr1 - �� - _ T I I I I, CASED OPENING I I II I _1 S4 I I 1 PROFESSIONAL STAMP: I I I I _ ! LI r r -I r *- - — F;; 'rht.Pe — — G ` F 9. G7 -a II II n I I C2 I- 4 t•-s I I I' _ I - - I y\‘ft OREG N i I I I I I I I I J L ♦ L_ a._ L I ARCHITECT INFO:wirms,.................. I.- IL .� GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta,GA 30309 t: 404 601 4000 f:404 601 3980 I ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: AS—SHOWN DRAWN BY: NM A&E JOB NO.: 20080475.5 SHEET TITLE: KEY PLAN SHEET NUMBER: s 2 . 0 311�6°=��-a� OVERALL FLOOR PLAN - A NEW STORE/ FULL GUT \■„............ r- PRE-FABRICATED PORTAL IS CONSTRUCTED W/AN ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACH I re/77/7 / IP AT TOP OF SUPPORT TO BO1TOM OF CONTINUOUS I ; , m I I HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON • ! V EA SIDE OF SUPPORT W/ (2) #10 SIAS. I /A DISPLAY WALL DISPLAY WALL , W/250S137-54 r W/250S137-54 GAP INC. - - 1i:: o 16" OC ....w. I. 16" OC CORPORATE ARCHITECTURE L._ii 901 CHERRY AVENUE --c3 -, .• SAN BRUNO, CA 94066 1 IN I: E E I. I.I 0 / '&1=1.1■N I di I: I: I. M I. I. I. M • I. I. :i ,Y, 1.; HDR 8 HDR 8 HDR IN.% ....,.. HDR 8 HDR 8 r: 12 r: N■ STORE NO.: 943 UM= 41111, ..■• mow , , ..... , , sm. , ■ mow , ■ ..... , *MN I , il, 4 ■ al.. I . ..... r: ' umf ' D linFl --(#.1. ..i. ) „. MOM L.1: 'ir ' STORE NAME: WASHINGTON SQUARE / •III I rJ A— I = I '--L. STORE LOCATION: HDR 22 I HDR 12 HDR 22 L____T 0 maiiim —. —.., . —....- — .....—. 1 S3-1 ____ _ , 2 \ S3-- J _ _ "163== GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. T 19 7G2A2R3D-, 404 75 2 I I - I I - GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: 526" LL TO LL - 08/11 /08 °( I I 1 OPENING Q1 /Q2 2009 NOTE: SEE HEADER SCHEDULE ON DETAIL 1/S4-1 "Ps. N 3 6 N _5 /3 (3-4) HEADER PLAN AT STORE FRONT 1/411=11-0" 1 7...------PRE-FABRICATED PORTAL IS CONSTRUCTED W/AN ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACH I IP AT TOP OF SUPPORT TO BOTTOM OF CONTINUOUS I PROFESSIONAL STAMP: • I it 1 HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON E I '- 'R r jr-,.-__ EA SIDE OF SUPPORT W/ (2) #10 SMS. I , f ......„ •,;, -1 1.,::=4 • r <'"-.• \ •:: — — I- -1 , ..__.1 ___. 1 ..- I..... i _ _;:,..L.1/21,;___uL _ _[4: T:3=EF:i =, • 17 _ -, 1 N -) N 0 Aft R , _ I , .....h , _ . , ..... .....„ __ . ii............. MEM IalIll":""liS"' "7 6; i lb ' 1 ' 4- -1 , , -- , I 6...<15 co co r,) 0 I r.„) (1, e .... 1 e --_:_±, L. ARCHITET71-1;■;O:::1::-'-'747:3;:9-i ---: I 7: - % _ I _ 1 3; i.."....._....... ___. ....._ - - - --i ....._ _ AI 0 GreenbergFarrow 1430 West Peachtree Street, N.W. VW Suite 200 I I - I Atlanta,GA 30309 52'-31X6" LL TO LL I 1 1 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 'f# I I / SCALE: AS-SHO*1 DRAWN BY: NM A&E JOB NO.: 20080475.5 / N N "N r ., SHEET TITLE: 43 (314j 6;:3 33:9 STOREFRONT PLANS SHEET NUMBER: ELEVATED FLOOR FRAMING PLAN AT STORE FRONT im.".1,0i, 2 S2 - 1 NEW STORE/ FULL GUT vi :5 fr: - I I I I A \ \ \ \ \- \- \ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 9643 A STORE NAME: WASHINGTON SQUARE STORE LOCATION: GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. _H5I-4*A.F.F. ,,1113: "A.F.F. IV 2ND FLOOR IV 2ND FLOOR TIGARD, OR (E) LIGHT FIXTURE L 97223-4452 LIGHT FIXTURE - 1 "--r--i III .. 1 (E) STEEL BEAM STEEL BEAM GAP PROJ. I.D.: 0000044301 (E) STRUCT AI STRUCT COL dil PROTOTYPE V9 DATE: COL BEYOND BEYOND (E) MALL BULKHEAD (E) MALL BULKHEAD 111110111 TO REMAIN 'III TO REMAIN III 1111 OPENING Q1 /02 2009 All. 11'-(Y"A.F.F. I oth 16'-0"A.F.F. mki B.O. BULKHEAD FACIA \ ' IV B.O. BULKHEAD FACIA \ =CI [ I I I x .,.. ......•s...—= Argik 15'-10"A.F.F. IL 15'-10 A.F.F. I h."3'11\\---1 18GA CLIP ANGLE IP •11111■011111• 1111 141 T.O. STOREFRONT lir P IIIMINIVM II: m MI-/ T.O.T0 STOREFRONT 18GA CLIP ANGLE • • . . . . _ WI (2)#10 SMS ;I 'M • l• Q • I WI (2)#10 SMS 0 .0 0 0 0 0 e IN EA LEG IMO IN EA LEG SLOTTED TRACK SLOTTED TRACK IN PER 3/S4-1(SIM) PER 3/S4-1(SIM) I I 1 362S162-43 0 .4\\,,,..._ 3625162-43 0 LEASE LINE . 4'-0" OC W/(2) 362S162-43 0 16N LEASE LINE .,. 1 4'-0" OC W/(2) 3625162-43 0 #10 SMS EA END 0.C., TYP, U.N.O. #10 SMS EA END 16" O.C., TYP 362S162-43 0 16" OC 1 362S162-43 0 16" OC W/362T125-33 EA END. USE W/362T125-33 EA END. USE #10 EA LEG OF TRACK AND #10 EA LEG OF TRACK AND TRACK TO MATCH STUD #10 SMS 0 r OC TO EA HDR TRACK TO MATCH STUD #10 SMS 0 8" OC TO EA HDR WIDTH & GAGE W/in() WIDTH & GAGE W/#10 SMS EA CONTACT & #10 0 'I . HEADER PER PLAN SMS EA CONTACT& #10 0 HEADER PER PLAN PROVIDE FILLER BLK AS REQ'D 8" OC TO HDR —_ _,.., 4_, .11 AT PORTAL, (2) 362S162-43 . -7-• I ,4 STUDS W/ (2) 362T125-33 1 T HEADER PER PLAN ri...toia... t rzii I 1, WI #10 SMS SCREWS EA py rAswi CONTACT ATTACH TO HDR i ABOVE W/ #10 SMS TO PROVIDE FILLER BLK AS REQ'D AT HEADER PER PLAN II HEADER STAGGERED. PROFESSIONAL STAMP: PORTAL, (2) 362S162-43 STUDS 10'-6"A.F.F. 010 R.IgiALL " II II( 10P-5 1/2"A.F.F. $ WI (2) 362T125-33 W/ #10 SMS T.O. PORTAL NOTE: 1 iumitro ......" I """1"" T.O. PORTAL c- , -- - SCREWS EA CONTACT ATTACH TO AIWA Mir .11M SEE 1 FOR a 1 1 HDR ABOVE Wi #10 SMS TO 9"-11 1/2"A.F.F.(HOLD) $ TYPICAL HEADER II ormi _, i .v i 9 -11 1/2"Al:F(HOLD) oii) - , (--, HEADER STAGGERED. B.O. ENTRY CONNECTION TO POSTS B.O. ENTRY — i C \"--PRE-FABRICATED Li - : 4,,-,-.\ - --- 1- \"--.PRE-FABRICATED \ \ V" PORTAL, PER ARCH PORTAL, PER ARCH NOTE: SEE 1/S4-1 FOR TYPICAL HEADER '-",, ''. '- ' ' '' t2,(31/6. , CONNECTION TO POSTS ARCHITECT INFO: % GreenbergFarrow % % 1430 West Peachtree Street, N.W. Suite 200 Atlanta,GA 30309 t:404 601 4000 f:404 601 3980 362S162-43 0 16" O.C. W/ ISSUE TYPE: (3) #10 SMS EACH END LANDLORD/PERMIT/BID 11/1 3/08 allik 1.-lrA.F.F. dik V-11.AY!. .. INV T.O. BASE IV T.O. BASE SCALE: AS NOTED 1''"6"A.F.F. 1-10 DRAWN BY: NM „,,„„,,„„,,„„ no T.O. PLATFORM ill Ili COMPOSITE BASE ______, A&E JOB NO.: 20080475.5 •1. I ill 362T125-43 W WO TAPCON SCREWS lii" EMBED 0 32" O.C. . , . , , CONCEALED CLOSER BEYOND CONCRETE UNDERLAYMENV LEVELING PATCH SHEET TITLE: TYPICAL WALL SECTIONS SLOPE LI 1 1111 362S162-43 I I plik V-0" kF.F. akik 0'-0*AY.F. Wir FINISHED FLOOR ,,,„,„„i,„„,,„„r.612 0 16" O.C., I'M• m1.1 FINISHED FLOOR .iiiiiiiiiiiii,..iiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiiii. i iiiiiiii Ii,ii, i , i , ,iii hi, hiiiiiii,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,i, ,,,,,,,i.,,,,,,,,,,,,,,.....,,,,,,,, .177 i—i,„„, i..' :.....r....*c.,!..-:::' .•;`,7• ..-...-..-/=',:-.P....i :::*t.:-..:1.6'i-z.L.PA'..x0.:-..-....,:. i .'..,.::1:......:4,..-:.::.,....; ;*:...e...K,i. i'...:i".3I'.:':.• i'V:.....*:::-. '...!-....„:::' .:-,..41.....,.:...z.:41..0..-...0.. ....;c 7,1.,''."73 l'.:?...-■:•.1IV:,.::A.:...:4 ...; ;':. f -.F.:"••• 4; t;•::.:•;.. '::::I: !:^01:;:: , ,•.:1*.:-:.*N.:-I.:'I :::;:to:07,.:.ii'tt:71.fl.,:.. ....;..:- 1. it:.:0 *- :I.:.;. -.:..•.::•:*.:-.11!::::.7.7. i'''il._ _:..%.•_.*:*''.:_:‘ _.':'..'lf!''::4?_.*.i,.!_j '':1VN.:*:"7. ___...._ _iy_:.: .1.,.,;.. 41%.:ii .':'1.'.'..41!:.:....;!'•. .i:"..:.;.''' "::::.:':::4!1:'.:" PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION CONC SLAB NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, PliOVI-DE.. .1-10P-P DRAWINGS FOR ALL STOREFRONT CONSTRUCTION CONC SLAB NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, SHEET NUMBER: (EXIST) WOOD TRIM, ETC. SHALL BE ARE-RETARDANT TREATED (EXIST) WOOD TRIM, ETC. SHALL BE ARE-RETARDANT TREATED SECTION AT PORTAL 1-T 2 SECTION AT ENTRY SECTIONS SECTIONS , _ - _ HEADER SCHEDU LEe--------- NEW STORE/ FULL GUT DOUBLE MARK MAX SPAN STUD SIZE HDR-8 362 S13754 8'—O" 8 -0 HDR-12 600S137-54 12'-0" HDR-18 8005137-54 18'-0" or s s (E) STL BM„......\ HDR-22 10005162-54 22'-0" (E) STL BM....,\ MIN 3625162-43 CRIPPLE STUD \,, \-.. I I W/(2)#10 SMS INTO DBL Po' STUD AND (1)#10 SMS EA PI< 4 HDR-26 12005162-68 2C-0" Ft r, + I SIDE TO TRACK 4-- i I \- .362T125-43(UNO) 4005137-43 PER SCHEDULE W/(2)#10 + 1 i 16GA ANGLE OR STUD W/ (2)#10 SMS OR SHOT PINS (4)#10 SMS 0 8" OC EA SIDE 0 250T125-43 , a 4 , 18GA x Y40 MIN Z—SECTION W/(2)#10 SMS TO SMS TO EA KICKER ‘ ., GAP INC. 0 32" OC W/(2)#10 SMS EA Z—SECTION #•••* >, il CORPORATE ARCHITECTURE OR (2)SHOT PINS 0 EA CRIPPLE STUD------„\ 0 901 CHERRY AVENUE ENDS ' `,....„. 3625162-43(UNO) . 0 ,,.. SAN BRUNO, CA 94066 H_ 0 16" OC, W/(2) (3)#10 SMS , TURN TRACK DOWN <:%-k ,''‘ '''' ° STORE NO i .: #10 SMS 0 TOP . A WHERE WALL ABOVE - ', ,,. 9643 0 DOES NOT EXIST CONN PERP TO BM r / 1 , ., STORE NAME: WASHINGTON SQUARE , , r 1 r / i / . 0 CONN PERP TO BM , / / / 1 / , 0 STORE LOCATION: , --1.-4- i / ' \ \. ............ ° GAP KIDS/BABY, SUITE W14 1--- i ,„ (2)2505125-54 0 1/11 , 9677 SW WASHINGTON SQUARE RD. 0 wfilio sms 0 8" 0 0 / / OC, STAGGERED / / r TIGARD, OR 0 362T150-54 16GA ANGLE c 97223-4452 DBL STUD (TOP & BOT) W/(2)#12 SMS r' 0 ''-f-,, / " (0 STL BM PER SCHED EA LEG -/<41b. --,,, 1---,, ...---.,.. GAP PROJ. I.D.: 0000044301 - .-- (E) STI. BM 0 PROTOTYPE V9 DATE: . . I ,' 16GA ANGLE W/ 08/1 1 /08 ALT CONDITION (2)#12 SMS IN EA OPENING Ql /Q2 2009 1, II , 362T125-43(UNO) W/(2)#10 SMS OR SHOT PINS 0 6" OC, STAGGERED 362S162-43(UNO) 0 16" OC, WM) 400S137-43 PER SCHEDULE W/(2)#10 SMS TO EA KICKER IP"---,A i , , 16GA ANGLE OR STUD W/ ., (2)#10 SMS OR SHOT PINS 362S162-43 CRIPPLE STUD W/(2)#10 SMS INTO DBL STUD AND <1)#10 SMS EA SIDE TO TRACK A 11 , MTL STUD HDR CONN — CONDITION 0 CROSS WALL KICKER PER 2/— LEG (TAB) #10 SMS 0 TOP (3)#10 SMS II CONN PARALLEL TO BM CONN PARALLEL TO BM 0 OW 0 SUS 0 8" OC 0 EA SIDE ....'"■...--- 0 362T125-54 KICKER SCHEDULE CRIPPLE STUD ---....••••1007 IL N____ TURN TRACK DOWN MAX KICKER MIN STRONG KICKER SIZE* LENGTH BACK SPACING 362T125-54 W/ WHERE WALL ABOVE . ' 0 DOES NOT EXIST ' 0 362S162-43 6P-0" NONE REVD 0 #10 SMS 0 8" OC , 0 . ' 0 1 EA SIDE — USE 0 362S162-43 12'-0" ONE AT MID—LENGTII . / / 250T125-54 0 , 362S162-43 18'-0" 'TWO AT 1/3 POINTS . 0 / / / DISP WINDOW 0 : 6 111 OF KICKER SPAN / / / 0 0 / / / // / / . m362s162-43 15'-0" NONE REQ'D / BACK—TO—BACK /14 / ---1 -` \---(2)362S162-43 41kilo. 0 I „ W/#10 SMS 0 6" OC 40''',,- (' ..' ill. --"----_, tr." / W/#10 SMS 08" OC 0 --„----;/ V STAGGERED. USE *ALL KICKERS TO BE UN—PUNCHED (2)2505137-54 0 16GA ANGLE W/. PROFESSIONAL STAMP: DISPLAY WINDOW. (2)#12 SMS IN EA 362T150-54 LEG (T&B) ,„ 16GA ANGLE `<54*47,'-':':' _ SUSPENDED SOFFIT ATTACHMENT ram 4 KICKER CONN TO STL BM 114.4. . 2 (TOP & BOT) W/(2)#12 SMS EA LEG ALT CONDITION c..) .' - MTL STUD HDR CONN — CONDITION 0 IN—PLANE WALL NI t \ v---e \7: .. a1 ./ / \ \- ( L ?) ,i, (E) STL BM ARCHITECT INFO: --. E. :;71 (0 .s.STL BM ...„...\ GreenbergFarrow :IN z.1 ---II c,,$) 1430 West Peachtree Street, N.W. Suite 200 il.j 1iikr Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: SLOTTED TRACK SLOTTED TRACK LANDLORD/PERMIT/BID 11/13/08 W/(2) #10 SMS W/(2) #10 SMS TO TO EA STUD EA STUD SCALE: SHT—SCALE . DRAWN BY: NM i \'------- STUDS PER A&E JOB NO.: 20080475.5 ST1JDS PER I ARCH OR SECTIONS ARCH OR SECTIONS SHEET 'TITLE: TYPICAL CONN PERP TO BM CONN PARALLEL TO BM DETAILS SHEET NUMBER: NON-BEARING STUD WALL ATTACHMENT nolui 3 TYPICAL HEADER AND CASED OPENING AT 3 5/8" WIDTH te 1 S 4 — 1 _ NEW STORE/ FULL GUT _ ( „A. ..., , 0 GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 9643 STORE NAME: WASHINGTON SQUARE STORE LOCATION: GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: NOT USED ,"=,._." 1 08/11 /08 - OPENING Q1 /Q2 2009 PROFESSIONAL STAMP: NOT USED 1 1/7=V-0" 7 NOT USED 1 1/7=11-0" 5 NOT USED 1 .1„0" 2 .,. NOTE: MAX TRANSOM , c----1, li 4, f,(:,,c, r--; LENGTH = 1r-0a \ \ 4 '``-- - / l\r"----- BRACE PER 2/S4-1 -467W-00/ EXE PiRATION.T.-7E: .'1 ) i!li 16GA GLE W 362S162—43 0 16"0.C. „/"..---- p2 SMS IN AN /EA LEG 111\,04Ztti 362T125-54 W/ #10 SMS 0 8n OC ARCHITECT INFO: OreenbergFarrow 0 1430 West Peachtree Street, N.W. E • • Suite 200 La (4) #10 SMS EA BLOCK 16ga ANGLE W/ Atlanta, GA 30309 in #10 SMS (2)#12 SMS IN t:404 601 4000 f:404 601 3980 ix n — 6" MDF 0/ 6* PLYWOOD 0 12 0C EA SIDE (2)362T125-54 W/ EA LEG (T&B) \ 16GA WALL STUDS 0 111 #10 SMS 0 8* OC EA SIDE ISSUE 'TYPE: LANDLORD/PERMIT/BID 11/13/08 STANDARD PER SECTION II •lin 4k4i ° 111111111111111111111111•111111 , ,--•=i t*.,. rallr:!...46...,............... JOIST PER PLAN 5*0 ROD STANDARD SCALE: _-,.,, _ ___,____ WALL STUDS SHT—SCALE ,. -7--L7------ 1:243C0 W/ PER ARCH )6* 111 PER ARCH W/WASHER PER ARCH o o 0 DRAWN BY: NM 362S125-33 Wi (2) #10 EA VERT STUD MIN 20GA MIN I 250T125-54 A&E JOB NO.: 20080475.5 #10 SMS EA. SIDE OF EA. 362S162-43 CUT FLANGES W/ #10 0 18*OC 0 SHEET TITLE: STUD AND BEND WEBS USE (2) ll EA FLANGE " .._, o #10 SMS EA END ALIGN TYPICAL •• —, ..• —.. ... —. .• .•.,• • ,. • „. . ,. •. .... . ,. , .4."..:4? ''.:4! 0.,:.1'4''..:4! 4"-.:. 4.4..:4! 4'..:4! 4'..:4! '..:'" .4".. BLKG Wi EA VERT STUD # ' o . '%... ,.,_. DETAILS '..'.4••••••••••••.G..,.•.41•..•',4•• . 4.• .. .3•• .. 4. • .• 6. . .. a AP o Ao -,„___ 0.145"0 HILTI X—DNI 0 16* 0.C. 1 Ai (2)362S162-43 W/ ' (2)600S137-54 ...... ' #10 SMS 0 6 OC ..,/'' STAGGERED SHEET NUMBER: PLATFORM FRAMING PARALEL TO WALL - NTS 8 PLAN @ STANDARD SCALE 6 TRANSOM HEADER AT BABY GAP NTS - 4 NOT USED 11-0" 3 S 4 - 2 AS ALT TO BENDING TRACK NEW STORE/ FULL GUT USE 20ga ANGLE W/(2} COLD-ROLLED CHANNEL THROUGH #10 SMS IN EA LEG r,,,,,,77 ALIGNED PUNCHOUTS, SPACED AT 4'-0"OC MIN. CHANNEL 20ga TRACK BLOCK PIECE ,L- '� � NOT REQ'D WHERE GYP OR TO MATCH WALL STUD ''" ' � OTHER SHEATHING IS USED CUP FLANGE AND BEND. !FAI ON BOTH SIDES OF WALL INSTALLS 0 OC MAX �j ,�� AND 24" FROM WALL ENDS l FRAMED WALL -.`` ,.`�' Q j','�,,, �.,..- PER PLAN �� frrl �$ ° � �r I GYP OR OTHER> SHEATHING- o ''. i, : ~—— _ GAP INC. 11I.-' 0 (4}#1 a SMS CORPORATE ARCHITECTURE 0. • TO BLKG 901 CHERRY AVENUE <1:Lskie%.,, , ._, 0 SAN BRUNO, CA 94066 I, I� 0/ (1)#10 SMS STORE NO.: I EA SIDE 9643 STORE NAME: WASHINGTON SQUARE , ••••••0°7° STORE LOCATION: o ,,,_.._#10 SMS 0 GAP KIDS/BABY, SUITE W14 1 Bga CUP ANGLE EA STUD TAUT 114"x2Oga FLAT STRAP 9677 SW WASHINGTON SQUARE RD. (LENGTH = 80% OF 0 (-On OC MAX (VERT) ON TI GARD, OR STUD DEPTH} W/ SIDE OF WALL THAT DOES NOT (2)#10 SMS INTO HAVE SHEATHING. IF SHEATHING 97223-4452 EA LEG IS APPLIED TO BOTH SIDES OF A WALL, THEN STRAP IS NOT REQ'D GAP PROJ. I.D.: 0000044301 1° i�-o�� NTS NTS PROTOTYPE V9 DATE: = NOT USED 6 BRIDGING DETAIL - OPT 3 BRIDGING DETAIL - OPT 1 - 1 08/11 /08 HEADER SCHEDULE OPENING Q1 /Q2 2009 SPAN DOUBLE STUD HEADER PER PLAN SIZE j' 8'-12' 6005137-54 12'-18' 8005137-54 .r 18'-22' 10005162-54 .....•. ........itt _:. ..4.,. -, � 10.-6m A.F.F. AN 22'-28' 12005162-68 KICKER / Ul -, B.O. CEILING PER 2/S4-1 5/8" GYP. BD. O/ O D ~--______ (2)#i 0 SMS 0 EA VERT STUD 3 5/8" M E T A L STUDS O D E] `` 0 13 THREADED ROD STRUCTURAL SUPPORT IN PRE-FABRICATED __�= PORTAL STRUCTURE ° ❑❑❑r ❑ 362T125-54 TURN TRACK DOWN ° f WHERE WALL ABOVE - DOES NOT EXIST o ° ...j— 0 0 r r rrr r r r rrr , r r r rr r -' ° 0 -C 41 o f40. '1 16ga ANGLE W/ PROFESSIONAL STAMP: (2)#12 SMS IN EA .. LEG ('T&B} ALT CONDITION 600s137-33 CRIPPLE STUD ,r 4 6 3x WOOD BLOCK W/(2)#10 SMS W COUNTERSUNK INTO DBL STUD AND / (1}#10 SMS EA SIDE 1/2"0 BOLTS INTO TOP a - . TO TRACK TRACK 32"OC . .._ 1n//if i 7 t ❑❑❑ ARCHITECT INFO: 250T125-54 W/ ii-=I= . 2505162-54 0 16"OC GreenbergFarrow #10 SMS EA SIDE III != {4}#10 SMS 8" OC 1430 West Peachtree Street, ° Suite 200 EA SIDE-L Atlanta, GA 30309 woe _ t:404 601 4000 f:404 601 3980 R1_ ..."Nosis> Ri- CRIPPLE =T; ISSUE TYPE. * = STUD ° �� •g= LANDLORD/PERMIT/BID 11/13/08 1308 (4410 SMS TO _.„ ° EA BLOCK- � , F ■._ _ 600T125-54 W 3625162-43 ° ° #10 SMS 0 8" OC SCALE: SHT-SCALE IMIIII_ 4 EA SIDE - USE DRAWN BY NM CUT FLANGES , .= CONT. SELF ADHESIVE ° a AND BEND \ ..; '_ WATERPROOFING r r 250T125-54 ;�:;-;_.,_:;;_.,_:.;;�_ ''.��; _� ;_ A&E JOB NO.: 20080475.5 WEBS. USE _ �:= ° ////// DISP WINDOW (2}#10 SMS - _-'�' .._ ° f;OSMS0EAVERT r�•- ! r , SHEET TITLE: ' / r , r , rr ALIGN BLKG rrr I A W EA 2 " J ° r Y r ° (2}60051237-33 NMI / lEg._ w 250T125-54 • ''�. ~` -// r,r W/#1 D SMS 0 8"OC DETAILS VERT STUDS r / STAGGERED. USE - ;_ .=--�� vi/#10 SMS EA SIDE ° �`` 3625162-43 CONT > OF EA STUD (2)2505137-54 0 :i. SHOT PINS 0 16"0C ~--- _ _ ;I 16go ANGLE DISPLAY WINDOW. � 600150-54 r (TOP & BOT} W/(2)#12 SMS :.•..:• ••.: :. ..:•:.•..:•..•..: ..•..: .. •..'..: ..•..:•..•..: EA LEG SHEET NUMBER: !•a s•!'i► s••'i► s' !''e: s'.'i s•.'e; �• .'a a.'!'� s•.'�; a• 'a t : . • ': . ': . • '; . ': ':a '.. •:. ':. . L. I t L 1 t a i e 1 1 — 001 el " _k—l. :1 ► � . h TYPICAL SECTION ATC RIPPLE_� _ 4 CASED OPENING _ NTS 2 s 4 ....... 3 NEW STORE/ FULL GUT 0 ID 0 6) 0 0 0 0 II p 20'-0" 1 4'-8" EXIST FLOOR 9•-1 1" 3C-0" 30'-On 30'-O" 30'-O" / „?, :,,,', 1 FRAMING I I I I I II ' ,';', /..",. W14x22 1 4x22 W1 4x22 , 0 _ _ _. _ _. _ _. ...1.,..... _ _ - 11•111■11 •■•■■ MOOIA• \ =BEF''' ' 1 ' /MEL' ...= .1.i. mi.. t.... MIN. ■ I./. I I ! .,. . IIIMS ....11 I =NM ..... 1 0 4 W 1 4x22 W14x22 / see, / L/0 L5x5x 54 6-----------"1 I I I I I I I HANGERS / 4 PLCS W1 4x22 W1 4x22 ti A GAP INC. * -t - I I I CORPORATE ARCHITECTURE en co 901 CHERRY AVENUE , Ii w 1 4x22 i 1.1 w 1 4x22 x i e'l I Zt1 I I I I I I SAN BRUNO, CA 94.066 "0 MAX WGT 3 3 I4) = 1 1 74# I W14x22 W14x22 I EXIST FLOOR FRAMING (ABOVE) I STORE NO.: 9643 • W21 x44 STORE NAME: WASHINGTON SQUARE • ...... • , MIER A A ....1. • ' i'''' ' ' 7 — ' , .._ , , 411=110 ■ , .... , MOM I • ' HIMIIIIIIIIIIIIIIMIV ..„ _ ...IININI. 1 nil. .... ..... 1111111111■111 WNW i MIMI 1 MUM Mil. ■ MIMI MIMI ,....11111M■•••• _ 0/1 W 1 4x22 W1 4x22 1 I I W21 x44 11:0! TORE LOCATION: - - - I L__ii ] 9G6A7P7 K SI KIDS/BABY,IWBAASBHYI N, GSTUOI TN E SQUARE ARE RD. w 1 8x45 r I, I \ ______, ____ /,,,_ I — — „. „,„ . 7, ... /....„/ . ....., • . ii...0 ‘ , aiiiii. UMW ,..... I W 113x45 1 ..t. co 1 (0 1 : — . 0 ....L. 111.... I I i fis .4- 'TIGARD, OR 97223-4452 I I I I :ic: I C•41 ct I 21 I I I I I i 1 ubN 5 5 5 0 1 r,) x 'I L.4x4x 1/4 GAP PR 0J. I.D.: 0000044301 cv tIC:"Ila L5x5x 5/ 6 CONV. ii — NEW W8 1 0 (IF 5 I I BRACE I PROTOTYPE V9 DATE: 1 HAN GER REQUIRE SEE "o) III k c.i 4 8S4-4 — — EXIST. FLOOR WF GIRDERS & JOISTS NEW WF BM'S TO SUPPORT AHU & I I I I PLCS / 1 1 i 08/11 /08 1 I , OPENING Q1 /Q2 2009 PLATFORMS BETWEEN EXIST. FLOOR , I fl I I IL C6 8.2 7 ,.....7—.... GIRDERS/JOISTS ciz co co cp; CNI ... ---- '1;1 ccg x x • L5x5x 5/1 6 HANGERS ATTACHED TO ADDED c...) (...) I ---„,. CO CO INE EMI WF BM'S I x94 1111111=1 1 IIIIIMMIIElh NOTES: — •••••• MUNN OMNI ... .. 4 __ , , _ — _ _ 1. SIZES & LOCATIONS OF EXISTING FLOOR WF GIRDERS de JOISTS SHALL BE VERIFED BY 'II 'A OP CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO ATTENTION OF STRUCTURAL ENGINEER v L4x4x 1/4 L4x4x 1/4 NEW W8x 1 0 BRACE 2. EXISTING STRUCTURAL STEEL FOR WF GIRDERS & JOIST OF THE EXISTING ORIGINAL STRUCTURE PLATFORM & AHU BRACE (IF REQUIRED iiii WAS ASSUMED TO BE A 572 (Fy = 36KSI) (TO BE VERIFIED) BELOW (SEE MECH L5x5x6" HANGERS 3. EXISTING STRUCTURAL STEEL FOR WF GIRDERS & JOIST OF THE EXISTING ADDITION WAS DWGS FOR LOCATION & SEE 8/S4-4) ii .TYP 4 PLCS ASSUMED TO BE A 572 (Fy = 50KSO (TO BE VERIFIED) ELEV) TYP. MAX WGT 4. CONNECTIONS BEIXEN EXISTING GIRDERS WITH JOISTS, ASSUMED HAVING AT LEAST 3-3/41) = 1823# A325 BOLTS (TO BE VERIFED) = 1 " 1-0" PARTIAL ROOF FRAMING PLAN VT 1-0 1/8"1 1 AHU 1 PLATFORM FRAMIN PLAN 2 . _ I FLOOR DECK 1/ROOF EL = SEE ARCH 1---', / \ 1-----', 1-----A 1 a € 0 0 EXIST BM i .4 S CI I I 20'-0" 148* EXIST FLOOR i 9'-1 1" 4 i 1 I FRAMING (ABOVE) 1 , I 4 1, c. BM 1 ..._. ....1 " ___ _ \ ......_.... 8 — _ AIIIIIIL .••••■ • L4x4x 1/4 L - NAL PROFESSIONAL STAMP: BRACE L4x4x 1/4 3/16, 4 , , BRACE . - - - .--' - - . N. co-9 •x; i' I I f I Z ,i- , - . cc3 - 1 If cz.ziii E , - -, \ / 1 I /STL EL=SEE MECH '„, _ — _ — — ISOLATORS — • 7-1, or.',,.-..). ; 7IN Cl Y L4x40,4 (SEE MECH) \ BRACE . .11i\ .;: I C6 SEE !". \ 4) — — I I I 1/54-4 / b 6)01 2 L4x4x 1/4 L,....., 1 , Po MEI/ r-,,--7:—.7:------ 7 ic BRACE ; L, -- 1' , '-,-A.,..- . .._ _ C6x; 2 NOT USED 11/T=11-0" 4 NOT USED 3/e=1'4i 1 5 SECTION 3fir=1'-0" 6 - - _ _ I ..... , .... ...... I 4.1". ..... . I OMNI ARCHITECT INFO: L4x4 _ _ .... ..— ... - x 1/4 IIIII..- BRACE 45.2(5.hie" t I 1 GreenbergFarrow t HANGERS EXIST FLOOR DECK TYP 4 PLCS ...Kr' /4...7... 1/FLOOR EL = EXIST BM NEW W8x1 0 1430 West Peachtree Street, N.W. I- L--e" "4:=14: .... I SEE ARCH 1/FLOOR EL Suite 200 i ,,/, ,,,,,,„„,,--...,I \ IIMIIMrr =SEE ARCH Atlanta, GA 30309 \ ---. — — 111.111111i I 41•M . . ..... I-- -I ----4. .. t:404 601 4000 f:404 601 3980 I I I FLOOR DECK-----"*--.---'-11.- ,; \,,--- v---EXIST BM j---Li)(- - - milimmmos., 11 J 3 -Al ,---- • 2, .L0 MIIIIE \t EXIST BM OZHEL = jr ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 T , , L3x304, TYP 10.- SEARCH& FS 4 \ SCALE: `, \ Y4" R. 0 ' I II N YikEig. © T. BM ,(1._ DRAWN BY: RIM , , I I I c. BM 0.... , , ' - • L---,,---I A 1 / I n I AHU '\ \ 72 DJ_ 3 /it-, 10" 1.5x5A6—77 ISOLATORS T/STL. EL=SEE MECH FLOOR DECK— ' " EXIST. BM—1/ In \, , A&E JOB NO.: 20080475.5 SHEET 'TITLE: ROOF FRAMING PLAN & I I I HANGER (SEE MECH) AHU PLATFORMS _ ... , . — , 1 — I I . — r'SLEE MECH . A" x 10" -, -,.. / I . I I ISOLATORS (SEE MECH) . , L4x404. BRACE •.: 3/15\ , C6 SEE \ -11.'. NOTE: PLAN ON 1/S4-4 PLAN 1. REPLACE L3x3xY4 BY BENT R. OF SIMILAR L5x5X118" SHEET NUMBER: 2 'le DIMENSIONS AT SKEWED CONNECTION LOCATIONS. HANGER s4 ....... 4 AHU 2 PLATFORM FRAMING PLAN 1 1/2"=1'-0" _ 3 SECTION 3/4"=1'41 7 SECTION 3/4" 1'-0" .. 8 DETAIL 3/4"= 11-0" 9 MECHANICAL NEWSIORE! FULL GUT DRAWING SCHEDULE RESPONSIBILITY MATRIX LEGEND SYMBOLS \ \I NUMBER TITLE 4 MO-0 MECHANICAL NOTES AND LEGEND —��OFF 3—POSITION SWITCH ® MAGNETIC MOTOR STARTER COIL MO-1 COMCHECK MECHANICAL FORMS AUTO° ,, STOREFRONT EXTRUSION 0 GC FACTORY FINISHED ---- >E M1-0D MECHANICAL DEMOLITION PLAN ^ A — MOTORIZED DAMPER M1-0 MECHANICAL PLAN 2—WAY CONTROL VALVE .k.\ . \ . M2-0 MECHANICAL SCHEDULES L= LANDLORD I FURNISHED BYJ --I COMMENTS OPENS ON PRESSURE RISE M2-Oa MECHANICAL SCHEDULES i ITEM I__ 0=OWNER(GAP INC.) 3—WAY CONTROL VALVE �.,� GC=GENERAL CONTRACTOR a 0- M2-1 MECHANICAL DETAILS ( INSTALLED BY I ACCESS PANEL. SEE ARCHITECTURAL OPENS ON TEMPERATURE RISE ,, M2-3a MECHANICAL PLAN AHU IV M2-3b ENLARGED MECHANICAL PLAN DRAWINGS P & T RELIEF VALVE ` M2-3c ENLARGED MECHANICAL SECTION III BUTTERFLY VALVE - PILOT LIGHT :\ . M2-4a MECHANICAL DETAILS M2-4b MECHANICAL DETAILS RESPONSIBILITY MATRIX ICI CHECK VALVE --OD P.O.C.: POINT OF CONNECTION M2-5a AHU CONTROL SCHEDULES GAP INC. M2-5b AHU CONTROL DIAGRAM 131 CEILING EXHAUST FAN 0 PRESSURE GAGE CORPORATE ARCHITECTURE 901 CHERRY AVENUE M2-5c AHU CONTROL WIRING DIAGRAM ITEM FURNISHED BY INSTALLED BY COMMENTS —0. 0— CLOSES ON PRESSURE RISE Q RELAY SAN BRUNO, CA 94066 M2 5d AHU CONTROL DETAILS M2-5e AHU CONTROL DETAILS CHILLED WATER AIR HANDLING UNIT AS SPECIFIED 0 GC REFER TO THE RTU SCHEDULE ON M2-0 FOR — FACTORY AND FIELD INSTALLED ACCESSORIES �°' �. CLOSES ON TEMPERATURE RISE RETURN DUCT ELBOW UP OR DOWN STORE NO.: 9643 M2-5f AHU CONTROL DETAILS ' M2-5g AHU CONTROL PROGRAMMING SEQUENCES OM 44;) COMBINATION FIRE/SMOKE DAMPER RETURN GRILLE STORE NAME: WASHINGTON SQUARE M3-0 PLUMBING PLAN AND SCHEDULES 7 M3-1 PLUMBING DETAILS AND RISERS REMARKS: ��TT�� ROUND DUCT — DOWN M4-0 FIRE SPRINKLER PLAN 1. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH VENDOR. STANDARD V�V COMBINATION BALANCE/SHUT—OFF CE STORE LOCATION: M5-0 MECHANICAL SPECIFICATIONS SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE Q—A) ROUND DUCT — UP GAP KIDS/BABY, SUITE W14 M5-1 MECHANICAL SPECIFICATIONS GENERAL CONTRACTOR. IL C1 I" CONCENTRIC DUCT TRANSITION 9677 SW WASHINGTON SQUARE RD. M5-2 MECHANICAL SPECIFICATIONS CONTROL DAMPER O TGARD, OR NOTE: SECTION SYMBOL CO Q CONTROL RELAY SOLENIOD 97223-4452 HVAC GENERAL NOTES 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY OWNER AND/OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR ED DETAIL SYMBOL E SIDEWALL MOUNTED SUPPLY REGISTER GAP PROD. I.D.: 0000044301 LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE VARIATION BY SCOPE OF WORK RESPONSIBILITY. SUPPLY DIFFUSER — 4—WAY THROW PROTOTYPE V9 DATE: MECHANICAL AND ELECTRICAL DRAWINGS SHALL REFER DRAIN VALVE TO THE GENERAL CONTRACTOR. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. S DUCT MTh. SMOKE DETECTOR 08/11 /08 2. THE CONTRACTOR FOR THE DIVISION OF WORK IS SUPPLY DIFFUSER — 2—WAY THROW REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DUCT MOUNTED OPENING Q1 /Q2 2009 DRAWINGS FOR ALL DIVISIONS OF WORK AND IS SUPPLY REGISTER SUPPLY DUCT ELBOW UP OR DOWN RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL IL D IL DUCTWORK TRANSITION — DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RECTANGULAR TO ROUND TEMP/LTG CONTROL PANEL (TLCP) RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. ECCENTRIC DUCT TRANSITION 0S' TEMP. SENSOR — MOUNT 48" AFF 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED � � ELECTRIC BASEBOARD HEATER (EBBH) Q THERMOMETER TO INSTALL THE HVAC SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR. THERMOSTAT — MOUNT 48" AFF COORDINATE ROOF PENETRATION REQUIREMENTS WITH EQUIPMENT SYMBOL AIR CURTAIN FAN SPEED CONTROLLER LANDLORD AND G.C. VERIFY SCOPE OF WORK WITH G.C. MOUNT 48" AFF PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. i.f IL FLEXIBLE DUCT CONNECTION -�- TRANSFORMER 4. THE CONTRACTOR SHALL COORDINATE WITH G.C. ON ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT -MA- FLEXIBLE DUCT I MECHANICAL EQUIPMENT PER DETAILS SHOWN ON FIRE DAMPER STRUCTURAL PLANS. THE CONTRACTOR SHALL '©' COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. CONTROLS CONTRACTOR REQUIREMENTS TURNING VANES AND LANDLORD. VERIFY SCOPE OF WORK WITH G.C. F -- FUSE PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS III UNION DIRECTED BY G.C. 1. HVAC CONTROLS CONTRACTOR PROFESSIONAL QUALIFICATIONS DTQ GATE VALVE 5. THE CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, 1.1. HVAC CONTROLS CONTRACTOR MUST BE A CERTIFIED HVAC CONTROLS ,A�rr��,, 0--' UNIT HEATER (UH) PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO V*V GLOBE VALVE CONTRACTOR AND BE INDEPENDENT OF THE MECHANICAL CONTRACTOR. THE REMAIN, IS FULLY REMOVED AND NOT ABANDONED. HVAC CONTROLS CONTRACTOR SHALL BE CERTIFIED AS AN AUTOMATED INLINE PUMP Vp VOLUME DAMPER COORDINATE REQUIREMENTS WITH G.C. AND LANDLORD. BUILDING CONTROL SPECIALIST. -ErEli REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH G.C. PRIOR TO BID AND 2. HVAC CONTROLS CONTRACTOR QUALIFICATION SUBMITTALS 11' Jr INTERNALLY LINED DUCT Y—STRAINER INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. 2.1. PROVIDE PROFESSIONAL QUALIFICATIONS TO GAP ENGINEERING FOR 6. PROVIDE ALL LOW VOLTAGE CONTROL WIRING FOR THE APPROVAL PRIOR TO THE START OF ANY WORK AND PROCUREMENT OF TEMPERATURE CONTROL SYSTEM. COORDINATE WITH THE EQUIPMENT. SUBMITTALS TO INCLUDE BUT NOT LIMITED TO, THE ELECTRICAL CONTRACTOR FOR CONTROL SYSTEM CONDUIT INFORMATION LISTED BELOW. AND POWER REQUIREMENTS. COORDINATE EXACT 2.1.1 COMPANY NAME AND A BRIEF HISTORY OF HVAC CONTROLS WORK. •. LOCATION WITH THE G.C. FOR ALL TEMPERATURE 2.1.2 PROOF OF PROFESSIONAL CERTIFICATION. MECHANICAL ABBREVIATIONS PROFESSIO. ,�, o CONTROL COMPONENTS. 2.1.3 SAMPLE OF PREVIOUS HVAC CONTROLS PROJECT. rtit �w 02.'o 7. PROVIDE IDENTIFICATION ON ALL HVAC EQUIPMENT. 3. HVAC CONTROLS CONTRACTOR DESIGN SUBMITTALS . PROVIDE STENCIL WITH A MINIMUM OF 4" HIGH BLACK Al ANALOG INPUT NG�N SPRAY PAINTED LETTERS, INDICATING TENANTS NAME, 3.1. THE HVAC CONTROLS CONTRACTOR SHALL PROVIDE DESIGN SUBMITTALS AO ANALOG OUTPUTQ" HVAC UNIT NUMBER AND SPACE NUMBER, VERIFY TO GAP ENGINEERING FOR APPROVAL PRIOR TO THE START OF ANY AUX AUXILLIARY ST ADDITIONAL REQUIREMENTS WITH LANDLORD. WORK AND PROCUREMENT OF EQUIPMENT. GAP ENGINEERING SHALL BE AWG AMERICAN WIRE GAUGE -- �; IN RECEIPT OF THE DESIGN SUBMITTALS NO LATER THAN TEN BUSINESS CD CONTROL DAMPER 8. CONTRACTOR TO VERIFY THAT ALL ITEMS ON DAYS AFTER BID AWARD AND THE ACCEPTANCE OF THE HVAC CONTROLS COM COMMON A TEMPORARY PERMIT TO PRACTICE CONTRACTOR CHECKLIST ARE COMPLETED PRIOR TO MEP CONTRACTOR QUALIFICATIONS BY GAP ENGINEERING. GAP ENGINEERING CV CONTROL VALVE IN OREGON HAS BEEN GRANTED TO T COMMISSIONING. CONTRACTOR WILL RECEIVE HALL PROVIDE DESIGN SUBMITTAL REVIEW COMMENTS TO THE CPM CV VALVE COEFFICIENT I N N JUSTIN RONALD HARDY VALID ONLY CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID (CONSTRUCTION PROJECT MANAGER) NO LATER THE TEN BUSINESS DAYS DC DIRECT CURRENT DOCUMENTS. AFTER RECEIPT OF THE DESIGN SUBMITTALS. DI DIGITAL INPUT UNTIL OFFICIAL ACTION IS TAKEN ON 3.2. SUBMITTALS TO INCLUDE BUT NOT LIMITED TO, THE INFORMATION LISTED DO DIGITAL OUTPUT 11/12/2008 FOR OREGON REGISTRATION. BELOW. SUBMITTAL INFORMATION SHALL BE PRESENTED FOR EACH EA EXHAUST AIR ARCHITECT INFO: AIR—HANDLING UNIT. EOL END OF LINE 3.2.1. NUMBER OF COPIES — SUBMIT TWO COPIES OF EACH SUBMITTAL. FACP FIRE ALARM CONTROL PANEL 3.2.2. SUBMITTAL SHALL BE PRESENTED WITH THE FOLLOWING: COVER PAGE, FDM FLOW DISPLAY MODULE GreenbergFarrow SPRINKLER SUBMITTAL REQUIREMENTS INDEX, AND INDEX TABS. FM FLOW METER 3.2.3. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL GND GROUND 1430 West Peachtree Street, N.W. BECAUSE STANDARD PRINTED DATA IS NOT SUITABLE FOR USE, H HOT Suite 200 SUBMIT AS SHOP DRAWINGS, NOT AS PRODUCT DATA. HR HEATING RELAY HOA HAND OFF AUTO Atlanta, GA 30309 THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS 3.2.4. SEQUENCE OF OPERATION t: 404 601 4000 f: 404 601 3980 AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL 3.2.5. AIRFLOW DIAGRAM L LINE VOLTAGE APPROVAL OF HEAD LOCATIONS AND TYPES. 3.2.6. BILL OF MATERIALS LS LIQUID SENSOR 3.2.7. MANUFACTURER'S CATALOG INFORMATION MD MINIMUM OR MODULATING CONTROL DAMPER ISSUE TYPE: THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING 3.2.8. POINT—TO—POINT WIRING DIAGRAM FOR HVAC CONTROLS MIN MINIMUM LANDLORD/PERMIT/BID 11/13/08 COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO 3.2.9. POINT—TO—POINT WIRING DIAGRAM FOR COMBINATION HOA SWITCH MOD MODULATING ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN AND MOTOR STARTER N NEUTRAL SCALE: UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3.2.10. PROGRAMMING INSTRUCTIONS NC NORMALLY CLOSED AS NOTED 3.2.11. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE: NO NORMALLY OPEN DRAWN BY: HHT 3.2.11.1. NOTATION OF COORDINATION REQUIREMENTS. OA OUTDOOR AIR 3.2.11.2. MANUFACTURER'S WRITTEN RECOMMENDATIONS. OL OVERLOAD A&E JOB NO.: 20080475.5 3.2.11.3. MANUFACTURER'S PRODUCT SPECIFICATIONS. PT PROGRAMMABLE RRIDE PT PO THERMOSTAT SHEET TITLE: 3.2.11.4. MANUFACTURER'S INSTALLATION INSTRUCTIONS. RA 3.2.11.5. STANDARD COLOR CHARTS. RES RESISTOR AIR MECHANICAL NOTES APPLICABLE CODES 3.21.6. MANUFACTURER'S CATALOG CUTS. — RVR REVERSING VALVE RELAY AND LEGEND 3.2.11.7. WIRING DIAGRAMS SHOWING FACTORY— WIRING. SD SUPPLY DIFFUSER HAVING JURISDICTION OVER THIS PROJECT 3.2.11.8. PRINTED PERFORMANCE CURVES. SMD SMOKE DETECTOR BUILDING CODE 2008 OR RESIDENTIAL SPECIALTY CODE (2006 IRC) 3.2.11.9. OPERATIONAL RANGE DIAGRAMS. TDM TEMPERATURE DISPLAY MODULE MECHANICAL CODE 2007 OR MECHANICAL SPECIALTY CODE (2006 IMC, 2006 IFGC) 3.2.1 1.10. STANDARD PRODUCT OPERATING AND MAINTENANCE MANUALS. TS TEMPERATURE SENSOR 3.2.1 1.11. COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS. V VOLT PLUMBING CODE 2008 OR PLUMBING SPECIALTY CODE (2006 UPC) 3.2.1 1.12. APPLICATION OF TESTING AGENCY LABELS AND SEALS. VA VOLT AMPERE SHEET NUMBER: ELECTRICAL CODE 2008 OR ELECTRICAL SPECIALTY CODE (2008 NEC) 3.2.1 1.13. NOTATION OF COORDINATION REQUIREMENTS. VAC VOLT ALTERNATING CURRENT FIRE & LIFE SAFETY CODE 2007 OR FIRE CODE WSHP WATER SOURCE HEAT PUMP ENERGY CODE 2007 OR STRUCTURAL SPECIALTY CODE, CHAPTER 13 X TRANSFORMED M 0 MO = O XMFR TRANSFORMER WMS WIRE MESH SCREEN NEW STORE/ FULL GUT \ . N, - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 \ inches w.g.pressure classification \\\ \,■ 0 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment `� c ec r mare Version .0 ` ` 0 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics lirtil • • Certificate 0 10.Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment. - Exception:Fluid temperatures between 55 and 105 degrees F. , __ 7\N: �+ - Exception:Fluid not heated or cooled. lE �a Exception:Runouts<4 ft in length. D 11.Operation and maintenance manual provided to building owner 4 Section 1: Project Information ® 12.Thermostatic controls have 5 degrees F deadband �k Project Type:New Construction - Exception:Thermostats requiring manual changeover be tw ee n heating and cooling Project Title:GAP Kids/Baby GAP - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the GAP INC. authority having jurisdiction. Construction Site: Owner/Agent: Designer/Contractor: 0 13.Balancing devices provided in accordance with NC(2006)603.17 CORPORATE ARCHITECTURE 9677 SW Washington Square Road GAP INC. Hugh Tran Suite W14 Greenberg Farrow 0 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings 901 CHERRY AVENUE Tigard,OR 97223 - Exception:Gravity dampers acceptable in buildings<3 stories SAN BRUNO, CA 94066 - Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are Section 2: General Information interlocked with fan STORE NO.: 0 15.Stair and elevator shaft vents are equipped with motorized dampers 9 5 4 3 Building Location(for weather data): Tigard,Oregon I Climate Zone: 4c 0 16.Three-pipe systems not used Heating Degree Days(base 65 degrees F): 4324 STORE NAME: WASHINGTON SQUARE Cooling Degree Days(base 50 degrees F): 2626 Section 5: Compliance Statement Section 3: Mechanic& Systems List Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications STORE LOCATION: and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2006 IECC p Quantity System Type&Description requirements in COMcheck Version 3.6.0 and to comply with the man.atory requir= ents in the Requirements Checklist. GAP KIDS/BABY, SUITE W14 1 AHU-1:Heating:Other,Electric/Cooling:Hydronic Coil,Capacity>=90-`135 kBtu/h/Single Zone �- 1 AHU-2:Heating:Other,Electric/Cooling:Hydronic Coil,Capacity<54 kBtu/h/Single Zone 9 1 t i�l 9677 SW WASHINGTON SQUARE RD. Name Title Si! _ - Date TI G A R D 0 R Section 4: Requirements Checklist 97223-4452 Requirements Specific To:AHlJ.1 : O 1. Cooling system provides a means to relieve excess outdoor air during economizer operation. 0 2. Balancing and pressure test connections on all hydronic terminal devices GAP PROD. I.D.: 0000044301 O 3. Integrated air economizer required . Requirements Specific To:AHtJ-2: PROTOTYPE V9 DATE: O 1. Balancing and pressure test connections on all hydronic terminal devices 08/11 /08 Generic Requirements: Must be met by ail systems to which the requirement is applicable: O 1. Load calculations per 2001 ASHRAE Fundamentals OPENING Q 1 /Q 2 2009 0 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load _ 0 3. Minimum one temperature control device per system D 4. Minimum one humidity control device per installed humidification/dehumidification system O 5. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations O 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum O 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ._.>T... .........,.:....„w_...,..._�.-a.-.�.P.-._______.._.:..,.,.r_...___..__M_.,-._,-____._._...._..._.,__.M.,-.,..__.,,..._....__r..-.___.,...._r.,:.>,.-.-._m,.: Project Title:GAP Kids I Baby GAP Report date:10/10/08 Project Title:GAP Kids/Baby GAP Report date: 10/10/08 Data filename:C:\Documents and Settings\htran\Desktop\Other Temp\COMcheck\GAP 9643 Washington Square Tigard Data filename:C:\Documents and Settings\htran\Desktop\Other Temp\COMcheck\GAP 9643 Washington Square Tigard OR.cck Page 1 of 4 OR.cck Page 2 of 4 tape.Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181B and shall be marked '1816-FX'for pressure-sensitive tape or'181B-M'for mastic.Unlisted duct tape is not permitted as a sealant on any metal ducts. 10. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes<=1 CO check Software Version 3. .0 1/2-in.nominal diameter,2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation for pipes<=1 1/2-in.nominal diameter,1 1/2 in.insulation for pipes>1 112-in.nominal diameter.Steam piping:1 1/2 in.insulation for !cal Requirements pipes<=1 1/2-in.nominal diameter,3 in.insulation for pipes>1 112-in.nominal diameter. Description - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. r' t' - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. 2006 IECC - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve Certificate. and HVAC coil. PROFESSIONAL STAMP. ,i, 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment 0 , 0 Requirements Specific To:AHU-1 : capacity(input and output)and required maintenance actions b)equipment operation and maintenance manuals c)HVAC system G,�ST 1. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent over pressurizing the buildin control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired .�Q 9 Y P 9 P P P 9 building. Q' . t 2. Hydronic heating and cooling coils must be equipped with a wa to pressure test connections and measure and balance water flow and or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in Y 9 9 way P programming comments d)complete narrative of how each system is intended to operate. �',..0 ' pressure. lit NAL 3.An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer 12. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature P•`t�FE S,, where no heating or cooling is provided). allows simultaneous operation of outdoor-air and mechanical cooling. '' • - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and s NGiNE'` �� Requirements Specific To:AHU-2 : cooling. T 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and area roved by the I'y' 4 Y g 9 Y P P P P Y P PP P 9 P PP Y „„„,.. pressure. authority having jurisdiction. 13. Replaced with A TEMPORARY PERMIT • 'RACTICE Generic Requirements: Must be met by all systems to which the requirement is applicable: 14. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served IN OREGON HAS BEEN GRANTED TO 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or are not in use.Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback, JUSTIN RONALD HARDY VALID ONLY an approved equivalent calculation procedure. except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements.Both UNTIL OFFICIAL ACTION I S TAKEN ON 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1.0 in w.g.when tested in accordance both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within with AMCA Standard 500. 11/12/2008 FOR OREGON REGISTRATION. available equipment options. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. - Exception:The equipment and/or s stem capacity may be greater calculated loads for purposes.Standby equipment ARCHITECT INFO: P Y p Y Y 9 standby P P Y - Exception:Systems with a design outside air intake or exhaust capacity of 300 cfm(140 L/s)or less that are equipped with motor must be automatically controlled to be off when the primary equipment and/or system is operating. operated dampers that open and close when the unit is energized and de-energized,respectively. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are 15. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building GreenbergFarrow provided with controls to sequence operation of the units as the load increases or decreases. operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, 3. Each heating or cooling system serving a single zone must have its own temperature control device. vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. 4. Each humidification system must have its own humidity control device. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. 1 430 West Peachtree Street, N.W. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable Suite 200 of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling,b)capable of automatically - Exception:Ventilation systems serving unconditioned spaces. setting back or shutting down systems during unoccupied hours using 7 different day schedules,c)have an accessible 2-hour occupant 16. Hydronic systems that use a common return system for both hot water and chilled water must not be used. Atlanta, GA 30309 override,d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. t: 404 601 4000 f:404 601 3980 - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. ISSUE TYPE: 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to LANDLORD/PERMIT/BID 11/13/08 the minimum required levels. 7. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, SCALE: AS NOTED unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is DRAWN BY: HHT required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. A&E JOB NO.: 20080475.5 - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. SHEET TITLE: - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. C O M CHECK 8. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. MECHANICAL FORMS 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weidments;mechanical - fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P'for pressure sensitive tape,'181A-M'for mastic or'181A-H'for heat-sensitive Project Title:GAP Kids/Baby GAP Report date: 10/10/08 Project Title:GAP Kids t Baby GAP Report date:10/10/08 Data filename:C:\Documents and Settings\htran\Desktop\Other Temp\COMcheck\GAP 9643 Washington Square Tigard Data filename:C:\Documents and Settings\htran\Desktop\Other Temp\COMcheck\GAP 9643 Washington Square Tigard OR.cck Page 4 of 4 SHEET NUMBER: OR.cck Page 3 of 4 M 0 ........ 1 NEW STORE/ FULL GUT HVAC CODED NOTES (100) PLACE "AS-BUILT" MECHANICAL DRAWINGS IN DRAWING ,� � �. TUBE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. . .,:..:..• (ioi) DASHED LIN ND HVAC EQUIPMENT REPRESENT ``\`,�"�� O : LU LL. C. _.•; '• �C`': MANUFACTURERS RECOMMENDED CLEARANCES FOR :0.: '>.w ~•. U ' `._: �-� EQUIPMENT MAINTENANCE. IT IS THE MECHANICAL• >..�:;. 405 ,x:..•\ FFONI CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SERVICE 7 I, 405 ;. THIS �,�:�,, CLEARANCES THE FULL HEIGHT OF THE UNIT IN h : M2-1 -:.,,,,.,,,ci ,,, NI 100 AREA AND TO PROVIDE ACCESS TO THESE AREAS T SUBJECT 0 T O G C A P P R O V A L APPROVAL. SHOULD FREE AREA \ 302 (np) NOT BE AVAILABLE, CONTACT G.C.'S FOR FURTHER ......................................................... ............................................................................h.......................................... ..................................................................................\............................... .......................................... ,\ - ---- ---�--�----: INSTALLATION REQUIREMENTS 1 AHU - 1 04 ;...\v7.7''.i___I.,.. :: ::: :..:. .:.::. ...:.. ::,,.. ,,:,.. .., ,,., . .. ....,. ,...: .:..:. ..... ...... ..... .:..:. : 509 298 (102) CONTRACTOR TO PROGRAM HVAC EQUIPMENT GAP INC. 2 16 114 1614 10 LI NED S2/220E�(ISTII G 24 THERMOSTAT, INITIAL OPERATION HOURS AND - 38/10 R AIR 24/20 24/20 TEMPERATURE SET POINTS. ADJUST OPERATIONAL HOURS CORPORATE ARCHITECTURE z .. .:: ? 901 CHERRY AVENUE DUCT `UP ? WHEN OBTAINED BY GENERAL CONTRACTOR. SEE SHEET SAN BRUNO CA 94066 I% P7A1 I1 ... .. _1 M2-5g FOR THERMOSTAT PROGRAMING INSTRUCTION, moo ' L SD >:: • :' TG-1 318 318 �■ '` D,;..,L.4 A : SET POINT AND OPERATION HOURS.•101 iii ( 12"x20" SD-1 SD-1 SD-1 r :; STORE NO.: glir ail // 208 209 213 :• 1.... F� • (103) NOT USED. 9643 TYP• - ,, _ _ STORE NAME: WASHINGTON SQUARE .. : 243 10: _ o r� (104) PROVIDE 3 SET OF 2" MERV 5 FILTERS AND 3 SET (301) ao . ,. 1- 14"� 6 0 12"0 I 16"4 I ": 1 ( ( STORE LOCATION: OF 4" MERV 7 FILTERS: 303 7-al M AHU-� -a` 52/22 EXISTING : 1. INSTALL FIRST SET OF FILTERS DURING 403:► • 0D RELIEF �►1R _ '� GAP KIDS/BABY, SUITE W14 2-5' - DUCT UP �` 10"� - ::::;N UNIT INSTALLATION. �I � ■�� s 1 ,.;; SD 1 2. INSTALL SECOND SET OF FILTERS JUST 9677 SW WASHINGTON SQUARE RD. _ 213 299 PRIOR TO AIR BALANCE.E ..... ARD, OR co M 11 . .. ... ... "":::- ::::::.‘tef 301._. .........4.::„D ..... . .... ....... ...... .... . ..... ................. ... I T-... __ . .......... ..... ... ............ ........ .. ... 3 NS ALL THIRD SET OF FILTERS AFTER 401:. -2-° >;::::::.:::::. �►:::..::::::.::::::: ::_:: _::.. SD-I :, M2-1 `- ::::::.::::::: � M.: FINAL STORE CLEANING. 97223-4452 CP 243 II TG-2.............: _ 420...... , 209 co. T 1`1 4" CVVR 400 , SD-1 �!' — 05) NOT USED �' _. - - GAP PROJ I D 0000044301 102 $__ , ................................................. M: .. _2 8 _. ;L.:.:: .. : ,�0"� 303 CD-1 .300 TCS BASYS PROGRAMMABLE THERMOSTAT MODEL N0. PROTOTYPE V9 DATE.l Fes. «„iii��r Arai!fiiii��i✓Ifiii.{a��aii:t� `.. ..49• ...... -•- 500... ..... .: �e. _.::.:::::.:::::.:.::::.::::::.::::::..:.:::::.�.::�::.:_::.::_:::::;:::::: SZ1051. THE MOUNTING HEIGHT SHALL BE 48 A.F.F.__ 08/11 /08 310 8"4 UP I ' N CONFIRM EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. 300 AHU-1 " SD-1 :..c3:<.::...:....:.:. WIF, 407 4 06 AHU-2 1-1/4 CWS 2 CWS 318 10��0 I OPENING Q1 Q2 2009 ;,,,:. -_ 1I • d' ';S” ;°"''i:' 301? TCS BASYS REMOTE TEMPERATURE SENSOR, TS-3001. 500 TG 1 �! HU-1 �01 THE MOUNTING HEIGHT SHALL BE F F CONFIRM R -1 '` eimm.....'iva,.p- 46"x22" _ EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. INSTALL " �% CONTROL WIRING IN CONDUIT. ATTACH SENSOR TO 4 EXISTING .._ ::: 500 ...... ... 00::::. ..... ...... .... .. , ROUGHED-IN ELECTRICAL J BOX CHILL WATER A ; (309)x 298 J- BOX. SUPPLY :; < 6 . ............• 302 �11ilF. r , miritothi 40` 1 SUPPLY RETURN AND OUTSIDE AIR DUCT 4 EXISTING � (302) »...,.,,...--i� SD-2/�� I SR-3 ��,�1� 42 ': I L. -- CONNECTIONS TO AH • U WATER I ,. U SHALL BE FULL SIZE OF RETURN I 225 -. ' EQUIPMENT OPENINGS AND PROVIDED WITH FLEXIBLE 5 24 RD Q DUCT CONNECTIONS. ELBOWS SHALL HAVE DOUBLE 20 0 �� 101:: THICKNESS TURNING VANES INSTALLED. • it 1P 0 • • . R• ...I�F� . 1►■ �o'-•� •:—•••••-••��"� (3 03) CONTROL DAMPER WITH 120V TRANSFORMER. INSTALL IN .•... " 401;. .,.. ,�,�. -2.-. CWR 9 ,-=." �,, .; ' t . .: AN ACCESSIBLE LOCATION. COORDINATE ACTUAL LOCATION• ...................... . . gl. :' WITH G.C. AND ELECTRICAL CONTRACTOR. AIR BALANCER TO • C -CD-1 M' CALIBRATE CONTROL DAMPER SO THAT THERE IS A • Z 2" CWS 303 403 MINIMUM OF 5% LEAKAGE WHEN THE DAMPER IS IN THE Vii, AHU-1 102 402 CLOSED POSITION. 1AHU-2 300 (304) NOT USED. .:.1AL_ <_; k,v.,_.. 404 --ss, 104( V,(AHU) (305) NOT USED. )I (306) NOT USED. .. �. RG-1 102 12"x12" M2-1 (307) NOT USED. (TYP) ff) 100 MECHANICAL FLOOR PLAN 1308 NOT USED. M 1-0 1/8"/8" = 1'-0" ` N (309) AIR DEVICE TO BE USED AS ACCESS TO EQUIPMENT ABOVE CEILING. VERIFY THAT SWING OF DEVICE WILL NOT INTERFERE WITH OTHER CEILING ELEMENTS. DUCTWORK SUBMITTAL REQUIREMENTS (310) ROUTE TO EXISTING TOILET EXHAUST DUCT UP THRU ROOF. PROFESSIONAL STAMP: 1. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK OR � SHALLBE LINDAB, UNITED MCGILL OR SEMCO DUCT SYSTEMS CONSISTING CD PROVIDE 24"X24" ACCESS DOOR IN CEILING TO ACCESS Q��''‘s C''�o�* OF FITTINGS THAT ARE FACTORY FITTED WITH A SEALING GASKET AND MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT, SMOKE * i •• SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO MANUFACTURER S DETECTORS, ETC. , p• .. p';4 ' •L INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE USE OF DUCT SEALER. MATERIALS: ALL DUCT AND FITTINGS SHALL BE G-90 OR (400) CONNECT TO EXISTING CHILLED WATER PIPING IN THIS V, ' VGJNE' QO G-60 GALVANIZED. LOCATION. VERIFY EXACT LOCATION OF PIPE IN FIELD AND t.Srit \AQ. �1 ADJUST PIPE ROUTE ACCORDINGLY. ALL NEW CHILLED / V 2. SUBMITTALS: SUBMIT MANUFACTURER'S DUCT SYSTEM CATALOG DATA WATER PIPING SHALL BE INSTALLED TIGHT TO STRUCTURE A TEMPORARY PERMIT TO PRACTICE FOR REVIEW AND APPROVAL. SUBMIT SHALL INCLUDE DUCT, FITTING ABOVE. I N OREGON HAS BEEN GRANTED TO AND SELF SEALING GASKET CATALOG INFORMATION. INSERTION TURBINE FLOW METER FM-1 IN THIS LOCATION. JUSTIN RONALD HARDY VALID ONLY (401) UNTIL OFFICIAL ACTION IS TAKEN ON MAINTAIN MINIMUM UPSTREAM AND DOWNSTREAM STRAIGHT PIPE RUN DISTANCE OF 24" FROM ANY VALVE, ELBOW OR 11/12/2008 FOR OREGON REGISTRATION. FITTING. FOR SCHEDULE 40 PIPE, PROVIDE NPT ARCHITECT INFO: THREADOLET CONNECTION. FOR TYPE M COPPER PIPE, SURVEY INFORMATION PROVIDE NPT BRAZED TEE FITTING. SEE 301/M2-1. FLOW DISPLAY M _ reenbergarrow (402> MODULE FDM 1 IN THIS LOCATION. SEE SHEET M2-5a FOR DETAILED PRODUCT SPECIFICATIONS. 1430 West Peachtree Street, N.W. SPACE IS LOCATED ON LEVEL. 1_0E...1 SEE DETAIL 300/M2-3b FOR DETAILED MOUNTING Suite 200 FINISHED FLOOR TO BOTTOM OF DECK ABOVE IS APPROX 17'-10" INSTRUCTIONS. Atlanta, GA 30309 FINISHED FLOOR TO BOTTOM OF LOWEST STRUCTURAL MEMBER t: 404 601 4000 f:404 601 3980 (STEEL OR CONCRETE BEAMS) 16-1 IS APPROX " �403� IMMERSION TEMPERATURE SENSOR WTS-1 IN THIS LOCATION. FOR SCHEDULE 40 PIPE PROVIDE 1/2" NPT THREADOLET CONNECTION. FOR TYPE M COPPER PROVIDE ISSUE TYPE: FINISHED FLOOR TO BOTTOM OF JOIST IS APPROX 16'-1" 1/2" NPT BRAZED TEE FITTING. SEE SHEET M2-5a FOR LANDLORD/PERMIT/BID 11/13/08 DETAILED PRODUCT SPECIFICATIONS. ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED SCALE: ON THE DRAWINGS. (404) TEMPERATURE DISPLAY MODULE TDM-1 IN THIS LOCATION. AS NOTED SEE SHEET M2-5a FOR DETAILED PRODUCT DRAWN BY: HHT NOTE: CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD SPECIFICATIONS. SEE SHEET 300/M2-3b FOR DETAILED PRIOR TO BIDDING WORK. ANY CONDITIONS THAT AFFECT THE MOUNTING INSTRUCTIONS. A&E JOB NO.: 20080475.5 INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE BROUGHT TO THE ATTENTION OF G.C.'S CONSTRUCTION MANAGER OR BE INCORPORATED /405\ CONNECT TO EXISTING OA DROP. SHEET TITLE: IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT MECHANICAL ORDERED PRIOR TO APPROVAL BY G.C.'S CONSTRUCTION MANAGER. 406) SUPPLY AIR FAN STARTER. SEE E1-0 / E3-0 FOR PLAN EXACT LOCATION. 407) CIRCULATION PUMP STARTER. SEE E1-0 / E3-0 FOR EXACT LOCATION. (408) NOT USED. SHEET NUMBER: 409) GATE SHUTOFF VALVE. NIBCO MODEL T-111. M 1 ......, 0 NEW STORE/ FULL GUT Air System Sizing Summary for BLOCK LOAD Air System Sizing Summary for AHU-1 CHILLED WATER AHU SELECTION SCHEDULE (Manufacturer: TRANE) • ' \ \\\I Air System Information Air System Information Unit AHU-1 AHU-2 Module \ Air System Name AHU BLOCK Number of zones 1 Air System Name AHU-1 Number of zones 1 Quantity 1 1 Tag Coil module Coil module Equipment Class CW AHU Floor Area 4474.0 ft2 Equipment Class CW AHU Floor Area 3258.0 ft2 Model Number MCCB008 MCCB003 Module type Horizontal coil Horizontal coil Air System Type SZCAV Location Portland,Oregon Air System Type SZCAV Location Portland,Oregon Module size Extra-large Extra-large Module Insulation 1.5 lb insulation 1.5 lb insulation Sizing Calculation Information Sizing Calculation Information 2 Tag cfm m 3U3n9it3level selections Unit level selections Panel w all type Solid double w all Solid double w all Zone ard Space ZL:iins Method: Zone and Spaco Size3g Method; Actual airflow 1320 •-•"6 Access/inspection door Right&Left Right&Left Unit elevation ft 39.00 39.00 "g".)) Size criteria component Largest 1/2"coil Largest 1/2"coil Drain pan No drain pan No drain pan Zone CFM Peak zone sensible load Calculation Months Jan to Dec Zone CFM Peak zone sensible load Calculation Months Jan to Dec (0 T., Target face velocity ft/min 500 500 Coil application Heating Heating ,... \-,.. Space CFM Coincident space loads Sizing Data Calculated Space CFM Coincident space loads Sizing Data Calculated i2 Unit split Factory splits Factory splits System type Bectric heat Electric heat s . '''' Unit size 08 03 Coil supply side Right Right Central Cooling Coil Sizing Data Central Cooling Coil Sizing Data n . Unit base Ext.support(attach) Ext,support(attach) Coil height Bectric heat Bectric heat Inlet type Unducted Unducted Design sequence E E Total coil load 10.8 Tons Load occurs at Jun 1500 Total coil load 8.0 Tons Load occurs at Jun 1500 Module g Coil design airflow cfm 3393 1320 Total coil load 130.0 MBH OA DB/WB 89.0/67.0 °F Total coil load 95.6 MBH OA DB/WB 89.0/67.0 °F -0 Sensible coil load 117.3 MBH Entering DB/WB 77.1/62.5 °F Sensible coil load 85.5 MBH Entering DB/WB 77.0/62.3 °F Tag Fan module Fan module ? Bevation ft 39.00 39.00 Coil CFM at Jun 1500 4737 CFM Leaving DB/WB 54.2/52.8 °F Coil CFM at Jun 1 500 3393 CFM Leaving DB/WB 53.7/52.3 °F Module type Supply fan Supply fan -5 EDB F 45.00 45.00 GAP INC. Max block CFM 4737 CFM Coil ADP 51.6 °F Max block CFM 3393 CFM Coil ADP 51.1 ©F Inlet location Back inlet Back inlet 0 LDB F 54.63 54.12 Sum of peak zone CFM 4737 CFM Bypass Factor 0.100 Sum of peak zone CFM 3393 CFM Bypass Factor 0.100 Insulation 1.5 lb insulation 1.5 lb insulation Total capacity MBh 35.29 13.00 CORPORATE ARCHITECTURE Sensible heat ratio 0.902 Resulting RH 50 % Sensible heat ratio 0.894 Resulting RH 50 % Panel w all type Solid double w all Solid double w all Heating output kW 10.30 3.80 901 CHERRY AVENUE ........,..... ft2/Ton 413.0 Design supply temp. 54.5 °F ft2/Ton 408.9 Design supply temp. 54.0 °F Access/inspection door Right&Left Right&Left Stages of electric heat 2 1 SAN BRUNO, CA 94066 .. BTU/(hr-ft2) 29.1 Zone T-stat Check 0 of f OK BTU/(hr-ft2) 29.3 Zone T-stat Check 0 of I OK Fan discharge Front top Front top Bectric heat sw itch type Magnetic Magnetic Water flow @ 10.0°F rise 26.01 gpm Max zone temperature deviation 2.8 °F Water flow @ 10.0 °F rise 19.13 gpm Max zone temperature deviation 2.5 °F Drive location Right Right Electric heat controller type Basic external relay Basic external relay Design sequence J J Bectric coil voltage 480/60/3 480/60/3 STORE NO.: 9 6 Li-3 Motor hp 3 HP 1.5 HP Location Draw through Draw through Central Heating Coil Sizing Data Central Heating Coil Sizing Data Motor RPM 1800 RPM 1800 RPM Air pressure drop in H2O 0.19 0.25 Motor class ODP E+motor ODP E+motor Amp draw A 12.44 4.59 STORE NAME: WASHINGTON SQUARE .. Max coil load 49.6 MBH Load occurs at Des Htg Max coil load 351 MBH Load occurs at Des Htg Motor voltage 460/3 460/3 Face area sq ft 5.36 1.84 Coil CFM at Des Htg 4737 CFM BTU/(hr-ft2) 11.1 Coil CFM at Des Htg 3393 CFM BTU/(hr-ft2) 10.8 Cycle 60 cycles/sec 60 cycles/sec Coil module PD in H20 0.19 0.25 .g Max coil CFM 4737 CFM Ent.DB/Lvg DB 5961 69.4 °F Max coil CFM 3393 CFM Ent.DB/Lvg DB 59.1/68.7 °F Drive service factor&type 1.5 fixed 1.5 fixed Module length in 44.000 36.000 STORE LOCATION: Water flow @ 20.0°F drop 4.97 gpm Water flow @ 20.0 °F drop 3.51 gpm o E Fan airflow cfm 3393 1320 Module weight lb 201.6 126.0 ESP in H20 0.53 0.47 Module GAP KIDS/BABY SUITE W14 .= u Bevation ft 39.00 39.00 9 Tag Air blender Air blender Supply Fan Sizing Data Supply Fan Sizing Data Min temperature F 10.00 10.00 Module type Air blender Air blender 9677 SW WASHINGTON SQUARE RD. m Design temperature F 70.00 70.00 Z15 Insulation 1.5 lb insulation 1.5 lb insulation Max BHP hp 2.989 ,1.397 -o Actual max CFM 4737 CFM Fan motor BHP 0 Fan size and type 8B-12.25 FO 3B-9 5"FC .69 BHP Actual max CFM 3393 CFM Fan motor BHP 0.49 BHP Panel w all type Solid double w all Solid double w all TIGARD I OR " . S5 Standard CFM 4730 CFM Fan motor kW 0.51 kW Standard CFM 3388 CFM Fan motor kW 0.37 kW Design sequence A A Extended grease lines w/both bearings w/both bearings .:<' 97223-4452 Actual max CFM/ft2 1.06 CFM/ft2 Fan static 0.50 in wg Actual max CFM/ft2 1.04 CFM/ft2 Fan static 0.50 in wg Blender airflow cfm 3393 1320 BHP hp 2.650 1.239 Blender area sq ft 3.31 1.47 TSP in H20 2.78 2.52 Outdoor Ventilation Air Data Outdoor Ventilation Air Data Blender PD in H20 0.15 0.12 Design airflow CFM 863 CFM CFM/person 15.87 CFM/person Design airflow CFM 642 CFM CFM/person 15.36 CFM/person Speed rpm 1428 1782 Blender module PD in H20 0.15 0.12 GAP PROJ. I.D. 0000044301 CFM/ft2 0.19 CFM/ft2 CFM/ft2 0.20 CFM/ft2 Outlet area sq ft 1.90 0.65 Module Fan module PD in H20 0.53 0.47 Fan discharge loss PD in H20 0.00 0.00 Tag Filter module Filter module PROTOTYPE V9 DATE• . Height in 34.000 26.250 Module type Filter Filter Length in 44.000 36.000 Filter type Flat Flat 08/11 /08 Width in 48.000 31.000 Insulation 1.5 lb insulation 1.5 lb insulation Weight lb 658.4 429.6 Panel w all type Solid double w all ._ ig Solid double w all Module w Access/inspection door Rht&Left Right&Left OPENING Q1 /Q2 2009 Zone Sizing Summary for BLOCK LOAD Air System Sizing Summary for AHU-2 1 Tag Module type Access/turning module Access/turning module Access/blank Access/blank o E Fitter frame 2"&4"comb Throw aw ay-MERV 5 2"&4"comb Prefilter type Throw aw ay-MERV 5 -0 E Access/inspection/blank size Small Small 115.., Primary filter type Pleated media-MERV 7 Pleated media-MERV 7 E 0) Insulation 1.5 lb insulation 1.5 b insulation LE Design sequence B B .g_ E Panel w all type Solid double w all Solid double w all Filter airflow cfm 3393 1320 ' .F. -6- Access/inspection door Right&Left Right&Left Filter condition Mid-life Mid-life Air System information '8 Door swing Outward Outward Mid-life prefilter PD in H20 0.59 0.56 Air System Name AHU-2 Number of zones 1 Prefilter PD in H2O 0.59 0.56 Equipment Class CW AHU Floor Area 1216.0 ft2 .iu Front opening Yes Yes Back opening Yes Yes Filter area sq ft 6.90 3.50 Air System Information Air System Type SZCAV Location Portland,Oregon Design sequence B B Filter module PD in H20 1.22 1.14 Air System Name AHU BLOCK Number of zones 1 Equipment Class CW AHU Floor Area 4474.0 ft2 Sizing Calculation Information Module Mid-life filter PD in H2O 0.63 0.58 Air System Type SZCAV Location Portland,Oregon Zone and Space Sizing Method: Tag Coil module Coil module Module Sizing Calculation Information Module type Horizontal coil Horizontal coil Tag Air mixing module Air mixing module Z.O.Se and Space Szing Method: Zone CFM Peak zone sensible load Calculation Months Jan to Dec Module size Medium Medium Module type Mixing Mixing Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Insulation 1.5 lb insulation 1.5 lb insulation Mixing module type w ithout filters w ithout filters Space CFM Coincident space loads Sizing Data Calculated Panel w all type Solid double w all Solid double w all Insulation 1.5 lb insulation 1.5 lb insulation Central Cooling Coil Sizing Data Drain pan Galvanized Galvanized Panel w all type Solid double w all Solid double w all Zone Sizing Data Drain an connection side Left side .Left side Access/inspection door Right&Left Right&Left Coil application Cooling Cooling Back damper type Parallel blade Parallel blade Total coil load 2.9 Tons Load occurs at Jun 1500 - Coil supply side Left Left Back air path Entering Entering Maximum Design Minimum Time Maximum Zone Total coil load 34.5 MBH OA DB/WB 89.0/67.0 °F Coil Unit casing Galvanized Galvanized Cooling Air Air of Heating Floor Sensible coil load 31.8 MBH Entering DB/WB 77.5/62.9 °F a Back air path type Return Return Sensible Flow Flow Peak Load Area Zone Coil CFM at Jun 1500 1320 CFM Leaving DB I WB 55.2/53.8 °F Coil height Unit -0 Back inlet type Ducted Ducted Max block CFM 1320 CFM Coil ADP 52.7 °F Design sequence E E o E Front damper type Full face opening Full f ace opening Zone Name (MBH) (CFM) (CFM) Load, (MBH) (ft2) CFM/tt2 _ Sum of peak zone CFM 1320 CFM Bypass Factor 0.100 Apply A RI ranges Yes Yes ED Front air path Leaving Leaving Zone 1 79.2 4737 4737 Jun 1900 9.3 4474.0 1.06 Sensible heat ratio 0.920 Resulting RH 50 % Coil design airflow cf m 3393 1320 I.5 Right side damper type No opening No opening _ . ft2/Ton 422.8 Design supply temp. 55.5 °F Elevation ft 39.00 39.00 E Left side damper type Parallel blade No opening Zone Terminal Sizing Data BTU/(hr-ft2) 28.4 Zone T-stat Check 0 of f OK EDB F 77.00 77.50 <'- Left side air path Entering No opening No Zone'Tomiiiiai Si2irig Data required lo; Ulis system. Water flow @ 10.0 °F rise 6.91 gpm Max zone temperature deviation 3.5 °F EWB F 62.30 62.90 Left side air path type Outside No opening LDB F 53.05 54.47 Left side inlet type Ducted No opening Space Loads and Airflows LWB F 52.30 53.80 Bottom darrper type No opening No opening Central Heating Coil Sizing Data Sensible capacity MBh 89.04 33.33 Top damper type No opening Parallel blade Cooling Time Air Heating Floor Total capacity MBh 96.96 35.03 Top air path No opening Entering Zone Name I Sensible of Flow Load Area Space Max coil load 121 MBH Load occurs at Des Htg 1 -o Fin spacing Per Foot 96 96 Top air path type No opening Outside Space Name Mult. (MBH) Load (CFM) (MBH) (ft2) CFM/ft2 Coil CFM at Des Htg 1320 CFM BTU/(hr-ft2) 10.0 0 E Max fin spacing Per Foot.96 96 Top inlet type No opening Ducted Zone I Max coil CFM 1320 CFM Ent.DB/Lvg DB 60.1/68.6 °F 7-5 Entering fluid temperature F 47.00 47.00 Design sequence c c Water flow @ 20.0 °F drop 1.21 gpm o Fluid temperature rise F 4.40 4.81 Z1 Fitting Area 1 3.9 Jun 1900 231 0.6 274.0 0.84 Back opening/damper area sq ft 3.40 1.75 Standard fluid flow rate gpm 43.96 14.53 Z1 Kids Front Sales Area 1 15.5 Jun 1900 924 2.0 973.0 0.95 Fluid type Water Water Z1 Kids Main Sales Area 1 29.3 Jun 1900 1753 3.8 1809.0 0.97 Location Draw through Draw through - Supply Fan Sizing Data Z1 Managers Office 1 9.5 Jun 1900_ 568 0.2 98.0 5.79 Coil type UW UW Z1 Remote Stockroom 1 0.4 Jun 1900 26 0.2 104.0 0.25 Coil rows 6 6 Actual max CFM 1320 CFM Fan motor BHP 0.19 BHP Coil fin type Delta-Flo E Delta-Flo E Z2 Baby Sales Area 1 13.0 Jun 1900 780 1.6 785.0 0.99 Standard CFM 1318 CFM Fan motor kW 0.14 kW Coil fin material Aluminum Aluminum Z2 Stockroom 1 7.3 Jun 1900 438 0.7 346.0 1.27 Actual max CFM/ft2 1.09 CFM/ft2 Fan static 0.50 in wg Tube diameter 1/2"tube(12.7 mm) 1/2"tube(12.7 mm) Z2 Unisex Toilet 1 0.3 Jun 1900 17 0.2 85.0 0.20 Coil tube material .016"copper .016"copper Outdoor Ventilation Air Data Face velocity ft/min 450 398 Design airflow CFM 222 CFM CFM/person 17.56 CFM/person PROFESSIONAL STAMP: \S ./%14, Air pressure drop in H0 0.48 0.37 - CFM/ft2 0.18 CFM/ft2 6_0 R 0/ Leaving fluid temperature F 51.40 51.81 Fluid pressure drop ft H2O 7.20 0.97 Fluid volume gal 4.91 2.45 Fluid velocity ft/sec 3.59 1.56 (k.v . • 1-51 Nominal height stacked coil#1 27 (686 mm) 21"(533 mm) ,,010i •1 At- Face area sq ft 7.54 3.32 ' •' I Dry coil weight lb 115.6 62.7 Air System Design Load Summary for BLOCK LOAD Design Weather Parameters Wet coil weight Coil module PD lb 156.7 in H20 0.48 83.2 0.37 '/X/ GIN P- Module length in 15.500 15.500 IN • • 0r,,d 01 Module weight 1b170,3 143.3 ".......„;_.'"' , A TEMPORARY PERMIT TO PI' . ICE IN OREGON HAS BEEN GRANTED TO DESIGN COOLING t.:ESiGfl HEATING JUSTIN RONALD HARDY VALID ONLY COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG UNTIL OFFICIAL ACTION IS TAKEN ON COOLING OA DB/WB 89.0°F/67.0°F HEATING OA DB/WB 22.0°F/18.4°F City Name Portland 11/12/2008 FOR OREGON REGISTRATION. Sensible Latent Sensible Latent Location Oregon FACTORY FURNISHED AND INSTALLED ACCESSORIES: ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr) Latitude 45.6 Deg. 1. FLAT COMBINATION FILTER SECTION OPTION FOR 2" PLEATED MERV 5 ARCHITECT INFO: Window&Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Longitude 122.6 Deg. Wall Transmission 0 ft2 0 - 0 ft2 0 - Elevation 39.0 ft PRE-FILTER AND 4" MERV 7 PRIMARY FILTER. Roof Transmission 4474 ft2 341 0 - 4474 ft2 9347 - Summer Design Dry-Bulb 90.0 °F 2. REMOVEABLE ACCESS DOORS ON BOTH SIDES OF ALL SECTIONS. GreenbergFarrow Summer Coincident Wet-Bulb 67.0 °F 3. DOUBLE WALL CASING. Window Transmission 0 ft2 0 - 0 ft2 0 - Summer Daily Ran e g 21.6 °F 4. STAINLESS STELL DRAIN PAN. Skylight Transmission 0 ft2 0 - 0 ft2 0 - Winter Design Dry-Bulb 22.0 °F 1430 West Peachtree Street, N.W. Door Loads 0 ft2 0 - 0 ft2 0 - Winter Design Wet-Bulb 18.4 °F 5. BLENDER MODULE IS REQUIRED. Suite 200 Floor Transmission 4474 ft2 0 - 4474 ft2 0 - 6. AIR MIXING MODULE WITH NO FILTERS AND NO CONTROLS. Atlanta, GA 30309 Partitions 0 ft2 0 - 0 ft2 0 - 7. EXTERNAL SUPPORT KIT OPTION IS REQUIRED FOR BOTH UNITS. Ceiling 0 ft2 0 - 0 ft2 0 - t:404 601 4000 f:404 601 3980 Overhead Lighting 0 W 0 - 0 0 - CONTRACTOR FURNISHED AND INSTALLED ACCESSORIES: Task Lighting 12332 W 34560 - 0 0 - 1. 3 SET OF 2" MERV 5 FILTERS AND 3 SET OF 4" MERV 7 FILTERS. ISSUE TYPE: Electric Equipment 2345 W 7882 - 0 0 - REPLACE BEFORE AIR BALANCE AND ONCE AGAIN AFTER FINAL STORE LANDLORD/PERMIT/BID 11/13/08 People 54 9493 10876 0 0 0 CLEANING IS COMPLETE. Infiltration - 0 0 - 0 0 2. TCS BASYS ECONOMIZER CONTROLS WITH REFERENCE ENTHALPY SENSOR. Miscellaneous - 6250 0 _ 0 O. Safety Factor 25%/0% 15399 0 0% 0 0 3. FREEZE STAT FOR EACH AHU'S COOLING COIL. SCALE: AS NOTED ›,›Total Zone Loads ,. 76993 10876 - 9347 0 4. SUPPLY AIR FAN STARTER FOR EACH AHU. DRAWN BY: HHT Zone Conditioning - 94007 10876, - 8552 0 OUTSIDE AIR REQUIREMENTS 5. CIRCULATION PUMP STARTER FOR EACH AHU. . , Plenum Wall Load 0% 0 _ 0 0 - A&E JOB NO.: 20080475.5 Plenum Roof Load 70% 7956 - 0 0 - ROOM GROSS ASHRAE 62-89 ACTUAL For information regarding pricing, ordering and delivery information on the Plenum Lighting Load 30% 0 - 0 0 - PURPOSE FLOOR OUTSIDE AIR SYSTEM OUTSIDE REMARKS Trane Equipment Package contact Susan Youngblood at: SHEET TITLE: Return Fan Load 4737 CFM 0 - 4737 CFM 0 - AREA REQUIREMENTS NUMBER AIR Ventilation Load 863 CFM 13537 1853 863 CFM 42846 0 (SQ. FT.) (CFM/SF) (CFM) (CFM) M ECHANICAL SALES 3,343 0.20 669 AHU-1 642 (408) 481-3600 Office Supply Fan Load 4737 CFM 1756 - 4737 CFM -1756 - , , Space Fan Coil Fans - 0 - - 0 - NON-SALES 857 0.15 129 AHU-2 222 e-mail: syoungblood@trane.com SCHEDULES FITTING 274 0.20 55 Duct Heat Gain/Loss 0% 0 - 0% 0 - ' . ____ For general issues contact Gary L. Rich National Account Executive. >>› Total System Loads - 117256 12729 ,. 49642 0 , • _ - Central Cooling Coil - 117256 12738 - 0 0 , , Central Heating Coil - 0 - - 49642 - (408) 481-3620 Office or (415) 317-2822 Mobile ››Total Conditioning - 117256 12738 - 49642 0 e-mail: glrich©trane.com Key: Positive values are clg loads Positive values are htg loads TOTAL 852 TOTAL 864 SHEET NUMBER: Negative values are htg loads Negative values are clg loads NA 2 _ 0 . , . NEW STORE/ FULL GUT CHILLED WATER_ PUMP SCHEDULE AIR DISTRIBUTION DEVICE SCHEDULE TOTAL MARK MANUFACTURER MODEL TYPE NECK SIZE FACE SIZE FRAME FINISH MATERIAL ACCESSORIES REMARKS , k PUMP# SERVICE TYPE GPM DYNAMIC HEAD(TDH) IMPELLER SIZE VOLTS/PH/HZ RPM MOTOR HP BASIS OF DESIGN (L" X W") (L" X W") TYPE . 1.- \\\\\\\ :' CP-1 AHU-1 IN-LINE 44 60 7.66" 480/3/60 1750 2 PACO CPI-20959 VL �" � SD-1 (1) (1) PERFORATED FACE VARIES 24 X24 (1) (1) STEEL PFS, DMPR CP-2 AHU-2 IN-LINE 15 35 5.73" 480/3/60 1750 1/3 PACO CPI-12707 VL SD-2 (2) (2) PERFORATED FACE VARIES 16 X 16 (2) (2) STEEL PFS, DMPR \\,\ \ SD-3 (3) (3) PERFORATED FACE VARIES _ 24 X 24 (3) (3) STEEL PFS, DMPR SD-4 (1) (1) PERFORATED FACE VARIES 24x24 (1) (1) STEEL PFS, DMPR \ , SR-2 (9) (9) DUCT SUPPLY GRILLE - 21 X6 DUCT GALVANIZED STEEL EXT SR-3 (9) (9) DUCT SUPPLY GRILLE - 13 X6 DUCT GALVANIZED STEEL EXT \ \\\\, N , RD-1 (4) (4) PERFORATED FACE N/A VARIES (4) (4) STEEL PFS \\\\ . CONTROL DAMPER SCHEDULE RD-2 (5) (5) PERFORATED FACE 12 X12 24 X24 (5) (5) STEEL PFS UNIT INLET PRIMARY AIR GAP INC. MARK MANUFACTURER MODEL SIZE SIZE MAX MIN REMARKS TG-1 (6) (6) WALL TRANSFER GRILLE N/A VARIES (6) (6) STEEL - CORPORATE ARCHITECTURE (CFM) (CFM) TG-2 (7) (7) PERFORATED FACE 16 X 16 8"0 (7) (7) STEEL PFS 901 CHERRY CAEN9 SAA N N BRUNO, CA 944 066 CD-1 YOUNG'S REGULATOR 2075 - 12" 550 85 1,2 RG-1 (6) (6) WALL TRANSFER GRILLE N/A VARIES (6) (6) STEEL - STORE NO.: 9643 REMARKS: 1 FURNISH WITH #T-312-CE THERMOSTAT AND#30-35 TRANSFORMER. ACCESSORIES: REMARKS STORE NAME: WASHINGTON SQUARE 2 PHONE #(216) 663-5646 FOR LOCAL REPRESENTATIVE. PFS-PLASTER FRAME 1 NO EXCEPTIONS ALLOWED. DMPR- DAMPER 2 SPEC THE FOLLOWING DIFFUSER TYPE FOR RECTANGULAR DUCTWORK. STORE LOCATION: EXT-AIR EXTRACTOR GAP KIDS/BABY, SUITE W14 FAN SCHEDULE OBD-OPPOSED BLADE DAMPER 9677 SW WASHINGTON SQUARE RD. ELECTRICAL OPER TIGARD, OR MARK MFR MODEL CFM S.P. H.P. VOLT/PH/HZ WT REMARKS KEY MARK MANUF MODEL FRAME ACCESSORIES FINISH REMARKS 97223-4452 (IN W.G.) (LBS) NOTE TYPE DAMPER PLASTER FRAME (WHITE) EF-1 LOREN COOK GC-180 170 0.63 152 WATTS 120/1/60 16 1 SD-1 KRUEGER 6504 23 PRN-100 5HCF23 BRITISH WHITE FOUR WAY BLOW PATTERN GAP PROJ. I.D.: 0000044301 (1) PRICE PDC-4 3 VCR-7 PFS B12 PROTOTYPE V9 DATE: REMARKS: _ TITUS PCS-4 3 AG-75 TRM 26 1 PROVIDE FACTORY INSTALLED DISCONNECT SWITCH AND BACKDRAFT DAMPER. 08/11 /08 SD-2/SD-4 KRUEGER 6502 23 PRN-100 5HCF23 BRITISH WHITE TWO WAY BLOW PATTERN OPENING Q1 /Q2 2009 (2) PRICE PDC-2 3 VCR-7 PFS B12 TITUS PCS-2 3 AG-75 TRM 26 SD-3 KRUEGER 6502 23 PRN-100 5HCF23 BRITISH WHITE THREE WAY BLOW PATTERN (3) PRICE PDC-2 3 VCR-7 PFS B12 TITUS PCS-2 3 AG-75 TRM 26 RD-1/RD-2 KRUEGER 6790 (NON DUCTED RETURN) 23 - 5HCF23 BRITISH WHITE (4) PRICE PDDR (NON DUCTED RETURN) 3 - PFS B12 TITUS PAR (NON DUCTED RETURN) 3 - TRM 26 RD-2 KRUEGER 6290 (DUCTED RETURN) 23 - 5HCF23 BRITISH WHITE (5) PRICE PDDR (DUCTED RETURN) 3 - PFS B12 TITUS PAR (DUCTED RETURN) 3 - TRM 26 TG-1/RG-1 KRUEGER S85 _ SURFACE - - BRITISH WHITE (6) PRICE 585 SURFACE - - B12 TITUS 25RL SURFACE - - 26 TG-2 KRUEGER 6290 (DUCTED TRANSFER) 23 - - BRITISH WHITE (7) PRICE PDDR (DUCTED TRANSFER) _ 3 - - B12 TITUS PAR (DUCTED TRANSFER) 3 - - 26 SR-1 KRUEGER 880H VARIES OBD - BRITISH WHITE ONLY USE FOR RECTANGULAR DUCTWORK (8) PRICE 520L VARIES D - B12 TITUS 300RL VARIES AG-15 - 26 SR-1/SR-2 LINDAB RGS-3 DUCT _ EXT - GALVANIZED 'EXT' IS THE AIR EXTRACTOR (9) PRICE RDR DUCT AS - GALVANIZED AS IS THE AIR SCOOP TITUS S300FS DUCT ASD - GALVANIZED 'ASD' IS THE AIR SCOOP DAMPER PROFESSIONAL STAMP: 0 R 6--N, '9 ` GIST E,M i '''' , , .,'•: AL \ \ c,/, OVG11•1 'CP -,.""w..•-"° / A TEMPORARY PERMIT TO PRACTI E IN OREGON HAS BEEN GRANTED TO JUSTIN RONALD HARDY VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: AS NOTED DRAWN BY: HHT A&E JOB NO.: 20080475.5 SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: m 2 ... 0 a , . NEW STORE/ FULL GUT , TO S.A. INSULATED MAIN ROUND DUCT \N\ ; ._,.._. \ 1 TAPE & STRAP FLEXIBLE DUCTWORK _{40VA., 24VAC/120V TRANSFORMER 120VAC WIRING --\ CONNECTION (TYPICAL) ,,. S \ — I PLACE DUCT HANGER STRAP BEFORE BEND — S ___,... ,.,_,....., INSULATED FLEXIBLE DUCTWORK ADJUST GAP INC. 24VAC WIRING C---- ,____„. N LENGTH 1OFT MAX. CORPORATE ARCHITECTURE // \ 1 101 901 CHERRY AVENUE 1 \ RADIAL DAMPER — PROVIDE MIN. SAN BRUNO, CA 94066 0 i ' S 5 ® DAMPER 1 ) ONE DUCT DIAMETER TO DIFFUSER --.. .,,.s... ._ --- STORE NO.: 9643 0 1 S S \\ i STORE NAME: WASHINGTON SQUARE 0 ,' S S C7 . '--- —-/ , I \ STORE LOCATION: T—STAT ..._,/i GAP KIDS/BABY, SUITE W14 'I I SUPPLY DIFFUSER WITH LAY—IN PROVIDE STEEL FRAMING :_. 9677 SW WASHINGTON SQUARE RD. FRAME AND ACCESSORY STEEL MOUNT AROUND OPENING AND] NOTE: ADAPTOR FRAME FOR GYP. BOARD SECURE TO TIGARD, OR MINIMUM CONTROL WIRING SIZE IS 22 CEILING STRUCTURE. 97223-4452 AWG FOR LESS THAN OR EQUAL TO 36' AND 18 AWG FOR 100' OR LESS GYPSUM BOARD CEILING GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: NOT TO SCALE NOT TO SCALE 08/11 /08 CONTROL DAMPER DETAIL 300 DIFFUSER MOUNTING DETAIL i oo OPENING Q1 /Q2 2009 EXTRACTOR DUCT FLOW I 1/-111.°' MOUNTED SUPPLY A DIFFUSER 10 il MIMILYE r_ Pip SPIRAL MAIN DUCT OFFICE/RESTROOM WALL —CIE Z----FACTORY WIRES TO FIELD WIRES PLAN SECTION e 6'—O" CONNECT A.F.F. 013'-0" TO 15'-9"A.F.F. IN APPROPRIATE 0 ADJUST THROW OF VERTICAL BLADES FOR 1/3 OF AIR STRAIGHT AND 1/3 OF JUNCTION BOX. AIR TO 45 DEGREES RIGHT AND 1/3 OF AIR TO 45 DEGREES LEFT. 0 FOR SUPPLY REGISTERS 13'-0" TO 15'-9", ADJUST THROW OF HORIZONTAL ‘0111< BLADES FOR 1/3 OF AIR STRAIGHT AND 2/3 OF AIR TO 22.5 DEGREES DOWN. 0 FOR SUPPLY REGISTERS 16'-0" & HIGHER, ADJUST THROW OF HORIZONTAL BLADES FOR 1/2 OF AIR STRAIGHT AND 1/2 OF AIR TO 22.5 DEGREES DOWN. PROFESSIONAL STAMP: FLOW METER —/11 ..,.... 11 1 . .1 -/:•"<<, NOT TO SCALE I‘5%v .%',."?.*1 .... 1 I DUCT MOUNTED REGISTER DETAIL loi o .A.IG4, .Q. ‘,- ,........-- i 1B"ALFLUVLAL2RT 12"X12" A TEMPORARY PERMIT I PAC ICE IN OREGON HAS BEEN GRANTED TO AIR DUCT TRANSFER GRILLE JUSTIN RONALD HARDY VALID ONLY 1" CLOSE RETURN (RD-2) OR (TG-1) UNTIL OFFICIAL ACTION IS TAKEN ON BRANCH OUTLET - NIPPLE" -' .------ TRANSFER (TG-2) RETURN GRILLE 11/12/2008 FOR OREGON REGISTRATION. GRILLE WITH LAY—IN (RG-1) ARCHITECT INFO: I FRAME AND ACCESSORY STEEL MOUNT ADAPTOR .. METAL STUD FRAME FOR GYP. BOARD ; SUPPORT OR GreenbergFarrow CEILING FRAMED WALL ........,.-- HOLE SIZE 1"--/ 1430 West Peachtree Street, N.W. CENTERED. CEILING LINE / .3,-.-„-....;.,-.--... 410" Suite 200 CHILLED WATER PROVIDE STEEL FRAMING AROUND OPENING AND SECURE TO STRUCTURE. oll■ i -:I/0. :: . Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: _. SUPPLY PIPE ..._i 17--- LANDLORD/PERMIT/BID 11/13/08 MINIMUM MINIMUM DOWNSTREAM UPSTREAM :' ■ :' STRAIGHT RUN STRAIGHT RUN SCALE: AS NOTED DISTANCE DISTANCE OFFICE/ Er' STOCK/ DRAWN BY: HHT I.-. 10" TO ANY 40" TO ANY RESTROOMS i.i.. J VESTIBULE A&E JOB NO.: 20080475.5 VALVE, ELBOW, VALVE, ELBOW, 11.PP SHEET 'TITLE: FITTING, ETC FITTING, ETC !r•ff MECHANICAL DETAILS 21 t SHEET NUMBER: ivi 2 ._ 1 FLOW METER INSTALLATION DETAIL NOT TO SCALE 301 TRANSFER/RETURN AIR GRILLE DETAIL N11(0)1-2 TO SCALE NEW STORE/ FULL GUT .„ •,,, -t, ,,‘ HVAC CODED NOTES i , \\\\\ ''' , \ 100 PLACE "AS—BUILT" MECHANICAL DRAWINGS IN DRAWING „'\\\\ \ \ \ TUBE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GAP INC. (101 DASHED LINE AROUND HVAC EQUIPMENT REPRESENTS CORPORATE ARCHITECTURE SAVENUE MANUFACTURER'S RECOMMENDED CLEARANCES FOR CHERRY CA EQUIPMENT MAINTENANCE. IT IS THE MECHANICAL SAN N BRUNO, CA 94066 CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SERVICE STORE NO.: CLEARANCES THE FULL HEIGHT OF THE UNIT IN THIS 9643 AREA AND TO PROVIDE ACCESS TO THESE AREAS ••- SUBJECT TO G.C.'S APPROVAL. SHOULD FREE AREA NOT STORE NAME: WASHINGTON SQUARE 0 • w _ BE AVAILABLE, CONTACT G.C.'S FOR FURTHER 101 ��-.0.:� �;. w:: ��-. � `�....c,�:� �•, _:: �:.. �:: INSTALLATION REQUIREMENTS STORE LOCATION: 7W ::: .: (300) PROVIDE PROGRAMMABLE THERMOSTAT IN THIS LOCATION. GAP KIDS/BABY, SUITE W14 AHU MOUNT CENTER OF THERMOSTAT 48” A.F.F. 9677 SW WASHINGTON SQUARE RD. 2 (301) TIGARD, OR . . REMOTE TEMPERATURE SENSOR. CONFIRM EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. INSTALL 97223-4452 „ . ......, :. • CONTROL WIRING IN CONDUIT. ATTACH SENSOR TO ri........77-7- • ::: . . GAP PROD I D 0000044301 52/22 ROUGHED—IN ELECTRICAL J—BOX. •� I ::. I ; OUTDOOR AIR • DUCT UP • PROTOTYPE V9 DATE: (400) CONNECT TO EXISTING CHILLED WATER PIPING IN THIS 1 i LOCATION. VERIFY EXACT LOCATION OF PIPE IN FIELD 08/1 1 /08 i i..:::: AND ADJUST PIPE ROUTE ACCORDINGLY. ALL NEW �) CONDENSER WATER PIPING SHALL BE INSTALLED TIGHT OPENING Q1 Q2 2009 TO STRUCTURE ABOVE. /•• i= .-:: 307 102 (401) INSERTION TURBINE FLOW METER FM-1 IN THIS i 301 LOCATION. MAINTAIN MINIMUM UPSTREAM AND II: k 2_5• •I i; is AHU-2 52 22 DOWNSTREAM STRAIGHT PIPE RUN DISTANCE OF 24" i i .:.;:::; RELIEF ALR,-:�- FROM ANY VALVE, ELBOW OR FITTING. FOR SCHEDULE DUCT UP PIPE, PROVIDE NPT THREADOLET CONNECTION. `" "` "`" ""`"`" " "` ` ` "```" FORTYPE M COPPER PIPE, PROVIDE NPT BRAZED TEE Cfl ,. .. �;.. � +► i.: :. ; H:.......................................... Co FITTING. SEE DETAIL 301/M2-1. 4 :• 4t�9 ��::: I •I (402) -400 :.: �. SEE �� ` ? � '4'' E T / SHEET M2-5a FOR DETAILED PRODUCT SPECIFICATIONS . -m _„ . M ' SEE DETAIL 300/M2-5d FOR DETAILED MOUNTING ::;; S. >:: . : :: 4�9 " - (403) IMMERSION TEMPERATURE SENSOR WTS-1 IN THIS ...................:::::::::::...........::::::::::::..... -•:;•.•;.::•.:• Q .<:,;<.:_;.,<,:_,:. •;.: :;:rriial rrii!rrrii!•rrii!!r�ii�zriii.�r�iiizrri��:; :.. `: M LOCATION. FOR SCHEDULE 40 PIPE PROVIDE 1/2 NPT I (TOO) ]] THREADOLET CONNECTION FOR TYPE M COPPER 1 I I 100 PROVIDE 1/2" NPT BRAZED TEE FITTING. SEE SHEET ] M2-5a FOR DETAILED PRODUCT SPECIFICATIONS, AND• 1 • • DETAIL 303/M2-5d. ]L CD-1 307 (404) TEMPERATURE DISPLAY MODULE TDM-1 IN THIS • . 1! S U-1 H 4" EXIS NG : 01 , 2-5• M2-5a FOR DETAILED PRODUCT • 3 LOCATION SEE SHEET M CHILL WA ::::::: :......:..:,:: SPECIFICATIONS. SEE DETAIL 301/M2-5d FOR DETAILED '.: SUPPLY -'• \_4" EXISTING i �7� t�v � I ; MOUNTING INSTRUCTIONS. I:. 1 CHILL WATER i ;..: $. (405) EXISTING CHILLED WATER PIPES TO REMAIN. DO NOT RETURN RELOCATE. VERIFY EXACT LOCATION OF PIPES IN FIELD. ...........:... ....:::::.:. (406) NOT USED. : cwR =.: 4 NOT USED. .. . . . . :::�:I� � I::: ..� _ (407) P - 408 NOT USED :: —CD-1 (409) GATE SHUTOFF VALVE. NIBCO MODEL T-111. AHU-1 402 AHU-2 (300\ (' PROFESSIONAL STAMP: R /� AHU 404 ,< c�sT "FO it� 1 � ' � Q FNG`N� "k (/,„._----„ ,„ \\ . SURVEY INFORMATION \s\\:::,:,.... P; av SPACE IS LOCATED ON LEVEL. 1_OF_1 A TEMPORARY PERMIT TO PRA TICE ED 1ôi ..-.. IN OREGON HAS GRANTED 100 MECHANICAL PLAN AHU FINISHED FLOOR TO BOTTOM OF DECK ABOVE IS APPROX 17'-10" ,_ JUSTIN RONALD HARDY VALID ONLY 2-3- 1/8" = 1'-0" UNTIL OFFICIAL ACTION IS TAKEN ON FINISHED FLOOR TO BOTTOM OF LOWEST STRUCTURAL MEMBER 11/12/2008 FOR OREGON REGISTRATION. N �� (STEEL OR CONCRETE BEAMS) IS APPROX 16-1" ARCHITECT INFO: FINISHED FLOOR TO BOTTOM OF JOIST IS APPROX 16'-1" ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED OreenbergFarrow ON THE DRAWINGS. 1430 West Peachtree Street, N.W. NOTE: CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD Suite 200 PRIOR TO BIDDING WORK. ANY CONDITIONS THAT AFFECT THE Atlanta, GA 30309 INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE BROUGHT TO t:404 601 4000 f:404 601 3980 THE ATTENTION OF G.C.'S CONSTRUCTION MANAGER OR BE INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ISSUE TYPE: ORDERED PRIOR TO APPROVAL BY G.C.'S CONSTRUCTION MANAGER. LANDLORD/PERMIT/BID 11/13/08 SPACE WAS NOT SURVEYED: DESIGN BASED ON LANDLORD INFO SCALE: AS NOTED DRAWN BY: HHT A&E JOB NO.: 20080475.5 SHEET TITLE: MECHANICAL PLAN AHU SHEET NUMBER: m 2 „.... 3 a \ . NEW STORE/ FULL GUT .......„......... :: Y .- fa•••,,. .:: rk, • \\\\i\ ,.. 0..:: ::.:. :•.' .i...::•••:'.:•..::.' :. :: AHU) ca .. .. . . K 2 i \\\ TG-1 --• :: . , qw • 46"x22/ •• .. .• ...• . . . • • • 16/14 . .... ... - 1><1': ::•*•••• ::•••„:::: :., f: •:..:. :.: :-•:: , HVAC CODED NOTES , . ....• •,._. m ,..„ :, " .. .• :\\,,,_ \ , N 302 • - . " '•• (100) NOT USED. (400) CONNECT TO EXISTING CHILLED WATER PIPING IN THIS , • ;: ;,. ,, , .. :: :: :: :: •..• , :: ::,. 161 • : LOCATION. VERIFY EXACT LOCATION OF PIPE IN FIELD AND , ‘: L2.L.:::::::::: ::••••H• I__ ____ ____ _7_ ____ ____ ___ __________ 44/1E,__ -_t , .:: ::::: ADJUST PIPE ROUTE ACCORDINGLY. ALL NEW CHILLED WATER •• , • .....--'-- (101) DASHED LINE AROUND HVAC EQUIPMENT REPRESENTS • • . ... ........„ • M2-3 • :A PIPING SHALL BE INSTALLED TIGHT TO STRUCTURE ABOVE. 12/18 GAP INC. MANUFACTURER'S RECOMMENDED CLEARANCES FOR EQUIPMENT • • :: :,,:-•, ,,,,,.....::: ..i.... ...:: •_ .-• , „ c4 fl • • - - - • > 1 -Zr',) , . , ..... . ..• .... • _ _...--- • .., ...../ pplirw1W. c4 i .., .. - . : /-",.--- ----- — -- MAINTENANCE. IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SERVICE CLEARANCES THE FULL ... , :. , „ . . . . . !: . CORPORATE ARCHITECTURE . ......... HEIGHT OF THE UNIT IN THIS AREA AND TO PROVIDE ACCESS (401) INSERTION TURBINE FLOW METER FM-1 IN THIS LOCATION. , TG-1 901 CHERRY AVENUE . 4138) Ill I 1 ••: TO THESE AREAS SUBJECT TO G.C.'S APPROVAL SHOULD FREE MAINTAIN MINIMUM UPSTREAM AND DOWNSTREAM STRAIGHT PIPE :: :: :: 12"x20" SAN BRUNO, CA 94066 :01------"-----„1:: 11---1 :: • . . . . . . : ::....................... co ;i AREA NOT BE AVAILABLE CONTACT G.C'S FOR FURTHER RUN DISTANCE OF 24" FROM ANY VALVE, ELBOW OR FITTING. , •• """"••" - .J: . ... INSTALLATION REQUIREMENTS. FOR SCHEDULE 40 PIPE, PROVIDE NPT THREADOLET • " • . . . . . . . . . . . . . . STORE NO.: 9643 . .:: ::::::lcli .. .: ? :: -: :: :1 -:-.:: • • • • CONNECTION. FORTYPE M COPPER PIPE, PROVIDE NPT : • .. II H H ;.• . -,. BRAZED TEE FITTING. SEE DETAIL 301/M2-1. :: I .. . ../ • . ••• • . ••• . .: : . . 21 . • • . __ 1 .1.1'' (102) CONTRACTOR TO PROGRAM HVAC EQUIPMENT THERMOSTAT, (402) FLOW DISPLAY MODULE FDM-1 IN THIS LOCATION. SEE SHEET STORE NAME: WASHINGTON SQUARE 11 1..: 1..1....::: ..... 11:'...:*: ...:..: -itilk7. :1 .,: .,, ., . 30 :: INITIAL OPERATION HOURS AND TEMPERATURE SET POINTS. M2-5a FOR DETAILED PRODUCT SPECIFICATIONS. SEE DETAIL .. „ . . .. . ..• .: .: •:..:•; ...;:: •::••'• STORE LOCATION: ::401.: .. K403 1:..: ' .'.'.•':.•:; ' :, ,-- • . ADJUST OPERATIONAL HOURS WHEN OBTAINED BY GENERAL CONTRACTOR. SEE SHEET M2-5g FOR THERMOSTAT 300/M2-5d FOR DETAILED MOUNTING INSTRUCTIONS. . . . . . . • • : : : : : . . . . . . . . . GAP KIDS/BABY, SUITE W14 \:: .::::::: - , - :: , ..:::::::: .- L...____... .--0.2i..7 -:...._____..-_____...._.... ...._:: ...._-.:... .... .... ....-::: ....i . . :: : ,: : : :„.......,:...: PROGRAMING INSTRUCTION, SET POINT AND OPERATION HOURS. (403) IMMERSION TEMPERATURE SENSOR WTS-1 IN THIS LOCATION. ..... ..... •••• ..,.......:::::: . . . . FOR SCHEDULE 40 PIPE PROVIDE 1/2" NPT THREADOLET .. ...-••••-• 9677 SW WASHINGTON SQUARE RD. „...: _-- . : ::: :•••••• .••.: :.••• • • • CONNECTION. FOR TYPE M COPPER PROVIDE 1/2" NPT '::::,T.:........:.::•••••••••::::: 0::: •••••••••:•:T:i'::.:: .. , . .. „ . . . . ... .. • TIGARD, OR AHU C) (103) NOT USED. BRAZED TEE FITTING. SEE SHEET M2-5a FOR DETAILED ....--• „.........:: 97223-4452 :: :: MI PRODUCT SPECIFICATIONS, AND DETAIL 303/M2-5d. .....: . : ............ 1 (104) NOT USED. 403 . . , . • • . . ,. " (404) TEMPERATURE DISPUkY MODULE TDM-1 AND TDM-2 IN THIS I 102 (105) NOT USED. LOCATION. SEE SHEET M2-5a FOR DETAILED PRODUCT SPECIFICATIONS. SEE DETAIL 301/M2-5d FOR DETAILED MOUNTING INSTRUCTIONS. 401 , , , . • _________ .. • . . . . . . . . . . : : : . . . . . . • • • iau_.y--N_____._ GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: M2-3 (300) TCS BASYS SZ1051 PROGRAMMABLE THERMOSTAT. THE (405) EXISTING CHILLED WATER PIPES TO REMAIN. DO NOT RELOCATE. .................:. ............................................................... MOUNTING HEIGHT SHALL BE 48" A.F.F. CONFIRM EXACT VERIFY EXACT LOCATION OF PIPES IN FIELD. : : 08/11 /08 LOCATION WITH G.C. PRIOR TO ROUGH-IN. (406) FIELD VERIFY EXACT LOCATION OF 4" CWS & CWR MAINS. IF _ _1 il .:i:, i \ OPENING Q1 /Q2 2009 (301) NOT USED. FIELD LOCATIONS OF CDWS & CWR CONFLICT WITH AHU-2, THEN PROVIDE BID ALTERNATE TO OFFSET THE 4" CWS & CWR 100 MECHANICAL PLAN AHU-1 (302) SUPPLY, RETURNA, AND OUTSIDE AIR DUCT CONNECTIONS TO MAINS AS SHOWN. • . .i: II AHU SHALL BE FULL SIZE OF EQUIPMENT OPENINGS AND ....:::::: . \ 2- / = 1'-0" PROVIDED WITH FLEXIBLE DUCT CONNECTIONS. ELBOWS SHALL (407) PROVIDE A NEMA 1 18"x18" HINGED TRANSFORMER CABINET AT -,c !Al■ HAVE DOUBLE THICKNESS TURNING VANES INSTALLED. THIS LOCATION. MOUNT CABINET WITH CENTER AT 48" kF.F.. •••.•••.•.•••-•••. .:::::: v:.., .. REFER TO DETAIL 300/M2-3b. 00: ,• :•••: :: ••..... :::: •:••••••••- . .. .. ... .....••••••••---. .......... (408) FACTORY PROVIDED EXTERNAL MOUNTING KIT. REFER TO .••:-..•••••::::•:::.•':.•••.: ..... :• ,•• • .: • . . :: , : . :::. :::: 1 :: -:::•••••••••••-•-•-•:: :: • • 01 : -••••••--------:-: :!.....:: :. •:::,::.::c:::•1 STRUCTURAL FOR HANGERS AND CONNECTIONS TO STRUCTURAL ,• .• ..,:: :.,..:: M2-3 :'. ."•••:.,••'"' :0 0 :::: MEMBERS „ . •• ••••F:i 71-.4 eN .1-.•.---...:::::•„::-.. FArr (409)> GATE SHUTOFF VALVE. NIBCO MODEL T-111. 101 MECHANICAL PLAN AHU-2 2-3b 1/4" = 1'-0" .... ....., (.5'....':: „••••y ,:: : .• i :• \ . . . • .. • :: • • . . .: • - . :• .. ., • \ / 52/22 .. : •.•. PROFESSIONAL STAMP: 0 " •• .. •. i RELIEF AIR ..;:., .. . • • ..,•••••••\.: ., •-:,: :• • til DUCT UP ':. ce) ,:i• :..... ..../ , +.°'str: __ :. • .• : : : , 302 :::::'-:•::..::, . . .. : ,----, ., • • • .• : • 407) TRANSFORMER :•,:::::„ .:: , . : :: ---,:•••.. :•• M2 -5. CABINET WITH • • 4 _ . • .. • 6'1VGiN- 4‘ : •• 326 300 TERMINAL STRIPS FOR ' • • •: .. , .....LA..... ••• 02 300 PROGRAMMABLE 77N Fk• . •v i' AHU-1 .i: .:.! i qi17.WV: AHU-2 ••1 THERMOSTAT INSTRUMENTATION, CONSISTING 'NI • . .... 409) _ I :::: ..... 404 TEMPERATURE (402)FLOW METER OF 120VAC STRIP, NEUTRAL 1 . • A - ••....... 142-5. DIGITAL DISPUW .••••• •• DIGITAL DISPLAY, STRIP, AND GOUNDING BAR 11 I) e 400 40 •..• .:i. ... . ...: • •. TOM-1 & 2 CONTROL : „ • • FDM-1 WITH DEDICATED GROUND. A TEMPORARY PERMIT TO PRACTICE i : Ilr : ...... . . .. . • .: . . ....... . ....... . DAMPER .: IN OREGON HAS BEEN GRANTED TO .•.: •••• : „ ..-- • DIGITAL METEDISPRLAY, : • • • : . 4r MZ-5. RECEPTACLE FOR HVAC — .: —7......—...::::::... 4 . :. • „ INSTRUMENTATION. UNTIL OFFICIAL ACTION IS TAKEN ON • ... 11/12/2008 FOR OREGON REGISTRATION. . ! ...................................:..........,i ■,,,, ■...4 ..• :.• . ___ ___ ___ . :. . . . .. ::• : : ..••• . - ____ . . •:.--:•• .:,:: •:. ..f.::::,:-:,,,. • :::: .., .. ... . . ... ......................••••••••••Ii..... y PROGRAMMABLE 300 ARCHITECT INFO : : • .re.aimi 4 .. . .. : : ... .. ..... .. , .. I THERMOSTAT ,405 ..400-...... . .. •::------::-•-•:: :: .: .: :. .: : „ :: :: :: :: . .. El :•:::'...' A(AHHUU--21)1 ll" .: . • : , i' ,ii ii i: :iiii . . ,... ... .. .. - * (i02 • . .. GreenbergFarrow . :. , , 409.) El El El 0 --.. :: ii - . ::: : . :::, .•.: :: . • . , ::::.: • :: • , CONTROL ::•:••:„ : ........ :III il• ::i•••• :: : :::::: :::::: : : . .••• . . ' • .• . 1 • . .• 1430 West Peachtree Street, N.W. . • . ... .. . - • :. • :. :.: . .. • ::.........::..]:. : ....I.... ...]••.. ;:.: ' : .. .s• ...: : : . .. LS THERMOSTAT, Suite 200- DAMPER :: :: . .•• .•• ::•-•::::.:.•:.: :,•••••••:•:.: '::: CD-1 Atlanta, GA 30309 ..•••• .. .•••* . ...- • : . . . ... :. :: t 404 601 4000 f 404 601 3980 •.,, . .....--••• • .:. ,.•••••.: : :: . . , .. .• .:: ISSUE TYPE: : ;;,......... ............,....,.. . . . . . : ,•• : .,.. . . . LANDLORD/PERMIT/BID 11/13/08 •• ••••••••••• „ ::: . .. . . ,• .• ::: , I 300 :•• ::•• :• • • iii .........:,...:,. • 10 " • •••• 2-3b 407 TRANSFORMER SCALE: AS NOTED • .: :. CABINET (400) 1 (406) .. .. : : : : : . . , ; ELEVATION DRAWN BY HHT (404)TEMPERATURE , . .. • 4" EXISTING :, • ::, .: .., : ,•• DIGITAL DISPLAY, A&E JOB NO.: 20080475.5 4 EXISTING _____ K--- ::::. : : ..• :: ::, :::::: TDM-1 AND TDM-2 CHILL WATER CHILL WATER : : • • • - SUPPLY : RETURN :/.:".1 , .. ..: .. SHEET TITLE: • ' •• . . ENLARGED MECHANICAL . : . ,:-•,:.:,.. .?„, :: :••• PLAN . : • ::, ::. • : • .• - •:. 102 MECHANICAL PART PLAN 300 , MANAGER'S OFFICE CONTROLS DETAIL 1 2-3b 1/4" = 1'-0" 2-3b 1/4" = 1'-0" SHEET NUMBER: m2 1111111111111111111111111 3 b . . NEW STORE/ FULL GUT , \ \ : „,.. BOD AT 17'-10" 302 BUD AT 17'-1•0" 16"X40" RA LOWEST STRUCTURE 302 22"X46" 22"X46" 302 AT 16'-1" (BEYOND) 24"0 SA LOWEST STR •CTUR� ` IL I 7r-1 - AT 16'-1m (BEYOND) \ , Q D a r s • ii , : . • .• � i 24"X20" OA GAP INC. 0-r j " „. p. 24"0 SA CORPORATE ARCHITECTURE 1 1" 20X24 ;OA 901 CHERRY AVENUE :::: CA 94066 (400) 408 .. 408 :, :: 943 :: :::::: :::.::::::::::::;:::::::::::::::::::::::::;:::::::;::::::::::::::::::::::: STORE NAME: WASHINGTON SQUARE • SECONDARY DRAIN PAN. SEE DWG. STORE LOCATION:••• M2-4a GAP KIDS BABY SUITE W14 • (401) KIDS/BABY, SECONDARY DRAIN WASHINGTON N GTON SQ ARE •• PAN. SEE DWG. 9677 SW WA U RD. • REMOTE M2-4a TI GARD, OR STOCKROOM MANAGER'S OFFICE (401) MANAGER'S OFFICE • 97223-4452 • GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: 08/11 /08 OPENING Q1 /Q2 2009 102 MECHANICAL SECTION AHU-1 103 MECHANICAL SECTION AHU-1 2-3 1/4" = 1'-0" 2-3 1/4" = 1-0" HVAC CODED NOTES (300) NOT USED. (400) ROUTE SEPARATE 1" CONDENSATE DRAIN LINES, ONE (406) NOT USED. FROM THE AIR HANDLING UNIT COIL DRAIN CONNECTION 0301 NOT USED. AND ONE FROM THE AUXILIARY DRAIN PAN CONNECTION, AND TERMINATE INTO DRAIN POINT INDICATED ON THE (407) NOT USED. PLUMBING PLAN ON SHEET M3-0. (408) FACTORY PROVIDE EXTERNAL MOUNTING KIT. REFER TO 302 ) SUPPLY, RETURN, AND OUTSIDE AIR DUCT CONNECTIONS (401) CONDENSATE DRAIN PAN. REFER TO DETAIL INDICATED. STRUCTURAL FOR HANGERS AND CONNECTIONS TO STRUCTURAL TO AHU SHALL BE FULL SIZE OF EQUIPMENT MEMBERS OPENINGS AND PROVIDED WITH FLEXIBLE DUCT 402\ NOT USED CONNECTIONS. ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES INSTALLED. C403> NOT USED. 404) NOT USED. (405) NOT USED. PROFESSIONAL STAM" 0 B e 7N -9 18"X 12" RA 12"X18" RA - �� ', , 10 / 1. BOD AT 15'-1" <30... " 3{32 NG IN Q',• BODAT 15 -1 T: " " /N R L STRUCTURE—: .:::..::::.::::: (302 .:�::..:::.::::.. :::::::-:::..::::.::::.::�::::.�.::�::.::�::.::::::::::�:.::�:::::::::::::::::::.�::::::::::::::::::::::::.:::::::::::::::::::. .::::::::::::::.::::::::::..�:::::::::::::::::::::: LOWEST STRUCTURE : ::::::::::::.:.::::.:::::::::::.:::.::::::::::::::::::::::.::::::::::. .::::..:..::::::::::.::::::::::::.:::.:::.:::..:.::::::::::::::::::::::.::::::::::::::::::::.:::::::::::::::::::::::::,:::::::::::::.::: • 12 X20 Y AT 14'-0" (BEYOND) 14"0 SA ,, AT 14'-0" (BEYOND) =i �� 3 �� A TEMPORARY PERMIT TO PRA I E ) ....-. 16"X14" OA � " IN OREGON HAS BEEN GRANTED TO ---,. ._---� 14 0 SA I JUSTIN RONALD HARDY VALID ONLY EB �� " UNTIL OFFICIAL ACTION IS TAKEN ON _ _ �i 16"X14 OA �D1_ r —, ---,—:-� _ _ , � 11/12/2008 FOR OREGON REGISTRATION. (4°0�1" - - ARCHITECT INFO: 408 408) OreenbergFarrow SECONDARY DRAIN SECONDARY DRAIN 1430 West Peachtree Street, N.W. PAN. SEE DWG. PAN. SEE DWG. Suite 200 `• �� M2-4a ... .. ... . M2-4a Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 (401) 401 C > • • • ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 • SCALE: - :. ... .. :... _._ ............................ AS NOTED DRAWN BY: HHT A&E JOB NO.: 20080475.5 SHEET TITLE: 10o MECHANICAL SECTION AHU-2 1o1 MECHANICAL SECTION AHU-2 ENLARGED MECHANICAL - 2-3 1/4" = 1-0" 2-3 1/4" = 1'-0" SECTION SHEET NUMBER: m 2 ...._ 3 c NEW STORE/ FULL GUT \ ' ,. FLEX \\'\\ CONNECTION 12/18 RA. .;:.. \\N AIR MIXING MODULE � , .,. FILTER MODULE MOTORIZED DAMPER ' 24/20 OA . ::::..;...;.:::. AIR BLENDER MODULE 1.. 4 OA AIR MIXING MODULE :16/ ARCHITECTURE 901 CHERRY AVENUE . Ni‘ ELECTRIC HEAT MODULE :: FILTER MODULE BRUNO, CA 94066..,,,,,, ,;,,, SAN BR :..:.. .. >:.>, STORE . .-: AIR BLENDER MODULE 9643 . - 4iii%,„ . . ... .... , .... :- ACCESS MODULE ELECTRIC HEAT MODULE STORE NAME: WASHINGTON SQUARE ......: L : _ > STORE LOCATION: GAP KIDS/BABY, SUITE W14 �, COOLING COIL � �, ... :...:... 40/1 6 RA : ;: • ACCESS MODULE 9677 SW WASHINGTON SQUARE RD. • .... CONNECTION ....:; . ::.: �� COOLING COIL ARD, OR / ''S cry 97223-4452 ` =' GAP PROD. I.D.: 0000044301 MOTORIZED DAMPER FAN : : 17"x17» : PROTOTYPE V9 DATE: PROTOTYP OPENING ��•� ..:.r: .': 08/11 /08 ::: --••�- �� OPENING Q1 /Q2 2009 :::::::. OPENING AHU 1 <c ,/ PE NG ::::::::::: 24" AHU-2 �' ... : :;; ,:-: . S.A. 4\1444.40 .. ... . . .. `S.A. c vS.... 4.01 :..„ .. .. FAN —FLEX CONNECTION 14" FLEX CONNECTION AHU ISOMETRIC DIAGRAM - AHU-1 - MCCB008 1/2" = 1'-0» AHU ISOMETRIC DIAGRAM - AHU-2 - M B 1/2" - 1.-0" 300 CC 00 301 AHU CASING MOUNT SENSOR TO ,,.. EXTEND AND CONNECT TO BUILDING STRUCTURE INDEPENDENTLY OF THE AIR SIDE OF DRAIN PAN HANDLER. PROVIDE APPROPRIATE WITH SHEET METAL ATTACHMENT MEANS TO SUIT BUILDING AHU CHILLED SCREWS. SEAL ALL 6" MIN. ALL SIDES STRUCTURAL CONDITIONS. WATER COIL JOINTS WATERTIGHT. \ OF AIR HANDLER \ AND INTERNAL (NTS) PROFESSIONAL STAMP: DRAIN PAN EXTEND TO SANITARY DRAIN. OUTER EDGE OF AHU 0 R 1 " COPPER REFER TO SHEET M3-0 FOR 1/4" ALL-THREAD ROD WITH _ �' sT. '� , . _ 4 DRAIN LINE TERMINATION POINT. NUTS AND LOCKWASHER FOR 1/2" / t ADJUSTING HEIGHT AND SLOPE �� o 2 OF PAN. INSTALL ONE (1) AT - �'' , ii 1/2" - - EACH CORNER OF THE AHU. s. \ r/ -- • R ATTACHMENT PLATE AT EACH T Ri SUPPORT TO BE 1 WIDE x 3" 1" PA 13 1 AT N A TEMPORARY PERMIT TO PR T CE LONG WITH FULL GUSSETT ON _ HIGH POINT IN OREGON HAS BEEN GRANTED TO 61 (3 t EACH END (WELDED) "" JUSTIN RONALD HARDY, VALID ONLY 8" UNTIL OFFICIAL ACTION IS TAKEN ON LIQUID SENSOR. REFER TO - 11/12/2008 FOR OREGON REGISTRATION. SCHEDULE FOR FURTHER ' 2" ( . INFORMATION. a- 4" 1 \ SLOPE 1" IN 20' DEPTH ARCHITECT INFO: 1 COPPER 4 TOWARD DRAIN DRAIN LINE GreenbergFarrow EXTERNAL � .- CONDENSATE 1430 West Peachtree Street, N.W. DRAIN PAN EXTEND TO SANITARY N-16 GA. STEEL PLATE. PAN Suite 200 DRAIN. REFER TO SHEET DIMENSIONS TO VARY WITH Atlanta, GA 30309 M3-0 FOR TERMINATION AHU SIZE. t: 404 601 4000 f:404 601 3980 POINT. ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 -- 1"0 x 1-1/2" LONG SCALE: AS NO'r ED SCHEDULE-40 PIPE FITTING DRAWN BY: HHT THREADED ON OUTSIDE END. A&E JOB NO.: 20080475.5 SET INSIDE EDGE OF PIPE LEVEL WITH PAN BOTTOM AND SHEET TITLE: WELD IN PLACE. MECHANICAL DETAILS NOTE: 1. AHU DRAIN PAN SHALL EXTEND 6" BEYOND THE ENTIRE AHU ON ALL SIDES. SHEET NUMBER: CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE NOT TO SCALE 302 AHU SECONDARY DRAIN PAN DETAIL 303 NEW STORE/ FULL GUT /100) \ . N TO PROGRAMMABLE k , THERMOSTAT t ,, CODED NOTES (104)-- 400 101 103 100 HYDRONIC COIL. REFERENCE SHEET M2-Oa SERIES 101 3-WAY MODULATING CONTROL VALVE, REFERENCE (103 fic) os s \N 105 103 GE) SHEET M2-Oa SERIES. 105 ....\\\..\\ (102) BALANCE VALVE (W/ FLOW METER TAPS). BELL & GOSSETT . 108 "CIRCUIT SETT-ER" MODEL CB. C) GAP INC. 110°43 UMANNIOUNAL AIR VENT. KEENEY MODEL 4K. 1 105 TEST PLUG. "PETE'S PLUG" BY PETERSON ENGINEERING. 106 DRAIN VALVE W/ HOSE CONNECTION. 107 BALANCE VALVE 108 GLOBE VALVE. NIBCO MODEL T-211-B. 109 "WYE" STRAINER WITH BLOWDOWN AND HOSE CONNECTION. 103 105 111 (108) ... ,,,,., A141AB f ... ':0 • 1 ':24,.. :. :7--(108) * Ill 114 I 102 Gila110 CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 9643 STORE NAME: WASHINGTON SQUARE STORE LOCATION: GAP KIDS/BABY, SUITE W14 SARCO SERIES "AT". 011 . 9677 SW WASHINGTON SQUARE RD. 110 GATE SHUT-OFF VALVE. NIBCO MODEL T-111. Oe 107 "!- IP I TIGARD, OR 1 1 1 REMOVABLE PRESSURE GAUGE WITH NEEDLE VALVE. WEISS ........„ 11„ MODEL LF4-E-1. boo. 97223-4452 GE) THERMOMETER WELL AND REMOVABLE THERMOMETER. WEISS ,cKr N**.■, <-11:" GAP PROJ. I.D.: 0000044301 MODEL TL5S2. k CONDENSATE DRAIN PAN 106) ".., PROTOTYPE V9 DATE: 114 CONDENSATE TRAP. ■ 44 1 --(112) CHWR 08/11 /08 ... --. 03-9)----'4.- t 118 OPENING Q1 /Q2 2009 GD CIRCULATION PUMP TO FLOOR 110 PROVIDE PIPE SUPPORTS AT INLET AND OUTLET OF PUMP DRAIN 302 GD TO ADEQUATELY SUPPORT PUMP PER MANUFACTURER'S 114 2-4a v-X RECOMMENDATIONS. PIPING SHALL NOT SUPPORT PUMP. (116) FLEXIBLE CONNECTION 1111 116 _ Gip FLOW METER, FM-1 4ID (118) WATER TEMPERATURE SENSOR, WTS-1 C) Sk 116 V PIPE SIZE: X= AHU-1 X=2" AHU-2 X=1-1/4" 111, CI CHWS NOT TO SCALE AHU CHW COIL ISOMETRIC DIAGRAM (3-WAY VALVE) 301 / r-45' Ill / r-20' c35' 1-1/4"-\ NTS NTS / NTS I I; u CWR 1- \--- LANDLORD'S 4" CHILLED WATER MAINS. CONTRACTOR TO VERIFY 1 N._ ..., - - . LOCATIONS. AHU-2 - 1-1/4" 1. CHILLED - WATER ...11-1 CP-2 COIL 1-1/4" :.'; ...... _ C III 0 CWS--- --0--1- ta.1._X-- FM-1 .o v) ,I- ,_.. ,__. : ;---- PROFESSIONAL STAMP: 0 R--" \\\\0/ BALANCE VALVE TEMPERATURE FLOW z z SENSOR METER ii 3—WAY CONTROL VALVE — til 4„, . . # GATE SHUT—OFF VALVE. -;el:s.ir AL. NIBCO MODEL T-111. -- >>.: ci - (---, ,, c,, ,7,-\- d --1 / C/ ''GIN \) 7, <2, OV R V\ w . 0g _1 \ 1 A TEMPORARY PERMIT To PRA TICE m IN OREGON HAS BEEN GRANTED TO Li JUSTIN RONALD HARDY VALID ONLY I- UNTIL OFFICIAL ACTION IS TAKEN ON w t' „, 11/12/2008 FOR OREGON REGISTRATION. cii , . ... ARCHITECT INFO: ' .. 1 vi GreenbergFarrow 0 GATE SHUT—OFF VALVE. z 1, i> NIBCO MODEL T-111. 1430 West Peachtree Street, N.W. Suite 200 ---\ 1- Atlanta, GA 30309 0 t: 404 601 4000 f:404 601 3980 z FL I, i- E: ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 in cn -1 CWR i 2" II _ 1 It 3-WAY CONTROL VALVE SCALE: DRAWN BY: AS NOTED A&E JOB NO.: 20080475.5 NE- z z I SHEET TITLE: _ I -1 0 C-: :'. 2" -Z.- - AHU-1 MECHANICAL DETAILS .;;..i I , - CHILLED " CP-1 HP- WATER j--,.2 COIL .,.., ,...- _ 1 tok 0 1 CWS —0 1-I 0 I FM-1 WTS-X FLOW TEMPERATURE BALANCE VALVE SHEET NUMBER: \ METER SENSOR M 2 — 4 b NOT TO SCALE CHILLED WATER SYSTEM DETAIL 305 NEW STORE/ FULL GUT CONTROL VALVE AND CONTROL OPERATOR SCHEDULE TAG VALVE INFORMATION OPERATOR INFORMATION REMARKS \` EE Ek kip . E ITEM SYSTEM SERVICE MANUFACTURER MODEL REFERENCE DRAWING QUANTITY CONFIGURATION FAIL PIPE SIZE BODY FLOW VALVE DESIGN DESIGN DESIGN VALVE VALVE TYPE CONTROL REMARKS NORMALLY NORMALLY VALVE PRESSURE PRESSURE CLOSE—OFF , N: OPEN CLOSED POSITION CONFIGURATION COEFFICIENT COEFFICIENT DIFFERENTIAL DIFFERENTIAL PRESSURE SIGNAL CV-1 AHU-1 CHILLED WATER INVENSYS VS-7313 VS-7323 M2-5b 1 3—WAY CLOSED 3/4" GLOBE 44.0 GPM CV = 20.0 CV = 17.0 15 PSI 15 PSI 100 PSI ELECTRIC 4-20 mA 1, 2, 3, 4, 7 \ ti CV-2 AHU-2 CHILLED WATER INVENSYS VS-7313 VS-7323 M2-5b 1 3—WAY CLOSED 1-1/4" GLOBE 15.0 GPM CV = 7.5 CV = 6.8 11 PSI 11 PSI 100 PSI ELECTRIC 4-20 mA 1, 2, 3, 4, 7 \, \1/4\\\\\\\\ \\\\N GAP INC. 1. MANUAL OVERRIDE, LINEAR CONTROL, AND MODULATING. 4. OPEN AT 20ma 7. REQUIRES A FIELD PROVIDED 500 OHM RESISTOR. CORPORATE ARCHITECTURE 2. DIRECT ACTING. 5. NOT USED. 901 CHERRY AVENUE SAN BRUNO, CA 94066 3. CLOSED AT 4ma 6. NOT USED. STORE NO.: 9643 STORE NAME: WASHINGTON SQUARE CONTROL DAMPER AND CONTROL OPERATOR SCHEDULE STORE LOCATION: TAG DAMPER INFORMATION OPERATOR INFORMATION REMARKS GAP KIDS/BABY, SUITE W14 RETURN AIR OUTDOOR AIR 9677 SW WASHINGTON SQUARE RD. CONNECTION CONNECTION TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044301 ITEM SYSTEM SERVICE MANUFACTURER MODEL REFERENCE DRAWING QUANTITY FAIL CONFIGURATION DAMPER TYPE SEALS WIDTH HEIGHT WIDTH HEIGHT QUANTITY MANUFACTURER MODEL TYPE CONTROL REMARKS POSITION PROTOTYPE V9 DATE: 38" 17" 38" 17" SIGNAL 08/11 /08 MD-1 AHU-1 OUTSIDE/RETURN AIR TRANE TRAC DAMPER M2-5b 2 CLOSED OPPOSED BLADE CLASS II VOLUME SANOPRENE 38 17 38 17 1 INVENSYS MA40-7153 ELECTRIC 24 VAC 1,2 MD-2 AHU-2 OUTSIDE/RETURN AIR TRANE TRAC DAMPER M2-5b 2 CLOSED OPPOSED BLADE CLASS II VOLUME SANOPRENE 21" 17" 21" 17" 1 INVENSYS MA40-7153 ELECTRIC 24 VAC 1,2 OPENING Q1 /Q2 2009 REMARKS: 1. MANUAL OVERIDE 2, OA AND RA MOD'S ARE INTEGRAL TO THE MIXING BOX. PROVIDE ACTUATORS AS NOTED. 3. NOT USED HVAC INSTRUMENTATION SCHEDULE TAG QTY ITEM SYSTEM SERVICE DESCRIPTION MANUFACTURER MODEL REF. DRAWING REMARKS 2 PCM AHU-1,2 CP-1,2 PUMP CONTROL MODULE KELE UCS-121 M2-5f 2 FM-1 AHU-1,2 CHILLED WATER INSERTION TURBINE FLOW METER ONICON F-1101 M2-5b 10 1 FDM-1 AHU-1,2 CHILLED WATER FLOW DISPLAY MODULE ONICON D-1202 M2-5b 5 2 TDM-1,2 AHU-1,2 CHILLED WATER TEMPERATURE DISPLAY MODULE DWYER TS-2 M2-5b 7 2 TS-1 AHU-1,2 CHILLED WATER TEMPERATURE SENSOR PRECON ST—W81 M2-5b 3 2 TS-2 AHU-1,2 ROOM AIR TEMPERATURE TEMPERATURE SENSOR TCS BASYS TS-3001 M2-5b 2 TS-3 AHU-1,2 DISCHARGE AIR TEMPERATURE TEMPERATURE SENSOR TCS BASYS TS-3002 M2-5b 2 TS-4 AHU-1,2 OUTSIDE AIR TEMPERATURE TEMPERATURE SENSOR TCS BASYS TS-3002 M2-5b 2 PT-1 AHU-1,2 AHU-1,2 PROGRAMMABLE THERMOSTAT TCS BASYS SZ 1053 M2-5b 2 XFMR-1 AHU-1,2 PROGRAMMABLE THERMOSTAT CONTROL TRANSFORMER TCS BASYS PT1400 M2-5d 4, 6 2 XFMR-2 AHU-1,2 CONTROLLED DEVICES CONTROL TRANSFORMER TCS BASYS PT1400 M2-5b 4, 6 2 XFMR-3 AHU-1,2 CONTROLLED DEVICES CONTROL TRANSFORMER TCS BASYS PT1400 M2-5b 4, 6 PROFESSIONAL STAMP: a 2 SD-1 AHU-1,2 SMOKE DETECTION SMOKE DETECTOR FIRE LITE DH100ACDC M2-5b 8 •,, 0 T , k/ M2 5b (cps E , , 2 LS-1 AHU-1,2 CONDENSATE PAN ALARM LIQUID SENSOR EDC (AQUASWITCH) AQS.0066.1 M2-5b 9 1 - t, FE°. '�:cNAL 2 XFMR-4 AHU-1,2 TDM-1 CONTROL TRANSFORMER ALLIED 227-0103 M2-5d 7 \ (.- *' c\iliGINEE¢q.O 1 HR-1 AHU-1 ELECTRIC HEATER HEATING RELAY IDEC RY2S—ULAC24V M2-5b T 1 N R 1 HR-2 AHU-1 ELECTRIC HEATER HEATING RELAY IDEC RY2S—ULAC24V M2-5b A TEMPORARY PERMIT TO PRAC ICE IN OREGON HAS BEEN GRANTED TO 1 HR-3 AHU-2 ELECTRIC HEATER HEATING RELAY IDEC RY2S—ULAC24V M2-5b JUSTIN RONALD HARDY VALID ONLY REMARKS: UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. 1. NOT USED. 6. CAPABLE OF POWERING MULTIPLE DEVICES UP TO A MAXIMUM TOTAL OF 100 VA. 2. NOT USED. 7. 12 VAC. ARCHITECT INFO: 3. PROVIDE WITH STANDARD BRASS THERMOWELL. 8. 24 VAC OPERATION, UL286A LISTED. 4. 120 VAC PRIMARY AND 24 VAC SECONDARY, 100 VA. 9. 24 VAC. 40"5. ONE INPUT AND ONE DISPLAY. 10. MAINTAIN 10" MINIMUM DOWNSTREAM AND 40 UPSTREAM STRAIGHT PIPE RUN GreenbergFarrow DISTANCE FROM ANY VALVE, ELBOW OR FITTING. 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 LANDLORD PROVIDED HVAC UTILITY MATRIX UTILITY PARAMETERS ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 TAG AIR SIDE HOURS OF OPERATION WATER SIDE SUMMER WINTER MONDAY — SATURDAY SUNDAY SCALE: AS NOTED FLOW ENTERING LEAVING FLOW ENTERING ENTERING ENTERING ENTERING START END START END REMARKS DRAWN BY: HHT ITEM SYSTEM RATE TEMP TEMP RATE TEMP TEMP TEMP TEMP TIME TIME TIME TIME (GPM) (DB F) (DB F) (CFM) (DB F) (WB F) (DB F) (WB F) (AM) (PM) (AM) (PM) A&E JOB NO.: 20080475.5 CHW AHU-1 45 47 53 -- -- -- -- -- 8 9 8 8 SHEET TITLE: CHW AHU-2 15 47 _ 53 -- -- -- -- -- 8 9 8 8 AHU CONTROL OSA AHU-1 -- -- -- 3393 77.0 62.3 45 -- SCHEDULES DEXH AHU-1 -- -- -- -- -- 3393 -- -- OSA AHU-2 -- -- -- 1320 77.5 62.9 45 -- DEXH AHU-2 -- -- -- -- 1320 -- -- -- TEXH EF-1 -- — — -- 170 -- -- -- -- SHEET NUMBER: REMARKS: 1. m 2 _ 5 a NEW STORE/ FULL GUT SEQUENCE OF OPERATION \ E ' \ SYSTEM DESCRIPTION ��`� THE AIR HANDLING UNIT CONSISTS OF SUPPLY FAN, FILTERS, COOLING COIL, TWO STAGE ELECTRIC HEATING COIL, AND OUTSIDE AIR DAMPER. THE AHU IS CONTROLLED WITH DIRECT ECT DIGITAL CONTROLS (DDC) AND ELECTRIC ACTUATION. ESCHEDULE THE THERM U SHALL OPERATE IN THE OCCUPIED MODE PER THE SCHEDULE AND WHEN THE \ \ OVERRIDE BUTTON HAS BEEN PRESSED. THE OCCUPANCY SCHEDULE, WHICH IS ,` ; BASED ON EMPLOYEE ARRIVAL AND DEPARTURE TIMES, SHALL BE PROVIDED BY THE GAP. \, INC. PROJECT MANAGER. MODIFY THE SCHEDULE BELOW TO RELFECT THE GIVEN SCHEDULE. , IF SPECIFIC TIMES ARE NOT PROVIDED, USE THE FOLLOWING SCHEDULE FOR OCCUPIED MODE. ' E MON:8AM TO 10PM TUE: 8AM TO 10PM AIR HANDLER VICINITY GAP INC. WED:8AM TO 10PM CORPORATE ARCHITECTURE THU:8AM TO 10PM 901 CHERRY AVENUE FRI: 8AM TO 10PM OUTSIDE AIR SAN BRUNO, CA 94066 SAT:8AM TO 10PM TEMPERATURE SUN:8AM TO 10PM SENSOR OUTSIDE TS-4 AIR STORE NO.: 9643 OCCUPIED MODE THE OUTSIDE AIR DAMPER SHALL FULLY OPEN. THE SUPPLY FAN SHALL START AND > STORE NAME: WASHINGTON SQUARE OPERATE AT CONSTANT VOLUME. THE AHU SHALL PROVIDE HEATING OR COOLING AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. OUTSIDE AIR — STORE LOCATION: OCCUPIED MODE COOLING DAMPER MOTORIZED GAP KIDS/BABY, SUITE W14 THE FAIL CLOSED COOLING VALVE SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE MD-1 9677 SW WASHINGTON SQUARE RD. SETPOINT OF 72 DEGREES FAHRENHEIT, ADJUSTABLE UP OR DOWN BY 2 DEGREES AT THE THERMOSTAT. THE ELECTRIC HEATING COIL SHALL REMAIN OFF. 0 I \ / \ I \ 97223 , OR OCCUPIED MODE HEATING 97223-4452 THE ELECTRIC HEATING COIL SHALL STAGE ON AND OFF AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF 68 DEGREES FAHRENHEIT, ADJUSTABLE UP OR DOWN BY \ GAP PROJ. I.D.: 0000044301 2 DEGREES AT THE THERMOSTAT. STAGE ONE SHALL ENABLE WHEN SPACE TEMPERATURE / E FALLS 2 DEGREES BELOW SET POINT. STAGE ONE SHALL DISABLE WHEN SPACE PROTOTYPE V9 DATE: TEMPERATURE EQUALS SET POINT. STAGE TWO SHALL ENABLE WHEN SPACE TEMPERATURE RETURN \ SUPPLY OS 11 08 FALLS 4 DEGREES BELOW SET POINT. STAGE TWO SHALL DISABLE WHEN SPACE / H / / TEMPERATURE IS 2 DEGREES BELOW SET POINT. AT THAT TIME, ONLY STAGE ONE SHALL AIR _ AIR REMAIN ON UNTIL SPACE TEMPERATURE EQUALS SET POINT. THE COOLING VALVE SHALL \ OPENING Q1 /Q2 2009 A REMAIN CLOSED. / _ C C UNOCCUPIED MODE, THE OUTSIDE AIR DAMPER SHALL CLOSE AND REMAIN CLOSED DURING THE UNOCCUPIED MODE. THE SUPPLY FAN SHALL START AND OPERATE AT CONSTANT VOLUME ONLY IF I I I I THERE IS A CALL FOR COOLING OR HEATING. MIXED AIR DUCT SMOKE UNOCCUPIED MODE COOLING DETECTORM TEMPERATURE SENSOR TEMPERATURE THE COOLING VALVE SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF SD-1 SENSOR MS TS 85 DEGREES FAHRENHEIT. THE ELECTRIC HEATING COIL SHALL REMAIN OFF. -1 MOTOR UNOCCUPIED MODE HEATING <,2%[' l STARTER THE ELECTRIC HEATING COIL SHALL STAGE ON AND OFF AS REQUIRED TO MAINTAIN THE CHW 4._ SPACE TEMPERATURE SETPOINT OF 62 DEGREES FAHRENHEIT. THE COOLING VALVE SHALL REMAIN CLOSED. CONTROL - FLOW VALVE METER UNOCCUPIED MODE HEATING RECOVERY " DURING UNOCCUPIED MODE PRIOR TO ENTERING THE OCCUPIED MODE, IF THE SPACE r11>> TEMPERATURE IS LOWER THAN THE SPACE TEMPERATURE SET POINT, RAMP THE SPACE LIQUID TEMPERATURE SET POINT AT A RATE OF 4 DEGREES FAHRENHEIT PER HOUR PRIOR TO u U SENSOR ENTERING THE OCCUPIED MODE. ON MILD NIGHTS, THIS WILL ALLOW THE SPACE LS-1 TEMPERATURE TO REACH SET POINT WITHOUT USING STAGE TWO HEATING. OVERRIDE PS THE AHU SHALL OPERATE IN THE OCCUPIED MODE FOR A PERIOD OF 120 MINUTES. PUMP STARTER SMOKE DETECTION SAFETY, SHOULD THE SMOKE DETECTOR TRIP, THE SHUTDOWN SEQUENCE WILL COMMENCE. CONTROL MOTOR STARTER SAFETY CABINET SHOULD THE MOTOR STARTER NOT ENGAGE, AS DETECTED BY THE MOTOR STARTER AUXILLIARY CONTACT NOT CLOSING, AFTER 30 SECONDS, THE THERMOSTAT WILL GENERATE A FAIL ALARM AND THE SHUTDOWN SEQUENCE WILL COMMENCE. ___ MOTOR STARTER HAND-OFF-AUTO SWITCH L- SHOULD THE MOTOR STARTER HAND-OFF-AUTO (HOA) SWITCH BE SET TO "OFF", THE SHUTDOWN SEQUENCE WILL COMMENCE. PROFESSIONAL STAMP: n R n ■ LIQUID SENSOR SAFETY SHOULD THE LIQUID SENSOR DETECT WATER IN THE SECONDARY DRAIN PAN, THE SHUTDOWN , Q i + * \ SEQUENCE WILL COMMENCE. 13 1 ELECTRIC HEATING COIL AIRFLOW SWITCH SAFETY r SHOULD THE AIRFLOW SWITCH NOT DETECT AIRFLOW IN THE SUPPLY DUCT, NO HEATING I `�tiGiNE ,o STAGES SHALL ENABLE. iN yP, MANAGER'S OFFICE SHUTDOWN SEQUENCE A TEMPORARY PERMIT TO PRACTICE THE FAN WILL SHUTDOWN, THE CHILLED WATER VALVE WILL CLOSE (COMMANDED TO 0%), IN OREGON HAS BEEN GRANTED TO THE ELECTRIC HEATING COIL WILL TURN OFF, AND THE OUTSIDE AIR DAMPER ACTUATOR WILL JUSTIN RONALD HARDY VALID ONLY FAIL CLOSE. TRANSFORMER - --I UNTIL OFFICIAL ACTION IS TAKEN ON CABINET 11/12/2008 FOR OREGON REGISTRATION. I l 1°°1 RETAIL SPACE ARCHITECT INFO: 00 I I I I \ I / oo GreenbergFarrow I I loo) . • 0 1430 West Peachtree Street, N.W. Suite 200 CONTROL TEMPERATURE Atlanta, GA 30309 FLOW TCS BASYS DAMPER DISPLAY t: 404 601 4000 f:404 601 3980 DISPLAY SZ1051 THERMOSTAT MODULE , ° MODULE PROGRAMMABLE TDM-1 ROOM TEMPERATURE ADM-1 THERMOSTAT TDM-2 ISSUE TYPE: TSENSOR LANDLORD/PERMIT/BID 11/13/08 SCALE: AS NOTED DRAWN BY: HHT L J L J A&E JOB NO.: 20080475.5 GENERAL NOTES: SHEET TITLE: A. REFER TO SCHEDULES ON SHEET M2-5a FOR DETAILED AHU CONTROL PRODUCT SPECIFICATIONS FOR TAGGED DEVICES AND EQUIPMENT DIAGRAM INDICATED IN THIS DIAGRAM. B. SEE SHEETS M2-5C FOR WIRING DETAILS. SHEET NUMBER: m 2 MIMIIMIE 5 b AHU CONTROL DIAGRAM (MODULATING OUTSIDE AIR/MODULATING COOLING/ELECTRIC HEATING) NOT TO SCALE 326 r NEW STORE/ FULL GUT CONTROLS SEQUENCE AND REQUIREMENTS r 1. GENERAL SEQUENCE OF OPERATION �'� �"' �'' 1.1. PROVIDE ALL NECESSARY ELECTRONIC TEMPERATURE ;�� SENSORS, DAMPER ACTUATORS, TEMPERATURE CONTROLLERS, ® ROOM TEMPERATURE CONTROLLERS, CONTROL TRANSFORMERS AIRFLOW SWITCH I `' \ WITH PRIMARY AND SECONDARY OVERLOAD PROTECTION, TRANSFORMER L N -_ r - \ ACCOMPLISH TTHESFOLLOW FOLLOWING SEQUENCEDOF OPERATION: X1 •�X2 FUSE 0_�-I r , - r0 , 0 ��l H2 X2 0 0 0 0 01 1 1.2. SPACE PRESSURE CONTROL: DURING THE OCCUPIED MODE �- ® I 1 9 10 A B C I SD-1 r .F__� OF OPERATION, THE SUPPLY FAN SHALL OPERATE I 480VAC 24VAC i I _ 120VAC 1 24VAC • • 0-0--L_ I CONTINUOUSLY. THE RELIEF AIR DAMPER SHALL TRACK THE AUTOMATIC -� i 3 14 0 i � OUTSIDE AIR DAMPER TO MAINTAIN THE FLOOR STATIC H1 L �H2 CUTOUTS ion H1�• X1 ® O- \\\\,‘:PRESSURE. L J \ 1.3. MINIMUM VENTILATION CONTROL: DURING OCCUPIED MODE OF L L •4 316 LS-1 OPERATION, THE OUTSIDE AIR DAMPER SHALL BE SET AT ITS MINIMUM POSITION WHEN THE OUTSIDE AIR TEMPERATURE IS 3.7. w ABOVE THE LOCKOUT SETPOINT TEMPERATURE OF 68'F ` •5 7 8 GAP INC. r r U (ADJUSTABLE). 1 i END OF LINE CORPORATE ARCHITECTURE 1.4. AIR ECONOMIZER CONTROL: DURING THE OCCUPIED MODE OF L� J RESISTOR 901 CHERRY AVENUE OPERATION, WHEN THE OUTDOOR AIR TEMPERATURE IS ri ...... -�` i. SAN BRUNO, CA 9406fi BETWEEN 50'F AND 68'F (BOTH SETPOINTS ADJUSTABLE), THE �0 UNIT SHALL MODULATE THE OUTSIDE AIR AND RELIEF AIR STORE NO.: 9 6 4 3 DAMPERS TO MAINTAIN THE DESIRED DISCHARGE AIR SUPPLY$T ERN r L 1 TEMPERATURE OF 557 (ADJUSTABLE). IF THE DISCHARGE STAGE 1 (9I r - -� STORE NAME: WASHINGTON SQUARE AIR TEMPERATURE CANNOT BE ACHIEVED BY USING 100% OUTDOOR AIR ALONE, THE MODULATING CHILLED WATER F. • • CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN • 0 • T `1, '1. 'Y STORE LOCATION: THE DESIRED DISCHARGE AIR TEMPERATURE OF 55'F III I (ADJUSTABLE). THE STAGED ELECTRIC HEATING COIL SHALL • Is 1., PUMP- STARTER GAP KIDS/BABY, SUITE W14 REMAIN OFF. ELECTRIC HEATER #1 9677 SW WASHINGTON SQUARE RD. 1.5. SPACE COOLING CONTROL: DURING THE OCCUPIED MODE OF L1 L2 L3 L1 L2 L3 OPERATION, WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE STAGE 2 • --- ----- --- --- - 1 --- ----- --- --- - , TIGARD, OR 55'F (ADJUSTABLE), THE MODULATING CHILLED WATER F:lik"7 0 • H C�-�• 6 6 b b o o 97223-4452 CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN • • I- �-r' • _ _-_ _-_ THE DESIRED OCCUPIED SPACE TEMPERATURE OF 72'F (h • GAP PROJ. I.D.: 0000044301 (ADJUSTABLE). THE STAGED ELECTRIC HEATING COIL SHALL REMAIN OFF. ELECTRIC HEATER #2 MANUAL CONTROLLER CIRCUIT XFMR XFMR PROTOTYPE V9 DATE: 1.6. SPACE HEATING CONTROL: DURING THE OCCUPIED MODE OF CUTOUTS CONTACTORS FUSING X1 r Hi L1 L2 L3 X1 -1 L1 L2 L3 OPERATION, THE STAGED ELECTRIC HEATING COIL SHALL STAGE • or r—� --rr 0 -0 • • iii 0 -0 08/11 /08 ON AS REQUIRED TO MAINTAIN THE DESIRED OCCUPIED SPACE 24VAC i i480V 24VAC i i480V TEMPERATURE OF 68'F (ADJUSTABLE). OPENING Q1 /Q2 2009 1.7. UNOCCUPIED MODE CONTROL: DURING THE UNOCCUPIED MODE # 2�• JH2 • 2L• JH2 rt OF OPERATION, FOLLOWING COMPONENTS SHALL A_ r'� GREEN SHUTDOWN/CLOSE: UNIT FAN, MODULATING CHILLED WATER H - H PILOT- CONTROL VALVE, STAGED ELECTRIC HEATING COIL, AND OUTSIDE AHU-1: 2-STAGE HEAT b 1 - O1 - LIGHT AIR DAMPER. AHU 2: 1 STAGE HEAT • i • 1.8. SMOKE CONTROL: UPON DETECTING SMOKE, SENSED BY THE I 0 —0- a 0 0 —0- t� SMOKE DETECTOR, THE FOLLOWING COMPONENTS 0-� 4 �• _ cH Io 4 �• _ SHUTDOWN/CLOSE: UNIT FAN, MODULATING CHILLED WATER A 3 2 A 3 2 CONTROL VALVE, STAGED ELECTRIC HEATING COIL, AND - I- M1 — "- M1 OUTSIDE AIR DAMPER. OL GREEN OL 1.9. DRAIN PAN FLOAT SWITCH: UPON DETECTING WATER IN THE I CHILLED WATER COIL DRAIN PAN, THE FOLLOWING PILOT COMPONENTS SHUTDOWN/CLOSE: UNIT FAN, MODULATING INTERNAL UNIT • ® LIGHT CHILLED WATER CONTROL VALVE, STAGED ELECTRIC HEATING TERMINAL STRIP , OL's I OL's COIL, AND OUTSIDE AIR DAMPER. 2. CONTRACTOR REQUIREMENTS: O O O ® i I 2.1. PROVIDE DETAILED SEQUENCE OF OPERATIONS FOR CONTROLLING I AUX Li T2 T2 CONTACTS T1 T3 i T1 , T3 ALL COMPONENTS INCLUDING VALVES, AIR HANDLING UNITS, AND N� _ J N�I /- J MOTOR STARTERS. PROVIDE DETAILED SEQUENCE TO INTERFACE LM-15 MTR HVAC SYSTEM TO FIRE ALARM SYSTEM, TRANSFORMERS, RELAYS, • POWER MODULES, DRAIN PAN FLOATS, TEMPERATURE SENSORS, FIELD INSTALLED AND DISPLAY MODULES. CONTRACTOR SHALL USE THE PROJECT • 500 OHM FIELD INSTALLED GRA SPECIFIC CONTROL COMPONENT MODEL NUMBERS. PROVIDE J______________________ RESISTOR METHOD OF CONTROL (EG VOLTAGE RANGES), IDENTIFY SAFETY GRA RESISTOR DEVICES, AND PRODE OPERANG SETPOINTS AND DEADBANDS. I RES. I ---) RES. I GRA I/�. �.. �� RED GRA L/BLK • COM CHILLED WATER • 0 APT (AC) CONTROL VALVE DETAIL NOTES: E -0 AO (CV-1 (2)) • RED O COM //// R.A. 0 GRN/YEL i (� • - :1- • HOT (AC) 0 CHILLED WATER VALVE CV-1 (2). 17 THE SHIELD DRAIN WIRE AT THE REMOTE TEMPERATURE SENSOR 0 BLU �= v CBLU O AO WHITE WIRE MUST BE CONNECTED TO GROUND. THIS WILL GRN/YEL CHW GRN/YEL //// O.A. a NOT USED (NO E.A. IN THIS PROJECT). REQUIRE A SEPARATE GROUND WIRE TO BE RUN. ENSURE Q _ , PROFESSIONAL STAMP: �3 MODULATING ECONOMIZER CONTROL DAMPER MD-1. THAT THE CONNECTION TO THE SHIELD DRAIN WIRE DOES NOT GRN/YEL 0 R COME IN CONTACT WITH ANYTHING EXCEPT THE EARTH GROUND. SZ1053 I �/ WIRE RUNS FROM THE THERMOSTAT TO REMOTE TEMPERATURE �G771k4, Sl p4 ROOM AIR TEMPERATURE SENSOR TS-2. SENSOR SHALL NOT EXCEED 250 FT. C • �' * r p . �► 5® PROGRAMMABLE THERMOSTAT PT-1, ELECTRIC HEATER STAGING CONTROLLER. 0000 0 0 O O ECONOMIZER �•��- • AL OFROM CONTROL TRANSFORMER - ENCLOSED ITEMS ARE INTEGRAL TO THE ELECTRIC HEATER. '- N �, �, CONTROL 0D R ER XMFR 1• MOUNTED IN cc 3 c� ,Q ¢ Q a DAMPER NGrNe O TRANSFORMER CABINET IN THE MANAGER'S OFFICE. REFER TO - MD-1 t '� SHEET M2-5f FOR DETAILS. ©0 NOT USED 0 B ( ) �N R. � 4 21 CONTROL TRANSFORMER �IFMR_3• Q REF 0 A TEMPORARY PERMIT TO PR . C ICE 7 SUPPLY AIR FAN STARTER - GE R306 WITH STANDARD PILOT #C - IN OREGON HAS BEEN GRANTED TO LIGHT, H.O.A. CONTROL, (1) N.O. AUX. CONTACT, (1) N.C. AUX MOUNT ADJACENT TO AIR HANDLER. -0- JUSTIN RONALD HARDY VALID ONLY �- N N N7 to �, o o 1-1- E-E- 1--1-- UNTIL OFFICIAL ACTION IS TAKEN ON CONTACT, 24VAC COIL. 3 NOT USED +N I ° j SPT (SET TO 4.5mA) © 0 0 0 0 0 0 0 0 0 0 0 0 O 11/12/2008 FOR OREGON REGISTRATION. OS CONNECTIONS TO MOTORIZED DAMPER CONTROL ARE TO PIGTAIL WIRES ON THE OPERATOR. PROVIDE CONNECTIONS FROM CD PIGTAILS TO THE THERMOSTAT. ©4 CIRCULATION PUMP STARTER - GE #CR306 WITH STANDARD DIFF (SET TO 4.OmA) ARCHITECT INFO: PUMP CONTROL PILOT LIGHT, H.O.A. CONTROL, (1) N.O. AUX. CONTACT, (1) N.C. ACTION JUMPER 9 MODULE CONNECTIONS TO MOTORIZED VALVE CONTROL ARE TO PIGTAIL AUX CONTACT, 24VAC COIL. L 2 Q%� (PCM-1 (2)) CreenbergFarrow WIRES ON THE OPERATOR. PROVIDE CONNECTIONS FROM PIGTAILS TO THE THERMOSTAT. THE BLUE WIRE WILL NOT BE 24VAC TC JUMPER a 1430 West Peachtree Street, N.W. USED AND SHALL BE TAPED OFF. N INPUT JUMPER P4 I , I Suite 200 Atlanta, GA 30309 10 #18-AWG TWISTED PAIR. ROUTE WRING SO THAT IT WILL O RELAY NO t: 404 601 4000 f:404 601 3980 NEVER GET CLOSER THAN 5 FT TO FLUORESCENT LIGHT ® o RELAY COM BALLAST OR LINE VOLTAGE WIRING. 0 (Do ir) 0 RELAY CO 11 SMOKE DETECTOR SD-1, DETECTOR CONTACTS TO OPEN WHEN 0 0 24 V+ ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 O COM SMOKE IS DETECTED IN THE AIRSTREAM. 12 AIR HANDLING UNIT DRAIN PAN LIQUID SENSOR LS-1. SWITCH TO OPEN WHEN WATER LEVEL RISES TO PRESET LEVEL. I 0 SIGNAL BLACK ,O B BLACK O B BLACK O B —1 RES. I SCALE: AS NOTED 13 DISCHARGE AIR TEMPERATURE SENSOR TS-3. MOUNT 2' • RED -OR • RED -0 R RED -OR FIELD INSTALLED DRAWN BY: HHT DOWNSTREAM FROM SUPPLY AIR OUTLET OF AIR HANDLER. WHITE 7-:-.-70W WHITE -OW t WHITE =row 500 OHM RESISTOR A&E JOB NO.: 20080475.5 14 OUTSIDE AIR TEMPERATURE SENSOR TS-4, MOUNT 2' UPSTREAM 7-E7 ROOM a MIXED AIR OUTSIDE AIR SHEET TITLE: FROM OUTSIDE AIR DAMPER. ® TEMPERATURE TEMPERATURE TEMPERATURE 15 REMOVE SHIELD FOIL AT TERMINATIONS AND SPLICES. AT SENSOR SENSOR SENSOR AHU CONTROL SPLICES, TWIST THE SHIELD DRAIN WIRES TOGETHER AND TAPE TS-2 TS-3 TS-4 GENERAL NOTES: WIRING DIAGRAM OFF CONNECTION SUCH THAT THE SHIELD DRAIN WIRES ARE NOT EXPOSED. A. REFER TO SCHEDULES ON SHEET M2-5a FOR THE SHIELD DRAIN WIRE AT THE THERMOSTAT SHALL BE CUT DETAILED PRODUCT SPECIFICATIONS FOR TAGGED 16 DEVICES AND EQUIPMENT INDICATED IN THIS DIAGRAM. OFF OR TWISTED AROUND THE CABLE, AND TAPED OFF. SHEET NUMBER: M 2 _. 5 AHU CONTROLLER WIRING DIAGRAM (MODULATING ECONOMIZER/MODULATING COOLING/ELECTRIC HEATING) NOT TO SCALE c 300 L N NEW STORE/ FULL GUT ' k N EOL RESISTOR SPECIFIED BY FACP \\ FLOW DISPLAY MODULE FDM-1 f BLACK TO FM-1 1.-- -- 9 1 0 7 14 0 9 1 0 WIRE IN 24 VAC WIRE IN 24 VAC BLACK SERIES WITH SERIES WITH .......i 41.-_,-, 0 120 VAC +24 VDC 0 • f BLACK TO FM-2 AHU-1/RTU-1 AHU-2/RTU-2 FAN SIGNAL FAN SIGNAL WHITE • 0 NEUTRAL 16 N.C. 6 16 N.C. 6 GAP INC. GREEN 0 GROUND CORPORATE ARCHITECTURE FREQUENCY 1 0 • i GREEN TO FM-1 -0-0----D-0-1 h—Ho—o---o---0.----1------ 901 CHERRY AVENUE SAN BRUNO, CA 94066 r- -=- ——— --1 MI.- GND FREQUENCY 2 0 • c GREEN TO FM-2 • 4 * 4 * STORE NO.: 9643 UL LISTED • • 4-WIRE STORE NAME: WASHINGTON SQUARE N.O. N.O. COMMON GROUND 0 c BLACK TO FM-1 FACP BY DETAIL NOTES: LANDLORD I 0 • STORE LOCATION: L AND MEASURED MEDIUM ("AHU-1 CHW"). I———— L... _.1 . \ 1 UNIT BLACK TO FM-2 0 PROVIDE LABEL FOR EACH FLOW METER CABLE. INDICATE MECHANICAL • _J SD-1 5 • SD-2 5 • ..J 9677 KIDS/BABY, SUITE W14 CONNECTIONS TO INSERTION FLOW METER ARE TO 9677 SW WASHINGTON SQUARE RD. FIRST DETECTOR IN LAST DETECTOR IN TIGARD, OR PIGTAIL WIRES ON THE UNIT. PROVIDE THE LOOP THE LOOP 97223-4452 CONNECTIONS FROM PIGTAILS TO THE DISPLAY. GAP PROJ. I.D.: 0000044301 SUPERVISED DUCT NOT TO SCALE PROTOTYPE V9 DATE: FLOW DISPLAY MODULE WIRING DIAGRAM NOT TO SCALE 309 SMOKE DETECTORS DIAGRAM 08/11 /08 300 OPENING Q1 /Q2 2009 18 AWG TSP. ROUTE CABLE AT LEAST FIVE FEET AWAY FROM POSSIBLE SOURCES OF INTERFERENCE (I.E.: .. 18 AWG TSP. ROUTE CABLE AT LEAST FIVE FEET AWAY 1 20 VAC (DEDICATED) k FLUORESCENT LIGHT BALLASTS, MAGNETIC CONTACTORS, FROM POSSIBLE SOURCES OF INTERFERENCE (I.E.: 1___.1.....n NEON LIGHTS, ETC.). WIRE RUN BETWEEN SENSOR AND k FLUORESCENT LIGHT BALLASTS, MAGNETIC CONTACTORS, L N G THERMOSTAT SHALL NOT EXCEED 250 FEET. NEON UGHTS, ETC.). WIRE RUN BETWEEN SENSOR AND r‘.., --.... THERMOSTAT SHALL NOT EXCEED 250 FEET. RUN A COPPER GROUND WIRE TO AN EARTH GROUND r - 1 - _ CONNECTION. _. RUN A COPPER GROUND WIRE TO AN EARTH GROUND ) ) PROVIDE CONDUIT AS NECESSARY AND AS REQUIRED - - CONNECTION. • OTHERWISE. FOR APPUCATIONS WITH NO CONDUIT, -... PROVIDE CONDUIT AS NECESSARY AND AS REQUIRED PROVIDE CABLE CINCH. OTHERWISE. FOR APPLICATIONS WITH NO CONDUIT, / KNOCKOUTS. IG N L 1j ,......x:), 0' SINGLE GANG JUNCTION BOX WITH KNOCKOUTS. FOR TS-4 ON OPTION PROVIDE CABLE CINCH. r --- 1.. ----1 r--1 r--1 SENSOR FACE 7---L F 6, DO NOT CONNECT ci ■..-,<> SENSOR ENCLOSURE WITH r I---r■ 15 i——1 0 PLATE @ - RED AND WHITE WIRES ri- ='-- 5 il4L-J . 2 -T- N. - TOG ETHER. INSTD, EA ca 0 [ C m cn CD PROVIDE SEPARATE WIRES BACK TO m cn (a 0 -I-0 -1:::3 TRANSMITTER TT-1. 1=3 Ea' i RED 18 AWG TSP. ROUTE CABLE AT LEAST FIVE FEET ¢[E] -1-0 Ea— AWAY FROM POSSIBLE SOURCES OF INTERFERENCE (I.E.: FLUORESCENT LIGHT WHT RED BALLASTS, MAGNETIC CONTACTORS, NEON UGHTS, L J BLK {::::1 b +f I WHT [:::3 JUNCTION BOX ETC.). WIRE RUN BETWEEN SENSOR AND THERMOSTAT SHALL NOT EXCEED 250 FEET. L J L _I L.0 BLK _ J •••••••■ ■■■•■■ DO NOT USE 0 ALLEN-HEAD SCREWS TO z' Bli< • MOUNT FACE E:::0 WHT # H ir--- ---,X1 PLATE. 1-/ — SHIELD --a=0 Q=D re L ...- ■ A PROFESSIONAL STAMP: 1 20VAC 24VAC 0 G NEUTRAL ( \ L..„..... GND 1 eN H2-------JX2 i 0, 0 , NOT TO SCALE DUCT AIR TEMPERATURE NOT TO SCALE ■ ----- :/ , XFMR-1 SECURITY STYLE ROOM L J TEMPERATURE SENSOR WIRING DETAIL 307 SENSOR WIRING DETAIL 306 PROVIDE (FLEXIBLE) CONDUIT AS NECESSARY AND AS REQUIRED PROVIDE CONDUIT AS NECESSARY ' t..0,4i OTHERWISE, MAXIMUM THREE FEET AND AS REQUIRED OTHERWISE. FOR ' 1 GIN N '' C GROUND ) ) OR AS REQUIRED OTHERWISE.— APPLICATIONS WITH NO CONDUIT, \ Q% POWER NI, PROVIDE CABLE CINCH. e r_k....n H ir--- ---.1 X1 1111 RUN A COPPER GROUND WIRE TO AN EARTH GROUND A TEMPORARY PERMIT TO "RAITItt IN OREGON HAS BEEN GRANTED TO [123 CM Fe L 5 6 7 8 ir CONNECTION. JUSTIN RONALD HARDY VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 1 20VAC 24VAC 11/12/2008 FOR OREGON REGISTRATION. NEUTRAL ] r e N _L 1 I 1-- PROVIDE INSULATION AROUND SENSOR UP TO ELECTRICAL CONNECTION. ARCHITECT INFO: H2,--------,X2 XFMR-2 RTD I I L SENSOR T , 7 -.....] I I i WELL GreenbergFarrow GROUND )I" NPT 1430 West Peachtree Street, N.W. 0 —.,..... Suite 200 TRANSFORMER CABINET Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 ET L J ISSUE 'TYPE: E- _ LANDLORD/PERMIT/BID 11/1 3/08 L N 'N.. 'N.. 1 I SCALE: AS NOTED SEE DETAIL 302, FLOW DRAWN BY: HHT DETAIL NOTES: THIS SHEET. A&E JOB NO.: 20080475.5 0 DEDICATED TRANSFORMER FOR SHEET TI TLE: ROOM THERMOSTAT. DETAIL NOTES: AHU CONTROL 0 DEDICATED TRANSFORMER FOR DETAILS TEMPERATURE DISPLAY MODULE. 0 PROBE CABLE LENGTH MUST NOT EXCEED 300 FEET. SEE DETAIL 301 THIS SHEET. Q) PROVIDE LABEL FOR EACH DISPLAY. INDICATE MECHANICAL UNIT 0 SIMPLEX RECEPTACLE WITH \-t-} AND MEASURED MEDIUM (AHU-1 CHW) SWITCH AND DEDICATED GROUND. SHEET NUMBER: NOT TO SCALE TEMPERATURE DISPLAY NOT TO SCALE WATER TEMPERATURE SENSOR NOT TO SCALE NA 2 _. 5 d TRANSFORMER CABINET DETAIL 302 301 303 MODULE WIRING DIAGRAM WIRING DETAIL 13 o' NEW STORE/ FULL GUT r JUNCTION BOX 7 TAPE OFF WIRE ` \ k •• (; 111111111V BLU 0 0 BLK BLK COM N .1 lia RED RED HOT) Me GRA GRA SIG COM EDU YEL YEL/BLK (SIC) GAP INC. =.....q EZ241 CORPORATE ARCHITECTURE A#11/ 8 Ea GRN L 901 CHERRY AVENUE SAN BRUNO, CA 94066 1 "--ti n n 0 0 1PRO STORE NO.: 9643 VIDE CONDUIT AS NECESSARY AND AS L J --....,...._„,„_ . I -----r" REQUIRED OTHERWISE. FOR APPLICATIONS WITH STORE NAME: WASHINGTON SQUARE NO CONDUIT, PROVIDE CABLE CINCH. RUN A COPPER GROUND WIRE TO AN WI ftlif STORE LOCATION: EARTH GROUND CONNECTION. 0 0.0 — GAP KIDS/BABY, SUITE W14 POWER AND SIGNAL WIRING. 18 AWG FOR 9677 SW WASHINGTON SQUARE RD. BLK AND RED. 20 AWG FOR GRA AND YEL TIGARD, OR 97223-4452 PROVIDE (FLEXIBLE) CONDUIT AS --\ I-- NECESSARY AND AS REQUIRED a T 111 GAP PROJ. I.D.: 0000044301 OTHERWISE. MAXIMUM THREE FEET OR AS REQUIRED OTHERWISE. PROTOTYPE V9 DATE: NOT TO SCALE 08/11 /08 MODULATING CONTROL VALVE AND ACTUATOR WIRING DETAIL 314 OPENING Q1 /Q2 2009 r.JUNCTION BOX PROVIDE CONDUIT AS NECESSARY AND AS REQUIRED OTHERWISE. FOR APPLICATIONS JSr TAPE OFF WIRE WITH NO CONDUIT, PROVIDE CABLE CINCH. A---. - - , 0-0 rail. S SWITCHED / / HOA HOT SWITCH ION A0UTO r coo —13* I I 1 --1.. -I 1 .. 0000 WHT ... N.O.A L1 L2 L3 -A, iyEWHLT RED HO RED POWER AND SIGNAL WIRING. —18 AWG 0 =II 18 AWG FOR RED AND BLU. 20 AWG FOR BLK AND YEL.— / / 10 BLU N.O. AUX BLU COM BLU PROFESSIONAL STAMP: 0 R Q RED MI 't \' S G\ '1?- -,--1 \ 7 I GRA I BLK SIG COM BLK Y*\\ BRN T mg BLK YEL (SIG) YEL 0 ef) 1=P-I A, ,1 A. 111 • GIN es- c) sq• I I ,I R. V\ 71 0 0 0 0 0 l'.. .._ CABLE CINCH "i h'' NPT FEMALE Nog A TEMPORARY PERMIT TO PRA TICE IN OREGON HAS BEEN GRANTED TO JUSTIN RONALD HARDY VALID ONLY RUN CABLE UP THROUGH BOTTOM OF {_JUNCTION BOX UNTIL OFFICIAL ACTION IS TAKEN ON JUNCTION BOX. MAXIMUM 16 INCHES. —PROVIDE FOR AHU Ti 12 T3 ---N-- TAPE OFF WIRE 11/12/2008 FOR OREGON REGISTRATION. OPTIONS 2 AND 3 0 0 0 —N-- 7/ 0 0 ON ARCHITECT INFO: ONLY. PROVIDE THIS ADDITIONAL CONDUCTOR FOR \\L.., ‘.., BLU t... i .1[..IL 0 GreenbergFarrow AHU OPTIONS 2, 3, AND 6. \ BLK BLK COM la. . 1430 West Peachtree Street, N.W. 0 0 0 0 on . Suite 200 H1 H3 H2 H4 RED RED HO Atlanta, GA 30309 _____ MN — :110 0 t:404 601 4000 f:404 601 3980 , GRA GRA SIG COM GND X2 FX1 - X1 IIIIIIII ISSUE TYPE: ® ® \CD ® YEL YEL/BLK (SIG) LANDLORD/PERMIT/BID 11/13/08 ■ =...._. E::::0 --\ 0 0 0 ' , .. , AS NOTED///i/ 8 C:::0 GRN L /YE SCALE: DRAWN BY: , a i I—L.el l —OPTIONAL CONNECTION PORT. PLUG UNUSED PORT. A&E JOB NO.: 20080475.5 SHEET TITLE: PROVIDE CONDUIT AS NECESSARY AND AHU CONTROL AS REQUIRED OTHERWISE. PROVIDE (FLEXIBLE) CONDUIT AS NECESSARY AND AS REQUIRED OTHERWISE. DETAILS RUN A COPPER GROUND WIRE TO AN MAXIMUM THREE FEET OR AS REQUIRED . EARTH GROUND CONNECTION. OTHERWISE. POWER AND SIGNAL WIRING. 18 AWG FOR BU< AND RED. 20 AWG FOR GRA AND YEL. SHEET NUMBER: M2 _. 5e SUPPLY FAN/PUMP MOTOR STARTER WIRING DETAIL NOT TO SCALE LIQUID SENSOR WIRING DETAIL NOT TO SCALE NOT TO SCALE H 31 2 311 MODULATING ECONOMIZER DAMPER ACTUATOR WIRING DETAIL 310 ELECTRIC NEW STORE/ FULL GUT E HEATING M/s COIL H PUMP A s STARTER C C'`I PS I I I I :\\\\ , 120 VAC (DEDICATED) ______1 I CV-1 MD-1 TS-3 TS-4 r---A--1 k k. -. \ -: L N G ■ ■ ti ti I ROUTE AND TERMINATE THE \, \ T r 1 FOLLOWING CONDUCTORS TO T \ THE THERMOSTAT TERMINALS NOTED BELOW AND TO LEFT: T3, T3 GAP INC. // CORPORATE ARCHITECTURE <-_>-..._/ 411111■ \ 4_, G N L A 901 CHERRY AVENUE SAN BRUNO, CA 94066 � I--1 I--1 I-�-1 _I I ' � I I0 f ' I _ �-- STORE NO.: I r u I 1 I I _ _ _ 9643�o� I I - I . © . . © . Iy o < Y W Q LL., `.Ci I I I I —— —— I m m 0 �0 PUMP T2, T2 STORE NAME: WASHINGTON SQUARE 0 ( I I CONTROL 1/ _ I 1 (�j MODULE o STORE LOCATION: '� °-�� I I I - ' © Z GAP KIDS BABY, SUITE W14 oW --- Ao2 m 9677 SW WASHINGTON SQUARE RD. L_____� LJ L_J L_J 0 0 �� I �� °� TIGARD, OR I & ® ® 0 0 1► 1► ® ® 0 0 I 1-. 0 GND D ' I I 0 �i \ 97223-4452 I 0 L� G ® ,� ,� ,� *.� `� `� ,.� ,� I 0 �� A01 � —_ __i . GAP PROD. I.D.: 0000044301 W/Y2 GENERAL NOTES: PROTOTYPE V9 DATE: DETAIL NOTES: 0 co W/Y1 A. OFF ALL 08/11 /08 1 DEDICATED TRANSFORMER FOR 1.11 H1r Jt� F6 X1 ME ) 0,) Co TAPE DOFF. DO NOT CONNECT SHIELDS D D11 OPENING Q1 Q2 2009 O MODULATING VALVE AND TOGETHER OR TO GROUND. MODULATING DAMPER ACTUATORS I I 24- I I ROUTE ALL USING HALF-WAVE RECTIFICATION. 120VAC I I - (Tj 0 CABLE THROUGH CENTER OF THERMOSTAT. I I /////// O FIELD INSTALLED 500 OHM I 1 RESISTER. NEUTRAL - I H2L 0) 0 J X2 PT-1 —J 1 - C O3 SIMPLEX RECEPTACLE WITH XFMR-2 SWITCH AND DEDICATED GROUND. 0 o e e O 0 ® d e 0 GENERAL NOTES: H1r -1 x1 0 0 ® 11 I ® I I ,.,, R W/Y1 W/Y2 G A2 Al A02 A01 GND A. TAPE OFF ALL UNUSED 1 I `�' _ @ m CONDUCTORS. UNLESS I I � (WALL PLATE) 0 CP (� Q ' ' OTHERWISE NOTED, WRAP I ( r SHIELDING AROUND CABLE I I I —61 0 0 ® 0 0 0 0 01 __� R _ AND TAPE OFF. NEUTRAL [ 0 I 1 G +24 DI1 DI2 D13 OVR Ti Ti T2 T2 T3 T3 Ha_ _J X2 I 0 ,� 01 I - pe 0000 11 11 4- Ii XFMR-3 L ---- �� = II ?( E) c) El i mli ti �� 4 4� �� o : Y _, Y F— M o : o < _J Y I— z A FDM-1 tW Y m J m W- m J m J W cl- W c '6 m J i m 1 ■ ----)-----<3:3. —j-----c--5— )-1-<h> IOW V A N.FM-1/2 \ AS NOTED w cc L CONTROL CABINET J c, I // 1 i loa m a W . 7 1 _ TDM-1(2) < °w OJrce xJrce 1-JrJr PROFESSIONAL STAM' : �sQ Gj <Li XCl.(I) -OW..UO!) On. S E t--Z OWmWw Omw Omw 45o�G\ pF0-g*O Q F-F-t,n F- to H (!1❑MS MS v �LJIJ I II I1 VIEW OF THERMOSTAT INTERIOR ST LS-1 SD-1 SUPPLY FAN SUPPLY FAN TS-1(2) �R. 0 STARTER STARTER p AUXILIARY A TEMPORARY PERMIT TO ' A ICE CONTACT THERMOSTAT WIRING DETAIL NOT TO SCALE JUSTIN OREGON RONALD S A RDYGVALIDEONLYY CONTROL CABINET WIRING DETAIL (MODULATING ECONOMIZER/MODULATING COOLING/ELECTRIC HEATING) 30OTTOSCALE (MODULATING ECONOMIZER/MODULATING COOLING/ELECTRIC HEATING) 301 UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: AS NOTED DRAWN BY: HHT A&E JOB NO.: 20080475.5 SHEET TITLE: AHU CONTROL DETAILS SHEET NUMBER: m 2 ..... 5 f TCS/BASYS MODEL SZ1051 AHU CONTROLLER COMMON PROGRAMMING FOR D11, INDICATING "FAN ON". PRESS PROGRAM SETUP BUTTON. NEW STORE/ FULL GUT STEPS FOR ALL CONTROL STRATEGIES: 41. 'DI2 USED FOR' SCREEN. USE ARROW BUTTONS TO SELECT "MONITOR" FROM THE MAIN MONITORING SCREEN, PRESS THE PROGRAM SETUP FOR DI2, INDICATING "UNUSED". PRESS PROGRAM SETUP BUTTON. BUTTON TO ACCESS THE FOLLOWING PROGRAMMING SCREENS. IF AN INCORRECT 42. 'SET DI2 SETPOINT SHIFT' SCREEN. USE ARROW BUTTONS TO SELECT \\ \\\\\\\\\A SETTING IS MADE, PRESS THE SERVICE STATUS BUTTON TO RETURN TO THE MAIN "0" FOR THE SETPOINT SHIFT VALUE. PRESS PROGRAM SETUP k \\\\\\1 MONITORING SCREEN AND BEGIN AGAIN. (THERE IS NO "BACK" KEY.) BUTTON. 1. 'SET ACCESS CODE' SCREEN. THIS SCREEN WILL APPEAR IF AN 43. 'DI3 USED FOR' SCREEN. USE ARROW BUTTONS TO SELECT "EXT ` ` ACCESS CODE IS REQUIRED FOR PROGRAMMING. USE THE ARROWS TO OVERRIDE", INDICATING "UNUSED". PRESS PROGRAM SETUP BUTTON. � TOGGLE TO "248" AS THE DEFAULT. IF THE WRONG CODE IS ENTERED, 44. 'DELAY ON POWERUP' SCREEN. USE ARROW BUTTONS TO ENTER 60 IT WILL REVERT TO THE PREVIOUS SCREEN. PRESS SETUP BUTTON. AS THE NUMBER OF SECONDS THAT CONTROL IS DELAYED AT UNIT ��```.,, 2. 'SET ADDRESS' SCREEN. PRESS THE PROGRAM SETUP BUTTON TO POWER-UP. ADD 30 MORE SECONDS FOR EACH ADDITIONAL AHU IF ` ' PROGRAM SETUP BUTTON USED SKIP THIS SCREEN. APPLICABLE. PRESS SETUP PROGRAM BUTTON. 3. 'SET BAUD RATE' SCREEN. PRESS THE PROGRAM SETUP BUTTON TO 45. 'ENABLE SMART RECOVERY' SCREEN. USE ARROW BUTTONS TO SELECT DURING PROGRAMMING SKIP THIS SCREEN. "YES" TO ENABLE SMART RECOVERY. PRESS PROGRAM SETUP BUTTON. ' SEQUENCES. SERVICE STATUS BUTTON USED 4. 'TEMPS SHOWN IN' SCREEN. USE THE ARROW BUTTONS TO CHOOSE 46. 'REQUIRE CODE FOR PROGRAMMING' SCREEN. USE ARROW BUTTONS TO DURING DIAGNOSTICS "FAHRENHEIT" FOR TEMPERATURE INDICATION. PRESS PROGRAM SETUP BUTTON. SELECT "NO" FOR CODE REQUIREMENT. PRESS PROGRAM SETUP k\ \ \ SEQUENCES. 5. 'USER ACCESS TO SYSTEM MODE' SCREEN. USE ARROW BUTTONS TO BUTTON. GAP INC. SELECT "NO" SO AS NOT TO ENABLE USER'S ACCESS TO THE SYSTEM 47. 'REQUIRE CODE FOR CLOCK/SCHED' SCREEN. USE ARROW BUTTONS 1 1 I SWITCH TO SET THE SYSTEM MODE. PRESS PROGRAM SETUP BUTTON. TO SELECT "NO" FOR CODE REQUIREMENT. PRESS PROGRAM SETUP CORPORATE ARCHITECTURE CHERRY AVENUE Occupied 0 6. 'SET SYSTEM MODE' SCREEN. USE ARROW BUTTONS TO SELECT BUTTON. 901 01 CHERRY CA 94066 AUTO FOR SYSTEM MODE. PRESS PROGRAM SETUP BUTTON. END OF PROGRAMMING SEQUENCE. "°0 '9 ° - 7. 'USER ACCESS TO FAN MODE' SCREEN. USE ARROW BUTTONS, TO coaki9 0 STORE NO.: IN F� "0 SELECT "NO" SO AS NOT TO ENABLE THE USERS ACCESS TO THE FAN TCS/BASYS SZ1051 AHU CONTROLLER CLOCK AND SCHEDULE TCS/BASYS AHU CONTROLLER DIAGNOSTIC INSTRUCTIONS 9643 an service , O display screen SWITCH TO SET THE OCCUPIED FAN MODE. PRESS PROGRAM SETUP SETTING INSTRUCTIONS switch status �� 0 BUTTON. FOR SZ-1051 AND SZ-1053 SYSTEMS WITH ELECTRIC HEAT STORE NAME: WASHINGTON SQUARE ` 8. 'SET OCCUPIED FAN MODE' SCREEN. USE ARROW BUTTONS TO COMMON FOR ALL SYSTEM TYPES Jul (;iI !\ SELECT "ON" (CONTINUOUS) FOR THE FAN RUN TIMES DURING THE STORE LOCATION: s w ch WARMER _ OCCUPIED MODES. PRESS PROGRAM SETUP BUTTON. "switch FROM THE MAIN MONITORING SCREEN, PRESS THE "CLOCK SETUP" FROM THE MAIN MONITORING SCREEN, PRESS THE "SERVICE" BUTTON `� 9. 'SET UNOCCUPIED FAN MODE' SCREEN. USE THE ARROW BUTTONS TO ACCESS THE FOLLOWING SETUP SCREENS. GAP KIDS/BABY, SUITE W14 BUTTON TO ACCESS THE FOLLOWING SETUP SCREENS. TO SELECT "AUTO" FOR THE FAN RUN TIMES IN THE UNOCCUPIED 9677 SW WASHINGTON SQUARE RD. ► •ro ra p COOLER . 10. 'OCCUPIED HEAT SETPOINT' SCREEN. USE THE ARROW BUTTONS TO IN GENERAL, USE THE "OVERRIDE BUTTON" TO SCROLL THROUGH THE VARIOUS ENTRY OPTIONS AND THE "UP" AND "DOWN" ARROWS IN GENERAL, USE THE "SERVICE STATUS" BUTTON TO SCROLL THROUGH THE VARIOUS DIAGNOSTIC SCREENS: TIGARD, OR setup TOGGLE THE OCCUPIED HEAT SETPOINT TO 68 DEGREES F. PRESS TO MODIFY SELECTIONS AS INDICATED: 97223_4452 access cover plate PROGRAM SETUP BUTTON. 1. SERVICE SCREEN. THIS MESSAGE MAY BE FOLLOWED BY ANY OR (open position) clock ARROWS USED TO MODIFY 11. 'UNOCCUPIED HEAT SETPOINT' SCREEN. USE THE ARROW BUTTONS 1. ACCESS CODE ENTRY SCREEN. THIS SCREEN WILL APPEAR IF AN ALL OF THE FOLLOWING: CHECK FILTER, CHECK FAN, DISCHARGE GAP PROD. I.D.: 0000044301 setup VERRID SELECTIONS. TO SET THE UNOCCUPIED HEAT SETPOINT TO 62 DEGREES F. "SERVICE CODE IS REQUIRED FOR SETUP (SEE PROGRAMMING HIGH, DISCHARGE LOW, OR CHECK D12. PRESS THE SERVICE PROTOTYPE V9 DATE: PRESS PROGRAM SETUP BUTTON. INSTRUCTIONS). USE 248 AS THE DEFAULT. IF THE WRONG CODE STATUS" BUTTON TO CONTINUE. 12. 'OCCUPIED COOL SETPOINT' SCREEN. USE THE ARROW BUTTONS TO IS ENTERED, IT WILL REVERT TO THE PREVIOUS SCREEN. PRESS 2. DISCHARGE AIR TEMPERATURE SCREEN, SHOWS DISCHARGE AIR 08/11 /08 , , I SET THE OCCUPIED COOL SETPOINT TO 72 DEGREES F. PRESS THE CLOCK SETUP BUTTON. TEMPERATURE IF SENSOR IS USED. PRESS THE SERVICE STATUS" PROGRAM SETUP BUTTON. 2. TIME AND DAY SCREEN. SET THE HOUR, MINUTES, AM OR PM, AND BUTTON TO CONTINUE. OPENING Q1 /Q2 2009 13. 'UNOCCUPIED COOL SETPOINT' SCREEN. USE THE ARROW THE DAY OF THE WEEK. USE THE OVERRIDE BUTTON TO SCROLL 3, OUTDOOR AIR TEMPERATURE SCREEN. SHOWS OUTDOOR AIR BUTTONS TO SET THE UNOCCUPIED COOL SETPOINT TO 85 THROUGH THE OPTIONS. PRESS THE CLOCK SETUP BUTTON. TEMPERATURE IF SENSOR IS USED. PRESS THE "SERVICE STATUS" DEGREES F. PRESS PROGRAM SETUP BUTTON. 3. DATE SCREEN. SET THE MONTH, DATE, AND YEAR. USE THE BUTTON TO CONTINUE. CLOCK SETUP BUTTON USED OVERRIDE BUTTON USED TO 14. 'LIMIT SETPOINT ADJUST +/-' SCREEN. USE THE ARROW BUTTONS TO OVERRIDE BUTTON TO SCROLL THROUGH THE OPTIONS. PRESS THE 4. OVERRIDE STATUS SCREEN. SHOWS WHETHER THE OVERRIDE IS DURING CLOCK AND SCHEDULE SCROLL THROUGH ENTRY TOGGLE TO "2" FOR THE NUMBER OF DEGREES THE USER TO BE CLOCK SETUP BUTTON. ACTIVE AND IF SO, HOW MANY MINUTES REMAINING. PRESS THE SETTING. OPTIONS. ALLOWED TO CHANGE THE PRESET OCCUPIED SETPOINTS UP OR 4. SCHEDULE ANNOUNCEMENT SCREEN. THE CURRENT DAY WILL "SERVICE STATUS" BUTTON TO CONTINUE. DOWN. PRESS PROGRAM SETUP BUTTON. INDICATE "MONDAY". PRESS THE CLOCK SETUP BUTTON. 5. HEAT OR COOL STAGES STATUS SCREEN. SHOWS THE STATUS OF 15. 'SET OVERRIDE TIME' SCREEN. USE THE ARROW BUTTONS TO TOGGLE 5. OCCUPIED TIMES SCREEN. REQUEST EMPLOYEE ARRIVAL AND THE FIRST AND SECOND STAGES OF HEATING OR COOLING. PRESS TO "120" FOR THE NUMBER OF MINUTES THAT THE THERMOSTAT WILL DEPARTURE TIMES FOR THIS DAY FROM THE GAP, INC. PROJECT THE "SERVICE STATUS" BUTTON TO CONTINUE. MAINTAIN OCCUPIED SETPOINTS WHEN OVERRIDDEN. PRESS PROGRAM MANAGER. IF SPECIFIC TIMES ARE NOT PROVIDED, SET THE ARRIVAL 6. MODULATING OUTPUT 1 AND 2 STATUS SCREEN. SHOWS THE VIEW OF THERMOSTAT EXTERIOR SETUP BUTTON. AND DEPARTURE TIMES FOR 8:00AM AND 11:00PM, RESPECTIVELY. PERCENTAGE OF MODULATING OUTPUT 1 AND 2. PRESS THE SET HOURS AND MINUTES OF START AND END TIMES FOR SERVICE STATUS" BUTTON TO CONTINUE. TCS/BASYS MODEL SZ1051 AHU CONTROLLER SPECIFIC PROGRAMMING STEPS OCCUPANCY PERIOD ONE ("A") ACCORDINGLY. USE THE OVERRIDE 7. DI1 STATUS SCREEN. SHOWS THE STATUS OF THE FAN INTERLOCK FOR MODULATING ECONOMIZER / MODULATING COOLING / ELECTRIC HEATING: BUTTON TO SCROLL THROUGH THE OPTIONS. SET HOURS AND OR D11. PRESS THE "SERVICE STATUS" BUTTON TO CONTINUE. MINUTES FOR OCCUPANCY PERIOD TWO ("B") START AND END TIMES 8. DI2 AND DI3 STATUS SCREEN. SHOWS DI2 STATUS AND FILTER 16. 'STAGE OUTPUT 1 & 2 AS' SCREEN. USE ARROW BUTTONS TO SELECT TO ZERO. USE THE OVERRIDE BUTTON TO SCROLL THROUGH THE STATUS OR DI3 STATUS. PRESS THE "SERVICE STATUS" BUTTON "HEAT" FOR STAGE OUTPUT 1 & 2. PRESS PROGRAM SETUP BUTTON. OPTIONS. PRESS THE CLOCK SETUP BUTTON WHEN COMPLETE. TO RETURN TO THE MAIN MONITORING SCREEN. THERMOSTAT CONTROL BUTTON DIAGRAM NOT TO SCALE 17. 'STAGE 1 OFFSET' SCREEN. USE ARROW BUTTONS TO SELECT "0" FOR 6. SCHEDULE ANNOUNCEMENT SCREEN, ENSURE THAT THE DAY IS SET 301 STAGE 1 OFFSET. PRESS PROGRAM SETUP BUTTON. TO THE NEXT WEEKDAY IN SEQUENCE. PRESS THE CLOCK SETUP 18. 'STAGE 1 DIFFERENTIAL' SCREEN. USE ARROW BUTTONS TO SELECT "2" BUTTON. END OF SEQUENCE. FOR STAGE 1 DIFFERENTIAL. PRESS PROGRAM SETUP BUTTON. 7. COPY SCHEDULE SCREEN. SELECT "YES" TO COPY THE PREVIOUS 19. 'STAGE 2 OFFSET' SCREEN. USE ARROW BUTTONS TO SELECT "0" FOR WEEKDAY SCHEDULE TO THE CURRENT WEEKDAY. PRESS THE PUMP CONTROL MODULE PROGRAMMING (FOR KELE USC-121) STAGE 2 OFFSET. PRESS PROGRAM SETUP BUTTON. CLOCK SETUP BUTTON. REPEAT STEPS 6 AND 7 FOR ALL 20. 'STAGE 2 DIFFERENTIAL' SCREEN. USE ARROW BUTTONS TO SELECT "2" WEEKDAYS THROUGH FRIDAY. WHEN THE SCREEN INDICATES -___I _ FOR STAGE 2 DIFFERENTIAL. PRESS PROGRAM SETUP BUTTON. SET CONTROL MODE' SCREEN. USE ARROW BUTTONS TO TOGGLE TO SATURDAY, SELECT "NO". PRESS THE CLOCK SETUP BUTTON. 8. SCHEDULE ANNOUNCEM NT SCREEN. ENSURE THAT THE DAY IS SET SETPOINT ADJUSTMENT (De ea) 21. -P-Fl" TO CONTROL BY TIME FACTOR. THIS IS APPLIED TO BOTH STAGE TO SATURDAY. PRESS THE CLOCK SETUP BUTTON. 1. WHEN MAKING ADJUSTMENTS, THE LOAD BEING CONTROLLED 8 OUTPUTS. PRESS PROGRAM SETUP BUTTON 9. COPY SCHEDULE SCREEN. SELECT NO . PRESS THE CLOCK SETUP SHOULD BE DISCONNECTED FROM THE UCS-121 AND THE T.C. 0 22. 'TIMECLOCK OUTPUT OCCUPIED' SCREEN. USE ARROW BUTTONS TO SELECT BUTTON. JUMPER PLACED IN THE NODLY POSITION. "OPEN" AUXILIARY OUTPUT DURING OCCUPIED PERIODS (AND 10. OCCUPIED TIMES SCREEN. REQUEST EMPLOYEE ARRIVAL AND 2. CONNECT A METER IN SERIES WITH THE SIG IN TERMINAL AND R W/Y1 W/Y2 G A2 Al A02 A01 GND OPEN FOR THE AUXILIAR OUTPU DURI G OC U ( DEPARTURE TIMES FOR THIS DAY FROM THE GAP, INC. PROJECT CLOSED DURING UNOCCUPIED PERIODS). PRESS PROGRAM SETUP BUTTON MANAGER. IF SPECIFIC TIMES ARE NOT PROVIDED, SET 1HE ARRIVAL THE 0.5-20 MA SIGNAL TO READ A CURRENT SIGNAL. m 23. MODULATING OUTPUT 1 IS' SCREEN. USE ARROW BUTTONS TO 3. TURN THE SETPOINT POT SPT FULLY COUNTERCLOCKWISE TO ITS SELECT "COOL". PRESS PROGRAM SETUP BUTTON. AND DEPARTURE TIMES FOR 8.00AM AND 11:00PM, RESPECTIVELY. MINIMUM POSITION. SET HOURS AND MINUTES OF START AND END LIMES FOR 4. ADJUST THE INPUT SIGNAL TO THE DESIRED RELAY TRIP POINT. PROFESSIONAL STAMP:(WALL PLATE) 01 (D < 0 24. 'MODULATING OUTPUT 1 ACTION' SCREEN. USE ARROW BUTTONS TO OCCUPANCY PERIOD ONE ("A") ACCORDINGLY. USE THE OVERRIDE CJ / Ell -- SELECT "DIRECT ACTING". PRESS PROGRAM SETUP BUTTON. ( ) 5. TURN THE SETPOINT POT CLOCKWISE UNTIL THE RELAY ON LED �Ci \STE a' "'� - 0 W BUTTON TO SCROLL THROUGH THE OPTIONS. SET HOURS AND TURNS OFF. cc 25. 'MODULATING OUTPUT 1 RANGE' SCREEN. USE ARROW BUTTONS TO " " 4(</c'',, ° +24- D11 D12 D13 OVRT1 Ti T2 T2 T3 T3 " ,� MINUTES FOR OCCUPANCY PERIOD TWO ("B") START AND END 'TIMES 6. ADJUST THE RELAY TRIP POINT BY SLOWLY TURNING THE + `o .L oeam) e SELECT "4-20 mA". PRESS PROGRAM SETUP BUTTON TO ZERO. USE THE OVERRIDE BUTTON TO SCROLL THROUGH THE SETPOINT POT SPT COUNTERCLOCKWISE UNTIL THE RELAY ON LED ..,)FE-t. ' 1 26. MODULATING OUTPUT 1 UNOCCUPIED ACTION SCREEN. USE ARROW OPTIONS. PRESS THE CLOCK SETUP BUTTON WHEN COMPLETE. .� TURNS ON (OR TURNS OFF IF THE ACTION JUMPER IS IN THE REV e� BUTTONS TO SELECT "MODULATING". PRESS PROGRAM SETUP BUTTON. 11. SCHEDULE ANNOUNCEMENT SCREEN. ENSURE THAT THE DAY IS SET Fiv ,N4�' •�' i 27. 'MODULATING OUTPUT 1 PROPORTIONAL BAND' SCREEN. USE ARROW TO SUNDAY. PRESS THE CLOCK SETUP BUTTON. REVERSE POSITION). ■ I „ „ " �� 7. THE RELAY TRIP POINT IS NOW SET. VERIFY SETTING BY VARYING • - BUTTONS TO ENTER "3" FOR THE NUMBER OF DEGREES AWAY FROM 12. COPY SCHEDULE SCREEN. SELECT "NO". PRESS THE CLOCK SETUP THE INPUT SIGNAL UP AND DOWN AND OBSERVING THE RELAY ON �'"�' THE COOLING SETPOINT THAT VALVE OR DAMPER WILL BE FULLY BUTTON. LED. A TEMPORARY PERMIT TO PRACTICE _� OPEN. PRESS PROGRAM SETUP BUTTON 13. OCCUPIED TIMES SCREEN. REQUEST EMPLOYEE ARRIVAL AND 8. SET THE JUMPER TO THE DLY POSITION TO ADD A 30-SECOND IN OREGON HAS BEEN GRANTED TO 28. 'MODULATING OUTPUT 1 SETPOINT OFFSET' SCREEN. USE ARROW BUTTONS DEPARTURE TIMES FOR THIS DAY FROM THE GAP, INC. PROJECT JUSTIN RONALD HARDY VALID ONLY MANAGER. IF SPECIFIC TIMES ARE NOT PROVIDED, SET THE ARRIVAL 'TIME CONSTANT. UNTIL OFFICIAL ACTION IS TAKEN ON TO ENTER "0" FOR THE OFFSET VALVE OUTPUT 1. THIS IS THE NUMBER AND DEPARTURE TIMES FOR 8:ROAM AND 11:OOPM, RESPECTIVELY. 11/12/2008 FOR OREGON REGISTRATION. OF DEGREES ABOVE THE COOLING SETPOINT WHERE ANALOG OUTPUT 1 SET HOURS AND MINUTES OF START AND END 'TIMES FOR J BEGINS TO MODULATE. PRESS PROGRAM SETUP BUTTON. OCCUPANCY PERIOD ONE ("A") ACCORDINGLY. USE NE OVERRIDE DIFFERENTIAL ADJUSTMENT ARCHITECT INFO: 29. ENABLE DISCHARGE AIR SENSOR SCREEN. USE ARROW BUTTONS TO BUTTON TO SCROLL THROUGH THE OPTIONS. SET HOURS AND CHOOSE "YES" FOR DISCHARGE AIR SENSOR FUNCTION. PRESS MINUTES FOR OCCUPANCY PERIOD TWO ("B") START AND END TIMES 1. WHEN MAKING ADJUSTMENTS, THE LOAD BEING CONTROLLED GreenbergFarrow (FRONT COVER) PROGRAM SETUP BUTTON TO ZERO. USE THE OVERRIDE BUTTON TO SCROLL THROUGH THE SHOULD BE DISCONNECTED FROM THE UCS-121 AND THE T.C. 30. QUTDOOR AIR ECON SEIPOINT SCREEN USE ARROW BUTTONS TO SELECT JUMPER PLACED IN THE NODLY POSITION. 1430 West Peachtree Street, N.W. 1 2 3 4 5 OPTIONS. PRESS THE CLOCK SETUP BUTTON WHEN COMPLETE. 2. THE RELAY SETPOINT SHOULD BE SET PRIOR TO ADJUSTING THE Suite 200 ON 'DISCHARGE FOR OUTDOOR AIR SETPOINT. PRESS PROGRAM SETUP BUTTON 14. SCHEDULE ANNOUNCEMENT SCREEN. ENSURE THAT "SET OCCUPIED LJ o CJ LJ a 31. DISCHARGE AIR ECON SETPOINT SCREEN. USE ARROW BUTTONS TO SELECT TIMES HOLIDAY 1" IS DISPLAYED. PRESS THE CLOCK SETUP RELAY DIFFERENTIAL. SEE INSTRUCTIONS ABOVE. Atlanta, GA 30309 OFF "55'F" FOR DISCHARGE AIR SETPOINT. PRESS PROGRAM SETUP BUTTON HOLIDAY#1" CONNECT A METER IN SERIES WITH THE SIG IN TERMINAL AND t: 404 601 4000 f:404 601 3980 BUTTON. 32. 'DISCHARGE AIR ECON LOW LIMIT' SCREEN. USE ARROW BUTTONS TO �► THE 0.5-20 MA SIGNAL TO READ A CURRENT SIGNAL. SELECT "35'F" FOR VALUE OF DISCHARGE AIR LOW LIMIT. PRESS PROGRAM 15. COPY SCHEDULE SCREEN. SELECT NO . PRESS THE CLOCK SETUP 4. ADJUST THE INPUT SIGNAL TO ANY VALUE GREATER THAN THE KEYPAD ACCESS DIP BUTTON. ISSUE TYPE: SWITCH BLOCK TEMPERATURE SENSOR DIP SWITCH BLOCK SETUP BUTTON F" 16. SET OCCUPIED TIMES HOLIDAY#1 SCREEN. 'TIMES INDICATED FOR RELAY TRIP POINT SETTING SO THAT THE RELAY ON LED TURNS ON LANDLORD/PERMIT/BID 11/13/08 33. 'DISCH AIR ECON PROPORTIONAL BAND' SCREEN. SELECT 5 F FOR OCCUPANCY PERIOD ONE ("A" AND PERIOD TWO ("B") MAY REMAIN. (OR TURNS OFF IF THE ACTION JUMPER IS IN THE REV REVERSE DISCHARGE AIR PROPORTIONAL BAND. PRESS PROGRAM SETUP BUTTON PRESS THE CLOCK SETUP BUTTON. POSITION). 34. 'OUTDOOR DAMPER MINIMUM POSITION' SCREEN. USE ARROW BUTTONS TO 17, SCHEDULE ANNOUNCEMENT SCREEN. ENSURE THAT "SET OCCUPIED 5. TURN THE DIFFERENTIAL POT DIF FULLY CLOCKWISE TO ITS SCALE: AS NOTED SELECT "20%" AS THE MINIMUM POSITION OF THE OUTDOOR AIR DAMPER. TIMES HOLIDAY#2" IS DISPLAYED. PRESS THE CLOCK SETUP MAXIMUM POSITION. DRAWN BY: HHT NOTE: SET BOTH N PRESS PROGRAM SETUP BUTTON BUTTON. 6. ADJUST THE INPUT SIGNAL TO THE DESIRED RELAY DIFFERENTIAL A&E JOB NO.: 20080475.5 SWITCHES TO THE "OFF" 35. 'ECONOMIZER OUTPUT RANGE' SCREEN. USE ARROW BUTTONS TO SELECT 18. SET OCCUPIED TIMES HOLIDAY#2 SCREEN. TIMES INDICATED FOR VALUE. THE RELAY DIFFERENTIAL VALUE SHOULD BE EQUAL TO THE POSITION AFTER I= "4-20 mA" AS THE MODULATING OUTPUT RANGE. PRESS PROGRAM OCCUPANCY PERIOD ONE ("A") AND PERIOD TWO ("B") MAY REMAIN. SETPOINT VALUE MINUS THE REQUIRED RELAY DIFFERENTIAL. SHEET TITLE: PROGRAMMING IS Z � SETUP BUTTON PRESS THE CLOCK SETUP BUTTON. 7. TURN THE DIFFERENTIAL POT VERY SLOWLY COUNTERCLOCKWISE COMPLETE. ° ° 36. 'ECONOMIZER CONTROL ACTION' SCREEN. USE ARROW BUTTONS TO 19. ENTER DATES FOR HOLIDAY#1 SCREEN. SET DAYS OF DURATION TO UNTIL THE RELAY ON LED TURNS OFF. AHU CONTROL SELECT "DIRECT" ACTING. PRESS PROGRAM STARTUP BUTTON ZERO USING THE OVERRIDE BUTTON TO SCROLL THROUGH THE 8. THE RELAY DIFFERENTIAL IS NOW SET. VERIFY SETTINGS BY PROGRAMMING 37. 'ENABLE OUTDOOR AIR SENSOR' SCREEN. USE ARROW BUTTONS OPTIONS. PRESS THE CLOCK SETUP BUTTONS. VARYING THE INPUT SIGNAL UP AND DOWN AND OBSERVING THE SEQUENCES TO SELECT "YES" TO ENABLE OUTDOOR AIR SENSOR FUNCTION. 20. ENTER DATES FOR HOLIDAY#2 SCREEN. SET DAYS OF DURATION TO RELAY ON LED. PRESS PROGRAM STARTUP BUTTON ZERO USING THE OVERRIDE BUTTON TO SCROLL THROUGH THE 9. SET THE JUMPER TO THE DLY POSITION TO ADD A 30-SECOND 38. 'COALING LOCKOUT TEMP' SCREEN. USE ARROW BUTTONS TO OPTIONS. PRESS THE CLOCK SETUP BUTTONS. TIME CONSTANT. VIEW OF THERMOSTAT INTERIOR SELECT "60'F" FOR OUTDOOR AIR COOLING LOCKOUT TEMPERATURE. " 21. DAYLIGHT SAVINGS SCREEN. CHOSE "YES" TO HAVE AUTOMATIC INPUT JUMPERS SHEET NUMBER: PRESS PROGRAM STARTUP BUTTON. DAYLIGHT SAVINGS TIME ADJUSTMENTS MADE TO THE LOCAL TIME IF 39. 'HEATING LOCKOUT TEMP' SCREEN. USE ARROW BUTTONS TO THE LOCAL AREA RECOGNIZES DAYLIGHT SAVINGS TIME. PRESS THE SELECT "75'F" FOR OUTDOOR AIR HEATING LOCKOUT TEMPERATURE. CLOCK SETUP BUTTON. SET THE INPUT JUMPER FOR THE TYPE OF INPUT SIGNAL, TO MA. _ NOT TO SCALE PRESS PROGRAM STARTUP BUTTON. SET THE ACTION JUMPER FOR DIRECT DIR. SET TC JUMPER TO DLY 5 g THERMOSTAT DIP SWITCH SETTINGS DETAIL 300 40. 'D11 USED FOR' SCREEN. USE ARROW BUTTONS TO SELECT "FAN PROVING" END OF SEQUENCE. NEW STORE! FULL GUT PLUMBING CODED NOTES PLUMBING GENERAL NOTES RESPONSIBILITY MATRIX LEGEND 100 CONNECT NEW SANITARY LINE INTO THE LANDLORD'S EXISTING SANITARY 1. THE ABBREVIATION G.C., WHEREVER IT APPEARS IN THESE PLUMBING k N\ DRAWINGS, SHALL REFER TO THE GENERAL CONTRACTOR. \ EE: SERVICE AS SHOWN. FIELD VERIFY EXACT LOCATION OF LANDLORD'S MAIN •i PRIOR TO BIDDING. INSTALL CLEANOUT AT CONNECTION TO LANDLORDS READ THE \. STOREFRONT EXTRUSION 0 GC FACTORY FINISHED 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TOR �\ \\\ MAIN AND COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND MATCH FLOOR FINISH WITH G.C. REFER TO WASTE AND VENT RISER IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK 33.6 L= LANDLORD DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C OMM 0 OWNER(GAP INC.) FURNISHED BY C ENTS OF ALL TRACTORS WITH ALL DIVISIONS OF WORK. :'..'. ...."..:.'.".:`.".':....'.....'....'. PROVIDE ALL SUB CONTRACTORS WITH 33.7 ITEM GC=GENERAL CONTRACTOR CONTRACTOR'S RESPONSIBILITY TO PR V — .. _ 101 EXTEND & CONNECT NEW VENT PIPING INTO EXISTING 2 VENT STUB OUT. A COMPLETE SET OF BID DOCUMENTS. NA NOT APPLICABLE I INSTALLED BY I REFER TO WASTE AND VENT RISER DIAGRAM AND PLUMBING -. 101 EXISTING- -2" SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE \. VENT 3/4" , PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING �� EXISTING 3/4 CW _ CONTRACTOR. COORDINATE ROOF PENETRATIONS WITH LANDLORD AND G.C. I -I RESPONSIBILITY MATRIX EINCE CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER TAP. ............ 102•milh 102 301 -: .:., NOTIFY G.C. IF TAP IS SMALLER THAN SHOWN. REFER TO COLD WATER 4, ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO "�� > 1 WATER LINE TO LEASE SPACE L L AND HOT WATER RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR 3/4"_/1 3/4" .- A. . � - ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING ..�:' SEWER LINE TO LEASE SPACE L L ADDITIONAL REQUIREMENTS. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GAP INC. =•;::;k��: �. .<::<;:<-;-:� : ..r;.r. °� 300 CORPORATE ARCHITECTURE w 1 FCO 1/2 .> ...:>:> *�` 2' 3 4;`'�- 103 INSTALL 1/2 WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER 5. ALL SHUT—OFF VALVES , WATER HAMMER ARRESTOR, ETC LOCATED IN 901 CHERRY AVENUE .� '. :.: ...:: / REMARKS. ACCESSIBLE LOCATED IN AN ACCESS 300 S °° °�.,.* ::!D°': '''"" �' ''--- -••' � 'T? :.% NEWSTORE/ FULLGUT \ \\.,, ,.\\\NI �� LOOSE PVC TOP CAP NI. 1/4 DIAMETER k\ THRU BOLT WITH `~'� I 1 \\\"\� TOGGLE (TYP. OF 2) INSULATE ALL 1111-111■ \--- \ PIPING IN 3" VACUUM ACCORDANCE WITH ''. \'-- SPECIFICATIONS RELIEF / : I VALVE = 41' UNION (TYP.) PAN HEAD SCREWS �+ LABEL - GATE/BALL TO SECURE STRAPS eTh2"X4" I\ VALVE(TYP.) 3/4" T & P RELIEFti .' VALVE \3/4" X 2" POPLAR - CW °T° i-i i- „ " PLYWOOD TRIM " EXTENT OF WOOD 26" 3/4"--/ XI 3/4 T WATER HEATER SCREWED TO 2"X4" „ HOLDER THERMAL 3/4"� / SEE PLUMBING GAP INC. 6 Z EXPANSION �/ X FIXTURE CORPORATE ARCHITECTURE DIAMETER TANK / SCHEDULE FOR 901 CHERRY AVENUE PVC TUBE \ J ADDITIONAL INFO. 10 J SAN BRUNO, CA 94066 2" WIDE, 20 GA. STORE NO.: METAL STRAP \-----J, i I, ,III SHEET METAL BAND, 9643(TYP. OF 2) 3 1 1 SECURE TO WALL SECURE TO WALL \ J \ FOR SEISMIC FOR SEISMIC PVC BOTTOM CAP BRACING WHERE y Ali I BRACING WHERE STORE NAME: WASHINGTON SQUARE SECTION GLUED IN PLACE REQUIRED BY REQUIRED BY 24" A.F.F. CODE. 6 I � / CODE. NTS T� i GALV. DRIP PAN. STORE LOCATION: THIS TUBE CONTAINS DRAIN VALVE PROVIDE 6" CLEARANCE STORE DRAWINGS AND SHELF ABOVE MOP SINK BETWEEN WATER HEATER GAP KIDS/BABY, SUITE W14 IS NOT TO BE REMOVED WITHOUT CEILING TO BE MOUNTED N AND GALV. DRIP PAN ON 9677 SW WASHINGTON SQUARE RD. ATTACH A LABEL THE CONSENT OF THE ELEVATION ON THE WALL OR PLATFORM ALL SIDES TIGARD, OR (WITH CLEAR TAPE) STORE MANAGER. NTS „ SEPARATE 1" 97223-4452 1 RUN FULL DRAINS TO THANK YOU. SIZE TO MOP MOP SINK SINK GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: DRAWING TUBE NOT TO SCALE TANK WATER HEATER NOT TO SCALE 102 300 00 08/11 /08 1 OPENING Q1 /Q2 2009 MA i - X" EXTRA HEAVY DUTY CAST IRON PLUG ADJUSTABLE SCORIATED SECURED COVER. 2" CW I BRONZE TAPER THREAD PLUG fEXISTING „ „ WITH COUNTER SUNK HEAD 34 �4 r r,- u \ / / 1�„ �4„ �Z 451 WYE AND 1/8TH BEND FLOW • FITTING OR COMBINATION / �1�� „ FITTING L - I) " LAV NOTE: -' CLEAN-OUT TO BE J.R. SMITH \I 1 1 (-)J EI IL' MODEL 4220-F SERIES OR EQUAL INSTALLATION SHALL BE FLUSH \ WITH SURROUNDING FLOOR SURFACES. 300 I 3,4" M3-1 t J / /$ rl 3� CW TO E FLOW ,� LOW FLOW(3- \ L PROFESSIONAL STAMP: • NOT TO SCALE NOT TO SCALE NOT TO SCALE • 1,3.• .� 306 301 COLD WATER AND HOT WATER RISER DIAGRAM 101 , S .f AL TYPICAL CLEANOUT DETAIL CONDENSATE PIPING CLEANOUT S{v I P' .0;\ 'NG 1 . t EXTEND TO EXISITING 2" VENT STUB OUT A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS BEEN GRANTED TO \ JUSTIN RONALD HARDY VALID ONLY N. UNTIL OFFICIAL ACTION IS TAKEN ON '•'''\ \ 11/12/2008 FOR OREGON REGISTRATION. ')/ \, I ARCHITECT INFO: CONDENSATE IN LINES FROM THE AIR./HANDLING LING UNITS � teen er arro�u I 1211 / 1X�" 1430 West Peachtree Street, N.W. I/ ( 1h„ WCO h I I ` Suite 200 Atlanta, GA 30309 I 2 " t: 404 601 4000 f:404 601 3980 Ea 4" •► ISSUE TYPE:,...,,,2 LANDLORD/PERMIT/BID 11/13/08 WCO 1 3" pr,,,,,,,,- SCALE: AS NOTED I I24. DRAWN BY: HHT CONDENSATE DRAIN LINES FCO FROM THE AIR HANDLING UNITS A&E JOB NO.: 20080475.5 SHEET TITLE: �� PLUMBING DETAILS & RISERS :2:21 / //////`/ 3 3" SHEET NUMBER: EXISTING 4" SANITARY SEWER- NOT TO SCALE M 3 _ 1 WASTE AND VENT RISER DIAGRAM 100 _ NEW STORE/ FULL GUT k ,..\\:\., \\\•1: , .:. ... SPRINKLER HEAD LEGEND , ,,,\:\ .. • • .i,� �: , � iti,ii SYMBOL DESCRIPTION REMARKS t''''',s.:'':. .,,::<EA • .• ,,,,,,i ,c..::,,Ri.:,,,, ,,11:11L:ta.. ,\:\,„.\\„ \ \ • X BRONZE UPRIGHT HEAD GAP INC. 1 CORPORATE ARCHITECTURE • :: CONCEALED HEAD 901 CHERRY AVENUE .:::.:. _ SAN BRUNO, CA 94066 ...............::::.: • •. : ................ ... • . •.. • ••,...: ............... .............. .............. ..........:>:. ................. .... STORE NO.• : 9643 : : x• . .. STORE NAME: WASHINGTON SQUARE . : NOTES • • • • • • • • 200 • • STORE LOCATION: 100 PLACE "AS—BUILT" SPRINKLER DRAWINGS IN DRAWING TUBE. REFER GAP KIDS/BABY, SUITE W14 ••-- TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9677 SW WASHINGTON SQUARE RD. • 200 INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS TIGARD, OR < REQUIRED BY NFPA 13. COORDINATE INSTALLATION OF HEADS WITH 97223-4452 HVAC CONTRACTOR AND G.C. • • • • • • ::: :::::...• ::<, • 0.::::: GAP PROJ. I.D.: 0000044301 ::' 300 LANDLORD SPRINKLER MAIN Ff. co ;_; ;.. PROTOTYPE V9 D • . 300 08/11 /08 • : .....::..................:.:..• ............:..................:::::....• :: 1,00 :: : : ::.: :::: S OPENING Q1 /Q2 2009 y . SPRINKLER GENERAL NOTES 1. THE ABBREVIATION GC, WHEREEVER IT APPEARS IN THESE • MECHANICAL AND ELECTRICAL DRAWINGS, SHALL REFER TO THE •::::::::::::::::::: : : GENERAL CONTRACTOR. i:ASPLAY.ti .. • Eii\; 2 REQUIRED TO • DIVISION OF WORK IS RE UIRE • :: • THE CONTRACTOR FOR THIS DI Q :: .. .. :: READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL • • "��"„�4� DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION• • • �` OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL ': """ " "" """ `: :" "`' :' : 'A' DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO : 0 • :: COMPLETE SET OF B ,,, <., SUBCONTRACTORS I PROVIDE AL DOCUMENTS. • • • 3 FIRE PROTECTION PLANS, SPR INKLER DRAWINGS, MUST BE ENGINEERED AND WET SIGNED BY A LANDLORD APPROVED, LICENSED • REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. FINAL INSTALLATION MUST COMPLY WITH NFPA 13 • AND STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. :(;,'/2 ;,;; 4. SPRINKLER HEAD LAYOUT IS A SUGGESTED LAYOUT. COORDINATE .E SPRINKLER HEAD LAYOUT AND PIPE ROUTING WITH ARCHITECTURAL PLANS, STRUCTURAL PLANS, HVAC CONTRACTOR, ELECTRICAL CONTRACTOR AND THE G.C. THIS CONTRACTOR SHALL INCLUDE IN THE BID AND BE RESPONSIBLE FOR EXACT QUANTITY OF SPRINKLER HEADS REQUIRED FOR COVERAGE AND FINAL APPROVAL. 5. LOCATE SPRINKLER MAIN AND RELATED SHUT OFF VALVES IN AN ACCESSIBLE LOCATION WITHIN THE STOCKROOM. ED100 FIRE SPRINKLER PLAN M4-0 1/8" = 1'-0" N PROFESSIONAL STAMP: •°. `Ci 0 R ; 0„c„,\S eR,o ' ( ' ,P i■I'T , 0 ii:”I '<<\NGI ti� C %,_11N R 1.: 417"; A TEMPORARY PERMIT TO PR A C ICE IN OREGON HAS BEEN GRANTED TO JUSTIN RONALD HARDY VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON RESPONSIBILITY MATRIX LEGEND 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: STOREFRONT EXTRUSION L 0 FACTORY FINISHED GreenbergFarrow A i A - A 1430 West Peachtree Street, N.W. L = LANDLORD (FURNISHED BY --COMMENTS Suite 200 ITEM 0 = OWNER (GAP INC.) - Atlanta, GA 30309 GC= GENERAL CONTRACTOR INSTALLED BY t:404 601 4000 f:404 601 3980 ISSUE TYPE: RESPONSIBILITY MATRIX LANDLORD/PERMIT/BID 11/13/08 SPRINKLER SUBMITTAL REQUIREMENTS FIRE PROTECTION NOTE SCALE: AS NOTED SPRINKLER MAIN TO LEASE SPACE L L DRAWN BY: HHT THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS SIMON PROPERTY GROUP'S INSURANCE PLAN REVIEW GROUP CONTACT IS: BACK—FLOW PREVENTOR AND FLOW DETECTOR _ L _ L AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL BILL CARY, ACCOUNT ENGINEER. A&E JOB NO.: 20080475.5 APPROVAL OF HEAD LOCATIONS AND TYPES. GLOBAL RISK CONSULTANTS REMARKS: 2551 E. SARATOGA STREET NOTE: SHEET TITLE: THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING GILBERT, AZ 85296 THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY FIRE SPRINKLER PLAN COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO TEL. 408.926.8858 - ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN OWNER AND OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS / OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL UNTIL ALL APPROVALS HAVE BEEN RECEIVED. ALL PLAN SUBMISSIONS FOR SPRINKLER SYSTEMS, WATER SUPPLIES, FIRE PUMPS, RESPONSIBILITY STAND PIPES AND FIRE ALARM, SYSTEM SHALL BE MADE TO MR. CARY. CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK . RESPONSIBILITY. SHEET NUMBER: NA 4 . 0 ,. . . NEW STORE/ FULL GUT DIVISION 15 - MECHANICAL 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE B. EQUIPMENT AND INSTALLATION B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL SECTION 15000 TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. BASIC MECHANICAL REQUIREMENTS 1. REFER TO PLANS FOR EQUIPMENT AND FIXTURE SCHEDULES. A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. C. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. \ A. NOTE A. TRAP PRIMERS SHALL BE PRECISION PLUMBING "PRIME-RITE" OR EQUAL. 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE MECHANICAL B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. D. PERMITS, FEES, AND CHARGES. '\`: DRAWINGS AND SPECIFICATIONS, SHALL REFER TO THE GENERAL CONTRACTOR. B. WATER HAMMER ARRESTERS SHALL BE ZURN "SHOCKTROL" OR EQUAL. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED E. TESTS AND TEST CERTIFICATES. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER 2. SANITARY PIPING SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO TRADES. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, THIS AND THE OTHER SECTIONS OF DIVISION 15. A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE \\\\\, 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE AVOID INTERFERENCES AND CONFRONTATIONS. CONTRACTOR SHALL USE APPROVED RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK, IT IS THIS INCLUDED REMOVE" DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. 1\, ED SHALL BE STAMPED "DO NOT REMOVE AND PLACED IN DRAWING BRANCHES AND SUBMIT CALCULATIONS TO THE G.C.'S CONSTRUCTION MANAGER CONTRACTOR'S RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A TUBE LOCATED NEXT TO THE ELECTRICAL PANELS. (SEE DRAWINGS FOR B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF UPON REQUEST OR REWORK SYSTEM TO THE G.C. CONSTRUCTION MANAGER'S COMPLETE SET OF BID DOCUMENTS. LOCATION.) TENANTS IN SPACES BELOW, WHEN APPLICABLE INSULATION TO BE AS SATISFACTION. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND SPECIFIED FOR WATER PIPING. INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO H. DISCREPANCIES IN DOCUMENTS 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE GAP INC. COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. CONFIRM CORPORATE ARCHITECTURE 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND REQUIREMENTS WITH THE G.C. PRIOR TO BID. 901 CHERRY AVENUE 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR SAN BRUNO, CA 94066 DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS. B. SHOP DRAWINGS COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE G.C.'S CONSTRUCTION 1. THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS STORE NO.: LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF MANAGER, IN WRITING OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO B. ALL OTHER: TYPE 'L' OR TYPE "M" (IF PERMITTED BY LANDLORD AND LOCAL 96 43 BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND SUBMISSION OF BID. OTHERWISE, THE G.C.'S CONSTRUCTION MANAGER'S CODE AUTHORITY) DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT SIX (6) COPIES TO THE G.C. FOR ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL AND 95-5 TIN-ANTIMONY SOLDER ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. STORE NAME: WASHINGTON SQUARE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE WITH NO ADDITIONAL COMPENSATION PERMITTED. 2. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 4. PIPING OF DISSIMILAR METALS MUST BE DI-ELECTRICALLY SEPARATED. I. PHASING REQUIREMENTS COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO STORE LOCATION: 6. REFER TO RESPONSIBILITY SCHEDULE ON THE MECHANICAL DRAWINGS FOR 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID UNTIL ALL APPROVALS HAVE BEEN RECEIVED. GAP KIDS/BABY, SUITE W14 AFFECT BID. REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND NOTIFY THE G.C.'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING 9677 SW WASHINGTON SQUARE RD. AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR B. GENERAL REQUIREMENTS THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO MUST VERIFY THE OPERATIONS OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE G.C.'S TIGARD, OR ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. CONSTRUCTION MANAGER. 97223-4452 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A J. DEMOLITION BLOCKAGE. C. EQUIPMENT AND INSTALLATION COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN GAP PROD. I.D.: 0000044301 THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING 1. SPRINKLER HEADS: SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C.. EQUIPMENT SUPPLIED. PROTOTYPE V9 DATE: PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT A. FUSIBLE LINK TYPE AND STYLE AS INDICATED OR REQUIRED BY THE APPLICATION. INSTALLATION WITH THE LANDLORD AND THE G.C. CONSTRUCTION MANAGER, AS INTACT. 6. INSULATE ALL HOT WATER AND COLD WATER PIPING WITH 1" THICK (K=0.23 0 75 UNLESS OTHERWISE INDICATED, PROVIDE HEADS WITH NOMINAL 1/2" DISCHARGE 08/11 /08 REQUIRED. F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND ORIFICE FOR "ORDINARY" TEMPERATURE RANGE. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OPENING Q1 /Q2 2009 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC B. CONCEALED AUTOMATIC SPRINKLER HEAD (ALL BRANDS): OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH MODEL #G-1, BRONZE HEAD WITH WHITE COVER PLATE BY RELIABLE AUTOMATIC AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. SPRINKLER COMPANY OR EQUAL. MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY C. SEMI-RECESSED AUTOMATIC HEAD (BANANA REPUBLIC CLASSIC ONLY): COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING MANAFACTURER VIKING, MODEL A1-06662B. ESCUTCHEON (BANANA REPUBLIC CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND CLASSIC ONLY): MANAFACTURER VIKING, MODEL F1-06911A. MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH SEISMIC BRACING WHERE REQUIRED BY CODES. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN D. RECESSED AUTOMATIC SPRINKLER HEAD: MODEL #G WITH BRIGHT CHROME FINISH CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. HEAD AND WHITE ESCUTCHEON BY RELIABLE AUTOMATIC SPRINKLER COMPANY RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY INC. OR EQUAL. STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR 10. CLEAN-OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. FLOOR UNLESS SPECIFICALLY NOTED OTHERWISE. CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT DRAINS SHALL BE J.R. SMITH 2005A-P050 OR EQUAL WITH TRAP PRIMER CONNECTION. E. UPRIGHT AUTOMATIC SPRINKLER HEAD: MODEL #G WITH NATURAL BRONZE FINISH OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO BID WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS. HEAD BY RELIABLE AUTOMATIC SPRINKLER COMPANY INC. OR EQUAL. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE G.C. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS CLEAN-OUT LOCATIONS SHALL BE APPROVED BY THE G.C.'S CONSTRUCTION F. SPRINKLER HEADS BY GLOBE, STAR, GRINNELL, VIKING OR CENTRAL SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. K. SLEEVES MANAGER. CONSIDERED EQUAL. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT G. SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 8'-0" ABOVE THE GOOD ENGINEERING AND CONSTRUCTION PRACTICES. FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH FINISHED FLOOR AND ABOVE STORAGE DECKS ARE TO BE CONCEALED. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, 2. PIPING: UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD A. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. A. COPPER TUBE AND FERROUS PIPE IN ACCORDANCE WITH NFPA-13 SECTION 3-3 STRINGENT. B. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO AND LANDLORD AND LOCAL CODE REQUIREMENTS. CPVC AND POLYBUTYLENE IS 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL NOT PERMITTED. BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE HOURS. C. CODES RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN WHERE APPLICABLE. LANDLORD'S DESIGN CRITERIA AND LOCAL CODES IF MORE STRINGENT. PIPE SIZING CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED SHALL BE BASED ON NFPA ORDINARY HAZARD, REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER 4. ALL SPRINKLER LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE, AVOIDING INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE L. HANGERS METER IS REQUIRED. INTERFERENCE WITH LIGHT FIXTURES, DUCTS, PIPES, STORAGE DECK, ETC. FIRE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS SEPARATE LINE ITEM IN THE BID AFTER CONTRACT IS ISSUED, NO ADDITIONAL 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, C. GAS PIPING INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHT COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., FIXTURES, DUCTWORK, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO CONTRACTOR. NECESSARY FOR THE INSTALLATION OF WORK. 1. FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO INSTALLATION. PROFESSIONAL STAMP: D. LICENSES, PERMITS, INSPECTIONS & FEES PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 0 R (�`2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW IST 5. WHERE POSSIBLE BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES s Q1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2 1 2" l_INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. / INTERFERING WITH CEILING HEIGHTS, LIGHT FIXTURE PLACEMENT, DUCTWORK, ` V ■ OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR AND LARGER. EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 2. FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND 3. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH NGINE Q' INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO PIECE OF EQUIPMENT. 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION /� \'�N SUBJECT TO LANDLORD CRITERIA. R FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL -�•...__. E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH THE G.C.'S � 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO A TEMPORARY PERMIT TO P'A C TI CE 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, ROUGH-IN. I N OREGON HAS BEEN GRANTED TO THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. WHICHEVER IS MORE STRINGENT. JUSTIN RONALD HARDY VALID ONLY FOR THE BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PRE-QUALIFIED, 7. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE UNTIL OFFICIAL ACTION IS TAKEN ON LISTED IN THIS CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR THE OWNER 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY 5. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST- INHIBITING PAINT. HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE 11/12/2008 FOR OREGON REGISTRATION. OF AT LEAST $500 PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY SEPARATED. AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR OTHER DEFECTS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ARCHITECT INFO: THAT SPECIFIED WILL BE REVIEWED. ALL SUBSTITUTIONS ARE SUBJECT TO OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS APPROVAL IN WRITING, THROUGH SHOP DRAWINGS PROCESS, BY THE G.C.'S END OF SECTION 15000 APPLICABLE NFPA 54 CODES. CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE OWNER RESERVES THE DIVISION 15 - MECHANICAL INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT GreenbergFarrow RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY SECTION 15200 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS THIS CONTRACTOR'S EXPENSE. UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT PLUMBING OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 1430 West Peachtree Street, N.W. AT THE CONTRACTOR'S EXPENSE. 8. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND Suite 200 A. SCOPE OF WORK 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING Atlanta, GA 30309 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO JURISDICTION, AND THE G.C.'S CONSTRUCTION MANAGER. t:404 601 4000 f:404 601 3980 G.C.'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING END OF SECTION 15200 9. FURNISH AND INSTALL 10 LB. TYPE "ABC" FIRE EXTINGUISHERS, WITH CABINETS IF ISSUE TYPE: OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, REQUIRED, AND AT LEAST A "2A1OBC" RATING. LOCATIONS TO BE ESTABLISHED IN LANDLORD/PERMIT/BID 11/13/08 THE JOBS PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE C.C.'S ' OFFICE 'SD THE SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, DIVISION 15300- MECHANICAL THE FIELD BY THE G.C.'S CONSTRUCTION MANAGER AND THE LOCAL FIRE CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: SECTION 15300 PROTECTION OFFICIAL. MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN FIRE PROTECTION BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. SCALE: AS NOTED D DRAWL A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. A. SCOPE OF WORK END OF SECTION 15300 DRAWN BY: HHT F. GUARANTEE B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. 1. THIS CONTRACTOR MUST USE A LANDLORD APPROVED FIRE PROTECTION DIVISION 15 - MECHANICAL A&E JOB NO.: 20080475.5 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK. ALL COSTS MUST BE SECTION 15500 UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR C. FIXTURES AND EQUIPMENT AS SCHEDULED. INCLUDED IN THIS CONTRACTORS BID. FIRE PROTECTION CONTRACTOR MUST HEATING, VENTILATION, AND AIR CONDITIONING SHEET TITLE: OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE COMPLY WITH ALL SECTIONS OF THIS SPECIFICATION AND INCLUDE SAME IN BID. DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO A. SCOPE OF WORK MECHANICAL SPECIFICATIONS THE INSTALLATION BY THE GENERAL CONTRACTOR'S PLANS). (IN WRITING) OF TH 2. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, CONSTRUCTION MANAGER. EXTENDED WARRANTIES ARE CONTRACTOR'S SPECIFIED WITH TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, INDIVIDUAL EQUIPMENT. E. TESTS AND ADJUSTMENTS. AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF 2. THE OWNER SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, ON EQUIPMENT PROVIDED BY THE OWNER 12D ITS VENDORS. THIS CONTRACTOR ALL PARTS ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: SYSTEM, AND AS SUCH, NO ADDITIONAL RRAN MONIES SHOULD BE INCLUDED WORKING IN THE ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE SHEET NUMBER: CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. COVERAGE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA-13, LOCAL CODES, BID. LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND THE OWNER. m 5 .. 0 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO G. RECORD DRAWINGS FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. 2 EFORE STARTING ING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE I. C SWING CHECK VALVES, 2—INCH AND SMALLER: NEWSTORE/ FULLGUT THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B62 WITH SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (IE. ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. HORIZONTAL SWING, Y—PATTERN, RENEWABLE BRONZE DISC, AND HAVING OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST COORDINATE STEEL FRAMING REQUIREMENTS, ROOF PENETRATIONS, AND ROOF FLASHING THREADED OR SOLDERED ENDS. s \.k \AVOID INTERFERENCES AND CONFRONTATIONS. PRIOR TO DEVICE CONNECTION. REFER TO DETAILS. WITH G.C. TO DETERMINE SCOPE OF WORK PRIOR TO BID. THIS CONTRACTOR MUST 4 \\\ RECEIVE WRITTEN APPROVAL BEFORE ANY ADDITIONAL WORK TAKES PLACE. D SWING CHECK VALVES, 2-1/2 INCH AND LARGER: k 3 RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA CLASS 125, CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE MUST BE INCLUDED IN BID PROPOSAL. 5. SUPPORT SYSTEMS K. CONDENSATE PIPING BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE A. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS VALVE REMAINS IN THE LINE. \\\\\\, B. HVAC EQUIPMENT INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET 1 INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 1 PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THE OWNER OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING TIN—ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC E COMBINATION BALANCING AND SHUT—OFF VALVES: \ AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS AND SCHEDULES FOR DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS SEPARATION BETWEEN DISSIMILAR METALS. DRAIN SHALL TERMINATE AT A CODE BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT `'�, REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL APPROVED LOCATION. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SE I iLR BALANCE WHEEL MUST BE INCLUDED WITH O&M MANUAL. TACO OR TEN (10) YEAR HEAT EXCHANGER WARRANTY. BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND HOMESTEAD ARE CONSIDERED AS EQUAL. , � AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. , \ 4 PIPING SPECIALTIES ; � 2 ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. � � � \ APPURTENANCES, AND ACCESSORIES OMP PROVIDED RESPECT MEET THE DESIGN INTENT AND B. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM A PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG) — 1/4 INCH NPT FITTINGS '`\\\\ \\ APEURTEN C THE SYSTEMS SHOWN ON THE DRAWINGS AND DESIGN INTENT HEREIN. 1-1/2"X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE 2 EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 U.V. RESISTANT PVC PIPING. TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH PVC JOINTS SHALL BE SLIP FIT. DRAIN SHALL TERMINATE AT A CODE APPROVED FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT GAP INC. 3 EQUIPMENT SHALL BE INSTALLED AND START—UP PERFORMED IN STRICT ACCORDANCE SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. LOCATION. 400 PSIG AT 0 DEG F TO 200 DEC F CORPORATE ARCHITECTURE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST B STRAINERS — "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH 901 CHERRY AVENUE BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. 6. DUCTWORK CLEANING FOR PAINT APPLICATION 3 INSULATE ALL INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 0 75 F) PIPE PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, SAN BRUNO, CA 94066 INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME FLANGED FOR 2-1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 C. METAL DUCTWORK — NO FIBERGLASS DUCT ALLOWED A. ALL DUCTWORK REQUIRING PAINTING AND EXPOSED IN SALES AREAS AND SPREAD AND SMOKE DEVELOPED RATINGS. INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. STORE NO.: FITTING ROOMS SHALL BE PHOSPHATIZED OR "PAINTGRIP" SPIRAL GALVANIZED PROVIDED WITH BLOWDOWN VALVE WITH HOSE END FITTING. 9643 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY UNINSULATED SHEET METAL EXCEPT FOR SPIRAL DUCTWORK BY LINDAB 4 INSTALL ALL NECESSARY PIPE HANGERS, AND SADDLES TO PROPERLY SUPPORT ALL C THERMOFLO INDICATOR — BELL & GOSSETT MODEL "TFI" THE G.C.. SIGNIFICANT DEVIATIONS IN ROUTING OR SIZING OF THE DUCTWORK PIPING PRODUCTS WHICH IS TO BE PREPARED ACCORDING TO THE PAINT CONDENSATE PIPING. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE STORE NAME: WASHINGTON SQUARE SYSTEMS MUST BE CLOUDED AND NOTED ON THE SHOP DRAWINGS. THESE / MANUFACTURES RECOMMENDATIONS FOR THE ADHERENCE OF PAINT. SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE 5 INSULATION SURFACES SHALL BE CLEAN, DRY AND FREE FROM SPIRAL MANUFACTURER'S REQUIRED BY CODES. A ALL HYDRONIC PIPING FOR CHILLED WATER AND HEATING WATER (NOT INCLUDING STORE LOCATION: SIGNIFICANT DEVIATIONS MUST BE APPROVED BY THE OWNER'S ENGINEER PRIOR TO LUBRICANTS THAT WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF CONDENSER WATER UNLESS SPECIFICALLY NOTED OTHERWISE), VALVES, FABRICATION OR INSTALLATION. APPLIED PAINT COATING. REMOVE ALL DIRT AND GREASE FROM GALVANIZED L. REFRIGERANT PIPING FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 GAP KIDS/BABY, SUITE W14 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND SPIRAL DUCTWORK WITH A WATER BASED COMMERCIAL DETERGENT AND WIPE 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE REFRIGERANT PIPING INCHES, INSULATE WITH 1 INCH THICK (K=0.23 75 DEG F) FIBERGLASS 9677 SW WASHINGTON SQUARE RD. DRY WITH DRY CLEAN CLOTHS. SURFACE SHALL BE FREE OF ALL FOREIGN INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT SYSTEM BETWEEN THE INDOOR FAN UNITS AND OUTDOOR FAN UNITS. MATERIALS. 2-1/2 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH THICK (K=0.23 0 75 TIGARD, OR CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE 2 PIPING DEG F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR ENFORCED, (IE. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT D. FLEXIBLE CONNECTIONS BARRIER. 97223-4452 CONSTRUCTION STANDARDS. A REFRIGERANT PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBING 3. ROUND AND FLAT OVAL DUCTWORK 1 FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS (ASTMB88). TUBING SHALL BE CLEAN, CAPPED AND NITROGEN CHARGED. B INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE GAP PROJ. I.D.: 0000044301 BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND HARD AND NON—COMPRESSIBLE. A. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK, EXCEPT DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE B ALL FITTING AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI PROTOTYPE V9 DATE: SYSTEMS WITH DROP BOX DIFFUSERS, SHALL BE LINDAB, UNITED MCGILL OR DUCTS CROSS BUILDING EXPANSION JOINTS. C ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 SEMCO DUCT SYSTEMS CONSISTING OF FITTINGS THAT ARE FACTORY FITTED WITH 816.22). ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER— AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 TO CONFORM WITH 08/11 /08 FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE—COATED FLAMEPROOF PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS-5 A SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO 2 NFPA REQUIREMENTS. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND ALLOY. OPENING Q1 Q2 2009 THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE USE OF DUCT SEALER. PREVENT THE TRANSMISSION OF VIBRATION. D PROVIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES, ELLS OR C ALL ELBOWS SHALL BE LONG RADIUS TYPE. SPECIALTY FITTINGS. B. MATERIAL: ALL DUCT AND FITTINGS SHALL BE G-90 OR G-60 GALVANIZED E. VIBRATION ISOLATION DEVICES STEEL IN ACCORDANCE WITH ASTM A-643 AND A-924. 3 INSTALLATION 6 GENERAL INSTALLATION 1 VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED IN ALL A SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION A INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS C. CONSTRUCTION: ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. SMACNA'S DUCT CONSTRUCTION STANDARDS +10 IN W.G. STRUCTURE. RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT 2 VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND MANUFACTURER'S RECOMMENDATIONS. B BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 D. FITTINGS: SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. B BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WORKING MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED a. ALL FITTING ENDS SHALL COME FACTORY EQUIPPED WITH A SEALING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" PER 10 FEET. GASKET. GASKET SHALL BE CLASSIFIED BY UNDERWRITER'S 3 EXAMINE DEAD LOAD AND OPERATING LOAD CONDITION WHEN SELECTING DEVICES. BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL BRAZING AND LABORATORIES TO CONFORM TO ASTM E84-91A AND NFPA 90A ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING '' THE ISOLATOR. ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND C REFER TO MECHANICAL DRAWINGS FOR APPLICABLE DETAILS. FLAMESPREAD AND SMOKE DEVELOPED RATINGS OF 25 50. SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR / 4 CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT LEAKS WITH AN INERT GAS UP TO 245 PSIG. REDO LEAKING JOINTS AND b. ALL FITTINGS SHALL BE CONTINUOUSLY STITCH WELDED OR SHALL BE THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. MERCURY.UNIT CHARGE IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS 5 STANDING SEAM GORELOCK CONSTRUCTION AND INTERNALLY SEALED. MERCURY. CHARGE SYSTEM WITH 25 PSI OF R-22 AND AN INERT GAS TO 245 5 CONSULT MANUFACTURER FOR APPLICATION DATA. PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS SECTION 15950 MUST BE COMPLETELY RESEALED UNTIL NO LEAKS EXIST. TURN ON CRANK CASE TESTING, ADJUSTING, AND BALANCING C. THE RADIUS OF ALL 90' AND 45' ELBOWS SHALL BE 1.5 TIMES THE ELBOW HEATERS 24 HRS PRIOR TO STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT DIAMETER. THE RADIUS OF ALL 15', 30'AND 60' ELBOWS SHALL BE 1.0 F. FLEXIBLE AIR DUCT LIQUID IS OUT OF THE COMPRESSOR. TIMES THE ELBOW DIAMETER. PART 1 GENERAL 1 FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING C UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING d. ALL FITTINGS THAT ARE OF EITHER SPOT WELDED OR BUTTON PUNCHED PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY AWINGS. 1.1 SUMMARY WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY ALUMINUM MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. SEALED. WHEN CONTRACT DOCUMENTS REQUIRE DIVIDED FLOW FITTINGS ) A. SECTION INCLUDES TESTING, ADJUSTING, AND BALANCING OF AIR, ONLY FULL BODY FITTINGS WILL BE ACCEPTED. ALL BRANCH INCLUDED AS SUCH IN THE BID. D INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY WITH WATER AND REFRIGERATION SYSTEMS AND MEASUREMENT OF FINAL CONNECTIONS SHALL BE MADE AS A SEPARATE FITTING. FIELD RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD OPERATING CONDITION OF HVAC SYSTEMS. INSTALLATION OF TAPS INTO SPIRAL DUCT SHALL NOT BE ALLOWED. 2 FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIR DUCT MAY RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM NOT INSULATE THE HOT GAS (LIQUID) LINES OR ANY HOT GAS BYPASS LINES IF 1.2 REFERENCES e. ALL VOLUME DAMPERS SHALL BE FITTING SIZED TO SLIP INTO SPIRAL G.C.'S CONSTRUCTION MANAGER UNLESS NOTED OTHERWISE. APPLICABLE. DUCT. DAMPER SHALL HAVE THE FOLLOWING FEATURES: LOCKING A. AABC (ASSOCIATED AIR BALANCE COUNCIL) — NATIONAL STANDARDS 3 FLEXIBLE DUCT SHALL NOT EXTEND OVER 10'-0" IN LENGTH AT ANY ONE LOCATION. FOR TOTAL SYSTEM BALANCE. QUADRANT WITH BLADE POSITION INDICATOR 2" SHEET METAL INSULATION 4 INSPECTION STAND—OFF INTEGRAL SHAFT/ ASSEMBLY SHAFT MOUNTED, LOAD B. NEBB (NATIONAL ENVIRONMENTAL BALANCING BUREAU) — PROCEDURAL / BEARING BUSHINGS GASKETED SHAFT PENETRATIONS TO MINIMIZE G. MANUAL DAMPERS A CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO THE STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL LEAKAGE. LOCAL CARRIER FIELD REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING SYSTEMS. 1 FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL E. PERFORMANCE: SELF SEALING DUCT SYSTEM PERFORMANCE SHALL MEET HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. THE LOCAL CARRIER INSPECTOR FOR FIELD INSPECTION OF WORK PERFORMED AT 1.3 SUBMITTALS SMACNA'S LEAKAGE CLASS 3 REQUIREMENTS AT —10 IN W.G. TO +10 IN W.G. H. FIRE DAMPERS & SMOKE FIRE DAMPERS G.C.'S EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER A. TEST REPORTS: THE TAB REPORT SHALL BE IN THE FORMAT OF THE PROFESSIONAL STAMP: 0 R PERFORMANCE BY CARRIER FIELD REPRESENTATIVE MUST BE CORRECTED AT NO AABC NATIONAL STANDARD REPORT OR THE NEBB CERTIFIED REPORT FORMS k. 0 e F. SUBMITTALS: SUBMIT MANUFACTURERS DUCT SYSTEM CATALOG DATA FOR 1 FIRE DAMPERS SHALL BE RUSKIN MODEL NO. FD36, FD6OFA OR FDR25. ADDITIONAL CHARGES TO G.C. OR THE OWNER. AS PUBLISHED IN THEIR MOST CURRENT EDITIONS. Q'�` REVIEW AND APPROVAL. SUBMIT SHALL INCLUDE DUCT, FITTING AND B. FURNISH FOUR COPIES OF REPORTS, COMPLETE WITH TABLE OF CONTENTS l�js .: SELF SEALING GASKET CATALOG INFORMATION. 2 PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY ALL PAGE AND INDEXING TABS AND WITH COVER IDENTIFICATION AT FRONT. f ~''i 7 s..fir,, M. HYDRONIC PIPING t LOCAL CODES. INCLUDE SET OF REDUCED INDEX DRAWINGS WITH AIR OUTLETS AND EQUIPMEN T 4. RECTANGULAR DUCTWORK 1 FURNISH AND INSTALL A COMPLETE HYDRONIC PIPING SYSTEM AS REQUIRED. IDENTIFIED TO CORRESPOND WITH DATA SHEETS, AND INDICATING ,�tiGIN r- / „ C ''F A. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FSDR25. 2 PIPING C. INCLUDE A COPY OF AABC NATIONAL PROJECT PERFORMANCE GUARANTY `� . ., FOLLOWING PRESSURE CLASSIFICATIONS: A HYDRONIC PIPING FOR CHILLED WATER, CONDENSER WATER AND/OR A TEMPORARY PERMIT TO PRACTICE OR HEATING OR COPY OF NEBB CERTIFICATE OF CONFORMANCE CERTIFICATION. I. DUCTWORK INSULATION & LINING WATER SHALL BE ASTM A53, SCHEDULE 40, STANDARD WIEGHT,BLACK STEEL PIPE IN OREGON HAS BEEN GRANTED TO SUPPLY DUCTS: 2" W.G., POSITIVE RETURN " 1.4 QUALITY ASSURANCE AND EXHAUST DUCTS: 2" W.G., NEGATIVE 1 FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S OR TYPE M COPPER TUBE. BLACK STEEL PIPE SHALL HAVE WELDED FITTINGS FOR JUSTIN RONALD HARDY VALID ONLY WRIT ILN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. PIPE 2-1/2" AND LARGER AND 300# MALLEABLE IRON FITTINGS FOR PIPE 2" AND A. PERFORM WORK IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR UNTIL OFFICIAL ACTION IS TAKEN ON B. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE INSULATION MUST COMPLY WITH NFPA 90A. SMALLER. COPPER TUBE SHALL UTILIZE WROUGHT COPPER FITTINGS WITH 95-5 FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR 11/12/2008 FOR OREGON REGISTRATION. FOLLOWING PRESSURE CLASSIFICATIONS: SOLDER OR SILFOS FOR PRESSURES GREATER THAN 50 PSI. PROVIDE DIELECTRIC NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF . 2 DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT ENVIRONMENTAL SYSTEMS ARCHITECT INFO. SUPPLY DUCTS: CLASS B — 3" W.G. DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED DUCT TO MAINTAIN INSIDE CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS RETURN AND EXHAUST DUCTS: CLASS C — 2" W.G. CLEAR DIMENSIONS. MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS 1.5 QUALIFICATIONS GreenbergFarrow WHERE SERVICE OR REMOVAL MAY BE REQUIRED. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE 3 ALL RECTANGULAR SUPPLY DUCTWORK WITHIN 15 FEET AND RETURN DUCTWORK WITHIN A. THE TESTING, ADJUSTING AND BALANCING (TAB) OF ALL WORK SHALL 1430 West Peachtree Street, N.W. 10 FEET OF THE HVAC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL B ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A BE PERFORMED BY AN INDEPENDENT CONTRACTOR THAT IS CURRENTLY CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED °� AS MINIMUM PRESSURE OF 125 PSI. Suite 200 REQUIRED FOR FINAL AIR BALANCE APPROVAL. BE 1 INCH THICK, 1-1/2 LB DENSITY LINER. LINER SHALL HAVE A COATED LICENSED BY AABC OR NEBB. THE COMPANY SHALL SPECIALIZE IN TAB OF Atlanta, GA 30309 SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND C ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SYSTEMS SPECIFIED IN THIS SECTION AND SHALL HAVE A MINIMUM THREE t: 404 601 4000 f:404 601 3980 MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO YEARS DOCUMENTED EXPERIENCE CERTIFIED BY AABC OR NEBB. C. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT COATED WITH ADHESIVE. SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER VENT ALL PIPING AND BALANCE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ISSUE TYPE: VIBRATIONS, REGARDLESS OF DUCT GAUGE. EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR ADJUSTING SUPERVISOR EXPERIENCED IN PERFORMANCE OF THIS WORK AND LANDLORD/PERMIT/BID 11/13/08 4 INSULATE ALL OF THE FOLLOWING DUCTWORK: SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM LICENSED AT PLACE WHERE PROJECT IS LOCATED. D. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED, UNTREATED OUTSIDE UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED AIR DUCTWORK LOCATED WITHIN THE INTERIOR, ALL EXTERIOR SUPPLY AND RETURN REPRESENTATIVE. 1.6 TIMING SCALE: AS NOTED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. AIR DUCTWORK A. THE COMPLETE TAB REPORTS SHALL BE PROVIDED TO THE OWNER NO " D PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN LATER THAN ONE (1) WEEK PRIOR TO CONSTRUCTION END DATE. DRAWN BY: HHT E. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS— INSULATION SHALL BE 1-1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT A&E JOB NO.: 20080475.5 FIBER—FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR INSTALLED THERMAL RESISTANCE SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL AND 6.0 FOR EXTERIOR DUCTWORK OR AS REQUIRED BY LOCAL CODE, WHICHEVER IS ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS PART 2 PRODUCTS ' BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT NOT USED. SHEET TITLE: CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF ACCEPTED IN LIEU OF TAPE. JACKETING. THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. MECHANICAL SPECIFICATIONS F. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO 5 ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 3 VALVES SEAL FLANGED JOINTS. 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN G. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. A GATE VALVES, 2—INCH AND SMALLER: CLASS 150, BODY AND UNION BONET OF ASTM B62 CAST BRONZE WITH THREADED SPECIFICALLY NOTED OTHERWISE. J. CURBS AND STEEL FRAMING FOR SUPPORT OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE—PACKABLE UNDER PRESSURE. BALL H. PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, 1 THIS CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY CURBS AND BLOCKING VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. SHEET NUMBER: CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH OF THE SAME MANUFACTURER OF B GATE VALVE, 2-1/2 INCH AND LARGER: IT MUST BE APPROVED BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO THE EQUIPMENT SUPPORTED, UNLESS NOTED OTHERWISE. INSULATE UNDER THE CLASS 125 IRON BODY, RENEWABLE BRONZE SEATS AND SOLID SEDGE DISC, m 5 __ 1 INSTALLATION. LAY—IN SUPPLY AND RETURN AIR DIFFUSERS WITH PLASTER COMPRESSOR SECTION. ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE RISING STEM, FLANGED ENDS, AND RE—PACKABLE UNDER PRESSURE. FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3'-0" OF DEVICE. NEWSTORE/ FULLGUT B. FURNISH FOUR COPIES OF REPORTS, COMPLETE WITH TABLE OF CONTENTS J. MEASURE TEMPERATURE CONDITIONS ACROSS OUTSIDE AIR, RETURN AIR, AND 8. COOLING COIL DATA: 17. CHILLERS: PAGE AND INDEXING TABS AND WITH COVER IDENTIFICATION AT FRONT. INCLUDE EXHAUST DAMPERS TO CHECK LEAKAGE. A. IDENTIFICATION/NUMBER A. IDENTIFICATION/NUMBER SET OF REDUCED INDEX DRAWINGS WITH AIR OUTLETS AND EQUIPMENT B. LOCATION B. MANUFACTURER \ \\\N: IDENTIFIED TO CORRESPOND WITH DATA SHEETS, AND INDICATING THERMOSTAT K. AT MODULATING DAMPER LOCATIONS, TAKE MEASUREMENTS AND BALANCE AT C. SERVICE C. CAPACITY LOCATIONS. EXTREME CONDITIONS. [BALANCE VARIABLE VOLUME SYSTEMS AT MAXIMUM D. MANUFACTURER D. MODEL NUMBER AIRFLOW RATE, FULL COOLING, AND AT MINIMUM AIRFLOW RATE, FULL E. AIR FLOW, DESIGN AND ACTUAL E. SERIAL NUMBER ,,,,\,„\ \ C. INCLUDE A COPY OF AABC NATIONAL PROJECT PERFORMANCE GUARANTY OR HEATING. F. ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL F. EVAPORATOR ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL COPY OF NEBB CERTIFICATE OF CONFORMANCE CERTIFICATION. G. ENTERING AIR WB TEMPERATURE, DESIGN AND ACTUAL G. EVAPORATOR LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL \\ L. FOR VARIABLE AIR VOLUME SYSTEM POWERED UNITS SET VOLUME H. LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL H. EVAPORATOR PRESSURE DROP, DESIGN AND ACTUAL �''�`�`��'" 1.4 QUALITY ASSURANCE CONTROLLER TO AIRFLOW SETTING INDICATED. CONFIRM CONNECTIONS I. LEAVING AIR WB TEMPERATURE, DESIGN AND ACTUAL I. EVAPORATOR WATER FLOW RATE, DESIGN AND ACTUAL PROPERLY MADE AND CONFIRM PROPER OPERATION FOR AUTOMATIC J. WATER FLOW, DESIGN AND ACTUAL J. CONDENSER ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL A. PERFORM WORK IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR FIELD VARIABLE-AIR-VOLUME TEMPERATURE CONTROL. K. WATER PRESSURE DROP, DESIGN AND ACTUAL K. CONDENSER PRESSURE DROP, DESIGN AND ACTUAL MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR NEBB L. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL L. CONDENSER WATER FLOW RATE, DESIGN AND ACTUAL \ ` \\\: PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF M. ON FAN POWERED VAV BOXES, ADJUST AIRFLOW SWITCHES FOR PROPER M. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL \\ ENVIRONMENTAL SYSTEMS OPERATION. N. SATURATED SUCTION TEMPERATURE, DESIGN AND ACTUAL 18. COOLING TOWER: \ ' 0. AIR PRESSURE DROP, DESIGN AND ACTUAL A. TOWER IDENTIFICATION/NUMBER 1.5 QUALIFICATIONS 3.5 WATER SYSTEM PROCEDURE B. MANUFACTURER \ 9. HEATING COIL DATA: C. MODEL NUMBER A. THE TESTING, ADJUSTING AND BALANCING (TAB) OF ALL WORK SHALL BE A. ADJUST WATER SYSTEMS, AFTER AIR BALANCING, TO OBTAIN DESIGN A. IDENTIFICATION/NUMBER D. SERIAL NUMBER GAP INC. PERFORMED BY AN INDEPENDENT CONTRACTOR THAT IS CURRENTLY QUANTITIES. B. LOCATION E. RATED CAPACITY CORPORATE ARCHITECTURE LICENSED BY AABC OR NEBB. THE COMPANY SHALL SPECIALIZE IN TAB OF C. SERVICE F. ENTERING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL E CHERRY AVENUE SYSTEMS SPECIFIED IN THIS SECTION AND SHALL HAVE A MINIMUM THREE YEARS B. USE CALIBRATED VENTURI TUBES, ORIFICES, OR OTHER METERED FITTINGS D. MANUFACTURER G. LEAVING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL 901 01 CHERRY CA 94066 DOCUMENTED EXPERIENCE CERTIFIED BY AABC OR NEBB. AND PRESSURE GAUGES TO DETERMINE FLOW RATES FOR SYSTEM BALANCE. E. AIR FLOW, DESIGN AND ACTUAL H. AMBIENT AIR DB TEMPERATURE WHERE FLOW-METERING DEVICES ARE NOT INSTALLED, BASE FLOW BALANCE F. WATER FLOW, DESIGN AND ACTUAL I. CONDENSER WATER ENTERING TEMPERATURE ON TEMPERATURE DIFFERENCE ACROSS VARIOUS HEAT TRANSFER ELEMENTS G. WATER PRESSURE DROP, DESIGN AND ACTUAL J. CONDENSER WATER LEAVING TEMPERATURE STORE NO.: 9643 B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE IN SYSTEM. H. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL K. CONDENSER WATER FLOW RATE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING I. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL L. FAN RPM SUPERVISOR EXPERIENCED IN PERFORMANCE OF THIS WORK AND LICENSED AT C. ADJUST SYSTEMS TO OBTAIN SPECIFIED PRESSURE DROPS AND FLOWS J. ENTERING AIR TEMPERATURE, DESIGN AND ACTUAL STORE NAME: WASHINGTON SQUARE PLACE WHERE PROJECT IS LOCATED. THROUGH HEAT TRANSFER ELEMENTS PRIOR TO THERMAL TESTING. PERFORM K. LEAVING AIR TEMPERATURE, DESIGN AND ACTUAL 19. HEAT EXCHANGER: BALANCING BY MEASUREMENT OF TEMPERATURE DIFFERENTIAL IN L. AIR PRESSURE DROP, DESIGN AND ACTUAL A. IDENTIFICATION/NUMBER STORE LOCATION: 1.6 TIMING CONJUNCTION WITH AIR BALANCING. B. LOCATION 10. ELECTRIC DUCT HEATER: C. SERVICE A. THE COMPLETE TAB REPORTS SHALL BE PROVIDED TO THE OWNER NO LATER D. EFFECT SYSTEM BALANCE WITH AUTOMATIC CONTROL VALVES FULLY OPEN OR A. MANUFACTURER D. MANUFACTURER GAP KIDS/BABY, SUITE W14 THAN ONE (1) WEEK PRIOR TO CONSTRUCTION END DATE. IN NORMAL POSITION TO HEAT TRANSFER ELEMENTS. B. IDENTIFICATION/NUMBER E. MODEL NUMBER 9677 SW WASHINGTON SQUARE RD. C. LOCATION F. SERIAL NUMBER TIGARD OR PART 2 PRODUCTS NOT USED. E. EFFECT ADJUSTMENT OF WATER DISTRIBUTION SYSTEMS BY MEANS OF D. MODEL NUMBER G. STEAM PRESSURE, DESIGN AND ACTUAL ' BALANCING COCKS, VALVES, AND FITTINGS. DO NOT USE SERVICE OR SHUT- E. DESIGN KW H. PRIMARY WATER ENTERING TEMPERATURE, DESIGN AND ACTUAL 97223-4452 PART 3 EXECUTION OFF VALVES FOR BALANCING UNLESS INDEXED FOR BALANCE POINT. F. NUMBER OF STAGES I. PRIMARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL 3.1 HVAC CONTRACTOR RESPONSIBILITIES F. WHERE AVAILABLE PUMP CAPACITY IS LESS THAN TOTAL FLOW REQUIREMENTS G. PHASE, VOLTAGE, AMPERAGE J. PRIMARY WATER FLOW, DESIGN AND ACTUAL GAP PROD. I.D.: 0000044301 H. TEST VOLTAGE (EACH PHASE) K. PRIMARY WATER PRESSURE DROP, DESIGN AND ACTUAL OR INDIVIDUAL SYSTEM PARTS, SIMULATE FULL FLOW IN ONE PART BY A. THE HVAC CONTRACTOR SHALL VERIFY THAT THE HVAC SYSTEMS ARE TEMPORARY RESTRICTION OF FLOW TO OTHER PARTS. I. TEST AMPERAGE (EACH PHASE) L. SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL COMPLETE AND OPERABLE BEFORE TAB WORK IS STARTED. THE HVAC 3.6 REPORTS J. AIR FLOW, SPECIFIED AND ACTUAL M. SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL PROTOTYPE V9 DATE: K. TEMPERATURE RISE, SPECIFIED AND ACTUAL N. SECONDARY WATER FLOW, DESIGN AND ACTUAL 08/11 /08 CONTRACTOR SHALL BE PRESENT DURING THE TEST ADJUSTING AND 0. SECONDARY WATER PRESSURE DROP, DESIGN AND ACTUAL BALANCING OF THE HVAC SYSTEM TO PROVIDE ASSISTANCE TO THE TAB A. REFER TO PLANS FOR EQUIPMENT DESIGN DATA SCHEDULES. 11. AIR MOVING EQUIPMENT CONTRACTOR. REQUIREMENTS INCLUDE THE FOLLOWING: A. LOCATION 20. TAB PROCESS & PROCEDURE TAB CONTRACTOR SHALL PROVIDE INITIAL REPORT OPENING Q1 /Q2 2009 B. REPORT FORMS B. MANUFACTURER TO GENERAL 1. SYSTEMS ARE STARTED AND OPERATING IN SAFE AND NORMAL C. MODEL NUMBER A. CONTRACTOR FOR REVIEW. IF ANY ITEMS ON TAB REPORT ARE NOT WITHIN CONDITION. 1. TITLE PAGE: D. SERIAL NUMBER PLUS OR MINUS 10 % OF DESIGN. TAB AND GENERAL CONTRACTOR SHALL 2. TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND A. NAME OF TESTING, ADJUSTING, AND BALANCING AGENCY E. ARRANGEMENT/CLASS/DISCHARGE MAKE THE APPROPRIATE CHANGES TO MEET DESIGN SPECIFICATION. IF OPERABLE. B. ADDRESS OF TESTING, ADJUSTING, AND BALANCING AGENCY F. AIR FLOW, SPECIFIED AND ACTUAL DESIGN SPECIFICATION CAN NOT BE MET SUBMIT A DEFICIENCY REPORT TO 3. ALL BALANCING DEVICES AND HVAC EQUIPMENT ARE ACCESSIBLE C. TELEPHONE AND FACSIMILE NUMBERS OF TESTING, ADJUSTING, AND G. RETURN AIR FLOW, SPECIFIED AND ACTUAL GAP INC. FOR REVIEW. GENERAL CONTRACTOR TO SUBMIT FINAL TAB 4. PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL BALANCING AGENCY H. OUTSIDE AIR FLOW, SPECIFIED AND ACTUAL REPORT TO GAP INC. WHEN ALL ITEMS ARE WITHIN SPECIFICATION. EQUIPMENT. D. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF , SPECIFIED AND ACTUAL TOTAL EXTERNAL 5. NEW AIR FILTERS ARE INSTALLED JUST PRIOR TO AIR BALANCE AND CONTRACTOR J. INLET PRESSURE I. TOTAL STATIC PRESSURE ( ) END OF SECTION IMMEDIATELY AFTER PROJECT IS COMPLETE. E. PROJECT NAME K. DISCHARGE PRESSURE 6. DUCT SYSTEMS ARE CLEAN OF DEBRIS. F. PROJECT LOCATION 7. FANS ARE ROTATING CORRECTLY. G. PROJECT ARCHITECT L. SHEAVE MAKE/SIZE/BORE 8. FIRE AND VOLUME DAMPERS ARE IN PLACE AND OPEN. H. PROJECT ENGINEER M. NUMBER OF BELTS/MAKE/SIZE 9. AIR COIL FINS ARE CLEANED AND COMBED. I. PROJECT CONTRACTOR N. FAN RPM 10. ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE. J. PROJECT ALTITUDE 11. AIR OUTLETS ARE INSTALLED AND CONNECTED. K. DATE TAB WAS PERFORMED: 12. RETURN AIR/OUTSIDE AIR DATA: 12. DUCT SYSTEM LEAKAGE IS MINIMIZED. A. IDENTIFICATION/LOCATION 13. HYDRONIC SYSTEMS ARE FLUSHED, FILLED, AND VENTED. 2. SUMMARY COMMENTS: B. DESIGN AIR FLOW 14. PUMPS ARE ROTATING CORRECTLY. A. COPY OF CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS C. ACTUAL AIR FLOW 15. PROPER STRAINER BASKETS ARE CLEAN AND IN PLACE OR IN NORMAL (AABC OR NEBB) FOR D. DESIGN RETURN AIR FLOW POSITION. THIS PROJECT. E. ACTUAL RETURN AIR FLOW 16. SERVICE AND BALANCING VALVES ARE OPEN. B. ACTUAL SPACE TEMPERATURES WITH CORRESPONDING THERMOSTAT SET F. DESIGN OUTSIDE AIR FLOW POINTS FOR EACH UNIT. G. ACTUAL OUTSIDE AIR FLOW B. IF THE TAB CONTRACTOR DETERMINES THAT A FAN SHEAVE OR BELT C. DESIGN VERSUS FINAL PERFORMANCE H. RETURN AIR TEMPERATURE REPLACEMENT IS NEEDED TO MEET THE BALANCING REQUIREMENTS, THEN D. NOTABLE CHARACTERISTICS OF SYSTEM I. OUTSIDE AIR TEMPERATURE THE HVAC CONTRACTOR SHALL REPLACE THE FAN SHEAVE/BELT AS E. DESCRIPTION OF SYSTEMS OPERATION SEQUENCE J. REQUIRED MIXED AIR TEMPERATURE REQUIRED. THE HVAC CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF F. SUMMARY OF OUTDOOR AND EXHAUST FLOWS TO INDICATE BUILDING K. ACTUAL MIXED AIR TEMPERATURE THE REPLACEMENT WORK. PRESSURIZATION G. NOMENCLATURE USED THROUGHOUT REPORT 13. EXHAUST FAN DATA: 3.2 INSTALLATION TOLERANCES H. TEST CONDITIONS A. LOCATION B. MANUFACTURER A. ALL AIR AND WATER SYSTEMS MUST BE BALANCED WITHIN PLUS OR MINUS 3. INSTRUMENT LIST: C. MODEL NUMBER 10% OF DESIGN. A. INSTRUMENT D. SERIAL NUMBER B. MANUFACTURER E. AIR FLOW, SPECIFIED AND ACTUAL 3.3 ADJUSTING C. MODEL NUMBER F. TOTAL STATIC PRESSURE (TOTAL EXTERNAL), SPECIFIED AND ACTUAL D. SERIAL NUMBER G. INLET PRESSURE A. VERIFY RECORDED DATA REPRESENTS ACTUAL MEASURED OR OBSERVED E. RANGE H. DISCHARGE PRESSURE CONDITIONS. F. CALIBRATION DATE I. SHEAVE MAKE/SIZE/BORE B. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER 4. AIR DISTRIBUTION TEST SHEET: J. NUMBER OF BELTS/MAKE/SIZE K. FAN RPM PROFESSIONAL STAMP: ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED. SET AND LOCK A. AIR TERMINAL NUMBER �O T MEMORY STOPS. B. ROOM NUMBER/LOCATION 14. VAV BOX DATA: 0 �G\ST A *'S� C. TERMINAL TYPE A. MANUFACTURER C. AFTER ADJUSTMENT, TAKE MEASUREMENTS TO VERIFY BALANCE HAS NOT D. TERMINAL SIZE B. TYPE, FAN POWERED, STANDARD k N i ' 10.� BEEN DISRUPTED. IF DISRUPTED, VERIFY CORRECTING ADJUSTMENTS HAVE E. AREA FACTOR C. IDENTIFICATION/NUMBER :II '.SI BEEN MADE. F. DESIGN VELOCITY G. DESIGN AIR FLOW D. LOCATION FNGft Q� E. MODEL NUMBER D. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, H. TEST (FINAL) VELOCITY F. SIZE ✓N R P CLOSING ACCESS DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, I. TEST (FINAL) AIR FLOW G. MINIMUM STATIC PRESSURE ' /Of AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. J. PERCENT OF DESIGN AIR FLOW H. MINIMUM DESIGN AIR FLOW A TEMPORARY PERMIT TO PRA T C E E. AT FINAL INSPECTION, RECHECK RANDOM SELECTIONS OF DATA RECORDED IN I. MAXIMUM DESIGN AIR FLOW I N OREGON HAS BEEN GRANTED TO 5. DUCT TRAVERSE: J. MAXIMUM ACTUAL AIR FLOW JUSTIN RONALD HARDY VALID ONLY REPORT. RECHECK POINTS OR AREAS AS SELECTED AND WITNESSED BY OWNER. A. SYSTEM ZONE/BRANCH K. INLET STATIC PRESSURE B. DUCT SIZE UNTIL OFFICIAL ACTION IS TAKEN ON 3.4 AIR SYSTEM PROCEDURE C. AREA 15. AIR COOLED CONDENSER: 11/12/2008 FOR OREGON REGISTRATION. D. DESIGN VELOCITY A. IDENTIFICATION/NUMBER ARCHITECT INFO: A. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO OBTAIN REQUIRED OR F. DESIGN AIR FLOW C. LOCATION F. TEST VELOCITY C. MANUFACTURER DESIGN SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES [AT SITE ALTITUDE]. G. TEST AIR FLOW D. MODEL NUMBER GreenbergFarrow H. DUCT STATIC PRESSURE E. SERIAL NUMBER B. MAKE AIR QUANTITY MEASUREMENTS IN MAIN DUCTS BY PITOT TUBE I. AIR TEMPERATURE F. ENTERING DB AIR TEMPERATURE, DESIGN AND ACTUAL 1430 West Peachtree Street, N.W. TRAVERSE OF ENTIRE CROSS SECTIONAL AREA OF DUCT. J. AIR CORRECTION FACTOR G. LEAVING DB AIR TEMPERATURE, DESIGN AND ACTUAL H. NUMBER OF COMPRESSORS Suite 200 C. MEASURE AIR QUANTITIES AT AIR INLETS AND OUTLETS. 6. ELECTRIC MOTORS FOR ALL HVAC EQUIPMENT: Atlanta, GA 30309 A. MANUFACTURER 16. PUMP DATA: t:404 601 4000 f:404 601 3980 D. ADJUST DISTRIBUTION SYSTEM TO OBTAIN UNIFORM SPACE TEMPERATURES B. MODEL/FRAME A. IDENTIFICATION/NUMBER FREE FROM OBJECTIONABLE DRAFTS. C. HP/BHP AND KW B. MANUFACTURER ISSUE TYPE: E. USE VOLUME CONTROL DEVICES TO REGULATE AIR QUANTITIES ONLY TO D. PHASE, VOLTAGE, AMPERAGE; NAMEPLATE, ACTUAL, NO LOAD C. SIZE/MODEL LANDLORD/PERMIT/BID 11/13/08 EXTENT ADJUSTMENTS DO NOT CREATE OBJECTIONABLE AIR MOTION OR F. RPM E. IMPEL SOUND LEVELS. EFFECT VOLUME CONTROL BY VOLUME DAMPERS LOCATED IN F. SERVICE FACTOR E. SERVICE DUCTS. G. STARTER SIZE, RATING, HEATER ELEMENTS F. DESIGN FLOW RATE, PRESSURE DROP, BHP AND KW SCALE: AS NOTED H. SHEAVE MAKE/SIZE/BORE G. ACTUAL FLOW RATE, PRESSURE DROP, BHP AND KW F. VARY TOTAL SYSTEM AIR QUANTITIES BY ADJUSTMENT OF FAN SPEEDS. H. DISCHARGE PRESSURE DRAWN BY: HHT PROVIDE SHEAVE DRIVE CHANGES TO VARY FAN SPEED. VARY BRANCH AIR 7. V-BELT DRIVE: I. SUCTION PRESSURE QUANTITIES BY DAMPER REGULATION. A. IDENTIFICATION/LOCATION J. TOTAL OPERATING HEAD PRESSURE A&E JOB NO.: 200804'3.5 B. REQUIRED DRIVEN RPM K. SHUT OFF, DISCHARGE AND SUCTION PRESSURES G. PROVIDE SYSTEM SCHEMATIC WITH REQUIRED AND ACTUAL AIR QUANTITIES C. DRIVEN SHEAVE, DIAMETER AND RPM L. SHUT OFF, TOTAL HEAD PRESSURE SHEET TITLE: RECORDED AT EACH OUTLET OR INLET. D. BELT, SIZE AND QUANTITY E. MOTOR SHEAVE DIAMETER AND RPM MECHANICAL SPECIFICATION S H. MEASURE STATIC AIR PRESSURE CONDITIONS ON AIR SUPPLY UNITS, F. CENTER TO CENTER DISTANCE, MAXIMUM, MINIMUM, AND ACTUAL INCLUDING FILTER AND COIL PRESSURE DROPS, AND TOTAL PRESSURE ACROSS FAN. MAKE ALLOWANCES FOR 50 PERCENT LOADING OF FILTERS. I. ADJUST OUTSIDE AIR AUTOMATIC DAMPERS, OUTSIDE AIR, RETURN AIR, AND EXHAUST DAMPERS DESIGN CONDITIONS. SHEET NUMBER: NA 5 _ 2 NEW STORE/ FULL GUT ELECTRICAL EQUIPMENT SUBMITTAL REQUIREMENTS ELECTRICAL GENERAL NOTES OPTION 1: PROCURE FROM LOEB ELECTRIC RESPONSIBILITY MATRIX LEGEND ELECTRICAL SYMBOLS k \\\N THERE ARE NO SUBMITTAL REQUIREMENTS IF ELECTRICAL 1. THE ABBREVIATION G.C., WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWING, GEAR EQUIPMENT IS PROCURED THROUGH LOEB ELECTRIC. SHALL REFER TO 'GENERAL CONTRACTOR'. \ : ,,,, CONTACT LOEB ELECTRIC FOR PROCUREMENT PROCEDURES. V TELEPHONE OUTLET ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED TO THE STOREFRONT EXTRUSION 0 GC FACTORY FINISHED E TELEPHONE OUTLET, FLOOR MOUNTED 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS \\\\ FOLLOWING ITEMS LISTED BELOW: I► A TELEPHONE OUTLET, CEILING MOUNTED AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR ETR = EXISTING TO REMAIN THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS ELECTRICAL PANEL (S) L = LANDLORD FURNISHED B COMMENTS' V DATA OUTLET WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO `0 = I NI STEP—DOWN TRANSFOMER WITH GRD. LUG KIT AND ITEM GC = CONTRACTOR 2 DATA OUTLET, FLOOR MOUNTED PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. ACCESSORIES (AS REQUIRED) I INSTALLED BY) DISCONNECT SWITCH (ES) AND GROUND LUG KIT DATA OUTLET, CEILING MOUNTED 3. LIGHTING, RECEPTACLES AND EQUIPMENT SHALL BE CONNECTED TO EXACT \ , MANUAL MOTOR STARTER (S) PANEL AND BREAKER AS SHOWN ON PLANS. MOTOR STARTER (S) PHONE/DATA OUTLET , FLOOR MOUNTED PHOTOCELL ® PHONE/DATA OUTLET, CEILING MOUNTED 4. ELECTRICAL HOME RUNS SHOWN ARE SCHEMATIC AND MAY ORIGINATE FROM LIGHTING CONTROL SWITCH AND COVER V PHONE/DATA OUTLET DIFFERENT LOCATIONS UNLESS OTHERWISE NOTED. MULTIPLE CONNECTIONS TO GAP INC. LIGHTING RELAY (5) AND CONTACTOR (5) RESPONSIBILITY MATRIX DUPLEX RECEPTACLE A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF CORPORATE ARCHITECTURE CONTACTOR ENCLOSURE (S) A FIELD CONDITION ARE ACCEPTABLE. ANY RELATED COSTS FOR MULTIPLE 901 CHERRY AVENUE BYPASS BUTTON il► CEILING MOUNTED RECEPTACLE CONNECTIONS SHALL BE INCLUDED IN BID. SAN BRUNO, CA 94066 LIGHTING CONTROL TIMECLOCKS SERVICE ENTRANCE CONDUIT(S)S ETR ETR EXISTING TO REMAIN, `id MANUAL MOTOR STARTER (5) WITH HOA SWITCH TO LEASE SPACE GC TO EXTEND TO ACTUAL LOCATION © DUPLEX RECEPTACLE, FLOOR MOUNTED 5. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND STORE NO.: AC TOGGLE SWITCHES SERVICE ENTRANCE FEEDER(S) ETR ETR EXISTING TO REMAIN, QUANTITY OF LIGHTING FIXTURES AND SIGNAGE ELEMENT LOCATIONS. 9 6 43 SPECIAL ENGRAVED LABELLING ( ) a PS POWERSTRUT MOUNTED RECEPTACLE GC TO EXTEND TO ACTUAL LOCATION 6. AIM AND ADJUST ALL TRACK FIXTURES AS DIRECTED BY GAP, INC. STORE NAME: WASHINGTON SQUARE IF OPTION 2: PROCURE FROM OTHER SOURCE LIGHTING FIXTURES AND LAMPS 0 GC 2 QUADRUPLEX RECEPTACLE MUSIC SYSTEM/SPEAKERS/CABINET 0 0 1, 2 9GFI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER 7. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60'-0" IN LENGTH SHALL STORE LOCATION: 1. ELECTRICAL SUBMITTAL PROCESS MUSIC SYSTEM WIRING 0 0 1,2,3 w DUPLEX, WHITE RECEPTACLE AND COVERPLATE UTILIZE #12 CONDUCTORS MINIMUM, CIRCUITS FROM 61'-0" THRU 100'-0" IN EAS SYSTEM 0 0 LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM AND FROM 101'-0" THRU GAP KIDS/BABY, SUITE W14 1.1. GENERAL CONTRACTOR,TORPM .C.) ,SUBMITTALS PROVIDE GAP REMARKS: pws DUPLEX, WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE 150'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM, UNLESS 9677 SW WASHINGTON SQUARE RD. OTHERWISE NOTED. INC. CONSTRUCTION PROJECT MANAGER, (CPM), 1. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS *SF DUPLEX RECEPTACLE, STOREFRONT TIGARD, OR WITHIN 10 BUSINESS DAYS AFTER BID AWARD. G.C. 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD (� SINGLE RECEPTACLE 8. IN DRYWALL CEILING AREAS, ARRANGE CIRCUITS TO AVOID THE USE OF 97223-4452 SHALL NOT PROCURE ANY ELECTRICAL EQUIPMENT SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE T JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES PRIOR TO GAP INC. APPROVAL OF ALL SUBMITTALS. GENERAL CONTRACTOR. lipt QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED PANELS AS LOCATED ON ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS. GAP PROJ. I.D.: 0000044301 TO THE FOLLOWING ITEMS LISTED BELOW: 3. ROUGH—IN BY GC d DUPLEX RECEPTACLE WITH ISOLATED GROUND FIELD COORDINATE WITH G.C. PRIOR TO ROUGH—IN TO AVOID ANY CONFLICTS. ELECTRICAL PANEL (S) NOTE: JUNCTION BOX PROTOTYPE V9 DATE: 9. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC STEP—DOWN TRANSFOMER WITH GRD. LUG KIT AND 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY OWNER AND/OR SWITCH 1—POLE, WALL MOUNT AT 44" AFF UON EQUIPMENT THROUGH G.C. PRIOR TO ORDERING RELATED ELECTRICAL 08/11 /08 MOUNTING ACCESSORIES (AS REQUIRED) LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR SWITCH, , EQUIPMENT. DISCONNECT SWITCH (ES) AND GROUND LUG KIT LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY $3 SWITCH, 3—WAY, WALL MOUNT AT 44" AFF UON OPENING Q1 /Q2 2009 MANUAL MOTOR STARTER (5) VARIATION BY SCOPE OF WORK RESPONSIBILITY. 10. PLACEMENT OF ALL RECEPTACLES IN THE "SALES" AREA SHALL BE INTENTIONAL MOTOR STARTER(S) $T MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION (I.E. — CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS AND PHOTOCELL 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. $D DIMMER SWITCH FLUSH MOUNTED AT GYP BOARD WALL ONLY). FIELD VERIFY EXACT PLACEMENT LIGHTING CONTROL SWITCH AND COVER OF RECEPTACLE WITH G.C. PRIOR TO ROUGH—IN. LIGHTING RELAY(S) AND CONTACTOR(S) m MOTION SENSOR CONTACTOR ENCLOSURE(S) 11. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE BYPASS BUTTON BB BYPASS BUTTON COMPLETED PRIOR TO MEP COMMISSIONING. CONTRACTOR WILL RECEIVE LIGHTING CONTROL TIMECLOCKS CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID DOCUMENTS. MANUAL MOTOR STARTER(S) WITH HOA SWITCH RB REMOTE BALLAST AC TOGGLE SWITCHES ® RELAY 12. PROVIDE MEANS PROVIDE AND INSTALL. SPECIAL ENGRAVED LABELLING LID NON—FUSED DISCONNECT SWITCH 1.2. TIMELINES 1.2.1. UPON RECEIVING SUBMITTALS, GAP INC. WILL FUSED DISCONNECT SWITCH HAVE 5 BUSINESS DAYS TO REVIEW AND LIZ COMBINATION STARTER (CONTACTOR & DISCONNECT SWITCH) RESPOND TO SUBMITTAL. IF ITEMS REQUIRE MAGNETIC STARTER REVISION, G.C. WILL HAVE 3 BUSINESS DAYS TO RESPOND WITH CORRECTION. THIS • ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) PROCESS WILL REPEAT UNTIL SUBMITTAL IS APPROVED. T DRY TYPE TRANSFORMER 2. ELECTRICAL DESIGN SUBMITTALS CONTENT ® PUSH BUTTON FOR BELL OR BUZZER T DOOR BUZZER 2.1. TOgM THE INFORMATION INCLUDE LI TED BELOW. BE LIMITED B BUZZER OR BELL DRAWING SCHEDULE EH ADA PUSHBUTTON NUMBER TITLE 2.1.1. NUMBER OF COPIES — SUBMIT TWO COPIES EH INTERCOM CALL BUTTON OF EACH SUBMITTAL EO-0 ELECTRICAL NOTES AND LEGEND ® ADT CONTROL PANEL E1 D-0 DEMOLITION POWER PLAN 2.1.2. SUBMITTAL SHALL BE PRESENTED WITH THE V. SPEAKER VOLUME CONTROL El —0 POWER PLAN FOLLOWING: COVER PAGE, INDEX AND INDEX TABS. pi SPEAKER El —1 POWER PLAN — MECH E2D—O DEMOLITION LIGHTING PLAN 2.1.3. IF INFORMATION MUST BE SPECIALLY b I BASS MODULE MOUNTED ABOVE CEILING E2-0 LIGHTING PLAN PREPARED FOR SUBMITTAL BECAUSE STANDARD PRINTED DATA ARE NOT SUITABLE ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS. E3-0 POWER RISER AND SCHEDULES FOR USE, SUBMIT AS SHOP DRAWINGS, NOT E3-1 PANEL SCHEDULES AS PRODUCT DATA. ' ' HOMERUN CIRCUIT E3-2 LIGHT FIXTURE SCHEDULE PROFESSIONA -t , P: POWERSTRUT SUSPENDED FROM STRUCTURE E3-3 LIGHTING DETAILS '0 F', 2.1.4. ALL EQUIPMENT SUBMITTALS SHALL PROVIDE �-.m `� ___= UNISTRUT E4-0 ELECTRICAL DETAILS cc,0sTEi,�� , THE FOLLOWING; E4-1 ELECTRICAL DETAILS No o. 16689 ' ` 2.1.4.1.1. MANUFACTURER PRODUCT CUTS OPTION 1 FACP FIRE ALARM CONTROL PANEL E4-2 CASHWRAP DETAILS ' GC GC NO SUBMITTAL GC PROFESSIONAL y SHEETS — IDENTIFYING PROCURE ,o PROCUREMENT REQUIREMENT PURCHASE ANNUN FACP REMOTE ANNUNCIATOR E4-3 EAS DETAILS — SLIMLINE FIN . SELECTED PRODUCT AWARD FROM LOEB BID OPTIONS EQUIPMENT .' <( �. °v' ELECTRIC 0 PHOTO CELL E5-0 ELECTRICAL SPECIFICATIONS Gi E��! // z" 2.1.4.1.2. MANUFACTURER PART NUMBERS _ it L► , '`, ;�.� .!,,e P MANUAL PULL STATION E5 1 ELECTRICAL SPECIFICATIONS /4 /1'0g �`�` /1.3/•/4"2.1.4.1.3. MANUFACTURER PRODUCT p CEILING MOUNTED SMOKE DETECTOR FA1-0 FIRE ALARM PLAN 12.3I'l A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS INFORMATION — OUTLINING ADT1-0 SECURITY ALARM PLAN BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID DESCRIPTION 0 DUCT MOUNTED SMOKE DETECTOR ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 120V POWER FROM RTU REC/LT CCT IF REQUIRED 2.1.5. ELECTRICAL PANEL: GENERAL ELECTRIC, (G.E.), 11/12/2008 FOR OREGON REGISTRATION. WITH NO—SUBSTITUTES ACCEPTED. PROVIDE OPTION 2 T INTERNAL CONTACTOR ARCHITECT INFO: THE FOLLOWING INFORMATION: PROCURE •' CONTROL RELAY FROM OTHER 2.1.5.1. G.E. MANUFACTURER BILL OF SOURCE i TAMPER SWITCH GreenbergFarrow MATERIAL LIST, BOM. ® WATER FLOW SWITCH HORN WITH STROBE LIGHT WALL MOUNTED 0 80" AFF 1430 West Peachtree Street, N.W. 2.1.5.2. GE BOM PANEL CUT SHEETS T'1 Suite 200 (PANEL DRAWING LAYOUT 1314 STROBE WALL MOUNTED 0 80" AFF GA 30309 GENERATED BY SPEEDI—WIN) REFERENCE ONLY HORN WALL MOUNTED 0 80" A.F.F.� t:404 601 4000 f:404 601 3980 0 NOT APPROVED WITH THIS PERMIT LOEB ELECTRIC CONTACT INFORMATION © STROBE LIGHT CEILING MOUNTED. ISSUE TYPE: STEVE NGUYEN G.C.SUBMITS m HORN WITH STROBE LIGHT CELING MOUNTED LANDLORD/PERMIT/BID 11/13/08 915 WILLIAMS AVENUE ELECTRICAL GAP INC.CPM COLUMBUS, OHIO 43212 GEAR REVIEWS REJECT GAP INC.CPM 0 HVAC TEMPERATURE SENSOR SUBMITTALS TO SUBMITTAL ...• . EMAILS SCALE: NOT TO SCALE li GAP INC.CPM A (WITH IN 5 OR APPROVAL HVAC THERMOSTAT PHONE: 877-436-5632 EXT. 4938 (WITHIN 10 BUSINESS APPROVED NOTICE DRAWN BY: AB FAX: 614-299-6268 BUSINESS DAYS DAYS) (I) ELECTRICALLY POWERED EQUIPMENT A&E JOB NO.: 20080475.5 EMAIL: SNGUYE®LOEBELECTRIC.COM OF BID AWARD) REJECT AFF ABOVE FINISH FLOOR SHEET TITLE: EAS ELECTRONIC ARTICLE SURVEILLANCE ELECTRICAL NOTES EBBH ELECTRIC BASEBOARD HEATER APPLICABLE CODES GC REPLIES TO COMPLY WITH EC ELECTRICAL CONTRACTOR AND LEGEND COMMENTS EM EMERGENCY HAVING JURISDICTION OVER THIS PROJECT (WITHIN 3 EWC ELECTRIC WATER COOLER — COORDINATE BUILDING CODE 2008 O.R. RESIDENTIAL SPECIALTY CODE (2006 IRC) BUSINESS RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR MECHANICAL CODE 2007 O.R. MECHANICAL SPECIALTY CODE (2006 IMC, DAYS) IG ISOLATED GROUND 2006 IFGC) NL NIGHT LIGHTING PLUMBING CODE 2008 O.R. PLUMBING SPECIALTY CODE (2006 UPC) SHEET NUMBER: WP WEATHER PROOF ELECTRICAL CODE 2008 O.R. ELECTRICAL SPECIALTY CODE (2008 NEC) (X) ELECTRICAL SUBMITTAL PROCESS NOT TO SCALE NOTE: X = QUANTITY OF CONDUCTORS FIRE & LIFE SAFETY CODE 2007 O.R. FIRE CODE 100 NOT ALL SYMBOLS NECESSARILY USED ON PLAN. ENERGY CODE 2007 O.R. STRUCTURAL SPECIALTY CODE, CHAPTER 13 E 0 ......., 0 NEW STORE/ FULL GUT o , � " , \ \\\\\\\,\\7 \ \I 01 il 1 ' s,., 1 r_irb-- ---0 — — -a— ---c- 7 — — — — Li —.— .— _ -13 -U- -CI- ---C --"j"-- 71: N, , \ \-''k''\\l' : . , , • \\\\\\• ♦. 0 p 402) ® O O e CU ■u (401) GAP INC. (401) ri 400> 1400 CORPORATE ARCHITECTURE ` ` > 901 CHERRY AVENUE I (400) SAN BRUNO, CA 94066 0 ® ® ® 0 ® 0 0 ° DEMOLITION POWER CODED NOTES STORE NO.: L 943 r— ° (400) DEMO ALL EXISTING RECEPTACLES FROM SALES AREA. DEMO STORE NAME: WASHINGTON SQUARE - - /11 °(O� WIRING AND CONDUIT BACK TO THE PANELS. STORE LOCATION: -1 ® ® "'' ..� ? ' DEMO ALL EXISTING RECEPTACLES FROM STOCKROOM. DEMO 401 C•1 ia ® ® H. 1 (401) DEMO ALL EXISTING RECEPTACLES FROM STOCKROOM. DEMO r ___( 1brN 'hi (401) rif ® ~` �'F-\ WIRING AND CONDUIT BACK TO THE PANELS. GAP KIDS/BABY, SUITE W14 (404) ° co 9677 SW WASHINGTON SQUARE RD. \403 �401> (400) C400> 0400> (402) DEMO EXISTING CASHWRAP RECEPTACLES IN SALES AREA. DEMO 0'f WIRING BACK TO PANELS. SALVAGE CASHWRAP CONDUIT FOR TIGARD, OR '. i `"' ( I it _ \- I °.w', POSSIBLE REUSE OF NEW CASHWRAP WIRING, AS SHOWN ON : \lt\ .•��•� 4iw.�:"•Le' 1��:`l��_.� .__. ...._. _____ .............. _. _. .._._ _.._.._. . ter- DRAWING 97223—4452 . .±b_...._ ` __n �r______________ ? t ..® ® .©.. O_ __I \ DRA I NG E 1 O. (403) DEMO EXISTING RECEPTACLES IN RESTROOM. DEMO WIRING AND GAP PROJ. I.D.: 0000044301 CONDUIT BACK TO PANELS. Io C PROTOTYPE V9 DATE: ■ 404> DEMO PANEL HA, TRANSFORMER, PANEL PA, PANEL PB, ® o U 0 C•O AND SECURITY PANEL 08/11 /08 �.�� CONTACTORS, TELEPHONE BACKBOARD, SALVAGE INCOMING SERVICE ENTRANCE CONDUIT AND FEEDERS TO E■ REUSE IN NEW ELECTRICAL AREA, SHOWN ON DRAWING E1-0. OPENING Q1 /Q2 2009 (400) (400) C•O •• O® ® ® ;' r--- 0, _a n ,('). • ED 100 DEMOLITION POWER PLAN z PROFESSIONAL ST a ►,P: t„0 rl, 40.>"\\,, e,6 y � y`i. 5 No 199P ° ' �;' PROFESSIONAL 4,•, , W- 4N:, "/ Ws/3 0l A TEMPO ARY PERMIT TO PRACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VAUD ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: OreenbergFarrow REFERENCE ONLY 1430 West Peachtree Street, N.W. Suite 200 NOT APPROVED WITH THIS PERMIT Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: 1/8" = 1'-0" DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: DEMOLITION POWER PLAN SHEET NUMBER: Ei D ... 0 \ , NEW STORE/ FULL GUT uw ice` C� °._`' ,,,,,w ,,„ \ L ...: ,c,. ..: \_ BUZZER/VOLUME CONTROL/PHONE ' ` DATA 200QQ B20 C2oo `\\\\\ 814/B16/818 2QQ_ \H, , _AID .1., .N„, 82 '\, 'N': —,.: : „., :;,:. fID 1 , : , , , , ,.:,,,,.....--- . -,, e_a Q1n - .\ , 206) 400 207 , „\\\\„\. :,N. :� F--�, . - 4 202 GAP INC. , 4 Q 215) Q Q 215> 'c CORPORATE ARCHITECTURE I I 205 901 CHERRY AVENUE 103 %VW 300 SAN BRUNO, CA 94066 304 .;� .. E4-2 B4 PANEL C ►�—� STORE NO.: PANEL B ,` ,`��>.,.,, 1_,,,,...,,,,�_ � :<;::j_ 203 � 9643 TRANSFORMER ” 202 200> PANEL A � 811 �� *�38 CO`, STORE NAME: WASHINGTON SQUARE„. „ 829 ;\,.. 1.. \s„,,15,:-H.J, - (200 ._ _, \, ..............4,,,...,.......,....................., ...,. ._...,....... 4= ,;., ':.MINIMUM WALL SPACE 100 iv B28 STORE LOCATION: FOR ELECTRICAL - I = 823 8-25,27 :,�.. :\, >\ E3 0 ,> ,, 811 ”' CI N.:,, EQUIPMENT REQUIRED GAP KIDS BABY SUITE W14 `` 200 ..._,.,_.,_,� :, c. �\ „. � ( [~ = '.�� w_»_., 9677 SW WASHINGTON SQUARE RD. \>,:;,, ,o,`. 4■19 I 200 . - , :,� ► 1 . E4-3 TIGARD, OR 8” �` 1 i'-1" �`,- ,, Q 215 - 2�J4 ,` \ 97223-4452 o 201 202 �:: :,.:,. y.u; \\: = E4-0 100 E �::.._._.; 1 GAP P R OJ. I.D.: 0000044301 REFERENCE POINT Agii. l , ; 306 \ (200)- PROTOTYPE V9 DATE. 81 104 , __._____.._, 200 iA , 202 813 1 ) `� °�\ __, 200 �� " ;,:�.:�\.� 08/11 /08 815 21 `811- B6 —r FIRE ALARM ;,' ». , , \, \. 86 CONTROL PANES \\. �� =, 1 84 \, OPENING Q1 /Q2 2 0 0 9 201 203 200 Ir, m , ::,Hp` 103 ;. �B6; �� 1 L 1 0010.4 . E4-0 E4-0 2B31-., `,; �� ..,.,..�._ `,..... 1 626 � \..fi35/B37- (209 X10: B33 ;,,-,;�;: � u 824 = .. �': B6 i1 .:.:.......... ////.yy�, ,� . .,, _.:: ...... tip�;,,. _,...,..,_ .., `\, »...,... .�..._.._..—.._.. 1 •\;-:,,\ .200 �, L 100 102 \`` 205 208 \.M-1 E4-0 1011 . ............... 200 E4-0 AI 100 POWER PLAN .. El-0 1/8" = 1'-0" FDM-10 J` TDM-1 O (303 AHU-10 AHU-20 CD-1 0 POWER CODED NOTES (100) MOUNT DOOR BUZZER SYSTEM PUSH BUTTON 48" A.F.F. INSTALL 200 SALES AREA AND STOCKROOM RECEPTACLES SHALL BE WHITE IN CD 4" X 4" X 1-1/2" J—BOX WITH COVER FOR TRAFFIC COUNTER (303) J—BOX FOR THERMOSTAT/SENSOR/SPEEDSWITCH MOUNTED AT 48" LOW VOLTAGE WIRING TO BUZZER IN MANAGER'S OFFICE AND COLOR, WITH CENTERLINE 18 AFF. RECEPTACLE SHALL BE — /2"SYSTEM. INSTALL CONDUIT BETWEEN EACH J BOX WITH A A.F.F.. INSTALL 1/2 CONDUIT WITH BUSHINGS AND PULLWIRE TO CASHWRAP. REFER TO DOOR BUZZER DETAIL FOR ADDITIONAL FLUSH MOUNTED. VERIFY EXACT LOCATION WITH G.C. PRIOR TO HOMERUN BACK TO MANAGER'S OFFICE FOR EVERY GROUP OF ABOVE CEILING FOR CONTROL WIRING. COORDINATE LOCATION WITH REQUIREMENTS. ROUGH—IN. FOR STOCKROOM RECEPTACLE PROVIDE WHITE NYLON FIVE (5) J—BOXES. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. G.C. PRIOR TO ROUGH—IN. COVERPLATE. FOR SALES AREA RECEPTACLE PROVIDE SAFE PLATE REFER TO CONDUIT RISER DIAGRAM. (101) RJ4500 PHONE JACK, CENTER INSTALLED AT 24" A.F.F. FOR AUTOMATIC OUTLET WHITE COVER ITEM # 0601-08-0004 BY (304)LIGHTING CONTACTORS FOR LIGHTING CONTROLS IN ENCLOSURE. EMPLOYEE TIME CLOCK. VERIFY EXACT LOCATION WITH G.C. PRIOR SAFE TOTS. STEAMER RECEPTACLE SHALL BE WHITE IN COLOR WITH WHITE SEE DETAIL FOR QUANTITY. TO ROUGH IN. RUN A 3/4" EMPTY CONDUIT, WITH PULLWIRE NYLON COVER PLATE, WITH CENTERLINE 18" AFF. LABEL COVER FROM PHONE JACK TO MANAGER'S DESK. (201) TOILET ROOM RECEPTACLES SHALL BE GFI TYPE, WHITE IN COLOR PLATE "STEAMER" WITH A 3/8" ENGRAVED LAMINATED PLATE. \306/DISCONNECT SWITCH FOR ELECTRIC WATER HEATER. PROVIDE WITH WHITE NYLON COVERPLATE, WITH CENTERLINE 44" AFF. FIELD VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN OF FLEXIBLE SEALTIGHT CONNECTION TO UNIT. 102) DUPLEX RECEPTACLE WITH CENTER INSTALLED AT 24" A.F.F. FOR VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. RECEPTACLE. EMPLOYEE TIME CLOCK POWER AND/OR GENERAL USE. VERIFY (400) REUSE SALVAGED CASHWRAP CONDUIT FOR THE NEW CASHWRAP PROFESSIONAL STAMP: EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. (202) STOREFRONT SHOW WINDOW RECEPTACLES SHALL BE WHITE IN CD WIRING, IF POSSIBLE. .,. CONDUITS UP IN WALL TO ABOVE CEILING WITH J—BOX. SEE „_ COLOR WITH WHITE NYLON COVERPLATE. RECEPTACLE SHALL BE CONDUIT RISER DIAGRAM FOR TERMINATION LOCATION. �, 103) TELEPHONE TERMINAL BOARD. FLUSH MOUNTED HORIZONTALLY IN CEILING. EACH CIRCUIT osTE y - SHALL FEED ONLY TWO RECEPTACLES. VERIFY EXACT LOCATION JUNCTION BOX FOR ADT DEVICES. INSTALL CONDUIT WITH (1) `� � ,�': 104 PLACE "AS—BUILT" ELECTRICAL DRAWINGS IN DRAWING TUBE. WITH G.C. PRIOR TO ROUGH—IN. PULL WIRE TO TELECOM BOARD. REFER TO CONDUIT RISER -a 'SSIO '; :2(..../3-3;.°i0� p�QESSIQNAI� ,;REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. (203) EAS JUNCTION BOX. SEE EAS DRAWINGS FOR REQUIREMENTS. DIAGRAM. a..t.f VERIFY LOCATION WITH G.C. PRIOR TO ROUGH—IN. 204) CONDUIT WITH PULL WIRE FOR EAS SYSTEM. REFER TO EAS -`� I; DETAIL DRAWINGS FOR FURTHER REQUIREMENTS. A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS (205) RECEPTACLE FOR MICROWAVE OVEN AND REFRIGERATOR, (ONE BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID DUPLEX PER APPLIANCE). INSTALL REFRIGERATOR RECEPTACLE AT ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 18" AFF. INSTALL MICROWAVE RECEPTACLE AT 48". VERIFY 11/12/2008 FOR OREGON REGISTRATION. EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. ARCHITECT INFO: (206) RECESSED SINGLE GANG BOX WITH WHITE COVERPLATE FOR Greenber GreenbergFarrow TELEPHONE CONNECTION, WITH CENTERLINE AT 48" AFF. INSTALL CONDUIT WITH ONE (1) PULLWIRE TO TELECOM BOARD. REFER TO 1430 West Peachtree Street, N.W. CONDUIT RISER DIAGRAM. Suite 200 REFERENCE ONLY Atlanta, GA 30309 207) COORDINATE CORE DRILL/SAWCUT LOCATION FOR UNDERGROUND VED WITH THIS PERMIT t: 404 601 4000 f:404 601 3980 CONDUIT(S) WITH G.C. AND LANDLORD'S REPRESENTATIVE PRIOR NOT APPRO TO PROCEEDING WITH ANY WORK. PATCH/SEAL FLOOR TO MATCH ISSUE TYPE: EXISTING FLOOR FINISH AFTER INSTALLATION OF CONDUIT(S). LANDLORD/PERMIT/BID 11/13/08 {208 ISOLATED GROUND QUAD RECEPTACLE FOR NETWORK RACK 1' SYSTEM. MOUNT AT +10" A.F.F. SCALE: 1/8" = —0" 209) 4" X 4" X 1-1/2" J—BOX WITH DUPLEX RECEPTACLE FOR NOT DRAWN BY: AB STEREO SYSTEM. INSTALL J—BOX AND RECEPTACLE WITH A&E JOB NO.: 20080475.5 CENTERLINE 6" AFF. INSTALL (2) 3/4" CONDUITS WITH PULL WIRE FROM J—BOX UP TO TOP OF STEREO CABINET. SEE SHEET TITLE: CABINET DETAIL FOR FURTHER INFORMATION. VERIFY LOCATION WITH G.C. PRIOR TO INSTALLATION. POWER PLAN `210) 3/4" CONDUIT WITH BUSHINGS AND PULLWIRE TO ABOVE CEILING FOR STEREO VOLUME CONTROL IN FITTING ROOM AREA. VOLUME CONTROL MOUNTED AT 48" A.F.F. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. SHEET NUMBER: El ....... 0 , . NEW STORE/ FULL GUT .„,,,,, ,,,,,,. ,...„,, , \ o w LL. �9 \_ \ \ \\ ` A EA 2 -',•:',EA k., 1 , Nkk','\,, \. 819 \ 11- - ' - ; •. 401 J \ AHU \,« - -- illr -- -. - ::, \`w\'rte\'.\\ \\\.\ - \ ,asv.,akg „1111., 1,,...,,,,l GAP INC. _ 2 4 6 VIA STARTER CORPORATE ARCHITECTURE ""` ' ' 901 CHERRY AVENUE 300 B•. "ADJACENT TO PANEL A SAN BRUNO, CA 94066 ,, i\lam aim - ? w ti ,..• '0,..-..:?,.,,. ,y1:\,..,tip ,, .l ,; STORE NO.: .:..:_\\\\\ 9 6 43 \A-2,4,6 AHU-2 303 `:t\.\; \ :� I `ll CP :\ 400 ler ;ti_ Cam` STORE NAME: WASHINGTON SQUARE __,_`__,�,..\\ \,,J.,,,,,,,,,,,----A-8-4-1G02--VIA---41::, .,,,, .,_. ,\ ._.._ i.`,.�ti\ \\\-, _.... ----------•__•_____`__•__•_"__�, M a `1 ......... ........................................................1.. ................................................................... ............................................ .............................. ..........................................a........... ,i1:It... ��' \ �`J \\,\\ ;-- : (2) `STARTERS ,;....1, _ ... ......................... \; kj s. 1`O ADJACENT TO 1 " \,M.; STORE LOCATION: nl! ant; C. 1•y \ , " "`\ -. -\, : co GAP KIDS/BABY SUITE W14 , �, ,. �� ,, .,.- 9677 SW WASHINGTON -.«, ._\.:,, ��.: ;4 � , � �,�. � ___.. ..n.,. .nv.n �� ON SQUARE RD. \•:\-.� �: „t.. '•,�,..:, `:��•`�` iti1�ti,\i4\._``_,,..—t�i�ikii,`._ ,..` i \. ._,, ` ....-..,,,, , l+" , `� *.. 1111 X111111111111,...\1111,.,••1,11»\\1111„11111111,1\,..•.,", t 402 `\' ..,.....,.._ c o :, 97223-4452 ,::,'(.'.,,. ;:: ..:N '' 400 CP 303 '\ W , GAP PROJ. I.D.: 0000044301 \ CD • 31, A-1,3,5 VIA STARTER PROTOTYPE V9 DATE• „t v ADJACENT TO PANEL A • J 7 08/11 /08 ` 302 „,,,, ,��>, OPENING a; : Q1 /Q2 2009 \\ :B7 all ., ,............... ,n,_.. _.._ -1�;3�,.5__ AHU fl_,.,, .„L.„....\'� '„ .. , �, : ., =tea 1,,.., .� - B9 o 401 • 2 ;. .. 81 i�� `300 _. cn '`L) {‘ ter\.- :\,.. 100 POWER PLAN - MECH Z .- E1-1 1/8" = 1'-0” POWER CODED NOTES (300) RECEPTACLE AT UNIT WIRED TO CIRCUIT AS INDICATED. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR AND G.C. PRIOR TO ROUGH—IN. (301) J—BOX FOR CONTROL DAMPER. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATION. (302) DUCT MOUNTED SMOKE DETECTOR. COORDINATE WITH G.C. AND MECHANICAL CONTRACTOR FOR LOCATION. 303) J—BOX FOR THERMOSTAT/SENSOR/SPEEDSWITCH MOUNTED AT 48" A.F.F.. INSTALL 1/2" CONDUIT WITH BUSHINGS AND PULLWIRE TO ABOVE CEILING FOR CONTROL WIRING. COORDINATE LOCATION WITH PROFESSION . - PRIOR TO ROUGH—IN. vs� , r� ,� ,. 4.400 DISCONNECT FOR CONDENSER WATER PUMPS. COORDINATE WITH <z.--' ''(•) '' MECHANICAL CONTRACTOR FOR LOCATION. P,o. i,.. °q s9 PROFESSiUNAL ' . 401) J—BOX FOR MOTORIZED DAMPER. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATION. •,,• <4,1„ c.. 4,,,,,-:, . C N� ► i`°lk i (402) STARTERS FOR CP-1, CP-2, AHU-1, AND AHU-2. 4. '' . -' ,/./ ,0 k (A.31 ./0 A TEMPORARY PERMIT TO PRAO CE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 REFERENCE ONLY ISSUE TYPE: NOT APPROVED WITH THIS PERMIT LANDLORD/PERMIT/BID 11/13/08 SCALE: 1/8" = 1'-0" DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: POWER PLAN — MECH SHEET NUMBER: El 11111•111M 1 w� � NEW STORE/ FULL GUT ,o ,W I t.,,... k. DEMOLITION LIGHTING CODED NOTES ` z� —7i — �J T J 1.1 c_ _II tJ -� T ,��\\�\�"`..,....____ 400 DEMO ALL LIGHTING IN SPACE. DEMO ALL WIRING AND CONDUIT PERTAINING TO SPACE BACK TO THE PANELS. I 00 i k 0 0 0 ® 0 0 ® T 400 400 1:1 400 400 400 IM GAP INC. 1 ; CORPORATE ARCHITECTURE ® ® 0 0 0 . ® ® ® 901 CHERRY AVENUE L SAN BRUNO, CA 94066 , _ ____0_, .---ii :�, STORE NO.: g 4 3-....„._ „,„ . ,,, ---fi ii---, �\ STORE NAME-141- „.. r 6 :E. WASHINGTON SQUARE T I O ® ® ® ��"7 ' Q.., �� _ 400 11 400 O M .,._ �-��----��'� STORE LOCATION: 400 400 I .—r' ■ �M...:> GAP KIDS BABY SUITE W14 �,,,[ I '� ,�, . I - 9677 SW WASHINGTON SQUARE RD. \ TI GARD, OR 1 97223-4452 400 400 I GAP PROJ. I.D.: 0000044301 ', o ® ® v ® ® • PROTOTYPE V9 DATE: I ■ ■ 08/11 /08 OPENING Q1 /Q2 2009 a ® co ® ® ® I1 _kill, 7--, _ ____. _n_____ ' __a_ _a _ ci___ __a_ ....___c ....m___ :'ISN\ Z 100 DEMOLITION LIGHTING PLAN MI 2D-0 1/8" = 1'-0" PROFESSIONAL STAMP: . �tt P# -,;',.,;,,,,:\ 4,47 . ,:s.,c, ,?(,,,,),,,,,,,,,:;,,,,,,N1 ' No. 1 e689 `� '. aI PROFESSIONAL ' 1, /1- 13.Of V 451� $.4, .9.N tfc- ,,,, 4 ia$10 i r/ir A TEMP eRARY PER 9 aRAClICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 REFERENCE ONLY t: 404 601 4000 f:404 601 3980 NOT APPROVED WITH THIS PERMIT ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 SCALE: 1/8" = 1'-0° DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: DEMOLITION LIGHTING PLAN SHEET NUMBER: E 2 D ..... 0 NEWSTORE/ FULLGUI FIXTURE TYPE R3 206 (TYPICAL) 'e �,, (TYPICAL) W; LLB (j'� FIXTURE TYPE E9 `_�� " \ [] W tL (TYPICAL) 202 FIXTURE TYPE X1 (TYPIAL) 212 pRXTuRE1YPE P6-1A FIXTURE TYPE E6 � . E3-3 (TYPICAL) (TYPICAL) 203 200 201 FIXTURE TYPE P6-1K (TYPICAL) FIXTURE TYPE R3E ti FIXTURE TYPE F1 C'-4A (TYPICAL) FIXTURE TYPE D7 TRACK (TYPICAL) 103 100 - E3-3 204 FIXTURE TYPE TYPICAL) PE F1 C-2A.__�TYPICAL)' E3-3 0 ' :. n i , ,,: , .__ „," ,, ,,,,,,,,,,„„„„, ,. , , ,,,,,-----","" ..,.- • • \ .. .. ti,.. :... . ... `` ; .y. +.,., e\.ti ,+,.ti\ .w.w. .C1 •; �.� 204 200 -' C1 C11 C1 Cl 1 C3/C13 C3/C13 C5/C15 C9 C9 E3-3 ; z °ti C1 C11 roll ToT ToT Cif / , Vol, 1/r toll ' ' - ' - I voT a vor ` vor , , Tor a Vol, a Vol , 1 I ,,,,,,,k\ \ � U C1/ C7� �' L.„. ,. .,,, C11 0C2 C2 :p *C2 C2 C2 C2 GAP INC. M► I fl C7� - FIXTURE TYPE E6 ON D7 CORPORATE ARCHITECTURE EM/NL 5 n ,»» 4 c� . . 901 CHERRY AVENUE -... 1 C2 ( 6 \ ' \ a : : \ \ 'Iii ,,.,,:. 0 M ,� M ,n TRACK (TYPICAL) Z.:,:<;,+.is• ,,,, �- r �- +- M M.- U a o o io .3() O 202 SAN BRUNO, CA 94066 v , .., v o P C6� v v •- C6 - C2 in C7lb . ,L,�L._ `� \ \ fl ,� y �- — STORE NO.: : © �a M M EM/NC 9643 ,_-" .:13 ..,. C1/ — v �`- ' aoa aoa aka ' C74) - jC6 C13 _..__,. : .,.,,,. C3/C13 - 206 �� 2 cs / 200 _ STORE NAME: WASHINGTON SQUARE , ..._.., 0 C C1 C11 C6�- _ .... \. / \ E3 3 C3/` 5 9 C1-1 -m-,„,' £.3.a a.c a am4 ;, / / C.1. , ,,,; C.1.5. 204 ,� STORE LOCATION: FIXTURETY'E--C1-W-' �+ . ",:.u.:_,i' ..._ C 1/C 11...............»__»_>;,,,_;` . ».» _»»»»,,�:,,»»»,»,»,,,..,»»»»»,. »,_» »_'_'_ » 100 .. ;. ,____ `'�v � ..... '�` �`*M��FIXTURE TYPE R7E (TYPICAL) ».... MS \ ,�C1 . .. _».. ..-__. ,,0151 C12 :t'- \ 103 GAP KIDS/BABY, SUITE W14 100 FIXTURE TYPE G1WE-8-G, __ M/NL /.,_. C10_ ` , `; ;= C6 NL aCZ A aoa aC3a £ 3E `. s ,� : 204 „,,,m/„. 9677 SW WASHINGTON SQUARE RD 103 - (�- ' EM C3/C13 13 �, C5/C1 5 / � u \ M E3-3 (TYPICAL) C8 C1p,•.; II C6 vat ToV Tov ” I,,,,,,i' '; ::N \ C10 - _» :. _ ' c6 , �ti 0 - 200 204 ,.1, TI GARD OR : \� L \ ;�,,, 's ». . M a _ EM/NL in C6 E3-3 97223-4452 ,,,,,,xs="-,., :,.:_a ;''' ,,„,»,,,,,,,+fit',^'+'” W.. ,��r...,,,,E w, a••,."....,:\,=,,,1,,.,,,»,_.,„,,, „„„„&„„„‘„,—;,_.,„.,37--i ,. .(�y�..•.�• .nom M/ , l U• .,, ..w 1.4w. ` ' N L v v `� \,,._ *, F TORE TYPE R7E v - Ln ' C12» rt .)'' �: .: O C2 o• j GAP PROJ. I.D.. 0000044301 FIXTURE TYPE R8E (TYPICAL) 103IYPICAL C5 - -°v C2 _ ;; FIXTURE TYPE R7 ~�`\ ( ) 103 `�' PROTOTYPE V9 DATE ' _ C15-� ----a aoa T aaa t aoa ' boa T ac■ •oa ° aoa Cg- 200 206 100 100 C3/C13 / C5/C15 C7t _ 08/11 /08 ., E3_3 ,..... �;t, ,,,, 204 OPENING Q /Q2 2009 -,,,,,,,,,,,,Se2-2,;;,,,,,,,,,,,, .' "'":--ifiC6* ,, 101 --q EM/NL C4 . < Ho iTiNG ,,,,,. , , ., ,-,--- . 1128 '2' ...1 Ca / . C7 - - ,'.i'FC;-: ,;' ; C ( 024 2a m _ \~`" C4 �'' FIXTURE TYPE R8 TYPICAL ® •C4 <<,...:raC4 . C4 t C1 s C9 (TYPICAL) C4 '--- - --- ----;' -1---'i ----- L'-' ' --0.[ 0 \i ,.,is:<' 204 100 LIGHTING PLAN 204 200 E3-3 Z II E2-0 1/8” = 1-0" FIXTURE TYPE F5-G (TYPICAL) FIXTURE TYPE F5E-G (TYPICAL) 103 100 E3-3 FIXTURE TYPE G1 WE-8-G, (TYPICAL) 103 100 E3-3 LIGHTING CODED NOTES FIXTURE TYPE 205 100 EXHAUST FAN IN CEILING, SWITCHED WITH ROOM WS1 (TYPICAL) Vp LIGHTS. FIXTURE TYPE R7 (TYPICAL) 101 OCCUPANCY SENSOR SWITCH FOR CONTROL OF ROOM LIGHTING. OCCUPANCY SWITCH SHALL BE A WATT STOPPER WA200. SET SWITCH FOR MAXIMUM SENSITIVITY. CONTROL AND ADJUST SWITCH TO MAINTAIN LIGHTS ON FOR 15 MINUTES AFTER LAST MOTION IS DETECTED. SWITCH SHALL BE ADJUSTED TO OVERRIDE THE LIGHT LEVEL ENERGY SAVING FEATURE. DIP SWITCH SETTING OF THE SWITCHES BENEATH THE COVER SHALL BE SET AS FOLLOWS: PROFESSIONAL STAMP: ON - DIP 1,7,8 .,y 2a OFF - DIP 2,3,4,5,6 /.,,-.,,,- ,-,_,-':,„,,,,:,,,,f'. -:, 102 BYPASS BUTTON LIGHTING CONTROL SWITCH. DIP SWITCH ': C° /caQ\,,l:-0N\ SETTING FOR DEVICE SHALL BE SET AS FOLLOWS: ! ..ii„:: PROFESSIONAL ' ON - DIP 2,6 c.' /7.3/'!6 OFF - DIP 1,3,4,5 103 PROVIDE SEPARATE UNSWITCHED HOT CIRCUIT TO EMERGENCY 0 �►'� /�, ',.',: . ,�,,'��+ p,r!`ri/jr BALLAST IN FIXTURE. � ” A TEMPO°ARY P ` '■�- C110E IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VAUD 200 HALO SIGN WITH INTEGRAL BALLAST ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. (2-02) INSTALL AND WIRE LIGHT FIXTURE ON TWO CIRCUIT TRACK ARCHITECT INFO: LOWER CIRCUIT, CIRCUIT #1. 203 INSTALL SHADED FIXTURES ON TWO CIRCUIT TRACK UPPER GreenbergFarrow CIRCUIT, (CIRCUIT #2), AND NON-SHADED FIXTURES ON TWO CIRCUIT TRACK LOWER CIRCUIT, (CIRCUIT #1). 1430 West Peachtree Street, N.W. Suite 200 204 JUNCTION BOX AND TOGGLE DISCONNECT SWITCH MOUNTED Atlanta, GA 30309 IN NON-VISIBLE LOCATION. MAKE FINAL CONNECTION. t:404 601 4000 f:404 601 3980 VERIFY LOCATION WITH SPECIFIC SITE CONDITIONS. REFERENCE ONLY 206 JUNCTION BOX FOR POWER CONNECTION TO PREWIRED NOT APPROVED WITH THIS PERMIT ISSUE TYPE: ARMOIRE LIGHT FIXTURE CIRCUIT. MOUNT 9'-3" AFF. LANDLORD/PERMIT/BID 11/13/08 CABINET MANUFACTURER PROVIDES A WHIP FROM CABINET BACKING FOR LIGHT FIXTURES. CONNECT WIRING UPON SCALE: 1/8" = 1'-O" INSTALLATION OF ARMOIRE DISPLAY CABINET. COORDINATE LOCATION WITH G.C. PRIOR TO INSTALLATION. DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: E211011111111.1111 0 NEW STORE/ FULL GUT POWER RISER DIAGRAM GENERAL NOTES \` ROOF 1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED \ k\\ i k,N, AHU-2 AHU-1 BY EQUIPMENT NAMEPLATE PER N.E.C. X\\\MOTOR HEATER MOTOR HEATER PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL /-1 / J /J V J 2. EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. MAINTAIN 3'-0" CLEARANCE PER NEC \ . _.\ \\\11 110-26 FOR ALL ELECTRICAL EQUIPMENT MOUNTED ON ALL WALLS. \ 3. INSPECT AND TEST ALL EXISTING EQUIPMENT THAT WILL BE ' CP-2 CP-1 USED/REUSED. REPORT TO G.C. REGARDING ANY REQUIRED ,\\.\\ \\\\ MAINTENANCE OR REPAIR ITEMS. "_ 4. INSTALL A MINIMUM OF 1/2" HIGH BLACK ENGRAVED LETTERING ON GAP INC. 1 / DESIGNATION, COMB NATIONESTARTERPDE GNATION,ARE AY ANELBOARD 90R CHERRY AVEN ECTURE 2 VERIFY IN FIELD CONTACTOR, AND LIGHTING CONTACTOR WITHIN ENCLOSURE. WITHIN SAN BRUNO, CA 94066 0 EACH ENCLOSURE PROVIDE A MINIMUM OF 1/2" HIGH PERMANENT 0 -1 PEN INDICATING EQUIPMENT DESIGNATION. STORE NO.: 9643 \ 1 TAP BOX. CONTRACTOR TO EXTEND FEEDER(S) EWH-1 STORE NAME: WASHINGTON SQUARE AND CONDUIT TO L NOTE TO ELECTRICAL CONTRACTOR LOCATION OF PANEL A. ..--o-LANDLORD WALL CORNER WALL CORNER UPON DELIVERY, THE ELECTRICAL CONTRACTOR SHALL BE STORE LOCATION: CONTACTORS IN NEMA 1 ULTIMATELY RESPONSIBLE FOR THE EQUIPMENT AND GAP KIDS/BABY, SUITE W14 20"X20" HINGED WALL-MOUNT ACCESSORIES, INCLUDING THEIR UNLOADING, STORAGE, 305 N1C SERIES ENCLOSURE # .--LEASE LINE INSTALLATION AND START UP ON THE PROJECT. 9677 SW WASHINGTON SQUARE RD. N 1 C20206LP BY HUBBELL. TI GARD, OR ® �--� 0 -I E4-1 BACK PANEL TO BE N 1 P *--•► MAIN ELECTRICAL ROOM SERIES BACK PANEL # 97223-4452 0g' ji) SRE oRNNCE RE oRENCE Ni P2020 BY HUBBELL. ELECTRICAL GEAR BILL OF MATERIALS ®g 1 GAP PROD. I.D.. 0000044301 SPACE FOR O CONTACTORS AHU-1 MOTOR &AHU-1 HEATER LOCAL EXCHANGE J TYPICAL �,.,: CARRIER Q 7-LIGHTING ("TYPICAL) THN3361 R PROTOTYPE V9 DATE: NETWORK 3-POLE 600V TYP1 FUSED SFTY SWITCH FIRE ALARM RACK SPENCER/AVAYA - .A za 08/11 / CONTROL 66 BLOCK X PANEL EQUIP AHU-2 MOTOR &AHU-2 HEATER OPENING Q1 /Q2 2009 3A 0 0 PANEL PANEL PANEL THN3361 R SPACE FOR - 'A' 'B' 'C' Z 3-POLE 600V TYP1 FUSED SFTY SWITCH 0 AVAYA Q Q , SPACE " ` , , LUG KIT FOR AHU MOTOR& HEATER FOR : .E `Q VARIOUS �. g LIGHTING ` TGL1 MUSIC ® -- 5" 5" CONTROL EQUIPMENT GROUND KIT SYSTEMS COMBINATION STARTER I~ �) TIMECLOCKS PROVIDED BY MECHANICAL ADT CONTROLS CONTRACTOR "-.-48" CP-1 & CP-2 MUSIC (TYPICAL-4) THN3361 R RACK 3-POLE 600V TYP1 FUSED SFTY SWITCH 0 0 0 ` ' LUG KIT FOR CP-1 & CP-2 TGL1 EQUIPMENT GROUND KIT i EWH-1 TC2368 3-POLE TYP1 DEF PURPOSE SFTY SWITCH MINIMUM WALL SPACE MINIMUM WALL SPACE MINIMUM WALL SPACE REQUIREMENT: REQUIREMENT: REQUIREMENT: LUG KIT FOR EWH 11'-1" -- '--8" - 1'-10"---- 6'-2" 8"-►- •. • 3'-7" - TGL1 45KVA FLOOR MOUNTED EQUIPMENT GROUND KIT STEP-DOWN TRANSFORMER. 480V, 30, 3-WIRE PRIMARY, 120/208V, 30, 4-WIRE SECONDARY, REFER TO TRANSFORMER LOAD SUMMARY POWER RISER DIAGRAM AND NOTES 1/2"=1'-o" 100 PROFESSIONAL T P: EQUIPMENT WIRING SCHEDULE ELECTRICAL LOAD SUMMARY - 480/277 VOLT SYSTEM ...- E' ry �= '�; FEEDER TYPE OF NEMA DISCON. LOAD ACTUAL N.E.C. ACT UAL N.E.C. 3, . ,y �' SYMBOL ITEM VOLTAGE HP KW MCA WIRE CONDUIT CONNECTION RATING SWITCH FUSES REMARKS DESCRIPTION CONNECTED DEMAND DEMAND CONNECTED DEMAND DEMAND t NCI it7-i',,,,'' '',/%_4'°;i � KW FACTOR KW KW FACTOR KW _' PRO��ESSIONAL ' 0 INCOMING SERVICE/PANEL A 48O/277V 65.41 78,7 EXISTING TO EXISTING TO 200A 1 TRACK LIGHTING *13-07 125/0 150W/2 FT F._,,�' .F,� `:' (, a 3�-4W REMAIN REMAIN M.C.B. 8.64$ ° 10.810 228 FT 17.100 � :::1',..'444';FAI'617C*• LIGHTING *** 6.865 125% 6.865 6.$65 125% 6.$65 ` �AHU-1 HEATER 10.30 12.4 (3) #10 THW DISCONNECT 1 30A-3P 20A 0.814 0 1. 1 ®2 480V-30 3/4" SHOW WINDOW LIGHTING 125/0 0 8 36 FT 200W/ FT**** 7.200 � �' .,.. AHU-1 MOTOR 2.0 3.4 (1) #10 GND. SWITCH 1 30A-3P 5A 1ST 10 KW @ 100% 1ST 10 KW @ 100% A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS AHU-2 HEATER 3.80 4.6 (3) #10 THW „ DISCONNECT 1 30A-3P 6A RECEPTACLES 10.500 REMAINING @ 50% 10.250 10.500 REMAINING @ 50% 10.250 BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ® AHU-2 MOTOR 48OV-30 1.5 3.0 (1) #10 GND. 3/4 SWITCH 1 30A-3P 5A MOTORS 100% 100% ONLY UNTIL OFFICIAL ACTION IS TAKEN ON HEATING * 14.100 100% 14.100 14.100 100% 14.100 11/12/2008 FOR OREGON REGISTRATION. ® TRANSFROMER 480- 45.00 (3) #4 NW AHU /CP MOTOR 100% + 25% OF 100% + 25% OF 1" DIRECT ARCHITECT INFO: 208/120V (1) #8 GND. _ 9.062 LARGEST MOTOR 9.769 9.062 LARGEST MOTOR 9.769 GROUND TO BUILDING WATER HEATER 1.500 100% 1.500 1.500 100% 1.500 OreenbergFarrow ®5 TRANSFORMER GROUND 480V (1) #6 GND. 1/2" DIRECT STEEL IN GENERAL MISCELLANEOUS 6.860_ 100% 6.860 6.860 100% 6.860 1430 West Peachtree Street, N.W. VICINITY OF TRANSFORMER 58.350 TOTAL KW 61.170 TOTAL KW 73.640 Suite 200 d PANEL B 208/120V 37.54 104.2 (41 #1/0 AWG 2„ 150A 1 Atlanta, GA 30309 ( ) #6 GND. M.C.B. * USE GREATER LOAD OF THE TWO CATAGORIES t: 404 601 4000 f:404 601 3980 125A ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM (APPLIED ONLY ON ONE UNIT) ISSUE TYPE: ®7 PANEL C 208/1 20V 18.68 51.9 (4) #1 THW 1-1/2" 1 *** ACTUAL SHOW WINDOW LIGHTING IS INCLUDED IN TRACK LIGHTING AND LIGHTING SECTIONS. 1 13 08 (1) #8 GND. M.L.O. LANDLORD/PERMIT/BID / / **** 200VA/FT REQUIREMENT MINUS ACUTAL INSTALLED SHOW WINDOW LIGHTING. REFERENCE ONLY' {2) #12 THW „ DISCONNECT VERIFY EXACT LOCATION )TOT APPROVED WITH THIS PERMIT (1) #12 GND. 3/4 SWITCH 1 30A-2P WITH G.C. PRIOR TO SCALE: ® EWH-1 208V 1.50 AS NOTED ROUGH-IN. NEC DEMAND KW DRAWN BY: AB ® CP-1 CP-2 48OV-30 2.0 3.70 5.35 (3) #12 THW 1/2„ COMBINATION 5A 2 SYSTEM VOLTAGE x 1.732 = MINIMUM FEEDER AMPERAGE A&E JOB NO.: 20080475.5 0.3 (1) #12 GND. STARTER 1.5A REMARKS: 73.640 x 1000 SHEET TITLE: 1. THE INCOMING SERVICE TO THIS SPACE IS EXISTING TO REMAIN. CONTRACTOR TO EXTEND FEEDER(S) AND CONDUIT(S), IF NECESSARY, TO LOCATION OF PANEL A. 480 x 1.732 = 88.6 AMPS POWER RISER AND SCHEDULES 2. COMBINATION STARTER (CONTACTOR AND DISCONNECT SWITCH) PROVIDED BY MECHANICAL CONTROLS CONTRACTOR. EXISTING ELECTRICAL SERVICE @ 480 VOLTS, 3-PHASE, 4-WIRE = 200 AMPS SHEET NUMBER: E3 ....... 0 . . PANELBOARD A NEMA ENCLOSURE 1 AIC RATING 42,000 NEW STORE/ FULL GUT PANEL TYPE AE MOUNTING SURFACE NOTES TOP FEED CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT \ PANEL A BILL OF MATERIAL INFO NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. 1 PANELBOARD, TYPE AE (101) - - - PANEL B BILL OF MATERIAL INFO 1 4.767 4/67 A 2.098 2.098 2 `: SINGLE SECTION PANEL TOP FEED SURFACE MNT 3 AHU-1 25/3 HACR 4.767 - 4.767 B 2.098 2.098 HACK 20/3 AHU-2 4 _ 1 Panelboard, Type AQ 101 5 4.767 4.767 C 2.098 2.098 6 yp e ( \\\\\\\ 18CKTS 3P4W 480Y/277V 42 KAIC 7 . 12.295 - 11.050 A 1.233 _ 1.233 8 PANEL B 9 _ PANEL B VIA TRANSFORMER 70/3 12.658 _ 11.320 B 1.234 1.234 20/3 CP-1, CP-2 10 Single Section Panel Bottom Feed Surface Mnt 42 Ckts 200A 3 POLE SGLA4 MAIN 11 12.583 11.430 C 1233 t233 12 3P4W 208Y/120V 10 KAIC , 17A POLE - � � 70A 3 O TEY 13 SPARE BREAKER 20/1 0.000 0.000 A 0.000 0.000 20/1 SPARE BREAKER 14 150A 3 Pole TQD Main `N ti 1 25A 1 POLE TEY 15 15 SPARE BREAKER 20/1 0.000 0.000 B 0.000 0.000 20/1 SPARE BREAKER 16 1 100A 3 Pole THQB . 2 20A 1 POLE TEY 17 SPARE BREAKER 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE BREAKER 18 1 20A 2 Pole THQB ` ` 6 20A 1 POLE TEY 35 THQB 20A 1 Pole TH 0 Q 1 COPPER BUS 1000A PSI VOLTAGE 480/277 PHASE 3 PANEL MAX AMPS 200A 1 Copper Bus 1000A PSI 1 NAMEPLATES MAIN BREAKER MAINS 200A MCB WIRE 4 OPTIONS 1 Nameplates GAP INC. 1 NATIONAL ACCT SPECL INSTR 1 National Acct Sped Instr CORPORATE ARCHITECTURE 901 CHERRY AVENUE 1 GROUND MAIN LUG TGL20 3 Ground-Cu box bonded TGC2 SAN BRUNO, CA 94066 1 GROUND-CU BOX BONDED TGC2 ACTUAL CONNECTED N.E.C. CONNECTED 1 AB43B Box 1 AB64B BOX 19.150 KW PHASE A 21.587 KW 1 AF43SN Front STORE NO.: 1 AF64SN FRONT 19.420 KW PHASE B 21.950 KW 78.7 AMPS 1 AQF3362ABX Interior AXB4 9643 1 AEF3184DTX INTERIOR AXF1 B4 19.530 KW PHASE C 21.875 KW 58.100 KW TOTAL 65.410 KW STORE NAME: WASHINGTON SQUARE PANELBOARD B NEMA ENCLOSURE 1 AIC RATING 10,000 STORE LOCATION: PANEL TYPE AQ MOUNTING SURFACE NOTES BOTTOM FEED GAP KIDS/BABY, SUITE W14 9677 SW WASHINGTON SQUARE RD. CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT TIGARD, OR NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. 97223-4452 1 6.225 4.980 A 0.720 0.720 20/1 RECEPT-SALES 2 3 PANEL C 100/3 6.688 5.350 B 0.720 0.720 20/1 RECEPT-SHOW WINDOWS(LTG 3) 4 TRANSFORMER LOAD SUM MARY 5 5.763 4.610 C 0.900 0.900 20/1 RECEPT-SALES/F.R./STOCK 6 GAP PROD. I.D.: 0000044301 LOAD CONNECTED DEMAND DEMAND PANEL SCHEDULE LEGEND 7 CD-1 /DUCT&SMOKE DETECTOR 20/1 LO 0.500 0.500 A 0.360 0.360 20/1 RECEPT-EAS 8 PROTOTYPE V9 DATE: BREAKER OPTIONS 9 RECEPT-AHU 20/1 0.360 0.360 B 0.200 0.200 20/1 MOTORIZED DAMPER 10 DESCRIPTION KW FACTOR KW LO HANDLE - LOCK-ON DEVICE 11 RECEPT-SALES 20/1 0.720 0.720 C 1.200 1.200 20/1 RECEPT-STEAMER(SALES) 12 08/11 /08 18 675 HACR HEATING, A/C, & REFRIGERATION RATED BREAKER 13 RECEPT-TEL. BOARD(IG1) 20/1 LO 0.360 0.360 A 0.800 0.800 LO 20/1 RECEPT-CASHWRAP(IG1) 14 LIGHTING 14.940 125/° 15 RECEPT-TEL. BOARD(IG2) 20/1 LO 0.360 0.360 B 0.800 0.800 LO 20/1 RECEPT-CASHWRAP(IG2) 16 OPENING Q1 /Q2 2009 RECEPTACLES 10.500 1ST 10KW @ 100% 1 0.250 17 RECEPT-DEDICATED 20/1 0.180 0.180 C 0.800 0.800 LO 20/1 RECEPT-CASHWRAP(IG3) 18 REMAINING @ 50% 19 RECEPT-MUSIC SYSTEM 20/1 0.600 0.600 A 0.900 0.900 20/1 RECEPT-CASHWRAP(GEN) 20 WATER HEATER 1 .500 100% 1 .500 21 RECEPT-TEL. BOARD(IG3) 20/1 LO 0.360 0.360 B 1.500 1.500 20/1 RECEPT-MICROWAVE 22 23 FIRE ALARM CONTROL PANEL 20/1 LO 0.200 0.200 C 0.900 0.900 20/1 RECEPT-REFRIGERATOR 24 MOTORS 125% 25 EWH-1 20/2 0.750 0.750 A 0.360 0.360 20/1 RECEPT-TIMECLOCK 26 HEATING * 100% 27 0.750 0.750 B 0.200 0.200 LO 20/1 LIGHTING CONTROLS 28 AIR CONDITIONING * 100% +25% OF 29 RECEPT-RESTROOM/STOCKROOM 20/1 0.360 0.360 C 1.200 1.200 20/1 RECEPT-STEAMER(STOCKROOM) 30 31 RECEPT-MANAGER'S OFFICE 20/1 0.360 0.360 A 0.000 0.000 20/1 SPARE 32 LARGEST MOTOR** 33 NETWORK RACK RECEPT(IG3) 20/1 LO 0.720 0.720 B 0.000 0.000 20/1 SPARE 34 MISCELLANEOUS 6.860 100% 6.860 35 OFFICE RECEPT(IG2) 20/1 LO 0.360 _ 0.360 C 0.000 0.000 20/1 SPARE 36 37 OFFICE RECEPT(IG1) 20/1 LO 0.360 0.360 A 0.000 0.000 20/1 SPARE 38 33.800 _ TOTAL KW 37.290 39 SPACE B 0.000 0.000 20/1 SPARE 40 93.8 TOTAL AMPS 103.5 41 SPACE C 0.000 0.000 20/1 SPARE 42 NOTES: VOLTAGE 208/120 PHASE 3 PANEL MAX AMPS 150A * USE GREATER LOAD OF THE TWO CATEGORIES CONTACTORS BILL OF MATERIALS MAIN BREAKER MAINS 150A MCB WIRE 4 OPTIONS ISOLATED GROUND ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM (APPLIED ONLY ON ONE UNIT) 1A LGECR463L20AJA ACTUAL CONNECTED N.E.C. CONNECTED TRANSFORMER ELECTRICALLY-HELD BASE W/2N0 CONTACTS 11.050 KW PHASE A 12.295 KW SIZE 45 KVA (CONTACTOR BASE) 11.320 KW PHASE B 12.658 KW 11.430 KW PHASE C 12.583 KW 104.2 AMPS 33.800 KW TOTAL 37.540 KW 1A POWER BLOCK MANUFACTURER: GENERAL ELECTRIC DRY TYPE LGECR46OXP32 ELECTRICALLY-HELD 2N0 POWER BLOCK (2 POLE PANEL C BILL OF MATERIAL INFO TRANSFORMER BILL OF MATERIALS POWER BLOCK) 1 Panelboard, Type AQ (101) 2A PANEL C TRANSFORMER LGECR463L20AJA Single Section Panel Bottom Feed Surface Mnt 24 Ckts 3P4W 208Y/120V 10 KAIC LGE9T23B3873 ELECTRICALLY-HELD BASE W/2NO CONTACTS 125A 3 Pole TQD Main Lug KVA 3PH 480 TO 208Y/120V TRANSFORMER (CONTACTOR BASE) 20 20A 1 Pole THQB g PROFESSIONAL '• TRANSFORMER LUG KIT 1 Copper Bus 1000A PSI '` .. 2A POWER BLOCK 1 Nameplates ' LGE9T18Y7241 p j e, :=------,� ,\ LGECR46OXP32 1 National Acct Spec! Instr 7 �,� ' c,'\ST l', , LUG KIT FOR A 45 KVA TRANSFORMER p ti �'� ELECTRICALLY-HELD 2NO POWER BLOCK (2 POLE 3 Ground-Cu box bonded TGC2 mg. a. ` t. ';. POWER BLOCK) 1 AB43B Box �' PROFESSIONAL ' 1 AF43SN Front , . �;�� 3A 1 AQF3362ABX Interior AXB4 ��»I E� � . #43, 49k LGECR463L20AJA � $ '' ` '1/X' /1'3( ./O ELECTRICALLY-HELD BASE W/2NO CONTACTS ��°,''� , ti� '; (CONTACTOR BASE) A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS 3A POWER BLOCK BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID LGECR460XP32 PANELBOARD C NEMA ENCLOSURE 1 AIC RATING 10,000 ONLY UNTIL OFFICIAL ACTION IS TAKEN ON ELECTRICALLY-HELD 2N0 POWER BLOCK (2 POLE PANEL TYPE AQ MOUNTING SURFACE NOTES BOTTOM FEED 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: POWER BLOCK) , CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT GreenbergFarrow NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. 1 LTG 1 -SALES TRACK 20/1 1.454 1.454 A 0.903 0.903 20/1 LTG 1 -SALES AREA/F.R. MIRRORS 2 1430 West Peachtree Street, N.W. CONTACTOR SCHEDULE 3 LTG 1 -SALES TRACK 20/1 1.530 1.530 B 0.331 0.331 20/1 _ LTG 2-MANAGER'S OFFICE/F.R. 4 Suite 200 5 LTG 1 -SALES TRACK 20/1 1.411 1.411 C 0.715 0.715 LO 20/1 EM/EX/NL(SALES/F.R.) 6 Atlanta, GA 30309 CONTACTOR CONTACT NEMA 7 LTG 3-SHOW WINDOW 20/1 0.273 0.273 A 0.190 0.190 LO 20/1 EM/EX/NL(STOCKROOM) 8 t: 404 601 4000 f:404 601 3980 CIRCUITS EXTERNAL INTERNAL SCENE MANUFACTURER TYPE COIL CONTACT AMPERE No. OF POLES TYPE CONTROLLED 9 LTG 3-SHOW WINDOW TRACK 20/1 0.814 0.814 B 0.190 0.190 20/1 LTG 2-STOCKROOM/RESTROOM 10 LABEL PANEL LABEL MODEL VOLTAGE VOLTAGE RATING N.O. N.C. ENCLOSURE 11 LTG 2-SALES TRACK 20/1 1.406 1.406 C 1.080 1.080 LO 20/1 LTG 3-PORTAL SIGNS 12 ISSUE TYPE: NEMA 1 13 LTG 2-SALES TRACK 20/1 1.441 1.441 A 0.720 0.720 LO 20/1 LTG 3-ENTRY SIGN 14 LANDLORD/PERMIT/BID 11/13/08 1A 1 GENERAL ELECTRIC ELEC ENERGIZED 120 600 30 8 SEE C-1,2,3,5 15 LTG 2-SALES TRACK 20/1 1.406 1.406 B 1.080 1.080 LO 20/1 LTG 3-SIDEMOUNTED FRONT SIGNS 16 ALL STORE LIGHTS CR463L80-AJA ELEC HELD 100 / E3-0 17 SPARE 20/1 0.000 0.000 C SPACE 18 NEMA 1 19 SPARE 20/1 0.000 0.000 A SPACE 20 SCALE: NOT TO SCALE 2A 2 GENERAL ELECTRIC ELEC ENERGIZED C-4,10,11,13,15 21 SPARE 20/1 0.000 0.000 B SPACE 22 DRAWN BY: AB CR463L8o-AJA ELEC HELD 120 600 30 8 SEE 23 SPARE 20/1 0.000 0.000 C SPACE 24 EMPLOYEE LIGHTS 100 0 / E3-0 A&E JOB NO.: 20080475.5 3A 3 GENERAL ELECTRIC ELEC ENERGIZED 120 600 30 8 NEMA 1 B-4, VOLTAGE 208/120 PHASE 3 PANEL MAX AMPS 100A SHEET TITLE: SPECIALTY LIGHTS CR463L80-AJA ELEC HELD SEE C-7,9,12,14,16 MAIN BREAKER MAINS 125A MLO WIRE 4 OPTIONS 100 / E3-o PANEL SCHEDULES REMARKS: 1. THE ELECTRICALLY HELD CONTACTOR SPECIFIED, (MODEL NUMBER. CR463L20-AJA), USES A G.E. 2-POLE CONTACTOR, (MODEL NUMBER CR460XP32,) ACTUAL CONNECTED 4 980KW PHASE A N.E.C. CONNECTED KW REFERENCE ONLY • FOR TOTAL NUMBER OF POLES SEE NO. OF POLES COLUMN IN CONTACTOR SCHEDULE. 5.350 KW PHASE B 6.688 KW 'NOT APPROVED WITH THIS PERMIT 4.610 KW PHASE C 5.763 KW 51.9 AMPS 14.940 KW TOTAL 18.680 KW SHEET NUMBER: E3 MIN= 1 NEW STORE/ FULL GUT LIGHT FIXTURE SCHEDULE ,,, \‘. PROVIDED BY MANUFACTURER BALLAST MANUFACTURER MOUNTING \ ` �` TAG OWNER LANDLORD DESCRIPTION CATALOG NUMBER LAMP CATALOG NUMBER WATTS VOLTS LOCATION REMARKS D7 X SURFACE MOUNTED DUAL CIRCUIT TRACK, WITH CONTECH #LT28P SERIES N/A N/A N/A 120 SALES FLOOR, DISPLAY WINDOWS 1 '` '� , ACCESSORIES. LENGTH AS INDICATED PER DRAWINGS, WHITE FINISH. E6 X TRACK MOUNTED LOW VOLTAGE INCANDESCENT MR16 CONTECH #CTL1216TNT37P PHILIPS (1) 35MRC16 / IR / N/A 37 120 SALES FLOOR, DISPLAY WINDOWS ` TRACK HEAD. ELECTRONIC TRANSFORMER WHITE FINISH. NFL25 WITH FLAT LENS SOLITE SOFTENING LENS. CLOSED BACK. LABELED FOR . 37W. E9 X METAL HALIDE TRACK HEAD, 20 WATT, WHITE FINISH, WITH AMERLUX PHILIPS ADVANCE 39 120 SALES FLOOR #CYLTS-MM-E-WT-TJ 1-120-FL-DB2690 (1) CDM20 / TM / 830 GAP INC. DB2690 REFLECTOR, ADAPTER FOR CON-TECH ONLY. TO ( ) ICF2542M2BS CORPORATE ARCHITECTURE USE ON TWO CIRCUIT TRACK BUT WILL ONLY WORK ON 901 CHERRY AVENUE SAN BRUNO, CA 94066 CIRCUIT ONE. F1 C-2A X 2' SURFACE MOUNTED FLUORESCENT WHITE STRIP, STEEL LEGION LIGHTING CO., INC. PHILIPS (1) F17T8 / TL835 ADVANCE 22 120 DISPLAY CABINET 4 STORE NO.: 9643 HOUSING, ASYMMETRIC REFLECTOR #1500-117-2-EBO-ASYM REL-2P32-SC F1 C-4A X 4' SURFACE MOUNTED FLUORESCENT WHITE STRIP, STEEL LEGION LIGHTING CO., INC. PHILIPS (1) F32T8 / TL835 ADVANCE 32 120 DISPLAY CABINET 4 STORE NAME: WASHINGTON SQUARE HOUSING, ASYMMETRIC REFLECTOR #1500-132-4-EBO-ASYM REL-2P32-SC STORE LOCATION: F5-G X 1' X 4' FLUORESCENT FIXTURE WITH PRISMATIC ACRYLIC MERCURY #M-106-232-OCT-A-125-ELB PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 MANAGER'S OFFICE GAP KIDS/BABY, SUITE W14 DIFFUSER, ELECTRONIC BALLAST REL-2P32-SC 9677 SW WASHINGTON SQUARE RD. F5E-G X 1' X 4' FLUORESCENT FIXTURE WITH PRISMATIC ACRYLIC MERCURY #M-106-232-OCT-A-125-ELB-EM PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 MANAGER'S OFFICE TIGARD, OR DIFFUSER, ELECTRONIC BALLAST AND EMERGENCY PACK REL-2P32-SC 97223-4452 G1W-8-G X SUSPENDED FLUORESCENT 8' WHITE STRIP, STEEL MERCURY #MIE6-132-OCT/ 8T-ELB, PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 STOCKROOM, STORAGE 2 GAP PROJ. I.D.: 0000044301 HOUSING, WIRE GUARD, CHAIN HUNG, INTEGRAL (2) WGMIE-6240 REL-2P32-SC PROTOTYPE V9 DATE: ELECTRONIC BALLAST ADVANCE 60 2 08/11 /08 G1WE-8-G X SUSPENDED FLUORESCENT 8' WHITE STRIP, STEEL MERCURY #MIE6-132-OCT / 8T-ELB-EM, PHILIPS (2) F32T8 / TL835 120 STOCKROOM, STORAGE HOUSING, WIRE GUARD, CHAIN HUNG, INTEGRAL (2) WGMIE-6240 REL-2P32-SC OPENING Q1 /Q2 2009 ELECTRONIC BALLAST AND EMERGENCY PACK P6-1A X DECORATIVE PENDANT NOVA #050904 PHILIPS (1) 60G40 / W/ RP N/A 60 120 SALES FLOOR - BABY GAP P6-1K X DECORATIVE PENDANT Y-LIGHTING #TEC-2KD-700TDPSP24 IN PHILIPS (1) 60G40 / W/ RP N/A 60 120 SALES FLOOR - GAP KIDS ORANGE TYPE INCANDESCENT BULB R3 X COMPACT FLUORESCENT RECESSED DOWNLIGHT, ALZAK LIGHTOLIER #8038CCDP / 8342HU PHILIPS (2) PLT32W/ 35 /4P ADVANCE 71 120 SALES FLOOR, FITTING ROOM CORRIDOR ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8-11/16" ICF2542M2BS APERTURE, 8" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST R3E X COMPACT FLUORESCENT RECESSED DOWNLIGHT, ALZAK LIGHTOLIER #8038CCDP-E / 8342HU-EM4E PHILIPS (2) PLT32W/ 35 /4P ADVANCE 71 120 SALES FLOOR, FITTING ROOM CORRIDOR ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8-11/16" ICF2542M2BS APERTURE, 8" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY PACK R7 X RECESSED COMPACT FLUORESCENT DOWNLIGHT, 6" LIGHTOLIER #8031 CCDP / 6132B-U PHILIPS (1) PLT26W / 35 /4P ADVANCE 28 120 FITTING ROOM, PORTAL ENTRY APERTURE, SEMI-SPECULAR, LOW IRIDESCENT, INTEGRAL ICF2542M2BS ELECTRONIC BALLAST R7E X RECESSED COMPACT FLUORESCENT DOWNLIGHT, LIGHTOLIER #8031 CCDP / 6132B-U - EM PHILIPS (1) PLT26W / 35 /4P ADVANCE 28 120 FITTING ROOM, PORTAL ENTRY ALUMINUM REFLECTOR, SELF FLANGE TRIM, POLISH FINISH, ICF2542M2BS 6" APERTURE, 9-3/4" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY PACK R8 X RECESSED COMPACT FLUORESCENT WALL WASH, 6" LIGHTOLIER #8021 WWCCDP / 6132BU FAEM3E PHILIPS (1) PLT32W / 35 /4P ADVANCE 35 120 STOREFRONT DISPLAY APERTURE, SEMI-SPECULAR, SELF FLANGED OVERLAP ICF2542M2BS TRIM, INTEGRAL ELECTRONIC BALLAST. R8E X RECESSED COMPACT FLUORESCENT WALL WASH, 6" LIGHTOLIER #8021 VVWCCDP / 6132BU FAEM3E PHILIPS (1) PLT32W / 35 /4P ADVANCE 35 120 RESTROOMS APERTURE, SEMI-SPECULAR, SELF FLANGED OVERLAP ICF2542M2BS PROFESSIONAL TRIM, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY .s fad , PACK. �� WS1 X INTERIOR WALL MOUNTED FIXTURE SMALL OVAL BULK HEADS WITH GRID SANDED PHILIPS #14W SLS14 N/A 14 120 FITTING ROOM MIRRORS _� PROFEssi::::-4';',,:/' )_' GLASS INCANDESCENT LAMP #5101C, ' 0. 3`a0 REMOVE EXISTING LAMP ,,, GIN .- y; ;l//, X1 X LED EXIT SIGN ASTRALITE TPUR-WEM (RED LETTERS) 120 ifri. .4**; `'`' N WITH 90 MINUTE BATTERY BACK-UP ( ) LED S INCLUDED N/A 5 THROUGHOUT SPACE REMARKS: 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS TO COMPRISE A FULLY FUNCTIONING SYSTEM. A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID 2. CONTRACTOR SHALL PROVIDE CHAIN AS REQUIRED. ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 3. FIXTURE WILL BE SWITCHED LOCALLY. 11/12/2008 FOR OREGON REGISTRATION. 4. LIGHT FIXTURE PROVIDED BY FURNITURE MANUFACTURER. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: REFERENCE ONLY LANDLORD/PERMIT/BID 11/13/08 NOT APPROVED WITH THIS PERMIT SCALE: NOT TO SCALE DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: LIGHT FIXTURE SCHEDULE SHEET NUMBER: - E3 - 2 NEW STORE! FULL GUT INTERNALLY ILLUMINATED LED HALO N SIGN - k . \\"\\".1 TO SWITCHED AC - BLUE I PROVIDE 120-VOLT PRIMARY ELEC. CIRCUIT(CONTACTOR' Z \ 1 BLUE 11 SERVICE (INCL. GROUND WIRING ,N\.\.\\.\\\\\\\\\,'\ �� MANUAL SWITCH, ' Nil I ■ DIRECTLY FROM PANEL BOX). SEE MOTION SENSOR,ETC...) YELLOW A.C. BALLAST ) RED ELEC. DWG FOR LOCATION.„ ,,„„,,,,,-----ii 14 0 N� ® 0 lT1 I �,,,LL,L„L,L,°L INSTALLATION TO MEET N.E.C. CODE. I I t \ , 1 . . JI I ;\\\--.1:3 0 ,. A „� LAMP INSTALL END I I , , tA FEED ARROW GAP INC. POINTING TO \ CORPORATE ARCHITECTURE I®BATTERY PLUG P2 P1 THE POLARITY INDICATOR LAMP a Q LINE ON TWO x 941 CHERRY AVENUE RED RED CIRCUIT TRACK :::::.:' 94066 iii0 B ROWN RED BROWN LIGHT ALARMS "AM-6"' YELLOW END FEED CONNECTION 9643 TO UNSWITCHED . BLACK PACK BLUE � CONDUIT TO REMOTE WHITE FLOURESCENT POWER YELLOW TWO (2) 1/2" GREENFIELD STORE NAME: WASHINGTON SQUARE AC CIRCUIT. USE PROPER TAP. • CAP UNUSED WIRE • ORANGE , BLUE 1- TRANSFORMER PER SIGN STORE LOCATION: LOCATION KEY CODE . GAP KIDS BABY, SUITE W14 N : NEUTRAL CONNECTION ......... NOTE: 9677 SW WASHINGTON SQUARE RD. CONNECT EMERGENCY PACK TO THE HOT WIRE OF THE P1 : CIRCUIT #1 POSITIVE CONNECTION TIGARD, OR CIRCUIT AHEAD OF LIGHT SWITCH OR CONTACTOR. --,NI--- PORTAL 97223-4452 P2 : CIRCUIT #2 POSITIVE CONNECTION (NIGHT LIGHT CIRCUIT CONNECTION) GAP PROJ. I.D.: 0000044301 PROTOTYPE V9 DATE: NOT TO SCALE 08/11 /08 EMERGENCY WIRING LIGHTING DIAGRAM NOT TO SCALE NOT TO SCALE _ RECESSED HALO SIGN DETAIL 10o TWO CIRCUIT TRACK END FEED CONNECTION 201 246 OPENING Q1 /Q2 2009 PLASTIC SHIM \\1\`l INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN CEILING I I P \ . , WITH INTEGRAL BALLAST. PROVIDED AND INSTALLED ON/OFF I I BY SIGN MANUFACTURER ill CIRCUIT #2 SWITCH I I (TYP} 1”' "f' �_ PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. CIRCUIT #1 -- --- I I GROUND WIRING DIRECTLY FROM PANEL BOX). INSTALLATION TO MEET N.E.C. CODE. I C C LARITY BEAD I I \\ \ TWO CIRCUIT TRACK \� \ \� II TRACK \ \ II LATCH —1--- \ \` (TYP) STEP-1 STEP-2 STEP-3 =I II iiiii 2 INSTALLATION INSTRUCTIONS 4 -I gs STEP-1 IDENTIFY THE "POSITIVE" CONNECTION ON LIGHTING FIXTURE ` II (1) 1/2" CONDUIT WITH U BASE MARKED "P". 1 (lit MINIMUM 2'-0" GREENFIELD linal `\\ mom hIl FLEX CONDUIT. t I c� STEP-2 TO ACCESS THE UPPER CIRCUIT, (CIRCUIT #2), PULL UP `�� \��_�\ � I ", III I I' III 11' THE CONNECTOR MARKED "P" WITH ELECTRICIANS PLIERS .�., \\ \\ „`' ' UNTIL IT IS FIRMLY IN UPPER POSITION. SEE DIAGRAM \\ \\ ABOVE. \\\ WALL SCONCE 4 STEP-3 SLIDE THE PLASTIC SHIM (SUPPLIED WITH TRACK) BENEATH TYPE WS1 0 3 0 J THE CONNECTOR TO LOCK THE TAB IN PLACE. CENTER . BETWEEN WALL ,"` REFERENCE ONLY STEP-4 TO ACCESS THE LOWER CIRCUIT, (CIRCUIT #1), LEAVE AND MIRROR NOT APPROVED WITH THIS PERMIT CONNECTOR MARKED "P" IN THE ORIGINAL POSITION. PROFESSIONAL STAMP. -k— �: rc�r�,a y"� ,,. . a STEP-5 INSTALL FIXTURE HEAD IN TRACK WITH TRACK LATCH ARROWS L„,„ CIRCUIT #2 CIRCUIT #1 - " POINTING TO THE POLARITY LINE ON TWO CIRCUIT TRACK ,�,° � ``�° ..�& y# NOT TO SCALE 0 NOT TO SCALES I , TWO CIRCUIT TRACK INSTALLATION INSTRUCTIONS 200 SURFACE HALO SIGN DETAIL 204 _ �' ® ��I �A - 4//i' a ' \N �• 1 i,l7 \\\ \\ ,i`t � �� z f�l \ ROUTE CONDUIT TO PANEL -0 � ► v v NN *14 > A TEMPORARY PERMIT C '`ACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID 1 7 POWER POLE DESCRIPTION 5'-0" LIGHT POWER ONLY UNTIL OFFICIAL ACTION IS TAKEN ON POWER POLE SET THE GE CR460 SERIES CONTACTOR ARE CONFIGURED TO SUPPORT WHIP CONNECTED TO 11/12/2008 FOR OREGON REGISTRATION. IN N.O. POSITION UP TO TWELVE NORMALLY OPEN, "N.O.", POLES, WITH A MAXIMUM LIGHT FIXTURE. ARCHITECT INFO: POWER POLE O O _CLIP "4" EIGHT NORMALLY CLOSED, "N.C.", POLES. POSITIONS "1" TO \\\-- ;II O O O O 4 ON BASE CAN BE CONFIGURED AS EITHER N.O. OR N.C. APPLIED MIRROR WHILE POSITIONS "5" AND "fi" CAN BE CONFIGURED AS N.O. S' reen er arrow A 1444) O 0O O ONLY. ..._. ..._.. . _i <', N.O. TAG 1430 West Peachtree Street, N.W. O O O O O INSTALLATION INSTRUCTIONS <� Suite 200 II Atlanta, GA 30309 _ ,/ lit 4i; CI POWER POLE SET STEP-1 LOCATE THE RELEASE CLIP AT ONE END OF THE POWER POLE. 11 a "' t: 404 601 4000 f:404 601 3980 CLIP IN N.C. POSITION Q Q (SEE FIGURE 2) ~,` ` I . AVAILABLE SPACE FOR ISSUE TYPE: •■•%, 2 MORE POWER POLES STEP-2 INSTALL POLE BY SLIDING FOOT INTO SLOT; PULL THE CLIP, AND �Liiiiiiiii<LL LL L\L LLLLLLU\\LLlliiiiiiiii\LL\h\\L' LANDLORD/PERMIT/BID 11/13/08 L .'.l`L\+,i'a 1�..- Y.l.-+`\Lt i�.��\,,-sa \..-.L>+�Vt,,,,,,.�\\t+,\b4♦+,\v\1.,w\\�',\`.\,�\.`.±r\+�\\tom+\v.i..\Vt\-�L�+.L,,,,, ,,,w ..V��..1,, �.�s+..N.\L1.\\\ 1L<-+a\•.•.-. , ,�L+-r.\�-- r/ N.C. TAG POSITION POLE ONTO CONTACTOR BASE. RELEASE THE CLIP FOR �::��.�.� ��L_ � , ��_L��1_L._�_�___ ��h s��.,. .�.��L__L_� 4�� ti»L�.L,�� ._�L ��,�,, ..,,� ,��, . ` � .��,ti��,� �.� •.. y IN N.O. POSITION INSTALLATION. LIGHT FIXTURE PROVIDED /- L .. WITH CABINET SCALE: AS NOTED STEP-3 CHECK FOR THE LETTERING ON THE BASE. N.O. SHOULD BE "" +"++ ` :�� DRAWN BY: AB 's k Nie 0 1(1; VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY OPEN. N.C. �--/ „ FLUSH MOUNT J-BOX FIGURE 2 Al A2 SHOULD BE VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY A&E JOB NO 20080475.5 CLOSED. (SEE FIGURE 1) I �' WALL SCONCE APPLIED MIRROR ,, '' , `_ , SHEET TITLE: CONTACTOR BASE STEP-4 IF INSTALLED IN WRONG POSITION, REMOVE POWER POLE BY TYPE WS1 ii LIGHTING DETAILS PULLING CLIP. ROTATE POWER POLE 180 DEGREES TO CONVERT ' FIGURE 1 TO N.O. OR N.C. POSITION. : ` \-\ `..--.Lip --.....VP,. ,r` SHEET NUMBER: , E 3 ...... 3 LIGHTING CONTACTOR DETAIL NOT TO SCALE _ FITTING ROOM MIRROR DETAIL - KIDS NOT TO SCALE CABINET DETAIL - TODDLER NEWBORN INFANT NOT TO SCALE 103 205 ' ' 212 OF TIMECLOCK SCREEN AND ELEC. OUTLET NEW STORE/ FU L L GUT +-1'-0" MIN 1'-0" MIN ►- MANAGER S DESKIWORKSTATION CODED NOTES ; /- MANAGER'S DESK/VNORKSTATION GENERAL NOTES _ " ; .E (100) 4—PLEX DATA JACK. INSTALL 4-11/16" SQ X 2-1/8" DEEP BOX WITH I \ SINGLE GANG 1/2"/2 PLASTER RING COVER. EXTEND CONDUIT FROM BOX o ( IBM ANYPLACE KIOSK 1. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT SIZES. TO SWIP POS RACK TIMECLOCK 4838-5XX 2, FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND TELEPHONE (101) RJ JACK FOR TIMECLOCK. INSTALL 4" S X 2-1/8" DEEP , ( \\\\\SQ BOX WITH � OF TIMECLOCK SYSTEMS ARE PROVIDED AND INSTALLED BY SPENCER ENGINEERING SINGLE GANG PLASTER RING COVER. o O SCREEN ' AND LUCENT TECHNOLOGY RESPECTIVELY. (102) TRAFFIC COUNTER. INSTALL 4" SQ X 2-1/8" DEEP BOX WITH SINGLE GANG - - TIMECLOCK WALL " I 1/2" F.R. `\\ PLASTER RING COVER. EXTEND TRAFFIC COUNTER CONDUIT HO ER 3 -0 PLYWOOD BACKING 3. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE M UN TO MOUNT PLATE �, . BOX. MIN BY C.C. PROVIDED AND INSTALLED BY VENDOR. J \ 103 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT. / // 105 � � INSTALL IN 4" SQ X 2-1/8" DEEP BOX WITH TWO GANG 1/2" PLASTER AC POWER ADAPTER WALL AC POWER ADAPTER \ RING COVER. LABEL "P ONLY" AND CIRCUIT AS INDICATED ON POWER MOUNT BRACKET PLAN AND PANEL SCHEDULES . o GAP INC.0 CORPORATE ARCHITECTURE (104) CONVENIENCE QUADRAPLEX RECEPTACLE FOR GENERAL USE POWER. RJ4500 PHONE JACK 901 CHERRY AVENUE 0 BR INSTALL IN 4" SQ X 2-1/8" DEEP BOX WITH TWO GANG 1/2" PLASTER BY TELEPHONE SAN BRUNO, CA 94066 O 102 RING COVER. LABEL "CONVENIENCE" AND CIRCUIT AS INDICATED ON i 2 • " A _2., CONTRACTOR. >4 POWER PLAN AND PANEL SCHEDULE. 1 :• , ..• : : 3/4"C WITH ONE PULLWIRE STORE N0. 9643 , . (105) BUZZER AT MANAGER WORKSTATION FOR DOORBELL SYSTEM 49" 56 1/2"/2" TO MANAGER'S OFFICE. 101 ( STORE NAME: WASHINGTON SQUARE ,...._...�.�_____________ 105 II STORE LOCATION: 41 1/4" 2,-6" 100 B MAX DUPLEX RECEPTACLE FOR TIME GAP KIDS/BABY, SUITE W14 \ CLOCK AND/OR GENERAL USE 9677 SW WASHINGTON SQUARE RD. 24" INSTALLED BY ELECTRICAL �� CONTRACTOR. 3" ABOVE COUNTER --11„11. -. TIGARD, OR 4 COMPUTER CART ::: OF DUPLEX AND PHONE JACK 97223-4452,,T,,.---, ' :UNDER COUNTER 631 104 FINISHED FLOOR r1 GAP PROD. I.D.: 0000044301 co TIMECLOCK AND AC ADAPTER WALL TIMECLOCK WIRING ELEVATION DETAIL PROTOTYPE V9 DATE: J L MOUNT BRACKET ELEVATION DETAIL 104 M '6_,► ::: 835 . „ t. �' B37 08/11 /08 TIME CLOCK MOUNTING DETAIL O TO SCAL OPENING Q1 /Q2 2009 103 6" 102 100 103 IG2 ELEVATION IG1 FLOORPLAN 1 " 120V . FACTORY WIRED TO CASHWRAP CIRCUIT MANAGER'S OFFICE DETAIL NOT TO SCALE 200 CLASS II LOW , VOLTAGE WIRING, - TRANSFORMER 16AWG MINIMUM FACTORY PROVIDED FIELD-INSTALLED (TYP) IN CASHWRAP DELIVERY DOOR BUZZER 10V PUSHBUTTON. FACTORY PROVIDED NOTE LABEL "GAP" o IN CASHWRAP REFER TO SHEET FIELD-INSTALLED-'.- Q F : • 2" CONDUIT WITH PULLWIRE TO E1-0 FOR CIRCUITING BR2 • TELEPHONE UTILITY SERVICE. . 60" COORDINATE WITH LANDLORD -.. �-H-.rRAP-...-- _, _ ,___, ,._,�._,,_, _FACTORY IN,CASHWRAP 203 x`24;, BUZZER AT MANAGER'S "" " ` ""`"`""` " "" " " " ` " FIELD-WIRED BY E.C. AND/OR UTILITY CO. ro ro ro ro ro ro WORKSTATION BR1 200 FIELD-INSTALLED 3 " Y SUZZER SYSTEM NOTES: NUTONE DOOR BUZZER SYSTEM COMPONENTS WILL BE OWNER FURNISHED AND SHIPPED TO THE JOBSITE WITH THE TELEPHONE 30" 205 CASHWRAP. THE TRANSFORMER AND ONE BUZZER WILL BE WIRED AND INSTALLED BY THE CASHWRAP MANUFACTURER. CONDUIT TO ••-ON - ND - 30 ELECTRICAL CONTRACTOR SHALL INSTALL A BUZZER IN MANAGER'S OFFICE AND A PUSHBUTTON OUTSIDE THE DELIVERY TERMINATE IN DOOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY JUNCTION BOXES, CONDUIT AND JUNCTION BOX WIRE FOR A COMPLETE AND FULLY OPERATIONAL DELIVERY DOOR BUZZER SYSTEM. INSTALL COMPLETE SYSTEM IN SPACE FOR 15" ��,GOP�O CONDUIT IF REQUIRED BY CODE. LOCAL EXCHANGE 't 201 CARRIER PC'�� A. BUZZERS (2) NUTONE #LA-201 (6-10 VOLT): 35" NETWORK , LOCATE FIRST BUZZER UNDER SWITCH PLATE AT +7'-0" A.F.F. IN MANAGERS OFFICE ABOVE MANAGER'S WORKSTATION, RACK OR AS DIRECTED BY GAP'S REPRESENTATIVE (PAINT PLATE TO MATCH WALL COLOR). SECOND BUZZER AND (2(- 5 TRANSFORMER WILL BE FACTORY INSTALLED IN THE CASHWRAP AND WIRED BY THE CASHWRAP MANUFACTURER. 6" 66 BLOCK 13" PROFESSIONAL +��''" EQUIP C...) B. PUSHBUTTON (1): NUTONE #PB-18 LCL OR EQUAL. LOCATE PUSHBUTTON OUTSIDE DELIVERY DOOR. +48" A.F.F. , �� ISOMETRIC ; �4 A C. TRANSFORMER (1) NUTONE #515T. INSTALLED IN THE CASHWRAP AND WIRED BY THE CASHWRAP MANUFACTURER. //:,,,,,,,,\„,,,,,‘s/ c ,, ,/ r — 23 '�. Pf�t3FESSI��vAL ' 208 TELEP - �204 NOT TO SCALE '� !/ t307 SPACE FOR AVAYA T , ONE SYSTEM DETAIL NOTES: DOOR BUZZER DETAIL 202 )� � c„ c: /2..5/'/O EQUIP ( ) 96" 200 3/4" THICK PLYWOOD TELEPHONE BOARD. SIZE AS INDICATED. " ,o.--,t.,._.:A. /// % ' STORE FRONT (2) 3/4 (ADT) / 209 ADT DEVICES A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID 201 PHONE SYSTEM GROUND. DEDICATED ISOLATED #6 AWG SOLID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 204 SPACE FOR 202 COPPER GROUNDING WIRE OF LENGTH NOT TO EXCEED 35 3/4" (POS) EMPLOYEE TIME 6" MUSIC FEET TO A "GE POWERMARK GOLD" EQUIPMENT GROUND BUS TELECOM CLOCK 11/12/2008 FOR OREGON REGISTRATION. NETWORK BAR CATALOG NUMBER TGK12 OR EQUAL. IF WIRE EXCEEDS BACKBOARD MANAGER S ARCHITECT INFO: SYSTEMS " 35 FEET, PROVIDE #4 AWG SOLID COPPER GROUNDING WIRE OFFICE -� ,N 30 A.F.F. WITH REDUCING CLIP AT BUS BAR. (ADT BACP) (2) 3/4" 1 POs 3/4" (POS) TRAFFIC CreenbergFarrow IG1 „ (NETWORK RACK) 48" ADT " 202 DEDICATED QUADRAPLEX RECEPTACLE CIRCUITED WITH AN COUNTER 21 - „ ISOLATED GROUND. REFER TO POWER PLAN FOR CIRCUIT (MUSIC) 1430 West Peachtree Street, N.W. " SPENCER AVAYA 209 202 IG3 NUMBER. (SPENCER/AVAYA)) Suite 200 (PHONE) 1/2" Atlanta, GA 30309 MUSIC - q-03 CONDUIT WITH PULL WIRE. REFER TO CONDUIT RISER DIAGRAM 1/2 (TEL) STOCKROOM t:404 601 4000 f:404 fi01 3980 205 IG2 21" RACK 205 24" FOR QUANTITIES AND SIZES. PHONE DUPLEX 20" 21"X21"X19" ISSUE TYPE: 209 RECEPTACLE „ 6" 204 IDENTIFY BOUNDARY LINES AND SPACE USE WITH PAINT OR CASHWRAPS 3/4" (POS) "' LANDLORD/PERMIT/BID 11/13/08 DEDICATED 6 PERMANENT MARKER AS INDICATED. 2T " CIRCUIT �6 r - 24" �` 205 1/2" EAS 1/2 (TEL) STOCKROOM SCALE: /2 THREADED GALVANIZED STEEL PIPE CONNECTED TO AS NOTED 10" A.F.F. FLOOR AND WALL MOUNTED ESCUTCHEONS. SEE ISOMETRIC. d- o BACKBOARD DRAWN BY: AB 8 DUPLEX J Po a- LEX RECEPTACLE C�� 4" 4" 1/2" " A& JOB NO.: 20080475.5 207 206 4 X 4 X 1/2 JUNCTION BOX FOR MUSIC. 1/2 (TEL) FITTING ROOM 206 CASHWRAPS PHONE SHEET TITLE: d 1T ;,, -.4.. 207 (2) 3/4" CONDUITS FOR SPEAKER WIRE AND ADDITIONAL :- t, f ;, - MUSIC EQUIPMENT. ELECTRICAL DETAILS*<‘..''''::7:'. *-/" '.-/—*./"''''' "/".</\ "/< :"..**"'.."" ' "/" ../.*\ s'N'ss'''s--/"X"'" � \: . �` \. \ \ \. 208 (2) 3/4" CONDUIT TO ADT DEVICES. \\\> \\ : :: :: \'ll\/1' ,/.1-. .-'''.. /./. ./1.,..\,/. /.1. ,/::.•-.,..: .� : ...\ :: ..� REFERENCE ONLY . .' 209 3/4" CONDUIT FOR DEDICATED AND ISOLATED GROUND \\ \ -FINISHED FLOOR RECEPTACLE LOCATED ON BACK BOARD. INSTALL PER N.E.C. NOTAPFR�J�WITH THIS PERMIT REQUIREMENTS. SHEET NUMBER: E4 ...... 0 TELECOM BACKBOARD DETAIL NOT TO SCALE CONDUIT RISER DIAGRAM - 3T CASHWRAP ISLAND NOT TO SCALE 201 203 NEW STORE/ FULL GUT L 120VAC DEDICATED CIRCUIT WITH LOCK—ON CIRCUIT BREAKER N \` ~~ REFER TO SHEET E1-0 FOR CIRCUIT NUMBER AND LOCATION OF DEVICES LIGHTING CONTROL CODED NOTES \\. Q Q LABEL ALL STORE LIGHTS TIMECLOCK" WITH 1/8" HIGH (301) TORK MODEL #EW120 WITH NC (NORMALLY CLOSED) RELAYS, 7 DAY LOCATE BLACK ENGRAVED LETTERING SET /301\ DIGITAL TIME CLOCK WITH SKIP—A—DAY FEATURE IN A NEMA 1 1 RELAYS IN ENCLOSURE SCHEDULE FOR 10AM TO 9PM 1 ,,1 CONTACTOR CONTACTS.E, WITH ONE N.O. 20 AMP AND ONE N.C. 10 AMP RATED LABEL LOCATION WHEN (TYP) \\\ (TYP) APPLICABLE N.O. (303) BYPASS BUTTON, SET AT 2 HOURS. TORK MODEL #SSA200 ALL STORE LIGHTS © • ©I (304) RELAYS (WITH 2 N.O. AND 2 N.C.) CONTACTS, G.E. MODEL #MCRA022ATJ. LABEL "EMPLOYEE LIGHTS l 1 A (SCENE 1) LOCATE CONTROL RELAYS IN 20" X 20" CONTACTOR ENCLOSURE. GAP INC. '\\\\\\ \ \ N.C. I CORPORATE ARCHITECTURE • TIMECLOCK" WITH 1/8" HIGH [ H— 901 CHERRY AVENUE D BLACK ENGRAVED LETTERING SET i - I (301) N.C. SAN BRUNO, CA 94066 SCHEDULE FOR 8AM TO 11 PM 1 2 e m , I SEQUENCE OF OPERATION STORE NO.: 9643 N.O. © SCENE 1 — ALL STORE LIGHTS TIMECLOCK —3 ....0.....1 STORE NAME: WASHINGTON SQUARE 1/2" HIGH ENGRAVED LIGHTING LABEL LOCATION (TYP) EMPLOYEE LIGHTS N.C.LETTERING (TYP) CONTACTOR 1 HIGH BLACK C LIGHTS ON (10AM-9PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT OR CONTROL PERMANENT PEN (TYP) BLACK ( I —RED OPENS AND DE—ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY STORE LOCATION: RELAY (TYP) (303) CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. /�N.0. GAP KIDS/BABY, SUITE W14 COVER PLATS INSIDE ENCLOSURE o' o E BYPASS BUTTON, SEE SHEET FOR LOCATION ` ' LIGHTS OFF (9PM-10AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT 9677 SW WASHINGTON SQUARE RD. I —GREEN "120V N.0 N.C. N.0 N.O. CLOSES AND ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY TI GARD, OR GROUND CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. 20" x 20" LIGHTING CONTACTOR ENCLOSURE LABELING NOT TO SCALE TAPE OFF GREEN/YELLOW "277V I (304) — = R1 (SCENE 2) 97223-4452 305 GROUND SCENE 2 — EMPLOYEE LIGHTS TIMECLOCK E �-0— _ � N.C. GAP PROJ. I.D.: 0000044301 LABEL "SPECIALTY I BP 1 I — LIGHTS ON (8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT LIGHTS TI M ECLOCK" WITH 1/8" HIGH OPENS AND DE—ENERGIZES SCENE 2 CONTACTOR(S). CONTACTOR(S) NORMALLY PROTOTYPE V9 DATE: BLACK ENGRAVED LETTERING SET I �301> CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. SCHEDULE FOR 8AM TO 11 PM E © 08/11 /08 LIGHTS OFF (1 PM-8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT I I { ) N.0© CLOSES AND ENERGIZES SCENE 2 CONTACTOR(S). CONTACTOR(S) NORMALLY OPENING Q1 /Q2 2009 ( CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. SPECIALTY LIGHTS © poi• EI- (SCENE 3) BYPASS BUTTON FOR SCENE 2� N.C. BYPASS BUTTON ENABLED: BYPASS BUTTON CLOSES AND ENERGIZES BYPASS �- -, N.C. RELAY R-1. RELAY R-1 NORMALLY CLOSED CONTACT OPENS AND DE—ENERGIZES SCENE 2 CONTACTOR. CONTACTOR(S) NORMALLY CLOSED CONTACTS CLOSES AND ENERGIZES LIGHTS. SCENE 3 — SPECIALTY LIGHTS TIMECLOCK LIGHTS ON (8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT OPENS AND DE—ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. LIGHTS OFF (1 1 PM-8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT CLOSES AND ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. PROFESSIONAL STAMP: .s�'�,'w - ~�5 `$,.,,€t-„sue as I r !/ f. C C c 4.ry�" } NOT TO SCALE ��a 1 r-,Sc) �� `' -- -- LIGHTING CONTROL DIAGRAM 300 3 .. PROFESSIONAL 1, „44/3. OS . ,, . iz3/ ' /6 4. 1 , A TEMPORARY PERMIT 0 PRACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 ISSUE TYPE: LANDLORD/PERMIT/BID 11/13/08 REFERENCE ONLY . NOT APPROVED WITH THIS PERMIT SCALE AS NOTED DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E4 =NMI 1 NEW STORE/ FULL GUT CASHWRAP GENERAL NOTES k N\N1 ...... ._ ._,. ..., ,. 1. CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE-WIRED 207 AND INSTALLED BY CASHWRAP MANUFACTURER. . \ 207 2. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER, WIRING AND FINAL CONNECTIONS TO PRE-INSTALLED CASHWRAP \ RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR 207 ALL DEVICES AS REQUIRED FOR A COMPLETE \\\ ()(40 CODE-COMPLIANT SYSTEM. s 3. COORDINATE AND CONFIRM LOCATIONS OF PRE-WIRED , \ (03___ : 3 i DEVICES AND CONDUIT ENTRY WITH G.C., ARCHITECTURAL \ , 0----- ---- T _____ DRAWINGS, AND CASHWRAP SHOP DRAWINGS. 0— -—0' . 14 01 i. 203 4. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT 204 1>f+ 204 SIZES. GAP INC. 111G1 1G2ii : 200 - V-rj.. (2-0-6) CORPORATE ARCHITECTURE 201 i 'ec :r• .. , , 4+ 201 5. FINAL CONNECTIONS, HUBS AND WIRING FOR P05 AND 901 CHERRY AVENUE TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY SAN BRUNO, CA 94066 SPENCER ENGINEERING AND LUCENT TECHNOLOGY RESPECTIVELY. STORE NO.: 9 6 43 , 6. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE PROVIDED AND INSTALLED BY MUSIC VENDOR. STORE NAME: WASHINGTON SQUARE : . a CASHWRAP CODED NOTES * 41) 1 IT c? T (0 (0 0 0 -4- NI- CN1 LU CV Li , . : , , , — I c; N4 .4- 0 u j C•J GAP KIDS/BABY, SUITE W14 STORE LOCATION: !. . z < -, @---5-04 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT POWER. PRE-INSTALLED BY CASHWRAP 9677 SW WASHINGTON SQUARE RD. , cL MANUFACTURER. , TIGARD, OR , 201 CONVENIENCE DUPLEX RECEPTACLE FOR GENERAL USE 97223-4452 POWER. PRE-INSTALLED BY CASHWRAP MANUFACTURER. • . ) JUNCTION BOX FOR MUSIC SELECTOR SWITCH. GAP PROJ. I.D.: 0000044301 , : : • PROTOTYPE V9 DATE: , 1 tt' 20....D 203 RECESSED SINGLE GANG BOX FOR TELEPHONE CONNECTION 204 IN BACK OF CREDENZA. PROVIDE INTERCONNECTING 1G347 08/11 /08 Ci5D4 CONDUIT BETWEEN BOXES. COORDINATE EXACT LOCATION (gip WITH G.C. PRIOR TO ROUGH-IN. OPENING Q1 /Q2 2009 ,: , , Zo B ' 204 POS CONNECTION FROM CASHWRAP TERMINAL TO HUB. . SHOWN FOR REFERENCE ONLY. 206 205 4" SQ. X 1-1/2" D J-BOX WITH SINGLE GANG MUD RING - FOR SOUND SYSTEM VOLUME CONTROL. PRE-INSTALLED BY 205 CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY. 206 DELIVERY DOOR BUZZER AND BUZZER SYSTEM TRANSFORMER. PRE-INSTALLED BY CASHWRAP MANUFACTURER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MANAGER'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. 207 CONDUIT FOR CASHWRAP POWER, CASHWRAP IG POWER, * CONTRACTOR TO VERIFY DATA, AND PHONE/VOLUME CONTROL/BUZZER REQUIREMENTS. CODED NOTES IN FIELD. SEE POWER PLAN SHEET E1-0 FOR CIRCUIT NUMBERS. NOT 3-TERMINAL ISLAND CASHWRAP PLAN LAYOUT TO SCALE 205 204 203 200 > TO ' BUZZER 0 :911 201 • .- - , ..-.....-......•-:, ---i-- - ... . ...::: : i • _ _. II II : , . ::: : : " ii: : -------.----".-:. . , :'. ' • : ::. , :-:-:-::::.,•:.:•:•••••,•:•:•:::•::::•:„,:•:•,,,•,,..••:: : , , ! . Fri 1/. i4;; ;:c-si'p,-,f;\\17 ';:', ji______________I PROFESSIONAL , . • - 3:: ::: : , rm ____......„. - , 1 iii ":': '11 k; ' "4 1■ . . % . . ■ .i , •,. ■ .. ■ ::, ' ,. ,' '.' ''' '* Oe ICY Lil - Z GE 1-il IHI = GE CD 1:3 ' ( P R OFE: SI DPAL s,D_ s \ — 1 CL. r=) D_ II_ ELEVATION 'A' ,,,..... .,. \-6 <<„.„1,7 ,,_ G IN '41:''''' li i' , :',"v,, , , ', ;iii 441 4X., A, / ELEVATION 'C' - ,. A TEMPORARY PERMIT TO PRACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. 204 ARCHITECT INFO: TO < 203 200 200 E 203 204 GreenbergFarrow ' 4) BUZZER : 1430 West Peachtree Street, N.W. ',‘ 201 I Suite 200 201 : a :: H 0 c FA Atlanta, GA 30309 3. . Pil Pli PRI PI ; i ,,,,,,,,--,----: i - - ----,`- - — ---------- -- i. PR PT In r9 m' , . , : • ,. . h4 4,4- r:T 1mi 14 —3 I t:404 601 4000 t 404 601 3980 IP ,-. i , : 202 I : • : ,. _, : , , ui LA = ISSUE TYPE i : i6 I-- , , , LANDLORD/PERMIT/BID 11/13/08 , z , ,,, i: : H. : YMBOLS - - - _L, ‘ CY ; CY SCALE: AS NOTED , lii___,L.,_, . : L-d.,..._ .._.[-ti < Z--1 N ‘5 : PHONE -, -, H- E , ' : DRAWN BY: AB , QUADRUPLEX RECEPTACLE „ a_ a_ pl a_>Pq 011 WITH ISOLATED GROUNDS A&E JOB NO 20080475.5 ELEVATION 'Bi 0 DATA OUTLET SHEET TITLE: Ii JUNCTION BOX i _. RI DUPLEX RECEPTACLE ELEVATION 'D CASHWRAP DETAILS : El VOLUME CONTROL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NOTE ALL ELECTRICAL BOXES ARE MOUNTED SHEET NUMBER: ON THE INSIDE OF THE WIRE CHASE E 4 ..... 2 3-TERMINAL ISLAND CASHWRAP ELEVATION LAYOUT NOT TO SCALE 207 206 3-TERMINAL ISLAND CASHWRAP CABLE/CONDUIT LAYOUT NOT TO SCALE NEW STORE/ FULL GUT EAS GENERAL NOTES EAS WIRING LEGEND 1. CONTRACTOR SHALL PROVIDE ALL CONDUIT, PULL WIRE, JUNCTION `� BOXES FOR EAS SYSTEM. - LOW VOLTAGE WIRE 2. ALL LOW VOLTAGE WIRING AND EAS EQUIPMENT TO BE INSTALLED, S1 ti EAS EQUIPMENT BY VENDOR. ,�\, ,� CONDUIT EAS CODED NOTES CONDUIT (UNDERSLAB) ------ CONDUIT HURRIED IN WALL OR DOOR JAMB 100 JUNCTION BOX FOR EAS EQUIPMENT. MOUNT AT 12'-0" A.F.F. ABOVE 0 3 CONDUIT TERMINATION ENTRY SOFFIT NEXT TO PLYWOOD BACKBOARD. VERIFY LOCATION WITH \�,\ G.C. PRIOR TO ROUGH IN. CO) EAS SLIMLINE ELECTRONICS. MOUNT EQUIPMENT TO PLYWOOD GAP INC. BACKBOARD. VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH CORPORATE ARCHITECTURE IN. 901 CHERRY AVENUE SAN BRUNO, CA 94066 102 EAS LOW VOLTAGE WIRE. STORE NO.: 9643 103 MODEM TELEPHONE JACK. PROVIDE J-BOX ON PLYWOOD BOARD AND 3/4" CONDUIT WITH PULLSTRING BACK TO PHONEBOARD. STORE NAME: WASHINGTON SQUARE 104 MODEM. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY EXACT 24"X24"X3/4" GRADE A LOCATION WITH G.C. PRIOR TO ROUGH IN. STORE LOCATION: PLYWOOD BACKBOARD 105 POWER SUPPLIES. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY GAP KIDS/BABY, SUITE W14 EAS CONTROL MODULE EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN. 9677 SW WASHINGTON SQUARE RD. 200 EAS FIN. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. VERIFY TIGARD, OR MODEM PHONE JACK LOCATION WITH G.C. PRIOR TO ROUGH-IN. 97223-4452 0 J-BOX 201 (2) 3/4" CONDUIT WITH (2) PULLSTRINGS DOWN THE DOORJAM. GAP PROJ. I.D.: 0000044301 1 (2)1 PULLSTRINGS �. 201 (2-0---2), STUB CONDUIT OUT OF THE FRONT OF THE PORTAL AND CUT FLUSH PROTOTYPE V9 DATE: -EXIT SIGN WITH THE SURFACE OF THE PANEL. STUB OUT SHALL BE 54" A.F.F. 08/1 1 /08 4` OPENING Q1 /Q2 2009 ti , 202 I' t 4 EAS SLIMLINE FIN EXTERIOR REFERENCE ONLY NOT APPROVED WITH THIS PERMIT (100:>.......4..., PROFESSIONA i k P: ENTRY SECTION - SLIMLINE FIN NOT To SCALE �?� _ _ 212 10� t lSTE , . te, ''- c.�, `° 100 '''� PROFESSIONAL ' ,• 1> 'l ' i PLYWOOD Mr c.... ::..--- BACKBOARD 105 e104 # $ G� �`� 101 4 �ti�*.�- 4 W�`'%i��: � =�� , r 1 03 ,fir 104 _ 102 J1 .1 A TEMP WARY PERMIT TO PRACTICE IN OREGON HAS ED ,`03J BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID r■ GA / ROUTE CONDUIT UP AND ONLY UNTIL OFFICIAL ACTION IS TAKEN ON e r ' z TERMINATE ABOVE CEILING 100 n Doll: 11/12/2008 FOR OREGON REGISTRATION. `��.,. EAS SYSTEM GENERAL NOTES ARCHITECT INFO: EXTERIOR ,"`1"1,1\`\\i\\\\l\\`\ti\\\\`.1`\\\\VS\l\•:.L`.::::.'.\\\\\\`::.1`\1?\tl`::l:l\ti\\::1l"1" ` e e e arrow .._..-_.-. 1. LOCATE "D-BLAZE" FIRE RETARDANT TREATED PLYWOOD = BACKBOARD 6" ABOVE EAS RECEPTACLE. BACKBOARD NOT TO ;� 1430 West Peachtree Street, N.W. EXCEED 15'-0" A.F.F. Suite 200 Atlanta, GA 30309 \ 2. ACCESS PANEL TO BE WITHIN 2'-0" MAX. OF EAS BACKBOARD. t•404 601 4000 f•404 601 3980 COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. N. �� \ti S.'` `� 3. BACKBOARD TO HAVE A FLAME SPREAD OR SMOKE RATING OF ISSUE TYPE: TERMINATE CONDUIT �` ABOVE CEILING 202 (TYP) 25 OR LESS. LANDLORD/PERMIT/BID 11/13/08 PLYWOOD \\� \\_ BACKBOARD \-, EAS SYSTEM CODED NOTES SOFFIT LINE SCALE: AS NOTED \., ti �, J ,—, `10� 3/4" THICK, GRADE A PLYWOOD EAS BACKBOARD. SIZE AS DRAWN Y:NO.: AB T ' INDICATED, SEE ARCH DRAWINGS FOR LOCATION. A&E JOB NO.. 20080475.5 ,y 101 .101m J-BOX. J 103 `� -� SHEET TITLE: 200 (TYP) .- _l; 1 0 X102, SLIMLIME ELECTRONICS EAS DETAILS-SLIMLINE FIN 0 0:02 03�j PROVIDE J-BOX FOR MODEM RJ 11 PHONE JACK. MOUNT ' 202 J-BOX ON PLYWOOD BOARD. PROVIDE 3/4" CONDUIT WITH : E4-3 PULLSTRING BACK TO TELEPHONE BOARD. 04�J, MODEM. ilai 1 MP' SALES :05] POWER SUPPLIES. SHEET NUMBER: 4 ....... 3 E 9,-0" DOOR OPENING ELEVATION - SLIMLINE FIN NOT TO SCALE 9'- 0" DOOR OPENING - SLIMILINE FIN NOT TO SCALE _ EAS BACKBOARD DETAIL NOT TO SCALE 202 200 100 DIVISION 16 — ELECTRICAL DIVISION 16 — ELECTRICAL NEWSTORE/ FULLGUT SECTION 16050 SECTION 16000 BASIC ELECTRICAL REQUIREMENTS BASIC ELECTRICAL MATERIALS AND METHODS N \\V A. SCOPE OF WORK A. NOTE ` u 1 THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS 2 ELECTRICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE 1 THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, 7 PROVIDE PULL—WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE AND SPECIFICATIONS, SHALL REFER TO THE GENERAL CONTRACTOR G.C.'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED ON DRAWINGS. EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE G.C.'S AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING ,\\ 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, 8 HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE CALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY JOB CONDITIONS TO ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND OTHER TRADES SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE G.C.'S OFFICE AND INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: CONDITIONS, WORK CONDUIT MUST BE TRAPEZOID TO ALLOW 3 FEET MINIMUM CLEARANCE \\\\\\I THIS AND THE OTHER SECTIONS OF DIVISION 16. SUB—CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND ABOVE CEILING. A A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE 3 THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. INSTALLATION OF PANELBOARDS, SAFETY AND DISCONNECT SWITCHES, MOTOR 9 ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES.REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTOR'S WITH G. GUARANTEE STARTERS, LIGHTING CONTACTORS, LIGHTING AND TRANSFORMERS. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID FOR C. OUTLET BOXES \\,,\ ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE—IN TO LANDLORD'S THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 1 THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY 1 ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD GAP INC EXCEPT AS TTED BE PERM A NO ROUND OUTLET BOXES S KNOCKOUT TYPE Y PAN . . SHALL PERMITTED,4 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED COMPANY. CORPORATE ARCHITECTURE SPECIFICALLY NOTED ON DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN INSPECTION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS WORK TO WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF 901 CHERRY AVENUE COMPLY WITH THE G.C.'S SCHEDULE AND THE PROJECT COMPLETION DATE. THE INSTALLATION BY THE G.C.'S CONSTRUCTION MANAGER/ENGINEERING MANAGER. B CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS 4" SQUARE AND 1-1/2" DEEP, WITH PLASTER RINGS. SAN BRUNO, CA 94066 EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQUIPMENT. REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT LIMITED TO, 5 THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING 2 ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, STORE NO.: DETERMINE CONDITIONS AFFECTING THE WORK ANY ITEMS WHICH ARE NOT COVERED 2 THE OWNER SHALL PROVIDE A COMPLETE 1 2—MONTH WARRANTY FOR ALL PARTS ON DEVICES, COVERPLATES, CONDUITS, ETC. SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 9643 IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED EQUIPMENT PROVIDED BY THE OWNER AND ITS VENDORS. THIS CONTRACTOR SHALL C METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, 3 EXTERIOR BOXES SHALL BE CAST RUST—RESISTING METAL WITH GASKETED COVERS. STORE NAME: WASHINGTON SQUARE SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS THE OWNER., UTILITY COMPANY, AND/OR LANDLORD. SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. 4 INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND D THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE BID SET OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND STORE LOCATION: SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR H. RECORD DRAWINGS DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE WIRING OF BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET OF RESPONSIBILITY IN PERFORMANCE OF WORK. GAP KIDS/BABY, SUITE W14 1 THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT BOXES TO BE PROVIDED WITH CADDY "QUICK—MOUNT BOX SUPPORT" TO MINIMIZE 9677 SW WASHINGTON SQUARE RD. 6 REFER TO RESPONSIBILITY SCHEDULE ON THE ELECTRICAL DRAWINGS FOR TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: EXCEPT AS SPECIFICALLY NOTED OTHERWISE. THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. Q INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY A LOCATION OF JUNCTION BOXES AND RECEPTACLES E INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS TIGARD, OR AFFECT BID. INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. 5 UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL 97223-4452 E B. GENERAL REQUIREMENTS F A COMPLETE CONDUIT SYSTEM FOR TELEPHONE DATA INCLUDING TERMINAL AS FOLLOWS: C SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED / A SWITCH HEIGHT AS INDICATED IN ELECTRICAL SYMBOLS LEGEND. GAP PROJ. I.D.: 0000044301 EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER BOARD, BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND B CONVENIENCE OUTLETS: SALES & NON—SALES: 18" FROM FINISHED FLOOR 1 THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TRADES. CONDUCTORS, COVER PLATES, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE TO CENTERLINE OF OUTLET PROTOTYPE V9 DATE: TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE ON THE DRAWINGS. COMPLETE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE 2 AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL C TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. 08/11 /08 SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT G A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY, OWNER OR MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH D. JUNCTION AND PULL BOXES THE DRAWINGS. OPENING Q1 /Q2 2009 THE G.C. SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED SHALL BE COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD, POWER COMPANY AND THE PLACED "DO NOT REMOVE" IN THE AS—BUILT DRAWING TUBE. H TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS 1 THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS G.C.'S CONSTRUCTION MANAGER AS REQUIRED. FURNISH AND INSTALL EQUIPMENT REMOVAL. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY I. DISCREPANCIES IN DOCUMENTS FIELD CONDITIONS OR BY CODE. THAT IS RATED FOR AVAILABLE FAULT CURRENT LEVELS. FURNISH AND INSTALL "CABLE LIMITERS" IF NECESSARY TO LIMIT FAULT CURRENT. FIELD VERIFY THE I FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE 2 BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND 1 DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND LIGHTING, ETC AS SHOWN ON DRAWINGS. TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. 3 INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES J INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. 2 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, CONFLICT OR ARE UNCLEAR, ADVISE THE G.C. IN WRITING PRIOR TO SUBMITTAL CONNECTIONS FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS OF BID. OTHERWISE, THE G.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF 4 ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL K SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, WHICHEVER IS MORE COMPENSATION PERMITTED. DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, IN LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR STRINGENT. 2 THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. 3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER APPROXIMATE AND SCHEMATIC IN NATURE. THE G.C. SHALL HAVE THE RIGHT TO L INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC/LIGHTING 5 JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT CONTROL PANEL. ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL IDENTIFICATION AND SYSTEM TYPE ON COVER. THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH ADDITIONAL COST. EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, J. PHASING REQUIREMENTS E. WIRING BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART 2 WORK NOT INCLUDED. THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION 1 CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG OF CONTRACT. 1 FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR IS TO INCLUDE IN HIS ARE NOT INCLUDED IN THIS CONTRACT: SIZE AND TYPE AS SHOWN ON DRAWINGS. THE CONDUCTORS SHALL BE 600 VOLT BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE INSULATION, TYPE THW, THWN OR THHN. 4 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR A 24 VOLT TEMPERATURE CONTROL WIRING UNLESS NOTED OTHERWISE. OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR MUST SCHEDULE WITH THE G.C.'S CONSTRUCTION MANAGER AND LANDLORD (IN 2 MINIMUM WIRE SIZE — 20 AMP BRANCH CIRCUITS SHALL BE #12 AWG FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE POS, CASH REGISTERS, B TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON DRAWINGS OR REQUIRED BY NEC. REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE THE G.C. AT TIME OF BID OTHERWISE. IF ANY CONFLICTS EXIST. C DATA LINES WIRING UNLESS NOTED OTHERWISE. 3 ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE 5 ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE K. DEMOLITION 3 BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, REDUCED TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICE IN JUNCTION FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS STRUCTURAL, FIRE PROTECTION, MECHANICAL AND PLUMBING PLANS, SHOP BOXES ON RATED TERMINAL STRIPS. RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE 4 CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C. VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH # 6 THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. SIZE #12 SHALL BE SOLID (NOT STRANDED). REFERENCE ONLY PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE NOT APPROVED WITH THIS PERMIT PRIOR APPROVAL BY THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD. B. CONDUIT 5 ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE PATCHING IS TO MATCH SURROUNDING SURFACES. 2 THIS CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE REMOVAL REQUIRED BY LANDLORD. CONDUCTOR CONNECTION MUST BE PER MANUFACTURER'S OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCHGEAR, PITCH POCKETS 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL REQUIREMENTS. CONTRACTOR MUST ADVISE THE G.C.'S CONSTRUCTION MANAGER 7 THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AND EQUIPMENT ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, WHEN USED. PROFESSIONAL STAMP: AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, AND , ----- SWITCHGEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE REMOVED AND THE ELECTRICAL EQUIPMENT. 6 ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (IE /,'-'t ; ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE 9/:/<!,,,,,---c77-7-.-, C. TEMPORARY LIGHT AND POWER LOW VOLTAGE PLENUM RATED WIRE). ,,,c / �. , . SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND 2 ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED , ��<- �v 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT 7 THE USE OF SHARED NEUTRALS IS REQUIRED FOR LIGHTING CIRCUITS AND SHALL (( Na: 15 _'- `j/3, Og RELATED GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL ( PROFESSIONAL ' 0 CONTRACTORS AND IS RESPONSIBLE FOR IT'S REMOVAL. OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL CODES. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR SHALL HAVE A \c` "° { /''3"' /D FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF ELLS WHERE PERMITTED BY LANDLORD OR CODE. DEDICATED FULL SIZE NEUTRAL. \'i �`k, t . REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO i *_ & GIN - !1/� 2 THE G.C. SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND " % 1, , , , , POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO 3 MINIMUM SIZE OF CONDUIT SHALL BE 1/2" (IF ACCEPTABLE BY THE LANDLORD AND 8 THE USE OF ROMEX, BX, ETC IS NOT PERMITTED. INCLUDE COST IN BID. BID AND INCLUDE COSTS IN BID AS DIRECTED BY THE G.C.. / ( `�'""' LOCAL CODE OFFICIALS) AND 3/4" FOR ALL IN/UNDER FLOOR CONDUIT. A TEMPOR• 'Y PERM) • ''ACTICE IN OREGON HAS D. CODES L. SLEEVES 9 WIRE CONNECTORS SHALL "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID 4 SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE AND SHALL BE T & B "LOCKTIGHT" FOR #6 AWG AND LARGER. ONLY UNTIL OFFICIAL ACTION IS TAKEN ON WITH THE NEC AND LOCAL CODES. 11/12/2008 FOR OREGON REGISTRATION. 1 ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER AND 1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES 10 ALL WIRING TO BE COLOR—CODED AS FOLLOWS: CONFORM PTO THE LATEST ADOPTED EDITION �OF THE NATIONAL ELECTRICAL CODE, IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE 5 GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, ARCHITECT INFO: THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED 120/208 VOLT SYSTEM 277/480 VOLT SYSTEM LANDLORD'S CRITERIA, NEUTRAL: WHITE GRAY ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES, AND ALL SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 4" ABOVE THE FLOOR. ON PLAN AND AS APPROVED BY THE G.C.'S CONSTRUCTION MANAGER. PAINTING OF PHASE A OR L1: BLACK BROWN CreenbergFarrow OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY THE G.C.. PHASE B OR L2: RED ORANGE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE PHASE C OR L3: BLUE YELLOW 1430 West Peachtree Street, N.W. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED 6 FLEXIBLE METAL CONDUIT OR MC TYPE CABLE GROUND: GREEN GREEN Suite 200 AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. ISOLATED GROUND: GREEN W/ YELLOW TRACER GREEN WITH YELLOW TRACER Atlanta, GA 30309 AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO A FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE t:404 601 4000 f:404 601 3980 ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE FOLLOWING APPLICATIONS ONLY: THE CONTRACTOR. F. WIRING DEVICES STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN 1 FINAL CONNECTIONS TO MOTORS ISSUE TYPE: MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES, E. LICENSES, PERMITS, INSPECTIONS & FEES VERTICAL CONDUIT, SLEEVES SHALL BE NO 22 U.S.G GALVANIZED STEEL MINIMUM. 2 FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER LANDLORD/PERMIT/BID 11/13/0$UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR 3 FINAL CONNECTIONS TO VIBRATING EQUIPMENT OF DEVICES AND PLATES SHALL BE AS NOTED ON DRAWINGS. THE DEVICES SHALL BE 1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, M. HANGERS 4 INTER—CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE OF THE TYPES AND RATINGS LISTED BY ARROW—HART, GENERAL ELECTRIC OR PASS INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE & SEYMOUR. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON SCALE: NO SCALE 1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, EMT OR IMC. DRAWINGS OR AS REQUIRED BY CODE. DRAWN BY: AB 2 FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF UNISTRUT, C—CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., 5 FINAL CONNECTIONS WHERE EMT OR IMC CONDUIT IS NOT PRACTICAL INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. NECESSARY FOR THE INSTALLATION OF WORK. 6 IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES SINGLE POLE SWITCHES: 20AMP — 120-277V: HUBBELL "HBL-1221" A&E JOB NO.: 20080475.5 F. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT AND HVAC CONTROL EQUIPMENT) THREE WAY SWITCHES: 20AMP — 120-277V: HUBBELL "HBL—1223" SHEET TITLE: NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE B FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS DUPLEX RECEPTACLES: 20AMP — 125V: HUBBELL "5362" 1 WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT ISOLATED GROUND RECEPTACLES: 20AMP — 125V: HUBBELL "IG5362" ELECTRICAL SPECIFICATIONS SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUIT, THE THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE FLEXIBLE GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLES: 20AMP — 125V: HUBBELL _ BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PREQUALIFIED, LISTED IN THIS CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR GROUNDING. A "GF5352" CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR GAP INC. OF AT LEAST $500 LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY MANUFACTURERS CONSIDERED AS AN JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS . 2 ALL DEVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "TP" BY EAGLE EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE REVIEWED. ALL AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT ELECTRIC MFG.CO. EXCEPT FOR THE FOLLOWING BRANDS. SUBSTITUTIONS ARE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWINGS TO LANDLORD CRITERIA. C THE USE OF ROMEX, BX, ETC IS NOT PERMITTED. PROCESS, BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. GAP INC. A. OLD NAVY: HUBBEL S SERIES OR PASS AND SEYMOUR SL SERIES, SHEET NUMBER: RESERVES THE RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY D CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E STAINLESS STEEL (AS INDICATED ON DRAWINGS) UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT END OF SECTION 16000 LIQUIDTIGHT OR SEALTIGHT. THE CONTRACTOR'S EXPENSE. E 5 .. 0 . . . . G. HEATING, VENTILATING & AIR CONDITIONING, PLUMBING, AND FIRE PROTECTION POWERSTRUT SPECIFICATION NEW STORE/ FULL GUT WIRING 3 ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX PART 3 — EXECUTION TO MIN. REARRANGE NON—LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE PART 1 — GENERAL 1 ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL AND TEMPERATURE CONTROL CHANGES ON RECORD DRAWINGS. LIGHTING PANEL CIRCUIT BREAKERS MUST BE 3.01 EXAMINATION DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS BID. INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. 1.01 SCOPE OF WORK \ k A. THE INSTALLER SHALL INSPECT THE WORK PRIOR TO INSTALLATION. IF WORK 4 2 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER WIRING, LINE 4 PANELBOARDS MUST BE MOUNTED ON MINIMUM 3/4" A/D PLYWOOD AND PAINTED IN A A. PROVIDE ALL POWERSTRUT METAL FRAMING MATERIAL, FITTING AND SPECIFIED, AREA CONDITIONS ARE UNSATISFACTORY, INSTALLATION SHALL NOT PROCEED `\, \ VOLTAGE WIRING, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER THE COLOR TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL RELATED ACCESSORIES (STRUT SYSTEM) AS INDICATED ON THE CONTRACT UNTIL SATISFACTORY CORRECTIONS ARE COMPLETED. `� HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION CODE. PLYWOOD SHALL EXTEND 1 FOOT MINIMUM BEYOND EDGE OF EQUIPMENT. DRAWINGS. \< SPECIFICATIONS AND DRAWINGS. THIS CONTRACTOR SHALL ALSO FURNISH AND INSTALL ALL INTERCONNECTING LINE VOLTAGE WIRING BETWEEN RELAYS AND 5 PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG B. PROVIDE ALL LABOR, SUPERVISION, ENGINEERING AND FABRICATION REQUIRED FOR SWITCHES AS REQUIRED. CONNECTIONS AS FOLLOWS: INSTALLATION OF THE STRUT SYSTEM IN ACCORDANCE WITH THE CONTRACT 3.02 INSTALLATION \ ` 120/208 VOLT PANELBOARDS: 10,000 A.I.0 DRAWINGS AND AS SPECIFIED HEREIN. \ �� \-\\ 3 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING 277/480 VOLT PANELBOARDS: 14,000 A.I.C. A. INSTALLATION SHALL BE ACCOMPLISHED BY A FULLY TRAINED MANUFACTURER— ,'‘,\ CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE TO BE IN CONDUIT. C. RELATED WORK SPECIFIED ELSEWHERE. AUTHORIZED INSTALLER. \ REFER TO PLANS FOR REQUIREMENTS AND SIZE. VERIFY ACTUAL A.I.0 SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD OR UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT. 1.02 QUALITY ASSURANCE B. SET STRUT SYSTEM COMPONENTS INTO FINAL POSITION TRUE TO LINE, LEVEL H. SAFETY AND DISCONNECT SWITCHES AND PLUMB, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. ALL LUG CONNECTIONS TO BE 75 DEG C RATED. A. MANUFACTURER'S QUALIFICATIONS C. ANCHOR MATERIAL FIRMLY IN PLACE. TIGHTEN ALL CONNECTIONS TO GAP INC, 1 SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK—MAKE, 1. THE MANUFACTURER SHALL NOT HAVE HAD LESS THAN 10 YEARS QUICK—BREAK FUSED OR NON—FUSIBLE WITH RATINGS AND SIZES AS NOTED ON 6 MANUFACTURER SHALL BE GENERAL ELECTRIC. EXPERIENCE IN MANUFACTURING STRUT SYSTEMS. THEIR RECOMMENDED TORQUES. CORPORATE ARCHITECTURE PLANS AND REQUIRED BY CODES. LUG CONNECTIONS TO BE 75'C RATED. 901 CHERRY AVENUE 2. THE MANUFACTURE MUST CERTIFY IN WRITING ALL COMPONENTS SUPPLIED 3.03 CLEANUP SAN BRUNO, CA 94066 2 SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY M. LIGHTING FIXTURES AND LAMPS HAVE BEEN PRODUCED IN ACCORDANCE WITH AN ESTABLISHED QUALITY LOCAL CODES. DISCONNECT SWITCHES THAT ARE INSTALLED AT HEATING, ASSURANCE PROGRAM. A. UPON COMPLETION OF THIS SECTION OF WORK, REMOVE ALL PROTECTIVE STORE NO.: 9 6 43 VENTILATING AND AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE FUSED IF NOT 1 THIS CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN WRAPS AND DEBRIS. REPAIR ANY DAMAGE DUE TO INSTALLATION OF THIS PROTECTED WITH A "HACR" BREAKER IN ACCORDANCE WITH THE EQUIPMENT'S ON THE DRAWINGS. LIGHTING FIXTURES AND LAMPS ARE SUPPLIED BY THE OWNER, B. INSTALLER'S QUALIFICATIONS SECTION OF WORK. STORE NAME: WASHINGTON SQUARE NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PER THE NATIONAL ELECTRICAL UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON—WORKING LAMPS CODE, STATE AND LOCAL CODES. PRIOR TO MERCHANDISE DATE AND IS TO INCLUDE COST IN BID. 1. INSTALLER MUST BE POWERSTRUT/UNISTRUT/B—LINE/SUPERSTRUT/ 3.04 PROTECTION VERSABAR REPRESENTATIVE INSTALLER WITH NOT LESS THAN 5 YEARS STORE LOCATION: 3 AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL 2 ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH EXPERIENCE IN THE INSTALLATION OF STRUT SYSTEMS. A. DURING INSTALLATION, IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER INDICATING THE EQUIPMENT IS UL RATED FOR APPLICATION IN ACCORDANCE WITH APPLICABLE THERMAL PROTECTION. TO PROTECT THIS WORK FROM DAMAGE. GAP KIDS/BABY, SUITE W14 ALL CODES. 3 WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH 2. ALL STRUT SYSTEM COMPONENTS MUST BE SUPPLIED BY A SINGLE B. UPON COMPLETIONS OF THIS SCOPE OF WORK, IT SHALL BECOME THE 9677 SW WASHINGTON SQUARE RD. HIGH POWER FACTOR RAPID START BALLASTS, U.L LISTED, C.B.M CERTIFIED, AND MANUFACTURER. RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT THIS WORK FROM TIGARD, OR 4 GENERAL ELECTRIC CR101/CR1062 MANUAL MOTOR STARTERS, LESS OVERLOAD E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH "THE ENERGY DAMAGE DURING THE REMAINDER OF CONSTRUCTION ON THE PROJECT UNTIL PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE POLICY ACT OF 1992" AND ITS AMENDMENTS AS A MINIMUM. C. STANDARDS SUBSTANTIAL COMPLETION. 97223-4452 INDICATED ON DRAWINGS FOR FRACTIONAL HORSEPOWER MOTORS ABOVE 1-1/2 HP AT 120 VOLTS AND 2 HP AT 240 VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL. 4 THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER 1. WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: FIRE ALARM PANEL SPECIFICATION GAP PROD. I.D.: 0000044301 MOTORS THAT ARE BELOW THE 1-1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO a. FEDERAL CODES, INCLUDING, BUT NOT LIMITED TO NATIONAL ELECTRICAL WATER HEATER AND ROLLING GRILLE ARE TO BE PROVIDED WITH HUBBELL "HBL— THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY— CODE, NFPA 70, ARTICLE 352, SURFACE METAL RACEWAYS AND SURFACE PART 1 — GENERAL PROTOTYPE V9 DATE: 1221, OR 1222 AC SWITCH. IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL NONMETALLIC RACEWAYS 1. FIRE PANEL AND COMMUNICATOR PURCHASED MUST BE NON—PROPRIETARY 08/11 /08 5 MANUFACTURER SHALL BE GENERAL ELECTRIC. CODE OFFICIALS. FIXTURES TO FIT TIGHT AGAINST CEILING CONSTRUCTION TO b. STATE CODES ELIMINATE LIGHT LEAKS. C. LOCAL CODES a. ACCEPTABLE MODELS (UNLESS LANDLORD REQUIRES DIFFERENT): OPENING Q1 /Q2 2009 I. MOTOR STARTERS 5 FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED d. AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE i. SILENT KNIGHT 5204 OR 5207 (NOT ALLOWED IN NEW YORK CITY) FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS 1996 EDITION ii. ADEMCO 100 AS REQUIRED TO AVOID CONFLICTS. e. AMERICAN SOCIETY FOR TESTING AND MATERIALS 1 MAGNETIC MOTOR STARTERS SHALL BE PROVIDED WITH RESET TYPE OVERLOADS THAT iii. FIRELITE 9200 SERIES CLOSELY MATCH MOTOR NAMEPLATE RATING AND SHALL BE ELECTRICALLY HELD f. UNDERWRITER'S LABORATORIES (UL) CLASSIFICATION 5B (MINIMUM SIZE #1 IN A NEMA 1 ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE 6 THIS CONTRACTOR SHALL FURNISH AND INSTALL SPLAY WIRING (GUY WIRING) AND 2. PANEL MUST BE SEPARATE FROM BURGLAR PANEL. AND THREE PHASE MOTORS RATED ABOVE 1/2 HP THAT REQUIRE AUXILIARY SEISMIC BRACING FOR ALL FIXTURES AND EQUIPMENT AS REQUIRED BY STATE AND 1.03 SUBMITTALS CONTROL. PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, H—O— LOCAL CODES. A. STRUCTURAL CALCULATIONS AND SHOP DRAWINGS A, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH MECHANICAL CONTRACTOR. COMBINATION STARTER/DISCONNECT 7 WALL—MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES SWITCHES SHALL CONTAIN FUSIBLE SWITCHES AND ONLY USED WHERE INDICATED ON AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. 1. SUBMIT STRUCTURAL CALCULATIONS FOR APPROVAL BY THE PROJECT DRAWINGS. LUG CONNECTIONS TO BE 75'C RATED. ENGINEER. CALCULATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: 8 SURFACE AND STEM MOUNTED FIXTURES TO BE HUNG FROM BOXES SECURELY FIXED a. DESCRIPTION OF DESIGN CRITERIA. TO THE STRUCTURE. USE CANOPY TO COVER MOUNTING HARDWARE. b. STRESS AND DEFLECTION ANALYSIS. 2 MANUFACTURER SHALL BE GENERAL ELECTRIC. c. SELECTION OF POWERSTRUT FRAMING MEMBERS, FITTING AND J. GROUNDING N. LIGHTING CONTROLS ACCESSORIES. d. SEISMIC BRACING. 1 FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG 2. SUBMIT ALL SHOP/ASSEMBLY DRAWINGS NECESSARY TO COMPLETELY MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED INSTALL THE STRUT SYSTEM IN COMPLIANCE WITH THE CONTRACT EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE DRAWINGS. LANDLORD'S TENANT CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS 3. SUBMIT ALL PERTINENT MANUFACTURER'S PUBLISHED DATA. INDICATED ON THE DRAWINGS. 2 ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING GROUNDING CONDUCTOR. 0. TELEPHONE DATA AND COMPUTER WIRING A. ALL MATERIAL IS TO BE DELIVERED TO THE WORK SITE IN ORIGINAL FACTORY 3 GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE PACKAGING TO AVOID DAMAGE TO THE FINISH. COORDINATED WITH THE PLUMBING CONTRACTOR AND A BONDING JUMPERS INSTALLED 1 FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE B. UPON DELIVERY TO THE WORK SITE, ALL COMPONENTS SHALL BE PROTECTED FROM THE ELEMENTS BY A SHELTER OR OTHER COVERING. 4 ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL—TO— MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT 1.05 GUARANTEE METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE A. SEPARATE GUARANTEES SHALL BE ISSUED FROM THE ERECTOR AND BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED 2 OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER MANUFACTURER, VALID FOR A PERIOD OF 1 CALENDAR YEAR, AGAINST ANY TO THE CONDUIT SYSTEM. AND TELEPHONE PLATE. DEFECTS THAT MAY ARISE FROM THE INSTALLATION OR MANUFACTURE OF THE STRUT SYSTEM COMPONENTS. PROFESSIONAL STAMP: 5 RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH 3 CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND CONDUIT FEEDING THE CASH WRAP, THE SENSORMATIC, HVAC CONTROL PANEL, AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES PART 2 — PRODUCTS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. \STEle 4 ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. 2.01 ACCEPTABLE MANUFACTURERS <. 6 FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ,- 1� � ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE A. POWERSTRUT, B—LINE, VERSABAR OR UNISTRUT. �m ��® ESSlOPe�L 3; �' j3 0� COPPER WITH GREEN IDENTIFICATION AND SIZED PER N.E.C. 5 NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED f GROUND RECEPTACLES. 2.02 MATERIALS ` :' 1 3N 7 ALL ENCLOSURES AND NON—CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED of ° fir CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT A. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL ? '`: 'a �� '"` lb THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES WHERE ENCLOSURES P. TESTS AND ADJUSTMENTS CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, A TEMPO ARY PERM! ' i '` CT10E IN OREGON HAS AND NON—CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT A 36 OR A 635. BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS 1 ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES ONLY UNTIL OFFICIAL ACTION IS TAKEN ON SHALL BE "PENN—UNION" "GPL" TYPE. COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF B. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE 11/12/2008 FOR OREGON REGISTRATION. SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, A 36 OR A 635. INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY THE C.C.'S CONSTRUCTION ARCHITECT INFO: K. DRY TYPE TRANSFORMERS MANAGER. C. CHANNEL MEMBERS AND FITTINGS ARE BASED ON "POWERSTRUT". FOR 1 TRANSFORMERS WHICH ARE NOT PAD MOUNTED SHALL BE SECURELY MOUNTED FROM MANUFACTURERS, USE PARTS THAT ARE EQUIVALENT TO THOSE LISTED. GreenbergFarrow 2 UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION THE BUILDING STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. PART NO. DESCRIPTION FINISH ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION / / 1430 West Peachtree Street, N.W. NOISES. USE FLEXIBLE METALLIC CONDUIT WITH GROUNDING BUSHING FOR 3 ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER PS 200 K06 / KNOCKOUT RACEWAY / ELECTRO—GALVANIZED (EG) Suite 200 PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER. TRANSFORMERS SHALL BE CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. PS 655 / RACEWAY END CAP / EG Atlanta, GA 30309 LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP NOISE PS 707 / RACEWAY CLOSURE STRIP / PAINTED GREEN (P) t: 404 601 4000 f:404 601 3980 LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE 4 TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. PS 2560 / 1/2" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE REQUIRED CLEARANCES. LUG CONNECTIONS TO BE 75'C RATED. PS 2561 / 3/4" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE ISSUE TYPE: 5 THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP— DOWN PS 2632 / SWING GATE CHANNEL HANGER / EG LANDLORD/PERMIT/BID 11/13/08 2 TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2-1/2% TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS PS 2639 / DUPLEX OUTLET BOX STANDARD / NO FINISH CHOICE REFERENCE ONLY TAPS, TWO (2) TAPS ABOVE AND FOUR (4) TAPS BELOW NORMAL PRIMARY RATING. MAXIMUM BY ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS PS 2800 / INSIDE STRUT JOINER / CAST ALUMINUM NOT APPROVED WITH THIS PERMIT" HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. PROVIDE FINAL BALANCE PS 2801 / "T" INSIDE STRUT JOINER / CAST ALUMINUM SCALE: NO SCALE 3 MANUFACTURER SHALL BE GENERAL ELECTRIC. REPORT TO THE G.C. CONSTRUCTION MANAGER AT TIME OF PUNCH—OUT. PS 2802 / "ELBOW" INSIDE STRUT JOINER / CAST ALUMINUM DRAWN BY: AB PS 2803 / "CROSS" INSIDE STRUT JOINER / CAST ALUMINUM L. PANELBOARDS A&E JOB NO.: 20080475.5 Q. CLEANING 2.03 FINISHES 1 ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER 1 AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, SHEET TITLE: TYPE WITH SOLID COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND A. STRUT SYSTEM COMPONENTS SHALL BE FINISHED IN ACCORDANCE WITH ONE BUSSING, AND OVERALL HINGED/LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF THE G.C. ALL DUST, OF THE FOLLOWING STANDARDS OR WHERE MENTIONED ABOVE IN 2.02.C: ELECTRICAL SPECIFICATIONS OF THE QUICK—MAKE AND QUICK—BREAK DESIGN, THERMAL—MAGNETIC TYPE, TRIP DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. FREE AND TRIP—INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR END OF SECTION 16050 1. ELECTRO—GALVANIZED ELECTROLYTIC ALLY ZINC COATED PER ASTM B 633 SURFACE MOUNTED AS SHOWN. ALL LIGHTING BRANCH CIRCUIT BREAKERS SHALL BE TYPE III SC 1 SWITCHING DUTY RATED AND LABELED "SWEDE". 2 CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. SHEET NUMBER: E 5 _ 1 . . NEW STORE/ FULL GUT , ,,,...,,., Lu \ ± \O ...: ;� k , \\N: 6,.\\\\\ ,\,,,.: 100 \:, �``� ,� FIRE ALARM CODED NOTES \\, : . 45cd (100) DUCT MOUNTED SMOKE DETECTOR. WIRE THE :. 45cd " "`"_ ® THERMOSTAT FAN WIRE THROUGH THE NORMALLY GAP INC. ® CLOSED CONTACT ON THE SMOKE DETECTOR TO SHUT CORPORATE ARCHITECTURE I ;• DOWN THE HVAC UNIT UPON SENSING SMOKE. SMOKE 901 CHERRY AVENUE ,y._. • \„Y\ 45cd DETECTOR MUST BE INSTALLED IN AN ACCESSIBLE ;” \ ® SAN BRUNO, CA 94066 " ... ,__ LOCATION. INSTALL REMOTE TEST/RESET STATION AS tt. ...a__aaaaa. ,;,.:.,,, REQUIRED. COORDINATE LOCATION OF TEST STATION WITH STORE NO.: 9 6 43 ,, „...---.:, ,.„:, G.C. SMOKE DETECTOR TO BE WIRED TO ACTIVATE FIRE . , ,;_,:_ "(O\ ALARM SYSTEM UPON SENSING SMOKE. • `\`Y »..»...�_________________ STORE NAME: WASHINGTON SQUARE •,�� »,ate ,,,. 1,�"`k. ...............'___-�_____"__'__�_�_ .-.` .. ., �,., ••'�:Y;;�.\`.- -:, ' R ``""""``"`""' ' ' ""z'` '�` a�M` CONNECT NEW FIRE ALARM CONTROL PANEL TO �__________________�. (400) 00 15cd `"' ""` " LANDLORD FIRE ALARM SYSTEM. MAINTAIN EXISTING STORE LOCATION: �._..._.. B23 ; ? M WIRING AND CONDUIT FROM LANDLORD'S FIRE ALARM fl *' `` GAP KIDS/BABY, SUITE W14 : �'c .: SYSTEM TO STORE SPACE. CONTRACTOR TO EXTEND , .,:�\ ,,h .` WIRING AND CONDUIT TO ACTUAL LOCATION OF NEW WASHINGTON SQUARE D. FIRE ALARM CONTROL PANEL , , . �, .� c1 TIGARD, OR 45cd ;` ,: ��.,.. _ ® 97223 4452 (400) GAP P R OJ. I.D.: 0000044301 ' ��..-„ PROTOTYPE V9 DATE: `.................. ,: \, 08/11 /08 ,`,, „, `...`.` 1' 1 y�15Cd ;;,,:', FIRE ALARM SYSTEM SHOWN ON ENGINEERED " "� ELECTRICAL DRAWINGS ARE FOR SCHEMATIC AND OPENING Q1 /Q2 2009 `�' ''�"`" BIDDING PURPOSES ONLY FIRE ALARM SYSTEM `'' '� ��45cd -` ��\� 15cd `� CONTRACTOR SHALL SUBMIT FIRE DRAWINGS, EQUIPMENT .\ • \....`... ..: ate} \ ( ® ~;` ' CUT SHEETS, ETC... PER LOCAL CODE AND NFPA72 TO .� ;:_ :__ _ -- J 1 0 LOCAL AUTHORITIES HAVING JURISDICTION AND OWNER'S ti tia�` INSURANCE COMPANY FOR APPROVAL PRIOR TO ti \ iA.H U. ..��1..: " `' , ;: ORDERING EQUIPMENT. ELECTRICAL ENGINEER WILL NOT • d' , ENGINEER FIRE ALARM SYSTEM, NOR PROVIDE APPROVAL �M \ .••. FOR EQUIPMENT CUT SHEETS, ETC. INCLUDE IN BID i FIT'N(: ALL COSTS FOR PERMITS AND FEES. ALL PANELS AND f:.,, ,-,,,.,, .,-,,,.,*:: PERIPHERAL DEVICES SHALL BE STANDARD PRODUCT OF SINGLE MANUFACTURER AND SHALL DISPLAY THE MANUFACTURER'S NAME ON EACH COMPONENT. ACCEPTALE MODELS (UNLESS LANDLORD REQUIRES 100 FIRE ALARM PLAN DIFFERENT): SILENT KNIGHT 5204 OR 5207, ADEMCO z_ 100, FIRELITE 9200 SERIES. MI Al-0 1/8" = I'-0" NOTE: PROVIDE COVER PLATES FOR FIRE ALARM PULL STATIONS. PROFESSIONAL STAMP: z , �s w 4{ ,•I 1:::d?7,,,,<,-;,;-.):'i 'r.,,7 l'iNe.2'VI\I' PROFESSIONAL ' � 8� � r p ,' Vt, . A TEMPORARY "'' � 0e .'ACTICE IN OREGON HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 REFERENCE ONLY ISSUE TYPE: NOT APPROVED WITH THIS PERMIT LANDLORD/PERMIT/BID 11/13/08 SCALE: 1/8" = 1'-0" DRAWN BY: AB A&E JOB NO.: 20080475.5 • SHEET TITLE: FIRE ALARM PLAN SHEET NUMBER: FAi 1111111111111111 0 \ . , ' 1 1 '. ...,... , .,, ,\ s \ . , , NEW STORE/ FULL GUT .. , \ , ' : ; . .. - , \--.--, - ,., ,, ,„. -,,,... .„... ,...... AR•:...,k:,-: A:.:,-:A : -,.. .. : , : - ...... : 0 , * . 4 ,.,.,,,,,,,,,.,,,,,,,,,,,,„„,„„„„,„„.„! ;.,. z., ,, \ --. -,z, ..; ‘:'`",,,,'",,, •N ^..?.,■-,,,,,,,4, t:. ...\\\N.\\\\\\X $‘ 1,4 k,k r POS CAMERA .• • --.:.;„: ::• N. --,--,..„.„.„.:::: : ;: '.:•,\ . „.„..„_„..„ , : e : N r ,y,, ; ;: k ; :, i . ,.• i E::',,;=;_,:,,Y.,,s‘i';`,-.:S. :\\\„\\\:.\\\ , ', . ', ;; , iz,,,i. : ,\.\ t,, ;.,: : . ',' ,...„.„...„..ii ; .' E) ii . ; ; , . 1 ; (3: . ,,,,,,,,,,:... ," , ," ;; r., ;; a GAP INC. ,.,:„ CORPORATE ARCHITECTURE .-..------ .-:: , ... . . , , . , , N. :: „...., .. , : ,i : .----, 901 CHERRY AVENUE „....,,,, ,„,,,,,, SAN BRUNO, CA 94066 :‘... .:0.::::i-,:::e::::',.. „.---- .,. \ ::. . :,: : :: : : : ',-,•,,,,, ,:.7.....—•,.. :: . :: : . : i o; ,il:,0■•■■•00,O. N% ;. STORE NO.: ..., (0N-\ 9 6 43 „...„,„.,, „,..,, . , ,..„.....„, ,, ,._\„„„„„ ,, ,-.,,,,,,,,,, , „„„,,,,,,, ,„ ,_, ,.... ..„ \co .., STORE NAME: WASHINGTON SQUARE , .,..- ,. ... , •.. , 1 S.‘ ' ', pos CAMERA t■---\ : „,,,,, .„, : . .-.: • . "--k- , —RECOVERY DOOR ,h CO • STORE LOCATION: ...: „-: ..:N. -r-::•.. ...- , ,,,,;.-a , , CAMERA : :i .., ..: \ , \ ,„,,,,, .---,„: ,,,, ;L ,,, ,,,, : KP ,,.. IFS V 'i \ , ;- r—"""=”' ;' , ,.,--- „...,—..,„ —.,„:=„,---.' GAP KIDS/BABY, SUITE W14 ,...' L, i; :,,„„.„,,,,, „ .N,,,, ,,,, ,i :.-. .., .,,• •:•-•-,...,,,-1 „,..:.L.: ..: .„. „..„,, .., . .. ; , , k.„•,., , „..„..„„,„..„.„,„.„..„.. \,\..„4.,,,,,„,,,,,,,,,,,,,, ,,,,,, 2-4.„,..-a,..„„.,„„1,,,,,,,,,,,,,,Lim,-,: ,....'„J - c., : - ‘, 9677 SW WASHINGTON SQUARE RD. „,....,, wa.c..\,. ... ' v. \,, ... .. ,:.:•.: ... ... ... ... \.. ..i..„..,...,....._.„..........w....„._....,„_„:„.„........,....w...„..,....,„, ...„ ... ... as ... ... ..... . ... ... ... ... ... . ,..: :., , ,,,, TIGARD, OR :„. -„,. .: -,,,,,,, , A ; . i,, ti -, 9 . ,.,,....--„,.....:: ......„ uNiax .. .• ., • i•, , 7223-4452, N , : ,‘, ,..i , : GAP PROJ. I.D.: 0000044301 : : : .... : , : ,,,, ' . : PROTOTYPE V9 DATE: ,:•,,• . . N`:. ...:,, ,. ,, , , z , 08/11 /08 ,s ,,, ;:::,"•I` ''' 1.--; • , ,1,'" : s, N,:, ;F;%;''S \------ .,,,,, ;;-.S. :: ;;,:' • , \ ..- , / ; i i OPENING Q1 /Q2 2009 : •:•• . .• ;‘,..i. - .i. •:•:.: ...:••••• :.•„,„; ...•.. , . ., , N -.,,, .,...;;z • MANAGER s, ,„,....--' CAMERA , :,--.:,.:, ,,,,,, I:\ ... .. , , e : ,,, ' '-,.:. . .., ,,, ,,,, . • .'s — .., „, ... ... ... ... 1. ... .. 'Z.:,■:. :Z ... ... N ,. ... ... ■ ‘1" 2 , iL . ,, K,r..'S.."■D'N'3 SM:::: ()0.,''• 1 00 , SECURITY ALARM PLAN z 1 , DTIy 1/8" = V-0" ADT LEGEND 4 LONG RANGE PIR 35' PIR L @ WIRELESS DOOR CONTACT Miiiinit 0 SURFACE CONTACT OLNICES ME SHOWN FOR WINENCE OFLY. OEVICI1 M INSVPLIED DHC] OVERHEAD CONTACT MS WI= Fit AM: ELECIREOL CONTIPCIOR 10 PRNIIC CON= FROM NH PANEL SEE =COM BOARD OMAIL. I GB 1 GLASS BREAK I KP 1 KEYPAD C) RECESSED CONTACT I x 1 SOUNDER 0) 360 MOTION DETECTOR PROFESSIONAL_:7Pi_E:pRoFSE sTi STAMP: ',:4:4'• k--j) '''''',i NC. :,:---7-------:::,,"'/ \ .: /(1)'. ag Gree rgFarrow Suite 200 Atlanta, GA 0 REFERENCE ONLY ISSUE ITY ,sAlc.,..-tA4b1p0e30e0a03c Peachtree:9 3980 I :J! A t1TE:443M00P4Ovv6R0e‘RIPYP :4:0e41"s63A-r0e- A‘Lit3C:NTI /‘.Cw E;N.W. IN/OREGON Z 3I i HAS BEEN GRANTED TO JESSE DOUGLAS RIDDLE, II VALID ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 11/12/2008 FOR OREGON REGISTRATION. ARCHITECT INFO: NOT APPROVED WITH THIS PERMIT LANDLORD/PERMIT/BID 11/1 3/08 SCALE: 1/8" = 1'-0* DRAWN BY: AB A&E JOB NO.: 20080475.5 SHEET TITLE: SECURITY ALARM PLAN --,,, _ / \\,_ SHEET NUMBER: ADT1 . 0