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Plans BUP2009-00218 CRAZY 8 9412 SW WASHINGTON SQUARE RD K10 BY , G. OHANIAN RAdK DEOIdN & ENOINEERINd do. 1 DATE 1-12-10 412 WET BROADWAY, SUITE 204 SHEET NO. GILENDALE, dA. 91204 JOB NO.. RD-14604 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 1 , ( SEISMIC ANALYSIS OF STORAGE RECEIVED PIPP MOBILE SYSTEM FOR: JAN 28 2010 CITY OF TIGARD CRAZY 8 #6 11 2 BUILDING DIVISION 9412 SW WASHINGTON SQUARE ROAD SPACE #K10 TIGARD, OR. 97223 'OD l'•opakti j! 4.10.r oliN .:, 184,5PE ' PER OREGON 2007 OSSC SECTION 2208 OREGON 144:0 EXP. 12-31 -10 STORAGE SHELVING CAPACITY: 50 # / LEVEL CALCS. 1 THRU 3 DRAWINGS: RD-14604 a , 1 By G. OHANIAN RACK DEOION & ENC INEERIN( dO. DATE. 1-12-10 , 412 WEOT BROADWAY, OUITE 204 SHEET N0. 2 LENDALE, dA. 91204 JOB NO.. RD-14604 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 ., 1 g.. 118118 18" 18" i! --ir-- I_ III l ■ 1/4"0 BOLTS I— _—__________,:{---- __-- . 2 PLACES i --# , , , I . I 1 1 Nilo i t = .:,... .., 211111111111111=11111111/1111/11111 IMIRMEMNOISION HANG UNITS SIDE VIEW MOBILE FOLD UNITS MOBILE HANG UNITS LIGHT DRB BEAM DRB BEAM 1 3/32" t=11 1 GA. :ill t=14 GA. I X=.05 Conterminous 48 States N S X—'05 I- _ X- I -X _ 2005 ASCE 7 Standard ml I I Fy=36KS!. — S X •13 Latitude = 45.452 cv "'i F36 KS!. Longitude = —122.7829 I Y— Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 .05 # / LEVEL Site Class D — Fa = 1.121 ,Fv = 1.718 50 # / BEAM Period Sa (sec) (g) K 0.2 1.063 (SMs, Site Class D) M= 48"$x•05 = 3"K 1.0 0.586 (SM1, Site Class D) Conterminous 48 States .30"K 05— • 2005 ASCE 7 Standard SR— 22 02<. Latitude = 45.452 Longitude = —122.7829 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 SEISMIC DESIGN Site Class D — Fa = 1.121 ,Fv = 1.718 Period Sa V= Slop.DS xl x W OREGON 2007 OSSC, PER RMI SPECS. (sec) (g) X 1.4 WORKING 0.2 0.709 (SDs, Site Class D) STRESS ASCE 7-05 (SEC. 15.5.3) 1.0 0.390 (SD1, Site Class D) SDS =.71 (USGS WEB SITE, "SITE CLASS D") '01 K I=1 NO PUBLIC ACCESS '1 1'K R=4 N K ` W=D.L.+3 L.L. !01 .11"K .28"K 0o N LOAD PER COLUMN K .01 .28"K .42"K 2 7X.05 L.L.= x K =.12 K 3 2coL. c N W=.2 +.12 —.22 K 1 K D.L. L.L. --- .42 K .28"K ;t V= .71x1x.22 — .04K 4 y .28 K "K — 2 .04K BY G. OHANIAN RAdK DEFJION & ENdINEERINC4 do. 3 DATE. 1-12-10 412 WEST BROADWAY, SUITE 204 SHEET NO. dLENDALE, dA. 91204 JOB NO.. RD-14604 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 COLUMN /__ A=.40 KI = 14 _ 26 rX .54 - t=.075" Imin"'_'08 KSI C Smin.08 Fa= 13.8 rmin—.54 K P _F xA=5.5 Q=.75 ° ° Fy=36 KSI Ma =S in Fb= 1.8"K COMBINED STRESS RATIO P M —— .35 + .42 = .29<1.33 Pa M 5.5 1.8 OVERTURNING MOT= .04Kx4x96"x.5x1.15 =8.8 "K M R = .22 Kx4x 18"=15.8"K NO UPLIFT ALL SINGLE FIXED UNITS TO BE CONNECTED TO THE BUILDING WALL PER DETAIL DRAWING BASE PLATE ANCHOR SHEAR = •04 K,02 2 USE (2)-3/8"0 ANCHORS CAD "T" POSTS PER BASE PLATE, 2" EMB. HILTI KWIK BOLT—TZ ANCHORS ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION BEAM - —� - - M .42+.28 = .35"K Q CONN.= 2 l i V = .252x3.14 RIVET 4 X80X.4=1.5 K i 1 J L�_ _ U Ma = 1.5Kx1.5"x1.33=3.O"K COLUMN CONN .25"0 RIVET (� FY=80 KSI �J MOBILE SHELVING ANTI TIP TRACK ANCHORD TO FLOOR W/ 3/8"0 ANCHORS © 24" o.c. ANTI—TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4"0 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"93 TEK SCREWS PER POST 'h Eaa0 January 26, 2010 • ECPVF.: JAN 28 2010 VIA: Federal Express CITY OF TIGARD City of Tigard BUILDING DIVISION Building Division Permit Center Building 13125 SW Hall Boulevard Tigard, OR 97223 Attn: Dan Nelson RE: Crazy 8 #6112 Washington Square 9412 SW Washington Square Road, Space K10 Tigard, OR 97223 Building Permit No.: BUP2009-00218 To Mr. Dan Nelson: We received your plan review comments dated January 8, 2010 and offer the following responses. The changes to the drawings have been clouded and noted as revision #1. 1. Construction requirements for suspended ceiling systems are found in the Oregon Building Codes Division website under Statewide Code Interpretations dated 4/20/2007. (see interpretations {structural} at ww.bcd.oregon.gov) • Added sheet A6.5 with the appropriate suspended ceiling system details. 2. Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. Note: the roof structure may be approximately 30' above the finished floor. OSSC 106.1 • Please reference structural drawings, calculations and letter from our structural engineer included with this submission. • Note added to sheet A0.0, A2.1, and partition details 1 & 2/A6.2 to reference structural drawings. Partition details adjusted to reflect structural drawings. 3. Please provide calculations and construction details for the soffits and storefront construction. Every structure, and portion thereof, including non structural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is permitted to be determined in 1 , accordance with Section 1613 or ASCE 7. OSSC 1613.1. • Please reference structural drawings, calculations and letter from our structural engineer included with this submission. Note added to sheet A0.0 to reference structural drawings. • Key notes added 11 & 12/A2.1 and soffit detail 3/A6.1 adjusted to reflect structural drawings. • Enlarged storefront plan 1/A5.1, Storefront sections sheet A5.2, Storefront details A5.3 &A5.4 revised to reflect the structural drawings 4. : it plans requirements. and calculations for steel • lease reference storage r • Engineering Company' te Structural drawings racks that comply with the Notes added included wings and mils design structural drawings. 5. shelving with this submission. fro wings, ng details 8& 7 A6S3on. m the Rack 5• Design shall provide a .3 to referee ail include total permit valuation Ce mobile shelving tion base g building.Please such as a value °f work, including d°n the total in l f;n the electrical, gas, mechanical,materials work bein?o01Thed.r whit application opinion hanical and labor, Per the °f the building ' plumbing equipment which the mit valuations meet the permit shall be g official, the val raton is and a permit is be building approval°f the building valuation is being • Theofficial. , unless the ny fixture attached to total g official, Final b applicant can show underestimated be the valuation of building per detailed °n the If you have the project is permit valuation shall d eSt'mates to any additional comments S $65,000 all be set by the Sincerely ments or questions do not hesitate to co ntact our office. Cortland Mor /�-Z4►-.I v Oregon State Reg. No.45z 1 i y s'.w �.R n (i / Q$A VVRT D{{l r N tit,�R /� i.. � 1 4 • ARLINGTON, TEXAS �► OP O ECMConsulting Engineers ED JAN 2 8 2010 January 19,2010 CITY OF TI A U BUILDING DIVISION Jill Brooks PDMS Design Group 3100 East Randol Mill Road Arlington,TX 76011 Subject: Plan Review Comments Crazy 8 Tenant Improvement—Washington Square Permit No. BUP2009-00218 Dear Jill: This letter is in response to the Plan Review Comments,dated January 8,2010. This letter follows the same order as the Plan Review. For your convenience, we have included the reviewer's comments in italics followed by our response. RESPONSES TO PLAN REVIEW 3. Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. Note: The roof structure may be approximately 30' above the finished floor. OSSC 106.1 KPFF Response: See the attached sketches SSK-01, SSK-14, and SSK-16 for construction details of the partition walls and bracing. See the attached calculations PR-14 and PR-15 that verify the adequacy of the partition walls and bracing. 4. Please pru w.Je calculations and construction details for the soffits and storefront construction. Every structure, and portion thereof, including non-structural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1 KPFF Response: See the attached sketches SSK-01 through SSK-13 for construction details for the soffits and storefront. See the attached calculations PR-01 through PR-13 that verify the ade•uacy of the soffit and the storefront. wool—v.444 If you have any questions on these responses,please call me at(503)227-3251. PRO,V-- Sincerely, 15773 .1" ATLI !an K.Eikanas,P.E. 21, , s • Enclosures 41■0 L. , 2100231PIn Rev Corn 1-19-10 EXPIRES: 12-39 I' 111 SW Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503)227-3251 Fax (503)227- Seattle Tacoma Portland Eugene San Francisco Sacramento Los Angeles Irvine San Diego Phoenix Denver St. Louis New York • --- ------ ------ - ' ---) 11:.-,■1 5/8- (2-) 1.1) •-.• . , *IA-LEVA.:let 1- -41/- 1:- :4'1,to- 2 Y-?,578-Of /- - .*. _ ,, . --' "-, c-- — - -- f _ /'-2- -/- /- Atte 1 I tr t r 41 --- Air .._ .........„„.. I r 1 ri•gole' 1.— 47" t'5',..r " , (E) CORRIDOR 1 , 1 I 4.1- .._ . 2.,,e_alh . -0911 — il 1 AIINIIIIIIIIIdMll ,•■■■•■•■41111 .1■,61111111W MONSMOrt$ ,, __ I AI laPPIIM-'. Nara' 11Pr '__ .1 \1 E. ...'. ......4,,t CO 0 I __I „ r,,; r I: ,. IOW --. ' ,r.' 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( 1 'rev -rie--pc-c--v--- -4t-- 8 S.e--r-- --t4.. tAc--1---- co . -1.,--e--14 S.1-1A-1>) - 4:,.*7--5,,.•I 62—— S.3. c-c>7-14 s-ti::> .._.5,.. ...: —1_ .f.' t, (!) e9‘ 0 :5,,, ,, ----'--- ----------- v---0,--e-4*-- en-4 V...C,1-14.-- ....t.p.ir.,s,.. .., /1 . 0. 1 4/. .."4-. B-i.i__-1---1 K--p. 32– AgEN TO? OF sr Pril""r1 11 0104 * l ê4 SITAX, 14 • (------ .#--1 c) , . :• :••• :•• ........... ......4 .........T....—ff P!. ( 1 r.. . A' J . 1.11 1 . I:'' 1..'' . t i I L.' F.-- ( ) t„.,3 14%-idt...... Cylg.... 12.,e,:r.v.r.4.4• 1.1. TE-9,..■ Tt...11/41.4 ---.. .----- 059 Vow, "T.0? #:> • V fre0.1113 ertlhi Stalk-c-INA IM) tai . 5-1.- Project C„ By � Sheet No. Location Date D VISIIC> Consulting Engineers Client Revised Job No. wrrbna,aegon — Date (1_+ 2-t) a.q--x i,tom ,c 0..?-d-e, 64 ~usg-- (1-+ / � r o. 3y4 cox g ) = Z, P.F. -4p,� 120 t = Y2- j _- i , L). r �T' .- j-- m � =- ` • vim' ir iii, Mr , 0 . . - PPG FLOAT GLASS---2-SIDE . PPG HEAT-STRENGTHENED PPG ANNEALED FLOAT GLASS LAMINATED GLASS-4-SIDE LENGTH OF UNSUPPORTED SPAN(INCHES) 10 15 20 25 30 40 50 60 80 100 150 1/8-1/8 INCH (3.3mm) i80 �,�„I,,,.■■� 1000 ASPECT RATIO(LONG SIDE +SHORT SIDE) 60 111111111111111111111111111 it;1 2 3 4 $ „,..30,, r r r r r r r r II r r I I I r 300 p200~ 200 Z 50 �"„-,�,-■� 0 °z 150 10 F r: -200 w 40 -�.,,,�,,,�.- 40 15 FTi �'+� v 30 iiiiallt a +\ iii 30 fa o fr 100— N RIIIt I-"OO r a. 60, 60 t 111111111111111111k, i 15 50 so Architects Specified Probability Architects Specified Probability v 40 40 of Breakage=8/1000 Laminates of Breakage=8/1000 Lights a 1111111111 ,� 0 - fora 1-Minute Uniform for a 1-Minute Uniform 10 10 30 r r . , r 1- , , - 7 , , r if r r r 30 Wind Load Duration Wind Load Duration 10 15 20 25 30 40 50 60 BO 100 150 3/16-3/16 INCH (5.5mm) Four Sides Supported 16vo Sides Supported 100 PPG HEAT STRENGTHENED GLASS a 300 1 2 ,rp 3 4 5300 In Weathertight Rabbet in Weathertight Rabbet t 50 �—,,•�II•� $oo 0 200—20�FT2 ,0�15f 200. Z __iiUU-, .,I.S 2 ".� 150 z � 50 Ii M 40 -11-4°100 4'^ .-.- -100 30 .�,� ■. w 80 80 30 V/ - - y 1 ' N 60 BO y ► ■ 50 50 F 20 El�,■ t II. .20 40 "5 IL t i.�" 4 4 30 . . r r r r r r r t i l l 1 1 1 1 30 Q a__li 1/4.1/4 INCH (6.6mm) ` 10 15 200 i;300 1 , • r 2 , r r 3 t , r 4 r r e 5 20 Fn 7s to I 300 PPG HERCULITE�'TEMPERED GLASS �� T ! 1yc ,j0� FOOTNOTES: 100 100 p200 30E-r2 �-"�'� 200 1.CONTACT YOUR PPG REPRE- N MI. ',,,�„k•® -� SENTATIVE FOR: BO $0 3 150 40 Fr2 �- 4O 150 A.NON-LISTED PPG q •60 .!SR 60 SO ■,DA „L , 5o W 100 Ey0 --+ SO F1 8.DESIGN SPECIFICATIONS W 100 NOT SHOWN. ��.��` iv BO 1142 .10 m � 80 2.IMPACT AND OTHER LOAD I 40 -•■ ■,\_'+ l 40 N BO FP CONSIDERATIONS REQUIRE W 1111111111111111111, �_ ta 60 60 SPECIAL STUDY. a 30 �t�a 30 E II LI 1 SO 50 3.SUPPORT DEFLECTION SHALL 40 NOT EXCEED 1/175 SPAN AT IA V 40 DESIGN LOAD. 20 20/11111 Cr 30 30 4.CHECK SPECIFICATIONS AND X 15 15 1 2 3 4 5 CODE REQUIREMENTS. ASPECT RATIO(LONG SIDE +SHORT SIDE) a LI 1 4 r 10 20 25 30 40 50 60 80 150 P"5.F "LENGTH OF UNSUPPORTED SPAN(,,• `-,IES) ,,a tD c:, I--f--• IAM I4.--rthG- -- .' 2-'b V - APPROXIMATE CENTER DEFLECTION OF ANNEALED HEAT STRENGTHENED, AND TEMPERED FLOAT GLASS* AT "6 OWIND LOAD SPECIFIED BY ARCHITECT. (2-SIDE SUPPORT) . TABLE 1 TO ESTIMATE CENTER DEFLECTION (D) Thickness Factor FOR PPG MONOLITHIC FLOAT GLASS (INCH) (A) I 1/8 2.80 Center Deflection = Factor(D) = A + B + C { 5/32 2.50 3/1 2.20 STEPS EXAMP 5/16 1.60 1.00 5/8 • 1. Determi,e thickness(INCH) 1. Thickness = 4 INCH. .3/4 0.40 specified •y architect. ! TABLE 2 2. Determine length of unsup- 2. Unsuppo -d span = 50 Unsupported Span Factor ported spa (INCHES)specified INCHES. (INCHES) (B) by architec 10 4.00 30 5.90 3. Determine wind .-d(PSF) 3. " 'd load = 20 PSF. 40 6.40 specified by archit 5o 6.80 60 7.10 - • - 70 7.40 80 7.60 4. Enter Table 1 to determine 4. Factor(A) = 2.00. 90 7.80 Factor(A) for specified • thickness. TABLE 3 1111 Wind Load Factor 5. Enter Table 2 to determine 5. Factor(B)B = 6.80. (PSF C Factor(B)for specified 5 0, unsupported span. i •'r 20 1.30 30 1.50 40 1.60 6. Enter Table 3 to .- ermine 6. Fac r (C) = 1.30. 50 1.70 60 1.80 Factor (C)for s -cifled 70 1.85 wind load. 80 1.90 90 1.95 100 2.00 7. Calculate Fa for(0) = 7. Factor(D = A + B + C A + B + C. Factor(D) = 2.00 + 6.80 TABLE 4 + 1.30 = 1.10. Approximate Factor(D) Deflection ----- --,--__--._______.�_�. _-_ ___________._- A+B+ C (INCHES) 8. Enter T.,le 4 to estimate 8. Center deflection < 9.00 Negligible center .eflection for = 1.30 INCHES. 9.00 .10 ca F+ ated Factor(D). 9.10 .13 9.20 .15 9.30 .20 9.40 .25 9.50 .30 9.60 .40 9.70 .50 9:. ..1 ` -+.00 9.95 .8•1 b .ei a,►-. 11. • 1 0 10.20 1.60 10.30 2.00 10.40 2.50 10.50 3.20 i 10.60 4.00 I 10.80 1.30 At any load level,the deflection of ANNEALED, HEAT 10.90 7.90 STRENGTHENED, and TEMPERED glass is the same for 11.00 10.00 lights of the same size and thickness. 1- Protect By Sheet No EM3 Location Date O 1 ` Consulting Engineers ,�/f Job No. Client Revised . Portlond.Oregon Date " ; I . . t:` �- 4- 4-14 .4:,,•."T3-crt-} '" -* 1--1,4-'i°? 1,e'S . .:71, �Ti�-Icr.A�-- "i'..'p"mr4r I 7 2' t : - S � x (F-P—Fr+ 1- _ Vef-F N (.1-).1S e- e 3C)Ft—F X 12.-ON . 1u., ? ( ) ©.14' :4;6 LT) .1-. sissy (.41-c°' i *9 ?T .,t )51E7- r• w..+ (i) 8 ��•+�, (fir# )t -*#) •#. : 4F.v.,-cis Fasteners (Screws and Welds) Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x d. (d=Nominal screw diameter) 2. The allowable loads are based on the steel properties of the members being connected,per AISI section E4. 3. When connecting materials of different steel thicknesses or tensile strength(Fe),the lowest applicable values should be used. 4. The nominal strength of the screw must be at least 3.75 times the allowable loads. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads.Screws should be installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs/screw) '.` - c g�%p,±. ti �� A^. 2�.t- �= N0,0 Y�s" :No0 � SO1 0« -' s, , Steel Thickness iu�elPrope ie Vi. *i0:26<in sa EDia-dd: -,1n9Q .n a' 0120,110:4,84.16-i. l- �038( 1 Mils Design fin)°Py(ks1) Fu(ksi) ..:Shear 'Putout Shear 'Pullout:. Shear Pullout'; ,Shear Pullout 18 0.0188 33 45 , 4 ;, 66 39 60 33 27 0.0283. . 33 45 r' -:ate` �� 1 121- . 59 - 111 50 30 0.0312 33 45 4. . , 151 76 ( 141 65 129 55 33 0.0346 33 45 s__ - �� , 177 84 164 72 151 61 43 0.0451 33 45 280 124 I 263 109 ' 244 94 224 79 54 0.0566 33 45 394 156 370 137 344 118 68 0.0713 33 45 557 196 523 173 i - . . Weld Table Notes 1. Weld capacities based on AISI,section E2 2. When connecting materials of different steel thicknesses or tensile strength(Fe),the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Based on the minimum allowance load for fillet or flare groove welds,longitudinal or transverse loads. 5. Allowable loads based on E60xx electrodes. 6. For material less than or equal to.1242"thick,drawings show nominal weld size. For such material,the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Steel Thickness Steel Properties Nominal . Allowable Mils Design(in) Fy(ksi) Fu(ksi) Weld Size Load(lb/in) 43 0.0451 33 45 1/16 609 54 0.0566 33 45 3/32 764 68 0.0713 33 45 1/8 963 97 0.1017 33 45 1/8 1373 118 0.1242 33 45 1/8 1677 54 0.0566 50 65 3/32 1104 68 0.0713 50 65 1/8 1390 97 0.1017 50 65 1/8 1983 118 0.1242 50 65 1/8 2422 7 48 SSMA TABLE 1—ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN FASTENERS INSTALLED IN M to NORMAL WEIGHT CONCRETE(pounds)''2�3.4.5 NI N SHANK EMBEDMENT f c a:2,000 psi c=3,000 psi fc=4,000 psi fc is 5,000 psi FASTENER DESCRIPTION DIAMETER DEPTH Tension Shear Tension Shear Tension Shear Tension Shear — (inches) (inches) _ - 5/8 25 45 60 95 45 95 25 95 0 0.300-inch head drive pin 3/4 60 95 125 95 125 100 125 8 mm head drive pin 0.145 100 140 130 155 155 155 180 200 a) 1/4-inch-20 threaded stud 1 /4 110 155 1 165 195 165 235 200 `" D 11/2 115 175 180 175 235 175 290 200 0 11/4 135 225 145 240 200 260 200 260 'a 3/e-inch head drive pin 0.172 11/2 185 280 230 305 230 305 230 305 4 1 95 135 80 135 160 110 160 110 0. 34-inch-16 threaded stud 0205 11/4 170 220 165 220 200 320 200 320 7-",1 1112 230 275 275 325 295 395 295 395 z m For SI:1 ibf=4.48 N,1 inch=25.4 mm,1 psi=6.895 kPa. 0. 'Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener. 3The tabulated allowable tension and shear load values are for the fastener only.Wood or steel members connected to the steel substrate must be investigated in accordance with applicable code. 4The minimum spacing is 3 inches center-to-center,and minimum edge and end distances are 3 inches for installation in concrete. 5The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No adjustment is allowed for vertical loads acting alone. TABLE 2—ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN FASTENERS INSTALLED IN NORMAL WEIGHT CONCRETE(pounds)1'2•3'4•5 FASTENER SHANK EMBEDMENT fc*2,000 psi fc=3,000 psi fc=4,000 psi DESCRIPTION DIAMETER DEPTH Tension Shear Tension Shear Tension Shear (inches) (inches) 3/4 40 65 65 105 70 145 Ceiling Clips–Standard 0.145 1 40 110 95 120 100 160 3/4 40 75 40 75 70 145 Ceiling Clips–Economy 0.145 1 40 120 40 150 100 150 Ceiling Clips–LADD pin 0.152 1'4 50 —50 50 130 135 160 For SI:1 ibf=4.48 N,1 inch=25.4 mm,1 psi=6.895 kPa. 'Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener. 3The tabulated allowable tension and shear load values are for the fastener only.Wood or steel members connected to the steel substrate must be investigated in accordance with applicable -o code. co 4The minimum spacing is 3 inches center-to-center,and minimum edge and end distances are 3 inches for installation in concrete. 0 5The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone '� or when combined with gravity loads.No adjustment is allowed for vertical loads acting alone. .4' I Protect By •�--- Sheet No. C , Location Date r)t/1 sit C] ` -C'-" Consulting Engineers Client Revised Job No. f�rtlond.Oregon Date . ="' �sa-f=1.r./2 ----may � ts:o' - "9- °`P f 1 + 2 .t) t. -3G ).C7 X o. (1_4_ .) 0-s 4-4., I r i3 ter- �t 4 t 4-4-t r- + x = Q 8i�7 " ,.5 ice- M M 3 Project Sheet No. location Dote c I/I SAC' [ MB Consulting Engineers Client Revised Job No. Rxtlond.Oregon ) Dote ,LA-4r—bit. '.t s�- — .10- ((- 4-"c S. 2-� ---"4- 4 (z 4—co—T. Zcc:, --'St- . M 4,...s.x.v....i -fix = 1.2°12 tw4' kr- = b.St�') is 2- = 2 x I•Zg 2-1µ4 +-2-A .0-1 P2.t 9+a•' 2,►4Z x(1.siNfj ' 4,9s2-DJ4 _ Z. 411 ,N3 2-t►.h • CF-)55-0 S S'S-0 -- COx sr- Z.. 4-‘06.iim Vti 2-.4-/ 1_1.4') 0, ,= i`c- .91.c-V---`rst;l.. In -Fesu 0 2001 North American Specification 171Z -CI Project: Date: 1/18/2010 • Model: P1 t \l/ 111 t R1 R2 • 13.00 ft Point Loads P1 Load(lb) 1660 X-Dist.(ft) 6.50 r:-4[+-vu U-irt-T,04.4-r -rep -wv.A...-i-T. via' Section: (2) OS25 - 8 Boxed C St (X-X Axis) Fy= 50.0 ksi Maxo= 6151.6 -Imo-- oment of Inertia,I= 7.728 in^4 Va= 10700.6 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5395.0 0.877 5395.0 Full 6151.6 0.877 0.576 L/271 1/ 1,-~ r' Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft-Lb) Value Req'd? R1 830.0 1.00 1846.8 0.0 0.54 No R2 830.0 1.00 1846.8 0.0 0.54 No P1 1660.0 1.50 4323.3 5395.0 1.34 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 830.0 0.0 1.00 0.08 0.00 0.01 NA R2 830.0 0.0 1.00 0.08 0.00 0.01 NA P1 830.0 5395.0 1.00 0.08 0.88 0.78 NA Pro)ect By Sheet No. Location Dote b / 1/+� b "'r�f.7 ME Consulting Engineers // Client Revised Job No. Portland.Oregon Dote 'F-r-Irv\-w- .l.4 Cam) C.. .7.71.25.„-7-, 4 rirs1 044 A- = I.5.1,4 2- t O. c 2IN4- k ,,f dvet!,„as =. 1 1,44 1 31 gN 2 d.L��IN)�" c Z.s�IM11j !! 1 11441 1I• �rN� 3. ! .i ,N3' Cox. -... 3- 9Z-` hsi = —4-h4 1") I ic'Tow x,(4fr f 4�r -- (op PtaF 0 2001 North American Specification 1 )Project: Date: 1/18/2010 Model: P1 lir It R1 R2 3.50 ft Point Loads P1 Load(lb) 6166 X-Dist.(ft) 1.75 V---0-1),-1-1)kZ.- T' ..- . tit..t 4-T vi-p T,.Zg.jp Section: (2 f ts10411•IMII=r•*ed C Stud (X-X Axis) Fy= 50.0 ksi Maxo= 10868.2 Ft-Lb Moment of Inertia,I= 16.281 in^4 Va= 8441.5 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5395.3 0.496 5395.3 Full 10868.2 0.496 0.020 02120 ✓ ✓ `s' V Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft-Lb) Val - •'• `t R1 3083.0 1.00 1764.0 0.0 .10 - YE R2 3083.0 1.00 1764.0 0.0 2.10 YES P1 6166.0 1.50 4235.4 5395.3 .24 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen Al 3083.0 0.0 1.00 0.37 0.00 0.13 NA R2 3083.0 0.0 1.00 0.37 0.00 0.13 NA P1 3083.0 5395.3 1.00 0.37 0.50 0.38 NA . .�, / fr- G 4' i _ ////1�� Project `�--~ Pc ''�!„ �, By.."=.-t-- __ Sheet No. MilLocation Date p VI ciA 11,j ' ""1�i Consulting Engineers Client Revised lob No. Podk d.oregon Date i ‘'e" Ir":'1 1.-- Al'41°4-1.--IfiS I s 1 Lab = 'O r.sf ' (2 ri-t a,S F-T- + Zr-r-)+ 20_r =-:app. : ' ' t A---.= zst-on t , : ,,,"., (.4.7, r?-S. ps4.- : --~ 1.- -cr io.-EG ' "et "'-crle.. irt,-C-1,4-4.- -ri cry-C 0 1A-. Lz) t a...3 -oz::,.- _ 4 E2,-) 4 -r - ,s-+ rriX ZOO.. ?' IN4 1 P ° I. 19�2 ti; ti4. :i c r bS 2 P— I � ; . � rtio� = ��?a��� lay T ,. 2 x �o. . -tN` +2 x[(a.082a4a1)-1,-'0,Sl E S,,f,�>,( 'SM.a ' *0 ::: --Cac"--. '13Z-42.:a.i f- , ,____. IP.9 97P ,..„,S' i a 2001 North American Specification —r- ;Project: Date: 1/19/2010 Model: iir _ - -'- - , -.,-. - , ,:;1:,'. ''...;;.'''.1::,-...z:::.:.-_._': -':::',...:-.---„'‘:-_-;'1':,.-.-,-:1"-,,;:;-='--:_-/-,1,,,,;:, -,,- :,..., . %.4",`,ire'.'• _ Unit Ld 75'0 lb/ft i'r Rt �«�o ' R1z71 • Section: (y 1400S200-' Boxed C Stud (X-X Axis) Fy= 50.0 ksi Maxo= 121 .4 - . Moment of Inertia,I 46. •: in^440 Va= 2353.1 lb Loads have not been modified for strength checks Db. 44", ''x ��r01� Loads have not been modified for deflection calculations — Cr*.07-c. Flexural and Deflection Check = ©, ....54-1•-•. Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos Deflection %' 2i Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) h do Center Span 7350.1 0.604 7350.1 Full 12175.4 0.604 0.758 4 ' '�' Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft-Lb) Value Req'd? R1 1050.0 1.00 NA 0.0 NA YES R2 1050.0 1.00 NA 0.1 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 1050.0 0.0 1.00 0.45 0.00 0.20 NA R2 1050.0 0.1 1.00 0.45 0.00 0.20 NA 4..0-- 8s` t/ Project By Sheet No. Location Date e)%/� t t a 14- 'Consulting Engineers Client Revised Job No. Podknd.Oregon Date ...�. <.�,r,A�,.....==•y< v.±��......�,��no,......,.:,..aonr....w,�.�.�..naai,..�r. 'm.�.+.,w«. ° 7:1;r.te-i .- kieg-t-,-i-n.-> 11-4 04) 1Po 17-aM in 02) tom - X42,5442-— 33 de /g, > _12 ' r� P . 12" ..t_ pc. LA-C.C- 4*- Lt.."�jib, T� t/��" 'e�� • + 4-1 g® 'tG"P e,F- I c3"? Te--1c-c.4-- 'ter 0 { 2001 North American Specification -TS- Project: Date: 1/19/2010 Model: r uz , Unif Ld lir lir 30A: R1 R2 20.00 ft Section: 800S162-43 Single C Stud (X-X Axis) Fy= 33.0 ksi Maxo= 1678.4 Ft-Lb Moment of Inertia,1= 4.500 inA4 Va= 1051.2 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 1500.0 0.894 1500.0 Full 1678.4 0.894 0.814 L/295 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft-Lb) Value Req'd? R1 300.0 1.00 246.9 0.0 1.46 YES R2 300.0 1.00 246.9 0.0 1.46 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 300.0 0.0 1.00 0.29 0.00 0.08 NA R2 300.0 0.0 1.00 0.29 0.00 0.08 NA i Page 1 of 1 Jill Brooks From: Ian Eikanas[Ian.Eikanas @ kpff.com] Sent: Thursday,January 21,2010 4:46 PM To: Jill Brooks Subject: Crazy 8 at WA Square- Plan Review Response Attachments: Crazy 8 WA Square- Plan Review(KPFF Response)-2010-01-21.zip Jill, Please see the attached .zip file containing a .pdf file of our plan review response letter,structural sketches, and structural calculations. In general,we used the architectural drawings as markup templates, so our marks should be easily understood in conjunction with the architectural drawings. Our markups call out the specific size/spacing requirements to meet structural design criteria. Also,something you'll notice is that we revised the framing for the soffits to show two light-gage box beams rather than stud walls that would have to extend up to the underside of the roof deck. The roof deck is approximately 30'above the finished floor so it makes extending soffits like these difficult without significant cost. The beams allow us to minimize the work associated with that soffit. Please let me know if you have any questions. Thanks! Please let me know that you received this e-mail as the attachment is rather large. Ian K. Eikanas, P.E., LEED`' AP kpff Consulting Engineers 111 SW Fifth Ave,Suite 2500 Portland,OR 97204 P 503.227.3251 I F 503.227.7980 www2.kpff.corn 1/25/2010 i im , �b JCPenney b ,, .,, 1 . 6::x_ e,: r" "vs. Y�YY k.R d.-7,5 , 9 A fj ant 1 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE Rr.{ at,y ta+� a "' = ��„j - // ma.-vrz- _ IIII C RAZY 8 Crazy 8 DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. Aloha,. , , mi . -.-- . ,*-- _ ' 0 ,,a' ,r . f STORE NO 6112 RECEN : , 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS -, � . , D�c�cs ® ` J N 2$ 2010 1 """, AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS ETC. SHALL 4t�cRTNC A _ f WASHINGTON SQUARE BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR :, Gtx�Ds TO THE PERFORMANCE OF ANY WORK IN QUESTION. 1-` , - :- ' `'' �' . ` 9' :t 'F C ! SPACE N O K 10 � � � , �� _ ri sw . o �� a;� .. . _ ��.��� ��- - ,. '°t, - - ,.�.. -� ` �'*�,�� . ..�., 9412 SW WASHINGTON SQUARE ROAD 3• GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS (INCLUDING �? ,: - '�"" - I g 4---- ---- TIGARD OR 97223 D ipie , ito SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC. . ,: :'' ' '' r '4,. soit 7. 1 5' 1 Pm€ , 5,,V 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE ;%' " . „ . ` Rd :r '� , ` � l I 1 I CORPORATION goy PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. '7" 11=, a '''' :.. 1,..,,,1- I , __ 1-- 1 � I 500 HOWARD STREET �'; hiss LANDLORD: MACERICH 0 P r qOy�, SAN FRANCISCO, CALIFORNIA 94105 t Pk" I �.:• 1 9585 SW WASHINGTON SQUARE ROAD 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT - �' VI'. 1 Y 40,': 1. ,. ' I , .. k PORTLAND, OR 97224 IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND OR DAMAGE TO THESE ITEMS. �` a� ° I I 1.. E' i/ FAX ( 0 ) 620 5612 st. :. 1 1 '� TEL (503) 352-8884 (5 03) - r 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, Utz ,,� 1 CONTACT: TOMOMI MARZAN .. t ce atd I't ., ,..... NORDSTROM ' - a_Rd'_ ... ...K FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND =W c lilt r EMAIL: Tomomi.MarzanQmacerich.com ORDINANCES. , - . � .. ., �a flJ "' F , � ON-SITE LL MACERICH 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND 0 : F q # f. - - ,_ - -"" i I ist CONTACT: 9585 S.W. WASHINGTON SQUARE ROAD NEIGHBORING TENANTS. `. a - r; . . }� PORTLAND, OR 97223 ,,f: .� , , . ,�.. �� -� .. .� TEL (503) 639-8860 FAX (503) 352-8865 8• TYP. SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. :v T"iu t On Rd 3f SAS ; ( } ( ) UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED TYP. ONLY ONCE WHEN THEY .--,..,- CONTACT: ROGER OTT - OPERATIONS MANAGER FIRST OCCUR. "-- W N CRAZY 8 N EMAIL: roger.ottC�macench.com SPACE N0. K 10 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE 711 N. FIELDER RD.P"N CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS CRAZY 8 OWNER/TENANT: GYMBOREE CORPORATION ARLINGTON, TX 76012 INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. WASHINGTON SQUARE LEVEL: 1 OF 500 HOWARD STREET PH: (817) 635-5696 SAN FRANCISCO, CALIFORNIA 94105 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND TEL: (415) 278-7464 FAX: (415) 278-7550 t N NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS VICINITY MAP MALL KEY PLAN CONTACT: TAWNYA ELROD m I AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER EMAIL: Tawnya_Elrod©gymboree.com M AND IMMEDIATELY. VIE to ARCHITECT: CORTLAND MORGAN ARCHITECT Z g 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE ACOUS. ACOUSTICAL JT. JOINT 711 N. FIELDER ROAD 9 NOTED. A.D.A. AMERICANS WITH DISABILITIES ACT LAM. LAMINATE x W ADJ. ADJUSTABLE LAV. LAVATORY ARLINGTON, TX 76012 v)F- = U 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT A.F.F. ABOVE FINISHED FLOOR LIN. LINEAR TEL (817) 635-5696 FAX: (817) 636-5699 TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. ALUM. ALUMINUM L.L. LANDLORD CONTACT: JASON GEORGE ALT. ALTERNATE L.P. LOW POINT EMAIL: jason@cmaia.net 13. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE TENANT PROJECT MANAGER OR THE APPROX. APPROXIMATE LT. LIGHT ARCH. ARCHITECTURAL MAX. MAXIMUM ARCHITECT UNLESS NOTED +/-. BD. BOARD MDO MEDIUM DENSITY OVERLAY MEP ENGINEER: DANIEL A. REEVES, P.E. BLDG. BUILDING MECH. MECHANICAL 3100 E. RANDOL MILL ROAD 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT BLKG. BLOCKING MFR. MANUFACTURER ARLINGTON, TX 76011 PROJECT MANAGER. B.O. BOTTOM OF MIN. MINIMUM 0 CAB. CABINET MISC. MISCELLANEOUS TEL: (817) 701-4808 FAX: (817) 633-4153 O g tL 15. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE CL. CLOSET M.O. MASONRY OPENING CONTACT: DANIEL REEVES W R ft WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, CLR. CLEAR MTD. MOUNTED SCOPE OF WORK EMAIL: dreeves@pdmsdesign.com it w LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, Ce 0 (n NEW < AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE COL. COLUMN (N) PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. CONC. CONCRETE N/A NOT APPLICABLE ' CONSTR. CONSTRUCTION CY CONT. CONTINUOUS N.I.C. NOT IN CONTRACT 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, NOM. NOMINAL •Z• CO APPLICABLE CODES Z CTR. CENTER RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED NO. or # NUMBER Z SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL DBL. DOUBLE N.T.S. NOT TO SCALE O E H- DIA. DIAMETER O.C. ON CENTER BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE Q 0 0 M RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES DIM. DIMENSION OPNG. OPENING MECHANICAL CODE: 2007 OREGON MECHANICAL SPECIALTY CODE; 2006 INTERNATIONAL MECHANICAL CODE DEFERRED m z N WITH LANDLORD AND INCLUDE IN CONTRACT. DN. DOWN /'� 0 2 OPP. OPPOSITE PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE; 2006 UNIFORM PLUMBING CODE �S I V' co { DWG. DRAWING P. LAM. PLASTIC LAMINATE 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF (E) EXISTING PLYWD. PLYWOOD ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE; 2008 NATIONAL ELECTRICAL CODE Z E o < w z 0 THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. EA. EACH FIRE CODE: 2007 OREGON FIRE CODE o 'S riumbini D G E 0 PR. PAIR EL. ELEVATION P.T. PRESSURE TREATED ACCESSIBILITY CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 U I W G rn ELEC. ELECTRICAL war► w U) Ce N'" 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR EMER. EMERGENCY REC. RECESSED ENERGY CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 13 Aga O < !ii N < 0_Lo REV. REVISION �- o 2-A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. EQ. EQUAL REQ'D. REQUIRED '� 0_ (1) i � i F- VD' EQUIP. EQUIPMENT RM. ROOM OCCUPANCY USE GROUP: M-MERCANTILE EXT. EXTERIOR R.O. ROUgHgNING PE W 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. ) o F.A.A IRE ALARM S.C. RE BUILDING CONSTRUCTION TYPE: IIB o ° , F.D. FLOAT DIMENSION SCHED. SCHEDULE mot- PO c.0 20. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE F.E.C. FIRE EXTINGUISHER CABINET SIM. SIMILAR N COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE FIN. FINISH SPRINKLER SYSTEM: YES SPEC. SPECIFICATION PROJECT TEAM ,. REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL F.H.C. FIRE HOSE CABINET SQ FLR. FLOOR SQ. FT. SQUARE FEET TOTAL OCCUPANT LOAD: 64 AND DISPOSAL OF ALL TRASH, INCLUDING OWNER-FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S S.S. STAINLESS STEEL L CONTRACTORS FOR THE DURATION OF THE PROJECT. FLASH. FLASHING cn S.T.C. SOUND TRANSMISSION COEFFICIENT FLUOR. FLUORESCENT F.O.F. FACE OF FINISH STLD. STEEL +- STANDARD QUANTITY OF EXITS REQUIRED: 2 w F.O.M. FACE OF MASONRY ARCHITECTURAL MECH / PLUMB / ELEC = F.O.S. FACE OF STUDS STOP. STORAGE SEISMIC ZONE: 3 v w GENERAL NOTES F.R.T. FIRE RETARDANT TREATED STRL. STRUCTURAL o SUSP. SUSPENDED A0.0 PROJECT INFORMATION E1.0 POWER PLAN GA. GAUGE SYM. SYMMETRICAL o - G.C. GENERAL CONTRACTOR TEMP. TEMPERED A0.1 NOTES & SCHEDULES E1.1 POWER PLAN `-' j GYP. GYPSUM THK. THICK o IX 1. IT IS A VIOLATION OF THE LEASE TO FAIL TO CONSTRUCT THIS PROJECT ACCORDING TO THE "TENANT H.C. HOLLOW CORE Al A1.1 DEMOLITION PLAN E2.0 LIGHTING PLAN o o� I PACKAGE" REQUIREMENTS (TENANT DESIGN AND CONSTRUCTION CRITERIA CONSTRUCTION RULES AND TYPC TYPICAL CONCRETE CODE SYNOPSIS � = " HDCP. HANDICAP A2.1 FLOOR PLAN E3.0 LIGHTING FIXTURE SCHEDULE m o- z REGULATIONS FOR TENANT'S CONTRACTOR, AND SIGN DESIGN & CONSTRUCTION CRITERIA). ANY DEVIATIONS HDW. HARDWARE U.O.N. UNLESS OTHERWISE NOTED m Q W A2.2 FURNITURE PLAN E4.0 ELECTRICAL SCHEDULES AND POWER RISER >- m FROM THE CRITERIA OR THESE CONSTRUCTION DOCUMENTS MUST HAVE THE TENANT COORDINATOR'S HT. HEIGHT U.S. UNDERSIDE o -J SPECIFIC WRITTEN APPROVAL. HORIZ. HORIZONTAL VENT. VERTICAL A3.1 REFLECTED CEILING PLAN E5.0 ELECTRICAL SPECIFICATIONS / RESPONSIBILITY o c o H.P. HIGH POINT V.I.F. VERIFY IN FIELD AREA OCCUPANT OCCUPANT SCHEDULE HR. HOUR BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD A4.1 INTERIOR ELEVATIONS ~ 2. THE LANDLORD RESERVES THE RIGHT TO MAKE ANY ON SITE CORRECTIONS TO THE APPROVED PLANS. W.C. WATER CLOSET o _ IN. INCH WD. WOOD A5.1 STOREFRONT PLAN & ELEVATION M1.0 MECHANICAL PLAN ,;; m m 0 INSUL. INSULATION = c ) cn INT. INTERIOR W.R. WATER RESITANT . SALES AREA: 1835 30 62 A5.2 STOREFRONT SECTIONS M2.0 HVAC DETAILS & SCHEDULES cn 3. FIELD VERIFICATION IS REQUIRED BY TENANT PRIOR TO CONSTRUCTION. IT IS THE TENANT'S JST. JOIST W/ WITH INCLUDES SALES FLOOR, ENTRY RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SPACE. A5.3 STOREFRONT DETAILS M3.0 MECHANICAL SPECIFICATIONS VESTIBULE & FITTING ROOM A5.4 STOREFRONT BARRICADE & SIGN DETAILS M3.1 MECHANICAL SPECIFICATIONS / RESPONSIBILITY ABBREVIATIONS 2. BACK OF HOUSE: 439 300 2 A6.1 FLOOR / CEILING & DOOR DETAILS SCHEDULE T+r INCLUDES STOCK/STAGING, TOILET A6.2 PARTITION DETAILS * v, ROOM(S), & CORRIDOR A6.3 STOCKROOM TOILET ROOM DETAILS `� 'w` '`� * STOCKROOM ONLY: 284 SQ. FT. / �? t-. s Allik ELEVATION, SECTION REF. x FINISH KEY A6.4 HANGING SECTION & ARMOIRE DETAILS . ZTGA ► 12.5 OF GROSS pd LArrommiumoodos rielr... a . ‘...S)r m IMF DRAWING NUMBER A6.5 SEISMIC DETAILS e --3 Conditionally Approved '` DETAIL REFERENCE FURNITURE KEY - - - A7.1 CASHWRAP/BACKWRAP DETAILS See Letter to:Follow.................I 1 , '� 3. OTHER IMPROVED. SP-1 SPECIFICATIONS A �= �' � .'�"n c_.) Z rsekc, rtr _, DRAWING NUMBER +. � c,�- �i Permit N � ��� .� �`� SP-2 SPECIFICATIONS �i ., ► E�' REVISION N0. Ad. . , • 0 COLUMN MARKER 4. UNIMPROVED AREA: - SP-3 SPECIFICATIONS $y: *VW Date:'--4r ' PR S JECT ALL SPACE ABANDONED BY TENANT OR SP-4 SPECIFICATIONS INFORMATION-0- DATUM POINT RETURNED TO LANDLORD O KEY NOTE 5. GROSS AREA. 2274 64 REFERENCE STRUCTURAL DRAWINGS UNDER SEPARATE COVER (1 + 2 + 3) FOR ADDITIONAL CONSTRUCTION REQUIRMENTS KII:; DOOR MARK DOES NOT INCLUDE #4 UNIMPROVED AREA A OFFICE COPY SHEET NUMBER: LANDLORD NOTES SYMBOLS SQUARE FOOT BREAKDOWN DRAWING INDEX e Q • 0 , , , MARK LOCATION SIZE (NOMINAL) DOOR FRAME RATING DOOR HDWARE DETAIL NUMBER REMARKS I NOTES T = GYMBOREE C = GENERAL CONTRACTOR L = LANDLORD E = EXISTING width x height x thickness MATERIAL MATERIAL TYPE GROUP HEAD JAMB SILL FURNISH III INSTALL REMARKS FURNISH III INSTALL REMARKS A 0 ROLLING GRILLE /f�8' S 1/2" 8'-7 3/4" ALUM. N/A -- -- A 9 A5.3 10 A5.3 "� , „ 10 1 o STOCKROOM ElE11110101011111 GENERAL 11111111111111111111111 crazy fil O. SALES/CORRIDOR 3'-0" x 7'-0" x 1 3/4" S.C. WOOD METAL -- B B A6.1 A6.1 A6.1 SEE DOOR SCHEDULE EXISTING DOOR TO REMAIN. REF: NOTE #4 UNDER COORIDOR/STOCK DOOR 111111111111111:1111 BRING TO SKE NEW CONDITION DEMISING WALL STUDS 111111131C111111111113 03 CORRIDOR/ STOCKROOM EXISTING EXISTING EXISTING -- EXISTING B MOM HARDWARE NOTES. EXISTING DOOR TO REMAIN. REF: NOTE #4 UNDER COORIDOR/SALES 111113111111111111311111 DEMISING WALL GYP. BD. 1111111111131111311 PATCH AND REPAIR EXISTING AS REQUIRED O. TOILET ROOM EXISTING EXISTING EXISTING -- EXISTING C 111MIMOM HARDWARE NOTES. SEE DOOR SCHEDULE EXISTING DOOR TO REMAIN. NEW HARDWARE AS REAR SERVICE DOOR 1111111111131111111111 BRING TO LIKE NEW CONDITION CONCRETE SLAB ••• • • CUTTING/PATCHING BY G.C. �5 REAR SERVICE EXISTING H.M. METAL 1 HR C D PMIIMIM REVD PER SCHEDULE BY G.C. Malirdnill VCT FLOORING 1111311111111111131111 CONCRETE SLAB PREPARATION 1110111111111131111 VINYL BASE ••• • PARTITION FRAMING Sc GYP. BD. ■ gyfil „r-.\ 00 1111MIMILIFill MANAGERS DESK 10....10■ SUPPLIED BY MILLWORK VENDOR DOOR HARDWARE 10■■a■a■ SUPPLIED BY HARDWARE VENDOR FILE CABINET 11311111111111C1111 DEMOLITION INCIMENECNI CORPORATION 500 HOWARD STREET SAFE RSU$ U BOLTED TO FLOOR BY G.C. TEMPORARY TELEPHONE & FAX 1111101111111111110111 SAN FRANCISCO, CALIFORNIA 94105 •••• • IICIIIIIIIIIIIIICIIIII DOOR SCHEDULE MICROWAVE/REFRIGERATOR FIRE EXTINGUISHERS COAT HOOK STRIP •• • • SUPPLIED BY MILLWORK VENDOR LIFE & SAFETY ALARMS ••• • SHEET NOTE ;12 NOTE: ALL DOOR HARDWARE TO BE SUPPLIED BY TENANT HARDWARE VENDOR, WITH THE EXCEPTION OF THE STOREFRONT ENTRY DOOR BULLETIN BOARDS 1311111111111131111 CLEANUP • ••• • HARDWARE, AND WHERE OTHERWISE NOTED. MOBILE SHELVING SYSTEM 1131111111111111113111 SUPPLIED BY SHELVING SYSTEM VENDOR STOREFRONT lopmporiuggpip ,.,,, ,_, , , , , , 'A' STOREFRONT ROLLING GRILLE: 'D' SERVICE DOOR(PROVIDE NEW PER SCHEDULE): �' --£ _ : > LANDLORD TO PROVIDE BARRICADE AT SUPPLIED BY MILLWORK VENDOR BARRICADE ti:;-:-}:r- F .., i (1) G.C. TO PROVIDE BEST 7-PIN CYLINDER WITH CONSTRUCTION (1) PANIC DEVICE - DETEX 600 & CUSTOMER HOLD KIT 113111111111111:1111 - TENANT'S EXPENSE r; 'i ::... :. . ..:..: CORE AND KEYS (1) RIM CYLINDER (INSTALLED) CORE W/ CONTROL KEY » » ,: � ,Y-.�_� ,..p :: . { ) ( ) LADDER CLASS A ALUM. TYPE 8 LADE .3. COORDINATE WITH MALL OPERATIONS MGR. ,:.,:. :, - ROLLING GRILLE HARDWARE BY ROLLING GRILLE MANUF. (1) VIEWER UL 3300. BARRICADE GRAPHICS Amp TENANT TO PROVIDE GRAPHICS PER � a �' ���' ` P �'��'� ' - HC ACCESSIBLE SIGN/DECAL (1) CLOSER - PR DA 70 SHELF & HANGBAR STORAGE BINS SUPPLIED BY MILLWORK VENDOR _ � i ` RI H BARRICADE GRAPHICS GUIDELINES. `' ` ` -°,t-,'4 HINGES - T 179 NRP ; }y .;:' A,. r ',:, - BBW 435 (THESE DOORS TO REMAIN OPEN DURING BUSINESS HOURS) (3) GES BB 9 ACCESSORY BINS SUPPLIED BY MILLWORK VENDOR 3/4" REVEAL � ..° B/W SIGN/DECAL (1) KICKPLATE - 32 X 34 ARMOR PLATE 630EL. 131111111111111011 11111111111114111112M11111MAC Y } 'B' SALES/CORRIDOR/STOCKROOM DOOR: (1) DOOR SILENCER - GLYNN JOHNSON GJ64. 30" PLUG MOLD © MGRS. DESK ■ ROLLING GRILLE & HARDWARE CIIIIIMNCIIIII 711 N. FIELDER RD. (1) SMOKE SEAL - 797 W - 19 ARLINGTON, TX 76012 (1) PASSAGE LEVER - SCHLAGE, S10D-FLAIR, 626 (1) KICKDOWN STOP - BALDWIN 4105. CEILING TILE/ GRID 1111113111111311110111111 G.C. TO STAINED REPLACE TILES. Y DAMAGED,ETINGISSING GLAZING CHANNELS 1110111111111131111 (1) CLOSER - PR DA 70 (1) WALL STOP - SH 436 DOME STOP 626 PH: (817) 635-5696 (1) 5501, MERIT, HINGE PIN STOP, 626 - MALL SIGN AT EXTERIOR SIDE OF DOOR (SUPPLIED BY G.C.) ••••••• GLAZING & ACCESSORIES 1111011111111111011 (1) KICK PLATE - 11 X 34 DON JO 626 TOILET ROOM SILICONE w N - IIIIIIIIIIIIIIIIIIIIII WATER CLR. ■ (3) SILENCERS OSH6 HARDWARE NOTES CO / — . (1) DOME STOP - SH 436 - 626 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL AND STATE ACCESSORIES C11111111011111311 SUPPLEMENT AS REQUIRED. STOREFRONT 1" X 3" WOOD TRIM laIIIIIIIIIUINI POAINT. TRIM IS SUPPLIED PRIMED G.C. TO m (3) HINGE - TBB 179 NRP (E) HLW. MTL. ACCESSIBILITY REQUIREMENTS. z --- 2. ALL EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF CEILING •• ••■ STOREFRONT MDO BOARD CO / w S.C. WOOD DOOR DOOR/ FRAME C TOILET ROOM DOOR: A KEY, SPECIAL KNOWLEDGE OR EFFORT. � & HLW. MTL. 1111111111C1111111111 • ••• • FRAME VIEWER EXISTING HARDWARE TO REMAIN. G.C. TO VERIFY PROPER 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL • FLOORING & BASE WOOD TRIM AT CORNICE 0 �c Q v ° ° WORKING ORDER. NOTIFY GYMBOREE PROJECT MANAGER IF COMPLY AS FOLLOWS: L 0 -- ;� EXISTING DOOR HARDWARE IS MISSING, DAMAGED OR NEEDS = WAINSCOT •• ••■ STOREFRONT TILE BASE C11111111111111111:11111 •� REPLACEMENT. A. INTERIOR DOORS 5 LBS. o • �- P-5 P-5 B. EXTERIOR DOORS = 8.5 LBS. TOILET ROOM DOOR ILLUMINATED LEI IERS G.C. TO COORDINATE WITH SIGN VENDOR \_1, '� r - ••• • ••• •• r1-, C. FIRE-RATED DOORS - MINIMUM ALLOWABLE BY APPROPRIATE KICKPLATE IUi PANIC BAR WITH ADMINISTRATIVE AUTHORITY. WALL STDS., BRACKETS, SHELVES Q SUPPLIED BY MILLWORK VENDOR WINDOW DECALS •• •• G.C. TO COORDINATE WITH SIGN VENDOR -\ \ BOTH SIDES \ ALARM 4. FOR ALL EXISTING DOORS G.C. IS TO NOTIFY THE GYMBOREE CONSTRUCTION MANAGER IF ANY EXISTING DOOR HARDWARE IS REFER TO MEP DRAWINGS FOR DETAILED HVAC, PLUMBING, & ELECTRICAL INFORMATION POSTER TRACKS 113111111111111131111 SUPPLIED BY DISPLAY FIXTURE VENDOR MISSING, DAMAGED OR NEEDS REPLACEMENT. irnsimunami ' MALL FLOORING 111110111111111113111 G.C. TO MODIFY/EXTEND AS REQUIRED B INTERIOR DOOR REAR SERVICE AC (EXISTING CORRIDOR/STOCK (EXISTING TO REMAIN NOTE: ALL DOOR HARDWARE TO BE SUPPLIED BY TENANT HARDWARE a ROOM & TOILET ROOM) Sc REPAIR AS REQ'D) VENDOR. BULKHEAD ••• • G.C. TO TOUCH UP AS REQ'D. O &tL iii LL (NEW SALES/COORIDOR NOTE: AS REQUIRED FOR 1-HR RATED EXIT CORRIDOR • RUUUR Et w ii-< SUPPLIED BY G.C.) � c� •auuuu Q a DOOR TYPES HARDWARE GROUPS 1111111 = yr SALES AREA co 2' X 2' CEILING TILE & GRID Z � Z 1111131111111101111 P., K EY MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES SEE SHEET ° CO Z ARMOIRES & HARDWARE 1311111111111111111 SUPPLIED BY FIXTURE VENDOR ! u^ CD el PAINT / COATING M3.1 - Z N HANGING SYSTEM & HARDWARE 1011111111111110111 SUPPLIED BY FIXTURE VENDOR = n, P-1 PAINT BENJAMIN MOORE pc-38 "ARCADIA WHITE" PEARL FINISH SALES AREA/FITTING ROOM/STOREFRONT TRIM L6 0 o o8 PAINTING/FINISHING HU INSTALLED BY WOOD FLOORING SCHLUETER STRIPS SMrprillillr WW1' 11111411111r lirlirlir 111WIL E.144... FLOORING VENDOR U) 611 CO re "SQUISH PLYWOOD TRIM SUPPLIED BY MILLWORK VENDOR V r ' H a,o P-4 PAINT BENJAMIN MOORE 311 SQUASH PEARL FINISH SALES AREA - SEE SHEET A4.1 11311111111111113111 TRIM COMES PRIMED & IN 2 PIECES " 12" WOOD BASE EIIIIIIIIIEIIII SUPPLIED BY MILLWORK arc8922 © o 0 P-5 PAINT BENJAMIN MOORS OC-38 ARCADIA WHITE SEMI-GLOSS FINISH STOCK ROOM WALLS TO 12'-0" AFF, TOILET ROOM WALLS BASE COMES PRIMED - 0 # AND CEILINGS, STOCK AREA DOORS & FRAMES UMBING IEIEIEIIIBIEIIBIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMI 4" WOOD BASE •••• • SUPPLIED BY MILLWORK VENDOR , o BASE COMES PRIMED - PART ;C8923 P-6 PAINT BENJAMIN MOORS OC-38 "ARCADIA WHITE" FLAT FINISH SALES AREA GYP. BD. SOFFITS SUPPLIED BY DISPLAY FIXTURE VENDOR N N FURNITURE & DISPLAY FIXTURES 101111111111111111 SEE SHEET A2.2 ,., FLOORING / CASHWRAP BACKWRAP uumu■11■ SUPPLIED BY MILLWORK VENDOR FC-1 MALL TILE T.B.D. MATCH MALL FLOORING FROM STOREFRONT CLOSURE TO LEASE LINE AT ENTRY ENTRY VESTIBULE - COORDINATE WITH MALL REPRESENTATIVE CASH REGISTERS & WIRING BY POS VENDOR v w FC-2 VINYL WOOD ALLIED TILE AU NATURAL COLLECTION - EMPIRE WOOD EW-9; COLOR: SARATOGA CHERRY SALES AREA/FITTING ROOM AUDIO EQUIPMENT & SPEAKERS 1311.111110.1011 G.C. TO COORDINATE WITH MPO U IMPERIAL TEXTURE NO. 51899 - "COOL WHITE", 12" X 12" x 1/8" GAUGE VINYL FLAT PANEL TV ••• •• SUPPLIED BY DISPLAY FIXTURE VENDOR o 0 FC-3 VINYL COMPOSITION TILE ARMSTRONG COMPOSITION TILE STOCKROOM SEE SHEET ° J CLASSIC CORLON NO. 88729 - "BLUE YONDER" INLAID SHEET FLOORING SPEAKER & TV WIRING 1011111111011111 FC-4 SHEET VINYL ARMSTRONG W/WATERPROOF MEMBRANE AS PER LANDLORD REQUIREMENTS. TOILET ROOM M3•1 Lw p cc ■■■■■■■ tz az lir 'War 6+111167 Adr..-gra. Borarapralr,&vr Nola, 16AworAgrer7n 4 -invicr IvNirr itvr.;0 0 ?Pr.,/ w "WV 411.1.411116. . Mir alll■ l'ilvr4/411491,44WW4PW4M1r4WVir • 40717111PrIrEllir , livr..41k.Ahlr ' L i P. 0 C4nAtia41: iii:::: cn cn pair■ NW'��'�w�i���I' .: B• , Dm!olor + !� mro . , ` ' �4 ♦�'t�' To 7�?'',A : D � ' o '' �' CTRICAL VENDOR CATEGORY COMPANY MILLWORK / CASHWRAP FLEETWOOD -N Wr.,, DISPLAY FIXTURES FLEETWOOD 6 w CEILING DISPLAY HARDWARE HAMILTON �1 C-1 ACOUSTICAL TILE & GRID ARMSTRONG 2' SALES AREA �' 1:11_ 2 X 2' CEILING TILE "ULTIMA" #1912 W/ SUPRAFINE 9/16" EXPOSED TEE SYSTEM . WOOD FLOORING ALLIED TILE $--; g r.-1-4 BASE DOOR HARDWARE COMMERCIAL DOOR & HARDWARE .,' 0 B-1 PREFINISHED PLYWD. BASE MILLWORK VENDOR 12" H. & 4" H. X"3/4" PREPRIMED PLYWD. BASE. G.C. TO SAND THE EDGES & SALES AREA , SPRAY PAINT "P-1". BASE IS SHIPPED IN SEPARATE PIECES. SEE DTL. 1/A6.1 ROLLING GRILLE METRO DOOR �. / TILE STOREFRONT BASE (SUPPLIED BY TENANT)IMAGE 4" X 12"; COLOR: CREAM - POLYBLEND GROUT #333 "ALABASTER" SEE SHEET SIGNAGE TBD d B-2 CERAMIC LE CERAGRES TILE CONTACT: CHRISTIAN BENARD (514)384-2074 XT 302 ( ) E5.0 MOBILE SHELVING SYSTEM MOBILE MEDIA B-2A CERAMIC TILE WESTMINSTER #CS48F-F112 4" X 8"; COLOR: MARSHMELLOW - POLYBLEND GROUT #333 "ALABASTER" ALTERNATIVE STOREFRONT BASE (SUPPLIED BY TENANT) LIGHT LAMPS PQL N C)TES LIGHTING REGENCY B-3 VINYL BASE ARMSTRONG NO. 63 - "SILVER GRAY", 4" HIGH 1/8" GAUGE COLOR-INTEGRATED VINYL WALL STOCKROOM BASE HVAC LENNOX/ YORK & MOM SECURITY CHECKPOINT SCH D U L E S FIBER REINFORCED ELECTRICAL PANEL GE SUPPLY FRP-1 POLYESTER MARLITE WHITE, PEBBLE FINISH TOILET ROOM POS FUJITSU / ICL SHEET NUMBER: AUDIO/VIDEO MPO LAM-1 LAMINATE WILSONART #D403-60 "WHITE SAND" STOREFRONT DISPLAY PLATFORMS/FITTING ROOM BENCH FINISH SCHEDULE RESPONSIBILITY SCHEDULE • 1 , crazy (3 I 0 CO 0 I iLUflN I I CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 I I I 1 I 10 , a ..,,. ,, ,, , , . . _ H c ___ __ _ _ _ __ A o 0 1 \ 0 1 2 �CD \ 9 8 = oa 1 1 1 I f -e 0 i. o -i 0 ..., 0, I— — F--- --i L_j i I 1 Q I N �/ I 711 N. FIELDER RD. 0 m .. ,r ,,,,., 17-:°',,j1 ;V' ' 'I ' ` - . Ilkii. / I.___-1 5 0 0 (E)SALES AREA I iv _1-_..\ , ARLINGTON, TX 76012 / PH: (817) 635-5696 ra 0 0 0 { O ® ® ® ® '/ Ilm WN FOR REMOVAL/RELOCATION OF / I \ m vi. CO 3 T- 0 HVAC EQUIPMENT, DUCTWORK, / I \ IN ELECTRICAL AND PLUMBING I I \ Z 0 I L_ -I ; LINES. SEE MECHANICAL& ' I ' ' g �'--- ---1 ELECTRICAL SPECIFICATION O !' I--■ , 16 \ - S Q .. I SECTIONS 15009 AND 16009 I ( a v a RESPECTIVELY.COORDINATE 1 I I / ° = U © I v ` WITH LANDLORD. I � / ' / I / / 0 0 DEMO SUB-CONTRACTOR IS \ I I / i -I RESPONSIBLE FOR VISITING SITE \ I O 0 FOR VISUAL INSPECTION PRIOR \ E-L_ -� . TOABID. \ rjj// �1I O CI L, k: k1 Q I W m I ft W I I- - 0 0 Q a o u) iii 0 I I •• a a a I � i I I u) v) z I '' 0 CO z f.:2 it f (' I Q >_ 2 _ _ _ - __ _ _ _ g Z N 0 Z N z ° d am G o o z w � Wco aR.a Q LO 0_ a_ (11) � VOc I- Vo g O 0 .- NI- PO CD CNI N N 1/4"=111-0" DEMOLITION PLAN - 1 I w _ 1— T-- — 1. DO NOT BLOCK REQUIRED EXITWAYS. ERECT BARRICADES AND PROVIDE TEMPORARY LIGHTING IF REQUIRED 0 REMOVE EXISTING DISPLAY FIXTURES, WALL STANDARDS, SHELVING AND FURRING TO FACE OF DEMISING 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE AUTHORITIES HAVING JURISDICTION AND ALL o - TO MAINTAIN EGRESS PATH OF TRAVEL. PARTITION. CONDITIONS SET FORTH IN THE LEASE. © ' Z Cs 2. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE A HAZARD. REMOVE FROM SITE ON A O REMOVE ALL EXISTING FLOOR FINISHES TO LANDLORDS CONCRETE SLAB, CLEAN AND PREP FOR NEW EXISTING CONSTRUCTION 2. CONTRACTOR TO VERIFY FIELD CONDITIONS, PROVIDE OWNER WITH LEASE SPACE DIMENSIONS, AND NOTIFY o J REGULAR BASIS; DAILY IF REQUIRED. FLOOR FINISH MATERIAL. AND AND/OR FIXTURES TO REMAIN TENANT PROJECT MANAGER AND ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. w 3 REMOVE EXISTING CEILING, FRAMING, LIGHT FIXTURES, HVAC GRILLES, DIFFUSERS AND DUCTWORK. SEE 3. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR PARTITIONS DOORS DROPPED CEILINGS CEILING w 0 I 3. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. , CL cn HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE SUSPENSION SYSTEMS, SOFFITS, MERCHANDISE DISPLAY FIXTURES, SHELVING, AND WALL BRACKETS, UNLESS 0_ Z OTHERWISE NOTED. < AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 0 REMOVE EXISTING GYP. BD. SOFFITS AND FRAMING. m 4. REMOVE ALL ELECTRICAL AND MECHANICAL LINES THAT ARE NOT SPECIFICALLY INTENDED TO REMAIN. U J o 4. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY THE 5 DEMOLISH EXISTING PARTITIONS, SHOWN DASHED. EXISTING CONSTRUCTION REFER TO ELECTRICAL AND MECHANICAL SHEETS FOR INFORMATION ON EXISTING ELECTRICAL AND o O AND AND/OR FIXTURES TO BE REMOVED EXISTING WATER LEAKAGES AND MOLDS. MECHANICAL EQUIPMENT TO REMAIN FOR RE-USE. ALL UNUSED ELECTRICAL WIRING SHALL BE PULLED F-- O U O EXISTING TOILET ROOM CEILING, FINISHES AND FIXTURES TO REMAIN. NO WORK SHALL - - BACK TO THE MAIN SWITCH GEAR, ALL UNUSED PLUMBING LINES SHALL BE CAPPED IN THE WALL, OR o 1- 5. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF BE DONE WITHIN TOILET ROOM. BELOW FLOOR. U PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. (./)STOREFRONT, GLASS, GLAZING FRAMES, PLATFORM CONSTRUCTION AND SOFFIT TO BE 5. EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR ig cn O 5 REMOVED TO UNDERSIDE OF MALL BULKHEAD. SALVAGE L.L. TILE FLOORING. IF APPLICABLE. SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. GENERAL CONTRACTOR WILL BEAR THE SOLE 6. COORDINATE DEMOLITION WORK WITH STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. LINE OF CONSTRUCTION BARRICADE BY RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. a EXISTING DEMISING WALL TO REMAIN. DO NOT DAMAGE EXISTING RATED ASSEMBLY. PATCH AND ——B—— 7. ALL STICKERS/ GRAPHICS SHALL BE REMOVED FROM ALL WALLS TO REMAIN. G.C. SHALL PATCH/ REPAIR 8 REPAIRED AS REQUIRED OR INSTALL NEW TO MAINTAIN FIRE RATING. LANDLORD. V.I.F. 6. COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD ,,r, , ' GYP BD. AS REQUIRED. LEASE LINE. ,,._,ice_., REPRESENTATIVE.REPRESENTATIVE. ALL ABANDONED ELECTRICAL, TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND ' , 4 MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE REMOVED BACK TO THE LANDLORDS . (') ORIGINAL POINT. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. rs SHEET NOTES 66j EXISTING LANDLORD NEUTRAL REVEAL TO REMAIN, TYP. ti-'P g %:'7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE dc... q 11 PATCH & REPAIR EXISTING FIRE-PROOFING AS REQUIRED TO MAINTAIN FIRE RATING. WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT DUCT BE PROPERLY DRAINED (TO ►- C(__D r: 1. CAP AND REMOVE ALL EXISTING UTILITIES THAT ARE NOT REUSED BACK TO SOURCE E.P.A. STANDARDS) PRIOR TO DEMOLITION. SEE DEMOLITION NOTES IN MEP SPECIFICATIONS, SECTIONS .- �. - 12 EXISTING DOOR/ FRAME TO BE REMOVED. 15009 & 16009 RESPECTIVELY. N• r,' I 2. NO SAW CUTTING WITHOUT PRIOR APPROVAL OF MALL STAFF AND TENANT COORDINATOR. SAW CUT ON 13 EXISTING ELECTRICAL TO REMAIN. 8. NO DEMOLITION IS TO TAKE PLACE ANYWHERE OUTSIDE OF THE TENANT LEASED PREMISES WITHOUT THE . l �' GRADE ONLY. ALL OTHER AREAS TO BE CORE DRILLED. MAXIMUM CORE DRILL HOLE SIZE IS 8 INCHES. a E G ELEC C L 0 - �� .;� APPROVAL OF THE LANDLORD AND COORDINATION WITH NEIGHBORING TENANTS. 3. FIELD VERIFICATION IS REQUIRED BY TENANT PRIOR TO CONSTRUCTION. IT IS THE TENANT'S RESPONSIBILITY 14 EXISTING DOOR TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. 9. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, PREVENT TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SPACE. MOVEMENT OR SE I I LEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED. GENERAL DEMOLITION 15 EXISTING DRINKING FOUNTAIN TO BE REMOVED. CAP PLUMBING BELOW SLAB. CONTRACTOR WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SLIILEMENT, DAMAGE OR INJURY. 4. ALL EXISTING ITEMS TO REMAIN ARE SUBJECT TO LANDLORD'S APPROVAL. ITEMS TO REMAIN ARE TO BE IN "LIKE NEW" CONDITION. LANDLORD MAY REQUIRE REPAIR OR REPLACEMENT AT TENANT'S EXPENSE. 16 EXISTING ROLLING GRILLE/ COLUMNS TO BE REMOVED. 10. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE PLAN EXISTING CEILING, FRAMING, LIGHT FIXTURES, HVAC GRILLES, DIFFUSERS AND DUCTWORK TO REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. 5. TENANT CONTRACTOR MUST NOT COVER MALL CLEANOUTS LOCATED IN FLOOR AND MUST PROVIDE ACCESS 17 REMAIN. REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED, ABANDONED AND EXTRANEOUS TO ANY CLEANOUT LOCATED IN WALLS. ITEMS. BURNING MATERIAL ON SITE IS NOT PERMITTED. 6. SCOPE ALL EXISTING PLUMBING LINES AND JET CLEAN. 18 G.C. SHALL REMOVE EXISTING SHELVING BRACKET, PLYWOOD AND ALL UNUSED ELECTRICAL. PATCH/ REPAIR GYP BD AS REQUIRED. 12. ALL FIRE, SMOKE AND LIFE SAFETY EQUIPMENT SHALL REMAIN. DO NOT REMOVE OR DAMAGE DURING SHEET NUMBER: 7. VERIFY TOILET ROOM, FIXTIURES AND ACCESSORIES ARE IN GOOD WORKING ORDER AT TIME OF TURNOVER. DEMOLITION/CONSTRUCTION. LANDLORD NOTES a DEMOLITION PLAN KEYNOTES DEMOLITION LEGEND DEMOLITION NOTES . 1 0 82'-0 5/8" 0 0 crazy 8 - / 6'-5 1/2" LEASE LINE 73'-1 1/8" LEASE LINE 2'-6" / / ! , / 23'-2 5/8" V.I.F. / 28'-0" V.I.F. 24'-0" V.I.F. / 6'-10" V.I.F. / 5 -10 V.I.F. / 7 -9 1/8 I 22 -1 / 3 -6 , 18'-2" ( 3'-6" ,, 16'-2" 8 1i 17'-1 7/8" +/- / 47'-11 5/8" V.I.F. / gwva © -Q06 JL i (E) CORRIDOR CORPORATION SQ. FT.: 99 ► i ! AA 500 HOWARD STREET FLOORING: FC-3 r,,.---- A5.1 SAN FRANCISCO, CALIFORNIA 94105 i . _ 1 1 1 0 i _ _, r,r) —I..: .......... ... ,..... .... --1 A 0, -... 0 0.— i T ii ' rfi T fi�I' / T T Till N oo kill 1 1114 I / / III I I I iIII I 11 I i I I I III /////� III I 11,, _ ////// l i l I 11 1 M `Y' O FLUSH 1 � III CI) � ° ,. u:. / 27 ØQF ° -2 N I > \ '.*Cf. ' 0 El ) ''' ' 0 i 1 : 4. I I It - d I� II I i / I I - i f Q - - - - / A4.1 I r / t / I I �f ll��� ` I 1 '■ ___ LI Li IJ 3 /l//ll / c �� z \ 0 3F w 711 N. FIELDER RD. 3 S I _W 5 24 %` I 3'-2" 4'-3" 1111111111111111111111111111111111�■ I S:' r ARLINGTON, TX 76012---\ w > ® %I ; PH: (817) 635-5696 (E) STOCKROOM S ,; i§ Er-- I _ FC-1 j r,-) In Ecl SQ. FT.: 284 %' ��� w ' CD '��-�M I ca_ O z W N FLOORING: FC-3 C S % 1 _ I I © 3F O w I —' m E 2 A D 0 I J e v> N ... H % i I ; . z { ` J I" 483/8 `� '-2 1/2" N Y (E) TOILET ROOM 1 Q /�- / - - -I / EXIST +--�' I I A SQ. FT.: 56 ^� r �,,,■ //i e \ice \ r rJ d FLOORING: FC 4 ; ' ; 24 3F $1 „\ SALES AREA !� —1I 0 0 �� --. I 17 3F m ( 4A ►� 11 SQ. FT.: 1,835 - /° , 3 FLOORING: FC-2 I n n [ ,r, , a ,,, eI I d I H j '\\\ I \\\ \� \ :�? - - - - 1 1 i : i I I I A4.1 ; i O I-i- I I, A ,,, A ® W Z I� w d Q 4I°, L w o 6'-10 1 2" V.I.F. LQ J 3 hik ,) i \\1,\- ` I 1 ED I I = a 1 Q _I / - - 3F /` r i I I lit,����� . i I i =niiii i 1 i�t I a 13 Ii'i I IIII IlI! i I'Ii ¢ I Iii' I iilh / ^I a (/)0[ - � — I r- _ `\ \ B o I- CO Z O 0 N I— -- N I-- >a.0 NVv, c z Z o a a g _pi.— T-- o cy, 0 A<. 4ct = 0 z c a 1O'-7 1 8" 5„ ,- ,- >, 1 8 1/2" W O W (� w '.'C� " / / ,� 19 -2 / 3 6 / 18 -2 / 3 6 / 16 -2 / ,„% N QN 5'-9 3/4 LEASE LINE ,/ 73 -8 7/8" LEASE LINE 2'_6" > a. ; 0 w g o o ° ti d- in co N N N 1/4"=1'-0" v) - FLOOR PLAN .. 1 w _ 1-- , 0 EXISTING DEMISING WALL/ FURR OUT TO REMAIN. PATCH & REPAIR GYP BD. TO FULL HEIGHT AS REQUIRED 14 SAFE - G.C. TO SECURE TO FLOOR. G.C. TO ENSURE THAT NO OUTLETS, ETC. ARE LOCATED BEHIND U m cc W/ 5/8" TYPE "X" GYP. BD. PER RATING-FIELD VERIFY TO MAINTAIN FIRE RATING AT DEMISING WALL. PATCH SAFE & G.C. IS TO HAVE A TEMPORARY COMBINATION OF 1-2-3-4-5-6-#. o I-'J Z AND REPAIR GYP BD. AT FURR OUT TO AT LEAST 6" ABOVE CEILING. MAINTAIN ANY SMOKE EVACUATION EXISTING DEMISING PARTITION TO REMAIN. G.C. TO PATCH o °— O FREE AREA OPENINGS AT DEMISING PARTITIONS. CONFIRM WITH LANDLORD'S REPRESENTATIVE. 15 FILE CABINET. AND REPAIR EXISTING GYP. BD. AS REQ'D. E Q EXISTING DEMISING WALL TO REMAIN. PATCH & REPAIR GYP BD. AS REQUIRED W/ 5/8" TYPE "X" GYP. BD. 2 PER RATING-FIELD VERIFY TO MAINTAIN FIRE RATING. MAINTAIN ANY SMOKE EVACUATION FREE AREA OPENINGS 16 (1) 24" X 36" BULLETIN BOARD AND (1) 36" X 48" BULLETIN BOARD - SEE INTERIOR ELEVATIONS NON-RATED PARTITION: ONE LAYER 5/8" GYP. BD. ON p 1-2-j---:iiii: 0 SHEET A4.1. EACH SIDE OF METAL STUD FRAMING TO 6" ABOVE A6.2 m z AT DEMISING PARTITIONS. CONFIRM WITH LANDLORD'S REPRESENTATIVE. (TYP. FOR ALL DEMISING WALLS) w ADJACENT CEILING FINISH, U.O.N. REF: STRUCTURAL >-- 17 24"x 36" BULLETIN BOARD MOUNTED ABOVE DESK. COORDINATE CLEARANCES W/DESK LIGHT FIXTURE DRAWINGS e O 3 LEASE LINE. & SHELVING ABOVE. SEE ALSO O © F-- O 0 CASHWRAP/BACKWRAP SHOWN DASHED. G.C. TO PROVIDE CONT. CLEAR SILICONE CAULK AT A4.1 o I-'- 18 REFRIGERATOR AND MICROWAVE. '///////TI/ NON-RATED FURRED PARTITION: ONE LAYER 5/8 GYP. 1 w w CASHWRAP/BACKWRAP AT FLOOR. REFER TO AND ELECTRICAL DRAWINGS FOR REFERENCE. BD. ON ONE SIDE ONLY OF METAL STUD FRAMING TO 6" ``� m m v A7.1 ABOVE ADJACENT CEILING FINISH, U.O.N. REF: STRUCTURAL A6.2 v) 19 EXISTING LANDLORD NEUTRAL REVEAL. - -- -� 4A CORE OR TRENCH CASHWRAP WIRING TO THE END UNITS OF CASHWRAP. COORDINATE W/ LANDLORD. DRAWINGS. SEE ELEC. DRAWINGS. A 2O BACKWRAP IS SUPPLIED BY TENANT G.C. TO INSTALL AND ANCHOR TO FLOOR PER MANUFACTURER'S 5 LOCATION OF EXISTING ELECTRICAL PANEL, AND TELEPHONE TERMINAL BOARD. REFER TO RECOMMENDATIONS. I ELECTRICAL DRAWINGS. '` J�-�T 6 FLOOR PATTERN - INSTALL VINYL WOOD STRIP FLOORING IN DIRECTION INDICATED. 21 LINE OF SOFFIT(S) ABOVE. SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. Q a @:: SALES AREA FLAT PANEL TV. 22 AS BUILT DRAWING HOLDER, PROVIDE IN WALL BLOCKING AS REQUIRED SEE DETAIL G.C. SHALL HAVE TOILET ROOM TILE, GROUT AND FIXTURES PROFESSIONALLY CLEANED PRIOR TO TURN i c� r:;.- `8 OVER. G.C. SHALL INSTALL NEW ACCESSORIES AS REQUIRED. REF: 4/A6.3 AND 12/A6.3. (NO OTHER 23 DISPLAY PLATFORM LAM-1 "+ WORK SHALL BE PERFORMED IN TOILET ROOM) 0 a FIRE EXTINGUISHER - LOCATION & QUANTITY PER FIRE DEPARTMENT. 24 SHELVING ABOVE DOTTED, PROVIDE IN WALL BLOCKING AS REQ'D. ` o 6 a A6.3 � 0 MANAGER'S DESK. SEE A6.3 0 25 NOT USED ...... 11 BOX COLUMN AT CORNER. REF: STRUCTURAL DRAWINGS. FLOOR PLAN 26 3'-O" POSTER TRACK LOCATION (3 EACH BAY). INSTALL WOOD BLOCKING AS REQ'D. ® BOX BEAM. REF: STRUCTURAL DRAWINGS. A SEE FURNITURE PLAN FOR LOCATION. 13 MOBILE SHELVING SYSTEM: FIXED UNIT (8'-0" HIGH), WIDTH AS NOTED. SEE m FOR 27 LINE OF EXISTING SOFFIT TO REMAIN. a A6.3 ANCHORING TO FLOOR. {� MOBILE SHELVING UNIT 8'-0" HIGH) DIAGONAL LINE THROUGH UNITS INDICATES THAT THEY ARE 28 G.C. TO SUPPLY AND INSTALL SHELVING/ STANDARDS. COORDINATE EXACT PLACEMENT IN FIELD W/ ( ) GYMBOREE PROJECT MANAGER 10 SHEET NUMBER: INSTALLED BACK TO BACK ON A SINGLE CARRIAGE. SEE 8/A6.3 FOR TRACK ANCHORING TO FLOOR SEE ALSO A6 2 FOR MTL. BACKING PLATE DETAILS. SHEET NOTES FLOOR PLAN KEYNOTES PARTITION LEGEND A2 • 1 0 0 0 CraZY il , 1 6'-4" 4'-1 0" 6'-8" 6'-8" / 4'-1 0" 61-8" 6'-8" 4'-1 0" / / / gwooRee CORPORATION 500 HOWARD STREET ,--- 11....6- ry 2'-0" 2'-O" '-0" 1 EQ. / . IM EQ. 2'-0" 2'-0" 2'40., ` . • d 4, EQ,0" 2 -0" 2'-0");;EQ. / / EQ ilk 2'-O"/2'-0"/2'-g>/ .. .. , II ED,0 2 -0" 2 -0" .-EQ. / / // ... EQ. 2 -4"2'-§Q- 111111■11= 41110/1 A SAN FRANCISCO, CALIFORNIA 94105 1-54"-X60 --I- , I 1 d - - I - ....." gill 1111111P (1) 801:4) -0 &A.A. ....A r- il/0 -1 -0 ....„ 1 801 ' -0 Ami -0 CE8014) 0 \\ x / CORRIDOR FIRE EXT. 48"x48"11 /44 8050 0 0 • • -0 . , . / • ic:) 1 1 I 1 c(.•(-)j) 8080) '-^807_f[D . Li' II■milli 08040 \ I I I I GIL, / 0 0. \ 1 — L._c._, _... _, , (--,,,-- , ,,,, , I , ,__....._ .,._, C8030 • 4V5?) , , , -cNJ ...... 1 L_I L.J L.J1 C8011 II \ C8011 .- - . 1.■ --1----- 4111‘ 1 - sum= .,J I 3F S O 1 IN -- 11111111111111111111111111111111H111111111 _ __ ,,,toll HHHHHIHriiiimiffiffiffilliffiffiffiffiffiffiffi r ---- , r 3F Lc3 ,.... 711 N. FIELDER RD. I C8021 , 411111111 _ _ , , ARUNGTON, TX 76012 / 5------EXISTING ELECTRICAL EQUIPMENT STOCKROOM 3F S S PH: (817) 635-5696 [ i0...--0-,! _ —1 3F I U r-- H SALES AREA c) CW " L ___ C6802D 0 0 0 0 I c) (800 i.) 01 1 1 I I I I I I I 11 co Q 3F H 40 . , (6.8066) (-6806o) (Q\,,,„ %,,i:2 0 3F I 11 I Z (0 u I . , H • I I 1.1.1 , , w fil , \ r---a ..,---- / 3F I I 0 6 L J COT80) A r. I- - / \ H 1 UC3-Ciipi X° A i 3F / \ ' . \ EXISTING / H — / (1.1 \ . ci 1 \\ TOILET ROOM, 3F LJJ Ir-ir—m---11 , ca-807D \ ,. C8030 1-1 - - -, H c) 1 -cN, I cc138 1 CEC-111D0 Lrc.0) 1 Fs) C8011 r- =...ro-1 Q..) 1 \ / I I i I I I I I C8011 'V"- '0' 0,4 cf r cal r-i O : 1 --- _____ ____- -,.., •• • • I I < . -0 0 -C) 0 -0 ) L 3F ' 1 -0 (,_C8014 -0 ...- " ii.i -0 8011.-)1 _ __, -0 (61(Y-TD -0 // Ce LU E< g 1— 4-2....., r ArAro D n 7 • . FY ,1 %.........—• / k '"A Li! .....__.,,,frizzi., FY 1 1 H / I q.% % , . I . . T < B a a / / / "*/ _ /' 4/ EQ ' / / /i/ 4<_Er, i.if . Z Cin z 6'-4" EQ. 4'-1 0" EQ- 6'-8" EQ. -1-"'t* 6'-8" EQ- 4'-1 0" 61-8" EQ. ". 6'-8" 0 CO z lc? " EQ. 4'-10" EQ / 4'-7-8" EQ. 0 01 >01 1-0 3 g(T) 1;i l ce 0 L.L. N z a < ce z — o z .2 c _ "5 I— I * ci L.,c„, 0 w U) LU u) ce 31... --) .:( !z() N < E LC) 0 CC a. ;," 0 0 u) a) F-7 V) 5 ...„ ....,, 111111111111M = 44" WIDE EXITING PATH OF TRAVEL wt. ro C•1 _ . .. (•1 1/4"=1'-0" c.) FURNITURE PLAN 1 w S I-- KEY FIXTURE KEY FIXTURE 0 2 SECTION ARMOIRE - SEE DETAIL 5/A6.4. SUPPLIED BY TENANT & INSTALLED BY G.C. 0 c.t K' Lii 0 0_ 1. ALL FURNITURE PROVIDED BY DISPLAY FIXTURE VENDOR U.O.N. AND REQUIRES PARTIAL ASSEMBLY FOR CC_8006) CASHWRAP (BY MILLWORK VENDOR) 0 TYPICAL HANGING SECTION - SEE DETAIL 1/A6.4. SUPPLIED BY TENANT & INSTALLED BY G.C. ........ < INSTALLATION. CONTACT: B&N INDUSTRIES, GWEN GONZALES AT (650) 593-4127 x301. > w 0 CC800:7) BACKWRAP (BY MILLWORK VENDOR) 0 TV ARMOIRE - SEE DETAIL 6/A6.4. SUPPLIED BY TENANT & INSTALLED BY C.C. x Q_ 2. G.C. TO REMOVE ALL LEVELERS ON THE PERIMETER ARMOIRES. ALL OTHER FIXTURES ARE TO HAVE ci_ m < LEVERS FOR MAKING ADJUSTMENTS. (C801) T AMOIRE 0 NOT USED. M 3. G.C. UNPACK ALL WALL HARDWARE AND SHELVES PRIOR TO PUNCH. ALL SHELVING TO BE WIPED DOWN. AMOIRE 4' F LAT PANEL TV - SUPPLIED & INSTALLED BY TENANT. 0 w 0 i-- 0 LI_ ci c40102D Ti AMOIRE 0 BACKWRAP IS SUPPLIED BY TENANT G.C. TO INSTALL AND ANCHOR TO FLOOR PER MANUFACTURER'S LIJ LI al n = RECOMMENDATIONS. = (f) v) 0 0 802) TV AMOIRE SIDE UNIT 0 T-ARMOIRE SUPPLIED BY TENANT IN PIECES G.C. IS TO ASSEMBLE AND INSTALL. G.C. TO ANCHOR TO FLOOR AND TO F.R. PLYWOOD BACKING BEHIND WALL - SEE DETAIL 11/A6.4 Q8030 3 TIER CIRCLE DISPLAY TABLE ,,.‘ ,CT IN C8040 DISPLAY TABLE AND DRAWER UNIT it ,...z,. (EE) T-STAND t1/4 cEGORD ACCESSORY FIXTURE --! .?: .... 0 ! El! C;) 806D ACCESSORY FIXTURE tec., . V( ,.-r i ,.., 807_0) FLOOR RACK FURNITURE C8080 HANGRAIL ROUNDER _ PLAN SHEET NUMBER: SHEET NOTES FURNITURE SCHEDULE FIXTURE PLAN KEYED NOTES . A2 . 2 , crazy kil _ 0 0 0 ' i C 0 D 0 (E) CORRIDOR ' CORPORATION E GYP BD. CEILING @ 7'-2" A.F.F. I EXIST 500 HOWARD STREET I SAN FRANCISCO, CALIFORNIA 94105 (E) CORRIDOR + 8'-O" AIF.F. + 1O'-O" A.F.F. + 10'-O" A.F.F. E GYP BD. CEILING @ 9'-O" A.F.F. GYP. BD. S FFIT YP. F IT {: = r: Q G BD. SO F GYP. BD. SOFFIT = ;;. y". EXIST P-6 _ 6 P 6 . 1 _ / A /// r/ rrrr/r/ r r f--I ---A EX 4 t a i 2 € r 5 -00 :C C� C� C C 1 r: r::i ; i��niiir/. ; r I` I 0� GYP. BD. SOFFIT - y I I i I { i ` I P_6 ,''': ,:"L,',,-''_,''',.:-':,1,''',,"'',;'' ,'1:''''.."r r.':'' ','"':,1',:"-: :, EXT3T3 1113T3T3 €T3 1T3 ,T3 T3 T3 T3 T3 T3 T3 T31 T3 T3 13 T T3 T T3 T T 13 T Q. d II EX 6 E I Q.� i D E I . 1► _ wc� __. _t__-__T3 _ c� i._I3_...--_-- _..-_ Ta3_ c1 __.__.__., i f t- `�' % 2 0 �1 q , ._�...�1 { .. T3 f1 w '.. 3/ / I_I T3 1 T3 j 3 > 1 11 •N / �A1 A/ FT3 1�, E ARLINGTO76012 % C1E C1 C1 C1 C1 Al _ j I E ) -2,j, I ' '- ' PH: 817 635-5696 X1 xl, a. i ; Q Q Q Q Q T3 F / S S Q / 2 i 1 IA1A j �/ OA1 ® �A1A Al DA1 4A1A O OA1 Al COA1A 0 OA1 O ;UPA1A, 4 4 1-: , - . 4- -- -- - 1- \ EF,-; CNI / I C � i / i l� ' 5 c E � L EX �.. E _ E _ ,, EQ. 11 -6- I i Q. ��■--i . . , . , , , . . , ,! 1 1 i J, .1 1 . ; ° CO Tim I Ida 1 i _ = E 4 I N I Ti øj' I I I EQ. i EQ I »° t I T3 ; z r � r` $ i I 1 I ' E ° 1 8 w E Q © .S. p F s I EQ EQ , EQ. EQ. Q i ___________ lil ,,,4'il._6” A,--- 1 I 1 icy-0" A.F.F. t! U / i l p I �A1 0 0A1 DA1 I ��A1 3 DA1 DA� I DA1 �'c�A1 ®A1 DA1 I DA1 ; DAl li p I I I I � X1 3 i ' MDO BD. SOFFIT _.d_. -- -_« .-_ .__ 11 a I A .1 I I I I 1 I P-1 EX ` % 1 I ¢ 6 € ' i; -- I— I { 1 1 p I I I I I D I 6 I I I'. I 0 _ 4— . _. ,, T3 I € I �I 14 1 I 1 g EX j I 3 I I r�: r' s rij: All A ra CI i I VSD � Q I 1 Ø36' }` T ® /�� © ; D �A1 DA1 Q. Al '_ " 0A1 ; �A1 ! �A1© Q. Q �I Al A _ Al /Q, �A1 I Q Q ; O 2 Q Q © , 0€ 1 1 /I ,f € _ TD I E LLI • __ ._._ _ ._. _. 3, 0„ ci I i �� �� 1 6 ; C 1i 1 .:11E11I1 �', T3 ; T3 �1$ a D c E t G - C 1 1 Q Q VP, ..... ............._ _ jo/./ EX w-m ao i 1 i I i � D T I qD �, / T3 1� z d 1 d I o yA A A , ♦ 1 A ♦ ♦ A. ♦ A A A A A T3 T3 X1'3 gT3T3 T3 °T3 'T3 s ! ro Z 1 , , T3 ; T3 1 T3 T3 T3 i T3 T3 T3 T3 T3 T T3 T T T T 4. T 41.k. T;�_ Z [v I __-- ---4-R 1 I I _ __ _ I I 11 -3 1/2 A.F.F. t- ` C1 I I ��I ! I • '' 1 ������� j ' � _ • C 1ri . ___- ____ / ,/ I I 1 f 4 1< w r I i Y l p r p NOp Z 1.... VSO i I I I 1 _ -�_ _d _..w ____. _ _ t ' I Ir GYP. BD. SOFFIT Z ,T wr,.- , = I` ��y�r.x i P-6 O Lr_ +p) —❑ —_-1:1- ❑ ❑ B z N a r., 1 I v EW � o 0 W� E) TOILET ROOM STOCKROOM SALES AREA SALES AREA SALES AREA z v ti » » , » � Q Q N Q a.� E GYP. BD. CLG. @ 8'-0" A.F.F. E A.C.T. CEILING @ 11 -4 A.F.F. A.C.T. AT +11'-6" A.F.F. A.C.T. AT +11'-6" A.F.F. A.C.T. AT +11'-6" A.F.F. i ' r a. H Z'o EXIST EXIST O C-1 C-1 C-1 AI _ A6.5 A A6.5 a A6.5 0 0 0 ° "4- ril co N N N r r r r L 0 w = I- U K. w O � J (--n- ..— 1/4"=1'-0" w REFLECTED CEILING PLAN - 1 w 0 � W ›.- --I 1• FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD AS PER GENERAL CONTRACTOR. ALL AUTOMATIC FIRE M SPRINKLER SYSTEM ENGINEERING, MATERIALS AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE 0A1 RECESSED COMPACT FLUORESCENT DOWNLIGHT. o -- SPRINKLER CONTRACTOR IF REQ'D AT TENANT'S EXPENSE. O LINE OF CASHWRAP / BACKWRAP BELOW. • SUPPLY AIR DIFFUSER (SEE MECH. DWGS.) o 0 o v 2. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE, AND MUST BE APPROVED BY 2 3'-0" POSTER TRACKS, TYP. (3) EACH BAY. ca w BUILDING MANAGEMENT. SUSPENDED LIGHT o W � � A. SALES/COORDIOR/TOILET ROOM AT GYP. BD. CLG. - FULLY RECESSED WITH COVER PLATES TO RETURN AIR DIFFUSER (SEE MECH. DWGS.) _ MATCH GYP. BD. FINISH C3 INSTALL DUPLEX RECEPTACLE PARALLEL TO STOREFRONT GLAZING. - / D Ve) V) _1 B. SALES AREA/ STOCKROOM AT A.C.T. CLG. SEMI-RECESSED CHROME WITH WHITE ESCUTCHEONS A SURFACE MOUNTED TRACK HEAD. SEE ELECTRICAL DWGS. C. STOREFRONT - FULLY RECESSED HEADS WITH COVER PLATES TO MATCH GYP. BD. FINISH. ® SUSPENDED LIGHT @ 8'-6" A.F.F. T3 3. REFER TO ENGINEERING DRAWINGS FOR ELECTRICAL, LIGHTING AND HVAC WORK. COORDINATE ANY ( 10"D VISUAL SURVEILLANCE DOME 'k' ' DISCREPANCIES WITH TENANT PROJECT MANAGER. �.J SPEAKERS AT BOTTOM OF 1V ARMOIRE. SPEAKERS AND TV ARE ON SEPARATE SOUND AND DVD EXISTING LIGHTING TO REMAIN. G.C. TO CLEAN/ RELAMP. VSD w SYSTEM. E � -,t,,,,,„ 4. BACK TO BACK SWITCHES ARE NOT ALLOWED. OFFSET A MINIMAL DIMENSION WITH A METAL STUD IN �F`i'-- BETWEEN OPPOSING SWITCHES. 0 CEILING MOUNTED DUPLEX RECEPTACLES, SEE ELEC. DRAWINGS. I O EXISTING LIGHTING TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. CLEAN/ RELAMP. ):( EXISTING EXHAUST FAN/ LIGHT. G.C. TO VERIFY PROPER WORKING ORDER. = E 5. SWITCHES SHOWN IN THE SAME LOCATION SHALL BE GANGED ON THE SAME COVER PLATE. �, � 6. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED �:_/ EXISTING TOILET ROOM EXHAUST FAN/ LIGHT TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. EXISTING G EXIT LIGHT TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. '` c c� APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE RECESSED MUSIC SYSTEM SPEAKER. GC TO COORDINATE LOCATION WITH a DRAWINGS. CD G.C. SHALL REPLACE ANY DAMAGED, MISSING OR STAINED CEILING TILES. MODIFY/EXTEND AS REQUIRED AUDIO/VISUAL VENDOR. ^,M 11.14 fa t 7. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF AT NEW WALL CONSTRUCTION. STRUCTURAL JOIST ABOVE. 8. HANGER WIRE AT SUSPENDED CEILING SHALL BE 8 GA., AND 10 GA. AT SUSPENDED ACOUSTICAL TILE 1 X� LED EXIT LIGHT WITH BATTERY BACKUP. REFLECTED 1 CEILING. WIRES SHALL BE ATTACHED TO STRUCTURAL STEEL ONLY, WITH U.L. LISTED CLAMPS. DO NOT ATTACH SUPPORT WIRES TO MECHANICAL EQUIPMENT OR PIPING. SCREWS ARE NOT PERMITTED IN THE CEILING PLAN METAL DECKING. 9. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED. 10. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT, CONTACT LANDLORD FOR REQUIREMENTS. REVIEW SHEET NUMBER: CEILING ACCESS REQUIREMENTS WITH TENANT PROJECT MANAGER PRIOR TO INSTALLATION OF ACCESS PANELS. 11. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND SPECIFICATIONS. L _ SHEET NOTES REFLECTED CEILING PLAN KEYNOTES REFLECTED CEILING PLAN LEGEND ■ 1 P-5 CraZY a DELIVERY BUZZER WALL MOUNTED P-5 WALL MOUNTED LIGHT FIXTURE MOUNTED MTD. AT 9'-0" SHELVING, SEE 5/A6.3 UNDER SHELF-SUPPLIED BY WALL MOUNTED WALL MOUNTED SHELVING, SEE 5/A6.3 TENANT & INSTALLED BY G.C. A.F.F. P-5 SHELVING, SEE 5/A6.3 SHELVING, SEE 5/A6.3 B.O. (E) CEILING 0 • / WALL MOUNTED P-5 / SHELVING, SEE 5/A6.3 _ P 5 .. n n p_5 P-5 0 TYP. •.-- p_5 p-5 TYP.. Ii-'m�-�.�i�� (2) QUAD OUTLETS (MOUNT TYP. TYP. TYP. ; TYP. r1i-J!'-IF' ABOVE MGR'S. DESK 6,_2„ .� ��, I _i I FIXED FIXED; ( " FIXED�l INSTALL 24» X 36" B ULLETIN { CORPORATION -_r_- `�''�- BOARD ABOVE DESK/ UNDER +- _ -—' -� _" ( , 500 HOWARD STREET II AREA FOR LIGHT FIXTURE \ \ P-5 I SAN FRANCISCO, CALIFORNIA 94105 ELECTRICAL II PANELS 30 PLUGMOLD MTD. TO I \ \ , BEM I - -• 111.....: I J ,_____ WALL ABOVE MGRS DESK i, j , INSTLD UP G.C. SUPLD LDB G I - i ® o / I ' i SAFE - i,;;: C� I 0 0 A.F.F.LN fl / ;i P-5 B-3 \ B-3 -MOBILE SHELVING - B-3 B-3 - B-3 - B-3 - B-3 B-3 FINISH FLOOR DATA, QUADRAPLEX RECEPTACLE, TELEPHONE » TYP. TYP. (3'-0" W. x 8 0 H. TYP. TYP. TYP. TYP. TYP. TYP. OUTLET AND (2)DUPLEX RECEPTACLES 6 O.C. x 1'-6" D. TYP. MOBILE SHELVING 20" W. X 11" D. SHELF AT )� (3'-0" W. x 8,-0„ H » QUADRAPLEX RECEPTACLE AND TELEPHONE 20 A.F.F. BY G.C. » x 1 6 D.), TYP. OUTLET © 2'-0" A.F.F. A B D 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 ELEVATION AT STOCK / MANAGERS DESK _ 3 m z co g w a Y Q 0 U2 =U v PAINT ABOVE TRIM P-1 TYPICAL HANGING SYSTEM Ali - PAINT ABOVE -WOOD TRIM 3 WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE Ani, -WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE 3 -WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE 3 - P-1 I IN Q A6.4 TRIM p-1 PAINT p-1 A6.4 PAINT p-1 TRIM P-1 A6.4 PAINT p-1 TRIM p-1 A6.4 PAINT p-1 TRIM P-i A6.4 W O Et gLL 11-6" A.F.F. ah 11-6" A.F.F.B.O. - CEILING W Q B.O. CEILING P-1 - P-1 -- < 1 0 9'-0" A.F.F. y 9'-0 A.F.F. J ; _ T.O. TRIM _ T.O. TRIM € _ i 1_...."_. Z _ • �__ ?j 1 41 a g EXff P-4 I 1 I O 1 i I ~^ i L I L 7 a jL �' t1 ± Z i I 1 I ( I I I I i , • _ - Z f f ,— -I I I 1 I . . 1 i . , t- € j - Q o oz Nee) L_ \ CNA \ I Hio . r�1)*N 1 I p P-4 I - ��4 ��� P-4 P-4 P-4 ° - P-4 ° I �' P-4 ' P r 4 = w i I I �) I i 1 I = I i ' 1 — ?.+ O Z s 1 °- ,, I I i j 1 j 1--- = D w 1 1 f I I I I f I ; I W F..)I 1 1 { I 1 I i r N Q 1 f 1 I I f Q I I I_ a - i - _ 1 f I 1 I rinirm._ a O Q o 0 ilL a'-0" A.F.F. n -_ c�I� I�,/ 0'-0» A.F.F. y 1 y�' iii �� �� I�� ���� �: ��� 0�.. F= a o- 1 - - - Ta er M FINISH FLOOR 2 B-1 TV ARMOIRE. REF: 6/A6.4 _ B_1 _ -PAINT DOOR & FINISH FLOOR B-1 2 SECTION I B-1 B-1 B-1 2 SECTION © B-1 B-1 2 SECTION a 0 rn o TYP. FLAT PANEL TV TtP. FRAME p_i Trp ARMOIRE TYP. TYP. TYP. ARMOIRE TYP. TYP. ARMOIRE � o 0 0 A6.4 A6.1 A A6.4 A6.4 d- M o SPEAKER 2 N N N A6.4 1/4"=1'-0" REAR SALES WALL ELEVATION _ 5 SALES AREA ELEVATION _ 2 w _ � � U m W o 0_ o En`- J Q W 0 W a. V) F- 03 < Z EXIT SIGN CENTERED 0/ENTRY 1 X 3 WD. TRIM SUPL'D a 1 X 3 WD. TRIM SUPL'D - SIGN READING "THESE DOORS TO BY TENANT & INSTL'D BY 0 M BY TENANT & INSTL'D BY � P_i REMAIN OPEN DURING BUSINESS G.C.- PAINT P-1 » o O P-1 - PAINT ABOVE - TYPICAL HANGING SYSTE WOOD TRIM- PAINT ABOVE - TYPICAL HANGING SYSTE WOOD TRIM- /". PAINT ABOVE - TYPICAL HANGING SYSTE G.C.- PAINT P-1 allik p-1 TRIM 3 A6.4 P_1 PAINT A6 4 P-i TRIM p-1 PAINT A6 4 P-i TRIM HOURS... CENTERED OVER ENTRY o d- 1 11-6» A.F.F. AA 11-6" A.F.F. ja w W - P-1 - P-1 B.O. CEILING IV \ I y�� B.O. CEILING v) v) J C-1 // // — r- // C-1 M $ M 1 �. , I y _ 1 9 ( P-1 r ti a' AFF. 41_i .,._T,, §r �� - - ' 1 - T.O. TRIM p-1• I 1 i I 1 E E 1 f E i 1 I L t I 1 I I I L _I' 1 1 1 1 1 J I 1 ! 1 X 3 WD. TRIM �= �' 1 1 fi i 1 1 8 -0 A.F.F. , 1: " , 1 I I i ;� I I i I i f i f - _ 1 2 CLR. SUPL D BY TENANT • ( P-1 Z v� N . . . . . f I I I - I I I f i 1 . . . I B.O. SOFFIT �' Q ..,c % = i I 1' I I 1 ! 1 I I , TEMPERED & INSTL'D BY G.C.- ' 1 ! i I I I 1 I GLASS (TYP.) - 1/2» CLRTEMPERED ,t_ f _ L:::LT: M'ALL P- 4 I P P 4 f P 4 P 4 = 1 I //r+ P_4t// 1 I I I nI i I I I I C I 1 I I I f 1 e� 1 1 I 1 1 I 1 I 1 I I I 1 // // I P-i // // _. ' 4# i i I i 1 I I i 1 I 1 1 1 i 1 - / r . _ r r l • , �i�.. � �i�:a i�.� i _; r�i,. ;- ., ��� O'-0» A.F.F. °, r° n O'-0» A.F.F. INTERIOR./........\ 2 2 SECTION B-1 B-1 j- 2 2 SECTION 1 B-1 B-1 J- B-1 2 SECTION 2 B-1 1 FINISH FLOOR B_1 __ -j B-2 I I B-2 _ B_1 FINISH FLOOR ELEVATIONS A6.4 ARMOIRE TYP. TYP. A6.4 ARMOIRE TYP. TYP. TYP. ARMOIRE A6.4 rip. A6.1 TYP. e TYP. SHEET NUMBER: 1 I I 1/4"=1'-0" 1/4"=1'-0" SALES AREA ELEVATION 4 STOREFRONT INTERIOR ELEVATION 1 A4 . 1 , I I I t I CraZY 8 —3/4" MDO BD. PAINT P-1 3/4" MDO BD. PAINT P-1 gWN IONee 1,, X 3" WD. TRIM SUPL'D INDIVIDUALLY MOUNTED STOREFRONT WOOD CORNICE BY TENANT & INSTL'D BY SIGN LEI I ERS CENTERED IN PANEL - PAINT P-1 2 Alik CORPORATION G.C.- PAINT P-1 /EQ./ A5.2 SEE Allh EQ. , 1 3/4" MDO BOARD A5.2 WOOD CORNICE / f A5.4 PAINT P-1 PAINTED p_i 3/4'' X 3/4" BLACK --c.N, ,,/ .--ALUMINUM REVEAL BY ...-, 500.11 W:RD STREET SAN FRANCISCO, CALIFORNIA 94105 G.C. . in co V all 1 I • / 3/4" X 3/4" BLACK MUM= - l' \ ALUMINUM REVEAL BY r \ \ ..., , . „ . G.C. / -,, co __ cD, 1 7-) C r la_J — -4 '\ V) _ _ a z y a ihh, or- P-1 I I I --,N \ 3/4” MDO BOARD // // • // // '. ':,q'=,,;',,_i'';';',■P, ,57::;1-, ,M-4-, 1]N,-„,,r,;;R,,,,,,;,,,„_, PAINTED p_i / / ' \ / / 41111) 711 N. FIELDER RD. cL) 3/4" MDO BOARD li P-1 A .3 ARLINGTON, TX 76012 ...\\%., / LL_I PAINTED p_i = 1" X 3" WD. TRIM PH: (817) 635-5696 = CO SUPL'D BY TENANT ___I & INSTLD BY G.C.- dC c4 ___J LEASE LINE < 1.1.1 PAINT P-1 m 1r- LL._ m 0 MDO BOARD M Tin LLI SUPL'D BY TENANT PAINTED Z (C) cD (75 INSTLiD BY G.C.- . (2L i ROLLING 1.1.1 Ld PAINT P-1 (f.- SUPLD BY TENANT 1 GRILLE ENTRY — W 1.2< I, & INSTL'D BY C.C.- I 0 0 PAINT P-1 3/4" MDO BOARD ,_ PAINTED p_i . cp I ..... LEASE LINE _ --.1-1 CD — — 3" H. VINYL LEI I ERS SUPPLIED & INSTALLED EXISTING LANDLORD BY SIGN VENDOR ON REVEAL STRIP INSIDE FACE OF GLASS NOTE: G.C. SHALL PROVIDE AND INSTALL EQ. EQ. SIGNAGE COMPLYING W/ DETAIL 3/A6.3. / dr )1/ EXISTING LANDLORD CI crazy 8 COORDINATE PLACEMENT IN FIELD. \- Cray 0 g LI- III re L.L. /// /// I. // g i 4 w CI(n / I .'" I / / < _ i 1 \ n m V __J la, 1 I ell J IN a a u) MIL 1 NMI IIIII/JMIIIIIIIIIIIIJIIIIIIMIIIIIIIIIIIIIIIIII - \ - --,,-„\ \ z U) Z L.... I 1111 0 CO Z 19.. LPj„ 4" H. CERAMIC 4 H. CERAMIC 4" H. CERAMIC 1" X 3" WD. TRIM 1/2" CLEAR TEMPERED GLASS - < 0 (.9 c'e) TILE BASE B-2 Illrfrin X 3" WD. TRIM 1/2" CLEAR TEMPERED SUPL'D BY TENANT GLASS BUTT JOINT WITH TILE BASE B-2 TILE BASE B-2 /11111 w >" 1"" z CNI N -± t . & INSTL'D BY G.C.- MAX. 1/8" GAP BETWEEN A5.3 scSUPINL;DTLBDY BY G.C.- BBETINUTTEJEONINPTAWNEITLHS MAX.M(NAXO. SILICONE)NGET 0 L.1... (9 Cl) 0) PAINT P-1 PANELS (NO SILICONE) PAINT P-1 Z z ow 45 a I ci 0 LLI CO Lii CO W --) < Pe N < 0 0 rx WOOD TRIM INSTALLATION NOTES: a_ 0 T/5 vci i= V3 ,. 1. 1 X 3 WOOD TRIM IS SUPPLIED BY TENANT PRIMED. G.C. TO INSTALL 4q 8 2 0 & TAPE & FLOAT ALL SEAMS. ...,... , 2. G.C. TO PAINT WOOD TRIM WITH A SEMI-GLOSS PAINT AND SPRAY -4. to co cNi \ (N APPLICATION. \ cv , 1/2"=1 70" 2 L STOREFRONT ELEVATION - v) 0 w o a_ o o -...... (7) , _j c —DISPLAY PLATFORM LAM-, A, -DISPLAY PLATFORM LAM-1 > LINE OF SOFFIT ABOVE Allik /-L.7w'INE OF BOX BEAM LI 0 W AI ii_......___________.,,LEASE LINE EXISTING LINE OF BOX Alik SHOWN DASHED Alli ABOVE. REF: STRUCTURAL DRAWINGS. /11111 Lil ct I 0 0_ A5.3 BEAM ABOVE. A5.3 =EN A5.3 •--,.,.....,,....,.....,.._. NMI EXISTING _______________,•■ A5.3 m < z I '11----- DEMISING WALL REF: STRUCTURAL .- — FC-2 O.H. , DEMISING WALL O.H. NI 1-1 i DRAWINGS. I r 41 i i -----I \ ----1 plh: 0 ce 0 . - i le 1 - g : .... hi ci _ _\ II eV 1 cn 1— Lt. i..____ 11.---K _1 1 , 1 4 . . \ LAJ Lt-1 I 61 I IIII : 4 A ! _ 1 ' .- 1-- 1 11,.. 1 ... 1/- 'III., 1 _ ---:",c)1 I _ 1.7 7- - -,t_ -,,_ t-MALL TILE TO Q._ OF 1 xi A' 1 \ 0 ....... ...... -J-1 \I - --„, --„, r I 1 ROLLING GRILLE -c-,1 / r i t , 1, , • / \ / , FC-1 \ 1 1/2" TEMPERED --") c'N, - N, IECTeivck \ ._-_"1 "*"', -C■1 f 1 1 1 \ -v) GLASS - +- Ii T1 ' 1 ' 11 --1— cf) Iiimr--'. 1 . 1 „ _ ._ . . ....._ _ i. 0 . 1 _ , C...0 Ibbk I - ---I---CN- -- - - --- ---- -- i ,. Ilk 1 zo I I bh.It, I 4/ c: L -....1 ---_-_r C.= C) 1 -.-- - --- --- k.5 0 I , EXISTING LANDLORD in 0 EXISTING LANDLORD i ....j.C\ ' t_ \ i J REVEAL STRIP. --' F--- 0 REVEAL STRIP. 1/2" TEMP. ‘ .< • 07 it. .... 1 1/2" TEMP. 6 7 -., — LEASE LINE LINE OF CORNICE- 7 GLASS — ....0 GLASS Allikk A5.3 `N Ala ABOVE SHOWN DASHED A5.3 O.H. Allik < ") A5.2 A5.2 LINE OF BOX BEAM A5.2 irts • ..) 0.H. ABOVE. REF: STRUCTURAL DRAWINGS. 12" / 2'-1 1/4" 5'-8 3/8, 1'-0" 5'-8 3/8 2'-1 1/4" 12" STOREFRONT / / / / / 7-A (8'-5 1/2" GRILLE OPENING) AL PLAN & . 261-0" LEASE LINE / 28 -0" / ELEVATION 1 I , SHEET NUMBER: , _ STOREFRONT PLAN 1/2"=1'-0" 1 A5 • 1 crazy () „...„...., A,. LANDLORD NOTES: DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF gwiq 10 me THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND OR FROM THE PRIMARY ROOF STRUCTURE. NOTE: ALL STOREFRONT CONSTRUCTION MUST BE CORPORATION SUPPORTED FROM THE GROUND ONLY. 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION '' 3/4" METAL EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD , _. ._ -■■_.,. -.."\-....... -- --#\_. ../----/---•' ROLLING GRILLE TUBE TO REMAIN. REVEAL BY G.C. ,, / TO REMAIN. SECURE TO STRUCTUR ., , ABVE 1 4'-0 A.F.F.di O 1 4'-0 A.A.F.F.dk METAL STUDS. REF: ,° B.O. MALL BULKHEAD IV METAL STUDS. REF: _ IN B.O. MALL BULKHEAD‘F STRUCTURAL DRAWINGS. '''N41414iiik ov.,_410 3/4" MDO BOARD - PAINT P-1 comm.... al 3/4'' MDO BD. ON 3 5 8" MTL. STUDS. - PAINT P-1 STRUCTURAL DRAWINGS. IV \ 3/4" MDO BOARD - PAINT P-1 -,. - re....aim an , If B -ci- =NM 4-<-1- \ irsis■v i ......._ 1114116„ \ + + \, \ 4- \ a + -I- II 4- -I- 1 '' a — ± \ : --1-- -1-+ ri , , .,." ilAIIN/T2" SOLID WOOD CORNICE 1 BOX BEAM. REF: MIIIIIIIIIIIIII1 711MINS. N c_o BOX BEAM. REF: R4 _ STRUCTURAL DRAWINGS • '"1111., . „ ; .....,,_ . ,,, 711 N. FIELDER RD. STRUCTURAL DRAWINGS • 1 , Nall oo III ;1 - .'s • F,0 • ARLINGTON, TX 76012 b.... IlL kir. -'- — METAL STUDS. REF: ....m.......mi. gf, (.0 4_ + + 4_ + ± , + + \ 1 + + :- II \\+ + \\ , 1 1 1 1/2" SOLID WOOD CORNICE + + \\ ± \\ a + 4_ og 71111/41/4, PH: (817) 635-5696 METAL STUDS. REF: \ + \ i A, STRUCTURAL DRAWINGS. _-__j_ ,....., + + 3/4" TH. SOLID WOOD TRIM PAINT p_i i -- ' 1 • m A STRUCTURAL DRAWINGS. 4 PIECES - PI.INT p_1 3 11 3/4" TH. SOLID WOOD TRIM ROLLING GRILL s . 11 I BOX BEAM. REF: E.I.; " A5.3 PIECES - PAINT p_1 GRILLE END PLATE . • m ir- )11.11 STRUCTURAL DRAWINGS Allk LIGHT FIXTURE - SEE + + • M 4_ TINA REFLECTED CLG. PLAN. METAL STUDS. REF: ..*** 1" X 3" WD. TRIM SUPL'D • u 3/4" MDO BOARD - PAINT P-1 \ I I I 1 70 z MO ....s.-TRucTuRALAwINGs. BY TENANT & INSTL'D BY -i . il 1 a FNOERONSISGINGNINTSRATANLASFTOIORNMERSE-E GEL.CE.c.TODwINGSsT.ALL t./..1 I ir----1 gm G.C.- PAINT p-i —1_, ail : • Iltal al J-BOX, TOGGLE DISCONNECT SWITCH AS REQUIRED CC @< 3/4" MDO BOARD - PAINT P-1 ,V--- 0 02 4!IN \ i- *h \I I II \ . O ii II i 3/4" MDO BOARD 0 4 1 td\\\\....,r4/■/// I I I Allik v) ,„ s i • ----,__, pr pr v 1 0'-1 1" A.F.F.jik PAINT P-1 . 1 --- 1 III g . 1" X 3" WD. TRIM SUPL'D SII) ill ..,..m.0 I ....44 . i ,i, ... No., 41...11 I BY TENANT & INSTL'D BY I T.O. GLASS vff WALL MTD. EXIT LIGHT e a 1 a 1 a 1" X 3" WD. TRIM SUPL'D G.C.- PAINT P-1 dig' 6" 6" 1'-0 ; 1" X 3" WD. TRIM SUPL'D BY SEE LIGHTING PLAN FOR • I r––––i • • BY TENANT & INSTLD BY -Ad am im • a i a G.C.- PAINT p-1 TENANT & INSTL'D BY G.C.- ADDITIONAL INFORMATION 1 : POSTER TRACKS, (3) PER lw— 2 1/2 Alk PAINT p_1 1 II I + + 1 BAY - SEE LIGHTING A5.3 1" X 3" WD. TRIM SUPL'D ' 2 .. I + + i ± + p• N A.F.F.di PLAN. BY TENANT & INSTL'D BY . 1 -- : 9-- - , . - -- _______- — it _____. _ . . . __ g II I 0 Il I I \ B.O. ENTRY SOFFIT IV < _ G.C.- PAINT p-i • . ......; 0 &Li- 5/8" GYP. BD. SOFFIT Ir" Ili ce u... li ........ 1......1// g< PAINT P-6 /// 4)-2 1/2" 9 \ 3/4" MDO BOARD - PAINT P-1 / / A5.3 < C4 caU) 3/4" MDO BOARD / I / / EQ. / EQ. / LIGHT FIXTURE - SEE REFLECTED CEILING PLAN. D D Q a P-1 1)-6" 2'-0 1/4" l'-O" /-----2 1/4" (/) / / / /1/ Z U) Z 0 CC) 2 3'-61/8" 17-= z 14 /4 < 0 0 er) i OF ROLLING GRILLE M NE 1,... Z gii Ct 0 CD (1,, 1,?,i L._ u z 0 < = ce o _. .*2 o . -- x cs , u... co Ill (f) re --, < CZ() c■I < a.LO 0 0 I cr a._ 0 Si it: :11=9 LVC3 CD 1--- • • 1" X 3" WD. TRIM SUPL'D Q ROLLING GRILLE GUIDE z = L._ BY TENANT & INSTL'D BY = r W co a) a E.--Li (DLL ETJ el CD CD 1""' (-) PAINT-. C . G (..) ■ u) CENTERLINE OF ROLLING •.1- 141„ to ui GRILLE —41-- ...< c; L_Li (NI CV < < I I ,--- 1".... .e... U...1 (..D 1/2" CLR. TEMP. GLAZING LLJ /--EQ. 1'-9 3/4" EQ.1) ____1 P-1 < < 7, / L cn e3 v) d a i - • <3 • (n 1" X 3" WD. TRIM SUPL'D .....-J "CRAZY 8" LOGO ADHERED BY TENANT & INSTL'D BY °n ' xiaLTio . \ i -crazy a TO INSIDE OF GLASS - L.L..1 SUPPLIED & INSTL'D BY - 1 - 1 SIGN MANUF. ce - _ - K' LIJ M '' • 1/2" CLR. 1" X 3" WD. TRIM SUPL'D , . TEMP. GLAZING > 3/4 BEYOND MDO BOARD BY TENANT & INSTL'D BY LLI 0 Ce L.LI w I PAINT p_ I I G.C.- PAINT P-1 cc ....., a. I- I Ca < M -../ LEASE LINE M 14.1 I ot LEASE LINE I • 1/2" CLR. TEMP. GLAZING 0 0 Ct 0 I— 0 Li_ ... 10 P- LLI w — I lli M M ° (n (i) 12 (i) (.1) al 2'-6" " 6" IN 1 / . , / lc) DISPLAY PLATFORM FINISHED LAM-1 • I 3/4" MDO BOARD ON 1/2" PLYWOOD I PAINT P-1 VVFET. // 1" X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY // % t.,? ›,- / ,- . .... I P-1 I---- 1 / .... . .-- 1111 IN NO III INIMMIlli Al . . G.C.- PAINT p-1 3/4" MDO BOARD - PAINT P-1 - A5.3 SALES AREA WOOD a s \ g- ,__-. ; \0% ,0 ,,__ _ __ III I, BASE g_i • 0 . .......-----_________ ____„ A 1 I • .--) Al ± : „.., cc , 0. -1- + , : li : . . , ___ . i tc):,> , % . CD '4 t..• ri 1*' .1‘'' • 00 • 8 1 g _1 • _1 - • • `--- `-- 11' '49I 0 11 2 : I iii '..,j- STOREFRONT . 05 a + O'-0" A.F.F. \ \ 1 h . • 1 lir II \ + 01-0" A.F.F.aik \ \ 1 1 " ,„_ \ --........u. ow MORMIN ISMS•••■ FINISH FLOOR IV - ,.. FINISH FLOOR' SECTIONS 4" H. CERAMIC TILE BASE METAL STUDS. REF: BASE B-2 ON 1/2" 8 STRUCTURAL DRAWINGS. BACKER BOARD Ak ilk 4'' H. CERAMIC TILE BASE B-2 VINYL WD. FLOOR FC-2 MALL FLOORING TO c OF 4" H. CERAMIC TILE BACKER BOARD A5.3 A5.3 ON ...., ROLLING GRILLE FC-1 . / BASE B-2 SHEET NUMBER: , .. 1"=10" 110" SECTION AT WINDOW 2 SECTION AT ENTRY 1 A5 . 2 . i MDO SPEC: MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP MEDIUM DENSITY OVERLAY, BB GROUP METAL STUDS. REF: 1 (DOUGLAS FIR), APA TRADEMARKED 1 (DOUGLAS FIR), APA TRADEMARKED STRUCTURAL DRAWINGS 5/8" MDO BOARD e Crazy 49 I ' PAINT p-1 ROLLING GRILLE END LINE OF BOX BEAM. ›) PLATE REF: STRUCTURAL \'-^� A DRAWINGS �► I v2"/ 1 2» CLEAR TEMP. 3/4" MDO BOARD ROLLING GRILLE TUBE 3/4 MDO BOARD G/ASS -i- - - i PAINT p-1 gwt4K.TO STRUCTURE ABOVE » PAINT p-1 ( » I Q Q 3/4 MDO BOARD .. . 1/8 : BOX AP _ _ _ "�3/4" MDO BOARD PAINT p-1 METAL STUDS. REF: i -± � `) LINE BEAM. MDO SPEC: PAINT p_1 STRUCTURAL DRAWINGS _ \ REF: STRUCTURAL MEDIUM DENSITY OVERLAY, BB GROUP CORPORATION METAL STUDS. REF: e 1 8" GAP DRAWINGS 1 (DOUGLAS FIR), APA TRADEMARKED STRUCTURAL DRAWINGS / -� -� �+� 500 HOWARD STREET 1/2 CLEAR TEMP. � ; • �� AL i SAN FRANCISCO, CALIFORNIA 94105 I GLASS - - - `' II , \ e _ C° i 3/4 � I �t _ , , „ ., , . , 1" X 3" WD. TRIM SUPL'D 7 �. . . I � _ : ,, .� . . . BY TENANT & INSTL'D BY �/ G.C.- PAINT P-1 / P-1 - / ' ''' ' -'-, ' ' ' ' ,'., ' , : I 1 ,` � i�����i. (.1 � 1 1/2» SOLID WOOD METAL STUDS. REF: STRUCTURAL DRAWINGS - BLKG. - PAINT » - - - - - - - - - - 3/4" TH. PAINT GRADE 7 3 4 MDO BOARD / POPLAR WD. TRIM - PAINT PAINT p_1 3/4" MDO BOARD e \7/ 1 X 3 WD. TRIM SUPL'D LEASE LINE 1" X 3» WD. TRIM SUPL'D PAINT p-1 BY TENANT & INSTL'D BY , ROLLING GRILLE GUIDE IN F RNI A V BY TENANT & INSTL'D BY G. PAINT p_1 L E 0 CO CE BO E G.C.- PAINT CENTERLINE OF ROLLING I BOX COLUMN. REF: MITER OUTSIDE CORNERS (TYP.) 711 N. FIELDER RD. STRUCTURAL DRAWINGS 6 3/4" LEASE LINE GRILLE 2 1 2" 1" X 3" WD. TRIM SUPL'D /� ARLINGTON, TX 76012 / , 3" �► 3/4" MDO BOARD , 1 BY TENANT & INSTL'D BY PH: (817) 635-5696 PAINT p-1 G.C.- PAINT P-1 3"=1'_0" 1 1/2"=1'_0.. 3"=1._0" w N NOT USED _ 12 ROLLING GRILLE HEAD DETAIL _ 9 ENTRY COLUMN DETAIL _ 6 BULKHEAD DETAIL _ 3 m A iv- • z CO g FIRE RETARDANT w MDO SPEC: WOOD BLKG. MDO SPEC: W till MEDIUM DENSITY OVERLAY, BB GROUP BOX COLUMN. REF: MEDIUM DENSITY OVERLAY, BB GROUP t =U 1 (DOUGLAS FIR), APA TRADEMARKED STRUCTURAL DRAWINGS 1 (DOUGLAS FIR), APA TRADEMARKED PLASTIC LAMINATE LAM-1 ON LINE OF BOX BEAM. REF: STRUCTURAL A e 1/2» PLYWOOD - LAMINATE ; ,,,- • r DRAWINGS i TO BE INSTALLED W/0 SEAMS I METAL STUDS. REF: — :_.. _ 3 4" FIRE RETARDANT i STRUCTURAL DRAWINGS _!---3/4" MDO BOARD / P-1 -- -- - - -- - PAINT PLYWOOD ON 3 5/8" 20 _ METAL STUDS. REF: GA. MTL. STUDS @ 16" `° STRUCTURAL DRAWINGS ' 5/8 GYP. BD. 5/8" GYP. BD. Q O.C. i, PAINT p-1 PAINT p_6 i W �D u_ \ I 1 8" GAP W F<- i i EXISTING DEMISING ' » 1 X 3 WD. TRIM SUPL'D �Q o 1/2 CLEAR TEMP. i BY TENANT & INSTL'D BY = _ WALL FIRE RETARDANT i G.C.- PAINT P-1 r . . -+- -+- , GLASS WOOD BLKG. u)'Th H-- i i I \ LINE OF SOFFIT _ - - - - - - 10-11 A.F.F.-+- LEASE LINE \ ABOVE 1 i T.O. GLASS O CO z O SALES AREA WOOD BASE i%/% ` ���i 5 8" GYP. BD. Q 0 Z N SUPL'D BY TENANT Sc / O /. \ LINE OF BOX BEAM. j I �� \ REF: STRUCTURAL PAINT p_6 MITER OUTSIDE CORNERS TYP. W > ~ _ F., E ( ) Z - INSTL'D BY G.C. B-1 . \'' DRAWINGS � tli � METAL STUDS. REF: 1 X 1 1/2 ALUM. GLAZING Z N o Q p_ STRUCTURAL DRAWINGS NEW NEUTRAL PIER » CHANNEL POWDER COAT TO 3 j4" TH. PAINT GRADE Z O z / BY LANDLORD 5/8 MDO BOARD MATCH PAINT p-1 POPLAR WD. TRIM - PAINT P-1 I- = G W P-1 i W wc3) pp- e 3/4» X 3/4" BLACK ALUM. » ./" ..- w ■:-)t N Q ter- REVEAL BY G.C. 3/4 MDO BOARD 1/2 CLEAR TEMPERED GLASS BLACK NEOPRENE 3 Q r O a _ ,> PAINT p_1 LEASE LINE C.) S5 c F.,. �.o 1 X 3" WD. TRIM SUPL'D \ \ 1 BY TENANT & INSTL'D BY 1'-0» LEASE LINE co G.C.- PAINT P_1 / 2" 6" g \ d- M CO N \ N \ N .-- 1 1 i2"=1'-0" 1 1/2"=1'-D" 3"=1'-0" NOT USED _ 11 DISPLAY PLATFORM DETAIL _ 8 NEUTRAL PIER DETAIL _ 5 TYP. GLAZING CHANNEL HEAD _ 2 0 w _ I— T- O MDO SPEC: o w MEDIUM DENSITY OVERLAY, BB GROUP O 1 (DOUGLAS FIR), APA TRADEMARKED ° ( MDO SPEC: ... MEDIUM DENSITY OVERLAY, BB GROUP 2" 6" w O w 1 (DOUGLAS FIR), APA TRADEMARKED » X X w I 1/2 CLEAR TEMPERED GLASS O a_ }- BOX COLUMN. REF: -•0-----LEASE LINE cra < Z STRUCTURAL 1,-0„ PLASTIC LAMINATE LAM-1 BLACK NEOPRENE >- DRAWINGS y y ON 1/2" PLYWOOD i e 3/4" TH. PAINT GRADE 0 0 Ov MITER OUTSIDE 1" X 3" WD. TRIM SUPL'D 3/4" FIRE RETARDANT POPLAR WD. TRIM - PAINT P-1 0 SALES AREA FLOORING FC-2 INSTL'D 5/8" „ " w w CORNERS (TYP.) BY TENANT & INSTL D BY PLYWOOD ON 3 5/8 20 1 X 1 ALUM. GLAZING CHANNEL ai _ M U OVER MANUF. APPROVED G.C.- PAINT p-1 6" ' POWDER COAT TO MATCH P-1 &, VA LEVELING COMPOUND AS GA. MTL. STUDS 1 co N VA J REQ'D TO ALIGN W/ MALL LINE OF BOX BEAM. 3/4" MDO BOARD O.C. MITER OUTSIDE CORNERS (TYP.) FLOORING. REF: STRUCTURAL PAINT p-1 i \ A DRAWINGS - - = r 1» X 3" WD. TRIM SUPL'D �f'� -. CENTERLINE OF ROLLING » I ` » BY TENANT & INSTL'D BY GRILLE 3/4 MDO BOARD ! 4 X 4 ROLLING G.C.- PAINT P-1 ' ''X*) PAINT P-1 ( �� GRILLE TUBE C. ALIGN _�� __...� ......_ _.___ .._.-._ _.__ __� - �.---------__�. PROVIDE NEW MALL TILE FC-1 1 ROLLING GRILLE ° - - - - ' 3/4" MDO BOARD i .I Lo 1 TO CENTERLINE OF 1 X 3" WD. TRIM SUPL'D 1A GUIDE + PAINT p-1 M ROLLING GRILLE BY TENANT & I N S T L'D BY �� a, _ fl c:i + O,-0" A.F.F. G.C.- PAINT P_1 zt.icr.�rr.n. ll� fi II „ ,> o k `� A FINISH FLOOR ► ' _ si.0 1 X 3 WD. TRIM SUPL'D , - I INSTLD Y :. TENANT & r4,110,,,,,eck ° ► CENTERLINE OF METAL STUDS. REF: ` a STRUCTURAL DRAWINGS a ° LINE OF DISPLAY I ROLLING GRILLE , i rGCPAINTPl a (E) CONCRETE SLAB PLATFORM ° a 1/8" GAP ALIGN FACE OF TILE WITH STOREFRONT ° 3/4" MDO BOARD " e FACE OF WOOD TRIM Q. SCHLUEIER STRIP PAINT p-1 - _ ° 0 i DETAILS ° Q . a a „ LINE STOF RUCTURAL BOX BEAM. ! ''''-- 1/2" CLEAR TEMP. \ \ REF: STRUCTURAL i a / -------- CERAMIC TILE BASE B-2 DRAWINGS 2„ GLASS A � BACKER BOARD (TILE IS SUPPLIED SHEET NUMBER: BY TENANT & INSTALLED BY G.C. 6"=1'_0.' 1 1/2"=1'_0" - 3„=1.,,0.. FLOOR TRANSITION DETAIL AT ENTR 10 ROLLING GRILLE COLUMN DETAIL 7 NOT USED 4 BASE DETAIL AT DISPLAY PLATFORM 1 A5 . 3 ---------------- - - __ ________ ____ crazy 8 n D 0 gwHA � CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 .11/2"=1.-o" w N NOT USED 12 NOT USED - 9 NOT USED 6 NOT USED _ 3 m m 3/4" MDO BOARD - PAINT P-1 ' Z g :� _ -;- m ,,, 0 -H 0 3/4" TH. SOLID WOOD TRIM d j 5U � PIECES - PAINT P-1 BOX BEAM. REF: �p STRUCTURAL DRAWINGS. I! op 1" X 3" WD. TRIM SUPL'D I 00 I BY TENANT & INSTL'D BY .:,_ _ ___ 00 G.C.- PAINT p_1 f , -H \\ -H -H 3/4" MDO BOARD - PAINT P-1 ;.,, CI 1 ____ Aileee.. 4,0,-...\„.....„4„--,4„.--,,METAL STUDS. REF: STRUCTURAL i � DRAWINGS. E U_ MTL. $0 SECURED TO LE I I ERS gi-lt 1 11?" I & PLYWD. FASCIA WITH SAME Lu < c(n 1 � 3" FINISH AS LEI IER. e a a u) ALUMINUM CAN LEVERS PAINTED Z Z GREEN SECURED THROUGH MDO M - BOARD BACK TO PLYWD. SHTG. w Z O : Z N N ELECTRODES, SIGN PK HOUSING AS p o ,�IN g = gti-REQUIRED PER LOCAL CODE. z N Q D' ,� 12 MM,- WHITE NEON TUBES Z � 0 °z w �I NEON TUBE SUPPORT O < Q a o 'I i I SIGN TRANSFORMER INSTALL C,‘ V a) H o Il TO J-BOX ui l --_- J-BOX BY G.C. < ` o . LEASE LINE d- r; co _ A -I- -� I ` N N __ _l- 1 - • 3/4" MDO BD. - PAINT P-1 NOT USED 11 NOT USED 8 NOT USED 5 STOREFRONT SIGN SECTION _ 2 L 0 _ _ _ 1 112"=1'-0" Li U m ■ aw. o 0 w w o Q 1 ,...„ ci_ u) 6'-9 1/2" ....., o- 1--- U O 8 \ - (c*CIT F- w it E;i U„, d- �j ,:..r.,,,,,,,I,>„, ,, ,,„, 0 IN, „ , ,,,..t 0, Y� .,,, _,„...._ 4 ,...**, ,.._,„ 1._ ,_ , x r A5.4 ` At Vo ,. stro,' ._, , .. NOTES 1. ALUMINUM TO BE 11 3/4” H. REVERSE CHANNEL Lt I I ERS W/ COLOR GREEN. ALUMINUM STOREFRONT LEVERS TO BE PAINTED GREEN. BARRICADE & 2. SIGN LEI I ERS SUPPLIED AND INSTALLED (AT SITE) BY SIGN VENDOR. r SIGN DETAILS /'\ SHEET NUMBER: NOT USED 7 STOREFRONT SIGN ELEVATION 1 • BOX BEAM. REF: STRUCTURAL DRAWINGS Crazy (3 P-6 1 V‘_it , L 1 1 :_,„_____ I P-6 f - gwvil idi , NO 11'-6" A.F.F. �. 11.... 11'-6" A.F.F. IV B B.O. B.O. CEILING_1 C CORPORATION e 500 HOWARD STREET METAL STUDS. REF: SAN FRANCISCO, CALIFORNIA 94105 METAL STUDS. REF: ..- . STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS. - — es 1 A _ 5 8 TYPE X GYP. 5/8'' TYP X GYP. K = - '- BD. PAINT - _ P 6 BD. PAINT P 6 + + + + + + + + -`�' Au 10'-0" A.F.F. iv _ B.O. GYP. BD. SOFFIT 1.l P-6 5/8" TYP X GYP. BD. PAINT _ P 6 / SEE SHEET A2.1 / 711 N. FIELDER RD. A ARUNGTON, TX 76012 �.,,,e. �,--- PH: (817) 635-5696 IN. .. NOT USED NOT - ITYPICALSALESAREASOFFIT 11/2"=1._0" w N O USED _ 9 NOT USED _ 6 _ 3 m r II PI iv- z CD . cx eQ (I) v- r SALES AREA CORRIDOR G DOOR AS SCHEDULED W i Ce W I-- Q � EXTEND VINYL WOOD Q Q ° FLOORING TO BACK OF = 3 STOCKROOM DOOR C3 of GLUE-DOWN VINYL WOOD CO Z FLOORING FC 2 VINYL COMPOSITION TILE FC-3 2 z O • � O zN /IA z Z � ar o : = � o Z �- a w � Wu) w 3rn a a a fjaNQ a� a 4 x o p. d' (9 W�y�j A (E) CONC. SLAB, G.C. TO PREP AS REQ'D TO RECEIVE FINISH FLOOR N N L NOT USED _ 10 NOT USED _ 8 NOT USED _ 5 VINYL WD. FLOOR TO V.C.T. TRANS. .. 2 LL., U CONTINUOUS CAULK TO MATCH TRIM -�� o O Li j O J FACE OF PARTITION WHERE w j 0 4) OCCURS ver 4" (MIN - U.O.N. --I RATED HOLLOW 12" H. X 3/4" SOLID WOOD BASE B-1 m < z / ( / METAL DOOR-SEE (PART #C8922) FASTEN TO DEMISING .. M Q w H.M. DOOR FRAME DOOR SCHEDULE WALL STUDS FILL ALL HOLES \ J m \ ,.. (E)SERVICE O • CORRIDOR � � U SOLID CORE WOOD CORRIDOR HOLLOW METAL o DOOR JAMB BEYOND _ W U kr:6W CONTINUOUS CAULK TO MATCH TRIM N to v) i \ EXISTING THRESHOLD, SEE DOOR/ v _ SCHEDULE HARDWARE ,/ r- VINYL COMPOSITION TILE N 0/ CONC. SLAB FC-3 4" H. X 1/2" SOLID WOOD BASE B-1 , __ _ ____ (E) CONC. SLAB, G.C. TO ; RAS " BASE FILL ALL HOLES w irc::,,,, • __,__ ____ Ck . ...c.--.;r-, , - , _ ---4.-_--- ____ ---1 _P.:, p.x....TA . GLUE-DOWN VINYL WOOD FC-2 I- �+`4 Y .,. Ll m a a a a FLOORING -- a a a i //////////T'MI6, FLOOR/CEILING/ I 1 a a & DOOR DETAILS NO. 10 x 1-1/2" FHWS, PHILLIPS a a a a /3/4/ 2 / PARTITION (FACTORY PROVIDED) o A (E) CONC. SLAB, G.C. TO PREP AS REQ'D TO RECEIVE SHEET NUMBER: FINISH FLOOR H.M. FRAME WD. DOOR JAMB / HEAD _ 10 NOT USED _ 7 THRESHOLD @ SERVICE DOOR _ 4 WOOD FLOOR / BASE DETAIL _ 1 A6 • 1 . i f 1 1 A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES, UNIMAST (USG) CORPORATION'S LIMITING HEIGHT TABLES FOR UNBRACED STUDS SPACED 16" AND 24" O.C. (SYSTEM FOLDER = SA-923-1990 EDITION), REQUIREMENT FOR 5 PSF LATERAL PRESSURE AND 1/240 ALLOWABLE crazy 113 DEFLECTION FOR FLEXIBLE FINISHES, WITH 1 LAYER OF GYP. BD. PER SIDE OF STUD. B. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THE STUDS ARE DIAGONALLY BRACED AT THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE @ 4'-0" O.C. C. CAUTION! WHEN USING STUDS MANUFACTURED BY A COMPANY OTHER THEN USG, VERIFY MANUFACTURERS STUD STRENGTH AND LIMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT RECOMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. Stud Stud Stud Stud Maximum RWHICE60 Width Type Gauge Spacing Height i 1-5/8" 158ST25 25 16:: 9'-6}; CORPORATION 158ST25 25 24 7 —3 500 HOWARD STREET 2-1/2" 212ST25 25 16" 12'-6" SAN FRANCISCO, CALIFORNIA 94105 212ST25 25 24" 10'-9" 212ST22 22 16 13'-0" - tip= `t5,'`- _::.",,,.1 T 24" 1 — 2 2S 22 22 2 1 6 , ,_, :::_,;,,,, ,:, ,,.,,,, ,:::;212ST20 20 16" 14 —0 :;.,,: 212ST20 20 24" 12 —3 3-5/8" 358ST25 25 16" 16 —0 358ST25 25 24" 13 —6" - : :rr y ,ax _ 358ST22 22 16" 17 3 358ST22 22 24" 15' 0 s 358ST20 20 16" 18' 3 ,F.:. 358ST20 20 24" 16'-0" 711 N. FIELDER RD. 6" 600ST25 25 16" 20'-0" ARLINGTON, TX 76012 600ST25 25 24" 15'-0" PH: (817) 635-5696 STUD G LIMITING HT. SCHEDULE _ 12 NOT USED _ 9 NOT USED _ 6 NOT USED _ 3 m z co & — DOUBLE STUD @ SIDES W - - I - - ` OF OPENINGS ~i 62 U LINE OF CEILING, WHERE OCCURS 2 U ---1--- --1 , BACKING PLATE e METAL STUD TRACK. REF: STRUCTURAL DRAWINGS. 0 -� 6" x 16 GA MTL. PLANT O g I WELDED 4 STUD MIN. 1 W c Q A,B 4 STUDS \ Ce W �Q 16" DS I' LINE OF CEILING WHERE OCCURS g U) Q C4 MIN. co `�". CJ T :-� Cl)Cr Cl) SOUND ATTENUATION INSULATION \ '`'�-�� z Z G DOUBLE STUD @ SIDES �,► O 0. OF OPENINGS (REQ'D ® TOILET ROOM WALLS) '��,•�"�: Z F- �\� (1) LAYER GYP. �. a 0 1.„„, O N 3/8" LONG O LA E 5/8" GY . BD. AT BOTH SIDES OF MTL STUD _,_� >„„ Z L■4 1/16" TYP. FRAMING. SECURE TO MTL FRAMING W/ 1"(L) TYPE '5' ALL FLANGES OF BACKING SELF TAPPING STEEL SCREWS PLACED 8" O.C. ALONG t.� re 1SJ PLATE TO 16 GA. STUD EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE .O►- • Z < 0 a t O ABOARD. .„I,,,,,,-.�:_ 3 o w METAL STUD TRACK. REF: STRUCTURAL DRAWINGS. � .. ' `--I Q Q 3 ce 1..icl) a o Ns, 16 GA. SCREW STUDS ■ :tow c,3 0 a. , - �a� WHERE BACKING PLATES BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. ..-; �: ;' 0 1 < OCCUR FINISH FLOOR - REFER TO FINISH SCHEDULE. �� W rn o o BACKING PLATE 6" x 1 • � ;, 0 0 0 •- 1/4" 16 GA. TRACK L-° Po co NOTCHED AROUND AND .1 1" LONG 1/16 GROOVE N N WELDED TO STUDS WELD TYP. ® WEB OF BRACING PLATE TO STUD , BLOCKING PLATE TYPE "B" NOT USED 8 NOT USED 5 NON-RATED PARTITION 11/2��=1'-0" 2 Y - U w Fr Z I- U - K) W DOUBLE STUD @ SIDES ci O STUDS 20 GA. MIN. SCREW G OF OPENINGS Q - 0 m Q Z J 0 20 GA. • A 00 p Ov u_ cn BACKING PLATE 6" x 1 0 METAL STUD TRACK. REF: STRUCTURAL DRAWINGS. W M M U 1/4" 16 GA. TRACK . ° (3) #8 F.H.S.D.S. y cn J NOTCHED AROUND AND `I' - _ J WELDED TO STUDS ° i_____ 1" LONG 1/16 GROOVE LINE OF CEILING WHERE OCCURS et WELD TYP. ® WEB OF _ BRACING PLATE TO STUD ,, .r�1 4<L. ..;:c Tr) BLOCKING PLATE TYPE "A" (1) LAYER 5/8" GYP. BD. ON ONE SIDE OF MTL STUD ' c.FRAMING. SECURE TO MTL FRAMING W/ 1"(L) TYPE 'S' . F- �,} SELF TAPPING STEEL SCREWS PLACED 8" O.C. ALONG =- ► NOTES: EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE Y: , � e BOARD. 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL -': - r'yi DISPENSERS, ETC. MAXIMUM WEIGHT - 50 LBS. METAL STUD TRACK. REF: STRUCTURAL DRAWINGS. " " PART' ITION 2. TYPE B BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. '`` 4 DETAILS ETC. MAXIMUM WEIGHT - 100 LBS./FT. FINISH FLOOR - REFER TO FINISH SCHEDULE. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF `,� - y BACKING PLATE, AND NUMBER. . 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN R. ATTACHING ITEMS TO BACKING PLATE. SHEET NUMBER: 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. A6 . 2 METAL FRAMING BACKING DETAILS 1�2"=1'-0" 10 NOT USED 7 NOT USED - 4 NON-RATED FURRED PARTITION 11/2"=l'-0�� 1 DESCRIPTION MANUF GROUP / MODEL FINISH MTG. NOTE: ALL PARTS ARE SHIPPING NOTES: DESC PREFABRICATED AND ARE TO BE 1. PROVIDE (1) EA. W.S. TOP PURCHASED BY GYMBOREE. GC TO 2. PROVIDE (1) BUY-OUT PENCIL DRAWER COORDINATE INSTALLATION WITH PM. 3. PROVIDE (2) EA. TOP SUPPORT ASSEMBLIES crazy 8 4. PROVIDE 1 EA. BACK CLEAT 3"DUAL ROLL TOILET PAPER HOLDER ASt 0715 CHROME- SURFACE MMET PLATED STEEL FOR .tPHONET&GELOCTR CAL. S.S. W/ SHIP LOOSE FOR FIELD TOILET-SEAT-COVER DISPENSER BOBRICK B-221 SATIN FINISH SURFACE LOCATION & INSTALLATION. DO NOT DRILL. 5'� SANITARY NAPKIN DISPOSAL BOBRICK B-270 S.S. W/ SURFACE �� SATIN FINISH 1 1/2" P-LAM IS W/ BACKER ON P.B. CORE /1 DOUBLE ROBE HOOK BOBRICK B-76727 S.S. W/ SURFACE gwN D D Q Q SATIN FINISH S.S. W NEW 3" DIA. WHITE �/ PAPER TOWEL DISPENSER BOBRICK B-262 SATIN FINISH SURFACE GROMMET SUPPLIED & INSTALLED BY G.C. CORPORATION 6" 3/4"l'-l1 1/2" y 500 HOWARD STREET P-LAM EDGE ON �I �i SAN FRANCISCO, CALIFORNIA 94105 FRONT (2) SIDES. \ HAFELE BLACK PLASTIC Ilir , , PENCIL DRAWER AND ��, 7___ SUPPORT TO SCREW . PLASTIC SLIDES TO BE - :: T T �' BACK PLATE `o MOUNTED 0 � RK WO URFACE USING 7 8 S ,f x 1- FH 12 8 - W f, / SCRE S 3/4'' MEL 25M f PB CORE BACK PLACE , TOP SUPPORT SECTION \ SCREWED TO ANGLED x ACRYLIC AN HANDICAPPED - 6 6 P EL SUPPORT 3 H x 3/4 PB BLACK CLEAT. . , . . ., , .. -: - g h.�-.,_ , . N SHIP LOOSE & FULL LENGTH TO ACCESSIBLE SYMBOL. WHITE GRAPHICS ON 3/4 MEL 25, PB CORE BE CUT TO FIT IN FIELD. NO TAPE BLUE BACKGROUND INSTALL AT 60" A.F.F. 711 N. FIELDER RD. ANGLED SUPPORT ON EDGES. ADJACENT TO ENTRANCE DOORS PVC EDGETAPE (2) j ARLINGTON, TX 76012 LONG SIDES OF BACK 1 PVC EDGETAPE LONG ANGLE OF JACK PH: (817) 635-5696 PLATE MANAGER'S DESK ISOMETRIC , N.T.S. 3��_1._0,� � TOILETROOM ACCESSORIES _ 12 NOT USED _ 9 MANAGER'S DESK ASSEMBLY _ 6 ADA SIGNAGE _ 3 m cy T z Co g NOTE: REFERENCE MOBILE SHELVING STRUCTURAL X Y d K- DRAWINGS UNDER SEPARATE COVER. -/e O W CASTER /T\ --- 4" 0 ' ;2�I ARM FLANGE FOR 363" 1.117" ' A MIN. 2,_6>, O.C. TYP. �_ �y ALIGNMENT INTO WHEEL 6,,m ,� CHANNEL `� \ SURFACE-MTD. K /^'''��r' - / ��� B METAL WALL ANTI TIP ARM _ STANDARD �� NOTE: REFERENCE �'``� MOBILE SHELVING I�I� C3 STRUCTURAL SELF DRILLING #12X1" / < DRAWINGS UNDER SCREWS 2 PER ARMIN P '1' I W 0 r4 UL_ / / d 1 f SEPARATE COVER. TRACK ANTI-TIP / i -��- - - / SURFACE-MOUNTED ' 1 ,, 1/4 �s ANCHORS . / f < �- / STANDARDS AT 2 0 O.C. SLOTTED STL ANGLE �, 2" EMB. 24" O.C. / m / ! 1 a SHELF LEG (OR WHERE STUDS OCCUR V) r'ii� / I I x / .. ,-), / MAXIMIZE STANDARD LENGTH d / I z 1 K I SHELF, TYP. I CUT ONLY WHEN REQUIRED p CO z pi. i i i %',Ere'.// %, "I A, ^ \ r I I L`--_` < 0 O N Li. • • o c' lir lir ' ` I I l.L cn_ N v -, , S L ANGLE ANCHORED -- �� ° ° � ° � � � - � � � � O � i �� �� TO CONC SLAB AND ° ° ° -t- a a ° °Q A ° a ° G.C. TO PROVIDE U = 0 iii BLOCKING IN W W rn � FASTENED TO SHELF © � °. a a � � a WALL FOR �_ O � Q N Q ��j LEG ° ° ° ° ° ° ATTACHMENT. �`', r 2 a ° a CONCRETE SLAB - 0 > y I= -o 1 •• 111 -" ANCHOR BOLT ° N 1 0 0 0 THROUGH F.F. TO (E) } CONC. SLAB / 4.871 / \ \ _ \ N N N CO A ELEVATION SECTION N.T.S. FULL 1/2"=1'-0" - v) FIXED SHELF INSTALLATION _ 11 MOBILE SHELVING TRACK INSTALL. _ 8 TYP. SHELVING W/ STANDARDS _ 5 NOT USED _ 2 _ ,--- .- U m - O a_ O O J - NEW SURFACE 1-1-1 o Ce MOUNTED TOILET w PAPER DISPENSER p a_ fV)-- --I EXIST © -- EXIST - EXIST M d w NEW SHELF A6.3 + 8-0" V.I.F. 0 -1 m TYP. \ O B.O. (E) GYP. BD. CLG. H p,, _ -,- ..I 1 i Il fl ., W W — 2'u 0" 1 \ \ -� - u u - - SURFACE MOUNTED D v if A EXISTING GRAB BARS PAPER TOWEL 0 v j DISPENSER ' j AM c , _A 1 , , , r . ,..,,. \ —,_ EXIST I o EXIST • ( EXIST `� TYP. TYP. Ti?. < , I L. 11 � u ■ + 0-0 A.F.F. .-.z.5 1 I FINISH FLOOR _, NEW TOILET SEAT ,7„-9„ EXISTING WATER CLOSET EXIST EXIST 7,9 1.,t."'"I COVER DISPENSER NEW SANITARY NAPKIN NOTE: DRAWINGS ARE FOR REFERENCE ONLY. F>- ”' r::. „<<" DISPOSAL G.C. SHALL PROVIDE NEW ACCESSORIES AS NOTED IF NOT EXISTING. G.C. SHALL ALSO ' 5 54" HAVE TOILET ROOM FIXTURES, TILE, AND 4' MIN. ' GROUT PROFESSIONALLY CLEANED PRIOR TO TURN OVER. NO OTHER WORK SHALL BE S TOCKROOM ® B PREFORMED IN TOILET ROOM. • DETAILS SHEET NUMBER: _ _ NOT USED 10 0 TOILET ROOM INTERIOR ELEVATIONS 1/4" = 1'-0" 4 NOT USED - 1 E f L_____________ ___________ ________________________ __________ ____________ _____ _ 2'-8" 5'-2" 2'-8" / , / / / NOTES: 2"- ie 2',?./EQ/ 2'-0" ___ir 2'-0" 15,g, 2" 2'-5s, - G.C. TO GLUE PLYWOOD TRIM TO WALL & FASTEN INTO STUDS TOP & BOTTOM. PATCH ALL HOLES au_._ • •1E l' • —ii :.1 .41' • 'IC -7,1-- & SAND AS REQ'D FOR PAINTING. --,. G.C. TO SECURE IV Crazy ill 1 - TRIM IS SUPPLIED BY TENANT PRIMED AND IN 2 SEPARATE PIECES. tr) //j . 2'-0" EQ.), J _...._._--------- -- ARMOIRE AND SIDE 1 EQ. E G.C. TO SAND ALL EDGES, INSTALL, PATCH & SPARY PAINT ALL TRIM -- TOGETHER - . .L..... - ... W/ SEMI-GLOSS P-1 PAINT. PLAN VIEW I FLAT PANEL TV 7___.1.. -:.::....__________------5/8" GYP. BD. - PAINT ABOVE WOOD TRIM p- 10 8 ii1'-5 3/4"/ 1" H. X 1/2" TH. PLYWD. TRIM ,., - - NOTE. /1 SUPL'D BY TENANT & INSTCD 1 5/8" DIA. DECORATIVE END CAP ,_ BY G.C. - PAINT I p_1 POWDER COATED BROWN \ .1,..> TV & SPEAKERS AT 1 \ giq 1 r,..Nv E: 0 0 \ ' \ 1 ARMOIRE ARE ON I 9'-1 3/8" A.F.F. di SEPARATE SYSTEM i g T.O. STL. POSTS IIV 7 7 _AL 9'-0" A.F.F. I CONCEALED STANDARDS T T " CORPORATION ,. , ■ -----cNI 7 I EQ. EQ. " 0.C. -FF T.O. WOOD TRIM ...AI% ------k/ • . 1 1/2" METAL SLEEVE POWDER COATED BROWN I / / - - - - / / : \ ...4--------- 500 HOWARD STREET T T -----FLAT PANEL TV SUPPLIED SAN FRANCISCO, CALIFORNIA 94105 ! i , 6 MTL. CLIP - SEE DETAIL 7 7 ■ BY TENANT & INSTALLED /--------1'-0 3/4" L,1 ' • 0 :: .,•- r!" 4/A6.1 7 BY G.C. 2//, / / L.c, .;._ I 8'-9" A.F.F. di : . \ 7 -:.-. lij C.L. OF HORIZ. STL. TUBE IV ‘._______ dr : TV SEATING ARMOIRE ----...,..._ 2'' . 4_ -N-- li... .... ..■ --140 SUPPLIED BY TENANT & Ei . 7 Lik ,, c) 0 0 INSTALLED BY G.C. , . . .-,_ .., ., • ;..., . .•,. ,t , ,__,.. \ \ .: --""----------------------'—1/2" X 1 1/2" STL. TUBING ° 1 0 T PREFINISHED P-1 11 .,:„ I ATTACHED TO 5" WOOD TRIM co ") 7 T WOOD STRIPS SUPLD W/ co SUPPLIED BY TENANT & I INSTALLED BY G.C. -0., li 7 FIXTURE G.C. TO REMOVE . I 5" H. X 3/4" TH. PLYWD. TRIM GLUE TO WALL ; AND ATTACH TO STUDS IN , - : ; 7 . co & ATTACH TO DEMISING WALL STUDS TOP I I 1. WALL. SECURE CABINET TO =_.= '''''.' r:,.=1'1"':',!,-'','''::.-:''' ;':'t'-',,,'•:!:,,:::'-,::H-- 11 & BOTTOM - G.C. TO FILL ALL HOLES. .4- I 7 7 7-) STRIP THROUGFI STANDARDS. il : SUPCD BY TENANT & INSTCD BY G.C. 7 . -.... ; TV ARMOIRE SUPPLIED BY PAINT p-i ,. 4 ; ; TENANT & INSTALLED BY 5/8" GYP. BD. - PAINT P-4 t t G.C. PREFINISHED P-1 ._..._________________— IF . i I , r 711 N. FIELDER RD. \ \ I ■ I \ , 1 1 1/2" DIA. POSTS PIM R STOP BASE AT ARMOIRE i ' COATED TO MATCH P-1 0) COATED TX 76012 ,.. © 24" O.C.0C W/ SLOTS © 2" \ " " . O.C. - SUPPLIED BY TENANT PH: (817) 635-5696 . (---4 ... /1---/ FRONT VIEW 4/), SIDE VIEW •' ‘ & INSTALLED BY G.C. ' 1/2"=1I-0" 3.. = 1. 0.. NOT USED _ 12 ENLARGED TV ARMOIRE DETAILS 6 TOP TRIM DETAIL AT HANGING SYST. 3 m iir- - _ - m "r- 1'-5 3/4'' ,, 4'-1 0" Z CO 4 _... 1" ,APIIIIIIIIIIIIIII , 1" NOTES: g 3/4" F.R. PLYWOOD INSTALLED --fa, 4 __. r. - '''. I I'..:..." -. .." .11'.. "..".111' -2,III — G.C. TO GLUE PLYWOOD BASE TO WALL & FASTEN Lai CC a EQ. 2 -0" I INTO STUDS TOP & BOTTOM. PATCH ALL HOLES F2 (5 , mmimmum2,-0,, :,Il & SAND AS REQ'D FOR PAINTING. .. BEHIND GYP. BD. il — 'in ir) 'I, 1 ill"" CONCEALED STANDARDS v) Y 0 ' T ARMOIRE SUPPLIED BY g 1 ,111 , - BASE IS SUPPLIED BY TENANT PRIMED AND IN 2 SEPARATE PIECES. \--- --,•.> TENANT & INSTCD BY G.C. 5 8" / - , r , EQ. W/ SLOTS @ 2" 0.C. G.C. TO SAND ALL EDGES, INSTALL, PATCH & SPARY PAINT ALL TRIM ,, 8)-0" A.F.F. s . ' W/ SEMI-GLOSS P-1 PAINT. .:.,. r _ -..: __i--1 I PLAN VIEW .::1111111 5/8" GYP. BD. - PAINT P-4 ii 1 5 CD . II FLAT PANEL TV SUPPLIED BY 1 1/2" DIA. POSTS POWDER ..z I . I _...__ __----' e fy 1'-5" COATED TO MATCH P-1 -_ ,..: I NNN cp 1 5. TENANT 8c INSTALLED BY G.C. . / 7-) 1 c__L\ @ 24" O.C. W/ SLOTS CO 2" CONCEAL ALL WIRING BEHIND 6.1/2" • .. O.C. - SUPPLIED BY TENANT C.1 , . G.C. TO ATTACH T ARMOIRE TO 5 CABINET SUPPLIED & INSTALLED 1._ _dr I & INSTALLED BY C.C. < ‘ - PLYWOOD IN WALL MIN. (4) LOCATIONS \. \-CN \-- --TE l BY G.C. - CONTINUOUS CAULK AT TOP OF u_ --a, jr1/2" LLI w :.-.......-1--J -5/8" GYP. BD. - PAINT PER A4.1 , \\-j-- 4" LONG FIXED WOOD BASE - CAULK TO MATCH BASE FACE OUTS „, 4 12" H. X 3/4" TH. PLYWD. BASE < W g:1417). '----+-1-i \ 11 IV ARMOIRE SUPPLIED BY I -1'-,- 0 (s 0 ATTACH TO DEMISING WALL STUDS TOP < -1 SUPL'D D m CONTINUOUS CAULK AT TOP OF TENANT & INSTALLED BY BASE - CAULK TO MATCH BASE .. c) l'il G.C. PREFINISHED P-1 CONCEALED STANDARDS - ScINSBTL°'-nAMY PAINT P-1-G.c. (PARTBY#CT8E9N2A2N)T & 0 u) 1 ----7- liiiiii 12" H. X 3/4" TH. PLYWD. BASE -co : 1 Z'D Z Cii) Z CLIP - SEE DETAIL o ATTACH TO DEMISING WALL STUDS TOP .,_ ,_,.--- WOOD STRIPS SUPL'D W/ -•-• 4/A6.1 I WOOD STRIP SUPL'D W/ . PI CO Z F....) • & BOTTOM - SUPCD BY TENANT & 1 . FIXTURE G.C. TO REMOVE c.) Pl- c) '• 611 . -. ;.. FIXTURE G.C. TO REMOVE a--- r,-) INSTCD BY G.C. - PAINT P-1 - I AND ATTACH TO STUDS IN . m = , 1/2" X 1 1/2" STL. TUBING M >„ 1 . AND ATTACH TO STUDS IN -CD C\J cp .' 'III -i-- CONTINUOUS CAULK AT TOP OF 1 1 10 I I WALL. SECURE CABINET TO :,.• 4„....31 ATTACHED TO 12 BASE ce E P. i WALL. SECURE CABINET -co 2"Th. 1'-O" -00 SUPPLIED BY TENANT & 0 0 BASE - CAULK TO MATCH BASE , ,____ . z TO STRIP THROUGH STRIP THROUGH STANDARDS. // 5/ Lc) a 1.,._ .::..1 I 1 ,_ INSTALLED BY G.C. 4" H. X 1/2" TH. PLYWD. BASE I --,-) : : STANDARDS. 2" -,- Q M Z C),_ „'`C re 0 :, . SUPL'D BY TENANT & INSTCD BY G.C. - PAINT p_i ANCHOR TO SLAB 2 3/4" 1 1'-2" / 2 SECTION ARMOIRE--,,..__... .0. -----SUPPLIED BY TENANT & CC LLJ f---- Z LI-1 , CONTINUOUS CAULK AT TOP OF BASE - CAULK TO MATCH BASE F- 0 * cs ,..,..., g . w u) re 3 cl) ---4 0 - W/ LAG BOLTS : WOOD STRIP SUPL'D W/ INSTALLED BY G.C. (..) ---) -> '''. 11111 .,, LEG FRAMES (3 PER T ARMOIRE) :.. DECORATIVE END CAP POWDER 0 < ,,tc cNi < $ FIXTURE G.C. TO REMOVE PREFINISHED P-1 gr- ( lX > O. Ni; 11/7 FASTENED TO SLAB (3) LOCATIONS -VINYL WOOD FC-2 $ 1/2" co COATED BROWN (111) CO to 17.- LVDc) 0- r V PER LEG FRAME. SUPL'D BY TENANT & INSTCD BY G.C. 1 . ,--4 V f ...1___ 4-" H. X 1/2" TH. PLYWD. BASE W a) cn Alt, 111 FINISH FLOOR k , ui riLATTfu SECURE CABINET 1 N `-'`--' TO STRIP THROUGH eL ja;i / GST.c0.PTBOASINESIA:ATLLAR4MnOBIRAESE NN I.'1,1_.___________________.------- SUPL'D BY TENANT & INSTL'D BY A c) c) mol 'anummrammummanummwommamaniumwmoutiommmommemommummwo 2WOMMUMMIWIAWWWWWOOMMWW0aMin I ! -;.' STANDARDS. \ AT ARMOIRE IF GAP FROM \ G.C. (PART #C8923) - PAINT P-1 . . ........... co ------- -1" FLOOR EXCEEDS 1/2" r cNi 4'-3" I ; ii 1 I FINISH FLOOR . \ 04 a) 1 \ \ C.i 1111 I Sh. 1 1/2"---/ $ $ - - 4"--- jt, .... Mil_l.miummommommia . 11211 . 'NW. : " / FRONT VIEW 4" 71, SIDE VIEW L 1 1/2" = 11-0" 3/4" = 11-0" 1/2"=11-0" 3"=11-0" v) - T-ARMOIRE MOUNTING DETAIL 11 "1"V ARMOIRE SECTION 8 ENLARGED 2 SECT. ARMOIRE DTLS. 5 BASE DETAIL AT HANGING SYSTEM 2 . . _ . = 1- ,, 1'-5 3/4" ,, 1'-5" G.C. TO ATTACH WD. WM 0 M / 4 / ,te BLOCKING TO DEMISING \ \-\ . • a • 11 ec K. Lii \ iy--- --tr, _ \ .............,. \ WALL STUDS - SHIPPED - I mow - - ,..... ...... r 0 Q. _ in ...AI 10 SEPARATELY -,1.-\ 1 1 ■Nowl in H. X 1/2" TH. PLYWD. TRIM a \ .1 \ `N 5/8" GYP. BD. 1 1 SUPCD BY TENANT & INSTCD ........ <-1 WOOD STRIP SUPL'D W/ i■ 1 c.,, 1 I 1 BY G.C. - PAINT P-1 1 1 I FIXTURE G.C. TO REMOVE k I o-) i AND ATTACH TO STUDS IN 1 i 1 III 5" H. X 3/4" TH. PLYWD. TRIM o ,.1 WALL. SECURE CABINET I:1.--k 1:::::: f.,!-- 1 1 SUPL'D BY TENANT & INSTCD co < 2 3/4" 1 1'-2" 11 '.-.,- PLYWD. BASE & OR TRIM 1 1 BY G.C. - PAINT M / TO STRIP THROUGH 4 ' SUPPLIED BY TENANT & I 1 P-1 >- _1 cp --I ',1 STANDARDS. \ i. 1 \ \ INSTALLED BY G.C. I 1 1 PAINT p-i I 1 1/2" X 1 1/2" STL. TUBING 0 c: i 4" LONG FIXED WOOD 1 1 1-- al CONCEALED STANDARDS 2'-0" O.C. 2'-0" O.C. SUPPLIED BY TENANT &ATTACHED TO 12" BASE FACE OUTS ■' ritl 0 I © 24" O.C. 1 1 ATTACH STL. POST TO TUBING LI.1 Li 1 ■ INSTALLED BY G.C. ell D W/ METAL CLIP I I i a f II = v) v) 1 1 1 v) v) ; \/A fo 11 = 1 .V \ 1, --•-• ° (2 k 1 - 0 I i\i—I Li 4 (..) ..‹ 4 CONCEALED STANDARDS -co , , o c, 1 i I NOTE: G.C. TO CONCEAL STL. TUBING lo WOOD STRIP SUPL'D W/ _, i ATTACH STL. TUBE TO WOOD -- 4 m -i 1 @ 24" O.C. ..,•„ _ __. ---'. TRIM 8c/OR BASE I I CONNECTION BEHIND POSTS ,,ic,VCTek-n . ,_ , ,,,h- : I 1 TYP. CONNECTION 24" O.C.c) 1 FIXTURE G.C. TO REMOVE - Li... v) ./' la71 -.., . - •1 AND ikTTACH TO STUDS IN -c) c. 1 ---4-<___ I II _bio : '1,- co c) I s !, I ic, . 4 WALL. SECURE CABINET l 0-I Li-1 z J § 0 • ' S.--.? ""il 1 1 1 . p -. ,0 li TO STRIP THROUGH -co ._, i.0 i 1 2 SECTION ARMOIRE ' , „ I 1 1 1.... —1 1/2" DIA. POSTS POWDER li 1 -4 3/4" STANDARDS. Lucc (-) 1.-- = I SUPPLIED BY TENANT & 0 1/2" STL. TUBING I co I COATED TO MATCH P-1 m c) /1 / z c) I ATTACHED TO WOOD BASE WOR : I 1 0 24" 0.C. W/ SLOTS @ 2" %,,, LL., (....) 4 INSTALLED BY G.C. 1% -) - 1 I TRIM - SUPPLIED BY TENANT I I I O.C. - SUPPLIED BY TENANT ... PREFINISHED P-1 a- ....._ 1 0 " TV SEATING FIXTURE -c.,, . -- i & INSTALLED BY G.C. I 1 1 & INSTALLED BY G.C. SUPPLIED BY TENANT & (-.1 -, - 1 I 1 11 INSTALLED BY G.C. - 1- 2 1 1'-2" in 1 1 I PREFINISHED P-1 I In i / • P"'""/ 1 1 1/2 X 1 1/2 STL. TUBING &.,),/) . (-1..,,-'›s:r Tr % 'I-- 1 ' • Ill I ATTACHED TO 12" BASE SUPPLIED BY TENANT & !I i 1 og 1 0 0.6' 1 1 1 1 1 I INSTALLED BY G.C. 11 ; 0 0 2„ 0 1 1 1 HANGING SECTION 1 WOOD STRIP SUPCD W/ LA 1 1 0 I 12” 3/4" TH. PLYWD. BASE , 11 FIXTURE G.C. TO REMOVE 1 ; u-) Lu 1 1 1-SUPL'D BY TENANT & INSTCD & ARMOIRE , 4 AND ATTACH TO STUDS IN i E 1 I I BY G.C. - PAINT P-1 . 4 WALL. SECURE CABINET 1 < > PART #C8922 DETAILS .,% TO STRIP THROUGH 2,, E \ 4 4 n /-4" TH. PLYWD. BASE \ \ ",...5- . STANDARDS. ,n-i 11 lii IN co __. 4. SUPCD BY TENANT & INSTL'D ""1 ..4_ ...,_____ .4.1g tr c., --- m I - .. ,_ ,,_ No _.....,.... _ _ BY G.C. - PAINT P-1 :\ 0) i PART #C8923 SHEET NUMBER: : : \ \ \ co\ \ \ , . \ \ \ ...,,, .... 3/4" = 11-0" 3/4" = 11-0" 6"=1I-0" 0" TV SEATING SECTION 10 2 SECTION ARMOIRE SECTION 7 POST & TUBE ATTACHMENT DETAIL 4 ELEV. AT TYPICAL HANGING SYSTEM 1 A6 • 4 . . . . • , _ \ crazy 111 FIGURE 2 LATERAL FORCE BRACING (FIGURES 2 AND 3) HANGER (SUSPENSION) WIRES (FIGURES 5a AND 5b) PLUMB 1/6 LATERAL FORCE BRACING - • CEIUNGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5o) COUNTER SLOPING WIRES ARE MAXIMUM 8" THAT SUPPORT A CEIUNG ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE PROVIDED (FIGURE 5b). SOURCE: ASTM C 636 SECTION 2.1.4 THIS DOCUMENT PROVIDES THE BRACING REQUIREMENTS. SOURCE: CISCA ZONES 3-4 IBC-REFERENCED STANDARDS FOR THE Q • HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. INSTALLATION OF SUSPENSION SYSTEMS 45' OR LESS 45' OR LESS • LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES (SEE FIGURE 2). SOURCE: CISCA ZONES 3-4 . % FOR ACOUSTICAL LAY-IN CEILINGS. LATERAL FORCE BRACING 15 REQUIRED FOR CEIUNGS OVER 144 SQUARE rttl AND NOT REQUIRED FOR CEIUNGS LESS THAN ANY CONNECTION DEV�E AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 �, ,II\ 1:117 D Q Q INCORPORATION OF THIS DOCUMENT WILL //j 144 SQUARE Ftt► PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. SOURCE: STATE OF POUNDS. SOURCE: CISCA ZONES 3-4 PROVIDE A MORE UNIFORM STANDARD FOR ri OREGON, BUILDING CODES DIVISION POWDER DRM:N SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SOURCE _INSTALLATION AND INSPECTION. THIS LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. STATE OF OREGON, BUILDING CODES DMSION DOCUMENT IS DESIGNED TO ACCOMPLISH / SOURCE: CISCA SEISMIC ZONES 3-4 FIGURE 5a C O R P O RATIO N THE INTENT OF THE INTERNATIONAL . \ TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A BUILDING CODE IBC WITH REGARD TO ` ;;=",'==t '' • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM PERIMETER WIRE {SEE FIGURE 4 do 5b). SOURCE: CISCA ZONES 3-4 ( ) ` \% 12 GAGE EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 FROM THE PLANE OF THE CEIUNG. SOURCE: CISCA SEISMIC ZONES 500 HOWARD STREET THE REQUIREMENTS FOR SEISMIC DESIGN •°'e: "'}"��`=�=��'�°'�=�•''' "`"; "'` 45' OR LESS P Y D 3-4 WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT SAN FRANCISCO, CALIFORNIA 94105 CATEGORY D, E, AND F FOR SUSPENDED ,.: :Z-: `="'` ,=:.,` 45' OR LESS S LA E`='==` <`'`�">�-°" DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM „,:.<;� :,:; :�>a:=Y;..�.�;::;�=:�-;�,-d BRACE WIRES 3 76mm CEILINGS AND RELATED ITEMS. UNLESS a ` T • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN OF BACK-TO-BACK 1-1/4" COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. SOURCE: CISCA ZONES 3-4 / ( ) \ SUPPORTED BY ENGINEERING THE ; <Y. �.. .; SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, y���l �,N��,( �'°^ WHICHEVER IS GREATER CURE 6 SOURCE CISCA ZONES 3-4 ' c SUSPENSION SYSTEM SHALL BE INSTALLED ��'.. : _,: PER THE REQUIREMENTS FOR SEISMIC \- `>' ;'-`.∎:.',:: �`" • "POWDER DRIVEN SHOT-IN-ANCHORS" WHEN USED FOR SEISMIC APPLICATION AS PART OF TEH PRESCRIPTIVE PATH IN ELECTRICAL FIXTURES DESIGN CATEGORY (SDC) D E AND F PER " -h j= r-' 1 SEISMIC DESIGN CATEGORIES D, E AND F SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPUCATtONS ANO SHAH + '''�`'__:=-'. °' Al CROSS TEE MAIN BEAM I► THE IBC. MANUFACTURERS Y REQUIRE 'SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS • LIGHT FIXTURES WlIGFING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGE WIRE CONNECTED FROM THE MINIMUM 45' MINIMUM 45' RBE FOLLOWED. FIXTURE TO THE STRUCTURE ABOVE. THIS UECA SEISC ZONES 3 4 LIGHT FIXTURES WOOING MORE THAN FIGURE 3 ATTACHED AT OPPOSING CORNERS OF MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS CISCA SEISMIC ZONES 3-4▪ RIDGED BRACING MAY BE USED IN UEU OF SPLAY WIRES. SOURCE: ASCE SECTION 9.6.2.6.2.2 LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE: CISCA SEISMIC ZONES 3-4• REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), • CEIUNGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CIVIL EMT CONDUIT SOURCE PORTLAND BUILDING DEPARTMENT • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE FIGURE 5b • COUNTER SLOPING ENGINEERS ASCE?-05 AND CEIUNGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. (ASCE7-05) 1 2" EMT conduit up to 5'-1 O" • ��- STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: SOURCE CISCA SEISMIC ZONES 3-4 -` °-r - _ • PARTITIONS THAT ARE TIED TO THE CEIUNG AND ALL PARTITIONS GREATER THAN 6 I•tti IN HEIGHT SHALL / CISCA 3 BE LATERALLY BRACED TO TEH STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEIUNG SPLAY 3/4" EMT conduit up to 7'-8" • THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3) • TANDEM FIXTURES MAY UTIUZE COMMON WIRES. 711 N. FIELDER RD. BRACING SYSTEM. SOURCE IBC SECTION 1621.1.2 1" EMT conduit up to 9'-9" VERTICAL HANGER WIRE ATTACHMENT ARLINGTON, TX 76012 • FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB TECHNICAL DOCUMENT 1201. METAL STUDS MECHANICAL SERVICES PH: (817) 635-5696 • ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE ASCE 7-05 ITEM 9.6.2.6.2.2o Single 1-5/8" metal stud (20 gauge) up to 12'-0" SHOT-IN-ANCHO' E, 3/4" .. • TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAGE WIRES L cvi • ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION Back-to-bock 1-5/8" metal stud up to 15'-0" CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK. W EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 (20 gauge) WALL MOLDINGS (FIGURES 4a AND 4b) SOURCE: CISCA SEISMIC ZONES 3-4 STRUCTURAL CONCRET -''15/8 m WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE • TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE CEILING CLIP MAX m Timm� Single 2-1/2" metal stud (20 gauge) up to 13-6" • END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL HAVE A 3/4 INCH STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE; CISCA SEISMIC ZONES 3-4 III CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM b Z • THESE RECOMMENDATIONS ARE INTENDED Back-to-back 2-1/2" metal stud up to 15'-0" 3 TURNS ":� W �D FOR SUSPENDED CEILINGS INCLUDING (25 gauge) • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE VERTICAL HANGER WIRE °" w<( GRID, PANEL OR TILE, LIGHT FIXTURES ---SUED TO SATISFY THE REQUIREMENTS FOR THE 2-INCH CLOSURE ANGLE. SOURCE: STATE OF OREGON, BUILDING SEISMIC SEPARATION JOINTS(FIGURE 7) '" p Y CODES DMSION I— W 2 AND AIR TERMINALS WEIGHING NO MORE SOURCE: PORTLAND BUILDING DEPARTMENT FOR CEIUNG AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION FIGURE 6a v 6 V THAN 4LBS PER SAUARE FOOT. SOURCE • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOH-HS EXTENDING TO THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEIUNGS BRACING SYSTEM, `'I ASCE 7-05 ITEM 9.6.2.6.1 NOTE: PLENUM AREAS GREATER THAN 15'-O" WILL REQUIRE ENGINEERING A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE: ASCE 7-05 ITEM 9.6.2.6.2.2 d CALCULATIONS. BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. SOURCE: STATE OF OREGON, • maximum 3" 41) • ALL WIRE TIES ARE TO BE THREE TIGHT BUILDING CODES DIVISION • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED (7 mm) e ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE TURNS AROUND ITSELF WITHIN TRHREE • THERE SHALL BE A MINIMUM 3/4 INCH CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN-ATTACHED WALLS. GENERIC JOINT DENIED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP SPLAYED SEISMIC BRACING WIRE ATTACHMENT INCHES. TWELVE GAGE HANGER WIRE SOURCE: ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM b DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. SOURCE STATE OF OREGON, BUILDING CODES DMSION. t. SPACED 4 FOOT ON CENTER (FIGURE 1). IN UEU OF SEISMIC SEPARATION JOINTS, THE CEIUNG MAY BE DMDED INTO AREAS LESS THAN 2500 SQUARE rttl BY SOURCE ASTM C 636 ITEM 2.3.4 • THE USE OF PARTITIONS OR SOFHIS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE ; -7 SPREADER BARS (FIGURE 4b) LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFHIS SHALL DRILL-IN EXPANSION ANCHOR ;,/ G • CHANGES IN CEILING PLANES WILL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED "'' REQUIRE POSITIVE BRACING. SOURCE • SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS TEES AT AND LATERALLY BRACED TO THE STRUCTURE ABOVE. SOURCE: STATE OF OREGON BUILDING CODES DMSION — O LI- ASCE 7-05 SECTION 9.6.2.6.2.2. ITEM F. PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN UEU STRUCTURAL CONCRETE 45' L ii U_ OF SPREADER BARS. SOURCE: CISCA SEISMIC ZONES 3-4 • OTHER THAN PARTITIONS AND SOFHTS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING 4.,*,,, rt Q ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. SOURCE STATE OF OREGON BUILDING CODES DMSION. STEEL STRAP 1 WIDE x 2 LONG x t �/ W • SPREADER BARS ARE NOT REQUIRED AT PERIMLIENS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE 12 GAGE MINIMUM o ANGLES. 3 TURNS t r FIGURE 4a FIGURE 4b • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPLAYED SEISMIC BRACING WIRE ATTACHED WALL MOLDING REQUIREMENTS UNATTACHED WALL MOLDING REQUIREMENTS a N • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF (� r- "N*, . 1--* THE PERIMETER WALL. FIGURE 6b Z Z l WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS O CO Z O \� „�� �/ „ ^� MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES I— ~ aximum 8 aximum 8 < O Z M DMSION CNI WALL (202 mm WAS (202 mm Ct _ I' i Y 7 Z,4 ''''- J I 0 N (9 0 . 0)` o '°I Spreader bar or other suitable system J , Lk_ 1 4.0. � - � required to keep perimeter components I ( = G --\. from spreading apart IU W W p) minimum 0 3/4" (19 `° 0 Q a N Q a. 2" �f m(nimun �' I ` minimurr Y r O 2" (50 mm) 2" (50 mm) mm) at u 0 nattached w O walls 6 - < 0 0 °• M CO N N - `SPRINKLERS ... , i / ‘...- e-- v-- FOR CEIUNG WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER DO NOT ATTACH ANYTHING TO THE THROUGH THE CEIUNG TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN UNDERSIDE OF THE ROOF DECK. ALL LOADS t ti THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMIIILL) AS AN ALTERNATE. SOURCE: ASCE 7-05 9.6.2.6.2.2. ITEM e AND BRACING MUST BE ADEQUATELY FLANGE Y SUPPORTED FROM THE GROUND OR FROM 3/4" 4. POP w THE PRIMARY ROOF STRUCTURE. NOTE: ALL MINIMUM STOREFRONT CONSTRUCTION MUST BE (=j H SUPPORTED FROM THE GROUND ONLY. FIGURE 7 w z GLOSSARY FOR THIS DOCUMENT(REGIONAL TERMINOLOGY MAY VARY) o J O w 5.- W w CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES rY O 0... � THE CROSS MEMBER THAT THE BRACING METHOD USED TO HANGER WIRES PLACED WITHIN m INTERLOCK WITH THE MAIN BEAMS, PREVENT CEIUNG UPLIFT OR EIGHT INCHES OF THE M < W ALSO KNOWN AS CROSS RUNNERS RESTRICT LATERAL MOVEMENT SURROUNDING WALLS. >- _I M OR CROSS T-BARS. DURING A SEISMIC EVENT. C' —I LATERAL FORCE BRACING CONSISTS PLENUM O DIFFUSER OF VERTICAL STRUTS AND SPLAY THE SPACE ABOVE A SUSPENDED 0 0 A CIRCULAR OR RECTANGULAR WIRES. CEIUNG. Li' METAL GRILL USED FOR THE W 1.4J PASSAGE OF AIR FROM A DUCTED MAIN BEAM SLACK WIRE al = D U SYSTEM. THE PRIMARY SUSPENSION MEMBER A 12 GAGE.A E THAT IS NOT J SUPPORTED BY HANGER WIRES, TIGHT OR TAUT. ESSENTIAL SERVICE ALSO KNOWN AS THE MAIN BUILDINGS RUNNER, CARRYING TEE, CARRYING RUNNER OR MAINS. SPREADER OR SPACER ANY BUILDINGS DESIGNED TO BE BAR USED BY PUBLIC AGENCIES AS A FIRE STATION, POLICE STATION, MOLDING/CLOSURE ANGLE A BAR WITH NOTCHES TO PREVENT `' EMERGENCY OPERATIONS CENTER, A UGHT GAUGE METAL ANGLE OR THE SUSPENSION SYSTEM FROM .A1:4 STATE PATROL OFFICE, SHERIFF'S CHANNEL FASTENED TO THE SEPARATING, ALSO CALLED A OFFICE, OR EMERGENCY PERIMETER WALL OR PARTITION TO STABILIZER BAR. & ,,2 u) COMMUNICATION DISPATCH CENTER. SUPPORT THE PERIMLILR ENDS OF 12 1 1 � AN ACOUSTICAL CEIUNG GRID SPLAY WIRES CD i ` �" IA WIRES INSTALLED AT AN ANGLE --'- GRID PERIMETER CLIPS RATHER THAN PERPENDICULAR TO 9 THE MAIN BEAMS AND CROSS TEES ti����. PROPRIETARY ANGLE BRACKET THE GRID. OF THE SUSPENSION SYSTEM. - �'°) 1 � ATTACHED DIRECTLY TOT EH WALL r HANGER WIRE MOLDING/CLOSURE ANGLE WHICH VERTICAL STRUTS` az. E 10 OR 12 GAGE SOFT ANNEALED ALLOWS FOR 3/4" MOVEMENT IN THE RIGID VERTICAL MEMBER USED WIRE USED AS PRIMARY SUPPORT THE EVENT OF SE]SMIC ACTIVITY IN LATERAL FORCE BRACING OF ,.. FOR THE GRID SYSTEM. ALSO AND INTERLOCKS PROPERLY WITH THE SUSPENSION SYSTEM. ALSO "' -)• . ENDS OF GRID SYSTEM. KNOWN AS A COMPRESSION POSTS, �. CALLED SUSPENSION ES SEISMIC PODS, SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT (EMT), METAL SEISMIC STUDS OR PROPRIETARY PRODUCTS. _ DETAILS SHEET NUMBER: 1/2"=1"-0" ik6 • 5 e SEISMIC SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS _ 1 I , 1 -------------- ---- LAM TOP WD-2 Crazy 8 AND PVC EDGE 2'-0" 2'-0" 2I-0" If %4'' EDG-1 DETAIL TO -I WD-1I I /2(' f f /21i MATCH • 41". ._.k--.&- 1 \ \ I • .,,,,• --.-----IEDG 1 .. '-------EDG 1 ...- -0\ 'INN A/ 4,5 I I 1 I \ \ \ 1 1 1 1 i-:', , , , , u „, , , , , , , , , CORPORATION 2>, EQ. /7 2" EQ. 2"2,/ EQ. . . /7 2" cD WD-1 1 WD-1 II WD-1 .,_ . -- I 1 1 - I -- WD-1 I . 500 HOWARD STREET c,, 1 I I I — ,— SAN FRANCISCO, CALIFORNIA 94105 IN I -CNA 'I -,-) 1 1 I 1 --,, WD-1 WD-1 WD-1 IN co i i 1 i I IN, 1 i I I 1 1 1 I , 1 1 1 1 \ 1 -II MT-1 —N.- 1 -..41 MT-1 -1.5-1 ---,r- .,,, EDG-2 ..A7-IEDG-2 '-,t- /2" 1/2'' ,.. . . r 4$0-,,,,,,- EDG-1 \ '0 BASE TO BE Ns- -,t-- -.....----1 WD 2 I III.- -.as WD 2 ---,i- ATTACHED IN FIELD. , 1■ 11 . *I WD-2 \ \ \ \ ,i- ' \ ' \ \ ' \ B '''' , 11 BASE TO BE 11 BASE TO BE ,,:_,_ , , . " BASE TO BE ATTACHED IN FIELD. ATTACHED IN FIELD. ATTACHED IN FIELD. 711 N. FIELDER RD. B A B A ARLINGTON, TX 76012 PH: (817) 635-5696 1"=11-0" 1"=1 u-0" NI BACKWRAP FRONT ELEVATION 9 CASHWRAP ELEVATION - CUSTOMER SIDE 3 85' T- . . T— z (0 w w a o 6,, 1--- I WD-1 I--- LAM TOP WD-2J 1 I-3 1/2" LAM TOP WD-2 6'-4" / A-A ---0 AND PVC EDGE / AND PVC EDGE 1'-4" 3'-8" 1'-4"I-4" 2I-6'' 6 -4'' EDG-1 DETAIL TO 1 1 1/2" 4" EDG-1 DETAIL TO / / / / / , „/ MATCH CASHWRAP )r ,/ — WD-1 i MATCH CASHWRAP A-A -NI 1 I-3" /1/1/)1 1 I-8" 3/4" 2'-1 1/2" 3/4 1 I-8" 1>1) L...__J ____v...„ 1 • • r .I. _ \ '"-- \ -a- a, CN\ -, 0 - i i> It 1 OM r\ IN N p --1 -' r " /3".it' - i . \ \ \ \ r Lckiz ,. , -,..-- -. -.. -, /3 ie Q___-.9- - I I rl ri' Lnk'--.4- ILI re u_ , --d- j --' ii it=t1., r.-) IX la i< I- - \ I ,----- I I _ \ ,t- ro , cNi < fX C:1 Cn I -- ' C D k` . — D i' „ _ -,, . 1 ._10 , Fri n n ,-; A, 2 r--i , ..,.., ,ity /1 n ;-I- - ir -c, { 1,,1 ril CN IN \ / 1 " \\ . — — I I I 1 k ii CY CI i — \, \\- . ,:.- I 7-_—_,..._ ___ I----1-1--- -'-; . 1 - .. T co , 1 , ,...z,...__ a -,-, ,,_ , / )t'c12 \ ' -,,, _LI_ r'0 cNi CI) Z / IG QUADPLEX Z 1 / / \ CO z le -., ,- / . DATA LINE DATA ___I ( L. Z7--7_ CNI --c-Ni I= E ----1 \ 1- / ---- 1 LINE --- _ \ / - PHONE LINE 0 (9 cn , \ — -.\ — c., w -±11 i•ZI, \ c,, J N\NN\ -.. //// L T . - --,. :-\: r T---1.07r 1- -1 r4.?„..,, -1----,, 1 A 1 *1 1 ,(-7 ; 1 : 1 '--4 1 lisli --„,- ---, , - .. , u_ , , 7,1-- , - -10 Z a / J BASE TO BE N / i• E ., t---,----=_-\__ - --:--,1 r—ATTACHED IN FIELD. \-- - N ,' \ : 17,7--- --‘71 T- 1 . i-f- , --- n-21 \ \ \ . ci . \ „ 0 . .:. „ \ \ t\ , 1/24 A-A --11` STUB-OUT CAVITY FOR ELECT., PHONE & DATA ,-) Li --) rt C.k)Uj c%Cni 141 , if. 0 1'-0 1/2" 9 1/2" 1 I-8" 1 -0 1/2" 9 1/2" TOP OF CASH WRAP 0 0 \-1/8" THICK BASE TO BE \ t-MIDDLE BRACKET --"*" # 0 / BASE X CL 4- 52 La 0) CONNECTION PLATE ATTACHED IN FIELD. WITH BACKWRAP SUPPLIED A-A / 3/4#'' , '3/4 3/4#'' 3/4" a_ SUPPLIED W/ BACK WRAP A -A SECURE TO FLOOR SLAB A -A NOTE: W cr) 0) AT BOTH ENDS WHEN ATTACHING POWER & DATA TO CASHWRAP DO g o o NOT PENETRATE EXTERIOR OF CASHWRAP. MAKE ALL .....,,, -..„. ATTACHMENTS BELOW THE TOP OF CASH WRAP BASE LINE. CNI \ VERIFY PROPER SIZE OF SCREW BEFORE ATTACHING TO \ CV ENSURE PENETRATION DOES NOT OCCUR. .-- 1"=1'-0" _ v) - BACKWRAP ELEVATION - EMPLOYEE SIDE 8 CASHWRAP ELEVATION - EMPLOYEE SIDE 2 c) - Lu KEY DESCRIPTION 0 w o 0 0_ 0 1, 3A ......- ...ir WD-1 MDF (El) / ARCADIA WHITE PU PAINT A7.1 2A-A 5 CUSTOMER SIDE I-1-1 0 -■ WD-2 MDF (El)) / LAMINATE (MATCH TO WHITE PU PAINT) w 0 (CL- cco EDG-1 PVC (1/8" THICK) / MATCH TO LAMINATE 9A Ga. _T3. r-i... 141 EDG-11 \ 0 --I Li r -I 0 A7.1 ii-----rr- -—iii, EDG-2 PVC (0.6mm THICK) / MATCH TO LAMINATE PHONE LINE IG QUADPLEX F2 se u_ CUSTOMER SIDE -----DUPLEX In LAJ 1.11 MT-1 SATIN NICKEL Ili / ,, 6 ' v)-4" DATA LINE v) / ) 8A-A-al--2'-O" 2'-0" --01-- 2I-0" 2' /21 9B 1 / 0 WD-2 \ 0 r--. A7.1 -,10r-L- --1-11121,-1- -"Ciri-- -"tar- ' CNI iCir 9Vdp 7 11 IT i zct i 1 I , I 1.4- I I I 1 7._ I C,1 -) 1 1 , ,---)---1 LJ=_J MIDDLE BRACKET SUPPLIED.---i I i ' 1 1 I ,,T-1' -- — I 1-NI 7 --- --- 8A-A A7.1 i-J _1 - Li Cc) IP %■• c7.2-' -La' i r -1 r I 12 \I— WITH BACKWRAP \ \ ____ • 0 I-- -- -H t- --i \ \ 1/8" THICK 1/8" THICK Allk 2 1/4" DIA. HOLE 8A-A--"*--- 9B-`11--- 2A-A -■ CONNECTION PLATE CONNECTION PLATE A7.1 '#'1 1 • (sc. ‘- 6'-2 1'-2 3/8" 1'-2 3/8" / / / / / / .:‘,.,,> ., Ecj ,fi) EMPLOYEE SIDE 6I-4" CASHWRAP/ , A7.1 NOTE: NOTE: BACKWRAP G.C. TO SHIM AND LEVEL CASHWRAP DURING INSTALLATION. BASE G.C. TO SHIM AND LEVEL CASHWRAP DURING INSTALLATION. BASE IS SHIPPED SEPARATE AND IS TO BE INSTALLED BY G.C. ON-SITE. EMPLOYEE SIDE IS SHIPPED SEPARATE AND IS TO BE INSTALLED BY G.C. ON-SITE. DETAIL SHEET NUMBER: - 1"=1'-0" 1"=1'.-0" FINISH SCHELDULE BACKWRAP PLAN 7 CASHWRAP PLAN 1 A7 • 1 • TABLE OF CONTENTS DIVISION ONE: GENERAL REQUIREMENTS DIVISION 0: CONDITIONS OF THE CONTRACT SECTION 01100 - SUMMARY OF WORK SECTION 01735 - SELECTIVE DEMOLITION Crazy 4E1 00700 GENERAL CONDITIONS (AIA A201-1997) 00800 SUPPLEMENTARY CONDITIONS A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE 'GYMBOREE' STORE AS INDICATED IN F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH; DISPOSE OF A. SELECTIVE DEMOLITION: REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION AND UTILITIES DIVISION 1: GENERAL REQUIREMENTS CONTRACT DOCUMENTS. OFF-SITE AT INTERVALS APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO AS NEEDED TO COMPLETE PROJECT. REMOVE EXISTING ELEMENTS INDICATED AND ENCOUNTERED DI D VISI SUMMARY OF WORK 1. ITEMS NOTED "NIC" (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER APPLICABLE AUTHORITIES. DURING CONSTRUCTION, AS NEEDED TO COMPLETE WORK. E OR UNDER SEPARATE CONTRACT. G. SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. 1. REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OF PROJECT, REPLACE 01300 ADMINISTRATIVE REQUIREMENTS 2. HAZARDOUS MATERIALS: NOT IN CONTRACT; OWNER WILL PROVIDE FOR HANDLING OF OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING CONSTRUCTION. 01400 QUALITY REQUIREMENTS H. FIELD OFFICE: PROVIDE WEATHER-TIGHT FIELD OFFICE, WITH LIGHTING, ELECTRICAL OUTLETS, ,. 01500 TEMPORARY FACILITIES AND CONTROLS HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS PROJECT. IF HAZARDOUS HEATING, AND VENTILATING EQUIPMENT, AND EQUIPPED WITH FURNITURE. 2. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT AND -pee MATERIALS ARE SUSPECTED, NOTIFY OWNER IMMEDIATELY. COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND REINSTALLATION. 01600 PRODUCT REQUIREMENTS 1. TELEPHONE SERVICE: PROVIDE TELEPHONE SERVICE AND FAX SERVICE TO SITE DURING I � 01630 SUBSTITUTIONS AND PRODUCT OPTIONS B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES ON-SITE CONSTRUCTION OPERATIONS. 3. PROTECTION: PREVENT MOVEMENT AND SLI I LEMENT OF ADJACENT STRUCTURE; PROVIDE 01700 EXECUTION REQUIREMENTS WITH BUILDING MANAGEMENT. 2. TELEPHONE SERVICE: PROVIDE CELLULAR PHONE WITH ON-SITE PERSON IN CHARGE; BRACING, SHORING, AND UNDERPINNING AS NEEDED AND BE RESPONSIBLE FOR SAFETY AND CORPORATION 01735 SELECTIVE DEMOLITION C. CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; PROVIDE PHONE NUMBER TO OWNER'S PROJECT MANAGER. SUPPORT OF STRUCTURES. ASSUME LIABILITY FOR SUCH MOVEMENT AND SLIILEMENT. 01800 SYSTEMS DEMONSTRATION LIMIT ACCESS AS DIRECTED BY OWNER & LANDLORD. I. STORAGE: LIMIT ON-SITE STORAGE TO AREAS DESIGNATED FOR CONSTRUCTION OPERATIONS 4. UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTILITIES; 500 HOWARD STREET D. LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF RECOGNIZED DISCONTINUE WORK IF UNEXPECTED UTILITY LINES ARE ENCOUNTERED. DETERMINE LINE SAN FRANCISCO, CALIFORNIA 94105 DIVISION 2: SITE CONSTRUCTION (NOT USED) ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. AND APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE ADDITIONAL WEATHER-TIGHT, SOURCE AND USE PRIOR TO REMOVAL. CAP AND IDENTIFY EXISTING UTILITY LINES REMOVED. E. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE SECURED OFF-SITE STORAGE AS REQUIRED. J. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR DAMAGE, F:w �:-r_ t: ;,F DIVISION 3: CONCRETE - � � �° _ ° _ , CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS OR USE OF TEMPORARY - - Q r ��°F- .-�.fy'�":��i,FS_a-_3`ra�s..f t���tiF# i-.x- -- -:° - 03540 CEMENTITIOUS UNDERLAYMENT DISCREPANCIES OBSERVED OR NOTED BY OTHERS. .=,' ,:...5 FACILITIES. - ° - ° k F. STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID Ai,,'fa£ °` ' _.-� ' ,_`_'><<. DIVISION 4: MASONRY (NOT USED) REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE SECTION 01800 - SYSTEMS DEMONSTRATIONS DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. s°.: ;m,_ k9 DIVISION 5: METALS _ = 05500 METAL FABRICATIONS G. OWNER FURNISHED CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR A. SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR 05700 ORNAMENTAL METALS SEC TION 0 160 0 - PR ODU CT REQUIREMENTS FULLY OPERATIONAL STATE FREE OF DEFICIENCIES IN MOST EFFICIENT AND TIMELY MANNER INSTALLATION. ACHIEVABLE. = ACHI A A� - DIVISION 6: WOOD AND PLASTICS 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE, INSTALL AND FINISH. A. CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT DOCUMENTS; WHERE 06105 MISCELLANEOUS ROUGH CARPENTRY =. ` ' LISTED IN CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT LISTED 06200 FINISH CARPENTRY SHALL NOT BE USED WITHOUT WRITTEN APPROVAL. -- -- . 06400 ARCHITECTURAL WOODWORK B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE NEW 711 N. FIELDER RD. DIVISION 7: THERMAL AND MOISTURE PROTECTION MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. 07210 BUILDING INSULATION SECTION 01300 - ADMINISTRATIVE REQUIREMENTS C. INSTALLATION: INSTALL ITEMS PLUMB, LEVEL AND SECURE, AND IN CORRECT RELATION TO DIVISION TWO: SITE CONSTRUCTION (NOT USED) ARLINGTON, TX 76012 07560 ROOF REPAIRS ADJACENT PRODUCTS; SECURE IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED PH: (817) 635-5696 07600 FLASHING AND SHEET METAL A. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO WITHSTAND STRESSES, VIBRATION, AND RACKING. 07810 PATCHING EXISTING FIREPROOFING TO OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN WRITING AT TIME OF 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS N 07840 FIRESTOPPING SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT DOCUMENTS. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. ' w 07900 JOINT SEALERS 1. SUBMITTAL BY CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD D. TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMAGED co Tow DIVISION 8: DOORS AND WINDOWS CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. DIVISION THREE: CONCRETE z r" 08110 STEEL DOORS AND FRAMES DETERMINED AND VERIFIED BY CONTRACTOR. E. HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO g 08310 ACCESS DOORS AND PANELS 2. REVIEW OF SUBMITTALS BY OWNER'S PROJECT MANAGER SHALL BE FOR DESIGN PREVENT SOILING AND DAMAGE; PROMPTLY INSPECT TO ASSURE PRODUCTS ARE CORRECT, 08410 ALUMINUM FRAMED STOREFRONTS CONCEPT ONLY AND SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE CORRECT. SECTION 03540 - CEMENTITIOUS UNDERLAYMENT Y 08700 HARDWARE CONTRACT DOCUMENTS. F. STORAGE: STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS, WITH SEALS _0 08830 FRAMELESS MIRRORS B. CONSTRUCTION PROGRESS SCHEDULE: BAR CHARTS OR CONTRACTOR'S STANDARD AND LABELS INTACT AND LEGIBLE. A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS 0 G. PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC AND FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. DIVISION 9: FINISHES COMPUTERIZED SCHEDULES, UPDATED REGULARLY, NO LESS THAN MONTHLY. CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. B. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, REGULARLY ENGAGED IN C. SCHEDULE OF VALUES: A!A FORM G703 OR APPROVED FORMAT. INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. 09260 GYPSUM BOARD ASSEMBLIES H. SPECIFIED PRODUCTS: FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR 09300 TILE D. SHOP DRAWINGS: SUBMIT ONE REPRODUCIBLE AND TWO PRINTS; PROVIDE FOR CUSTOM MANUFACTURERS, SELECT PRODUCTS OF ANY NAMED MANUFACTURER MEETING SPECIFICATIONS. C. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. 09510 ACOUSTICAL CEILINGS PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA. D. MANUFACTURER: ARDEX, INC./K-15; W.R.BONSAL CO./SELF-LEVELING WEAR TOPPING. 09640 WOOD STRIP FLOORING E. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR OWNER'S E. SYSTEM: POURABLE CEMENTITIOUS, HIGH-STRENGTH, FAST-SE I 1ING, NON-SHRINK, 09650 RESILIENT TILE FLOORING PROJECT MANAGER; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR SELF-LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, ASTM 09655 RESILIENT SHEET FLOORING OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM. C349. G 09900 PAINTS AND COATINGS F. SAMPLES: PROVIDE SAMPLES FOR EACH TYPE OF EXPOSED FINISH, COLOR, AND TEXTURE; SECTION 01630 - SUBSTITUTIONS AND PRODUCT OPTION F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION 0 g u- MINIMUM SIZE 6", MAXIMUM SIZE 12" UNLESS OTHERWISE SPECIFIED; SUBMIT ONE SAMPLE FOR INSTRUCTIONS. W ce Q DIVISION 10: SPECIALTIES ARCHITECT TO RETAIN, ONE SAMPLE FOR FIELD OFFICE, AND NUMBER REQUIRED BY CONTRACTOR. A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR APPROVED; g H 10680 COMPACT MOBILE STORAGE UNITS G. MANUFACTURER'S CERTIFICATES: PROVIDE TWO. REQUESTS FOR SUBSTITUTIONS OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN < Q ° 10810 TOILET ACCESSORIES H. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF WRITING. _1! m DIVISION 11: EQUIPMENT (NOT USED) OWNER; COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN Cl) CONSTRUCTION ELEMENTS. SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS Z C4 Z DIVISION 12: FURNISHINGS (NOT USED) 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE CONTRACTS. NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED. 0 CO Z p 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; 2. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DIVISION FOUR: MASONRY (NOT USED) Q 0 M DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTION DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL INCLUDE COST OR < E- Z N TO, AND PLACING SUCH EQUIPMENT IN SERVICE. TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE COST OR TIME BENEFIT IS x P. DIVISION 14: CONVEYING SYSTEMS (NOT USED) 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL JUSTIFICATION FOR REJECTION. 0 0 C' o cn o WORK; CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS; COORDINATE LOCATIONS OF 3. CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR HAS Z Z �- Q o DIVISION 15: MECHANICAL (REFER TO MECHANICAL DRAWINGS) 4 FIXTURES AND OUTLETS WITH FINISHES. INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED _ 0 z I. PROJECT MEETINGS: SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL ARRANGEMENT, PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME DIVISION FIVE: METALS w I- W °W DIVISION 16: ELECTRICAL (REFER TO ELECTRICAL DRAWINGS) PREPARE AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES. APPARENT. O Q Q N < 4. ARCHITECT'S DUTIES: OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY SECTION 05500 - METAL FABRICATIONS w e 1 ��' a �. VD AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT CO m 1- INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. OWNER'S PROJECT MANAGER A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT HAS THE RIGHT TO EMPLOY ARCHITECT TO EVALUATE AND APPROVE SUBSTITUTIONS. INCLUDED AS PART OF OTHER SECTIONS, WITH ANCHORS AND ACCESSORIES AS REQUIRED FOR g o SECTION 01400 QUALITY REQUIREMENTS COMPLETE INSTALLATION. N ND B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, PRODUCT DATA FOR �, N A. GENERAL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION BY OTHERS. SERVICES, SITE CONDITIONS AND WORKMANSHIP. ' SECTION 01700 - EXECUTION REQUIREMENTS C. STEEL SHAPES: ASTM A36 STEEL. B. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, D. GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED, N REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON-SITE A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY 0 DIVISION ZERO: CONDITIONS OF THE CONTRACT OBSERVATIONS AND RECOMMENDATIONS. EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR MANUFACTURER FOR APPLICATIONS INDICATED. _ 1. REPRESENTATIVE SHALL: INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER. E. FASTENERS AND ROUGH HARDWARE: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE o SECTION 00700 - GENERAL CONDITIONS A. OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED ZINC-COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. w QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. o a. B. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND A. GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. C. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT AS APPLICABLE. PAINTS SPECIFIED IN SECTION 09900 - PAINTING. v DOCUMENT A201, 1997 EDITION, IS A PART OF THIS CONTRACT, AND SHALL GOVERN WORK. C. MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURERS' w 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. D. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF OBSERVATIONS. RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO PERSONS INVOLVED, AND MAINTAIN 1. GALVANIZING REPAIR PAINT: HIGH ZINC-DUST CONTENT PAINT FOR REGALVANIZING w 0 C. MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED. WELDS IN GALVANIZED STEEL. a. ONE SET IN FIELD OFFICE. o a. D. TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTING LABORATORY, D. INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED; GRIND m Q AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH WITH ADJACENT FINISHED SURFACES, AND >- J 1. TESTING REQUIRED WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR EASE EXPOSED EDGES TO APPROXIMATE 1/32" UNIFORM RADIUS. E. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET, PROVIDE 0 SECTION 00800 - SUPPLEMENTARY CONDITIONS BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY p 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TESTS AND SHALL ASSIST VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. FASTENED. F. CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH DISTURBED AREAS rn A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND TESTING LABORATORY AS REQUESTED. 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. TO MATCH ADJACENT MATERIALS AND FINISHES. al DIVISION 1, GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF I. FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL PRIME PAINT n 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO v_> c, V) EVERY PART OF PROJECT. INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM G90 COATING, GALVANIZED AFTER - - B. DIVISION 1: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION MATCH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST FABRICATION. OR WORK-RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. 1. CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING DIVISION 1. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS G. FINAL CLEANING: CLEAN INTERIOR IOR AND EXTERIOR SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH TRANSPARENT AND GLOSSY GALVANIZED OR PAINTED FINISH. ec Ta ,,' C. SUBCONTRACTORS: CONTRACTOR AGREES TO BIND SUBCONTRACTORS AND MATERIAL SUPPLIERS SURFACES; VACUUM CARPETED AND SOFT SURFACES; CLEAN DUCTS; CLEAN SITE. J. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM • ■ �, TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. A. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ENSURE ALIGNMENT D. PAYMENTS: SEE CONSTRUCTION CONTRACT. REQUIRED TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS AND TO CONFORM H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION `. :t E. INSURANCE: AS APPROVED BY OWNER. WITH REQUIREMENTS OF APPLICABLE AUTHORITIES. COMPLETED. WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE LIST IN INSTALLATION. ' OF ITEMS TO BE COMPLETED. a a F. MISCELLANEOUS DEFINITIONS: 1. CONTRACT GOVERNING AUTHORITIES TO ESTABLISH EXTENT OF TEMPORARY FACILITIES AND 1. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER MATERIALS TO - 1. APPROVED: REQUIRES WRITTEN ACTION BY ARCHITECT AS DOES TERMS SUCH AS TEMPORARY CONTROLS REQUIRED BY AUTHORITIES. APPROPRIATE TRADES. nr.r* DIRECTED, SELECTED, REQUIRED, ORDERED, DESIGNATED, ACCEPTED, ACCEPTABLE, AND B. TEMPORARY POWER: PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS, SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. 2. AFTER INSTALLATION, TOUCH-UP FIELD WELDS AND SCRATCHED AND DAMAGED `` ~ I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH N SATISFACTORY. ' ' WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY T NT SYSTEMS HAV N T ST AND ARE AN W RK I R SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED CONTRACT DOCUMENTS, HAVE BEEN TESTED E D 0 S EADY - �. 2. FURNISH: SUPPLY AND DELIVER TO PROJECT, UNLESS OTHERWISE STATED IN GREATER MEANS OF CONSTRUCTION-TYPE POWER CORDS. SURFACES, AS APPLICABLE. - ;. e: :; '. DETAIL. C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED DRINKING FOR FINAL INSPECTION. 3. INSTALL: OPERATIONS AT PROJECT, FROM INSPECTING AND UNLOADING, TO COMPLETION WATER AND SANITARY FACILITIES WITH ENCLOSURES. J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD DOCUMENTS; IN PLACE, READY FOR INTENDED USE. D. NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO KEEP SEPARATE FROM FIELD DOCUMENTS. SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND SPECIFICATIONS 4. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND POLLUTION CONTROL. FINISH DATA, OPERATION AND INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION. OTHERWISE STATED IN GREATER DETAIL. E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM 1. SUBMIT BOUND IN 8-1/2" X 11" THREE RING BINDERS WITH DURABLE PLASTIC OPERATIONS; AND AS REQUIRED BY GOVERNING AUTHORITIES. COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS. 1. FENCE: MINIMUM 8'-0" COMMERCIAL CHAIN LINK OR SOLID WOOD CONSTRUCTION K. WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND FENCE; EQUIP WITH GATES WITH LOCKS. MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. 2. SECURITY: MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION PERIOD. 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND AS PRESCRIBED BY SHEET NUMBER: LAW, REGARDLESS OF WORDING OF WARRANTY. S P.. 11 , _ SECTION 05700 - ORNAMENTAL METALS SECTION 07600 - FLASHING AND SHEET METAL SECTION 07900 - JOINT SEALERS CrazY 49 A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH ACCESSORIES AND K. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY A. GENERAL: PROVIDE FLASHING AND SHEET METAL, REGLETS, AND ACCESSORIES AS REQUIRED A. GENERAL: PROVIDE EXTERIOR AND INTERIOR JOINT SEALERS NOT PROVIDED ELSEWHERE; TYPE ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION. STANDARD. FOR ROOF REPAIRS AS REQUIRED FOR COMPLETE, WEATHERTIGHT INSTALLATION. SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE B. ORNAMENTAL METAL ITEMS: L. INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, B. STANDARDS: CONFORM TO SMACNA "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS INSTALLATION. 1. PROVIDE BREAK METAL SHAPES AS INDICATED ON DRAWINGS. TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING CONCEALED SHIMS. FOR FLASHING AND SHEET METAL. B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL EXPERIENCE ON C. SUBMITTALS: FURNISH PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES OF EACH EXPOSED M. PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND C. DESIGN REQUIREMENTS: ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PRODUCTS. D 0 Q MEAL FINISH. SCREWS; APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND LEAVE READY TO FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS, WHEN C. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EXPOSED JOINT SEALERS IN gi y'lyk D. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING RECEIVE SITE-APPLIED FINISHES. SUBJECT TO 100 YEAR SEASONAL TEMPERATURE RANGES. REQUIRED COLORS. v ORNAMENTAL METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. 1. SEAL CONCEALED AND SEMI-CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER D. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED PRODUCTS. D. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, E. STAINLESS STEEL: ASTM A666, TYPE 302/304 CORROSION RESISTANT STAINLESS STEEL WITH CONSISTENT WITH FINISH COATS SPECIFIED UNDER SECTION 09900 - PAINTS AND COATINGS. E. WARRANTY: CORRECT FAILURE OF METAL FLASHING SYSTEM TO RESIST PENETRATION OF WATER BECAUSE OF LEAKING, CRUMBLING, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND CORPORATION NO. 4 SATIN DIRECTIONAL FINISH. AND DAMAGE FROM WIND; WARRANTY PERIOD TWO YEARS. LOSS OF ADHESION; WARRANTY PERIOD TWO YEARS. HOWARD STREET F. ALUMINUM: MINIMUM ASTM B209, 6061-T6 PLATE AND SHEET, ASTM B221, 6063-T6 F. FLASHING AND SHEET METAL: MATCH EXISTING, BUT NOT LESS THAN FOLLOWING: E. EXTERIOR NON-TRAFFIC JOINTS: GE/SILPRUF, DOW/790-795, OR PECORA/854, LOW SAN 500 HOW AN ALIFOREIA 94105 EXTRUSIONS; SIZED FOR STRENGTH AND DURABILITY CONSISTENT WITH APPLICATION INVOLVED. 1. GALVANIZED METAL FLASHING: ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 MODULUS SILICONE SEALANT. 1. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS COPPER, AND WITH MINIMUM G90 GALVANIZED COATING; MINIMUM 24 GAGE. F. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECORA/NR-200 UREXPAN, INTENDED FOR POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. SECTION 06400 - ARCHITECTURAL WOODWORK 2. PREFINISHED METAL FLASHING: 24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED MULTI-COMPONENT POLYURETHANE, SELF-LEVELING JOINT SEALER. G. BRACKETS AND ANCHORS: UNEXPOSED PLATES, ANGLES AND SUPPORTS MAY BE STEEL; KYNAR 500 TYPE FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FI LM; COLOR AS - '. , , , , . . ,- . ,.. G. MILDEW-RESISTANT SANITARY SEALANTS: GE/SANITARY SEALANT, DOW/BATHTUB CAULK, OR EXPOSED ITEMS TO MATCH ORNAMENTAL METAL TYPE AND FINISH. A. GENERAL: INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS AND WOOD PANELING SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. - INDICATED T WN R FURNISHED; PROVIDE WOOD PANELING NOT INDICATED AS OWNER PECORA/863 #345 WHITE, PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO TO OWNER 3. ALUMINUM FLASHING: ASTM B209, ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR H. FASTENERS: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE CONCEALED FASTENERS EXCEPT WATER. FURNISHED, AND PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. „ WHERE SPECIFICALLY APPROVED; WHERE EXPOSED MATCH TYPE AND FINISH OF METAL BEING OTHER ALUMINUM COMPONENTS; THICKNESS MINIMUM 0.050" AT FLASHINGS. H. GENERAL INTERIOR JOINT SEALER: PECORA AC-20 OR SONNEBORN/SONOLAC,SONOLAC ACRYLIC OR B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY STANDARDS 0 / FASTENED. 4. STAINLESS STEEL SHEET METAL: ASTM A666, 2D ANNEALED FINISH, SOFT TEMPER LATEX EMULSION. 1. CONCEALED STEEL FASTENERS: HOT-DIPPED GALVANIZED MINIMUM G90 WHERE BUILT WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK STANDARDS; MINIMUM » PREMIUM GRADE. EXCEPT WHERE HARDER TEMPER IS REQUIRED FOR FORMING OR PERFORMANCE; 0.015 (28 I. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, AND INTO EXTERIOR WALLS OR SUBJECT TO HIGH HUMIDITY. GAGE) TYPICAL. APPLICATIONS MM N Y NT MANUFACTURER FOR ;-_-s- _�. � �= f. ,�:, ..=x� _�.,; SEALANT BACKER RODS AS RECOMMENDED DED B SEALA E PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES INCLUDING _ , t t } .: _<<: I. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN LOADS. C. SUBMITTALS: FURNISH RODUC D 1. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND IRREGULARITIES. SAMPLES OF EXPOSED MATERIALS. 5. COPPER SHEET METAL: ASTM B370, COLD ROLLED 16 OZ. (0.0216") THICK; SOFT INDICATED. , 2 EXPOSED-TO-VIEW SURFACES EXHIBITING PITTIN G SEA M MARKS, R OLLE R MARKS, "OIL D. STORAGE AND HANDLING:I N G CO MP L Y WITH MANUFACTURER RECOMMENDATIONS. TEMPER WHERE REQUIRED FOR FORMING. 1. OVERSIZE BACKER ROD MINIMUM 30 % TO 50 % OF JOINT OPENING. TIT REGLETS; FABRICATE F AM METAL E EGLETS 0 S E F F . R : FRY SPRING OK OR MM SYSTEMS/SNAP F RANGE - - G. EGLETS L J. COLORS: AS INDICATED OR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL ° '°;��'�-:�:-„,�•F;.:,-�:m°a = ,,...� CANNING," STAINS, DISCOLORATIONS, AND IMPERFECTIONS ON FINISHED UNITS ARE NOT E. ACCESSORIES: PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL ARCHITECTURAL / . , , WOODWORK AS INDICATED; COORDINATE ACCESSORIES REQUIRED FOR INSTALLATION OF OWNER AS ADJACENT FLASHING AND SHEET METAL. OF COLORS. ACCEPTABLE. H. METAL TO METAL SEALANT: BUTYL TYPE; NON-STAINING, NON-CORROSIVE, NON-SHRINKING, K. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, 711 N. FIELDER RD. 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FURNISHED ARCHITECTURAL WOODWORK NOT FURNISHED WITH ARCHITECTURAL WOODWORK. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS. NON-SAGGING, ULTRA-VIOLET AND OZONE RESISTANT. AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. ARLINGTON, TX 76012 FASTENED; PROVIDE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS. TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED ARCHITECTURAL I. INSTALLATION: COMPLY WITH SMACNA MANUAL. L. INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, WITH 1. INSTALL ME WOODWORK WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. METAL FLASHING AND SHEET METAL IN ACCORDANCE WITH SMACNA C1193. PH: (817 635-5696 PREFORMED SEPARATORS, OR SIMILAR METHOD TO PREVENT CORROSION. 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND ARCHITECTURAL SHEET METAL MANUAL; TIGHT IN PLACE, WITH CORNERS SQUARE, SURFACES 1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED .. J. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES AS INDICATED ON RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND APPROVED SHOP DRAWINGS. STRAIGHT WITH NO DISTORTIONS. DRAWINGS. IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WITH COMPLETE w (Ni 1. INSTALL PLUMB TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE FROM 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. "WEIIING" OF BOND SURFACES. CO Tow' 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE 2. INSTALL SEALANTS WHERE REQUIRED TO PREVENT DIRECT WEATHER PENETRATION. M . DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE AND PERFORMANCE. 3. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES NOISE DUE TO THERMAL AND PROPERLY PLACED, COMPLETE, AND HAVE BEEN INSPECTED BY ARCHITECT PRIOR TO Z 2. PRIOR TO SECURING CONTINUOUS ITEMS, ADJUST TO ENSURE PROPER MATCHING AT AIR MOVEMENT, AND WIND WHISTLES. g BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH. COMMENCEMENT OF INSTALLATION. w Pc 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, X CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. DIVISION EIGHT: DOORS AND WINDOWS cn =� 5. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. U 6. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS S PROVIDING FOR THERMAL AND BUILDING MOVEMENTS. SECTION 07810 - PATCHING EXISTING FIREPROOFING 7. ACCEPTABLE TOLERANCES: DIVISION SIX: WOOD AND PLASTICS A. VARIATION FROM TRUE POSITION: MAXIMUM 1/16" AT ANY POSITION AND MAXIMUM A. GENERAL: PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR SECTION 08110 - STEEL DOORS AND FRAMES 8" IN ANY 10'-0" LENGTH. CONSTRUCTION TYPE; NO ASBESTOS PERMITTED. 1/8" B. DESIGN REQUIREMENTS: PROVIDE MATERIALS CAPABLE OF ATTAINING FIRE RATINGS AS A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR B. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. REQUIRED FOR TYPE I, FIRE RESISTIVE CONSTRUCTION. COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700 - HARDWARE. SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY C. PERFORMANCE REQUIREMENTS: PROVIDE MATERIALS LISTED BY UL OR INDEPENDENT TESTING B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES" OR p AND INSPECTION AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW METAL MANUAL." a0 A. GENERAL: PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD. 1. FIRE RESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN 1. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, W 0 U- B. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ACCORDANCE WITH ASTM E119. WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. ft W E< (AITC), AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. 2. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME SPREAD AND 25 SMOKE C. SUBMITTALS: SUBMIT PRODUCT DATA. Q o C. BLOCKING: COMPLY WITH PS 20; GRADED BY AN AGENCY CERTIFIED BY NATIONAL FOREST DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION DENSITY WHEN TESTED IN ACCORDANCE WITH ASTM E84. D. MANUFACTURERS: AMWELD, CECO, OR PIONEER. Q PRODUCTS ASSOCIATION (NFPA) AND OF TYPE RECOMMENDED FOR APPLICATION INVOLVED; D. CERTIFICATE: SUBMIT MANUFACTURER CERTIFICATION INDICATING APPLICATOR ACCEPTABILITY AND E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE; SDI MODEL 1, (= DOUGLAS FIR OR SOUTHERN PINE; MINIMUM CONSTRUCTION GRADE S-DRY. MATERIAL COMPLIANCE WITH APPLICABLE CODES AND CONTRACT DOCUMENTS. NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. , 1 Cl) D. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SECTION 07210 - INSULATION 1. CERTIFICATION SHALL INDICATE NEW MATERIALS USED TO PATCH EXISTING FIREPROOFED 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. z " Z MINIMUM 3/4" THICK MEMBERS AT NEW AND EXISTING WORK ARE COMPATIBLE WITH EXISTING FIREPROOFING MINIMUM 1 A AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR 0 00 Z p SPANNING SUPPORTING MEMBERS; FIRE RETARDANT TREATED; UM 3/ H CK UNLESS 2 GAGE. PROVIDE 18 GAGE E OTHERWISE INDICATED. A. GENERAL: PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE MATERIALS AND MEET ALL PERFORMANCE REQUIREMENTS. H DOORS. Q Q 0 N 1. PLYWOOD STANDARD: COMPLY WITH PS1 (ANSI A199.1). INSTALLATION. E. QUALIFICATION OF APPLICATOR: FIRM ACCEPTABLE TO MANUFACTURER OF FIREPROOFING F. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE KNOCK-DOWN 1- Z c� 2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND 1. INSULATION INTEGRAL WITH ROOFING REPAIRS IS PROVIDED WITH ROOFING, AND MATERIALS, WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. = ti APA C-D PLUGGED, INTERIOR TYP P 1 H ACOUSTICAL INSULATION IS PROVIDED WITH GYPSUM BOARD ASSEMBLIES. F. MANUFACTURERS/PRODUCTS: MATCH EXISTING BUT NOT LESS THAN W.R. GRACE/MONOKOTE (FIELD-ASSEMBLED)ED UNITS:FRAMES. N C' o < o�COMMUNICATION PANEL BOARDS, PAC D LUGGED, E LYWOOD W T G. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED EXTERIOR GLUE, FIRE RETARDANT TREATED; MINIMUM 1 2" THICK. B. THERMAL BATT INSULATION: OWENS CORNING/FS-25, USG/THERMAFIBER FS25, OR JOHNS OR ALBI MANUFACTURING DIVISION STANCHEM/DURASPRAY. DOORS AND FRAMES AS REQUIRED. Z Z `T1 0 re z / G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST I- _ *k E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND WITH ROOFING; MANVILLE/FSK-25; FOIL FACED VAPOR RETARDER FACED, VAPOR RETARDER TOWARD INSIDE. H. ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. 0 p RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. W rn FIRE TREAT WOOD CONCEALED IN INTERIOR; FIRE TREAT BLOCKING AT ROOFING WHERE REQUIRED 1. THICKNESS/R-VALUE: AS INDICATED ON DRAWINGS. I. FABRICATION: CONFORM TO REQUIREMENTS OF SDI OR NAAMM. w BY APPLICABLE AUTHORITIES. C. ACCESSORIES: PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSURE 1. PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALLOUT, 1. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR FRAMES; p Q Q oL: Q 1. PRESSURE TREATED: WATER-BORNE PRESERVATIVES FOR ABOVE GROUND USE PERMANENT INSTALLATION. AND DUSTING; MASK ADJACENT WORK AS REQUIRED. CLOSE OFF AND SEAL DUCT WORK IN SPACE EQUALLY ALONG STRIKE JAMBS; PLACE TWO SINGLE BUMPERS ON DOUBLE DOOR �0 CONFORMING TO AWPA C2 AND C9. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. AREAS WHERE FIREPROOFING IS BEING APPLIED. FRAME HEADS. 2. FIRE TREATED: CONFORM TO AWPA C20 AND C27, INTERIOR TYPE A AT INTERIOR 2. CLEAN SUBSTRATE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, PAINTS, PRIMERS, J. FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM , AND OTHER MATTER WHICH AFFECTS BOND OF SPRAYED FIREPROOFING. A60 GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. o APPLICATIONS; PASS ASTM D2898 RAIN TEST WHERE AT EXTERIOR WALLS AND ROOF; , IDENTIFY WITH FRTW. 3. APPLY FIREPROOFING IN SUFFICIENT THICKNESS AND DENSITY TO ACHIEVE REQUIRED K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND EITHER SDI OR NAAMM 3. KILN-DRY TREATED WOOD TO 19 % MOISTURE CONTENT AND DISCARD WARPED AND FIRE RATINGS. STANDARDS. N "-- DAMAGED PIECES. SECTION 07560 - ROOF REPAIRS 4. APPLY FIREPROOFING OVER SUBSTRATE, BUILDING TO REQUIRED THICKNESS WITH AS 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND • F. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE, SECURE INSTALLATION OF MANY PASSES OR STAGES NECESSARY TO COVER WITH MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE. r NFPA 80. L MISCELLANEOUS ROUGH CARPENTRY; GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED A. GENERAL: REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION, WITH 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL o, - WOOD; SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. G.C. DISTORTION OF 1/16". w G. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. TO USE LANDLORD'S ROOFING CONTRACTOR. _ 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATION (APA) B. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND U m FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK. WATERPROOFING MANUAL, 4TH OR 5TH EDITION. 0 w 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS. C. WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF SECTION 07840 - FIRESTOPPING SECTION 08310 - ACCESS DOORS AND PANELS 0 3. CORRELATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIGN REQUIREMENTS WATER AND DAMAGE FROM WIND; WARRANTY PERIOD OF TWO YEARS. A. GENERAL: PROVIDE PENETRATION-TYPE FIRESTOPPING FOR TIME-RATED FLOOR, WALL, AND Q AND BE PROPERLY LOCATED. D. ROOFING SYSTEM: MATCH EXISTING ROOFING, NO SUBSTITUTIONS PERMITTED; PROVIDE A. GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS > 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. MATERIALS CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GASES. LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE, WITH ACCESSORIES w cr 5. FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ROOFING MANUAL. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. FOR COMPLETE INSTALLATION. p 0_ ACCURATE FIT. 1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, C. STANDARDS: PASS ASTM E814 THROUGH-PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS 1. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE crl < 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING INCLUDING INSULATION WHERE EXISTING ROOFING IS INSULATED. AND ASTM E84 FLAME SPREAD/SMOKE CONTRIBUTION MAXIMUM 25/25. CONCEALED. >- J AS REQUIRED BY RECOGNIZED STANDARDS. D. MANUFACTURERS: 3M/FIRE BARRIER, STI/SPECSEAL OR PENSIL, OR HILTI/FIRESTOP SYSTEMS. B. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL. E. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. E. GENERAL: CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION C. MANUFACTURERS: MILCOR, J.L INDUSTRIES, OR KARP. p w i._ p REQUIREMENTS FOR EACH FIRESTOPPING APPLICATION, SUBJECT TO ARCHITECT'S ACCEPTANCE. D. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD UL APPROVED FRAMED �- 1. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT; REMOVE ONLY AS MUCH o F. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME-RATED FLOOR, TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. w w ROOFING AS CAN BE REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE, AND HOT 1. FRAMES: FABRICATE FROM MINIMUM 16 GAGE. N cn v BY ARCHITECT. v_> to to SECTION 06200 - FINISH CARPENTRY 2. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES AND DECK ARE CLEAN GASES. 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. - - AND SMOOTH FREE OF DEPRESSIONS WAVES OR PROJECTIONS, AND ARE PROPERLY 1. PENETRATION TEST: FURNISH MATERIALS PASSING ASTM E814 FOR PENETRATION FIRE 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. A. GENERAL: PROVIDE WOOD TRIM, WOOD SHELVING, AND ACCESSORIES AS REQUIRED FOR SLOPED TO DRAINS, VALLEY, OR EAVES. STOPPING INDICATING MAINTENANCE OF TIME-RATED ADJACENT ASSEMBLIES. 4. FINISH: FINISH WITH MANUFACTURER'S FACTORY-APPLIED ENAMEL PRIME COAT APPLIED 2. FIRESTOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN WHICH FIRESTOPPING IS OVER PHOSPHATE COATING ON STEEL. COMPLETE FINISHED INSTALLATION. 3. INSULATION APPLICATION: ATTACH INSULATION IN ACCORDANCE WITH INSULATION INSTALLED, SUCH AS FLOOR, PARTITION, OR WALL, IN ACCORDANCE WITH ASTM E119 TESTS. *' B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY STANDARDS OR MANUFACTURER'S INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE rr INSULATION ON DECK INVOLVED. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST REQUIREMENTS FOR FIRE RATINGS. x WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK" STANDARDS; MINIMUM RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE 6s2 LL, 4. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF COMPOSITION WIC/CUSTOM GRADE. 1. FIELD INSPECTIONS: MAINTAIN COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. C. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS FOR TYPE BASE, WALL AND FIELD FLASHINGS. AND RECOMMENDATIONS AT EACH WORK AREA. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. CD CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. 5. COORDINATE METAL FLASHINGS AND COUNTERFLASHING. 0 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE D. CERTIFICATION: CERTIFICATION WILL NOT BE REQUIRED. 6. COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHINGS. DAMAGED. E. MANUFACTURER: BERONIO LUMBER, CONTACT: STEVE BARISONE (415) 824-4300. 7. MOP IN AND SEAL FLASHINGS AND FLANGES OF ITEMS PROJECTING THROUGH ��' `-µ ':::1'�' ' F. DELIVERY, STORAGE AND HANDLING: COMPLY WITH AWl OR WIC STANDARDS AND MANUFACTURE MEMBRANE. . .e ---" F. MAINTAIN ANY EXISTING ROOFING SYSTEM WARRANTIES. - RECOMMENDATIONS.G. WOOD TRIM: PREMIUM GRADE FOR OPAQUE PAINT FINISH; WHITE BIRCH OR POPLAR UNLESS OTHERWISE INDICATED. S P E C I F I CATI O N S H. WOOD SHELVING: AWl OR WIC/CUSTOM GRADE, PARTICLEBOARD, OR HARDWOOD-EDGED PLYWOOD. I. ANCHORS, NAILS AND SCREWS: SELECT THE MATERIAL, TYPE, SIZE AND FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLT SCREWS FOR DRILLED-IN-PLACE ANCHORS. J. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. SHEET NUMBER: SP-2 { , crazy 8 SECTION 08410 - ALUMINUM FRAMED STOREFRONTS SECTION 08830 - FRAMELESS MIRRORS SECTION 09300 - TILE A. GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, A. GENERAL: PROVIDE FRAMELESS MIRRORS WITH ACCESSORIES AS REQUIRED FOR COMPLETE A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SE.IIING MATERIALS, GROUT, AND ACCESSORIES 1. ENSURE JOINTS OF WOO II BORING AR INE; ENSURE FULL ADHESIVE CONTACT AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. INSTALLATION. AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. FOR PERMANENT BOND TO SUBSTRA s B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) B. MIRROR GLASS: ASTM C1036, MIRROR QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER B. STANDARDS: COMPLY WITH TILE COUNCIL OF AMERICA "HANDBOOK OF CERAMIC TILE 2. LAY PATTERN AS INDICAT a i 1 DRAWIN , T NEATLY TO VERTICAL INTERRUPTIONS. "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." COATING, COPPER COATING AND ORGANIC COATING; 1/4" MINIMUM; ARRISED EDGES; FACTORY INSTALLATION INCLUDING REFERENCED ASTM AND ANSI STANDARDS. 3. PROVIDE DIVIDER AT CENTERLINE OF D•i IPENINGS AND WHERE FLOORING C. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. COATED AND SEALED AFTER CUTTING AND FINISHING. C. SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES OF EACH TYPE OF TILE AND GROUT. TERMINATES WI - E OR OTHER FLOOR FINISHES. n 0 0 e D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE, SHOP DRAWINGS, AND SAMPLES. C. MIRROR ATTACHMENT: PROVIDE STAINLESS STEEL BOTTOM SUPPORT ANGLES, MINIMUM 0.05" D. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. 4. PR• IV MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURF HANGES LEVEL U E. STRUCTURAL CERTIFICATES: PROVIDE CERTIFICATION BY STATE REGISTERED ENGINEER THICK, WITH FELT PADS FOR SE I I ING MIRRORS ON ANGLES; PROVIDE NONTOXIC MIRROR ADHESIVE 1. FLOOR TILE: PROVIDE NON-SLIP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 :''�' EN WOOD FLOORING AND ADJACENT FLOORING. INDICATING SYSTEM COMPLIES WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. AS RECOMMENDED BY MIRROR MANUFACTURER. COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM C1028. CORPORATION F. SPECIAL PROJECT WARRANTY: PROVIDE FOR CORRECTING FAILURES INCLUDING WIND DAMAGE D. INSTALLATION: ATTACH MIRRORS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND E. LATEX THIN SET: THINSET BOND COAT, LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI AND WATER PENETRATION TO INTERIOR SURFACES, EXCESSIVE DEFLECTIONS, AND DETERIORATION TO PROVIDE VENTILATION TO COATING; SET OR TRIM FELT TO FACE OF MIRROR. A118.4. 500 HOWARD STREET OF FINISHES, WEATHERSTRIPPING AND ACCESSORIES. SPECIAL WARRANTY PERIOD TWO YEARS. F. GROUT: ANSI A118.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, BOSTIK OR MAPEI. SECTION 09650 - RESILIENT TILE FLOORING SAN FRANCISCO, CALIFORNIA 94105 G. MANUFACTURER: AS INDICATED ON DRAWINGS.. G. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LIQUID RUBBER INTEGRAL TILE H. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. SEIIING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TILE A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH ACCESSORIES 1. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, APPLICATIONS ABOVE GRADE. AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM B221, 6061 OR 6063 ALLOY AND T5 OR H. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND BASE T6 TEMPER. COLOR AND PATTERN SELECTED. DIVISION NINE: FINISHES SUCH AS BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMASEAL. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM 2. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS I. PREPARATION: DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES , INTENDED FOR POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO VARIATION OF 1/8" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY I. GLAZING: ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT MEET REQUIRED TOLERANCES. , CARBONIZING AND DUSTING. _ D. RESILIENT TILE: 12" X 12" BY 1 8" THICK; VINYL COMPOSITION TILE CONFORMING TO ASTM SECTION 09260 GYPSUM BOARD ASSEMBLIES / _;..: GLASS; NOMINAL 1/4 SAFETY GLASS UNLESS OTHERWISE INDICATED. J. INSTALLATION: COMPLY WITH TILE COUNCIL OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE F1066 COMPOSITION 1; COLOR AND PATTERN AS INDICATED, AS SELECTED BY ARCHITECT FROM -- 1. APPLIED GLAZING FILM: INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. L D GLAZ G F LM. APPLY OWNER FURNISHED 3M FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. A. GENERAL: P RO V ID E GYPSUM BOARD SYSTEMS M S tN CLUD IN G MET A L FRAMING ACCESSORIES,, 1. TILE: INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA MANUFACTURER'S FULL OF COLORS AN D PATTERNS WHERE E NOT OTHERWISE RWISE INDICATED. ED . J. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY GYPSUM BOARD, JO INT TREATMENT,NT ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SE! METHOD; 1. MANUFACTURERS: ARMSTRONG W O RL D INDUSTRIES,TRt S, IN C A ZRO CK INDUSTRIES,USTR I ES INC. LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. LATEX-CEMENT THIN SET AND BOND COATS REQUIRED. 2. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT K. MISCELLANEOUS MATERIALS: B. STANDARDS: COMPLY WITH ASTM C754, ASTM C840, AND REQUIREMENTS FOR FIRE RATINGS. 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS; CAREFULLY PLAN PANEL TEST, WITH RESULTS OF 0.45 WATTS/CM2 OR HIGHER. 711 N. FIELDER RD. 1. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 1. DEFLECTIONS: MAXIMUM L/240 TYP., L/360 AT LOCATIONS INDICATED TO RECEIVE TILE. TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND 3. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST OZ. HOT-DIP ZINC COATING, ASTM A123, APPLIED AFTER FABRICATION. C. FIRE-RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION (GA) THROUGH DOORWAYS. WITH MINIMUM 0.6 RATING FOR FLOORS. ARLINGTON, TX 76012 2. BITUMINOUS PAINT: COLD-APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL FILE NO'S IN GA-600 FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING APPROVED BY 3. SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR E. RESILIENT BASE: FS SS-W-40, 1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, PH: (817) 635-5696 THICKNESS PER COAT. APPLICABLE AUTHORITIES. MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. STRAIGHT (TOP SET); PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 3. FLASHING: PROVIDE SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER BASE. d N OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR; MATCH MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE-SOURCE RESPONSIBILITY FOR SYSTEM. 2. HEIGHT: 4" UNLESS OTHERWISE INDICATED. w ADJACENT ALUMINUM MEMBER FINISH. E. SUBMITTALS: FURNISH PRODUCT DATA. 3. COLOR: SEE FINISH SCHEDULE. M r TEN 4. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE F. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM. (GYPSUM BOARD TO BE F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT Z SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM SULFUR FREE). SECTION 09510 - ACOUSTICAL CEILING FLOORING; LATEX-MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; g PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. G. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER STEEL FRAMING NONTOXIC WATER RESISTANT TYPE ADHESIVES. w o L. FABRICATION: FABRICATE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM TO ALLOW FOR AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS; PROVIDE ACCESSORIES AS REQUIRED A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND G. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING THIN 0 U CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION; FOR COMPLETE INSTALLATION. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR �j U PROVIDE FOR THERMAL MOVEMENT. 1. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC/DRYWALL SYSTEM IS B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR FINISHES; MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR 1. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING INSTALLATION OF ACOUSTICAL CEILINGS. WITHOUT SPALLING. CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, HAIRLINE ACCEPTABLE. C. PERFORMANCE REQUIREMENTS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES H. GYPSUM BOARD: CONFORM TO C840• UL LISTED FIRE RESISTANT GYPSUM BOARD. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING AND WEATHERPROOF. (UL). MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. 2. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS 1. STANDARD: ASTM C36, 5/8" THICK. 1. FLAME SPREAD/SMOKE DENSITY: PROVIDE PRODUCTS MEETING CODE REQUIREMENTS FOR I. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND WHICH WILL PREVENT CORROSION. 2. CORE BOARD: ASTM C442, 1" THICK. MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. LOCATION. M. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, I. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840. D. SEISMIC REQUIREMENTS: COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS FOR SEISMIC J. PREPARATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM; TYPE DESIGNED BRACING OF CEILING SUSPENSION SYSTEM, AND WITH ASTM E580. WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, G INDICATED, FOR WEATHERTIGHT INSTALLATION. TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND. E. SUBMITTALS: SUBMIT PRODUCT DATA, SHOP DRAWINGS INDICATING LAYOUT, AND SAMPLES OF HOLES AND DEFECTS WITH SUBFLOOR FILLER. 0 1. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAINTAIN 2. CORNER BEADS: MANUFACTURER'S STANDARD METAL BEADS. GRID, TRIM, AND CEILING UNITS. K. FLOORING INSTALLATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS AND p: ± W DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. 3. REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, FASTENERS: TYPES F. INSTALLER: FIRM WITH MINIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE IL w g<t 2. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES RECOMMENDED BY SYSTEM MANUFACTURER AND CONFORMING WITH ASTM C475. g F' TO BUILDING. J. FIRE RATED CONSTRUCTION: COMPLY WITH UNDERWRITER'S LABORATORIES CERTIFIED FIRE SIMILAR TYPE AND SCOPE; ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. FULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO < Q ou) ' TESTS AND APPLICABLE CODE REQUIREMENTS. G. PROJECT CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED, SUFFICIENT PRODUCE TIGHT JOINTS. _ _ 3. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESILIENT a C1 PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. 1. SHAFT WALL SYSTEM: PROVIDE AT SHAFTS AND WHERE INDICATED. WORK IS COMPLETED, TESTED AND APPROVED; ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS u) 4. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR K. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665, TYPE I ACOUSTICAL INSULATION AND ASTM H. ACOUSTICAL UNITS: TYPES AND MANUFACTURERS AS INDICATED ON DRAWINGS. DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING Z CO GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. C919 PAINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. I. SUSPENSION SYSTEM: AS INDICATED ON DRAWINGS. TERMINATES. O Z O 5. GLASS INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER L. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO I- CD INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. L. BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION Q 0 0 c,1 BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING; DO NOT USE LESS THAN HALF INSTRUCTIONS; APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND OTHER PERMANENT M >111 1,.., Z N 1. SPECIAL METAL STUD AND GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS WIDTH UNITS AT BORDERS. FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. X (' INDICATED ON DRAWINGS. 1. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND L.L. o < M. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT AND PARTITION SYSTEMS. EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. -' z Y 0 rx °z MANUFACTURER'S RECOMMENDATIONS. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, ASTM C636, AND APPLICABLE M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSED; BUTT TO i _ t- SECTION 08700 - HARDWARE 1. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH REQUIREMENTS FOR FIRE RATINGS. 1/8" „ FLOORING WITHOUT GAPS; SET IN ADHESIVE. 0 CO V in it w E MAXIMUM VARIATION OF 1/8 IN 10'-0" IN ANY DIRECTION. 1. FINISHED CEILINGS: TRUE TO LINES AND LEVELS AND FREE FROM WARPED, SOILED OR N. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S p Q Q N Q `� A. GENERAL: PROVIDE DOOR HARDWARE FOR HOLLOW METAL DOORS AND PROVIDE CYLINDERS 2. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS; INSTALL DAMAGED GRID OR ACOUSTICAL UNITS. tY ti) > a W RECOMMENDATIONS. co E= a o FOR DOORS PROVIDED WITH HARDWARE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED a. OPERATIONAL DOOR INSTALLATIONS. ADJACENT STUDS. LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN 10'-0". W rn a, B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES, 3. ENSURE SUSPENSION SYSTEM IS LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF g CD CD - ANSI/BHMA 156 SERIES STANDARDS. CABINETS, ACCESSORIES AND HARDWARE. EQUIPMENT WHICH IS TO BE PLACED AFTER INSTALLATION OF CEILING GRID. SECTION 09655 - RESILIENT SHEET FLOORING N C. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING 4. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL AND 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS, C N ACCESS FOR PERSONS WITH DISABILITIES. MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING; ALLOW REINFORCE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED A. GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUIRED FOR 1. FIRE RATED DOORS: COMPLY WITH REQUIREMENTS OF NFPA 80 AND APPLICABLE CODES ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE. TO SPAN REQUIRED DISTANCE. COMPLETE FINISHED INSTALLATION. t FOR FIRE RATED DOOR HARDWARE; PROVIDE HARDWARE BEARING UNDERWRITERS LABORATORY N. CEILING FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND 5. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING COLOR AND L (UL) LABELS. MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM. MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL; MITER CORNERS. PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE ACCESSORY. 0 D. SUBMITTALS: FURNISH SHOP DRAWINGS, PRODUCT DATA INCLUDING KEYING SCHEDULE, AND 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTAL C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM w SAMPLES OF EACH REQUIRED STYLE AND FINISH. 0. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND TO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH VARIATION OF 1/8" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING GYPSUM BOARD TO FURRING PATTERN AS DIRECTED. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. ALKALINITY, CARBONIZING AND DUSTING. tr 1. SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACTURERS FOR PROPER AND ACCURATE W SIZING AND LOCATIONS OF CUT-OUTS FOR HARDWARE. AND TO FRAMING. 7. INSTALL UNITS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. D. VINYL SHEET FLOORING: NOMINAL 0.080" THICK VINYL SHEET CONFORMING TO FS L-F-475, o .. E. GENERAL MATERIALS: PROVIDE COMPLETE HARDWARE WITH ACCESSORIES AS REQUIRED FOR 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR FIRE RATINGS. 8. INSTALL HOLD-DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE TYPE II, GRADE A.; COLOR AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S o DOORS AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. 2. PLACE CORNER BEADS AT EXTERNAL CORNERS; USE LONGEST PRACTICAL LENGTHS. CEILING IS WITHIN 2O'-0" OF AN EXTERIOR DOOR. FULL RANGE OF COLORS WHERE NOT OTHERWISE INDICATED. > F. HINGES: HAGER, LAWRENCE, MCKINNEY, OR STANLEY; FULL MORTISED BUTT HINGES; SIZE AND 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. L. ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE ANY 1. MANUFACTURERS: ARMSTRONG, LONSEAL, OR VPI FLOOR PRODUCTS. w 4. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS AND OPENINGS TO PRODUCE PART WHICH IS DAMAGED OR FAULTY. ca_ NUMBER AS RECOMMENDED BY MANUFACTURER; NONREMOVABLE PINS AT EXTERIOR OUTSWINGING 2. FLAMMABILITY: 0.45 WATTS/SQ.CM. OR HIGHER, ASTM E648. o eL SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES. m DOORS, BALL-BEARING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSERS. E. INTEGRAL BASE ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD COVE SUPPORT STRIPS m G. LOCKSETS/LATCHSETS: SCHLAGE, SARGENT, YALE, OR U-CHANGE; FULL MORTISE LOCKSETS 5. t FINISHING : COMPLY WITH GYPSUM ASSOCIATION (GA) "LEVELS OF GYPSUM BOARD AND FINISHED METAL TOP EDGE STRIPS; TYPE AND COLORS AS SELECTED BY ARCHITECT FROM CD TYPICAL AT DOORS TO PUBLIC AREAS, CYLINDRICAL LOCKSETS AND LATCHSETS AT OTHER IN SH GA LEVEL 4, THREE COAT FINISHING AND SANDING IS REQUIRED FOR SURFACES MANUFACTURERS FULL RANGE. LOCATIONS; SOLID LEVER TYPE WITH ROSE; KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR SECTION 09640 - WOOD STRIP FLOORING �F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT o APPLIED PAINT FINISHES. FOR DOORS FURNISHED WITH LOCKS. FLOORING. o 6. REMOVE AND REPLACE DEFECTIVE WORK. G. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING THIN H. OVERHEAD CLOSERS: LCN/4000 SERIES OR NORTON/7500 FULLY ADJUSTABLE; MODERN TYPE P. ACOUSTICAL ACCESSORIES INSTALLATION. A. . NERAL: PROVIDE SHOP FINISHED ACRYLIC IMPREGNATED WOOD STRIP FLOORING SYSTE SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR WITH COVER. WITH A . SSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. (n v) to I. ACCESSORIES: PROVIDE DOOR STOPS, THRESHOLDS, WEATHERSTRIPPING, TRIM, COORDINATORS 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES, AROUND CUT OPENINGS, BEHIND g SUBMI S: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLOW' NG AND FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS WITHOUT SPALLING. PASSING THROUGH PARTITIONS. EXPOSED ACCE ARIES, INCLUDING FINISH. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING 1. THRESHOLDS, STOPS, TRIM, AND MISCELLANEOUS HARDWARE: PROVIDE AS INDICATED, AS C. PROJECT CONI ONS: DO NOT INSTALL WOOD FLOORING SYSTEM UNTIL w CONSTRUCTION SPECIFIED, AS INCLUDED IN HARDWARE SCHEDULE, AND AS REQUIRED FOR COMPLETE 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN ACCORDANCE WITH MANUFACTURER'S WORK IS COMPLETED I SURROUNDING AIR HAS MAXIMUM MOISTURE CO ' NT OF 40 PERCENT. MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. N. �'• INSTALLATION. RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER, AT BASE PROVIDE PERMANENT HEA , IGHT AND VENTILATION PRIOR TO INSTAL • IN. I. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND �. . . LAYER AND FACE LAYER OF GYPSUM BOARD, AND PENETRATIONS OF PARTITIONS. LOCATION. 2. WEATHERSTRIPPING: PROVIDE CONTINUOUS WEATHERSTRIPPING AT TOP AND SIDES OF 1. MAINTAIN ROOM TE •.RATURE OF MINIMUM 65 DEGREES . FOR PERIOD OF SEVEN DAYS ,� w EXTERIOR DOORS. 3. TOLERANCE: MAXIMUM 1/4" SPACE BETWEEN GYPSUM BOARD AT FLOOR, CEILING, AND PRIOR TO DELIVERY OF MA 'IALS. J. PREPARATION: CONFORM WITH ASTM F710 AND MANUFACTURER'S RECOMMENDATIONS FOR �a -- 3. FIRE RATED GASKETS: PROVIDE CONTINUOUS FIRE RATED GASKETS AT TOP AND SIDES PENETRATIONS. PREPARATION; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES ' D. MANUFACTURERS: HARTCO OR AS DILATED ON DRAWL OF FIRE RATED DOORS. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF AND DEFECTS WITH SUBFLOOR FILLER. 4. THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR BOX, CLOSING OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FOR A. WOOD: AS INDICATED FINISH IS DRAWINGS, • GUE AND COVED EDGES WITH SHOP APPLIED K. INSTALLATION: COMPLY WITH FLOORING AND BASE MANUFACTURER RECOMMENDATIONS AND z COMPLETE ACOUSTICAL BARRIER. ACRYLIC IMPREGNATED FINISH INTENDED FOR • RECT IHESIVE APPLICATION TO CONCRETE. INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER FOR FULL 0 � FACES IN HIGHLY VISIBLE AREAS, UNLESS NO ALTERNATIVE IS POSSIBLE, AS DIRECTED AND F. ADHESIVE: TYPE AS RECOMMENDED BY MAN ) •.CTURER TO ENSURE MAXIMUM DURABILITY OVER ' X APPROVED, AND SHALL NOT BE USED FOR SOLID WOOD CORE DOORS. TIME; NONTOXIC, WATERPROOF TYPE SUITABL OR BORING, SUBSTRATE, AND ACCEPTABLE TO ADHESION; SCRIBE TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. J. FINISH: BHMA 626 (US26D), SATIN FINISHED CHROMIUM PLATED UNLESS OTHERWISE 1. LAY FLOORING WITH MINIMUM SEAMS, WITH PATTERN PARALLEL TO BUILDING LINES TO "= 9 ` ( ) APPLICABLE AUTHORITIES. INDICATED. G. SUBFLOOR FILLER: PREMIX LATEX 'EQUIRING WATER 0 TO PRODUCE CEMENTITIOUS PASTE. PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR K.REQUIREMENTSOFOR COMPLY CCESS AND MANUFACTURER FOR FIRE RATINGS.RECOMMENDATIONS, BHMA, AND APPLICABLE H. DIVIDER STRIPS: TYPE AS IN I ''TED, AS SELECTED BY ARC' ECT FROM MANUFACTURER'S OPENINGS NPROTECTED WHERE OR ADJACENT EDGES. FINISH IS DISSIMILAR; INSTALL EDGE STRIPS AT SPECIFICATIONS 1. FIT HARDWARE PRIOR TO PAINTING, THEN REMOVE FOR PAINTING OF DOORS AND FULL RANGE OF EDGE STRIPS 'HERE NOT OTHERWISE INDICATED. L. INTEGRAL COVE BASE: PROVIDE INTEGRAL COVED BASE INCLUDING COVE SUPPORT STRIP OR ' I. PREPARATION: BROOM •N SUBSTRATE SURFACE AND ENSURE FL■OR SURFACE IS SMOOTH FRAMES BEFORE FINAL INSTALLATION OF HARDWARE. FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP LEVEL WITH FLOOR LINES, WITH 2. HEIGHTS TO COMPLY WITH APPLICABLE CODES AND BHMA RECOMMENDATIONS. AND FLAT TO PLUS or INUS 1/8" PER 10 -0", FREE OF OIL, GREASE, I• T AND FOREIGN TIGHTLY BUTTED JOINTS, MITERED CORNERS; USE LONGEST TOP EDGE PIECES AVAILABLE, MINIMUM 3. HARDWARE GROUPS: REFER TO DRAWINGS. SUBSTANCE. USE EX FILLER TO PATCH CRACKS AND SMALL HOLES, AND Fe' MINOR LEVELING. 48" BETWEEN JOINTS. 1. GRI ► CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATIS .TORY M. WAXING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S SUB 'ATE FOR WOOD STRIP FLOORING. RECOMMENDATIONS. SHEET NUMBER: J. IN • CATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION N. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. INS ' CTIONS FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. s p_3 -- -------- - - ADDENDUM TO DIVISION NINE: FINISHES: DIVISION TEN: SPECIALTIES SECTION 09900 - PAINTS AND COATINGS SECTION 09962 - EPDXY RESIN FLOORING SECTION 09640 - WOOD PLANK FLOORING SECTION 10680 - COMPACT MOBILE STORAGE UNITS Crazy 11:3 DUR-A-GLAZE #4 18 TO 22 MIL THICK W/ POLY-THANE #2 A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS SATIN OR FLAT FINISH EPDXY RESIN FLOORING SYSTEM INSTALLATION GUIDELINES SOLID BAMBOO FLOORING A. GENERAL: INSTALL OWNER FURNISHED MOVABLE COMPACT STORAGE SYSTEM; PROVIDE REQUIRED FOR COMPLETE FINISHED INSTALLATION. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, PART 1 GENERAL GYMBOREE BAMBOO FLOORING SPECIFICATIONS B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE CODE-REQUIRED LABELS. 1.01 SUMMARY SYSTEM IS TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY THE FLOOR IS 5/8" X 3 5/8" X 37 3/8", VERTICAL, CARBONIZED, MATTE FINISH BAMBOO AND HAVE BEEN CORRECTED.MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL A. SECTION INCLUDES: PACKAGED IN BOXES OF 23.25SF PER BOX. C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION COATINGS. 1. EPDXY RESIN FLOORING AT "GYMBOREE" SALES AREA, SEE DRAWING FOR LOCATIONS. INSTRUCTIONS.RECEI V ING BAMBOO FLOORING 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. RNHI (A,iN 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND 1.02 REFERENCES MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, LEVEL, PLUMB, CORPORATION COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. BAMBOO FLOORING SHOULD BE RECEIVED AND STORED IN THE CLIMATE CONTROLLED SECURE AND AT PROPER HEIGHT. E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED PACKAGES AND A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): ENVIRONMENT SIMILAR TO THAT IN WHICH THE FLOORING WILL BE INSTALLED. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER 500 HOWARD STREET CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. 1. ASTM D-695 - TEST METHOD FOR COMPRESSIVE STRENGTH OF CHEMICAL-RESISTANT REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN SAN FRANCISCO, CALIFORNIA 94105 F. MANUFACTURERS: SHERWIN-WILLIAMS OR BENJAMIN MOORE. MORTARS, GROUTS AND MONOLITHIC SURFACING. DO NOT STORE IN A CONTAINER IN THE SUN. A CONTAINER ACTS AS A KILN AND WILL REMOVE PROGRESS. G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) 2. ASTM D-635 - TEST METHOD FOR RATE OF BURNING AND/OR EXTENT AND TIME OF TOO MUCH MOISTURE FROM THE BAMBOO. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION A S A BEST-GRADE- - ARCHITECT. TOUCH-UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO BEST PRODUCT BURNING OF SELF SUPPORTING PLASTICS IN A HORIZONTAL POSITION. gym. ,;;, �,4..' SHALL NOT BE ACCEPTABLE. 3. ASTM D-638 - STANDARD TEST METHOD FOR TENSILE PROPERTIES OF PLASTICS. BE SURE THE FLOORING WILL NOT BE EXPOSED TO EXTREMES OF HUMIDITY OR MOISTURE. ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER 4. ASTM D-790 - STANDARD TEST METHOD FOR FLEXURAL PROPERTIES OF UNREINFORCED AND E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. REINFORCED PLASTICS AND INSULATING MATERIALS. MINIMUM ACCEPTABLE JOB SITE CONDITIONS CONDITION WITHOUT DAMAGE AT COMPLETION OF PROJECT. T 2. UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAM E 5. ASTM D-4060 - TEST METHOD FOR RESISTANCE OF TRANSPARENT PLASTICS TO SURFACE MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, ABRASION. THE BUILDING SHOULD BE COMPLETELY ENCLOSED. AND USE ONLY WITHIN RECOMMENDED LIMITS. 6. ASTM D-2240 - TEST METHOD FOR RUBBER PROPERTY - DUROMETER HARDNESS. 3. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD 7. ASTM E-831 - STANDARD TEST METHOD FOR LINEAR THERMAL EXPANSION OF SOLID ALL OUTSIDE DOORS AND WINDOWS SHOULD BE INSTALLED. a DETERGENT WITHOUT LOSS OF COLOR, SHEEN, OR PIGMENTS. MATERIALS BY THERMOMECHANICAL ANALYSIS. ALL CONCRETE, MASONRY, PLASTERING, DRYWALL, PAINTING, AND ANY OTHER WET WORK SHOULD 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME SECTION 10810 TOILET ACCESSORIES PAINTS, UNDERCOATS, AND BARRIER COATS USED. 1.03 QUALITY ASSURANCE BE COMPLETE. 5. VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 711 N. FIELDER RD. COMPOUNDS (VOC); COMPLY WITH APPLICABLE REGULATIONS. INSTALLER QUALIFICATIONS: APPLICATOR SHALL BE APPROVED BY THE EPDXY RESIN FLOORING HVAC SYSTEM SHOULD HAVE BEEN RUNNING FOR AT LEAST 5 DAYS. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING H. COLORS AND FINISHES: PURE, NON-FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; MANUFACTURER. ENGAGE AN INSTALLER WHO HAS SUCCESSFULLY COMPLETED WITHIN THE LAST ACCESS FOR PERSONS WITH DISABILITIES. ARLINGTON, TX 76012 NO LEAD CONTENT PERMITTED. THREE YEARS AT LEAST THREE RESINOUS FLOORING APPLICATIONS SIMILAR IN TYPE AND SIZE TO CONCRETE SLAB CONDITIONS C. SUBMITTALS: SUBMIT PRODUCT DATA. PH: (817) 635-5696 1. PRIOR TO COMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS THAT OF THIS PROJECT AND WHO WILL ASSIGN MECHANICS FROM THESE EARLIER APPLICATIONS D. MANUFACTURERS: BOBRICK, BRADLEY, OR AMERICAN SPECIALTIES. TO THIS PROJECT, OF WHICH ONE WILL SERVE AS LEAD MECHANIC. BEFORE MOISTURE TESTING BEGINS, THE CONCRETE SLAB MUST BE A MINIMUM OF 30 DAYS OLD. E. TYPES: STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS; PROVIDE GRAB BARS FOR SURFACES TO BE PAINTED. TESTING OF SLABS LESS THAN 30 DAYS OLD CAN PRODUCE INACCURATE, UNRELIABLE RESULTS. Q= I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH INSTALLING CONTRACTOR SHALL BE BCS FLOORING, INC. OF CAROL, OH, OR OTHER APPROVED WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPLICABLE 11.1 N DUR-A-FLEX INC. CONTRACTOR. TESTING CAN BE DONE WITH AN ACCEPTED MOISTURE METER. TEST AT EACH OUTSIDE WALL AND CODES AND REGULATIONS. oD PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. 1.04 DELIVERY, STORAGE AND HANDLING EVERY 6' IN CENTER AREA. IF THE MOISTURE DOES NOT GIVE A QUANTIFIED NUMBER FOR F. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED. MOISTURE IN THE SLAB BUT INDICATES THE PRESENCE OF MOISTURE A CALCIUM CHLORIDE TEST SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR z CO START OF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF MUST BE PERFORMED. MOISTURE CONTENT OF SLAB SHOULD NOT EXCEED 3 LBS. PER 1000 SURFACES AND CONDITIONS WITHIN ANY PARTICULAR AREA. A. DELIVER MATERIALS TO JOB SITE, CHECK FOR COMPLETENESS OF ORDER AND FOR SHIPPING ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS. w ° DAMAGE. SQUARE FEET IN 24 HRS. 1. FASTENERS SCREWS, AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY 2. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR B. STORE MATERIALS IN DRY, ENCLOSED AREA PROTECTED FROM EXPOSURE TO MOISTURE AND ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. _ 2 PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER PAINTING SUNLIGHT. MAINTAIN TEMPERATURE OF STORAGE AREA BETWEEN 60 AND 90 DEGREES F. CONCRETE SLAB SHOULD BE LEVEL TO WITHIN 3/16" WITHIN 10 FEET OR 1 8 WITHIN 6 . 0 REINSTALL REMOVED ITEMS. / / 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE BAKED ENAMEL FINISH. APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING 1.05 PROJECT CONDITIONS ACCLIMATION GUIDELINES G. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM EXPOSED APPLIED. SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, A. CONCRETE SHALL HAVE CURED 30 DAYS UTILIZING A DISSIPATING CURING MEMBRANE. THE FOLLOWING TABLE PROVIDES YOU WITH THE WINDOW PREFERRED FOR INSTALLING WOOD 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS 1. APPLY PAINT IS ADDITIONAL UNIFORM FINISH, COLOR AND APPEARANCE. B. CONCRETE SHALL HAVE A STEEL TROWEL SMOOTH FINISH. FLOORING. AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE U. FINISH DOORS A NI TOPS, BOTTOMS CO AND SIDE EDGES SAME AS FACES. C. JOB AREA SHALL BE FREE OF OTHER TRADES DURING AND FOR A PERIOD OF 24-48 HOURS THIS GUIDELINE WAS ESTABLISHED BY THE FOREST PRODUCTS LABORATORY, U.S. DEPT. OF WHERE POSSIBLE. 3. PROVIDE ORS ATTENTION TO ASSURE DRY FLED THICKNESS AT CORNERS AND AFTER EPDXY RESIN FLOORING INSTALLATION. AGRICULTURE. THE ACCLIMATION PERIOD IS DETERMINED BY MOISTURE NOT TIME. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. O 3. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLAT SURFACES WITHOUT < CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. 1.06 WARRANTY 4. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES W 4 & Li- U.11 MOISTURE CONTENT OF FLOORING WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. u' EXPOSED SURFACES; PAINT SURFACES BEHIND PERMANENTLY-FIXED EQUIPMENT AND A. FURNISH A SINGLE, WRITTEN WARRANTY COVERING BOTH MATERIAL AND WORKMANSHIP FOR A 60 DEGREES 6.2 / 7.0 / 7.8 / 8.6 / 9.4 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. < W g FURNITURE WITH PRIME COAT ONLY. PERIOD OF ONE FULL YEAR FROM DATE OF INSTALLATION. 70 DEGREES 6.2 / 6.9 / 7.7 / 8.5 / 9.2 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. Q Q ° 5. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, NON-SPECULAR BLACK PAINT. PART 2 PRODUCTS 80 DEGREES 6.1 / 6.8 / 7.6 / 8.3 / 9.1 H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND 6. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH REGULATIONS. a EXPOSED SURFACES. 2.01 PRODUCTS/MANUFACTURERS 30% / 35%/ 40%/ 45%/ 50% Z CO Z 7. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. RELATIVE HUMIDITY 0 Z O A. DUR-A-GLAZE #4 SYSTEM UTILIZING DUR-A-GLAZE #4 REGULAR OR WATERCLEAR HARDNER P. 8. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. BY DUR-A-FLEX, INC. 95 GOODWIN STREET, EAST HARTFORD, CT 06108 CONNECTICUT PHONE K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED *THESE ARE OPTIMUM INSTALLATION CONDITIONS AND VERY UPON GEOGRAPHICAL REGION. TO Z N ' (800) 253-3539, MICHIGAN PHONE (800) 626-8920. LIMIT EXPANSION AND CONTRACTION THESE AREA CONDITIONS SHOULD BE MAINTAINED. ~ - N PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. ( ) p . 0 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT 2.02 MATERIALS L.L. N o Q RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER GLUE DOWN BAMBOO FLOOR INSTALLATION Z 0 re z MODERATE THUMB PRESSURE. A. EPDXY RESIN FLOORING SYSTEM, 16 TO 20 MIL THICK SYSTEM COMPRISED OF: - _ L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S 1. DUR-A-PDXY HIGH GLOSS OR DUR-A-SHIELD II, TWO-COMPONENT PENETRATING EPDXY ADHESIVE MUST BE 100% URETHANE (BOSTIK'S BEST). SPREAD ADHESIVE WITH 14" BY 1/" 0 W rn RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED PRIMER. NOTCHED TROWEL. INSPECT EACH BOARD PRIOR TO INSTALLATION. INSTALL USING A STANDARD < Q a o BY COATING MANUFACTURER. DUR-A-GLAZE #4 REGULAR OR WATERCLEAR SELF-LEVELING, 100% SOLIDS, CLEAR, EPDXY WET LAY APPLICATION. WHERE POSSIBLE MOISTURE CONDITIONS EXIST NOW OR THE FUTURE A DIVISION ELEVEN: EQUIPMENT (NOT USED) E S 1. M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED FORMULATION INCLUDING RESIN, HARDENER, REACTIVE FLOW ENHANCERS. NON-ABSORBENT PAD SHOULD BE INSTALLED BETWEEN THE SLAB AND THE FLOORING. o 1- o SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. POLY-THANE #2 SATIN OR FLAT, TWO-COMPONENT ALIPHATIC POLYESTER URETHANE SOLVENT N. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID BASED SEAL COAT IF ANY QUESTIONS ARISE PRIOR TO OR DURING INSTALLATION, PLEASE CALL: DIVISION TWELVE: FURNISHINGS (NOT USED) o 0 0 MARKS, OR OTHER SURFACE IMPERFECTIONS. 0. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. B. PHYSICAL/ CHEMICAL CHARACTERISTICS: JIM GOURLEY AT PRAIRIE SHORES, LTD. -4- N 1. EXT. PAINTED METAL: SEMIGLOSS 100 % ACRYLIC. 1. COMPRESSIVE STRENGTH: ASTM D-695, 16,000 PSI. PHONE 262-694-9738 DIVISION THIRTEEN: SPECIAL CONSTRUCTION (NOT USED) 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. 2. TENSILE STRENGTH: ASTM D-638, 3,000 PSI. FAX 262-694-9437 3. FLEXURAL STRENGTH: ASTM D-790, 4,000 PSI. CELL 262 308-8980 3. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. HARDNESS: ASTM D-1706, SHORE D HARDNESS 70 - 80. DIVISION FOURTEEN: CONVEYING SYSTEMS (NOT USED) 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. 5. INT. PAINTED METAL: SEMIGLOSS 100 % ACRYLIC. 5. ABRASION RESISTANCE: ASTM D-4060, TABER ABRADER 1000 CYCLES; 0.35 GM WEIGHT w 6. OPAQUE PAINTED WOOD: SEMIGLOSS 100 % ACRYLIC. LOSS. DIVISION FIFTEEN: MECHANICAL 7. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. 6. FLAMMABILITY: ASTM D-635; SELF EXTINGUISHING, MAXIMUM 1/ BURN. W 8. FLOOR STRIPES: TRAFFIC BEARING, NON-SLIP STRIPE PAINT; ONE COAT SYSTEM - REFER TO MECHANICAL DRAWINGS. \ 7. THERMAL COEFFICIENT OF LINEAR EXPANSION: ASTM E-831. ° ACCEPTABLE. 8. WATER ABSORPTION: ASTM D-638; 0.1% ° - J Q 9. SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. DIVISION SIXTEEN: ELECTRICAL > ww p P. CLEAN-UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH, PART 3 EXECUTION REFER TO ELECTRICAL DRAWINGS. CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. 3.01 SUBSTRATE PREPARATION o a_ 1. CLEAN GLASS AND PAINT-SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF m Q R PREPARE EPAE CONCRETE USING A MACHINE FOR SURFACE REMOVAL AND ETCHING. WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. A. >- J Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; CORRECT ALL SURFACE LAITANCE, CURING COMPOUNDS, OIL, GREASE OR OTHER SURFACE CONTAMINANTS DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO ARCHITECT. SHALL BE REMOVED. 0 0 1. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY-PAINTED FINISHES. 3.03 MATERIAL INSTALLATION °w w 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF W = D THEIR WORK, AFTER COMPLETION OF PAINTING OPERATIONS. N v cn R. REPAIR: AT COMPLETION OF WORK OF OTHER TRADES, TOUCH-UP AND RESTORE DAMAGED A. APPLY PROPERLY MIXED PRIMER, DUR-A-PDXY HIGH GLOSS OR DUR-A-SHIELD II, AT - - SURFACES OR DEFACED PAINTED SURFACES. APPROXIMATELY 250 SQUARE FEET PER GALLON. LET DRY. B. APPLY ONE COAT OF PROPERLY MIXED DUR-A-GLAZE #4 UTILIZING DUR-A-GLAZE #4 <OCT REGULAR OR WATERCLEAR HARDENER AT 80 TO 90 SQUARE FEET PER GALLON. . C. APPLY ONE COAT OF PROPERLY MIXED POLY-THANE #2 SATIN OR FLAT AT APPROXIMATELY 300 SQUARE FEET PER GALLON. D. TO ENSURE A MINIMUM OF 20 MIL THICKNESS, THE OWNER OR THE OWNERS REPRESENTATIVE o r--- .4 MAY TAKE RANDOM CORE SAMPLES TO ENSURE THE MINIMUM 20 MIL THICK FLOOR SYSTEM. THE c, c ' CORE HOLE(S) SHALL BE PATCHED BACK AT NO CHARGE. IF THE FLOOR FAILS TO MEET 20 MIL THICKNESS, ANOTHER COAT MUST BE APPLIED. C E. INSTALL IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. '! 1 F. REMOVE ALL UNUSED MATERIALS FROM THE JOB SITE. S .� 3.05 DETAILS A. IN AREAS WHERE THE INSTALLED FLOOR DOES NOT ABUT A VERTICAL SURFACE, MAKE A SPECIFICATIONS STRAIGHT SAW CUT 1/8" IN DEPTH, AND CHIP BACK THE INNER SURFACE. B. SLIGHT SPALLING AND MINOR CONCRETE REPAIRS ARE TO BE REPAIRED WITH A MIXTURE OF DUR-A-GLAZE #4 UTILIZING DUR-A-GLAZE #4 WATERCLEAR HARDENER, AND A MIXTURE OF FINELY GRADED SAND AGGREGATES. C. INSTALL SAW CUT EXPANSION JOINTS IN LOCATIONS SHOWN ON DRAWINGS. FILL EXPANSION JOINTS WITH DUR- A-FILLER #2. FOR CONTROL JOINTS, FILL FLUSH WITH EXISTING EPDXY SHEET NUMBER: FLOORING SYSTEM. FOR JOINTS OR CRACKS IN EXCESS OF ONE HALF IN WIDTH, ROUTE ONE INCH DEEP AND FILL WITH ELAST-O-COAT. s p_4 END OF SECTION ! D '' D Q Q D CORPORATION I . ____ ____ 0 0 0 crazy il . .. /, o • • �, z, r r, a A 500 HOWARD STREET u „L:1 u N N M ' SAN FRANCISCO, CALIFORNIA 94105 1 __d I I CORRIDOR 0 K10A-3 f via T/C 0 _� ; n n n . G II II II DR K10B-4 D ■ --, __ ----------------------_—_____--_ II II ��► . .� DA NIEL A. REEVES, PE` ___ u 3100 E. Rondo)Mill Rd <15 INo II 3F -7-H-....- 1 I 1 Arlington,TX 76011 K10B-1 S `'_ / (817)701-4808 ■ Ir.!: e r �,��, r FAX(817)633-4153 3F . ' - lay S. M ! ( L J -L J Oregon Registration#81368PE •g i i ,3F I �� STOCKROOM ~� S i 16 �, TYP} 3F K10A-8,10,12 i — _ K10B-2 H 12 3F 3 i , . 4 1" CONDUIT TO H ,- 108-• W N TELEPHONE ,,, 3F SALES 111 TERMINAL BD. - ,,, \ `L N ! 16 \1\G u_. Q -~ K10B-3 TOILET BMX H t „` e $ LT1 Q ! U w 3F E( ITI ) ` L J Q H -� f \\\ E 3 to 50 IG K10B-5 K106-13 1111 •w 3F I . 1 X11 I e a 0-0010., ' - H \\\ n F I I SF PAW K1OB-15 i � , e II II II 411 ita �, �:1-,. I MOB-17 . 1 1 1 1 1 1 ALL-- _ K10B-19 ��� K 10B 2,16 u u u (TYP) E 1 I o 0\\ K10B-1 Q 3F I = / O R - •" r W ix 4I► go ca . L z n n N n n n _ 1 n n N n n n n 1 r 4®I W m E E ■ E Q r4 co _ r_ B Q m a a ca z o CO Z o O m >. 1_, ZN 0 � (n 0) . Ii z Z oa z o n C.) 0) Ill � Wrn 0 a < � Q ao t� ate.. COa) N �o a o o ° mot- M (0 N N L v) U W Z F- U o w 0 °_ 0 Q W � � REFERENCE ONLY L 0 , NOT APPROVED WITH THIS PERMIT m Q Z m w o J m 0 I— O 0 FIRE ALARM DEVICE LOCATIONS ARE o w SHOWN AS PREFERRED LOCATIONS W m m 0 ONLY. N cn o J N OTE 5SS . ..._.:•,,,,,,,,t,„, SEE ARCHITECTURAL DRAWINGS FOR , -..-;r,` ,�,--''`',: -."\. EXACT MOUNTING HEIGHTS OF ALL - > `'' ` : DEVICES. + `�,' „,,„„,, ii 1 .A NOTE: �d I SEE SHEET E1.1 '`',� ,: : FOR POWER GENERAL NOTES _ AND POWER CODED NOTES. ` -. _.yj-..,, .._e POW VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. PLAN SEE ELECTRICAL RESPONSIBILTY SCHEDULE ON SHEET E5.O . SHEET NUMBER. POWER PLAN 114"=1'-O" 1 El . 0 ____ _ _ __ 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS 10. INSTALL ENGRAVED BAKELITE NAMEPLATE ON SERVICE DISCONNECT 17. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL TYPEWRITTEN SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SWITCH IN LANDLORD'S SWITCHGEAR WITH DEMISED PREMISES' SPACE PANEL DIRECTORIES IN ALL PANELBOARDS. AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE NUMBER. WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS 7. WHERE DRYWALL CEILINGS ARE USED IN THE "SALES" AREA, THE 18. RECEPTACLES LOCATED IN "GWB" SHALL BE WHITE WITH WHITE COVERPLATES. THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE 11. NO HANGERS, SUPPORTS, JUNCTION BOXES, ETC. SHALL BE ATTACHED TO SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION ROOF DECK. BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS 19. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES 12. COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD. WRITTEN STRING IN ALL EMPTY CONDUITS FOR FUTURE USE. SECURE PULL STRING BOTH ENDS OF CONDUIT. CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND WHENEVER OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH PERMISSION FROM THE LANDLORD SHALL BE RECEIVED PRIOR TO ANY POSSIBLE. GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH-IN TO AVOID ANY WORK BEING PERFORMED. ALL ROOF PENETRATIONS TO BE BY 20. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR CONFLICTS. JUNCTION BOXES ABOVE LAY-IN CEILINGS ARE ACCEPTABLE. LANDLORD'S CONTRACTOR AT TENANT'S ELECTRICAL CONTRACTOR'S OF ELECTRICAL ICA CONTRACTOR CONTAINING A "GFCO DEVICE WITH ANY OTHER CIRCUIT. 3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF EXPENSE. ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO 8. EQUIPMENT LABELED "GENERAL ELECTRIC" SHALL BE FURNISHED BY GYMBOREE rnEIN ORDERING RELATED ELECTRICAL EQUIPMENT. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. REFER TO CODED 13. RECEPTACLES, VIDEO JUNCTION BOXES AND TELEPHONE OUTLETS SHALL NOTES, ELECTRICAL RESPONSIBILITY SCHEDULE, PANEL SCHEDULE AND BE MOUNTED HORIZONTALLY AT 18" A.F.F. UNLESS NOTED OTHERWISE. 4. ALL RECEPTACLE CIRCUITS UP TO 100'-0" SHALL UTIIZE #12 �CONDUCTORS POWER RISER DIAGRAM FOR SPECIFIC EQUIPMENT DESCRIPTION. CORPORATION MINIMUM. ALL RECEPTACLE CIRCUITS FROM 101 -0 TO 150 -0 IN LENGTH 14. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD- 500 HOWARD STREET SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 9. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE PROOF COVERPLATES ON ALL RECEPTACLES. 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LANDLORD'S REPRESENTATIVE ON ANY FIRE ALARM SYSTEMS IN USE AT SAN FRANCISCO, CALIFORNIA 94105 CIRCUITS ABOVE 251'-0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. THE LOCATION AT THE TIME OF THE BID. IF THE FIRE ALARM SYSTEM IS NOT 15. ELECTRICAL CONTRACTOR IS TO CUT FLOOR (CORE DRILL ON ELEVATED ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL FLOORS) AS REQUIRED TO INSTALL CONDUITS TO CASHWRAP UNITS AND 5. PLACEMENT OF ALL RECEPTACLES IN THE "SALES" AREA SHALL BE CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR PATCH FLOOR TO MATCH EXISTING. COORDINATE ALL WORK WITH INTENTIONAL (I.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT AND INCLUDE THE COST AS A SEPARATE LINE ITEM IN THE BID. NO LANDLORD PRIOR TO STARTING WORK. TO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE ADDITIONAL MONIES SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO DR LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN EXISTENCE AT THE TIME 16. TELEVISION SETS, VIDEO RECORDERS, SPEAKERS AND COAXIAL CABLES GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH-IN. RECEPTACLES OF THE BID, WITHOUT A SEPARATE LINE ITEM FOR THE FIRE ALARM WILL BE FURNISHED AND INSTALLED BY G.C. ELECTRICAL CONTRACTOR IS MOUNTED IN SLAT WALL SHALL BE MOUNTED VERTICALLY AND CENTERED SYSTEM AT THE TIME OF THE BID. TO FURNISH AND INSTALL ALL NECESSARY CONDUITS, PULL WIRES, JUNCTION DANIEL A. REEVES, P.E. EVENLY BETWEEN SLAT WALL GROOVES. BOXES, ETC. AS REQUIRED. 3100 E. Rondo)Mill Rd Arlington, D(76011 (817)701-4808 FAX(817)633-4153 Oregon Registration#81368PE POWER GENERAL NOTES 0 QUADRAPLEX RECEPTACLE AND DATA OUTLET IN WALL AT 2'-0" A.F.F.. ® DELIVERY BUZZER SYSTEM BUZZER MOUNT ON WALL AT 9'-0" A.F.F. 18 JUNCTION BOX MOUNTED IN WALL AT 6'-2" A.F.F FOR DMX MUSIC SYSTEM rz N FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BUZZER TO BE AN WITH 1" CONDUIT STUBBED TO 13'-0" A.F.F.. W ® RECEPTACLES AND COVERPLATES DESIGNATED "SF" SHALL BE MOUNTED ON THE EDWARDS #15-OAJ. CONNECT BUZZER TO POWER TRANSFORMER AS M TEE UNDERSIDE OF THE STOREFRONT SOFFIT WITH THE 4" SIDE PARALLEL TO THE REQUIRED. 19 EXISTING INSTANTANEOUS WATER HEATER MOUNTED ON WALL UNDER SINK SHALL Z TNE STOREFRONT GLASS. REMAIN. CO g 10 DELIVERY BUZZER SYSTEM BUZZER ABOVE CEILING FURNISHED AND INSTALLED W ® ONE 1 1/4" RIGID GALVANIZED STEEL CONDUIT FOR POWER AND TWO 1" RIGID BY ELECTRICAL CONTRACTOR. BUZZER TO BE AN EDWARDS #660. CONNECT TIME CLOCK ON WALL. SEE POWER RISER ON SHEET E4.0 FOR ADDITIONAL o GALVANIZED STEEL CONDUITS FOR TELEPHONE/DATA UNDERFLOOR FROM BUZZER TO POWER TRANSFORMER AS REQUIRED. INFORMATION. I Q CASHWRAP TO NEARBY WALL, UP WALL TO ABOVE CEILING AND TO ELECTRIC D PANEL OR TELEPHONE TERMINAL BOARD AS LABELED. STUB CONDUITS UP 6" 11 DUPLEX RECEPTACLE IN WALL FOR REFRIGERATOR AND MICROWAVE AT 18" 40 HARDWIRED 30" WHITE PLUGMOLD W/ OUTLETS AT 6" O.C. MOUNTED TO WALL ABOVE FINISHED FLOOR AT CASHWRAP. A.F.F.. ABOVE MGRS. DESK. REFER TO DETAIL 3/A4.1. ® TWO DUPLEX RECEPTACLES (AT 6" O.C.), QUADRAPLEX RECEPTACLE, DATA 12 NOT USED. PROVIDE FINAL CONNECTION FOR NEW VAV. EXISTING DISCONNECT AND CIRCUIT OUTLET AND TELEPHONE OUTLET IN WALL AT 2'-0" A.F.F. VERIFY EXACT HOMERUN SHALL REMAIN. C " 13 NOT USED. AL LOCATION IN FIELD TO CLEAR "SAFE". 14 2'W X 4'H X 3/4" TELEPHONE BOARD WITH DEDICATED QUADRAPLEX p ® JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL FOR VIDEO MONITOR. MOUNT RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING O JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL AT 74" A.F.F.. INSTALL 1" AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. EXTEND 1" W fg CONDUIT FROM JUNCTION BOX UP IN WALL TO ABOVE CEILING AND TO NEAREST TELEPHONE CONDUIT WITH PULLWIRE FROM SERVICE ENTRANCE AT DEMISING O/ w 00 CEILING DIFFUSER FOR FUTURE CABLING BY OTHERS. WALL TO TELEPHONE BOARD. VERIFY EXACT LOCATION IN FIELD. Q 0 0 ® QUADRAPLEX RECEPTACLE IN WALL AT 6'-2" A.F.F. FOR DVD PLAYER. 15 EXISTING PANEL "K1 OA", 120/208V., 30, 4W.. _ a 7 ELECTRICAL, DATA AND TELEPHONE OUTLET(S) MOUNTED IN CASHWRAP. 16 EXISTING PANEL "K10B", 120/208V., 30, 4W.. tl) z O Z z COORDINATE EXACT PLACEMENT OF DEVICE AND WIRE ROUTING IN CASHWRAP 0 CO z O WITH MILLWORK DRAWINGS. Q 0 M O8 DELIVERY BUZZER SYSTEM PUSHBUTTON AT 54" A.F.F. AND POWER ° > ? N TRANSFORMER HIGH ON WALL FURNISHED 0 = ~ LL U (SHED AND INSTALLED BY ELECTRICAL 0 C' o tq v1 CONTRACTOR. PUSHBUTTON SHALL BE EDWARDS #603 AND TRANSFORMER _Z Z Q ce o SHALL BE EDWARDS #596. CONNECT PUSHBUTTON TO POWER TRANSFORMER AS F- _ 0 Z REQUIRED. W � W � � X� REFERENCE ONLY 0 Q NOT APPROVED WITH THIS PERMIT 0 Q a N W ELIO o 7 0 o_ Sr u) C) I- �'o 0 POWER CODED NOTES aoo.- cp \ '`• N !- 1--- - to U Li = H n- 0 m ELECTRICAL LEGEND o ALL SYMBOLS DO NOT NECESSARILY APPLY © J to MOUNTING HGT. TO CENTERUNE MOUNTING HGT. TO CENTERUNE Li.J SYMBOL DESCRIPTION UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION UNLESS OTHERWISE NOTED O eL H 0 CEIUNG OUTLET N TELEPHONE OUTLET - 4" SQ. W/PLASTER RING 18" CO Q Z M Lei -o WALL OUTLET SEE DRAWINGS NP PUBUC TELEPHONE OUTLET - 4" SQ. W/PLASTER RING 54" 0 J M `_' BLANKED OUTLET SEE DRAWINGS © CABLE TV OUTLET 24" 0 CD W U © WIRED JUNCTION BOX SEE DRAWINGS D WALL BOX - DIMMER 48" 0 0 C.EIUNG MOUNTED EXIT UGHT IQ DATA OUTLET - 4" SQ. W/PLASTER RING 18" 0 0 CEIUNG MOUNTED EXIT LIGHT OUTLET " _ v) v © FIRE ALARM BREAK STATION 48 8 v) v) J WALL MTD. EXIT UGHT W/DIRECTIONAL ARROWS SEE DRAWINGS DI ARE ALARM AUDIOVISUAL SIGNAL DEVICE 96" DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE 18" 0 DUCT o SYDIECA SMOKE KE DETECTOR AS REQUIRED JET' WIP DUPLEX RECEPTACLE, WEATHERPROOF 18" / mN e t `' Q FIRE ALARM WATER FLOW SWITCH AS REQUIRED i GF DUPLEX RECEPTACLE, GROUND FAULT PROTECTED 18" s; <&: " © FIRE ALARM TAMPER SWITCH AS REQUIRED E_^i c�,�, _ �_ IL., 4)IG DUPLEX RECEPTACLE, ISOLATED GROUND 18 OS SYSTEM SMOKE DETECTOR CEILING MTh. , QUADRAPLEX RECEPTACLE 18" "" -0- SYSTEM PHOTO/HEAT DETECTOR CDUNG MTD. `. F., TOGGLE SWITCH, SINGLE POLE 48" r ' Q SYSTEM HEAT DETECTOR (FIXED TEMP.) CEIUNG MTD. ' 6 $2 TOGGLE SWITCH, DOUBLE POLE 48" '' ' (d TOGGLE SWITCH 3-WAY, 4-WAY F A FIRE ALARM PANEL AS REQUIRED -. ' , V i :-''' $3 $4 48" , 0 JUNCTION BOX AS REQUIRED •'? MANUAL MOTOR STARTING SWITCH 48" RENEWAL DATE: 0 SF DUPLEX RECEPTACLE AT STOREFRONT CEIUNG MTh. ® MAGNETIC MOTOR STARTER AS REQUIRED t—V DELIVERY BUZZER AS REQUIRED P O W E R t=IU COMBINATION STARTER/SAFETY SWITCH AS REQUIRED a DELIVERY BUZZER PUSHBUTTON 54" I 1-1 SAFETY SWITCH AS REQUIRED El.... DELIVERY BUZZER TRANSFORMER AS REQUIRED PLAN NOTES ELECTRIC PANEL 6.-0" TO TOP ■ • • • • MULTI-OUTLET RACEWAY AS REQUIRED 0 MOTOR OUTLET, SINGLE PHASE r 1,10 CEILING SPEAKER CEILING MTD. 0 MOTOR OUTLET, THREE PHASE El TIME CLOCK AS REQUIRED Ei UGHTING CONTACTOR AS REQUIRED SHEET NUMBER: El • 1 i____ 1 0 0 0 ,, , , crazy () I i1E :nN , ii--- 0 A CORPORATION I 500 HOWARD STREET ' K10A-�-23 ` _�_ .m_..___.._ ,.,_...__._. .v..:_..m._._....... _ SAN FRANCISCO, CALIFORNIA 94105 EX I •via sir. f E 1 X1 I i E -TYPE; T3 K1 OA-7 A,. ^°�^{^�° °" , i p s ............... ....._„_..-._..m,•..�...,t,..,:.�.-«�....,-,.•,_a ._.4- ._L._ _ _ __ _ __!.._.... . i ..«._•.,..,..,.,j.�....®._u.._._.__.,«,._an,.,.,.._._.<.._,..,. _ ...—,.._.v..,,....,...,.....�...._...-„...-,..,...<,,.... ,:...a..,.._,...,..,.,.._ _•__..,R,...._..,....... .. i. �..: Ex CORRIDOR f . . . . . . . . . y y v v v I v CJ 7 ' C7 77 \7 i I A ► a E 4 ' , I i !> n n n O -..,�... •......,. .,_:.q-,,.. ,_,_,-:,� I .. -«F.F,_k....._..,<.•z._,.-. .,...v.......a.. ..,_...<«.. _, ._._,.......,,,_._„ .....6._,,..,..a.........- y.,...,. ,F ��1 ..__.._..,...,, ..,......._.,._............................ ._.-,..YV.o.._• ,._._.,. _.,_.,...,,...,,.._ 1 `,.i w, _ 'i 01.., K1 A 9 ..0 II II II 1 via sw. e Cl __......_.__K.... 1„__07 i I� ► a via sw. d 1 a f E o a o o a 111.17 E a, EM/NL i DA P.E. i DANIEL REEVE P --,�-� �"� 111111 S i F , ._w._Al A E 1' i Al AlA u u u R 1 1 ' 3100 E. 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' ( � - , FAX 81} 633 40153 1 70 i f 1 t I I K10At-11 ► K1 0A-15 I ! ! i Oregon Registration#81368PE EX I EX I EX via s ►, a c �._�___ __ ... r Al ;l via sw , ;i I I _ �_____._:_:_. _..,,_. �:. . .-_.,.gym-.m,_,._._..,._._.,. _ _.,.._. __..,...,..n:__,_ _�_.m_ m___.<� a_.._- I K10A-1 < ► _... via T/C I _e� t q_.,...�...�. - - t...,.-.._.��ww_.<.,._.,_ _._____..._e..,, ..�,_._,_.�._'__, � ;Al Al i Al I � � Al ' �A1 Al� A1 � `A ► � Al X Al Al 1 I..,_ Al , © 0 o 0 Al 5 o ; o o E o t o 0 0 11 I co o STOCKROOM K10A�-25 I via sv g ' 6___ �.__ ___.�, _..,a__ ___ `'°"�'`�`�°� r i 0 CO Val i < /�� � € 1, i,_, el. ; ,_�,_■4 i G a ; I I 3 T t t Al _ _.._a 11P0..._,. .,_ �..:__n _m.w__. . ► K10A-i-13 i I g E E vas ; w E i , f I j...„ ,4_ , 1 rff if _'�'P” O TOILET , �.. _.. ._._v.-,__..__-.._.._. _._ __ G_,__. _ ►�Al [Al t Al 1 , Al Al _l Al Al 'Al 'Al IA1 q tl =Q (EXISTING) I 0 f Al. E ' I 0 ; 0 ' 0 O O v D { n i k P 42,... a 0 ' a IIIIIIOO, 0 I 3 k a O I K10A-27 a 10A- 29 ._.m..,._,._._` .�_.. 1 C._.._ ,__ { f �; f ( l 1 Cl«�_ _..► �.•. -- �_ r,_ ._ ..�-.. (� _ __ ��___._._�a._ �...._._...,...__._ ___.�.,�m...,. _,_._ ..�_aw.__. _._.__ .� _..�,____,.<...._ � .N,_,_._.«W.___ _ � w, � � �__.F__.�,C M___.u_,.„.. ...�..__..,.._,� _s.a..-«..__�..�.,:_._.._,.___._w��_,____...._u__ .,.�,�.�_.-. ,_.�._ II II II pu.,.„..11_,._,Ai>, [via sw h .w;.__.....__n�N_...� .� �,. _�� _�.- EX ! ►♦ A - IA ` 0 , I � D ' < 1- t t---------1 4 i i - ! 1.... I__ 2,. - - ' ' � n�. .....__ .,....:m...,..�,.,.._.,..,e». �! g_+ _ , . � � �t ,4... __ „� -- _.�� _. . l M 0 0 0 B a IX CZ 0 FIRE RATING NOTES 0 c' cl) z ALL LIGHT FIXTURES INSTALLED IN FIRE O CO Z O RATED CEILINGS SHALL HAVE "TENT” ENCLOSURE. SEE DETAILS ON SHEET Z N E3.0 w ~ N o ki9 o co ALL CONDUIT PENETRATING THROUGH L.L. Q rg FIRE RATED CEILING OR WALLS SHALL Z O z BE INSTALLED PER DETAIL ON SHEET U W p ca,E3.0. NOTE ``' < �' 3ti o Qa � a as SEE ARCHITECTURAL REFLECTED O (1) co H V:3 CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. g o o O d` In - QC) VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. ? " LIGHTING PLAN W Z I- U m K' CC W Z O EL O 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE 7. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS 0 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN NON-VISIBLE REFERENCE ONLY � - AND CIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. LOCATION AND FINAL CONNECTION FOR 120 VOLT SIGN FURNISHED BY a b c d NOT APPROVED WITH THIS PERMIT w RESPONSIBLE OR THE COORDINATION OF THIS WORK AND THE GYMBOREE ELECTRICAL CONTRACTOR SHALL VERIFY EXACT T D El T w o I WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS 8. WHERE DRYWALL CEIUNGS ARE USED IN THE "SALES” AREA, THE a' I THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE REQUIREMENTS WITH U.L. SECTION 2161 REQUIRING THE USE OF a_ SECONDARY GROUND FAULT PROTECTION AND INCLUDE ALL COST IN K10A-11 K10A-13 K10A-15 K10A-19 a) ¢ w SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BID. POWER JUNCTION BOX IS TO BE MOUNTED IN CENTER OF SIGN BOTH SALES F SALES SALES SALES m J g BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS CD VERTICALLY AND HORIZONTALLY. DOWN DOWN PENDANT TRACK � 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES o CIRCUITING SHALL BE "THRU-WIRING” WHERE AND WHENEVER OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH LIGHTING LIGHTING LIGHTING LIGHTING o o v POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH-IN TO AVOID ANY O SEE SWITCH BANK DETAIL THIS SHEET. o VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION CONFLICTS. JUNCTION BOXES ABOVE LAY-IN CEILINGS ARE ACCEPTABLE. �'-� w 0 ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO 3Q EXISTING LIGHTING TO REMAIN. RE-LAMP ALL FIXTURES AND RE-BALLAST e f g h N ACCOMMODATE "THRU-WIRING". ANY RELATED COSTS FOR MULTIPLE 9. EXIT/EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEILING MOUNTED IF NECESSARY. �„ J CONNECTIONS SHALL BE INCLUDED IN BID. AND CENTERED OVER OPENING (TYPICAL U.N.O.). EXIT/EMERGENCY K10A-21 K10A-23 K1OA-25 K10A-27 _ LIGHTS AT DOOR TO "NON-SALES" SHALL BE CENTERED ON WALL ABOVE O EXISTING EXIT LIGHT TO REMAIN. SALES SALES SALES SALES " -.s 3. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION DOOR. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT } TRACK TRACK TRACK TRACK '' - ✓� AND QUANTITY OF LIGHTING FIXTURES. LOCATIONS. � :; A : :n �}''- LIGHTING LIGHTING LIGHTING LIGHTING ' ; _,, , CJ; _�"r-,I �� -- 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF 10. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL ALL LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY STRING IN ALL EMPTY CONDUITS FOR FUTURE USE. SECURE PULL STRING j i i irr:.�,° E GYMBOREE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE AT BOTH ENDS OF CONDUIT. ADJUSTABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION T _�_ .w s: e ,,,,,'S AND AIM THEM. q K 10A-29 K 10A-1 '. ' ce 1't-,,-,,'Jj�. �y: SALES STOCKROOM ' � 5. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER r=��x�x� THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL TRACK LIGHTING EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH LIGHTING f_j F; �2Q�,I G BATTERY BACKUP (120/277 VOLT INPUT). 6. ALL LIGHTING CIRCUITS UP TO 100'-O" IN LENGTH SHALL UTILIZE #12 LIGHTING CONTRACTOR TO VERIFY EXACT CONFIGERATION I CONDUCTORS MINIMUM. ALL LIGHTING CIRCUITS FROM 101'-0" TO 150'-0" REQUIRED WITH SPACE AVAILABLE. PROVIDE PLAN IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL LIGHTING LABELS AS DIRECTED BY OWNER. SWITCHES CIRCUITS 151'-0" UP TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS SHALL NOT BE MOUNTED HIGHER THAN 48" MINIMUM. CIRCUITS ABOVE 251'-O" SHALL UTIUZE #6 CONDUCTORS MINIMUM. SWITCH BANK . SHEET NUMBER: NT& LIGHTING GENERAL NOTES LIGHTING CODED NOTES E2 • O LIGHT FIXTURE SCHEDULE Crazy lit INDICATES FIXTURE IS SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER HEIGHT DESCRIPTION LAMP WATTAGE 6" DIAMETER RECESSED 32 watt, T4, 4Pin COMPACT FLUORESCENT GX24q-3 Base, PHILIPS: PL-T 32W/30/4P/ALTO • Al DOWNLIGHT, CLEAR CONE, MAXILUME: 9-1/4" Triple Compact OSRAM/SYLVANIA: CF32DT/E/IN/830 36 watts gWIU U Q Q ELECTRONIC BALLAST HV6PL-1X32-E-120/277-6101-CL Fluorescent, 3000K, GE: F32TBX/SPX30/A/4P 82 CRI, 10,000 Hrs. 6" DIAMETER RECESSED 32 watt, T4, 4Pin COMPACT FLUORESCENT CORPORATION GX24q-3 CLEAR CONE, MAXILUME: 9-1/4" q- 3 Base, PHILIPS: PL-T 32W/30/4P/ALTO • Al A ELECTRONIC BALLAST HV6PL-1 X32-E-120/277-EMG750-6101-CL Triple Compact OSRAM/SYLVANIA: CF32DT/E/IN/830 36 watts 500 HOWARD STREET EMERG. BALLAST BACKUP Fluorescent, 3000K, GE: F32TBX/SPX30/A/4P SAN FRANCISCO, CALIFORNIA 94105 82 CR1, 10,000 Hrs. 24" PHILIPS: 60A ADJUSTABLE DOME 60W INCAND. TO OSRAM/SYLVANIA: 60A 60 watts • Cl PENDANT FIXTURE WORLD IMPORTS: 9009-08 36" MED BASE GE: 60A DANIEL A. REEVES P.E. 2-17watt, T8, , PHILIPS: F17T8/830 " Medium Bi-Pin Base 3100 E. Rondo)Mill Rd 2' LONG WALL MOUNTED / OSRAM/SYLVANIA: F017/830 32 watts F LIGHTOLIER: LSW 2 2 17 120 WSO , 3 7 8 Linear Fluorescent, Arlington,TX 76011 MIRROR LIGHT 3000K, 82 CRI, GE: Fl7T8/SPX30 (817)701-4808 20,000 Hrs. FAX(817)633-4153 Oregon Registration#81368PE 2' X 2' RECESSED FLUORESCENT 2-32watt, T8, U6, ALTO Tt830 PS: F32T8 TROFFER, HIGH BALLAST FACTOR SIMKAR: TEP242-2320-9C-B11-UNV Medium Bi-Pin Base, PHILIPS: F32T8/TL830/ALTO G2 ELECTRONIC BALLAST, 9 CELL 5 3/4" Linear Fluorescent, OSRAM/SYLVANIA: F032/830 62 watts SEMI-SPECULAR PARABOLIC 3000K, 82 CRI, GE: F32T8/SPX30 LOUVER, 20,000 Hrs. 2' X 2' RECESSED FLUORESCENT 2-32watt, T8, U6, NI TROFFER, HIGH BALLAST FACTOR Medium Bi-Pin Base, PHILIPS: F32T8/TL830/ALTO w G2A ELECTRONIC BALLAST, 9 CELL SIMKAR: TEP242-2320-9C-B11-UNV-EM Linear Fluorescent, OSRAM/SYLVANIA: F032/830 62 watts CO V SEMI-SPECULAR PARABOLIC 3000K, 82 CRI, GE: F32T8 SPX30 E LOUVER, BACK-UP BATTERY / BALLAST 20,000 Hrs. Z CO w 2' X 4' RECESSED FLUORESCENT ecp 3-32watt, T8 t-- w Q TROFFER, HIGH BALLAST FACTOR SIMKAR: TEP244-332-18C-B11-UNV PHILIPS: F32T8/TL830/ALTO U) v 0 Medium Bi-Pin Base, OSRAM/SYLVANIA: F032/830 93 watts H2 ELECTRONIC BALLAST, 9 CELL Linear Fluorescent, SEMI-SPECULAR PARABOLIC 3000K, 82 CRI, GE: F32T8/SPX30 LOUVER, 20,000 Hrs. 2' X 4' RECESSED FLUORESCENT 3-32watt, T8 TROFFER, HIGH BALLAST FACTOR Medium Bi-Pin Base, PHILIPS: F32T8 TL830 ALTO H2A ELECTRONIC BALLAST, 9 CELL SIMKAR: TEP244-332-18C-B11-UNV-EM Linear Fluorescent, OSRAM/SYLVANIA: F032/830 93 watts SEMI-SPECULAR PARABOLIC 3000K, 82 CRI, GE: F32T8/SPX30 LOUVER, BACK-UP BATTERY 20,000 Hrs. < BALLAST LLJ re 4' BARE LAMP FLUORESCENT 32 Watt, T8, Medium w aco STRIP, ELECTRONIC LOW BALLAST SIMKAR: CH132-B11-UNIV " PHILIPS: F32T8/TL830/ALTO < 11 G 0 L2-4' FACTOR BALLAST, 1 LAMP IN 3 1/4" Bi-Pin Base, Linear OSRAM/SYLVANIA: FO32/830 31 watts = _ Fluorescent, 3000K, GE: F32T8 SPX30 d WIRE GUARD 82 CRI, 20,000 Hrs. / a 6' BARE LAMP FLUORESCENT 2-25watt, T8, _ M Z STRIP, ELECTRONIC LOW BALLAST I _ - " Medium Bi-Pin Base, PHILIPS: F25T8/830 w E f2 SECTION SIMKAR: CH2125 B11 UNIV / Linear Fluorescent, OSRAM/SYLVANIA. F025/830 g O Z c� L2-6' FACTOR BALLAST, 1 LAMP IN 3 1 4 48 watts Q t' ch C ON 3000K, 82 CRI, GE: F25T8/SPX30 W Fil) c� WIRE GUARD 20,000 Hrs. O a 8' BARE LAMP FLUORESCENT Z Z T a 0 STRIP, ELECTRONIC LOW BALLAST 2-32 Watt, T8, I- _ 4t Zc Medium Bi-Pin Base, PHILIPS: F32T8/TL830/ALTO w W W FACTOR BALLAST, 1 LAMP IN V IX L2-8' SECTION, (2) 4' SECTIONS SIMKAR: CH2132-B11-UNIV 3 1/4" Linear Fluorescent, OSRAM/SYLVANIA: F032/830 62 watts 30, 0K, 82 CRI, GE: F32T8/SPX30 0 Q a < W 0 TANDEM WIRED ON ONE BALLAST, 20,000 Hrs. _ 0 QUICK CONNECT PLUGS a. Vim' y o� rz Q o WIRE GUARD 4' BARE LAMP FLUORESCENT g o 0 STRIP, ELECTRONIC LOW 32 Watt, T8, Medium PHILIPS: F32T8/TL830/ALTO M L2E-4' BALLAST FACTOR BALLAST, 1 SIMKAR: CH132-ELS-B11-UNIV 3 1/4" Bi-Pin Base, Linear OSRAM/SYLVANIA: F032/830 31 watts N LAMP IN SECTION, EMERGENCY Fluorescent, 3000K, BATTERY BACKUP 82 CRI, 20,000 Hrs. GE: F32T8/SPX30 WIRE GUARD U, M TOILET ROOM EXHAUST FAN AIRZONE: PA900VL 7-3/4" - -- 51 watts w = 1-- U o W PHILIPS: 45PAR38/NFL o- PAR 38 REAR LOADING GIMBAL 45 watt, PAR38, ' • T3 RING TRACK HEAD, MATTE CON-TECH: CTL2838N-P 10 1/8" Medium Screw Base, GE: 45PAR/H/FL 45 watts Q WHITE FINISH Quartz Halogen Flood PHILIPS: 45PAR/CAP/FL w 0 w i o' SURFACE MOUNTED SINGLE < • TS CIRCUIT TRACK, MATTE WHITE CON-TECH: LT2P, LT4P, LT6P, LT8P, LT12P 11/16" - - 60 watts FEF.ENE ON J FINISH as required NOT APPROVED WITH THIS PERMIT 0 0 • X1 EXIT SIGN EXITRONIX: VEX-U-BP-WB-WH -- - - 2 watts W § vii gi `i� y. r , i '''''''''' ' i D :,: ',7- 01 4aL.,s- tiilt./!vt l LIGHTI G FIXTURE SCHEDULE SHEET NUMBER: LIGHTING FIXTURE SCHEDULE E 3 • 0 --- - -- EXISTING PANEL "K1 OA" EXISTING PANEL "K1 OB" Rows i_ ITEM CONT NC A B C NC CONT k ITEM 1._ REMKS _,.., REMKS _ IT134_1 CONT 1._ N C A B C NC C2._JONT ITEM I 1 RI3vVS CraZY il UT 1 SIGN 1200 i SPARE 2 L 1 SHOW WIWOW RECEPT 360 460 NS REC./BUZZER; 2 _* UT 3 I SHOW W6DOW RECUT 360 MI I SPARE 4 L 3 MANAGERS DESK '. 360 360 TELEPHONE BD t 4 L UT' 5 ENTRY LIGHTS 108 111111 SPARE 6 L 5 MANAGERS DESK 360 900 SALES RECEPT, 6 UT, 7 SHOW WtDOW LIGHTS 447 111 5760 DUCT HEATER 8 3P/20A 7 SPA RE SPARE 8 1 9 ISPA RE 1111 5760 - 10 1- 2P/20A g EX1STNG WATER HEATT3R ' 1500 200 , , 11 'SALES LIGHTS 604 1111 5760 ' -1 12 - 11 - 1500 750 CASH REGISTER 12 L 13 SALES LIGHTS ' 504 SPARE' 14 13 PI UGMOL 0 1000 SPARE, 14 , , _ t 15 SALES PEMIANTS 1080 II SPARE; 16 ' L 15 SOUND SYSTEM 360 720 'TwEcLocK! 10 CASHWRAPI 16 , . I ' L' 17 I M.JEM NS 296 MO SPARE 18 1 17 MANAGERS DESK 360 SPARE 18 , 19 !SALES TRACK 1200 III SPARE 20 I L 19 'PACRO/REFRIG 1800 • , - SPARE': 20 mon I ' 1 21 !SALES TRACK 1500 gm SPARE 22 1 23 SALES TRACK 1650 Mal , TOTALS I 0 1 7600 3390 0 1 TOTALS , SPARE 2246 , gyN II] c [Ape 25 SALES TRACK 1500 00 27 SALES TRACK 1500 NI SPARE, 28 PHASE'A' 3620 0 3620 # 1 , 29 SALES TRACK 1200 I SPARE; 30 PHA SUB' 3500 0 3500 PHA SE'C' 3870 0 TOTALS 1 12688 3870 CORPORATION 360 17280 1 0 1 TOTALS TOTALS 10990 R-IASE A* 10611 4851 5760 • 500 HOWARD STREET PHASE'S" 10200 4080 6120 -C-OTM-NLIOUSTOAD-Sa- ---- 0 1 25 - 0 SAN FRANCISCO, CALIFORNIA 94105 PHA SE'C 9517 3757 5760 NONCONT1NUOUS LOADS 10990 1 10990 TOTALS 30328 CONNECTED LOAD 10990 10990 WATTS AT 208 VOLTS/3 PHASE 1 311 Ms/PERES 1 CONTINUOUS LOADS 12688 1 25 ism NONCONIINUOUS LOADS 17640 1 15860 SERVICE IS 120/208 VOLT; 3 PHASE; 4 WIRE 17640 CONNECTED LOAD 1 30328 33500 WATTS AT 208 VOLTS/3 PHASE PANEL SHALL BE RATED AT 100 AMPS WITH 100A M.L.O. DR 931 ANPERES 1 L.BREAKER WITH Lock ON DEVICE WP.A NEM 3R RATED DEVICE T.CIRCUIT CONTROLLED BY A TINIER CONTACTOR GF1=GROUND FALUT SERVICE IS 120/208 VOLT; 3 PHASE; 4 WIRE ..DEDICATED CRGUIT WTH AN ISOLA TED GROUND DANIEL A. REEVES, P.E. CIRCUIT BREAKER RATINGS PANEL SHALL BE RATED AT 100 AMPS WITH 100A M.L.O. ALL ORWT BREAKERS ARE 1P/20A SWITCHING DUTY BOLT-ON UNLESS NOTED OTT-ERVVISE 3100 E. Randol Mill Rd L.BREAKER WITH LOCK ON DEVICE WP.A NEW 3R RATED DEVICE ALL malt BREAKERS FOR HVAC EQUIPMENT SHALL BE I-1ACR'TYPE Arlington,TX 76011 T=CRCUIT CONTROLLED BY A TIMER CONTACTOR GFI=GROUND FAULT (817)701-4808 ..DEDICATED CIRCUIT WITH AN ISOLATED GROUND FAX(817)6334153 CIRCUIT BREAKER RATINGS - ALL CIRCUIT'BREAKERS ARE 1P/20A SWITCHING DUTY BOLT-ON,UNLESS NOTED OT}-ERWISE Oregon Registration#81368PE ALL CIRCUIT BREAKERS FOR HVAC EQUIPNENT SHALL BE"HACR"TYPE .. ELECTRIC LOAD SUMMARY " PANEL K1 OA"120/208V SYSTEM ELECTRIC LOAD SUMMARY " PANEL K1 OB"120/208V SYSTEM (NI w co it- m ACTUAL POWER ACTUAL N.E.C. N.E.C. N.E.C. POWER ACTUAL ACTUAL N.E.C. N.E.C. N.E.C. DESCRIPTION CONNECTED Z DEMAND DESCRIPTION DEMAND CONNECTED DEMAND TION CONNECTED DEMAND CONNECTED DEMAND DEMAND CO FACTOR FACTOR KW/KVA KVA KW/KVA FACTOR KVA KW/KVA KVA KW/KVA FACTOR KVA 14.1 , . cc a .• LIGHTING 7.723 A 7.723 12.328 1.25 15410 LIGHTING --- A --- --- 1.25 --- CD w< ) 5 a SHOW WINDOW SHOW WINDOW v LIGHTING ALLOWANCE --- A --- ____ ** 1.25 --- LIGHTING ALLOWANCE --- A --- ** 1.25 _ .0 < 10KW .0 < 10KW RECEPTACLES --- 1.0 --- --- 0.5 1 REMAINING KW --- RECEPTACLES 7.990 1.0 7.990 7.990 0.5 1 REMAINING KW 7.990 1.0 1.0 MOTORS --- 0.9 --- --- +25% LARGEST _ MOTORS --- 0.9 --- --- +25% LARGEST --- FIXED ELECTRIC FIXED ELECTRIC , EQUIPMENT WIRING SCF1EDULE SPACE HEATING 17.280* 1.0 17.280* 17.280 * 1.0 17.280* SPACE HEATING ---* 1.0 ---* --- * 1.0 ........._* a AIR CONDITIONING 1.0 *** AIR CONDITIONING 1.0 *** SYSTEM --- 1.0 ---* --- +25% LARGEST --- SYSTEM ---* 1.0 ---* * --- +25% LARGEST * < 0 g FEEDERS ELECTRIC WATER ELECTRIC WATER LU ce SYM. ITEM VOLTAGE HP. KW. F.L.A. TYPE OF BRANCH DISC. BUSS REMARKS HEATER --- 1.0 --- --- 1.0 --- HEATER 3.000 1.0 3.000 3.000 1.0 3.000 Ct w g 0 WRE COND. CONN. BREAKER SW. FUSES ' 44 oe 1 11) .a MISCELLANEOUS --- 1.0 --- --- 1.0 ---- MISCELLANEOUS --- 1.0 --- --- 1.0 --- < (EXISTING) n m 0 WATER 208V, 10 -- -- -- --- --- --- 20A-2P --- --- 1 HEATER TOTAL 25.003 25.003 29.608 32.690 TOTAL 10.990 I 10.990 10.990 10.990 a a u) (A 0 (EXISTING) 208V, 30 -- -- -- --- --- •■■•OIMIO 011111. ••■•■II.OMIM NOTES NOTES Z 0 CO Z F..) ---' 60A-3P DUCT HEATER * USE GREATER VALUE OF THE TWO CATEGORIES * USE GREATER VALUE OF THE TWO CATEGORIES P= < 0 (9 el ** N.E.C. ARTICLE 220-12 REQUIREMENT (200VA PER FOOT OF ** N.E.C. ARTICLE 220-12 REQUIREMENT (200VA PER FOOT OF W . 1. SHOW WINDOW) MINUS ACTUAL INSTALLED SHOW WINDOW LIGHTING VA. SHOW WINDOW) MINUS ACTUAL INSTALLED SHOW WINDOW LIGHTING VA. 0 M (. tai 14:7; U- M • ■ Z CI° 4( ce *** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. *** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. - •'-'' 0 ... z I- ..i. 4* es t A POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. A POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. 0 L.Li co o r... LEASE LINE 0 0 N.E.C. DEMAND KVA*--- NSY.ES.TCE.M D EVMOALNTAD GKE Vx A ./)L3 000 . MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x 43 1000 . MINIMUM FEEDER AMPERAGE 0 VCS) CL LANDLORD GYMBOREE SPACE -... . 0) 0) 10.990 x 1000 30.5 AMPS g 0 0 32.690 x 1000 . 90.8 AMPS USE 100 AMP SERVICE USE 100 AMP SERVICE ......,, ....„.. EXISTING CONDUIT AND 208 x 1.73 208 x 1.73 d- to CN --■... CONDUCTORS TO SPACE ■ CN 0 , ROOF L 0 0 w = 1- i __... K. 0 i CEIUNG o a_ CD ■..„. T- -I ...--.., ..:( 7-DAY, 24-HOUR ELECTROMECHANICAL > EXISTING METER. TIME CLOCK TORK #W400. ti..i 0 ct EXISTING LANDLORD SWITCHBOARD ---' NOTES 1. ALL PANELBOARDS, TRANSFORMERS, DISCONNECT SWITCHES, MANUAL MOTOR STARTERS, MAGNETIC STARTERS, LIGHTING CONTACTORS, LX Cl. 0 0_ co < >- ......1 --I I- -I I- _____L ___I r__ ___ __ _ __.1 CIRCUIT BREAKERS IN NEMA ENCLOSURES, ETC. ARE TO BE 0 W r - - T --cT ' ri----m c-il I (EXISTING)I DE I (EXISTING)I MANUFACTURED BY GENERAL ELECTRIC AND FURNISHED BY GYMBOREE 0 LI- I 1PNL "K10Afti IPNL "KIM"' TO THE PROJECT FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. Ul LL.1 0 i ■.. / ai M M H, - - T - - 1 - I SEE 1 I PANEL ! SEE 1 I PANEL ; 2. ALL NECESSARY FUSES ARE THE RESPONSIBILTY OF THE ELECTRICAL § (e/3 g? EXISTING 100A DISCONNECT 1 I 1 I SCHEDULE I I SCHEDULE I CONTRACTOR TO FURNISH AND INSTALL. SEE EQUIPMENT WIRING SWITCH. VERIFY IN FIELD. H - t -- -I 1-:---- -1 j I I I I SCHEDULE AND POWER RISER FOR FUSE SIZES. .. ' . , I ON ' 1( 01- - - -- - - ,e, :---' - 0) / L _ ____4_ _ _ L _"J 3. ALL TRANSFORMERS ARE TO MANUFACTURED IN COMPLIANCE WITH . .... . , _ I I NEMA TP-1 STANDARDS. I - 1 - r - - --I El -,-..., , . . I-7 1 0 ',,, L _J REFERENCE ONLY : NOTE NOT APPROVED WITH THIS PERMIT RENEWe.1.„06 rE, AR- t! ELECTRICAL CONTRACTOR IS TO COORDINATE ELECTRICAL ALL GENERAL ELECTRIC EQUIPMENT, PROVIDED BY GYMBOREE TO JOB SITE, WITH GENERAL SCHEDULES AND ELECTRIC REPRESENTATIVE LEO ALANES AT POWER RISER (508) 870-2402 FOR CORRECTNESS OF POWER RISER EQUIPMENT ON SITE AND WITH ANY NTS INSTALLATION QUESTIONS. SHEET NUMBER: ELECTRICAL SCHEDULES AND POWER RISER E4 • 0 DIVISION 16000 - ELECTRICAL SECTION 16007 - RECORD DRAWINGS 6. WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, I. DISCONNECT SWITCHES AND COMBINATION STARTER DISCONNECT FURNISHED BY THE OWNER. SWITCHES SHALL BE HEAVY DUTY TYPE, 600 VOLT RATED, SECTION 16001 - BASIC ELECTRICAL REQUIREMENTS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE 7. PROVISIONS FOR FIRE ALARM/SMOKE EVACUATION SYSTEM AND QUICK-MAKE/QUICK-BREAK, WEATHERPROOF (WHERE APPLICABLE), crazy 13 JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: EXTENSION TO LANDLORDS SYSTEM (IF APPLICABLE). FUSED/NON-FUSED AS SHOWN ON THE DRAWINGS. SWITCHES USED FOR A. GENERAL CONDITIONS A. LOCATION OF CONCEALED CONDUIT AND WIRING. 8. TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION. SERVICE ENTRANCE SHALL BE "SE" RATED. STARTERS SHALL BE 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING B. LOCATION OF JUNCTION BOXES. 9. TESTING OF ALL ELECTRICAL EQUIPMENT. MINIMUM NEMA SIZE 1. DISCONNECT SWITCHES AND COMBINATION . GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER C. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 10. WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF STARTER DISCONNECT SWITCHES ARE PRE-PURCHASED AND SHALL BE SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF D. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD PROJECT CLOSE-OUT. GENERAL ELECTRIC AS PART GYMBOREE'S NATIONAL ACCOUNT RELATIONSHIP DIVISION 16000. CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND B. PROVIDE ELECTRICAL SERVICE AS INDICATED ON THE DRAWING. ALL AND SHIPPED TO THE JOB SITE FOR INSTALLATION BY THE ELECTRICAL 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ CONTRACTOR'S COORDINATION WITH OTHER TRADES. WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE CONTRACTOR. D n D THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL J. ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRIC SERVICE AND Q Q WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE MAKE CONNECTIONS TO THE HVAC EQUIPMENT, SIGNS AND GRILLE AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE LANDLORD AND THE POWER COMPANY. CONTRACTOR SHALL MAKE MOTORS (IF APPLICABLE) AS SHOWN ON THE DRAWINGS. D SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. COPY DRAWINGS INCLUDED SHALL BE DELIVERED TO GYMBOREE'S OF METER METERING WITH THE REQUIRED THE UTILITY LANDLORD.COMPANY FOR INSTALLATION K. CLEARLYAAAND COMPLETELY MARKED CASH UNMISTAKABLE SHALL BE RP RATION CO O 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDUUNG THE COMPLETION PROJECT MANAGER. C. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL IDENTIFICATION BY THE OWNER'S EMPLOYEES, D STREET AR AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR TELEPHONE UTIUTY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT L TEMPORARY WIRING SHALL BE REMOVED WHEN WORK IS COMPLETED. SAN FRANCISC O,500 HOWARD 94105 SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT SECTION 16008 - DISCREPANCIES IN DOCUMENTS SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL M. NO CONDUIT SHALL BE RUN THROUGH HVAC DUCTS. COMPLETION DATE. BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. N. FINALLY , 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL 1. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETED IN DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL CONDUIT (IF REQUIRED BY LANDLORD OR LOCAL CODE) FOR TELEPHONE EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SYSTEM. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SYSTEM WITHIN THE LEASED SPACE. OUTLET BOXES SHALL BE 4" MENTIONED OR SHOWN ON THE DRAWINGS BUT NECESSARY TO FULLY SUBSTITUTIONS SHALL BE USTED SEPARATELY AND QUALIFIED IN THE SPECIFICATIONS OR OTHER TRADES CONFUCT OR ARE UNCLEAR, ADVISE SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. COMPLETE THE WORK SHALL BE FURNISHED. THE LOCATION OF CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF GYMBOREE'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO D. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING ARE KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND GYMBOREE'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT AND FINISHED INSTALLATION. ANY RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT DANIEL A. REEVES, P.E. SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL ADDITIONAL COST. 3100 E. Randol Mill Rd CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. COMPENSATION PERMITTED. SECTION 16202 - MATERIALS 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO Arlington,TX 76011 RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. SECTION 16009 DEMOUTION A. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS (81 7)701-4808 THEREOF, SHALL BE NEW AND SUCH AS APPEARS ON THE FAX(817)633-4153 SECTION 16002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF UNDERWRITER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL Oregon Registration#81368PE THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS. ELECTRICAL RESPONSIBILITY SCHEDULE 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL B. CONDUIT SHALL BE STANDARD STEEL, IMC OR EMT (THIN WALL) SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED NECESSARY TO PROVIDE A COMPLETE ELECTRICAL SYSTEM AS SHOWN 2. ELECTRICAL CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE IN FINISHED AREAS. EXCEPT AS OTHERWISE APPROVED BY GYMBOREE'S FURNISHED BY INSTALLED BY RE-Cu SE ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING LIGHT PROJECT MANAGER. EMT CONNECTIONS SHALL BE COMPRESSION TYPE. ITEM N/A REMARKS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS FIXTURES, RECEPTACLES, SWITCHES, ETC. NOT BEING REUSED ON THIS MINIMUM SIZES OF CONDUIT SHALL BE 3/4", EXCEPT 1/2" FOR SWITCH GYMBOREE LANDLORD CONTR. LANDLORD coNTR. EXISTING BEING BY THE LANDLORD OR GYMBOREE SHALL BE PROVIDED BY THE PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST LEGS. EMT SHALL BE GALVANIZED OR ELECTRO-GALVANIZED. EMT MAIN OVER CURRENT DEVICE IN ELECTRICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE THE LANDLORD'S ELECTRIC ROOM • C. N INSTALLATION WITH THE LANDLORD AND THE GYMBOREE PROJECT PRIOR TO REMOVAL ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE SUSPENDED CEIUNG OR CONCEALED IN INTERIOR PARTITIONS. EMT CO V MANAGER, AS REQUIRED. ROOF NOT APPUCABLE TO THE NEW WORK MUST BE REMOVED AND SHALL NOT BE CONCEALED IN POURED CONCRETE FLOOR OR WALLS. USE METER IN LANDLORD'S ELECTRIC ROOM • Tin 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. IMC FOR UNDER SLAB INSTALLATIONS. IMC IS PERMITTED WITH SCREW Z CO EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL EXISTING ABANDONED CONDUITS OR EQUIPMENT IN THE FLOOR, CONNECTIONS. FLEXIBLE METALLIC TUBING MAY BE USED IN LIEU OF C/YS IN LANDLORD'S ELECTRIC ROOM • w g BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT EMT FOR CONCEALED BRANCH CIRCUIT WIRING ONLY, WHERE c 8 MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY PERMITTED BY LOCAL AUTHORITIES. FLEXIBLE METAL CONDUIT MAY BE SERVICE ENTRANCE CONDUIT(S) O (5 ce SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR USED ONLY FOR SHORT CONNECTIONS TO FIXTURES AND EQUIPMENT, TO LEASE SPACE • (j La 0 BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. PERMITTED BY CODE. SERVICE ENTRANCE FEEDER(S)WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR C. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600 TO LEASE SPACE • BE FURNISHED AND INSTALLED AS PART OF CONTRACT. AND GYMBOREE PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS VOLT INSULATION: 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH DIRECTED BY THE GENERAL CONTRACTOR AND GYMBOREE. ALL UNUSED 1. #10 AND SMALLER - SOLID. 18 AND LARGER - STRANDED. MINIMUM WIRE 277/480 VOLT PANEL(S) • EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE EXISTING PLENUM RATED CABUNG IS TO BE REMOVED COMPLETELY. SIZE SHALL BE #12, EXCEPT 14 MAY BE USED FOR CONTROL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE APPLICATIONS. STEP DN. UNE TRANSFORMERS & SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND SECTION 16010 - CUTTING AND PATCHING 2. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE MOUNTING ACCESSORIES (AS REQUIRED) • DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED SITE IN UNBROKEN PACKAGES. OTHERWISE. 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS 3. GENERAL WIRING SHALL HAVE THHN INSULATION. 120/208 VOLT PANEL • Q 4. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS 4. ALUMINUM CONDUCTORS, ROMEX OR BX ARE NOT PERMITTED. O g CUTTING ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. SPECIFICATION. NO OF THE STRUCTURE SHALL BE PERMITTED 5. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCH-LOCK FOR #8 AND HVAC DISCONNECT SWITCH • W (� THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR SMALLER, AND T & B LOCK TITS FOR #6 AND LARGE R it W m SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. ENGINEER. 6. WIRES SHALL BE COLOR CODED IN KEEPING WITH LANDLORD'S < re o 0 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND CONVENTION. MANUAL MOTOR STARTER(S) • USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING D. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR 6. UNLESS SPECIFICALLY NOTED OTHERWISE MATERIALS, PRODUCTS, AND CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND SHERARDIZED STEEL, 4" X 4", KNOCK-OUT TYPE WITH FIXTURE STUDS AS 0 a ' METER IN LEASE SPACE • U) EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, GYMBOREE'S PROJECT MANAGER. REQUIRED. JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE Z CI) Z UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE GALVANIZED STEEL, CODE GAUGE AND SIZE. Q CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S E. WIRING DEVICES: C/T'S IN LEASE SPACE • CO Z O WHICHEVER IS MORE STRINGENT. NEGUGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR 1. DEVICES AND COVERPLATES SHALL BE SPECIFICATION GRADE WITH A < >'I' 0 z N AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND MINIMUM OF RATING OF 20 AMPS. I- - c� SECTION 16003 - CODES GYMBOREE'S PROJECT MANAGER. 2. COLOR OF DEVICES AND COVERPLATES ARE TO BE AS FOLLOWS: C/T'S CABINET IN LEASE SPACE • O '''' - RECEPTACLES WITHIN THE SALES AREA SLATWALL AREA ARE TO BE GRAY W 1-'- N Q a; LIGHTING FIXTURES AND LAMPS • • • Z Z < 0 z 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, SECTION 16011 - SLEEVES SILVER COVER PLATES. _ z COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND - ALL OTHER RECEPTACLES & COVER PLATES WITHIN GYP. BD. AREAS ARE TO HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR BE WHITE. TOILET EXHAUST FAN(S) • v W 6 I� W g APPUCABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND HUBBELL. EQUALS BY LEVITON OR COOPER WIRING DEVICES/EAGLE ELECTRIC. CO V N Q INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE DUPLEX RECEPTACLE: HUBBELL #5262 RECEPTACLES IN SALES AREA 0 a W In AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE QUADRAPLEX RECEPTACLE: (2) HUBBELL #5262 UNDER ONE • • Cl.. S, O CD H �o REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST (TWO GANG TYPE) COVERPLATE - f - j INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE UNE COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR ISOLATED GROUND RECEPTACLE: HUBBELL #IG-5262 RECEPTACLES IN STOCKROOM AREA • • W ' rn ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. QUADRAPLEX ISOLATED RECEPTACLE: (2) HUBBELL #IG- g . 0 DUE TO CODE ISSUES SHALL BE REIMBURSED BY GYMBOREE TO THE 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR (TWO GANG TYPE) 5262 UNDER ONE POWER WIRING TO HVAC EQUIPMENT • CONTRACTOR. FLOORS SHALL BE FIRE SEALED WITH CALCIUM SIUCATE, SILICONE "RTV" COVERPLATE CNI N FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR WEATHERPROOF RECEPTACLE: HUBBELL #GF-5262-I .- SECTION 16004 - UCENSES, PERMITS, INSPECTIONS & FEES FIRE RATING. WITH "WP26" ALUMINUM LIGHTING CONTACTORS • 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS COVERPLATE 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH SPST SWITCH: HUBBELL #HBL-1221 POWER WIRING TO "CASHWRAP' • • Y INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED THREE WAY SWITCH: HUBBELL HBL-1223 0 2. FURNISH TO GYMBOREE'S PROJECT MANAGER ALL CERTIFICATES OF CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. F. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE POWER WIRING AND CONDUIT • U I- INSPECTION AND ANAL INSPECTION APPROVAL AT COMPLETION OF 22 U.S.G. GALVANIZED STEEL MINIMUM. SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD FOR SENSORMAT1C EQUIPMENT PROJECT. MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH a SECTION 16012 - HANGERS APPROVED GROUNDING CONNECTIONS. ELECTRICAL SYSTEM AND FLOOR BOXES AND COVERS • Q. 0 SECTION 16005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND Q 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE N.E.C. CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR DELIVERY BUZZER SYSTEM • • 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART • w w O DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH ,a_ TELEPHONE CABLE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL., CONCRETE, OR MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. CONDUIT IMTH PULLWIRE • • 0 Q AS AN EQUAL OR BLIIER IN ALL ASPECTS TO THAT SPECIFIED WILL BE MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION M ' 250 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO DATA CABLE CONDUITS Ca J SUBJECT TO APPROVAL IN WRITING BY GYMBOREE'S PROJECT MANAGER PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR PROTECT GROUND WIRE FROM DAMAGE TO A HEIGHT OF 6 FEET ABOVE WITH PULLWIRE • • THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT 0 c THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO CONDUIT OR BOXES, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM INSTALLED BY l- 0 REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL TELEPHONE CABUNG AND JACKS • GYMBOREE 0 w REQUESTS TO GYMBOREE'S PROJECT MANAGER FOR APPROVA L j 2. ELECTRICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL THREE WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE SMOKE DETECTOR IN RETURN OR • L. EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO TRANSFORMER CONNECTED TO BUILDING STEEL GROUND CONDUCTOR SUPPLY AIR DUCT SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW SUBJECT TO LANDLORD CRITERIA. ' SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT. A SEPARATE IF REQUIRED BY FOUR (4) WORKING DAYS FOR GYMBOREE'S S PROJECT MANAGERS REVIEW ISOLATED, INSULATED GROUND SYSTEM SHALL BE INSTALLED FOR FIRE ALARM SYSTEM • • CODE WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND DIVISION 16200 - ELECTRICAL ELECTRONIC CASH REGISTERS. INSTALLED BY THE SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND G. ALL PANELBOARDS SHALL BE STANDARD DEAD-FRONT CONSTRUCTION MUSIC SYSTEM/SPEAKERS/CABINET • GYMBOREE CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE SECTION 16201 - SUMMARY OF WORK WITH SIZE AND NUMBER OF SINGLE AND MULTI-POLE BOLT-ON BRANCH PRE-WIRE BY y ,f^{" BREAKERS AS INDICATED ON THE PANEL SCHEDULE, AND WITH MAIN ' .. CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE MUSIC SYSTEM WIRING/CONDUIT • • GYMBOREE - � � -� BREAKER AND MAIN LUGS AS INDICATED ON THE DRAWINGS. PANEL CONDUIT BY G.C. . .. ,_ EXCEPTIONS HAVE BEEN TAKEN. A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, -°,F. k BUSSING SHALL BE COPPER. PANELBOARDS SHALL BE COMPLETE WITH }Ms ETC. NECESSARY FOR REASONABLY IMPLIED AND INCIDENTAL TO THE R.T.U. SERVICE RECEPTACLE SECTION 16006 - GUARANTEE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE TRIM, DOOR, CONCEALED HINGES, FLUSH LOCK, DIRECTORY FRAME AND • WORK FOR THE ELECTRICAL SYSTEM AS CALLED FOR IN THE NEATLY TYPED COMPLETED DIRECTORY CARDS. ALL PANELBOARDS SHALL HAVE DISTRIBUTED BUSSING AND SEQUENCE NUMBERING WITH TIME CLOCK • • ;,c. �'D 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, �, �,G PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR BUT NOT BE LIMITED TO THE FOLLOWING: NO TWO CONSECUTIVE CIRCUIT NUMBERS TIED TO THE SAME BUS OR I ' PHASE. ALL PANELS AND BREAKERS ARE PRE-PURCHASED AND SHALL BE '-- �". REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR 1. WORK IN THE LANDLORD'S MAIN DISTRIBUTION EQUIPMENT ROOM SHALL GENERAL ELECTRIC AS PART GYMBOREE'S NATIONAL ACCOUNT RELATIONSHIP 2-WIRE LIGHTING CONTROL RELAY • EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 BE AS INDICATED, AND/OR REQUIRED, BY EXTENDING SERVICE TO THE MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE LEASED SPACE. AND SHIPPED TO THE JOB SITE FOR INSTALLATION BY THE ELECTRICAL -- -. ..........�. WINO INSTALLATION BY GYMBOREE'S PROJECT MANAGER. EXTENDED 2. COMPLETE POWER AND UGHTING DISTRIBUTION SYSTEMS INCLUDING CONTRACTOR. ALL CIRCUIT BREAKERS USED FOR CONTROL OF UGHTING AS-BUILT DRAWINGS • • ELECT. ' ECSI WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM. CIRCUITS SHALL BE "SWD" RATED. - 2. GYMBOREE SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL 3. COMPLETE UGHTING FIXTURE INSTALLATION. H. DRY 'TYPE E UNITS BELOW TRANSFORMER AND NEMA CLASS CLASS INSULATION RESPONSIBILITY j PARTS ON EQUIPMENT PROVIDED BY GYMBOREE AND GYMBOREE'S 4. COMPLETE TELEPHONE CONDUIT SYSTEM, INCLUDING SERVICE CONDUIT ON UNITS 30 KVA AND ABOVE. TRANSFORMER TO BE GENERAL PURPOSE VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL FROM POINT OF CONNECTION TO LANDLORDS SYSTEM AND ALL vENTIL.ATED TYPE WITH ALUMINUM WINDINGS. TRANSFORMER IS PRE- REFERENCE ONLY S C H E D U L E WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC.. , ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. 5. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION. PURCHASED AND SHALL BE GENERAL ELECTRIC AS PART GYMBOREE'S NOT APPROVED WITH THIS PER'VTt"T NATIONAL ACCOUNT RELATIONSHIP AND SHIPPED TO THE JOB SITE FOR SHEET NUMBER: INSTALLATION BY THE ELECTRICAL CONTRACTOR. ELECTRICAL SPECIFICATIONS E5 • O 1 1.. 0 0 0 C ra Z Y 4111 SALES SALES / -- „ in, a a gwN _Di ,..,, I jii \....---- _....--\ 10'-0" 10'_0" 1 B— I 0 /I 0 , CORPORATION ___----' _ .0 \ RG-1 1 1 1 I I ; _., il ii , 1 1 ; , , ' , ; r , , , ; 1 i: ; , ,4. ; I , 500 HOWARD STREET ' SAN FRANCISCO, CALIFORNIA 94105 , , 1 L-4 .70 ^r' , . I 1 t--, . ; 4 4 1 r 1 : I , 4 4 4 4 - 1: , 1 i N , , , , -1- 11 I 4 ' ■ el 4 ; EXISTING - 0 i i r ! t 1 1 1 , . I : ' " i l! . : i 1 1 , 1 f 1; : , i , CORRIDOR 0 , , , 1 I /! 0 1 , , , . , 4 , 1 : ! 11 , , ; f ] , 0 ! . , , , „ --1-- , , i i 1 111 i, : 1 - c4i , , , , 12"Ø SA ; 1 11111 - I DR I , , , , .. , , i 4, • 20 SA. ; 1 i e ,. A•o_x. !! ! DANIEL A. REEVES, P.E. , , , , , i . L_________, 1 , 1 -1_, , i 1 , 1 ,. , . , : •, (/' 1 SD-i ,. ,. , _ I , , 1 i SD-1 i E 1 . , 4 4, i ; 1 3100 E. Randol Mill Rd , , . : . , ?i-ks ti , . 11... , : , . ; ; ,I i 400 I I! ! 1 400 1 Arlington,TX 76011 : ; , . ! i . i si ; a - 1 i. , : , . , 1 i 4 ! 04 , , , [ i ; ....imar 1 (817)701-4808 0 -±4.--; — i '1 ------+ ; i 1 : 1,.. _.(.L. I i I I Illp] FAX(817)6334153 1 ; H — !(EXISTING)! 1 37_ _____F — =____ I , , i L 'JUNIMMIL J \ 1 ------'" Ni:AV".'.1 i i . , ; , ■ , ' , Oregon Registration#81368PE . . ! , i . , i . , ' ; i , i ■....._ i I i , 2"x20"S.A.,I 1 :' ' : ' i i ' , i _ , . `1.-- ---- , 1 , - : 1 : 1 , , i ii 1 (EXISTiNG)-27 (EXIST'NG)--/ _L __,, . , i ,1 , 1 , 1 I i 16"0 $A I ; I, 1 1415 ';.A. ° I 4 , , 771 , 1 I i I I 4 i , , SD-1 ° 1 ' ; , , , I - RI t- SALE _i_ ,! , II ,i i i 1 , , , . , i 1 300 ; i- , ' 1 I 1 , i i I- . 10*0 S.A. I ! _; , , -L i h1' 6' i 1 41 . ! : 1 ' SALES ! - 1 i i , 1 Cl , , / i d 0 ,,,! 1 1 1 , i 11 -6 ' 1 *c ciNi _1, _ , -I I' 1 , 1 : , s : w ' I I , , 1 1 I SALE i', 1 f,i.', ,', t,,,j,' , 1! , { a , , , i 1 ' , '' ' : M Tin , 4: 1 1 ; M 4 1 , 4 , 1 '1 \ , ' ; -" ' "Irm t _ , : .i 1 I ; 1 ., „ I ; 4 i i .; i M CO ® EXISTING , , , , , , , , , , , , , i - t 1 • . 0 : , , ■ ! , , i A ,' { I 1 1 , ' 1 „ i , g ■ I 1 I 7 , r 1 W , I 1 , rwiii STOCKROOM : , , 5 4 ' t , , , 1 1 i ! , . o w a , 1271 4 , ; t _i 6 ! 145: —ok , , , , , _ ,, e ,i. ,. : III i , e , t,, . i e 4, 1 II !! , , e . , , , e , all J o 6 re i 4sD00-1 1 SD-1 v) F.)0 EXISTING , ' 2"0 S.i/N. !' 0 .4 1 400 r I TOILET , ; i -t t ..it l't ' ' , .; . . i t' \,...., 1■41, 1 i , ; , , FPCI*14 Adilie I . ! o , i , 1 i t I ' , . , i I I i' 11 i 1 i 2"ø S•i!1/4' 0 ! 01"11.4 .t , 1 -' 1 i i ! 1 ' IZI.■.■,■..■■■.■.■■■■■■■.■.■■■■■..■■■..■.■■■-.„.■,:■ .■■*....... ..■.■.-..■■■ , ' ' 1 i I , . I /1 i 1 i ! I 0 i VERIFY ALL CONDITIONS IN FIELD RG-1 , ; ; , -; , , 1 I ; Hi 1 1 , 1 , 1 i ' ,i , 1 i 1 1 , , , . PRIOR TO BIDS. , s , , 1 : 1 i : , ! <9 , , , , 1..J , , --t RG-1 /r. 0 g 1 n Eli 1 I LLI it , 1 . i SMOKE DETECTION NOTE: 1 , I r T. I ; ' ,- 4_,' , 1 ; t` , 4, , ' 1; , i 1. I i 1, ,- ce . IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM S'YSTEM, ACTUATION ' ' ° ' ° g ----1 I OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AN AUDIBLE SIGNAL IN AN E id 13 < < e) a APPROVED LOCATION. DUCT SMOKE DETECTOR TROUBLE CONDITIONS SHALL ACTIVATE A D D VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED LOCATION AND SHALL BE IDENTIFIED AS AIR \---- a g DUCT DETECTOR TROUBLE. .--- \ \ Z Cr) z 0 o 00 Z 2 , . NOTE: CONTRACTOR IS TO VERIFY ALL CONDMONS IN THE FIELD PRIOR TO BIDDING WORK. < 0 0 cl ANY CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE M W >, E., Z SN, -±" P. BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED IN a N (9 v3 c) THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO L.L... Z Z 710_ ,t4 re a APPROVAL BY 'THE TENANT'S CONSTRUCTION MANAGER. .., x > 0 ,_ ....L. 4t ci 1...1 0 o NOTE: o) I- I 114J cy) -.. SEE SHEET M3.1 FOR RESPONSIBILITY SCHEDULE 0- Cl) i a 0 . , ci) cr) o gcp o .4.-- 1/4" = 11-0" ....., ....,.. MECHANICAL PLAN 1 CN1 '■.. Cs1 . ■... CNI SUPPLY DIFFUSER 4-WAY THROW 1:::- FIRE DAMPER - FI 171 ) 1. THE CONTRACTOR FOR THIS DMSION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND 0 EXISTING HVAC EQUIPMENT, DUCTWORK, HANGERS, ASSOCIATED CONTROLS, ETC. NOT SCHEDULED , L mium. m MOTOR OPERATED DAMPER - REVIEW DRAWINGS FOR ALL DMSIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF TO BE RELOCATED OR RE-USED SHALL BE DISCONNECTED AND REMOVED FROM JOB SITE. DO El SUPPLY DIFFUSER 3-WAY THROW Willi Lai MOD THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DMSIONS OF WORK. if IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET' OF BID NOT JUST ABANDON. FIELD VERIFY EXACT CONDMONS AND LOCATIONS PRIOR TO BIDDING. L.L., DOCUMENTS. 0 T.G.C. SHALL REPLACE EXISTING FAN POWERED VAV BOX WITH NEW VAV BOX OF EQUAL SIZE. 0 ..... El SUPPLY DIFFUSER 2-WAY THROW aalg CONTROL DAMPER - CD 2. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED NEW VAV SHALL BE FURNISHED WITH ANALOG ELECTRIC CONTROLS. SET TO DELIVER 2700 CFM. FIELD VERIFY EXACT LOCATION. CONTRACTOR SHALL PROVIDE ALL HANGERS, SUPPORTS, t■ w 0 Li z 0 a. 0 Z RETURN GRILE -111111— FLEXIBLE DUCT ROOFING CONTRACTOR AT TENANT GENERAL CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORD AND THE GENERAL CONTRACTOR. VERIFY SCOPE OF TRANSMONS, FLEX CONNECTIONS AT UNIT FOR SUPPLY, RETURN, & OUTSIDE AIR DUCTWORK AND ALL DUCTWORK REQUIRED FOR A COMPLETE HVAC SYSTEM. REFER TO SCHEDULE FOR o -.,. (7.) - ..,_.... ,r > I-1-1 WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS ADDITIONAL INFORMATION AND CFM. COORDINATE UNIT PLACEMENT WITH LANDLORD. IA-I 0 CX V ACCESS DOOR/PANEL ) ROUND DUCT - UP DIRECTED BY THE GENERAL CONTRACTOR. ft x I PROVIDE AND INSTALL CD M ---1 BALANCE DAMPER C4) ROUND DUCT - DOWN 3. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON ANY ADD 0 MANUAL VOLUME DAMPER AT DIFFUSER CONNECTION TO BRANCH SUPPLY <MONAL M Lu DUCT -TYPICAL >- __ STRUCTURAL STEEL REQUIRED TO SUPPORT MECHANICAL EQUIPMENT PER DETAILS SHOWN ON ( ). (D --,I 1 m S TEMPERATURE SENSOR STRUCTURAL PLANS. THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS Wal 0 (x 0C) THE GENERAL CONTRACTOR AND LANDLORD. VERIFY SCOPE OF WORK WITH THE GENERAL 0 INSTAL THERMOSTAT AT 48* A.F.F. ( 1) SPIN IN FITTING LA_ 0 THERMOSTAT CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL c, L1.1 LLI - CONTRACTOR. 0 EXISTING TOILET EXHAUST FAN TO REMAIN. cr"--■--S ECCENTRIC DUCT TRANSMON / DUCT MM. SMOKE DETECTOR 4. HVAC CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEING USED r:-.■ REFERENCE ONLY Lw LANDLORD'S SPRINKLER MAIN AT 14'-8* A.F.F. FIELD VERIFY EXACT LOCATION. AVOID WITH OR SHOWN TO REMAIN, IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS NOT APPROVED WITH THIS PERMIT 0 H.- UNDERCUT, DOOR WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL ALL NEW CONSTRUCTION. S---4---5 CONCENTRIC DUCT TRANSITION INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND : ,,,,/,,..,• ';',...,,. ' ,,./ INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. 0 SUPPLY AIR DIFFUSER/RETURN AIR GRILLE WITH CEIUNG RADIATION DAMPER, REFER TO AIR DEVICE i um- HEATER (UH) SCHEDULE ON SHEET M2.0 FOR INFORMATION. INSTALL AS PER MANFACTURER'S REQUIREMENTS. l■-"" SUPPLY DUCT - UP 5. HVAC CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND MATERIALS, INCLUDING ALL (-TYPICAL). , „-k, (,., '1'!-.':. i-,7 14 SUPPLY DUCT - DOWN ELECTRIC BASE130ARD HEATER (EBBH) PIPING AND DUCTWORK, AND MAKE ALL CONNECTIONS, PER THE DRAWINGS AND SPECIFICATIONS. AN INDEPENDENT MR BALANCE AND HVAC SURVEY COMPANY SHALL CONDUCT A COMPLETE INSPECTION OF THE INSTALLATION AND REPORT ANY DEVIATIONS FROM THE PLANS AND SPECIFICATIONS. THE HVAC CONTRACTOR SHALL BE UABLE FOR ANY DISCREPANCIES AND SHALL 0 FLEXIBLE DUCT, MAXIMUM LENGTH 5'-O" (TYPICAL). PROVIDE SMOOTH TRANSMON AND PROPER SUPPORTS PER SMACNA. USE FLEXIBLE DUCT FOR FINAL RUN-OUT TO DIFFUSER ONLY. (TYPICAL). r — , ;s:, \.,. I ' ,, .,.- ., ..., , i \ ;; .; '. '- ; ;; .;:;::.,,;;/4 /49 BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY CORRECTIVE ACTION REQUIRED. ,,,:-',...,- ,,..,;.,,,,,„ ,- -.., „. ‘ ,, , XX-X EQUIPMENT DESIGNATION 6. T.G.C. SHALL PROVIDE ROOF PENETRATION LOCATIONS TO LANDLORD FOR ROOFTOP UNIT, '' ,,L:„.,.,_- I RETURN OR EXH. DUCT - UP EXHAUST DUCT THRU ROOF AND ANY OTHER LOCATIONS. RaCivv "--,.04-r... 0, to xx -x" 1 CEILING ELEVATION _..,... 7. T.G.C. SHALL PROVIDE FIRE EXTINGUISHERS WHICH COMPLY WITH LOCAL FIRE CODE AND THE liii RETURN OR EXH. DUCT - DOWN SPECIFIC INSTRUCTIONS OF LOCAL BUILDING OR FIRE DEPARTMENTS PERSONNEL INSTALLATIONS MECHANICAL - lill E PLUMBING CODED NOTES SHAL COMPLY WITH NFPA #10 AND LOCAL REQUIREMENTS. PLAN I '-,., ELBOW w/TuRNING VANES 0 HVAC CODED NOTES SHEET NUMBER: LEGEND AND SYMBOLS MECHANICAL GENERAL NOTES MECHANICAL CODED NOTES M 11 • 0 ,--__. _________ , crazy 11;) gwigitc, pee CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 DR , DANIEL A. REEVES, P.E. 3100 E. Randol Mill Rd Arlington,TX 76011 (817)701-4808 FAX(817)633-4153 Oregon Registration#81368PE NOT USED NONE 12 NOT USED NONE 10 NOT USED NONE 6 NOT USED NONE 3 W N co Ti- m TAG DESCRIPTION Z CO CO g r 7 .. ■ 7 ■ 1■ -- T ■■ ■■ ■■ �' T T p 8 VAV-1 FAN POWERED VAV ENVIRO-TEC MODELS VFR-EH-1621, W/ 15.0 KW ELECTRIC HEAT (208V/3'�) o U� / PROVIDE WITH STAND-ALONE ANALOG ELECTRIC CONTROLS PACKAGE. (2700 MAXIMUM CFI, 520 I- W MINIMUM CFI} cn (3 p e FLANGED AND GASKETED JOINT ALL DUCT LINER TRANSVERSE EDGES TO BE COATED W/ OR DUCT CONNECTION AND RE- ADHESIVE IN ACCORDANCE ENFORCEMENT IN ACCORDANCE —,ROOF JOIST W/ SMACNA STANDARDS W/ SMACNA 2" W.G. CLASS, HANGER WIRE (..�, ) SEAL NON-GASKETED TRANS- 1 4...1 SHEET MTL. DUCT HANGER VERSE JOINTS IN ACCORDANCE (s W/ SMACNA CLASS "C" (TYP.) 0 J -SPIRAL DUCT < EXTERNAL INSULATION SHALL W f BE RUN CONTINUOUS THRU Ce w m `7 7-- MAIN DUCT-' AIR HANGERS < Q o 0 1" FLOW 1 ACOUSTICAL NONE LINING -� � � � HVAC EQUIPMENT SCHEDULE 9 r -7r- .-\ o T o0 z f..). CONICAL OR BELLMOUTH SPIN- 0 O M ROOMS TAPE DOWN EXTERNAL IN FITTING, SEAL AIRTIGHT W/ Z N EQUIPMENT N.E.C. H.V.A.C. INSULATION MASTIC >III I'm - N NAME ELEC. LOAD SALES NON SALES o ca a) HVAC LOAD CALCULATION REQ. WATTS QTY. WA(I S QTY. WATTS FASTEN W/ MIN. (3) Q N ___ SHT. MTh. SCREWS _ SOUND SYSTEM & TELE 205 W. 205 W. 1 205 Z — O z SEAL W/ DUCT TAPE I- CASH REGISTER 225 W. 225 W. 2 450 AND MASTIC U W 3 0 DESIGN CONDITIONS OUTDOOR INDOOR DIFFERENCE DATE - 11/1 JOB 0579 --- --- ROOF JOIST W CO V1 LL N" cif NT Crazy 8116112 PC COMPUTER/PRINTER 480 W. 400 W. --- 1 400 ROUND RIGID DUCT —`'`HANGER WIRE O ' '' Q N Q a. SUMMER DRY BULB 30 75 15 AJJDRESSJasl�irgSe#K10 r (' O SUMMER'wET BULB 67 625 4,5 CITY&STATE Tigard,OR. MICRO/REFRIG 800 W. 300 W. --- 1 300 � >> c -o HUMIDITY RATIO 54 65 0 ASHRAE CITY Pordari&OR. " WINTER DFT BULB 70 48 ALTITUDE 33 LATITUDE 456 VIDEO MONITOR 200 W. 120 W. 1 120 --- --- 1 1/2 WRAPPED INSULATION �..�,.��g..�le.,,� SHEET MTL. DUCT HANGER mu -lb _SUMMER DESIGN 1 CJNTH.- __ JUNE _.DAILY SWING _ 21.6 LEASE AFIEA 227 4 SQ.FT, TRANSFORMER 30 KVA 820 W. --- 1 1,020 • 1 % o C ITEM DIR. .�L.TD L4T CORR K. AT ODA CORR U AREA BTUH BTUH , RECTANGULAR DUCT O CORK TEMPCORR CLTD VAL DDOUNG HEATING ' ' N \In N EXTERNAL INSULATION SHALL N ROOF FLAT 78 -1 1 3 5.8 74 005 2274 5453 / / N BE RUN CONTINUOUS THRU D v,{ALL NORTH 10 -2 1 3 -58 5 010 0 0 0 TOTAL ELEC. EQUIP. 570 1,925 - •- U \ 1 L SOUTH 17 1 1 3 -58 15 0.10 0 0 0 HANGERS c /ALL EAST 29 0 1 3 •58 26 010 0 0 0 NONE NONE NONE T \WALL 'AST 14 0 1 3 -58 11 0.10 0 0 0 EQUIPMENT HEAT GAIN 8 ROUND DUCT TAKE-OFF DETAIL 5 DUCT HANGING DETAILS 2 v) _ GLASS ALL 14 1 1 3 •58 12 0.83 0 0 0 U LLI _ SUBTOTALS 8437 5458 ITEM DIR. SC SHGF CLF AREA NOTES AIR DEVICES SUPPUED & INSTALLED BY CONTRACTOR. NOTE: DAMPER HANDLE TO BE U NOTES : INSTALLED MAXIMUM OF w z O GLASS NORTH 093 33 053 0 0 1.SYMBOL KEY - 5.DAMPERS SHALL BE OPERABLE FROM FACE 3'-0" ABOVE CEILING. O O L GLASS SOUTH 093 74 0 0 0 FIRST LETTER: S-SUPPLY R-RETURN E-EXHAUST "A" OPPOSED BLADE O - A GLASS EAST 093 2i13 051 0 0 L-UNEAR "B" RADIAL OPPOSED BLADE `-' < R GLASS 'WEST 093 220 0 0 0 SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE "C" RUSKIN CFD OR CFDR FIRE DAMPER W/VOLUME CONTROL. TO S.A. MAIN SHT. MTL. ELBOW REQUIRED w "D" YOUNG'S REGULATOR, DPR MODEL # 5020-CC w L T`r'PE WATTS X BTUMATT X FACTOR X TO SPACE 2.CATALOG NUMBERS REFER TO HART do COOLEY CL T I 3.PROVIDE THROW AS INDICATED 6. BORDER STYLE- w SECURELY TAPE VINYL FLEX O eL G FLUORESCENTS 1404 341 1.1 Q75 RECESS 3 CI "A" SURFACE MOUNTED DUCT TO SHT. MTh. W/ MIN. OF ' Q z 4. FINISH- B LAY-IN, PROVIDE WITH PLASTER FRAME M w H FL3IDRESCENTS 384 3.41 1.1 1.00 SURF 144t1 INSULATED (2) CONTINUOUS WRAPS OF DUCT >- M "B" -WHITE G.C. TO FIELD PAINT. FOR DRYWALL CEIUNG MOUNTING, I ROUND DUCT TAPE. STRAP CLAMP OVER FLEX 0 T INCANDESCENTS 4680 341 1 1.00 SURF 155 "B" - WHITE "C" LAY-IN FRAME FOR T-BAR CEILING. S INCANDESCENTS 0 341 1 075 RECESS 0 E ITEM VALUE X MllLTIF'�lER = BTU,H OR ASHRAE � DUCT INSULATION & VINYL TO SHT. 0 w v MTh. TAPE INSULATION TO DUCT ~ Ow Q BTUH CATALOG SIZE MOUNTING MATERIAL BORDER VOLUME DAMPER WITH TO FORM A GOOD SEAL I- TAG FINISH DPR. REMARKS LOCKING QUADRANT. w Li — U EQUIP,@.9 46F 2274 025 a.41 1 1939 NUMBER MOD. NECK CEIUNG OTHER STEEL ALUM. STYLE 3"I HVAC FAN HP 2 1 25 50� Soso PROVIDE WITH 3 EXTENDED P EQUIPMENT 0 025 341 0 0 " LONG SHT. MTL. SECTION SECURED ) v) v) J 8 SD-1 SRETRS 24"x24" 12"0 • B A C Q ® SHAFT, HANDLE AND COLLAR TO DIFFUSER COLLAR W/ MIN. (3) SHT. PEOPLE 50 SQ-FT.PERSON 250 BTUHIPERSON 11370 MTL. SCREWS, DUCT TAPE AND MASTIC. O AREA X CFMFF X BF X TEMPDIFF X FACTOR SD-2 SRETRS 12"x12" 10"0 • •• B A C 0 0 INSULATED FLEXIBLE CONNECTION > . A M74 0.30 01 15 1.10 1124 =. - 2274 030 10 4$ 110 3e374 (MIN. 3 FT., MAX. 5 FT.) TRANSITION FROM DUCT SIZE TO �.,eY� „ " DIFFUSER NECK SIZE AS NECESSARY "'4 'A{�,4 I SD-3 SREIRS 12x12 8'0 • B A C 01 `' FIRE DAMPER WHERE I V :r,'4' i , , c. COMBINED DUCT LDSs�iNFILTR4,TIDN,'e+�A�iM1 UP,�NG SAFETY MARGIN X5`4 � �, -.. _- -- INDICATED ON PLANS.- THERMAL INSULATING BLANKET 5 .-- L ROOM SENSIBLE HEAT a4IN(LOSS)- 51774 41432 RG-1 RH45T 24"x24" 22"x2" • • B A C CI 7- FOR FIRE CEILINGS ONLY REQUIRED FOR FIRE RATED . A CEIUNGS ONLY. , T OUTDOOR AIR ' CFM 0 I �, . c r° ., E PEOPLE 50 SO.FT.A ERSON @ au BTUH,PERSON 9]96 N EQUIPMENT o 0.25 125.00 0 0 REMARKS 1 ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL SECTORIZING ►el T INFILTRATION 0 CFM 0 BAFFLES FOR AIR PATTERN SHOWN. PROVIDE WITH THROW REDUCING VANES. DIRECTIONAL BLOW PLATE 7 DRYWALL CLG. STEEL MOUNTING { ROOM LATENT HEAT GAIN= 9096 FRAME REQUIRED FOR DRYWALL 0 PROVIDE AND INSTALL ROUND CEILING RADIATION DAMPER MODEL RCRDDDB LP AT CLIPPED ON DIFFUSER CEILING INSTALLATION SEE ---- ITEM QTY FACTOR FACTOR ALTITUDE CORRECTED NECK SIZE SHOWN FOR SUPPLY AIR DIFFUSERS. IN FIRE RATED CEIUNGS ONLY. RODS SEE NOTE DETAIL THIS SHEET. ' ''`' _Z D O FACTOR or°U"VAU.JE BELOW. \SUPPLY AIR DIFFUSER T DUCT GAINS 5271 025 1.00 0220 264 3 PROVIDE AND INSTALL RECTANGULAR CEILING RATIATION DAMPER MODEL SCRDDB LP (LAY-IN FRAME) H OUTDOOR AIR,SENSIBLE GT 15 090 110 10118 AT NECK SIZE SHOWN FOR RETURN AIR GRILLES. HVAC DETAILS E OUTDOOR AIR,LATENT 632 0 090 0E a R INFILTRATION 0 CFM 0 0 & SCHEDULES NOTE: ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH - T ROOM SENSIBLE LOAD 92155 GRAND TOTAL LOAD(BTUH) 71251 INTERNAL SECTORIZING BAFFLES FOR AIR PATTERN ►; 0 LATENT LOAD 9093 NOMINAL TONS REQUIRED 59 SHOWN. PROVIDE WITH THROW REDUCING VANES. 1-WAY, T SENSIBLE HEAT RATIO 087 HEATING(BTUH) 41432 2-WAY & 3-WAY ARE DESIGNATED ON PLANS BY A ELECTRIC HEATING(I 1213 SHADED AREA INDICATING INACTIVE CFM SECTION. L M NI JM SHEET NUMBER: 23 S COIL 1NLET(DB iwii) EC E HVAC LOAD CALCULATIONS NONE 11 AIR DEVICE SCHEDULE NONE 7 NOT USED NONE 4 DIFFUSER INSTALLATION DETAIL NONE 1 M2 • O ., REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DIVISION 15000 - MECHANICAL SECTION 15007 - RECORD DRAWINGS 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING APPROVALS. SECTION 15001 - BASIC MECHANICAL REQUIREMENTS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB 4. PERMITS, FEES, INSPECTIONS AND CHARGES. SECTION 15501 - SUMMARY OF WORK CraZY I) SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 5. TESTS AND TEST CERTIFICATES. A. GENERAL CONDITIONS A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. AND FUNCTIONAL SYSTEM. ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND WORK FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, _ OF DIVISION 15000. CONTRACTOR'S COORDINATION WITH OTHER TRADES. COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND 1. THE YORK EQUIPMENT AND ACCESSORIES AS NOTED ON THE PLANS HAVE WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE SECTION 15302 - MATERIALS BEEN PRE-PURCHASED BY GYMBOREE THROUGH A NATIONAL ACCOUNT D El De THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE AGREEMENT FOR INSTALLATION BY THE CONTRACTOR. THE NATIONAL IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO GYMBOREE'S A. SPRINKLER HEADS: ACCOUNT AGREEMENT DOES NOT RELINQUISH THE CONTRACTOR'S D SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. PROJECT MANAGER. 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND RESPONSIBILITY TO VERIFY UNIT VOLTAGE, UNIT CONFIGURATION AND 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, TO ARRANGE FOR DELIVERY. CONTRACTOR SHALL BE RESPONSIBLE FOR CORPORATION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SECTION 15008 - DISCREPANCIES IN DOCUMENTS RELIABLE, STAR, OR VIKING. UNLOADING AND INSPECTING FOR DAMAGE OR MISSING PARTS AND SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS FILING OF ANY CLAIM FORMS. CONTRACTOR SHALL FIELD INSTALL ALL 500 HOWARD STREET COMPLETION DATE. 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. ACCESSORIES NOT FACTORY INSTALLED AND INCLUDE ALL COSTS IN SAN FRANCISCO, CALIFORNIA 94105 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL 3. VERIFY HEAD TYPES AND COLORS WITH GYMBOREE AND SUBMIT WITH BID. REFER TO RESPONSIBILITY SCHEDULE AND EQUIPMENT SCHEDULE TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPRINKLER DRAWINGS FOR PERMIT. ON PLANS. ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY GYMBOREE AND THE ALL PRE-PURCHASED CARRIER EQUIPMENT WILL INCLUDE A FIRST YEAR SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE GYMBOREE'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. LABOR WARRANTY TO BE ADMINISTERED BY THE INSTALLING CONTRACTOR CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, A. SALES/TOILET ROOMS AT GYP. BD. CLG. - FULLY RECESSED WITH AND PAID FOR BY CARRIER. DR KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH GYMBOREE'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT COVER PLATES TO MATCH GYP. BD. FINISH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL B. SALES AREA AT A.C.T. CLG. - SEMI-RECESSED CHROME WITH WHITE 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE COMPENSATION PERMITTED. ESCUTCHEONS. VERIFY ALL DIMENSIONS AT THE SITE. DANIEL A. REEVES, P.E. THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. C. STOCKROOM/CORRIDOR - BRASS PENDANT 3. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO SECTION 15009 DEMOLITION D. STOREFRONT - FULLY RECESSED HEADS WITH COVER PLATES PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR 3100 E. Randol Mill Rd RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. TO MATCH GYP. BD. FINISH FINISHED MATERIALS. Arlington,D(76011 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF (817)701-4808 B SECTION 15002 - GENERAL REQUIREMENTS THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY B. PIPING: SECTION 15502 - MATERIALS FAX(817)633-4153 THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, Oregon Registration#81368PE 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. WELDED AND SEAMLESS, ANSI 8-36-10-70 FOR WROUGHT STEEL PIPE. A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL 2 SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND THE DRAWINGS, FIXTURES, PIPING, UNITS, � PIPES LARGER THAN 2 INCHES. OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED CALLED FOR IN THE SPECIFICATIONS, AND AS PLUMBING FIXTURES PIPING HVAC UNITS REFRIGERANT RECAPTURE, 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED UNIONS FOR PIPES 2 INCHES AND SMALLER. THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING AS BEING BY THE LANDLORD OR GYMBOREE SHALL BE PROVIDED BY THE ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS .. MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED CODE AND THE LANDLORD. DATA. t (Ni INSTALLATION WITH THE LANDLORD AND THE GYMBOREE PROJECT ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO w 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED co MANAGER, AS REQUIRED. REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL M 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR " " Z r BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF & NFPA ORDINARY HAZARD. THE LATEST EDITION. MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN Q $ D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. Y SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND O ZS{Y INTERFERENCE WITH OTHER TRADES. 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT i- W Q BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND o _ WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY BE FURNISHED AND INSTALLED AS PART OF CONTRACT. CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS LANDLORD. SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED McGILL DUCT EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR GENERAL CONTRACTOR AND GYMBOREE PRIOR TO BID AND INCLUDE IN IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND PROVIDE ONLY A STUB-IN TO THE SPACE. THE CONTRACTOR SHALL SEALER OR EQUAL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON GYMBOREE. A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND THESE DRAWINGS, REQUIREMENTS PRIOR TO BID. UNLESS SPECIFICALLY NOTED OTHERWISE. CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY SECTION 15010 - CUTTING AND PATCHING F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND THE MALL, LOCAL INSPECTOR, OR GYMBOREE'S INSURANCE CARRIER. MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND Q REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY 181A OR UL 181 B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, W c 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING CL W m OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR EXPENSE. AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE < Q o 0 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND ENGINEER. " SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTORS MATERIAL n D ' AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD AND (ADHESIVES), MASTIC-PLUS-EMBEDDED FABRIC SYSTEMS OR TAPES a UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A AUTHORITIES HAVING JURISDICTION. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION w CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, MANNER SATISFACTORY TO THE ARCHITECT AND GYMBOREE'S PROJECT INSTRUCTIONS. Z (1) Z WHICHEVER IS MORE STRINGENT. MANAGER. I. ALL WORK BY LANDLORD'S FIRE SPRINKLER CONTRACTOR MUST BE SCHEDULED 0 CO z j."?. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE THROUGH THE MALL MANAGEMENT. B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST ¢ 0 M SECTION 15003 - CODES CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR < >.. Z N NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND J. ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM MUST BE PERFORMED BY DISTRIBUTION EQUIPMENT. ~ - N 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND GYMBOREE'S LANDLORDS FIRE AND SPRINKLER CONTRACTOR. IN THE EVENT OF A BROKEN 0 = n' STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, PROJECT MANAGER. SPRINKLER HEAD OR LINE, PLEASE NOTIFY MALL SECURITY IMMEDIATELY. I-'- N o o SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS z Z < 0 °z K. AT NO TIME WILL THE SPRINKLER SYSTEM BE SHUT DOWN WITHOUT FIRST NOTIFYING AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SECTION 15011 -- SLEEVES THE SECURITY OFFICE. ANY WORK REQUIRING DRAINING THE FIRE SPRINKLER CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED U W � � �rn SHALL INQUIRE INTO. AND COMPLY WITH ALL APPLICABLE CODES, SYSTEM MUST BE PERFORMED MONDAY THRU FRIDAY 10 AM TO 4 PM. A 24 JUST PRIOR TO DEVICE CONNECTION. W CO 6 W 3 ti ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR -> ce ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND HOUR NOTICE OF INTENT, MUST BE GIVEN TO LANDLORD PRIOR TO C. MEDIUM PRESSURE DUCT 0 Q a W o ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE PERFORMING THE ABOVE MENTIONED WORK. DRAINAGE WILL BE PERFORMED BY 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT tZ CC V <o SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE THE LANDLORD, AT THE CONTRACTOR'S COST. SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST L. SPRINKLER HEADS ARE TO REMAIN OPERABLE DURING CONSTRUCTION (EXCEPT AS REQUIRED BY LANDLORD. W o o GYMBOREE TO THE CONTRACTOR. COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING DURING SYSTEM MODIFICATION DOWNTIME). EXTREME CAUTION AND AWARENESS 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION ``• OF OPENINGS IN MASONRY FLOORS OR WALLS. MUST BE UTILIZED AT ALL TIMES. CAUTION SHOULD BE USED WHEN WORKING OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE N N SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR NEAR PRESSURIZED LINES OR HEADS. LANDLORDS CRITERIA. FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, "RN" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN M. ALL WELDING MUST BE PRE-APPROVED BY CENTER MANAGER AND INSPECTED 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL . PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR THEIR FIRE RATING. BY LANDLORD'S REPRESENTATIVE. BE MADE WITH "LO-LOSS" SADDLE TEE TAPS BY UNITED McGILL CORP., L WORK. 3. SLEEVES IN BEARING AND MASONRY WALLS, OR AS OTHERWISE REQUIRED BY THE LANDLORD. FLOORS, AND PARTITIONS 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION 2. FURNISH TO GYMBOREE'S PROJECT MANAGER ALL CERTIFICATES OF SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM C INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. 0 1-- PROJECT. CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 0 w SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS cs CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. 0 SECTION 15012 - HANGERS FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE-COATED o J 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. w o� A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER E. CHILLED WATER PIPING SHALL BE SCHEDULE 40 BLACK STEEL USING ce EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. MALLEABLE IRON THREADED FITTINGS. ALL PIPING SHALL BE INSULATED m Q SUBJECT TO APPROVAL IN WRITING BY GYMBOREE'S PROJECT MANAGER 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR USING 1-1/2 THICK PRE-MOLDED CELLULAR GLASS PIPE INSULATION THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT WITH VAPOR BARRIER. J THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO PERM!I I ED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR F. CONDENSATE PIPING SHALL BE GALVANIZED WITH THREADED FITTINGS. O REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT INSULATE WITH CLOSED CELL FLEXIBLE RUBBER INSULATION. E-- 0 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE c w TO GYMBOREE'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT W � m BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER FOR GYMBOREE'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO N OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE SUBJECT TO LANDLORD CRITERIA. STAMP OF GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHOWING 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT sp,,�, P ofi °=,4 IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE '" f" ` '6: OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. INSULATION. a;f "° 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- El SECTION 15006 - GUARANTEE ELECTRICALLY SEPARATED. 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK r$-��- z IP PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) REFERENCE ONLY ,Q ,`'. ,'„ y 0 REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR NOT APPROVED WITH THIS PERMIT k„>e`z`t ,, .,c,:."- I EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS SECTION 15301 - SUMMARY OF WORK FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY GYMBOREE'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, iiF7C4R/r.. s-.- :7 / SPECIFIED WITH INDIVIDUAL EQUIPMENT. ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE 2. GYMBOREE SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE MECHANICAL PARTS ON EQUIPMENT PROVIDED BY GYMBOREE AND GYMBOREE'S WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL BUT NOT BE LIMITED TO THE FOLLOWING: MONIES SHOULD BE INCLUDED IN THE BID. 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO r PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER SHEET NUMBER: HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 4 MECHANICAL SPECIFICATIONS • 1 1 f TESTING, ADJUSTING, AND BALANCING HVAC RESPONSIBILITY SCHEDULE 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE FURNISHED BY INSTALLED BY DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. ITEM RE N/A REMARKS CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO GYMBOREE LANDLORD CONTR. LANDLORD CONTR. EXIS1NG crazy 8 OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IF A FAN POWERED VAV UNIT • CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, WITH ELECTRIC FEAT CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY AACC DRIES VAV UNIT FED INSTALLED • WITH AN APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO OWNER AND LANDLORD. STRUCTURAL SUPPORTS FOR FAN POWERED VAV UNIT AS RECLINED 2. THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL STANDARD D n Q Q REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED AIR HANDLNG UNIT MIXING BOX AID MIXING I IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM BOX MOTOR OPERATED DAMPERS • gwiil THE FOLLOWING INFORMATION: _ A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF A' ES P NG, VALVES AND • CORPORATION BALANCING CONTRACTOR. B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL its AIR/OUP AIR • 500 HOWARD STREET STANDARDS FOR THIS PROJECT. MOTOR OPERATED DAMPERS SAN FRANCISCO, CALIFORNIA 94105 C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. DFFUSERS AND MLLES • • E. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE LOW PRESSURE DUCTWORK • • UNIT. F. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND DR AMPERAGE READINGS FOR EACH LEG. TEMPERATURE - sYSTEM • G. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. sMacE DETECTOR(S) RENRN H. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND AtC/OR s Y DUCT • DANIEL A. REEVES, P.E. VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM 3100 E.Randol Mill Rd OUTSIDE AIR. RE uRN/RELIEF/SMOKE EVACUATION AIRFLOW TOLET EXHAUST FAN(S) • Arlington,TX 76011 SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT (817)701-4808 TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. T .ET EXHAUST DUCTWORK FAX(817)633 4153 I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. WALL OR ROOF CAP • Oregon Registration#81368PE J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). Alt BALANCE REPORT- TABC • • K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3—WAY OR 2—WAY. L. FINAL BALANCED GPM AT ALL UNITS FOR CHILLED/HOT/CONDENSER -T DRAW • • WATER WHEN APPLICABLE. M. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPLICABLE. PLUMBING RESPONSIBILITY SCHEDULE t N N. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN m r APPLICABLE. FURNISHED BY NM= BY 3. THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE ITEM RE USE N/A REMARKS M E A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER GYMBOREE LAMLORD CONTR. u►NDLORD CONTR. DOSING Z g RETURNING TABC'S "START UP CHECK LIST". ALL WORK SHALL BE POEM FIXTURES • ww 8 COMPLETED PRIOR TO SCHEDULING AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH LIST. } =< THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE SAN, CW, HW, PIPING • 50 MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO GYMBOREE'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. AS-BULT DRAMS • 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO GYMBOREE AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. WATER HEATER AND ACCESSORES • 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED Q B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. FIRE PROTECTION RESPONSIBILITY SCHEDULE o EQUIPMENT C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION W ce re g U co INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND MM D BY W <STALLED BY Ce 0 CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD—DETERMINED ITEM N/A REMARKS < Q 0 CD SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL GYIriBOREE LAF�L.OF� CONTR. la►r .DRD CONTR. EXIST�iG DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL • • • REUSE Nom/ (,� SPRINKLER MC AND HEADS . Z SYSTEMS, IN PROGRAMMING COMMENTS. • AS REQ D. co D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO • • CO Z O OPERATE. FIRE EXINGIASHERs c 0 0M ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER AS-BUST • • M E Z N GOVERNING PLUMBING CODE. Z E CA Q re z w W 9Wtoo2 o QQNa 0 u) a) r O= o A 0 0 d- M N ■ N V) U W S I- C.) K) Cr O J Q W O cc O a m < CD J O O Ls_ L W w ai : § (e2 (()); - - - I `1 �` 4 C. I ,�:., ./. fit°:ge •,,,,.','-'1« Pa REFERENCE ONLY ,, : , .:. ;. � q �a e-a i a.1.9's' �' I NOT APPROVED WITH THIS PERMIT , ,., ,t .:�:._..xy- na 7; I/ MECH. SPECS./ RESPONSIBILITY SCHEDULE SHEET NUMBER: MECHANICAL SPECIFICATIONS • 1 ___ , _ _ _ __ _ . •1111■11N•1111■111111111••••11111•1■11111111■11•1111111111111111•111111W 111111111""°* ' 1 P REC.,,,,IVFO 61. JAN 28 2010 1 1/2,, 61. > 1,, N\-i .--• > > I U (.-1) ,-.. •:. .. . • : . • CITY. OF TIGARD 6/. •> 0,.• . B UIDING DIVISION > yif•" ,._.,--'/ eo ' _.›..;.^ Opit g II 0 g II .sg'. g Y2\ U 11 111111 () > , -----.01 g V 1< °. 0 `'. HCLVIHG II ll g i4 GA. II 0 t) Cli VIHG 5 f goo II 14 •GA II OA .::_ ,/ g ,,„posf 0 q „,,, P ,-,..\ I .--. -- -r-e--) ,, (1,,,,\,,4 w r" ( 1/4"0 TEK SCREW U t) Y i ! g ci 4,1 3/32" g g I a) -., 19, le ... r, , ,,21('' dt '' "20. I I■I ' . • • - • • • . .•4 .• • .• - - . , • • . • • '•./J Ofi g q 1 1 (1 * .:4/ 1 °LI(1 iir: „,_.ii II oa-. ii:,:__,,, t .- --is- 1 g .,_c...,.. to ke 1 I- . •. . 4 • I - ..•"4: ' • - .• I . ..7 .1, :.4. :41 4 •*.. :4 ..:. •.1 . : 4 ....:......4..•4"....- ...:....4...Ai,...i.,....1.-:..4,,,.........•.... 4...,........' .4,'..::.4:.:•:.:.4........." IN\ U U U 3 g II \ to nj_f V 1 4;0 V It, .rri< .2 scp Ti iii ./ ''' ■c5" 1 /45 OV ,r, GR 1 ,ki z...., /S?'---5 I ) I fr I ''''' C*1 11111 \ I e. ./ CI >. 1 6 ,I0 1/4"0 RIVET L.A. RR. #25534 /10 ASTM A-502 r 1/4"o RIVET "T" POST COL. B.PL. "L" POST COL. B.PL. L.A. RR. #25534 14 GA, 11 GA, 2-3/8"o ANCHOR BOLTS 1-3/8"0 ANCHOR BOLT T—POST (INTERMEDIATE COL.) L—POST (END COL.) ASTM A-502 14 GA. 14 GA. DOUBLE RIVET BEAM SEE NOTE NO 3 DOUBLE RIVET LOW PROFILE 1....j.: POST 07, BEAM CONNECTION (Z BEAM CONNECTION (37) BASE PLATE DETAIL (FIXED SHELVING) & 0 D (2)-1/4"0 TEK SCREW .......1. ___,,.._ 4 0 4 0 EACH SIDE OF POST ..„0„....c.,..) OR TO THE POST II ; SHELVING BEAM Ott -- . ..-:...„. -- 1 .---- .., 1" THICK PLASTIC ACER - - , „. t>"'■ CORNER BRACE . 011 GAPPIAGV ..--- 0 D ANTI-TIP ARM / EXISTING STUD WALL 0 0060 0 .,•‘••■ 0 ..., , ,,,,,,,-- .,-"---./-' ---' 0 D 0 D 0 D #12 TEK SCREVVS 2 PER ARM /// (----A--,.- ,1 " 1 TP0REsSVOTH FOOT 01.1111111- 1 0 1---- WALL STUD \\\_ Lot L--- ,,t, fl, _ ,..--'. sHELviNG POST CONNECTED TO CARRIAGE - ._.., 0 D 0 D IIII , -.. r, hito TpoRERsEsLWITHE FOOT lia •41 li. II - ..1r,› voTH (2)—1/4"0 TEK SCREWS PER POST . 1::: A ' .• o"..--,, sPACER As ' ,.., 0-i/00 40, ;0' ro e Z.del"Z.■! v•\ /•,- .z... - .40 ,--- '114(1 RUBBER STOP A)BBER STOP D --. >, 1 .4 REQUIRED _1 .111 1 . ,k- ..,,,6 v 4000•••••••0"1, D V' 0 • • • .. . . .4161.47-.7;:' .... ... . -- 411111116, '1) 4 a - . • 4• •• • .:9.. • A 4 7/8"• *. • • ..7. ...- ': • 4- -.41 :*. '-, 4• a • •,., • r EC° Ef) 111111111.1111111V-TOP SCREWr V: Eel jr SH ELVI NG BEAM !! "", a -111 '<l'e- "C•ti• \`i; rt 0 D 0 . . . , • • . • • . C.1.4 • •• • _A BOTTOM SCREWS_/ (n - 'z'\"2 oc,- *A4 ° - - ::- - --: • 4- - -- ' - -4:--4- '4. -:' - -4:- f / 1 / \ 2 il,i4 ...1) •.- •- • (2)-1/4"0 TEK SCREWS —/i I -A-. .. ■ • • . ••alla • - '• ' .• , •• :- . : 4.•• — -4 :. •• . 4 • • 4 . . .4, 4 : •'•.4•. . •. P‹ „ . • \ . 4 :4• • - . ' 4 • .A. • . •• • • . • • " • 4 • . •'• . . : •• • FRONT VIEW SIDE VIEW .. ,. 3/8"o ANCHORS 2" EMB. •-:.'4.--..4:- •'•0••:. •--. .4--•..•• 4•,: : . ., . . 24" 0.c. (SEE NOTE NO 3) • N Tor v 141141 r, -- t.4 v 5 ., SECTION A-A f WALL CONN . 0 CARRIAGE AND TRACK ASSEMBLY SECTION A-A (C FOOT BRAKE 7 (E) CORRIDOR NOTES: Vri 13° SO. FL: 99 1-DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS E 61' .... .......,„..... 1 r FLOORING: Fro-31 AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS 00' OF THE OREGON 2007 OSSC. 00 40" . -0-0 ___________ 2-STEEL FOR ALL SHAPES FY=36 KSI. ASTM A570-85 GR.36 (EXCEPT AS NOTED) 1/4"o RIVET '. ,'1 10 ,''' 4 0:ti1/4112/4/4111PITARWINIMPACIPWAIN/Mmar 3-ALL ANCHORS HILTI KWIK BOLT-TZ (ESR-1917) 40*.N141■1 0' . -, SPECIAL INSPECTION IS REQUIRED -.. 41A0 , 2 4- SELVING CAPACITY 50 # / LEVEL / 4 Go 1 FC 3 1 .N1 FC-2 ' ,.., i , 5-ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY HANGBAR - o 141 0 = --:,- WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS F 2_3 gild/ I -.-.. r \ \ , A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA an= cNi 0 .ti BO . : . 2'.-6 4 4 0 ply,' 0 / "f ; SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 50 # / LEVEL _ _________ r, ____ ___ 000131'6 i. AO`_—_:-.1) HANGBAR - \ CY 24 3F (:-..,,,N Q:-.)) S ,, .) 1 - ]-. 0 3re n....:21 ---Nc i \ (E) STOCKROOM s , 1 48" 18 18 48" 18" 18" 1 48" 18" / 1 1 / / 1 ---1 An, 3F mk 1 A limidm" D NW in / / I / - 11 FLQ.00FrRIN.G: FC-3 C 1 ____zilliso 0 1 0 . TYP. u.N.0. 4 0 TYP. TYP. 0 _ 77/ (I) _ _ -- ED 1,„ FC-3 0 0 a 1 II A4.1 3F H : B ' ' 0 i . . , „ ........ , - r-r4 - 0 3e 1 11 I-. IN c., F \ i 1( ,c4 I EXI‘STI LIA.11: 0° 3F _4)____H_./I ILI to 1 f (1?) H ../...... 11 . II 1/415 BOLTS _ mi, 1/4"0 BOLTS t i I It, 0 / , 0, 0 3F arti H 1 , t 1 2 PLACES 2 PLACEs , wie HI .'-1 atlyss... 10 .%,.. ; . II , • F . , . • , ...r...... 01 / i 6'-10 1/2" V.I.F. : Ill ID 0 _ , - , ;.;.• w / • i 431. RACK DESIGN AND ENGINEERING I . " 0 0 / ---i 13F (..-,;\ s., \ 1.1 N,..".44 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 0 0 I ......,...), H'.4 , I s-- I 0 1st LEVEL A- 0 ' 0 i 1 . _ SCALE NONE DRAWN BY: _AS.11 0 0 F — t ------ I= 18445PE DATE: 1—12—1 0 — •li . 1 IP() -- d A r . 117P. o I , - •..• . ,.... ....‘,....i..- .: •.... .-.-: . + :- ........ .,,-.i. +--- .:..- .-..s....--.':.:.--.._•,,:•:;.+ + • • ..i-,- -----'.‘•:-.: ,:-.- ----.. •.-.:- S-'- i:-- . -. -.:..•--.':, -.... ....-4 OREGON ) PROJECT: CRAZY 8 #6112 , Qi...0 14 0' + 9412 SW WASHINGTON SQUARE ROAD, SPACE #K10, TIGARD, OR. 97223 __ L_ HANG UNITS SIDE VIEW MOBILE FOLD UNITS MOBILE HANG UNITS SHELVING LAYOUT :qv coo _ _ 1 STORAGE SHELVING DETAILS JOB NO. SHEET NO. RD-14604 �, 1 REEC /EC) ` YEARS ( , , APR R 2010 CITY OF T A x IC f f BUILDING DIVISION s Consulting Engineer priI2 2010 �;�, : '0 PR ,f Ms. Jill Brooks °f z �� ' t PDMS Design Group ' 3100 East Randol Mill Road 577 , rt r Arlington,TX 76011 - t�- RE: Plan Review Comments with Storefront Revisions t`� ° °/ Crazy 8 Tenant Improvement—Washington Square .N, .D L f't ' Permit No BUP2009-00218 ._..__ ___.° : -: :EXPIRES: 12.1 -1._ _ Dear Jill, This letter is in response to the Plan Review Comments, dated January 8, 2010. This letter follows the same order as the Plan Review and incorporates the revisions to the storefront framing. For your convenience, we have included the reviewers comments in italics followed by our response. RESPONSES TO PLAN REVIEW 3. Provide calculations and construction details (including seismic bracing details for non full height partitions)for all walls. Note: The roof structure may be approximately 30'above the finished floor. OSSC 106.1 KPFF Response: See the attached sketches SSK-01, SSK-14, and SSK-15 for construction details of the partition walls and bracing. See the attached calculations PR-14 and PR-15 that verify the adequacy of the partition walls and bracing. 4. Please provide calculations and construction details for the soffits and storefront construction. Every structure, and portion thereof, including non-structural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1 KPFF Response: See the attached sketches SSK-01 through SSK-13 and SSK-16 for construction details for the soffits and storefront.See the attached calculations PR-01 through PR- 13 that verify the adequacy of the soffit and the storefront. If you have any questions on these responses, please call me at(503)227-3251. Sincerely, lit Ian K. Eikanas, P.E., LEED®AP IE/aa 201023-response-pdms-040210 111 SW Fitth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503)227-3251 Fax (503)227-7980 Seattle Tacoma Portland Eugene San Francisco Sacramento Los Angeles Irvine San Diego Phoenix St. Loafs New Pori, Ahu Dhabi 114E ' - _ - - ,,,._, ('-:..) r. ,..it. 1 „.41211:int,. 7 - E CORRIDOR ' I I ! 1 ,,,i) 4 0 2. ---..--..- j 1 f ffli ;:; . ::::. , i 3 I' F-.-----1------'---7, ; 11 .,••• 4 li==:4-1-'-- .1 I i',.: ' : / el-1\ 1 e:„ .4.., *,,® - '''' L -ctite . ; i., , , , .t,y,,,,...., .,,. i ,L,; . 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Ttr-P, 4 4, P F.- I 1' 4P-fe-PriA064 p4.4 A, ___ bi .6.1t441 t44 41-,W-2 01 ( 1 I l ( ( • t t t • ' • • , ' • , ■ ' •--......._;...,:«—,.--:<.„.: ' , , , , , • ' , ,------ _—j7----I --X rLf,,,,i6:e.:2_--::mi.:r • • . 1 n' I 1 - 1 it) • — ow . •,—wi t ) i . 1 ! 011.11111.°111 .I ,f L i i - I • i ! fe-------------- 1,4K-----&-it,--bis_ Ae--F----''F-. i F1244 Wee A. Pr 6)Oe1r10.4.4. ' : .• 1 f ' r V 1 13 ii £( V 4 LE) - « cas �. a t Project �-j , l . 4 8y,•�--erg Sheet No Location Dare :VB0. 4P,11,: Consulting Engineers Client Revised Job No. Portland',Oregon ---- i .t 4 Date L Lam.../ . -� 4.6. O�f' t °�„ `c b _ ..",. ..... ✓. f '4" .N) . P . l,„J I,a oar-SAC 'PG..F : y _ 14-f ' e{ 1' y 4- -C) 44; / 0 . 0 . �- - PPG FLOAT GLASS-2-SIDE PPG HEAT-STRENGTHENED PPG ANNEALED FLOAT GLASS LAMINATED GLASS--4-SIDE LENGTH OF UNSUPPORTED SPAN(INCHES) 10 15 20 25 30 40 50 60 80 100 150 LL 100 rimillijavallEionni� ^1 00 !/8.1/81NCH (3.3mm) v ao � 80 ASPECT AATIO{LONG SIDE T SHORT SIDE} � � �'� I 2 3 4 5 !_300: 0_ t : jI! ! `200_ 30 wi, J F. t- ii 150- � 150 . �� 3 a u 110 —20 ^��' �r.� t .x'100 y I 20 �/ 20 FTl � 20 LIJ 80 -^a0 Imo ', 15 N 60 ,t-- 15 0117 60 _ Architects Specified Probability Architects Specified Probability U 11111 til 50 50 of Breakage=8/1000 Laminates of Breakage=8/1000 Lights a u 40 -40 for a 1-Minute Uniform for a 1-Minute Uniform 10 10 CC - a .30 � � , . , , ' , , , r I , , , 30 Wind Load Duration Wind Load Duration 10 15 20 25 30 40 50 60 80 100 150 PPG HEAT STRENGTHENED GLASS 3/16-3/16 INCH (5.5mm) Four Sides Supported TWO Sides Supported 700 100 y 300 . ,, 3 4 5 300 in Weathertight Rabbet In Weathertight Rabbet a 80 �■,...■ _so 0. 15 F?y �D�z A0 o -I _ O �� Q a200-20 Fn J -� 200 0 60 , �so �� 2001 a 50 '- Z150 �'�" x'01 150 Z a -,., 30FT1 30tt` 40 111111113.iiIt : — 40 FT? 130 w 80 80 II- 60 60 ) 20 20 L) 50 50 w FW- h 15 II! -_ r 2 40 • 40 ''..�j4. x U t" U .. �-- Q 30 , , , s , , , 4 ∎ , , , , , , -4 30 r 4 -: -' y 114-114 INCH (6-6mm) 10 ..1s 20' '--- -�_ ' 300,' 2 1 4 , �i,{�< < i 5 300 PPG HERCUILTVL TEMPERED GLASS- a ,ZO �s�/? t3 Fly �5 Y' O F('2 FOOTNOTES: 100 I 1 ' • 106 _ d 200 200 - 1.CONTACT YOUR PPG REPRE- 80 1 +: ' Gi 30 SENTATIVE FOR: v 11 Qy 150- 4Q 40 150 A,NON•L15TED PPG a 60 `� _ • _so r .+� ARCHITECTURAL PRODUCTS. OJ p so 5�Fri II DESIGN SPECIFICATIONS -- 50 '----� �� , 50 v- W 100 60 --"' 100 NOT SHOWN. x 40^ �` \� 40 _ J 80 1'� 80 2.IMPACT AND OTHER LOAD o _ ., 0_ �t 80 CONSIDERATIONS REQUIRE 30 �_ 4j�„*u o 30 Di 11 Vf 60 60 SPECIAL STUDY. ti a W 50 50 3.SUPPORT DEFLECTION SHALL w o: t NOT EXCEED 1/175 SPAN AT y -- -20 m 40 40 DESIGN LOAD, 20 CC U 4 30 30 4.CHECK SPECIFICATIONS AND w t 15 __ _____,.— _15 1 2 3 4 5 CODE REOUIREMENTS. I X ASPECT RATIO(LONG SIDE 4-SHORT SIDE) d t` 10 S 10 15 20 25 30 40 50 60 80 100 I50 1 __ F• LENGTH OF UNSUPPORTED SPAN(' f '-IES) ,0 .-..A.'' \\,..„\,. .........,..,..,::,.. /Iv t t Fl , 1 ' t t 1 t t C { s 1 1 , t ( , 1 Approximate Center Deflection of Annealed Heat Strengthened;ar j empOred Ftia *.Glassy:, ` - INPUT VARIABLES: s, Glass Thickness t= 683x`°``. " 1`I/':f�4•, ` � ' Unsupported Span Length h = 12.00 ft , ' Applied Uniform Pressure q = 5 psf ANALYSIS VARIABLES: { { Deflection Factor(Thickness) A = 0:61 ` , , Deflection Factor(Span) B = 8;63.::`,`::_' Deflection Factor(Load) C = ; 0:76 >' Deflection Factor(Total) D = '::;9.99 -<? Approximate Deflection d= 0;99':;.::•in Span I Deflection Ratio L I: ::;:'140.r;'`? C LA f, ,... ■ ■ C 3.00 Table 1 9,00. _ Table 2 2.75 m 8.50 y=1.7361In(x+0.0004 O 2.50 - 8.00 - a 2.25 ---- ° 7.50 - --__._._. -._._ . _ c 2.00 +i 7.00 - °- 1.75 c 6.50 - iu 1.50 •z..• 6.00 - ✓ 1.25 - a 5.50 0 1.00 - �•*-- 0 5.00 a• 0.75 - c 4.50 030 - a. 4.00 -- `1 3.50 rs- 0.2_5 y=- {12.291x +20.458xz-13.425x+4.1595 3.00 , 0.000 0.200 0.400 0.600 0.800 1.000 0 20 40 60 80 100 120 140 160 Glass Thickness,t(in.) Glass Span,L(in.) ]able T_able.4 2'15 -y=-3E-12x6+2E-09x -4E-07x4+4E-0 X5 -0.0022x2+ 12.00 u 2.05 0:07'46x-+-0:4383 1• 1.00 =8E 11erszaax f>- 1.95 - , _. " `e 10.00 �°, 1.85 0 9.00 LL 1.75 a 8.00 c 1.65 -- I i o, 1.55 `1.45 4 135 00 J ' HI 1.00, 0.75 X, fIIIItIlIl 0.00 I I I 0 10 20 30 40 50 60 70 80 90 100 110 8.75 9.25 9.75 10.25 10.75 11.25 Load,q(in.) Deflection Factor,D F _ Project Sheet No. k • f f ( , d r r ,, ���,®�`� z Locotlon . S r c Da'e ('J Consulting Engineers F.�—,— Job No. Client Revised Portland,Oregon .! j 1 v 1 a gate ... yam- : i i • • 't. -^Fina.�"° "•t".".�6.n•� C^-uO°�� �"q""Cam,u�' -�?�� .....a.s- .+.......•mm«..........N.nrr.T�..+:.:u,..:...o,...r's...K.w..mx�a....w.:.�..xx_�.ewca._•.w...:,sw.c��+k�.,.r:::a,� 1 i • . ' ti T.71-7.7*' — : . . -eF -,'sI 4, -c ` .`°' °. - - C7 L . :j C''.. ►w `. 3 — c -", ..-'-,:',7;.''''' ' _ ' . . (I,:2_.,,• . i , . . .. :,. .-. „.•:. ; , : .. ...(.). i . - ... ,'.../).' ,,.. " • . i (.93 ... 7 -1 -1".4 .).°- . . . . . . ene- 12- a ° 24—lig :. . . . . - : : :. 1...11 t.... K..— r 1/ .. • - . (.,.1"4:'"e:: 1' .e;. ) ,., 6=1C-—- • . . .: . 1 ' ' . V ° F - r -. re......... . re`.-+ °' im; ( �- � ) • • r r , r E � s s z '• �• +t Fasteners �Sc rews a n d We�l d s Screw Table: �ct :s 1. Screw spacing and edge distance shall not be less than 3 x d. (d=Nominal screw diameter) 2. The allowable loads are based on the steel properties of the members being connect ed, per AISI section E4. 3. When connecting materials of different steel thicknesses or, f t tens{'e strength, (F,,),the,,, , lo.°/est applicable values should be used. : a � 4 , 4. The nominal strength of the screw must be at least 3/5 times the allowable loads. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs/screw) a.... v .a.::_ - .. ... ...... .. .....:r..... .r..-:c,t..�r•..?.-�..c...,.._. �.':t...--mot. �.r�..U_,a`:i'` ,,fir s } - a- i aDiac-'Os,90='ri ,DIa. ,.0 164=In Steel ;'fhlckness;;�St�e1=Properties .t�(.N..).��1�:,.:... - ::..........:: .............:..:...._.yr . Mils Design:in F ksi :.:Fu:ksi :Shear::.:::::>Pullout;:; -Shear.::c:,Pullout>:C-Shear<:":. Pullout :s.Shear;:`:,,pullout:. 'tv, r�r� U t`.. ✓� 3:. , t �ca-:i��LUY?�rY^.:1��'.'�.,?a"•�'. 18 0,0188 33 45 t,f 66 39 60 33 27 0,0283 33 45 .v ;. �F 121 59 111 50 30 0.0312 33 45 6 -. " 151 76 141 65 129 55 ��" 177 84 164 72. 151 61 33 0.0346 33. 45 '� . �f a 43 0.0451 33 45 280 124 263 109 244 94 224 79 54 0.0566 33 45 394 156 370 137 344 118 t4 F t , -; 68 _ 0.0713 33 45 557 196 523 173 Weld Table Notes 1. Weld capacities based on AISI, section E2 2. When connecting materials of different steel thicknesses or tensile strength (Fu),the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. 5. Allowable loads based on E60xx electrodes. 6. For material less than or equal to .1242"thick,drawings show nominal weld size. For such material,the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Steel Thickness :Steel Progeities ;:;;;Nominal.;;;:; :;Allowable. Mils Design(in) Fy(ksi) Fu(ksi) Weld Size Load(lb/in) 43 0.0451 33 45 1/16 609 54 0.0566 33 45 3/32 764 68 0.0713 33 45 1/8 963 97 0.1017 33 45 1/8. 1373 118 0.1242 33 45 1/8 1677 54 0.0566 50 65 3/32`' . 1104 68 0.0713 50 65 1/8 1390 97 0.1017 50 65 1/8 1.983 118 0.1242 50 65 1/8 2422 48 '' SSMA TABLE 1--ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN FASTENERS INSTALLED IN m NORMAL-WEIGHT CONCRETE(pounds)1•43•4•5 70 N FASTENER SHANK EMBEDMENT fc=2,000 psi f Pc=4,000 psi Pc=5,000 psi A DESCRIPTION DIAMETER DEPTH Tension Shear Tension Shear Tension Shear Tension Shear (inches) (inches) 5/8 25 45 60 95 45 95 25 95 0 cn 0.300-inch head drive pin _ 3la 60 95 95 . ,�__125 95 125 100 125 8 mm head drive pin 0.145 1 100 140 130 155 ) 155 155 180 200 m '4-inch-20 threaded stud 1 /4 110 155 1 X16 195 165 235 200 `Z 11/2 115 175 180 175 235 175 290 200 n 1'/4 135 225 145 240 200 260 200 260 3/8-inch head drive pin 0.172 11/2 185 280 230 305 230 305 230 305 a 1 95 135 80 135 160 110 160 110 0 3/5-inch-16 threaded stud 0.205 11/4 170 220 165 220 200 320 200 320 11/2 230 275 275 325 295 395 295 395 c iii For SI:1 lbf=4.48 N,1 inch=25.4 mm,1 psi=6.895 kPa. a 'Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener. 3The tabulated allowable tension and shear load values are for the fastener only.Wood or steel members connected to the steel substrate must be investigated in accordance with applicable code. 4The minimum spacing is 3 inches center-to-center,and minimum edge and end distances are 3 inches for installation in concrete. 5The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone -.. or when combined with gravity loads.No adjustment is allowed for vertical loads acting alone. .. __,- - TABLE 2—ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN FASTENERS INSTALLED IN __ _ , NORMAL-WEIGHT CONCRETE(pounds)''2'3'4'5 FASTENER SHANK EMBEDMENT f'c=2,000 psi f`c=3,000 psi ;`4 3;000 psi DESCRIPTION DIAMETER DEPTH Tension Shear Tension Shear Tension ShN:.r - _ (inches) (inches) --_-, 3/4 40 65 65 105 70 - 145 - Ceiling Clips–Standard 0.145 1 40 110 95 120 100 4E0- - -- 3/4 40 75 40 75 70 - - - 145 Ceiling Clips–Economy 0.145 1 40 120 40 150 100 '50 _ .. Ceiling Clips–LADD pin 0.152 1'/8 50 50 50 130 135 160 For SI:1 lbf=4.48 N,1 inch=25.4 mm,1 psi=6.895 kPa. 'Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener. 3The tabulated allowable tension and shear load values are for the fastener only.Wood or steel members connected to the steel substrate must be investigated in accordance with applicable - code. ca 4The minimum spacing is 3 inches center-to-center,and minimum edge and end distances are 3 inches for installation in concrete. tD 5The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone 4 or when combined with gravity loads.No adjustment is allowed for vertical loads acting alone. o --d i iSi s i Project Sheet No. F k • �[ f (-7-7 Locat€on [oQ.-74 0 /s / Gonsulting Engineers Client Revised Job No. € Portlona.Oregon 8 v , t t— late i- 1� r t{ r r [ { [ [ l I. i i 1 f f a P .. (iz )@- ` :1,t, Gary-.---- U3v,, = 1t) x EI?:_ii--7,-- -1—, 9— r +. I—s.r- + 1-F-] x 2..4..v -- = 47 E3i O fi t Cr'P-q-46'. x 4-as 1c: .— I ( L2_ _ _ u,.,_-... . Pr- M . = . . s,`� -ter s E Project ' ( 1. Sheet No. �`p. „ f f 2 Y t f r / �j Location 4 ,mac � l� . f Dcte z,�1�1 �z� f Consulting Engineers Y—r---f ( j- t � r { Job No. Client Revised ' Portiond,Oregon 4 '; , r , `, „Dtite I - ' 1 • f .. ... .. ! .., 1 d S r ,„ .. .:: Li- 1 b/i. k.A-4,r-'� .. . 6.`. (-- 4-'ej ., ..2- ` '- 1`. f I. s" If ,..'' , !e — t dr.- 1h1 4 P 0.$--PC-? I. 4c� 2s.,_,,,,,,...,- i I( r = 2 x. 1.2-1 Z.-:.la+ +-2-x (0-192- ,p#- 0.�S2-)14. �c 1. ,a.,) ��— 4 ,992,,,,—,4 . 4-11_ 094 . ,boo k-1,-10-4— - " si' . / ;' t 4J L.t"L- -fix . : (.,A,c !.=--- a 0-G.- .e„ 2 P49 t-►a,,�) r°-p - -" Q K'c.-:6 Std.. —17:::, t HHH \ O e 2001 North American Specification Project: t , ` ' ; , ` t Date: 1/18/2010 Model: t , f f ■ f , P1 f f ( til ---,_,-,_____,____-__,--a--I-1-I f f f R1 R2 13.00 ft Point Loads P1 Load(lb) 1660 X-Dist.(ft) 6.50 . ,.,..-4. U Q..ivt...r....AWT TV ' --A:r -A Section: (2)Maxo 0S250='ij8 Boxed C St_6 (X-X Axis) Fy= 50.0 ksi 6151..6 b- oment of Inertia,I= 7.728 inA4 Va= 10700.6 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural.and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5395.0 0.877 5395.0 Full 6151.6 0.877 0.576 0271 v Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft-Lb) Value Req'd? R1 830.0 1.00 1846.8 0.0 0.54 No R2 830.0 1.00 1846.8 0.0 0.54 No P1 1660.0 1.50 4323.3 5395.0 1.34 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 830.0 0.0 1.00 0.08 0.00 0.01 NA R2 830.0 0.0 1.00 0.08 0.00 0.01 NA P1 830.0 5395.0 1.00 0.08 0.88 0.78 NA i » Project � - :+r Sheet No. Location G91 t "',f/c, 8� L2�te k ® f f Consulting Engineers Client Revised Job No. Portland.Oregon . U -4,/, CF.) ?-- C�- c' -' e� F .0. 09z_IN �' I s#- a ®" 2_ 3L e . -...1� .-..- { Sx - N CiDS.7 e,FC>— �✓ = 90- /3---1141) .d, a.s, '—..0i 'a1 a 1.-i A: , 1.A.D t 1:SF, X(4 f itt) ee,c' r _ otrn� T IHHH 2001 North American Specification !Project: f t t f t I s Date: 1/18/2010 Model: I 1 < , P1 t r-7-TT i r --7----,--T T til R1 R2 3.50 ft Point Loads P1 Load(lb) 6166 X-Dist.(ft) 175 V..(R.LLA V tc-r-- �A•` --1 , ' + k-"1"" t.A.-lp Section: (2)1:05L0 .o ed C Stud (X-X Axis) Fy= 50.0 ksi Maxo= 108682 Ft-Lb Moment of Inertia,I= 16.281 in^4 Va= 8441.5 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5395.3 0.496 5395.3 Full 10868.2 0.496 0.020 U2120 ✓ gam'. V Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft-Lb) Val _- ..-•'• 9 R1 3083.0 1.00 1764.0 0.0 '.10 ,-"'- YES R2 3083.0 1.00 1764.0 0.0 2.10 YES P1 6166.0 1.50 4235.4 5395.3 .24 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 3083.0 0.0 1.00 0.37 0.00 0.13 NA R2 3083.0 0.0 1.00 0.37 0.00 , 0.13 NA P1 3083.0 5395.3 1.00 0.37 0.50 0.38 NA --lok--` G4..r-1 Fs. o°1-- t--o' --c...,. , -et' . i n _ Project _. r 0 1 Sheet Na. ® Location bate p 1 1 Lj pa'-®'Z' , lf► I f Consulting Engineers i-- - t -: --� — Job No. Client Revised Portland,Oregon , f ( Late •...,..P f----F;t1-- -.• Art-1, 77(...--,•-rs,i±-",-T r t P ( 1 i , l • . _,-..--- IA.) ."--- 1 0 grsiF.x(Z.,t---r 4-. F.,,s F-r 74- 2-7,--r-) --F7 -2c) "!6[-F--. 1:".: "Sr)..,. — t t a I . . - = --. .;tom-... 0 i+-+L i.. `rt^'tk: - .-rti . —tt "-.cvl.. .,., , . . . .. • : T 2 x o - °r ± . . ( , ) 2 l) Eo,?� ,,2 . . ) J • �,� e�-a,,..,.,4- 1 n 4 9 "4-0. ; 1 a : 2001 North American Specification °, Project: r , ` , ` .Date: 1/19/2010 Model: I ( ' , ■ ` { Ld - --- -r-T-7 , ---1 ibift r t , ,R1 kt0 _.(j _ e 1 c> �- 54-- R2 ft Section : ( 14005200-'A Boxed C Stud (X-X Axis) Fy= 50.0 ksi Maxo= 121 .A -Lb Moment of Inertia,I 4 $in^ Va= 2353.1 lb Loads have not been modified for strength checks �,E.'�, , ,( Loads have not been modified for deflection calculations �M �n- .�n:.. �:� . Flexural and Deflection Check \,,,, - O, 34-1,-. Mmax Mmax/ Mpos Bracing Ma(Brc) �p s7' Deflection `� (,,D.2.1 Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) Lin, _ do , Center Span 7350.1 0.604 7350.1 Full 12175.4 0.604 758 X48 ' 'e' Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft-Lb) Value Req'd? R1 1050.0 1.00 NA 0.0 NA YES R2 1050.0 1.00 NA 0.1 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 1050.0 0.0 1.00 0.45 0.00 0.20 NA R2 1050.0 0.1 1.00 0.45 0.00 0.20 NA Project Y Sheet No. /� ®' t Location ' 1)atO�j l A�' B A /( j Consulting Engineers —�—� Client Revised Job No. Port fond,Oregon c nate 1 §\74.A.- 1 1 1 7 tu.4*,i4-e1-- 0'24) trivrrrz-61-a k^'�`'`'.• , , to • - Pte, tl a r 1,1 D l K oars LRfi: bt.,-t Nq a � . v?° g' '(.r:Pz- °--' -p l ( ( ( ( ( ( ( ( ( ( t ( f ( ( _ 0 ( ( ( ( ( 2001 North American 6pecification( ( r - —V5- ').Project: ( ( 1 ( ( , ,Date: 1/19/2010 Model; ( ( ( ( ,. ( ( (- ( ( ( ( $ _ }': 'Y l ./_ .k k.. 1 {'.�".4r .f U n if Ld t, 300 { Ib } till ____...______,-4 4--, -4--(-4----(---4 tii ( ( ( ( ( R1 ( ( ( , ( ( ( ( ( ( ( R2 20.00 ft Section : 800S162-43 Single C Stud (X-X Axis) Fy= 33.0 ksi Maxo= 1678.4 Ft-Lb Moment of Inertia,I= 4.500 in^4 Va= 1051.2 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 1500.0 0.894 1500.0 Full 1678.4 0.894 0.814 L/295 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft-Lb) Value Req'd? R1 300.0 1.00 246.9 0.0 1.46 YES R2 300.0 1.00 246.9 0.0 1.46 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 300.0 0.0 1.00 0.29 0.00 0.08 NA R2 300.0 0.0 1.00 0.29 0.00 0.08 NA :44:1: ', o,,:', ' ; RECEIVED 41''' - JCPanney b ---, - /.„------- c--' APR 0 8 2ow 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE " ' - 'V. . ■f„; m; 533,P 3* " tylieft:010Pe , 0-%ors fta ag CM III C RAZY 8 Crazy 13 DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. A loha 1 , IPA 9.4.40Pe _,... ai=ii.,.,. i _ . 6112 BIELDING -ARD , _ ._ ,L, . , ._. _ _ _ .0 , ."'-- L- "-d ' DIVIsioN _ 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS g ; lq , DICK'S ' i .-- 1 Asii !!!".""q \1/4 AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL go, ' Roitaigh Rah , - " ' Sw Noy Rd : s" it Rd * :' '''',,,Iiiz:tivionotH,',, '; ,L, 641:11 Hani,,,, - 3' 1 '' tt 4. ,, : SPORTING , -- raj al , r GOODS WASHINGTON SQUARE BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR A , is : ,, -1.,,, .,4,4s). , tip r, T,i, TO THE PERFORMANCE OF ANY WORK IN QUESTION. - t -5 SPACE NO. K10 'tit WW1)P CI Pli,h !S ' r A,:). i,43„;:P- ' '''' 9412 SW WASHINGTON SQUARE ROAD 3- GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND PROCURING BUILDING PERMITS (INCLUDING :A t! 51 - ---0" . 1,4egi 0, . . rtirr th , "iiii ' ' H I - - .!- i li e ' --- --- r e, , ) II , TIGARD, OR 97223 gwvil 1 0 6 _ . !V ,i Red c) ,_,_, SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). -6, ;,,c 4, Intir A. , 4 ...,....,;,.,, [71 - - ' - ' Ole Cr. ' : • . .., , - 1 . -, i .. . ...... , - 1 ; VW c ,;' 4 . 4:7 ttr:'' ..... ,...1 i --1 1 1 : --- N I 1 1 1 CORPORATION 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE '-' *4WirR1 ig. , - . , ,,9: ,-, HI1 1 1 1 Thir III i I I ; IF 1 \- PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF THE CONTRACT. - „,-AX'. i ' ' L ,'.:111 ,k.;„ :: LANDLORD: MACERICH 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 47. 1 ' - % ':.- ' 0 l(*Pkirt MACY'. 9585 SW WASHINGTON SQUARE ROAD 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT - 1 ■ i„ o,,- , ----1 III 0 111 LZIT-1 I.-'--- -;.--- 1 ' ...,„:". ip „.. „,- . 4 iiml fri 1 1 1 ', I ,---- I% 1 -- ,....„2-4 PORTLAND, OR 97224 IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. '' ze- - 41#", - : .-: = 4, 1, !!I led 424` 1 0 MI 1 I 4 I . ! ,.. 4 pug ...-.... ....-..........11 TEL (503) 352-8884 FAX (503) 620-5612 :::- ji.......„ CONTACT: TOMOMI MARZAN 41.- 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, ''' 44 4- Sw 604(ag$t . r Mt dmillti St '1)tr' i!' . re ,_,1, 11 c[*1** ' L :4_ __1 11 -j- NORDSTROM EMAIL: Tomomi.Marzan@macerich.corn FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ,;: sat leonota Ft d 0 ' of, I*, - ro , ORDINANCES. ' t so ,, '10t11 ___-,,, .".. ...- paank am P : I go 1 . . ,1, ON-SITE LL MACERICH 1 + ,k. , row Dtlam Rd 6 re- LiAltik arove ,...-- -__ 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND - !‘,4111reitlior'': ' -=''trtiftiwa -,, t":' '' 6 ' 1 _ mar 1 .... Hi law IRMILWAr CONTACT: 9585 S.W. WASHINGTON SQUARE ROAD Sw Bed Bend RAI ' P 5 to I:7 u 1 NEIGHBORING TENANTS. ,, ,„, t.t:i ' .! k7 oe - ,,' , =. c43 111 11 PORTLAND, OR 97223 .,,, - 8. 'TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. *;Two ._tirt Rd „ Wer rims j:''' ' S" : ,i;* , . , UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY x c,,'OM:: FIRST OCCUR. N CRAZY 8 N EMAIL: roger.ott@macerich.com 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE ,'N 711 N. FIELDER RD. CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS CRAZY 8 SPACE NO. K 1 0 OWNER/TENANT: GYMBOREE CORPORATION 500 HOWARD STREET ARLINGTON, TX 76012 LEVEL: 1 OF 1 4I■ PH: (817) 635-5696 INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. WASHINGTON SQUARE SAN FRANCISCO, CALIFORNIA 94105 10. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND TEL: (415) 278-7464 FAX: (415) 278-7550 6C NI NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS VI C 1 N ITY MAP MALL KEY PLAN CONTACT: TAWNYA ELROD Lu co V' AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER EMAIL: Tawnya_Elrod@gymboree.com M IMMEDIATELY. Tim M to 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE ACOUS. ACOUSTICAL JT. JOINT ARCHITECT: CORTLAND MORGAN ARCHITECT NOTED. A.D.A. AMERICANS WITH DISABILITIES ACT LAM. LAMINATE 711 N. FIELDER ROAD w 0 IQ ADJ. ADJUSTABLE LAV. LAVATORY ARLINGTON, TX 76012 1- 0 2 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT A.F.F. ABOVE FINISHED FLOOR LIN. LINEAR TEL: (817) 635-5696 FAX: (817) 636-5699 (3 TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. ALUM. ALUMINUM L.L. LANDLORD CONTACT: JASON GEORGE ALT. ALTERNATE PPROX APPROXIMATE LT LIGHT L.P..P. LOW POINT EMAIL: jason@cmaia.net . . 13. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE TENANT PROJECT MANAGER OR THE ARCH. ARCHITECTURAL MAX. MAXIMUM ARCHITECT UNLESS NOTED +/-. BD. BOARD MDO MEDIUM DENSITY OVERLAY MEP ENGINEER: DANIEL A. REEVES, P.E. BLDG. BUILDING MECH. MECHANICAL 3100 E. RANDOL MILL ROAD 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT BLKG. BLOCKING MFR. MANUFACTURER ARLINGTON, TX 76011 PROJECT MANAGER. B.O. BOTTOM OF MIN. MINIMUM 0 CAB. CABINET MISC. MISCELLANEOUS TEL: (817) 701-4808 FAX: (817) 633-4153 < 15- COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE CLG. CEILING M.O. MASONRY OPENING CONTACT: DANIEL REEVES LLI 0 L.L.. CL. CLOSET g < , WITH "MALL WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, MTD. MOUNTED EMAIL: dreeves@pdmsdesign.com Ce Lu CLR. CLEAR LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, MTL. METAL SCOPE OF WORK < re ca u) COL. COLUMN < AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE CONC. CONCRETE N/A(N) NEW NOT APPLICABLE n n PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. CONSTR. CONSTRUCTION CONT. CONTINUOUS N.I.C. NOT IN CONTRACT CY a co 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, CTR. CENTER NOM. NOMINAL NO. or NUMBER APPUCABLE CODES Cf) Z Z # RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED DBL. DOUBLE o CCI z 2 N.T.S. i= SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL DIA. DIAMETER NOT TO SCALE 0.C. ON CENTER BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE < 0 (.9 ce) RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES DIM, DIMENSION OPNG. OPENING MECHANICAL CODE: 2007 OREGON MECHANICAL SPECIALTY CODE; 2006 INTERNATIONAL MECHANICAL CODE M >1.1 1.... Z cq WITH LANDLORD AND INCLUDE IN CONTRACT. DN. DOWN OPP. OPPOSITE PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE; 2006 UNIFORM PLUMBING CODE CC 0 CD ci cr7i DWG. DRAWING P. LAM. PLASTIC LAMINATE Li. ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE; 2008 NATIONAL ELECTRICAL CODE Z Z .r.c" itt ce di 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF (E) EXISTING PLYWD. PLYWOOD = 0 z THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. EA. EACH PR. PAIR FIRE CODE: 2007 OREGON FIRE CODE I- EL. ELEVATION P.T. PRESSURE TREATED ACCESSIBILITY CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 C.) U W re, ELEC. ELECTRICAL REC 1..Li EQUIP. EQUIPMENT --> C< 4 O L . RECESSED ENERGY CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 13 6 re R 18. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR EMER. EMERGENCY REV. REVISION 0 0 2-A/1OBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. EQ. EQUAL REQ'D. REQU 0 R IRED Cr > 4"" 0 < " La a) ._ > co 0) ■ OCCUPANCY USE GROUP: M-MERCANTILE a 0 RM. ROOM EXT. EXTERIOR R.O. ROUGH OPENING W a) a) o o o c) 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. F.A. FIRE ALARM S.C. SOLID CORE BUILDING CONSTRUCTION TYPE: IIB < 0 0 .4"'". 2 2 T"'". Ch F.D. FLOAT DIMENSION SCHED. SCHEDULE ..4- re) co N to co 20. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE F.E.C. FIRE EXTINGUISHER CABINET SIM. SIMILAR SPRINKLER SYSTEM: YES C•1 CNI CNI CV C■1 COMPLETION OF OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE FIN. FINISH SPEC. SPECIFICATION PROJECT TEAN1 e- e- a-, '- CNI REMOVED FROM FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL F.H.C. FIRE HOSE CABINET SQ. FT. SQUARE FEET AND DISPOSAL OF ALL TRASH, INCLUDING OWNER-FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S FLR. FLOOR S.S. STAINLESS STEEL TOTAL OCCUPANT LOAD: 64 ti CONTRACTORS FOR THE DURATION OF THE PROJECT. FLASH. FLASHING cn S.T.C. SOUND TRANSMISSION COEFFICIENT FLUOR. FLUORESCENT STD. STANDARD QUANTfTY OF EXITS REQUIRED: 2 F.O.F. FACE OF FINISH STL. STEEL ARCHITECTURAL MECH / PLUMB / ELEC 1......1 = I-- .1- - ... F.O.M. FACE OF MASONRY STOR. STORAGE c..) .... z z SEISMIC ZONE: 3 ce 0 0 GENERAL NOTES F.O.S. F.R.T. FACE OF STUDS FIRE RETARDANT TREATED STRL. SUSP. STRUCTURAL SUSPENDED A0.0 PROJECT INFORMATION E1.0 POWER PLAN 0 Lu z 0 a_ 0 CV Th-* 7) CD s . GA. GAUGE SYM. SYMMETRICAL ' -I ........ cr cr G.C. GENERAL CONTRACTOR TEMP. TEMPERED A0.1 NOTES & SCHEDULES E1.1 POWER PLAN < Z 1 1 > 0 GYP. GYPSUM THK. THICK A1.1 DEMOLITION PLAN E2.0 LIGHTING PLAN 1.1..1 ow -,. (n v) L.A.i cr I V) 1. IT IS A VIOLATION OF THE LEASE TO FAIL TO CONSTRUCT THIS PROJECT ACCORDING TO THE "TENANT H.C. HOLLOW CORE T.O.C. TOP OF CONCRETE › E E PACKAGE" REQUIREMENTS (TENANT DESIGN AND CONSTRUCTION CRITERIA CONSTRUCTION RULES AND HDCP. HANDICAP lYP. TYPICAL CODE SYNOPSIS A2.1 FLOOR PLAN E3.0 LIGHTING FIXTURE SCHEDULE M < = Ct M M REGULATIONS FOR TENANT'S CONTRACTOR, AND SIGN DESIGN 8c CONSTRUCTION CRITERIA). ANY DEVIATIONS HDW. HARDWARE U.O.N. UNLESS OTHERWISE NOTED A2.2 FURNITURE PLAN E4.0 ELECTRICAL SCHEDULES AND POWER RISER M i...0 1 M M >- .....-1 M v) 0 0 HEIGHT FROM THE CRITERIA OR THESE CONSTRUCTION DOCUMENTS MUST HAVE THE TENANT COORDINATOR'S HT. U.S. UNDERSIDE 0 --1 m I- 0 0 SPECIFIC WRITTEN APPROVAL. HORIZ. HOR VERT.I VERTICAL AREA OCCUPANT OCCUPANT ZONTAL A3.1 REFLECTED CEILING PLAN E5.0 ELECTRICAL SPECIFICATIONS / RESPONSIBILITY 0 Z o w 0 L.L.1 tx cc H.P. HIGH POINT V.I.F. VERIFY IN FIELD A4.1 INTERIOR ELEVATIONS SCHEDULE HR. HOUR BREAKDOWN: (SQ. FT.) LOAD FACTOR LOAD W.C. WATER CLOSET ci 2. THE LANDLORD RESERVES THE RIGHT TO MAKE ANY ON SITE CORRECTIONS TO THE APPROVED PLANS. IN. INCH WD. WOOD A5.1 STOREFRONT PLAN & ELEVATION M1.0 MECHANICAL PLAN 0 w Li r-= 0 0 0 al M D 0 INSUL. INSULATION = v) v) W.R. WATER RESITANT A5.2 STOREFRONT SECTIONS cn _..., ......, INT. INTERIOR 1. SALES AREA: 1 835 30 62 M2.0 HVAC DETAILS & SCHEDULES 3- FIELD VERIFICATION IS REQUIRED BY TENANT PRIOR TO CONSTRUCTION. IT IS THE TENANT'S W/ WITH JST JOIST TRY RESPONSIBILITY . INCLUDES SALES FLOOR, EN TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SPACE. A5.3 STOREFRONT DETAILS M3.0 MECHANICAL SPECIFICATIONS VESTIBULE & FITTING ROOM A5.4 STOREFRONT BARRICADE & SIGN DETAILS M3.1 MECHANICAL SPECIFICATIONS / RESPONSIBILITY ABBREVIATIONS 2. BACK OF HOUSE: 439 300 2 A6.1 FLOOR / CEILING & DOOR DETAILS SCHEDULE AR.:0,\QIISPII.OnsNA 1 INCLUDES STOCK/STAGING, TOILET A6.2 PARTITION DETAILS 44 COR AND MORGAN ROOM(S), & CORRIDOR a 0.4 * STOCKROOM ONLY: 284 SQ. FT. A6.3 STOCKROOM / TOILET ROOM DETAILS • Aft ELEVATION, SECTION REF. X FINISH KEY 1 2.5 % OF GROSS A6.4 HANGING SECTION & ARMOIRE DETAILS t0P7---010- 49f-)2.1s fA ARLINGTON,TEXAS ligy DRAWING NUMBER A6.5 SEISMIC DETAILS A ity of Tigard vli#7.-6-(62e, Alli DETAIL REFERENCE 411:110 FURNITURE KEY 3. OTHER IMPROVED: - - A7.1 CASHWRAP/BACKWRAP DETAILS - `7. OF 0*--s) SP-1 SPECIFICATIONS B 4P "A-' 1 Date '1-1 f'°-7- I 10 lay DRAWING NUMBER COLUMN MARKER A REVISION NO. ALL SPACE ABANDONED BY TENANT OR SP-2 SP-4 SPECIFICATIONS 4. UNIMPROVED AREA: - SP-3 SPECIFICATIONS 4sti 2- 4-: i ...) ff- ......_40 PROJECT SPECIFICATIONS INFORMATION 4- DATUM POINT RETURNED TO LANDLORD 0 KEY NOTE OFFICE COPY 5. GROSS AREA: 2274 64 REFERENCE STRUCTURAL DRAWINGS UNDER SEPARATE COVER (1 + 2 + 3) FOR ADDITIONAL CONSTRUCTION REQUIRMENTS 0 DOOR MARK DOES NOT INCLUDE #4 UNIMPROVED AREA SHEET NUMBER: LANDLORD NOTES A SYMBOLS SQUARE FOOT BREAKDOWN DRAWING INDEX AO • 0 , MARK LOCATION e SIZE (NOMINAL) DOOR FRAME RATING DOOR HDWARE DETAIL NUMBER REMARKS/NOTES T = GYMBOREE C = GENERAL CONTRACTOR L = LANDLORD E = EXISTING e idth x height x thickness MATERIAL MATERIAL TYPE GROUP HEAD JAMS SILL _ -- - _ _ ■ ■ _ _ _ _ _ T-.� - - - • -- • - • _ 1, ■ • - • - -.--T 9 10 FURNISH ■ INSTALL REMARKS FURNISH III INSTALL REMARKS O GLASS ENTRY DOOR _ (2) 3'-0" X 9'-11 3/4" GLASS N/A A A 1 A5.3 A5.3 _ - _ _ -__ _ - _ - _ - - - - - - - - _ - _ -- _ _., _ _ _ _ 1101P,111111/_ STOCKROOM 1111111111111111111011111111 GENERAL 1111911111111111111311111 crazy Eit SALES/CORRIDOR 3'-O" x 7'-O" x 1 3/4" S.C. WOOD METAL B B 10 A6.1 10 A6.1 A6.1 ar\I )OTOOR SCHEDULE EXISTING DQOR TO REMAIN. REF: NOTE #4 UNDER COORIDOR/STOCK DOOR ■■■Q��■ LIKE NEW CONDITION DEMISING WALL STUDS 11111C1101111111101 O CORRIDOR/ STOCKROOM EXISTING EXISTING EXISTING -- EXISTING B HARDWARE NOTES. EXISTING DOOR TO REMAIN. REF: NOTE #4 UNDER COORIDOR/SALES • •• • DEMISING WALL GYP. BD. ...UNE'. PATCH AND REPAIR EXISTING AS REQUIRED ® TOILET ROOM EXISTING EXISTING EXISTING -- EXISTING C HARDWARE NOTES. SEE DOOR SCHEDULE IMIMIIMI EXISTING DOOR TO REMAIN. NEW HARDWARE AS REAR SERVICE DOOR ••• • • BRING TO LIKE NEW CONDITION CONCRETE SLAB ••• •�■ CUTTING/PATCHING BY G.C. O REAR SERVICE EXISTING H.M. METAL 1 HR C D REQ'D PER SCHEDULE BY G.C. Mil=1"-MI VCT FLOORING ••• • CONCRETE SLAB PREPARATION ■�■■■�■ VINYL BASE IIEIIIIIIIIIMDIII PARTITION FRAMING & BD. 1.13111113111111101111 l� � n .........- � 0 , ......, MANAGER'S DESK 11111111111111113111 SUPPLIED BY MILLWORK VENDOR DOOR HARDWARE 13111111131111131111 SUPPLIED BY HARDWARE VENDOR FILE CABINET •• • • DEMOLITION INCINOMMENI CORPORATION SAFE BOLTED TO FLOOR BY G.C. TEMPORARY TELEPHONE & FAX 500 HOWARD STREET uuuau 111101111111111011 SAN FRANCISCO, CALIFORNIA 94105 MICROWAVE/REFRIGERATOR •••• • FIRE EXTINGUISHERS ••• • DOOR SCHEDULE COAT HOOK STRIP •••• • SUPPLIED BY MILLWORK VENDOR LIFE & SAFETY ALARMS • ••• • SHEET NOTE ;12 „ , ', / 6 -O X NOTE: ALL DOOR HARDWARE TO BE SUPPUED BY TENANT HARDWARE VENDOR, WITH THE EXCEPTION OF THE STOREFRONT ENTRY DOOR BULLETIN BOARDS CLEANUP IIIEIIIMIMIIEIMI HARDWARE, AND WHERE OTHERWISE NOTED. // // MOBILE SHELVING SYSTEM Q SUPPLIED BY SHELVING SYSTEM VENDOR STOREFRONT gospiniumpli 1---N i , 'A' GLASS ENTRY DOORS: 'D' SERVICE DOOR(PROVIDE NEW PER SCHEDULE): ' \-- - - TOP CORNER (2) STAINLESS STL. TYPE "F" TOP CORNER PATCH WITH PIVOT HOUSING ' 'LL I ., •'A ' SUPPLIED BY MILLWORK VENDOR BARRICADE LANDLORD TO PROVIDE BARRICADE AT C ) (1) PANIC DEVICE - DETEX 600 & CUSTOMER HOLD KIT U••RNU PATCH W/ PIVOTS (2) TOP PIVOT (ALLOW FOR GREATER THAN 90 DEGREES) (1) RIM CYLINDER (INSTALLED) CORE W/ CONTROL KEY TENANTS EXPENSE. "F" BOTTOM CORNER PATCH WITH PIVOT HOUSING - 8' LADDER • •••13■ CLASS "A", ALUM. TYPE COORDINATE WITH MALL OPERATIONS MGR. • 1 2 CLEAR (2) STAINLESS STL. TYPE BO 0 (1) VIEWER UL 3300. BARRICADE GRAPHICS / (2) BOTTOM PIVOT (ALLOW FOR GREATER THAN 90 DEGREES) (1) CLOSER - PR DA 70 SUPPLIED BY MILLWORK VENDOR TENANT TO PROVIDE GRAPHICS PER ,� TEMPERED O ( „ „ ) O SHELF & HANGBAR STORAGE BINS 11311111111111113111 nil MACERICH BARRICADE GRAPHICS GUIDELINES. GLASS (2) STAINLESS STEEL TYPE "F" BOTTOM LOCK PATCH WITH DEAD BOLT (3) HINGES - TBB 179 NRP IIIIIIII (2) BEST 7-PIN CYLINDER WITH CONSTRUCTION CORE AND KEYS (1) KICKPLATE - 32 X 34 ARMOR PLATE 630EL. ACCESSORY BINS •••• • SUPPLIED BY MILLWORK VENDOR 3/4" REVEAL - � a, --� DOOR PULLS i DOOR SILENCER - GLYNN JOHNSON GJ64. 711 N. FIELDER RD. (2) THUMB TURNS ON INTERIOR ( ) 30" PLUG MOLD CP MGRS. DESK IIIICIIIMIIIIIIIIIEIMI LENTRY_DOORS & HARDWARE(4) DUST PROOF STRIKES (1) SMOKE SEAL - 797 W - 19 .��.�.���•.� •�. ARLINGTON, TX 76012 ° BOTTOM CORNER (4} DOOR PULL: CLR. 84" STAINLESS STL. EXTRA LENGTH LADDER STYLE (1) KICKDOWN STOP - BALDWIN 4105. CEILING TILE/ GRID • • • • G.C. TO REPLACE ANY DAMAGED, MISSING GLAZING CHANNELS �����o� LOCK PATCH (1) WALL STOP - SH 436 DOME STOP 626 OR STAINED TILES. MATCH EXISTING. PH: (817) 635 5696 BACK TO BACK OP NON-WELDED STANDOFFS IMIIIIIMIIIMIIMIIIII 1111311111111110111 //, - // - MALL SIGN AT EXTERIOR SIDE OF DOOR (SUPPLIED BY G.C.) GLAZING Sc ACCESSORIES i i BOTTOM CORNER -' \ PATCH W/ PIVOTS (1} CREATE WITH DROP-N-TELL AND TIP-N-TELL INDICATORS / (2) DOME STOPS, US28 CLEAR ANODIZED TOILET ROOM SILICONE w N ENTRY DOORS 1111111111113111011111111 WATER CLR. • RUU A (1) HANDICAP ACCESSIBLE SIGN/DECAL HARDWARE NOTES CID � (NEW ENTRY DOORS SUPPLIED AND INSTALLED BY G.C.) 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL AND STATE ACCESSORIES 1131111111131110111 SUPPLEMENT AS REQUIRED. STOREFRONT 1" X 3" WOOD TRIM rimmimuil WOOD TRIM IS SUPPLIED PRIMED G.C. TO (1) BBW 435 (THESE DOORS TO REMAIN OPEN DURING BUSINESS HOURS) B/W SIGN/DECAL ACCESSIBILITY REQUIREMENTS. CEILING 1111111111311111111111 STOREFRONT MDO BOARD ■ z CAO / 2. ALL EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF w �_ • / (E) HLW. MTL. 4 A KEY, SPECIAL KNOWLEDGE OR EFFORT. a■ O a Q / /S.C. WOOD DOOR DOOR/ FRAME 'B' SALES/CORRIDOR/STOCKROOM DOOR: A THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL FLOORING & BASE • • •• WOOD TRIM AT CORNICE 11101111111111111:11111 x / ~ =U Sc HLW. MTL. VIEWER (1) PASSAGE LEVER - SCHLAGE, S10D-FLAIR, 626 COMPLY AS FOLLOWS: WAINSCOT IIIIIIIIIEIIIIIIIIMII STOREFRONT TILE BASE 131111111111111131111 to o FRAME o - (1) CLOSER - PR DA 70 A. INTERIOR DOORS = 5 LBS. ;-- ; ' \ (1) 5501, MERIT, HINGE PIN STOP, 626 B. EXTERIOR DOORS = 8.5 LBS. TOILET ROOM DOOR •• ••• ILLUMINATED LLIIERS ••• •■ G.C. TO COORDINATE WITH SIGN VENDOR K\ (1) KICK PLATE - 11 X 34 DON JO 626 C. FIRE-RATED DOORS = MINIMUM ALLOWABLE BY APPROPRIATE v=-- P-5 _ 4 • • P-5 (3) SILENCERS - OSH6 ADMINISTRATIVE AUTHORITY. WALL STDS., BRACKETS, SHELVES 13111111111111131111 SUPPLIED BY MILLWORK VENDOR WINDOW DECALS •• •• G.C. TO COORDINATE WITH SIGN VENDOR - 1��' T (1) DOME STOP - SH 436 - 626 4. FOR ALL EXISTING DOORS G.C. IS TO NOTIFY THE GYMBOREE N KICKPLATE, PANIC BAR WITH - CONSTRUCTION MANAGER IF ANY EXISTING DOOR HARDWARE {S * REFER TO MEP DRAWINGS FOR DETAILED HVAC, PLUMBING, & ELECTRICAL INFORMATION * POSTER TRACKS poimanii SUPPLIED BY DISPLAY FIXTURE VENDOR \ (3) HINGE TBB 179 NRP \ \ \ BOTH SIDES \ \ ALARM ( ) MISSING, DAMAGED OR NEEDS REPLACEMENT. ©III©III©a MALL FLOORING 1110.11111110111 G.C.G C T 0 M OD IFY E XTEND AS REQUIRED 'C' TOILET ROOM DOOR: B INTERIOR DOOR REAR SERVICE NOTE: ALL DOOR HARDWARE TO BE SUPPLIED BY TENANT HARDWARE Q (EXISTING CORRIDOR/STOCKROOM & (EXISTING TO REMAIN EXISTING HARDWARE TO REMAIN. G.C. TO VERIFY PROPER WORKING VENDOR. BULKHEAD 11111111113111111111 G.C. TO TOUCH UP AS REQ'D. O g IL TOILET ROOM) & (NEW REPAIR AS REQ'D) HOARDWAR NOTIFY S MSS NG RDAMAGOEDEOR NEEDS REPLACEMENT.DOOR W � �Q NOTE: * - AS REQUIRED FOR 1-HR RATED EXIT CORRIDOR • RRRU W LU F- SALES/COORIDOR SUPPLIED BY G.C.) o 1- DOOR TYPES HARDWARE GROUPS = a SALES AREA ®©�©�©0 a 2' X 2' CEILING TILE & GRID 1111101111111111131111 ± Z KEY MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES o T Op_ ._ ARMOIRES & HARDWARE 131111111111111110111 SUPPLIED BY FIXTURE VENDOR Q O (' M PAINT / COATING ,� Z N #OC-38 "ARCADIA WHITE" Irai HANGING SYSTEM & HARDWARE 1131111111111111101111 SUPPLIED BY FIXTURE VENDOR = r. P-1 PAINT BENJAMIN MOORE SEE PAINT SPEC NOTES THIS SHEET FOR ADDITIONAL INFORMATION SALES AREA/FITTING ROOM/STOREFRONT TRIM C,7 in o) PAINTING FINISHING Z Q GC 111111/11. / ■13■■■�■ Z r o z �1 ` -IBING SCHLUETER STRIPS INSTALLED BY WOOD FLOORING _ ., �� ��� ��I,►������������T.�;�����������, © 11110111111111111311111 SUB-CONTRACTOR U D T---• ____�� ---'�, �-_-_------__----_--�---, FLOORING SUPPLIED BY FLOORING VENDOR w w N Q<►���.r����iiilii►Ii►����� Ii►�ii����.��������.T��I►�������. O a a � � g_w o 311 "SQUISH SQUASH" PLYWOOD TRIM SUPPLIED BY MILLWORK VENDOR V (n a) H ,o P-4 PAINT BENJAMIN MOORE # SALES AREA - SEE SHEET A4.1 U•••• •a TRIM COMES PRIMED & IN 2 PIECES SEE PAINT SPEC NOTES THIS SHEET FOR ADDITIONAL INFORMATION SUPPLIED BY MILLWORK VENDOR OC-38 "ARCADIA WHITE" STOCK ROOM WALLS TO 12'-O" AFF, TOILET ROOM WALLS 12" WOOD BASE 131111111111111:11111 BASE COMES PRIMED - PART ,C8922 a rn rn 0 0 0 P-5 PAINT BENJAMIN MOORE SEE PAINT SPEC NOTES THIS SHEET FOR ADDITIONAL INFORMATION AND CEILINGS, STOCK AREA DOORS & FRAMES SUPPLIED BY MILLWORK VENDOR ° ' .. CO 4" WOOD BASE ••• • BASE COMES PRIMED - PART ;C8923 N N N P-6 PAINT BENJAMIN MOORE #oC-38 ARCADIA WHITE" SALES AREA GYP. BD. SOFFITS SUPPLIED BY DISPLAY FIXTURE VENDOR -. N -44.- SEE PAINT SPEC NOTES THIS SHEET FOR ADDITIONAL INFORMATION FURNITURE & FIXTURES 1311111111111113111 SEE SHEET A2.2 1— e ' N FLOORING CASHWRAP/BACKWRAP •••• • SUPPLIED BY MILLWORK VENDOR L FC-1 MALL TILE T.B.D. MATCH MALL FLOORING FROM STOREFRONT CLOSURE TO LEASE LINE AT ENTRY ENTRY VESTIBULE - COORDINATE WITH MALL REPRESENTATIVE 0 M �, CASH REGISTERS & 1311111111131111111 BY POS VENDOR _ _ w FC-2 VINYL WOOD ALLIED TILE AU NATURAL COLLECTION - EMPIRE WOOD EW-9; COLOR: SARATOGA CHERRY SALES AREA/FITTING ROOM ELECTRICAL 10111111111311111111111 AUDIO EQUIPMENT & SPEAKERS 13111111111113111111 G.C. TO COORDINATE WITH MPO v z z CC 0 0 _ IMPERIAL TEXTURE NO. 51899 - "COOL WHITE", 12" X 12" x 1/8" GAUGE VINYL FLAT PANEL TV ••• •• SUPPLIED BY DISPLAY FIXTURE VENDOR o w 0 °' FC-3 VINYL COMPOSITION TILE ARMSTRONG STOCKROOM COMPOSITION TILE J CLASSIC CORLON NO. 88729 - "BLUE YONDER" INLAID SHEET FLOORING SPEAKER & TV WIRING •• • t c■ c■ FC-4 SHEET VINYL ARMSTRONG W/WATERPROOF MEMBRANE AS PER LANDLORD REQUIREMENTS. TOILET ROOM SEE SHEET w 0 Ce ••••••• X Z ��'T War���ro ro F _ T 's ' ' ' ' '' '0� T� 1 E5.0 0 w w � Illnill.RA., OM I b b. ri■■■■•■■AWri■■■■411■Maui'1 atm ritivA a a I i V A 6 I-AillwA. Ambit. AblvilwAiwillwAdiwiwirtillIMIWAIIM A♦ , ,�!����!!� ►• ► V araTaral4talerri7lErANirdara -� FeralrAgrAIMPIPATOMPFarOPFAI ■1T/11■ 0 M 0 U 0 0 CD 1 UUUUUUU_________ w w o 0 ri+TAT�;i���♦�i��©♦T;♦ .`♦AL��Ai..T���i:��r�►��.����T;l ' W U . . V) V) Vr&v �� ��� GYP. BD. WALLS AT SALES AREA AND INTERIOR STOREFRONT. `r���`����A►II11► .�1►.T..�►• ��������;Tr.+.��������.� MIN. (1 COAT OF BENJAMIN MOORE SUPER SPEC UNDERCOATER AND PRIMER SEALER #253 (2) COATS OF BENJAMIN MOORE AURA EGGSHELL #524'WV- MIN. VENDOR CATEGORY COMPANY .�A..�-_---��-_-.►Ak� of '• -_______.-.TC.��M:���. :�CI�_1:,:,�� i►.�i 1.��1i.�,✓ ��4`� GYP. BD. WALLS AT STOCKROOM, RESTROOM AND GYP. BD. CEILING AT RESTROOM MIN. (1) COAT OF BENJAMIN MOORE SUPER SPEC UNDERCOATER AND PRIMER SEALER #253 MILLWORK / CASHWRAP FLEETWOOD CEIUNG MIN. (2) COATS OF BENJAMIN MOORE AURA SEMI-GLOSS #528 DISPLAY FIXTURES FLEETWOOD l C-1 ACOUSTICAL TILE & GRID ARMSTRONG 2' X 2' CEILING TILE "ULTIMA" #1912 W/ SUPRAFINE 9/16" EXPOSED TEE SYSTEM SALES AREA MDO FOR STOREFRONT AT INTERIOR LOCATIONS DISPLAY HARDWARE HAMILTON 41.4"" . ND MORGAN �� MIN. (1) COAT OF BENJAMIN MOORE SUPER SPEC UNDERCOATER AND PRIMER SEALER #253 WOOD FLOORING ALLIED TILE ARLINGTON,TEXAS MIN. (2) COATS OF BENJAMIN MOORE AURA SATIN #526 BASE DOOR HARDWARE COMMERCIAL DOOR & H.:(WARE A B-1 PREFINISHED PLYWD. BASE MILLWORK VENDOR 12" H. Sc 4" H. X„3/4" PREPRIMED PLYWD. BASE. G.C. TO SAND THE EDGES & SALES AREA PRIMED TRIM FOR STOREFRONT AT INTERIOR LOCATIONS AND ALL OTHER OWNER PROVIDED PRIMED TRIM ++ - a�(z) REMOVED � " SPRAY PAINT P-1 BASE IS SHIPPED IN SEPARATE PIECES. SEE DTL. 1/A6.1 MIN. (2) COATS OF BENJAMIN MOORE AURA SATIN #526 -.- -.- �,. AVENDOR O IMAGE 4" X 1 "• COLOR: CREAM - POLYBLEND GROUT "ALABASTER" SIGNAGE TEE B-2 CERAMIC TILE CERAGRES COLLECTION GE 2 , O L D G #333 STOREFRONT BASE (SUPPLIED BY TENANT) GYP. BD. CEILINGS & BD. SOFFITS TILE CONTACT: CHRISTIAN BENARD (514)384-2074 XT 302 MOBILE SHELVING SYSTEM MOBILE MEDIA 3 MIN. (1) COAT OF BENJAMIN MOORE SUPER SPEC UNDERCOATER AND PRIMER SEALER #253 B-2A CERAMIC TILE WESTMINSTER #CS48F-F112 4" X 8"; COLOR: MARSHMELLOW - POLYBLEND GROUT #333 "ALABASTER" ALTERNATIVE STOREFRONT BASE (SUPPLIED BY TENANT) MIN. (2) COATS OF BENJAMIN MOORE WATERBORNE CEILING PAINT #508 LIGHT LAMPS PQL N OTTS NO. 63 - "SILVER GRAY", 4" HIGH 1/8" GAUGE COLOR-INTEGRATED VINYL WALL INTERIOR PAINTED METAL LIGHTING REGENCY B-3 VINYL BASE ARMSTRONG BASE STOCKROOM MIN. (2) COATS OF BENJAMIN MOORE DTM #P29 HVAC LENNOX/ YORK ,.■ O I EXTERIOR PAINTED METAL SECURITY CHECKPOINT MIN. (2) COATS OF BENJAMIN MOORE DTM#P29 SCH D U L E S FIBER REINFORCED ELECTRICAL PANEL GE SUPPLY FRP-1 POLYESTER MARLITE WHITE, PEBBLE FINISH TOILET ROOM FYPON CELLULAR PVC TRIM AND MARINE GRADE PLYWD AT EXTERIOR STOREFRONTS PLYWOOD TO BE LIGHTLY SANDED. POS FUJITSU / ICL SHEET NUMBER: I LAM-1 LAMINATE WILSONART #D403-60 "WHITE SAND" STOREFRONT DISPLAY PLATFORMS/FITTING ROOM BENCH MIN. (2) COATS OF BENJAMIN MOORE AURA EXTERIOR PAINT (LOW LUSTRE) AUDIO/VIDEO MPO I I FINISH SCHEDULE PAINT SPEC NOTES •I RESPONSIBILITY SCHEDULE I - — — — — ' [ I 0 0 0 crazy (it 82'-0 5/8" 6'-5 1/2" LEASE LINE 73'-1 1/8" LEASE LINE » / 2'-6" / 23'-2 5/8" V.I.F. , 28'-0" V.I.F. , 24'-0" V.I.F. , 6'-10" V.I.F. y 5'-10" V.I.F. J, 7�-g 1/8" 5% I 22'-1» y 3'-6" y 18'-2" I , 3'-6" , 16'-2„ I 1'-8 1/ » n ,I l' 17'-1 7/8" +/- 47'-11 5 8" V.I.F. / / D D D i / / i D (E) CORRIDOR CORPORATION SQ. FT" 99 500 HOWARD STREET 0 :_ FLOORING: FC-3 I r A5.1 SAN FRANCISCO, CALIFORNIA 94105 \. \ — ► A _ _ _ a A 0 0 ..--- • ,,,/ . 1 c., MIS///0/(//////T/////4////,1 — ,, ,,..4_\ i ° 0 0 ' r�fi T fi% � , �rf T PP _ ^ I riI I ! IN I III I IIII I IIII I IIIr °� I"�`\ - I I rl IN rl ,r 2 �I I I� tarAINIWAPPI !____!____I J. AMP' iAS LI as=�!____!O '�' 2 FLUSH 1 3 1 3›: / _ a a 00 1 ! 27 ® gip � FC .3 FC-2 N I 0 - \ / '..c.Ni z\ --,,-- . : . I 0 . ---,1- 0 I -6,2 g / sc \ \ A nnn A,.0 e in \ 2,_6„ I 1 ►D I � C// A4.1 i\ _ ____ ____ ___ /. _ _ ___ uuu w \ 3F a, �, I : ���� ' 1 711 N. FIELDER RD. = 2 13 S ��� v ,� -'" O 3F % - \ ( 3'-2" 4'-3" ����� I % % ARLINGTON, TX 76012 S ! I --��' PH: (817) 635-5696 I 11111111111111111M1111111111111/ _ (E) STOCKROOM I r ter__ , / [-,(2 3F ® /I J ���► J SQ. FT.. 284 _ I° ��� a o : iO FLOORING: FC-3 0 1 A D ® r I 0 I I 1 M A4.1 r _ z_ 2 ' : I ® J I J o G FC-3 -.i A4.1 Q a FC FC-1 t Z I A4.1 o 0o W �° 01 e_ 1 �--� 15 3F % ! I; i I N (n Y 1 `� w r� 4-2 1/2 1 cv 0 W 2 (f) X° , (E) TOILET ROOM �_� 0 13A ,,� ,\, -1 , EXIST a I C I > SQ. FT.: 56 ^, ,° ' (-.. 24 H %i e �,,\ 0 %' %' �' FLOORING: FC-4 i; ; a 3F ,I SALES AREA �� _ ��I r ® I \\\ C 0 —' `mac�' o , -� 17 H m c \\ \ SQ. FT.: 1,835 A I I ° I `\ ® �/ I a 3F i w i 4A r►\\\ r ;� n� 0 I �' 0 \\ I FLOORING: FC-2 I I I n n n \\\\\\\\\I %` ° I 4 \\\\ 0 [A, 0 0 I,Lu u u 0 A. Ic)�� - - �- „,,,,,, .. 18 I I% A4.1 ���� I I I 1 Q w R &u- ,.........,4-4 �' ' A \\\ L.1- W ZH W Lc ® I I� 3 410 N z I Ir t I ���I M < W g U) Q, ° 6'-10 1/2" V.I.F. ; -.. % I 1 O 1 3 I I I \- - - 3F / ____ ____ '4.\ a =________- _ 13 riil I I 'III 1 1110 47----T----71 �►- ° Mli l I I c g it —0 - B o CO Z o� I I I I N I � < O I.,„ _ __ I— z N O C� � a) N Q z Z o re 0 a w U W � C� w�re 1O'_7 1/8" -5" 19'-2" 3'-6" 18'-2" 3°_6» 16:_2„ 1/ 1/2" V t/) A' A % / Q N Q a.LO 5'-9 3/4" LEASE LINE/ 73'-8 7/8" LEASE LINE 2'-6" Ga. t' W • • (.) 3icna) f- 'o < O O '- 0 ° \ \ d- co cfl N N NI' e- 1/4"=1'-0" FLOOR PLAN 1 w ED EXISTING DEMISING WALL/ FURR OUT TO REMAIN. PATCH & REPAIR GYP BD. TO FULL HEIGHT AS REQUIRED SAFE - G.C. TO SECURE TO FLOOR. G.C. TO ENSURE THAT NO OUTLETS, ETC. ARE LOCATED BEHIND v m p W/ 5/8" TYPE "X" GYP. BD. PER RATING-FIELD VERIFY TO MAINTAIN FIRE RATING AT DEMISING WALL. PATCH 14 SAFE & G.C. IS TO HAVE A TEMPORARY COMBINATION OF 1 2 3 4 5 6 #. K w Z c_n AND REPAIR GYP BD. AT FURR OUT TO AT LEAST 6" ABOVE CEILING. MAINTAIN ANY SMOKE EVACUATION EXISTING DEMISING PARTITION TO REMAIN. G.C. TO PATCH o J 0 cu FREE AREA OPENINGS AT DEMISING PARTITIONS. CONFIRM WITH LANDLORD'S REPRESENTATIVE. 15 FILE CABINET. AND REPAIR EXISTING GYP. BD. AS REQ'D. EXISTING DEMISING WALL TO REMAIN. PATCH & REPAIR GYP BD. AS REQUIRED W/ 5/8" TYPE "X" GYP. BD. w �I z ci:: PER RATING-FIELD VERIFY TO MAINTAIN FIRE RATING. MAINTAIN ANY SMOKE EVACUATION FREE AREA OPENINGS 16 (1) 24" X 36" BULLETIN BOARD AND (1) 36" X 48" BULLETIN BOARD - SEE INTERIOR ELEVATIONS NON-RATED PARTITION: ONE LAYER 5/8" GYP. BD. ON p 0_ v w iTTIi?7�lTlITl7, AT DEMISING PARTITIONS. CONFIRM WITH LANDLORD'S REPRESENTATIVE. (TYP. FOR ALL DEMISING WALLS) SHEET A4.1. EACH SIDE OF METAL STUD FRAMING TO 6" ABOVE A6.2 g Q w g ADJACENT CEILING FINISH, U.O.N. REF: STRUCTURAL >-- M 0 O LEASE LINE. 17 24"x 36" BULLETIN BOARD MOUNTED ABOVE DESK. COORDINATE CLEARANCES W/DESK LIGHT FIXTURE DRAWINGS ' e J & SHELVING ABOVE. SEE ALSO 3 o w () w 0 CASHWRAP/BACKWRAP SHOWN DASHED. G.C. TO PROVIDE CONT. CLEAR SILICONE CAULK AT A4.1 o w CASHWRAP/BACKWRAP AT FLOOR. REFER TO O AND ELECTRICAL DRAWINGS FOR REFERENCE. 18 REFRIGERATOR AND MICROWAVE. ,/1 7 7 7 7//// NON-RATED FURRED PARTITION: ONE LAYER 5/8" GYP.» w w v O BD. ON ONE SIDE ONLY OF METAL STUD FRAMING TO 6 A6.2 m c=n c=n rii A7.1 ABOVE ADJACENT CEILING FINISH, U.O.N. REF: STRUCTURAL cn cn U 4A CORE OR TRENCH CASHWRAP WIRING TO THE END UNITS OF CASHWRAP. COORDINATE W LANDLORD. E9 EXISTING LANDLORD NEUTRAL REVEAL. a DRAWINGS. SEE ELEC. DRAWINGS. e 20 BACKWRAP IS SUPPLIED BY TENANT G.C. TO INSTALL AND ANCHOR TO FLOOR PER MANUFACTURER'S a5 LOCATION OF EXISTING ELECTRICAL PANEL, AND TELEPHONE TERMINAL BOARD. REFER TO RECOMMENDATIONS. OW ELECTRICAL DRAWINGS. 44) 21 0 FLOOR PATTERN - INSTALL VINYL WOOD STRIP FLOORING IN DIRECTION INDICATED. LINE OF SOFFIT(S) ABOVE. SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 0 SALES AREA FLAT PANEL TV. 22 Ali � � AS BUILT DRAWING HOLDER, PROVIDE IN WALL BLOCKING AS REQUIRED SEE DETAIL '' CO'TLAND MORGAN t(L; ® G.C. SHALL HAVE TOILET ROOM TILE, GROUT AND FIXTURES PROFESSIONALLY CLEANED PRIOR TO TURN 0 r 8 OVER. G.C. SHALL INSTALL NEW ACCESSORIES AS REQUIRED. REF: 4/A6.3 AND 12/A6.3. (NO OTHER O 23 DISPLAY PLATFORM LAM-1 ARLINGTON TEXAS o WORK SHALL BE PERFORMED IN TOILET ROOM) l r t�J•ft7 ::i FIRE EXTINGUISHER - LOCATION & QUANTITY PER FIRE DEPARTMENT. 24 SHELVING ABOVE DOTTED PROVIDE IN WALL BLOCKING AS REQ'D.Q a A6.3 6 0� 0 MANAGER'S DESK. SEE A6.3 25 NOT USED 11 BOX COLUMN AT CORNER. REF: STRUCTURAL DRAWINGS. FLOOR PLAN 0 26 3'-0" POSTER TRACK LOCATION (3 EACH BAY). INSTALL WOOD BLOCKING AS REQ'D. m BOX BEAM. REF: STRUCTURAL DRAWINGS. e SEE FURNITURE PLAN FOR LOCATION. 13 MOBILE SHELVING SYSTEM: FIXED UNIT (8'-0" HIGH), WIDTH AS NOTED. SEE 11 FOR 27 LINE OF EXISTING SOFFIT TO REMAIN. a A6.3 ANCHORING TO FLOOR. 0 MOBILE SHELVING UNIT 8'-0" HIGH) DIAGONAL LINE THROUGH 28 G.C. TO SUPPLY AND INSTALL SHELVING/ STANDARDS. COORDINATE EXACT PLACEMENT IN FIELD W/ ( ) OUG UNITS INDICATES THAT THEY ARE GYMBOREE PROJECT MANAGER 10 SHEET NUMBER: INSTALLED BACK TO BACK ON A SINGLE CARRIAGE. SEE 8/A6.3 FOR TRACK ANCHORING TO FLOOR SEE ALSO A6 2 FOR MTL. BACKING PLATE DETAILS. LSHEET NOTES FLOOR PLAN KEYNOTES PARTITION LEGEND A2 • 1 0 0 0 crazy 8 D c O D 6'-4" 1 4'-10" 6'-8" 6'-8" 4'-10" 6'-8" 6'-8" 4'-10" I- - - - - 2'-0" 2'-0" .'-0" s EQ. EQ. , 2'-0" 2'-O" 2'-�,Q 2Q:-0" 2'-0" 2'-0" ' EQ. EQ1� 2,-0" 2'-0" 2'-§0.. ., 2� 0" 2'-0" 2'-p" ' EQ. EQ. 2'-d"-82'-�0- CORPORATION.. NMI I 'I , , I A SAN FRANCISCO, _ _. _ ��;:: . ____ - -- _.�. _.._ _ C: _ _ _ _ _ .. �__._ _ —_--- _ _ _-- _ _ ACALIFORNIA 94105 i I 5 Or • // //////////// ///j . ANA -- r54"-X60 gill k �r 2 2 .....4 2 vv ® 8O1 f 2 04 � C8014 ,, ,: :C � C � CORRIDOR i 8050 O -� FIRE EXT. 0 . . 0/ 48"x48"� �C808� , .,, ., ., _ ca807� ri n El a .�■ �/ / �� I I I I L c.= .�J coo 'o - - 0 0 (" ® ILJLJLJI C8011 ___ ___ _ C8011 �' • ■ u u u EXISTING Ira% 711 N. FIELDER RD. �``� I ARLINGTON, TX 76012 11/ 3F ELECTRICAL �N ,._C8021 ( � � "`�•' - I mA -' EQUIPMENT � ''� I I STOCKROOM S !% I i I PH: (817) 635-5696 I L —1 3F ■ 10/0000 i 1 / / SALES AREA d- d- L _ �802D n 0 0 0 0 I �sooD ,.� N H �=/ U C8060 �C8060� 0 I ---- --- e 3F % �� � I i ( z CO 0 Los"x60" I � 1 I.,_, �° _ o r ,_�» `�-� �C802� I �808� ,' rj'r / \ li _ \ EXISTING I H % -- s� j / TOILET ROOM,/ I 3F ;� _ W i __�.-_= - \� ffTt • ' n n n n , O , H ' N n ( a C8011 \ ii / I I I C80 11 0 --. - --- — 7 ON Il �C8040� �' r C` �`, \ r C ='O GO if 1 1 1 1\ z..,0))N uuU G HCI.I (8O1� C8014 I (801 W r Q 0 0 0 IV , < 0 g li- -C) HO 0 1 . H , • I ! 1 1 11 .::11111•1111•111111 gm 211 MN 111•111111111111111111111 B a a 2'-O" 2'-O" '-0" 1 I 2'-0" 2'-0" 2'-0" 1 1 2'-0" 2'-0" 2'-0" 1 2'-0" 2'-0" 2'-0" II 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" I c 6'-4" EQ. 4'_10" EQ. 6'-8" EQ. EQ. 6'-8" EQ. 4'-10" EQ'�I 6'-8"� EQ. EQ. 6'-8" EQ. 4'-10" EQ. 4'-8" EQ. O z p..r '4 y H / < o CD N m >a, cr >- I-. Z N OP Z C Ta; Z 0< z - - � w `y` o Q Q N Q a" o a_ 0 fh" 4-01 2 ''''S' 0 0 1111111111111M = 0 ° 44" WIDE EXITING PATH OF TRAVEL N ! c° \ N d- n� �� L FURNITURE PLAN ��4 -1 �° 1 Y w U O KEY FIXTURE KEY FIXTURE O 2 SECTION ARMOIRE - SEE DETAIL 5/A6.4. SUPPLIED BY TENANT & INSTALLED BY G.C. w 0 1. ALL FURNITURE PROVIDED BY DISPLAY FIXTURE VENDOR U.O.N. AND REQUIRES PARTIAL ASSEMBLY FOR ,8000 CASHWRAP (BY MILLWORK VENDOR) O TYPICAL HANGING SECTION SEE DETAIL 1/A6.4. SUPPLIED BY TENANT & INSTALLED BY G.C. Q INSTALLATION. CONTACT: B&N INDUSTRIES, GWEN GONZALES AT (650) 593-4127 x301. L,1 > I �800� BACKWRAP (BY MILLWORK VENDOR) C TV ARMOIRE - SEE DETAIL 6/A6.4. SUPPLIED BY TENANT & INSTALLED BY G.C. a_ Z 2. G.C. TO REMOVE ALL LEVELERS ON THE PERIMETER ARMOIRES. ALL OTHER FIXTURES ARE TO HAVE 0 CO .. M MO NOT USED. < LEVERS FOR MAKING ADJUSTMENTS. QED T AMOIRE " 4� 0 -J U 3. G.C. UNPACK ALL WALL HARDWARE AND SHELVES PRIOR TO PUNCH. ALL SHELVING TO BE WIPED DOWN. (8014) AMOIRE 4' 05 FLAT PANEL TV - SUPPLIED & INSTALLED BY TENANT. o w w L.,_ m 6 BACKWRAP IS SUPPLIED BY TENANT G.C. TO INSTALL AND ANCHOR TO FLOOR PER MANUFACTURER'S ww w �C8020� TV AMOIRE RECOMMENDATIONS. M M o CC8022 TV AMOIRE SIDE UNIT 0 T-ARMOIRE SUPPLIED BY TENANT IN PIECES G.C. IS TO ASSEMBLE AND INSTALL. G.C. TO ANCHOR TO FLOOR AND TO F.R. PLYWOOD BACKING BEHIND WALL - SEE DETAIL 11/A6.4 (C8O3) 3 TIER CIRCLE DISPLAY TABLE �C804) DISPLAY TABLE AND DRAWER UNIT _ •ice. C805o T-STAND r r CORTL'ND MORGAN C8060 ACCESSORY FIXTURE TEXAS 8062) ACCESSORY FIXTURE �C807) FLOOR RACK CC808D HANGRAIL ROUNDER FURNITURE PLAN SHEET NUMBER: SHEET NOTES FURNITURE SCHEDULE FIXTURE PLAN KEYED NOTES A2 • 2 crazy Ei 0 0 0 � gy-}1 ,1c, Nee (E) CORRIDOR CORPORATION E GYP BD. CEILING @ 7'-2" A.F.F. EXIST I 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 (E) CORRIDOR + 8'-O" A.F.F. + 1O'-O" A.F.F. + 1O'-O" A.F.F. 11 3 1 2 A.F.F. _ _ E GYP BD. CEILING @ 9 0 A.F.F. GYP. BD. S FFIT GYP. BD. SOFFIT GYP. BD. SOFFIT / = _ e�.t EXIST P-6 P-6 P 6 P 6 GYP. BD. FURR DOWN P 6 =5'x /7////////i i i i i i l i ///i /7/i ir/ii �i ria 13 0 1 4 A.F.F. Ye.:;,nen..,...r}s,.:.,,.... F , I \ f'k '' '''f- I I - -----Iti- �fl I II II I iI I v_. SDI GYP. SOFFIT I A G BD SOF I - .I I I I` c I t I I c1 c I _lwiii/. I w 111 w r _EX s _g P 6 t 9 i o ►_I I 1 a$, - , - -- - - ____-____- -EX T3 =T3 1'3 T3 T3 1 T3 1 T3 !T3 I T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T? T3 T3 T3 T 3 T3 ' T 2 -6 V -0 D v V D ► O Ip D D � D D D D ♦ ♦ V V EX / T3�'%: '1 I> D Flu c Q Q. F. _ 3 c� D j /` c ; E `-'-, D c . w 3 °° 711 N. FIELDER RD. `� / 2 -11 �� - - /', {� - /^, _ w _ �, T D- 'c 6 1 (,-1/ / 13 T3 T3 ��1 1 O N ®A1A/ �„ c I F c� �,;,/ v c� • `� ARLINGTON, TX 76012 I/ C1� C11 C1 C1/ 3 I € -2 I AT3 I PH: 817 635-5696 _-...__......_._ ...-y////////////./ Q. Q. Q. Q. l -2 Q. Q.: ,,_,�A1 ,I \I/ 0A1 c 0 ®A1A Al 0A1 ®A1A �A1 Al AA1A © 1 0 A1 o PA1A E E % EQ. I I Q .: Q ra r"I \ cNi co Ti- , )(`s 3 I O 9A1'L-----Al T3 f .. c I EQ. i i 1 EQ. I EQ EQ. W g CD S; a' I EQ. EQ. 0 ; / EQ. EQ. I °w Q , 1 k i / / / 1 O Y t;' r i W _ 1C-0" A.F.F. 0A1 o I 0A1 I OA1 \OA1 0A1 OAi I 0A1 I �DA1 0A1 0A1 '0A1 X 0A1 I. I i MDO BD. SOFFIT . E 3 , I P-1 EX / fLn A6.1e I A6. ~ J II I I •I I I I 6" i I O I I O / II I e Al E L,.. I., i 0 / T3 , e I E r kiX !"JL::i j O I :�' ,_ A 1., A ci VSD f I T 3 s Q 6 0Al • � Q a 0A1 0A1 Al Q. 0A1 0A1 0A1 Q. Al 0A1 0 1 0A1 0Al T3 W o �-�I Q/ Q' 1 -2 /- / Q. Q. / Q. Q-' - - I w I � i o l.t_ � w I I I ) -2! . 1 I I i E C j �1 C1 I Al W i I"' E I �� _ �� €- �1 f T3 T3 - re w AM �1 1 :T I 00/ C1 C1I C1F EX /..d__.�.._��.-_� � _ ..�.�.-,..,,.� _.mw_..___x _.--.-__ a _m�__....n.�.._s_.�._:.�.-...�_- ___. o - I T w Dx _ ° 1 I .°41,d a ,,:r22222f_ a D T3 d R L\ I d . A L p \ d ANA d d z d A T3z \ Q d p .. t/i I E Z I I / T: T- � T T3 �T �T T T �T ,T T T T T T � T T3 T3 T3 T3 T: T T T T f T. 3 3 3 3 3 3 3 3 3 3 3 3 3 .� .� .� /_..a_--�,._.._�e�Mw-r_..�u..ti..�_ _.._....-�..�..- w .s..� � _.._.-...._....-_.�.�..__.-_.._-....-..v ....,..a.a_..a.__...wu....a.a.._._....,e..r.............,,..n-_„..,:....,....-----._-}_.._._._._._._....._.......-.._h.-v....._._. .._.__. .� ,__.-� ._._.-_ .u..1..z___._v.,_. ._.zY. _ ._..___, / , 1 °`� 13' 0 4” A.F.F. W E 0 0 r 0 or-rdyl • 1 / I ttFnn- i / 1 1 I I i [ E - 1/ ¢ O V M N (.9/ w ,il f ig i � II w w II, I Z N VSDI I I I I I I I , I I I III I I Aliti GYP. BD. SOFFIT _ N 11'-3 1/2" A.F.F. �— _g = x 0 w Zs I GYP. BD. FURR DOWN"; w W w� (E) TOILET ROOM STOCKROOM SALES AREA SALES AREA SALES AREA < N a Z re E GYP. BD. CLG. @ 8'-O" A.F.F. E A.C.T. CEILING @ 11'-4" A.F.F. A.C.T. AT +11'-6" A.F.F. A.C.T. AT +11'-6" A.F.F. A.C.T. AT +11'-6" A.F.F. P_6 a 2 w o CT_ 0 EXIST EXIST (:) C-1 4111 ' C-1 A� C-1 ilic..\,..... A6.5 e 5 e A6 e o " o 0 N \, N (Ni d' E.r-- W d- w O p Q_ p to 0 (n Cu w 1/4"=1'-0" w o w (n REFLECTED CEILING PLAN 1 ( �, z p t2 w mQZ � 1. FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD AS PER GENERAL CONTRACTOR. ALL AUTOMATIC FIRE 13 J ' 3O SPRINKLER SYSTEM ENGINEERING, MATERIALS AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE 1 LINE OF CASHWRAP / BACKWRAP BELOW. 0A1 RECESSED COMPACT FLUORESCENT DOWNLIGHT. SUPPLY AIR DIFFUSER (SEE MECH. DWGS.) p U SPRINKLER CONTRACTOR IF REQ'D AT TENANT'S EXPENSE. o • p U 2. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE, AND MUST BE APPROVED BY 2 3'-Q" POSTER TRACKS, TYP. (3) EACH BAY. o Ow BUILDING MANAGEMENT. ( } SUSPENDED LIGHT w w — O >W o o A. SALES/COORDIOR/TOILET ROOM AT GYP. BD. CLG. - FULLY RECESSED WITH COVER PLATES TO C1 RETURN AIR DIFFUSER (SEE MECH. DWGS.) (n MATCH GYP. BD. FINISH ®3 INSTALL DUPLEX RECEPTACLE PARALLEL TO STOREFRONT GLAZING. v B. SALES AREA/ STOCKROOM AT A.C.T. CLG. - SEMI-RECESSED RECESSED CHROME WITH WHITE ESCUTCHEONS d SURFACE MOUNTED TRACK HEAD. SEE ELECTRICAL DWGS. C. STOREFRONT - FULLY RECESSED HEADS WITH COVER PLATES TO MATCH GYP. BD. FINISH. CD SUSPENDED LIGHT @ 8'-6" A.F.F. T3 3. REFER TO ENGINEERING DRAWINGS FOR ELECTRICAL, LIGHTING AND HVAC WORK. COORDINATE ANY CD SPEAKERS AT BOTTOM OF N 0 ARMOIRE. SPEAKERS AND TV ARE ON SEPARATE SOUND AND DVD EXISTING LIGHTING TO REMAIN. G.C. TO CLEAN/ RELAMP. VSD 10»D VISUAL SURVEILLANCE DOME (C•4&*?-dD 411ke >.DISCREPANCIES WITH TENANT PROJECT MANAGER. SYSTEM. .. _- 4. BACK TO BACK SWITCHES ARE NOT ALLOWED. OFFSET A MINIMAL DIMENSION WITH A METAL STUD IN Q CEILING MOUNTED DUPLEX RECEPTACLES, SEE ELEC. DRAWINGS. 410 CQR D M4RGAN vn BETWEEN OPPOSING SWITCHES. 16 EXISTING LIGHTING TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. CLEAN/ RELAMP. )2( EXISTING EXHAUST FAN/ LIGHT. G.C. TO VERIFY PROPER WORKING ORDER. 5. SWITCHES SHOWN IN THE SAME LOCATION SHALL BE GANGED ON THE SAME COVER PLATE. • ARLINGTON,TEXAS 6. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED 7 EXISTING TOILET ROOM EXHAUST FAN/ LIGHT TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. EX EXISTING EXIT LIGHT TO REMAIN. G.C. TO VERIFY PROPER WORKING ORDER. APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE RECESSED MUSIC SYSTEM SPEAKER. GC TO COORDINATE LOCATION WITH '140.1 ., ,, './ DRAWINGS. CD G.C. SHALL REPLACE ANY DAMAGED, MISSING OR STAINED CEILING TILES. MODIFY/EXTEND AS REQUIRED AUDIO/VISUAL VENDOR. OF 0 7. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF AT NEW WALL CONSTRUCTION. STRUCTURAL JOIST ABOVE. 8. HANGER WIRE AT SUSPENDED CEILING SHALL BE 8 GA., AND 10 GA. AT SUSPENDEC ACOUSTICAL TILE A X LED EXIT LIGHT WITH BATTERY BACKUP. REFLECTED CEILING. WIRES SHALL BE ATTACHED TO STRUCTURAL STEEL ONLY, WITH U.L. LISTED CLAMPS. DO NOT ATTACH SUPPORT WIRES TO MECHANICAL EQUIPMENT OR PIPING. SCREWS ARE NOT PERMITTED IN THE CEILING PLAN METAL DECKING. 9. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED. 10. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT, CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PROJECT MANAGER PRIOR TO INSTALLATION OF ACCESS PANELS. SHEET NUMBER: 11. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND SPECIFICATIONS. SHEET NOTES REFLECTED CEILING PLAN KEYNOTES REFLECTED CEILING PLAN LEGEND A3 e 1 ...._, _ _ . , . P-5 Crazy a DELIVERY BUZZER WALL MOUNTED P-5 WALL MOUNTED LIGHT FIXTURE MOUNTED MTD. AT 9'-0" SHELVING, SEE 5/A6.3 UNDER SHELF-SUPPLIED BY WALL MOUNTED WALL MOUNTED SHELVING, SEE 5/A6.3 TENANT & INSTALLED BY G.C. A.F.F. SHELVING, SEE 5/A6.3 P-5 SHELVING, SEE 5/A6.3 B.O. (E) CEILING cik IF ,� WALL MOUNTED _ -! P-5 � SHELVING, SEE 5/A6.3 — P-5 1 n -__ , n n p_5 P-5 TYP. P-5 P-5 TYP. TYP. gli(NI .. E0 1 TYP. � _ (2) QUAD OUTLETS (MOUNT I np TYP. �ABOVE MGR'S. DESK @ 6'-2" y!T III � 1 —•.- ---OW- —� -�""' , FIXED- ______, \ \ 11111Mill ____---A.F.F.) FOR DVD PLAYERS FIXED FIXED _....._ ®®:: � INSTALL 24" X 36" BULLETIN CORPORATION ----- - /' ``'----- BOARD ABOVE DESK/ UNDER �--- ) - j - 500 HOWARD STREET I AREA FOR I LIGHT FIXTURE \ \ P 5 SAN FRANCISCO, CALIFORNIA 94105 I ELECTRICAL I _ \ 1 ' r- ( i.- I PANES 30 PLUGMOLD MTD. TO \ler 1 WALL ABOVE MGRS DESK \ - -- - - - SUPL D & INSTLD BY G.C. 1— 0 L--\ i , II 1 - - - illill - - - 1 .,. Tee / o �FILE i I I - - - �� =-_ i I!_:!::EL! _ 1 1 v + A.F.F. _ . . �FFLL]`:.�,:= � • �i iii � �,a�x Yet FINISH FLOOR _ T MOBILE SHELVING ING B-3 _ OBE E B-3 P-5 B-3 B-3 B-3 B 3 3 B 3 B B 3 P5 B3 B3 B B 3 RECEPTACLE, TELEPHONE N DATA QUADRAPLEX ECE CLE ELE O E H Q U E TYP. TYP. (3'-0" W. x 8'-0" H. TYP. TYP. TYP. TYP. TYP. TYP. .=y`=,._:,;€=::,r_,,:..elii::fP:',1:, �-:= ,; i...;.:,-:_ ( - - s;== qin OUTLET AND (2)DUPLEX RECEPTACLES 6 O.C. MOBILE SHELVING =q :.=:;:y�a•a D 20 W. X 11 D. SHELF AT ) _ _ _�:,.e„r_ 3 0 W. x 8 0 H. �__�, + QUADRAPLEX RECEPTACLE AND TELEPHONE ( 20 A.F.F. BY G.C. — ”��� » x 1 6 TIP.D. T - A.F.F. _ - �" OUTLET (� 2 0 A B 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 fI 1/4"=1'-0" w N WI ELEVATION AT STOCK / MANAGER'S DESK 3 \ Z co g W rx Y Q 0 v2 t XU fI PAINT ABOVE AI TRIM p-i -I P-1 TYPICAL HANGING SYSTEM © - PAINT ABOVE -WOOD TRIM 3 WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE © WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE Ali WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE © 1 \ Q „ A6.4 TRIM P-1 PAINT p-1 A6.4 PAINT p-i „ TRIM P-1 A6.4 PAINT P-1 TRIM P-1 A6.4 PAINT p-1 TRIM p-1 A6.4 0 gLL 1 1-6 A.F.F. I. 11-6 A.F.F. W c Q B.O. CEILING • B.O. CEILING W I- C-1 . • C-1 P-1 P-1 g W aiu 9'-0" A.F.F. y h 9'-0" A.F.F. _ m - T. . TRIM , , - - - - I' , �;- - �_ - a g T.O. TRIM T.O. '�� t - 1 t I � • ( P-4 I i i = I Z Z i I 1 I I I I 1 1 I I 1 I O Z .2 I I— -� I I I I 1 Ii , O Q Itrik NIN E I I I 1 I O of p-4 c p4 �\ p_4 i p-4 I q P-4 1 P-4 P-4 P-4 P r o Z U- 4N Q T 0 0 / j j W t I I I 1 w (/) w � W E i / i , , i 0 0 A.F.F. I o e • It:- • - s -/ 0 0 F . 0 (4. ...11.0. . . iiiiimIll . . I I i I -. )1771 0 fii i LI-C3c) FI F FINISH FLOOR 2 B-1 TV ARMOIRE. REF: 6/A6.4 _ B_1 _ -PAINT DOOR & NISH FLOOR B-1 AI 2 SECTION B-1 B-1 B-1 2 SECTION © B-1 B-1 2 SECTION ��-' k o' am o 0 TYP. FLAT PANEL 1V r'P. FRAME p-i np ARMOIRE TYP. TYP. TYP. ARMOIRE TYP. TYP. ARMOIRE o o A6.4 � A6.1 A6.4 A6.4 A6.4 � � d- r7 CO cO SPEAKER �. N N 2 1/4"=11-0" REAR SALES WALL ELEVATION 5 SALES AREA ELEVATION 1/4"=1'-0" 2 Y _ I-- v-- O O_ cu 0 W I W v) Ct O to w I e EXIT SIGN CENTERED 0/ENTRY 1 X 3 WD. TRIM SUPL'D CO Q w T P- 1- BY TENANT & INSTL'D BY P-1 ,-SIGN READING THESE DOORS TO BY TENANT & INSTL'D BY 0 —I M (...) REMAIN OPEN DURING BUSINESS G.C.- PAINT P-1 O AI PAINT ABOVE - TYPICAL HANGING SYSTE WOOD TRIM- 3 PAINT ABOVE - TYPICAL HANGING SYSTE WOOD TRIM- PAINT ABOVE - TYPICAL HANGING SYSTE G.C.- PAINT P-1 HOURS..." CENTERED OVER ENTRY O- O0 U w A6.4 P-1 TRIM p-1 PAINT A6.4 P-1 TRIM p-1 PAINT A6.4 P-1 TRIM o O 1 i-6" A.F.F. di P-1 , 11-6" A.F.F. W UJ = 0 � B.O. CEILING Y \ ' - - B.O. CEILING u°, J o P-1 1 P_i // /� X 11 \� // // v, to to 0 E C-1 / / _ / / C-1 T 9'-0" A.F.F. I P-1 f • / \/ // ` / . 9 4 t .1 I %,_,, _ I _ i T.O. TRIM `c I t J I � I Lt 1 1 t � ! I I 1 1 t � 1 I e - - 1 X 3 WD. TRIM � P_1 d 1 I I I I I SUPL D BY TENANT 8 -0 A.F.F. " ,, 1 I - 11/16 CLR. & INSTL'D BY G.C.- e � QID t I 1 I ' I e e i I i ' B.O. SOFFIT �' ,_ ! G1�IV•c' = _ e I 1 1 I - I I I — I ; TEMPERED PAINT P-1 7-2, I I j I I I j I I i i I ,�, GLASS (IYP.) • o 11/16" CLR. TEMPERED • ' ' I I 1 I I I I 1 1 I I I I I 1 1 1 - GLASS MP.) ARLINGTON, TEXAS s' I [ [ P4 1 1 P-4 1 I ° I /' P-4r 1 1 P-4 I 1 ° I 1' P-4 1 ' P_4 ' P_4 ° IoM/cj ci_ty i i I 1 i . 1 i , 1 1 1 1 1 i 1 I 1 I 1 t I I p-1I I 1 I ! 1 I I I I I t 17:71 . 1 _ r. I -, h - - ;f — ■� — i i . INTERIOR TY c__ __ . 5� 075O; o t • 0'-0 1 2 SECTION - _ FIN FLOOR B_1 -- _ - - J _i _ FINISH FLOOR 2 B1 61 }— 2 ( 6 1 ) I � B1 2 B1 1 ( B2 IB2 ( B ELEVATIONS A6.4 ARMOIRE TYP. ?YP. A6.4 1 ARMOIRE TYP. TYP. TYP. ARMOIRE A6.4 NP• A61.1 TYP. 1 TYP. GLASS ENTRY DOORS - REFER TO DOOR SCHEDULE 4 1/2" CLR. TEMPERED GLASS (TYP.) SHEET NUMBER: 1/4"=1'-0" 1/4"=1'-0" SALES AREA ELEVATION 4 STOREFRONT INTERIOR ELEVATION 1 • 1 • . NOTE: G.C. SHALL PROVIDE AND INSTALL SIGNAGE COMPLYING W/ DETAIL 3/A6.3. CraZY a COORDINATE PLACEMENT IN FIELD. e 3/4" INDIVIDUALLY MOUNTED STOREFRONT 3/4" MDO BD. PAINT P-1 3/4 MDO BD. PAINT P-1 gyg13: D p p SIGN LEI I ERS CENTERED IN PANEL -WOOD CORNICE EQ SEE EQ. ! PAINT p-1 A5.2 y / A5.2 1 3/4" X 3/4" BLACK WOOD CORNICE / / PAINT CORNICE �, A5.4 PAINT p_1 ALUMINUM REVEAL BY -,r CORPORTION ! G.C. 500 HOWARD STREET I - I \ J SAN FRANCISCO, CALIFORNIA 94105 3/4" X 3/4" BLACK ALUMINUM REVEAL BY 1 G.C. // // \ // // / / :,_\---crazy 41:it •• / ° A5.3 �, _ 3 MDO AR 4 DO BO D PAINTED 1 / // // - 3/4" MDO BOARD Q / / / P 1 Ai PAINTED p_'�' P 1 711 N. FIELDER RD. A5.4 1" X 3" WD. TRIM °° 1/2" CLEAR SUPL D BY TENANT ARLINGTON, TX 76012 LEASE LINE— - TEMPERED GLASS - & INSTL'D BY G.C.- PH: (817) 635-5696 BUTT JOINT WITH PAINT P-1 o MAX. 1/8" GAP 1" X 3" WD. TRIM 3/4" MDO BOARD w N LL, BETWEEN PANELS SUPL D BY TENANT PAINTED p_1 CO Ivo 1" X 3" WD. TRIM- (NO SILICONE) & INSTL'D BY G.C.- M a SUPL'D BY TENANT PAINT P-1 Z � & INSTL'D BY G.C.- 3/4" MDO BOARD � Lv o to ./ W fj Q o PAIN P-1 PAINTED P-1 O � 0 0 I .� LEASE LINE H U I o o (I) V d `I ► STAINLESS STL. 3" H. VINYL LEI IERS ' - DOOR HANDLES SUPPLIED & INSTALLED EXISTING LANDLORD BY SIGN VENDOR ON REVEAL STRIP INSIDE FACE OF GLASS EQ. EQ.)fe/ / EXISTING LANDLORD crazy - crazy REVEAL STRIP 0 // // 11 _ // O g / / A5.4 I / / w Q - -- // t / - / %/ \ Vir)/ • o / / / ` I „ N Q \ \ --1_ �� I I I— �\ `t a s c3► 4" H. CERAMIC 1" X 3" WD. TRIM 11/16" CLEAR TEMPERED 4" H. CERAMIC -1/2" CLEAR TEMPERED GLASS 4" H. CERAMIC 1" X 3" WD. TRIM 11/16" CLEAR TEMPERED GLASS - Z TILE BASE g-2 SUPL'D BY TENANT GLASS - BUTT JOINT WITH TILE BASE B-2 ENTRY DOORS BY G.C. -REFER TILE BASE B-2 1 SUPL'D BY TENANT BUTT JOINT WITH MAX. 1/8" GAP CO v/ E F.! MAX.e TO DOOR SCHEDULE ' _ © C7 & INSTL'D BY G.C.- MAX 1/8 GAP BETWEEN 0 D00 SC ED A5.3 & INSTL D BY G.C. BETWEEN PANELS (NO SILICONE) � O Z N PAINT P-1 PANELS (NO SILICONE) PAINT P-1 M > I— - cvl O L� (9 co Z N < c — z � � 0 g �/� W 0) 111 Wi" Q QUs2 O CG WOOD TRIM INSTALLATION NOTES: O- y o� F' ago 1. 1 X 3 WOOD TRIM IS SUPPLIED BY TENANT PRIMED. G.C. TO INSTALL & TAPE & FLOAT ALL SEAMS. g o 0 0 ,_ 0 ANEW STOREFRONT DESIGN 2. G.C. TO PAINT WOOD TRIM WITH A SEMI-GLOSS PAINT AND SPRAY N to N co APPLICATION. N .:t- 1/2"=1'/0" `- STOREFRONT ELEVATION _ 2 L W - i U m - O O Q- O 0 DUST PROOF STRIKES (2) AT CLOSED A i -DISPLAY PLATFORM LAM-1 A POSITION AND (2) AT MAX. OPEN POSITION LINE OF BOX BEAM -DISPLAY PLATFORM LAM-1 W O I - I - LEASE LINE � ABOVE. REF: LEASE LINE - � � � Z 41111 LINE OF BOX A5 3 LINE OF SOFFIT ABOVE STRUCTURAL DRAWINGS. -''-� AI A5.3 ; EXISTING BEAM ABOVE. SHOWN DASHED A5.3 EXISTING � I A5.3 ¢ w DEMISING WALL REF: STRUCTURAL ---- N O.H. DEMISING WALL �,.__ -_r_ O.H. J o FC-2 r T 1 DRAWINGS. r 1 7 r IL r � � J..5 I- aM_• 0o °O U I-- I 4 _ 1 _ MALL TILE TO CL OF t.� ___- 1 _.M_�_��... .�_�a«__., �,_�,..�.�.�,:�.�.....�._s r.,��.W..I+� 1 � j � � cn ENTRY DOORS TO 00AM J v cn 1 N ( { N LEASELINE FC-1- I I o 00 � N .0 FC-1 . T-cNI-c- 0 1 \ ,N N N ! \%44\ i r" i ' r J 1 'immimidlik 1>• ' L-. , �. Lio - ORT ANA O;:I EXISTING LANDLORD - - 1 2" TEMP. GLASS l 1 » REVEALGSTRIP LORD �, REVEAL STRIP. 11/16" TEMP. •- / 1 11/16 TEMP. CA ARLINGTON, TEXAS ,,,:;) GLASS 6 LEASE LINE LINE OF CORNICE 6 GLASS A5.3 N A DASHED O.H. Ali A5.2 A5.2 LINE OF BOX BEAM A5.2 4 OF CO ABOVE. REF: O.H. STRUCTURAL DRAWINGS. 12" 2'-1 1/4" 5'-8 3/8" 1'-0" 8'-4" 1'-0" �5'-8 3/8" 2'-1 1/4" 12" / / / / / / / / STOREFRONT e e „ PLAN & 26'-0" LEASE LINE / 28 -0» / ELEVATION / / A SHEET NUMBER: N 1/2"=1'-O" � STOREFRO NT PLAN A5 . 1 ,fI V V _____________________ e LANDLORD NOTES: DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF crazy 8 THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND OR FROM THE PRIMARY ROOF STRUCTURE. NOTE: ALL STOREFRONT CONSTRUCTION MUST BE SUPPORTED FROM THE GROUND ONLY. SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST D D Q NOT BE CONNECTED TO ANY OF LANDLORD'S gwVil MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE D U PROTECTION CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 3/4" METAL EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD REVEAL BY G.C. TO REMAIN. TO REMAIN. � » AI METAL STUDS. REF: � �, STRUCTURADLSC'RAWINGS. —7/16 MDO BOARD A5.3 . STRUCTURAL DRAWINGS. 3/4" MDO BOARD - PAINT P-1 �_ - PAINT P-1 .�.......... t.......... 1 - 14'-0„ A.F.F. 1 t 14—0 A.F.F.I. LIGHT FIXTURE SEE \ ■ + + B.O. MALL BULKHEAD ��+ + ■ + +: •� ■ Adik REFLECTED CLG. PLAN. r� ■ + + � 1111M11 ■ - /I B.O. MALL BULKHEAD 12► A —A-- 3/4" MDO BD. ON 3 5 8" MTL. BOX BEAM. REF: ��...�.� /� IV - `D _ STUDS. — PAINT P-1 STRUCTURAL DRAWINGS \� �� ■ 711 N. FIELDER RD. BOX BEAM. REF: 111111kIll'-_ i ■ N E ■ 1 1/2 SOLID WOOD CORNICE STRU T RA DRAWINGS ■ ili , ► i ■ PAINT _ ARLINGTON TX 76012 C U L �.� � �...-.^►� `r _ 13 -0 1 4 A.F.F. ������ ��. ,� P 1 • .:......... .. ...I.....:...........:�.......-- -- : �` ; _ e METAL STUDS. REF: + + + + ■ -+- +_: - STRUCTURAL DRAWINGS. , + + + ■ + + I PH. (817) 635-5696 METAL STUDS. REF: �� T.O. GLASS - -- - ;` 3/4" TH. SOLID WOOD TRIM . STRUCTURAL DRAWINGS. % 1 1/2" SOLID WOOD CORNICE ■ PIECES - PAINT P-1 Ae PAINT p_1 ' ��,� ■ ■ BOX BEAM. REF: w ti N iti-i. ■ I STRUCTURAL DRAWINGS A m 3/4" TH. SOLID WOOD TRIM + + , m PIECES - PAINT p_1 ( 1" X 3" WD. TRIM SUPL'D + -3/4" MDO BOARD - PAINT P-1 z to g ( — BY TENANT & INSTLD BY ■ ■ NEON SIGN TRANSFORMER - G.C. TO INSTALL 6" 6" 6" 1'-2 5/8" GYP. BD. SOFFIT - PAINT P-6 ■ • ( G.C.- PAINT P_1 + —r - J-BOX, TOGGLE DISCONNECT SWITCH AS REQUIRED Y / +-+- I /I I FOR SIGN INSTALLATION, SEE ELEC. DWGS. O c�� 3/4" MDO BOARD ■ - ■ PAINT P-1 ■ i ■ A5.4 All Cti° 1" X 3" WD. TRIM SUPL'D ' % ............ 1 ■ �`'�"' ■ » " ' 1 %� I 2 ■ ■ 1 X 3 WD. TRIM SUPL D BY TENANT & INSTL D BY WALL MTD. EXIT LIGHT ■ � ■ A5.3 ____ ■ ■ G.C.- PAINT P_1 SEE LIGHTING PLAN FOR ■ ■ ■ • BY TENANT & INSTL'D BY ADDITIONAL INFORMATION I / -- ■ - I ; --- � ■ G.C.- PAINT P-1 5/8" GYP. BD. SOFFIT ,� " ■ + + ■ + +7-1 I ■ + + ■ , PAINT P-6 10 -0 A.F.F. 1 X 3 WD. TRIM SUPL D --+- ■ 10-0 A.F.F. -- -- - - $ BY TENANT & INSTL'D T:3 I ■ CI ■ SOFF__ _ ;4•w r MOPAINT P-1 Q tu) 3/4" MDO BOARD Q. EQ. LIGHT FIXTURE - SEE REFLECTED CEILING oi( / / PLAN. I 2 -0 1/4 1'-0" 2 1/4 4'-2 1/2"/2" OF ENTRY DOORS Z N / � H — N 7____ -Th A c, 0 (9 . . z N zo < W e 1- g - .2 i 4* cis t 0 Ct ► Zil U ° • • 1" X 3" WD. TRIM SUPL'D z J E BY TENANT & INSTL'D BY ' ° - CD ° o 0 a O O U, G.C. PAINT GLASS ENTRY DOORS -REFER w o w TO DOOR SCHEDULE i N N cO Q ° -. ___I CLR. TEMP. GLAZING Q Lii P-1 I .%- / v) d (n ° m 1" X 3" WD. TRIM SUPL'D -' ° "CRAZY 8" LOGO ADHERED U .�. °� TO INSIDE OF GLASS - _ 1- m BY TENANT & INSTL'D BY E --c ,`1 M G.C.- PAINT P-1 _ _ O 4. SUPPLIED & INSTL'D BY 0 z o 0_ O i i a IN MA x -• -.. 1" X 3" WD. TRIM SUPL'D a 3/4" MDO BOARD 1/2" CLR. TEMP. GLAZING > I BEYOND , BY TENANT & INSTL'D BY iw O PAINT p_1 i i G.C.- PAINT P-1 m :12 ziLn O � w -� LEASE LINE Q w M 3>- -� O LEASE LINE � c� � • ` 1/2" CLR. TEMP. GLAZING O O F- O c-' W O0 IA_ iw : : o A I I V 2'-5 7/8" " 6" N V) V) J U N / /f / `n • I 3/4" MDO BOARD I DISPLAY PLATFORM FINISHED LAM-1 ON 1/2 PLYWOOD PAINT p-1 . '• _' ec. -• 141k // 1" X 3" WD. TRIM SUPL'D ,► BY TENANT & INSTL'D BY i * •• AN®MO G.C.- PAINT p-1 MORGAN mu .r 10 I p_1 - 1 • A5.3 ARLINGTON TEXAS t.,. .......,.� ■ I 3/4" MDO BOARD - PAINT P-1 A5.3 / r SALES AREA WOOD ■ v 1 , ry BASE g_1 ■ =- - —_ y # ..........'I -� + + I I + + :fir. I ■ �-, + + ■ ■ --I-.1l ■ I • - OR V) ■ i ■ ■ p ■ �1 ■ ■ • ■ ■ ■ I ■ ■ • ■ ■ ■ ■ \ \ ■ ` , i + o'-0" A.F.F. ( _ + o -o A.F.F. STOREFRONT • .........:� �in...... ...r �- • j - FINISH FLOOR FINISH FLOOR ••••••••• SECTIONS 4" H. CERAMIC TILE BASE METAL STUDS. REF: 4" H. CERAMIC TILE BASE B-2 4" H. CERAMIC TILE I BASE B-2 ON 1/2" 8 STRUCTURAL DRAWINGS. ' VINYL WD. FLOOR FC-2 MALL FLOORING TO OF / BASE B-2 BACKER BOARD A5.3 A5.3 ENTRY DOORS FC-1 SHEET NUMBER: SECTION AT WINDOW 2 SECTION AT ENTRY 1 A5 • 2 5/8" GYP. BD. MDO SPEC: MDO SPEC: MDO SPEC: A 7/16" MDO BOARD PAINT p-1 PAINTED P-6 OVER MEDIUM DENSITY OVERLAY, BB GROUP MEDIUM DENSITY OVERLAY, BB GROUP MEDIUM DENSITY OVERLAY, BB GROUP / 6 3/4'' , Crazy 3 5/8'' METAL STUDS 1 (DOUGLAS FIR), APA TRADEMARKED 1 (DOUGLAS FIR), APA TRADEMARKED A 1 (DOUGLAS FIR), APA TRADEMARKED METAL STUDS. REF: 3/4" MDO BOARD @ 16" 0.C. -■-• -■- -■-• -:- . STRUCTURAL DRAWINGS PAINT P-1 -:- -:- + -:- -.1 METAL STUDS. REF: LINE OF BOX BEAM. , STRUCTURAL DRAWINGS 14'-0" A.F.F. Aik A DRAWINGS 2 \ INF B.O. GYP. BD. SOFFIT 7,,, / 3 5/8" METAL / / B.O. MALL BULKHEAD vtj L . STUDS @ 16" O.C. F.R.T. BLOCKING AS I I • 7/8" METAL FURRING 3/4" MDO BOARD 1 X 3 WD. TRIM SUPL'D REQUIRED PAINT P-1 CHANNELS 1/2" CLEAR TEMP. 1 BY TENANT 8c INSTL'D BY F.R.T. BLOCKING -+ G.C.- PAINT P-1 AS REQUIRED 3/4" MDO BOARD I A mETAL si-u[Th 1 1 - \\ _ --1.... 1L/N8E" 1 1 RiwN 1 ,:, 0 0 LI PAINT P-1 IIII STFAL DRAMS 3/4" MDO BOARD 1 1 ' MDO SPEC: PAINTED P-1 OVER 1 1 1 , A 1/8" GAP OGFAPBOX BEAM. MEDIUM DENSITY OVERLAY, BB GROUP :AF:SSTRUCTURAL 1 (DOUGLAS FIR), APA TRADEMARKED CORPORATION FIRE RETARDANT LINE OF SOFFIT BEYOND LV\ 7/8" MTL. FURRING 1 X 3 WD. TRIM SUPL'D 1 1 (17rFCLEAR TEMP. ' DRAWINGS oL-, 1 CHANNELS OVER 3 5/8" BY TENANT 8c INSTL'D BY 7 -+- -+- r----1 3/4" 1 1 GLASS A WOOD BLKG. 500 HOWARD STREET MDO BOARD PAINTED P-1 METAL STUDS @ 16 rt ,"'Ara 7-0s0- hipwawingessmaismswit wIaliglIPII A SAN FRANCISCO, CALIFORNIA 94105 OVER - 10'-0" A.F.F. / SOFFIT LIN/t. _ ...... alifl \\ 11 I Yr — F.R.T. BLOCKING -:- -:- + -- (k 1 41 REMOVED i ■ 1 $ ENTRY SOFFIT / - I. 1N 'CD 1/2" SOLID WOOD BLKG. - PAINT P-1 3/4'1 AS REQUIRED 1 1 -- - -1- - Al 1 X 3 WD. TRIM SUPL'D . r 10'-0" A.F.F.dk 3/4" MDO BOARD \ • I P. BY TENANT & INSTL'D BY \7, ---•■AO B.O. MDO SOFFIT IV PAINT P-1 - , LI --- , - - _ - , --- FIILI. 13'-0 1/4" A.F.F.AL G.C.- PAINT P-1 ATAre"./i% /NM"N'A.- . \ cNI co I ■/MS VAIIIIIIrall=11111 rer-ffit. _ T.O. GLASS IV 1 1 X 3 WD. TRIM SUPL'D GLASS ENTRY DOORS --:: P3A/I4N"T MDO BOARD Z_2 / 5/8" GYP. BD. 3/4" TH. PAINT GRADE BY TENANT & INSTL'D -REFER TO DOOR POPLAR WD. TRIM BY BY G.C.- PAINT P-1 SCHEDULE \ PAINT p_6 3/4" TH. PAINT GRADE 1 X 3 WD. TRIM G.C.- PAINT P-1 POPLAR WD. TRIM - PAINT P-1 BEYOND SUPL'D 3" WD. TRIM SUPL'D 1" X 1 1/2" ALUM. MITER OUTSIDE CORNERS ("TYP.) \7 LEASE LINE 1" X 1 1/2" ALUM. GLAZING 3/4" MDO BOARD TENANT & INSTL'D BY BY TENANT & INSTL'D BY GLAZING CHANNEL MITER OUTSIDE CORNERS (TYP) CHANNEL POWDER COAT TO 3/4" TH. PAINT GRADE POPLAR BEYOND PAINT p-i G.C. PAINT P-1 PAINT P 1 /--Ne"--,00.--\ LINE OF CORNICE ABOVE POWDER COAT TO MATCH P-1 MATCH p_i WD. TRIM BY G.C. - PAINT P-1 BOX COLUMN. REF: MITER OUTSIDE CORNERS (TYP.) 3/4" TH. PAINT GRADE 711 N. FIELDER RD. I 1/2" CLEAR TEMPERED GLASS 2'''JL, BLACK NEOPRENE WD. TRIM SUPL'D BY A STRUCTURAL DRAWINGS BLACK NEOPRENE I / 2 6 POPLAR WD. TRIM BY 1'-0" TENANT & INSTL'D BY 1" X 3" WD. TRIM SUPL'D 11/16" CLEAR TEMPERED GLASS , / G.C. -PAINT P-1 ARLINGTON, TX 76012 A / / A G.C.- PAINT P-1 3/4 MDO BOARD PAINT p-i 1'-o" , BY TENANT & INSTLD BY G.C.- PAINT p__1 A PH: (817) 635-5696 1 1/2"=V-0" 3"=1S-0" 1 1/2"=1I-0" 3.,=1.4).. n , NI RECESSED ENTRY SOFFIT SECTION 12) i ENTRY DOOR HEAD DETAIL 9 ENTRY COLUMN DETAIL 6 BULKHEAD DETAIL co mr- _ . . - m ti– z to FIRE RETARDANT w MDO SPEC: WOOD BLKG. ej< 0 0 2 MEDIUM DENSITY OVERLAY, BB GROUP BOX COLUMN. REF: I- 1 (DOUGLAS FIR), APA TRADEMARKED STRUCTURAL DRAWINGS V) X C) LINE OF BOX BEAM. PLASTIC LAMINATE LAM-1 ON REF: STRUCTURAL 1/2" PLYWOOD - LAMINATE ri: 711(i DRAWINGS A TO BE INSTALLED W/O SEAMS I 1 3/4" FIRE RETARDANT III PLYWOOD ON 3 5/8" 20 , METAL STUDS. REF: . , ci GA. MTL. STUDS @ 16" 1° STRUCTURAL DRAWINGS 1 . 5/8 GYP. BD. < '-- g LI- PAINT P-1 i) Li... O.C. \ . 1/8" GAP A LL U.! _A■ p / / , / / / EXISTING DEMISING I 11/16" CLEAR SOFFIT < C4 < g CO WALL TEMP. GLASS A LINE D n 1 I IL , ,, REMOVED a a ___,___ __,__ , ----- — cn 1 CO z 1 1 LEASE LINE ...-1 40 --r- -1-- SALES AREA WOOD BASE ■I I • // \\___. PAINT P-1 IL.7/ RINDE OF BOX BEAM. l= < 0 0 cel 'ID SUPL'D BY TENANT & I REF: STRUCTURAL DRAWINGS C2 Z Lici Z v...° ,.:4 Z N -I I NSTL'D BY G.C. B-1 >11111 \ 0 ) METAL STUDS. REF: STRUCTURAL DRAWINGS NEW NEUTRAL PIER 5/8" MDO BOAL A i_c_, - x 0 z6 0 1! A BY LANDLORD 3/4" X 3/4" BLACK ALUM. 1.1..1 --) I 4t is U) Ili W Ce W < ;,;() .,,t_ REVEAL BY G.C. I 3/4 BOARD 0 , I CC PAINT P-1 0 IL 4- 52 ■!' 1" X 3" WD. TRIM SUPL'D a_ \ \ — BY TENANT & INSTL'D BY l'-0" F"--- LEASE LINE G.C.- PAINT P-1 / / W c) a) a) o - NI- re) CD CO C•1 N C•1 Ni- A. „ NOT USED - 11 DISPLAY PLATFORM DETAIL 1 1/2"=1I0" 8 NEUTRAL PIER DETAIL 1 1/2"=V0" 5 NOT USED - El L (f) 8 NI- -- - . . . = I-- 1-- MDO SPEC: x 0 MEDIUM DENSITY OVERLAY, BB GROUP Th- 0 -... GLASS ENTRY DOORS 1 (DOUGLAS FIR), APA TRADEMARKED 0 -.., (-7) al MDO SPEC: .,- ....._, -REFER TO DOOR I MEDIUM DENSITY OVERLAY, BB GROUP A 2 6 I-LI 0 ° v) SCHEDULE / / ill I-1-1 CC I I-- BOX COLUMN. REF: 1 (DOUGLAS FIR), APA TRADEMARKED CC a. v) = SALES AREA FLOORING FC-2 STRUCTURAL 11/16" CLEAR TEMPERED GLASS - ------LEASE LINE M < M M OVER MANUF. APPROVED DRAWINGS 1" X 3" WD. TRIM SUPL'D M w M LEVELING COMPOUND AS A 1,_0- _ BY TENANT 86 INSTL'D BY PLASTIC LAMINATE LAM 1 BLACK NEOPRENE >- __I M 0 R EQ'D TO ALIGN W/ MALI_ MITER OUTSIDE / 1' G.C.- PAINT p-1 ON 1/2" PLYWOOD 3/4" TH. PAINT GRADE 0 L0 w FLOORING. CORNERS (TYP.) POPLAR WD. TRIM - PAINT P-1 i- 0 3/4" MDO BOARD 3/4" FIRE RETARDANT c) .3 I-.NI CENTER LINE OF ENTRY PAINT P-1 A PLYWOOD ON 3 5/8" 20 1" X 1" ALUM. GLAZING CHANNEL 1..LI LiJ — tii M M 0 DOORS LINE OF BOX BEAM. POWDER COAT TO MATCH P-1 D V) V) REF: STRUCTURAL it GA. MTL. STUDS @ 16" . co DRAWINGS 1/2" CLEAR TEMP. GLASS . O.C. `-- MITER OUTSIDE CORNERS MP.) PROVIDE NEW MALL TILE FC-1 A _ TO CENTERLINE OF GLASS \ \ ...a. AP ENTRY DOORS TO LEASE ore.. row iv %Kew_ . . 1 ........ „, ....--mil lasso ..--....0 -1" X 3" WD. TRIM SUPL'D (Ce*f-D LINE 1 r 12 BY TENANT & INSTCD BY 3/4" MDO BOARD " fr/ 6 G.C.- PAINT P-1 PAINT P-1 d1 1 ABOVE LIJ •4- --.1-- a 4. ALIGN Ill ! \5 1 1 3/4" MDO BOARD MINII■lailiiii I I 1 X 3" W . TRIM SUPL'D 11 '5.4 I LLI 1 1 I PAINT P-1 BY TENANT & INSTCD BY - to ARLING•cON,-TEXASco; 'cl .." CD 1,14,6 1 K_____2 I + C-0" A.F.F.cik BY TENANT & INSTL D BY G.C.- PAINT p-i , ,IONNIMMMINEWNEMIMMOI BELOW 1" X 3" WD. TRIM SUPL'D 1 OF OW" _ , FINISH FLOOR 1-1 ■ vs-...rda=or ■11 tw . \ \ . . , • -• • _ ,„ ..,,, ,... ..,. ,;,; r-, r , i 1/8" GAP ,,.......__"_,-..... , -.0 G.C.- PAINT P-1 MEAL STUDS. REF: /A .(i , / 1 .41144 STRUCTURAL DRAWINGS A , LI < LINE OF DISPLAY : METAL STUDS. REF: ÷ .6 (E) CONCRETE SLAB PLATFORM 1 STRUCTURAL DRAWINGS STOREFRONT , ‹ A 4 3/4 MDO BOARD , ' , ' , , A A -ALIGN FACE OF TILE WITH FACE OF WOOD TRIM ..d SCHLUETER STRIP PAINT P-1 1 , • ' imilli 41) -,t- DETAILS ‹ , zA -...-- 4 LINE OF BOX BEAM. OM MI ,A .. ______, < A 1111111111111111111■- .......■=■■■■ REF: STRUCTURAL i NI A \ \ ------ CERAMIC TILE BASE B-2 DRAWINGS ABOVE) A A j,2"), 1/2" CLEAR TEMP. GLASS BACKER BOARD (TILE IS SUPPLIED BY TENANT & INSTALLED BY G.C. SHEET NUMBER: 6"=1'-0" 1 1/2"=1'-0" - 3"=1'-0" FLOOR TRANSITION DETAIL AT ENTRY 10 ENTRY COLUMN DETAIL 7 . NOT USED 4 BASE DETAIL AT DISPLAY PLATFORM 1 A5 • 3 . ,:4, MORGAN ------- - - - ----------- - ------------- MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED Crazy a -! METAL STUDS. REF: STRUCTURAL DRAWINGS F.R.T BLOCKING AS 3/4" MDO BOARD - REQUIRED PAINT p-1 7/8" METAL FURRING F.R.T BLOCKING AS - CHANNELS REQUIRED gwN1 : [-, 00 1 X 3 WD. TRIM SUPL'D ± BY TENANT & INSTL'D BY �. _ . -+- -+- CORPORATION G.C.- PAINT p-1 // � i y E 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 10'-0» A.F.F. 'n T.O. GLASS 3/4" MDO BOARD PAINT p-1 - 3/4" MDO BOARD PAINT p-1 BLACK NEOPRENE 1" X 1 1/2" ALUM. GLAZING CHANNEL 1/2" CLEAR TEMP. POWDER COAT TO GLASS MATCH p_1 6" 6" / / / 711 N. FIELDER RD. i GLAZING ARLINGTON, TX 76012 A PH: (817) 635-5696 STOREFRONT SIDE LITE HEAD DTL. Ell NOT USED _ 9 NOT USED _ 6 NOT USED - 3 m -� 3/4" MDO BOARD - PAINT P-1 Z CENTER LINE OF GLASS Lv AND ENTRY DOORS If ° w YQ tir_ �� p Wie SALES AREA FLOORING FC-2 %// 3/4" TH. SOLID WOOD TRIM to 5U ,�I PIECES - PAINT P-1 OVER MANUF. APPROVED BOX BEAM. REF: i i/ LEVELING COMPOUND AS REQ'D TO ALIGN W/ MALL STRUCTURAL DRAWINGS. I! O� 1" X 3" WD. TRIM SUPL'D i� 0� , FLOORING. - gol, i BY TENANT & INSTL'D BY co G.C.- PAINT p-1 --� 11/16" CLEAR TEMPERED _H _I_\\\ _1_ GLASS » \ ■ \\ -_-_;- 3/4" MDO BOARD - PAINT P-1 0 i \ 4 H. STAINLESS STEEL METAL STUDS. REF: STRUCTURAL Q A BASE ATTACHED TO SLAB e w Q re gu_ a. W/ PHILLIPS FLATHEAD DRAWI;GS. < �I f 1°� le TAPCON CONCRETE SCREW \ c 114 & PLYWD. FASCIA WITH SAME L-' Q 5 glif3 PROVIDE NEW MALL TILE FC-1 ilior-,- -, i 3,, FINISH AS LEIIER. TO CENTERLINE OF ENTRY e d a co DOORS TO LEASE LINE. ALUMINUM CAN LEI IERS PAINTED Z GREEN SECURED THROUGH MDO Z /7 c\ -- BOARD BACK TO PLYWD. SHTG. E I- W >1" 1-- .-0 ZN J l I' + O'-0" A.F.F.A ELECTRODES, SIGN PK HOUSING AS - O I 1.., FINISH FLOOR REQUIRED PER LOCAL CODE. z o Q re c" 12 MMN WHITE NEON TUBES Q a a �� U EW � o 1..,0)a a (E) CONCRETE SLAB // W N w ti a a i! NEON TUBE SUPPORT p Q Q N Q D o .d h SIGN TRANSFORMER INSTALL 6 a- Cl) as H a o a a Q TO J-BOX w a a A J-BOX BY G.C. a o o I LEASE LINE ° e AA \ N WA►'�: .. 3/4» MDO BD. - PAINT P-1 6"=1'-0" - - 1 1/2"= 1'-0" cn STOREFRONT SIDE LITE BASE DTL. _ NOT USED _ 8 NOT USED _ 5 STOREFRONT SIGN SECTION _ 2 �. W - r 0 ~ ‘- z o o � o � J Q W o aC v) 6'-9 1/2" O ao a_ W z / / :E a w M CD .I 0 r \ O O 0 w F C) 0 t;w : U Q d- N . xg-Fr) 44' n F 0 dz. yr '1i- .` LAND MORGAN M cA ARLINGTON,TEXAS 6' Aft '-i.v0e.- -0..› c A5.4 OF r, '� NOTES : 1. ALUMINUM TO BE 11 3/4" H. REVERSE CHANNEL LL I I ERS W/ COLOR GREEN. ALUMINUM STOREFRONT LEVERS TO BE PAINTED GREEN. BARRICADE & 2. SIGN LEI I ERS SUPPLIED AND INSTALLED (AT SITE) BY SIGN VENDOR. SIGN DETAILS A SHEET NUMBER: NOT USED - 7 STOREFRONT SIGN ELEVATION 1..=1.-0 1 A5 • 4 E