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Specifications (2) 3/4/2009 RECEIVED MAR 1 3 2009 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR GAP (WASHINGTON SQUARE) #2805 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 J r/" k ` N G INC. ,, `�'c� c4' 164.'PE ORE ,� g DESIGN LOADS: SHELVES: 24 LBS /4 FT = 6 PLF (EXPia.APON DATE; MERCHANDISE: 60 LBS /4 FT= 15 PLF STANDARDS: 10 LBS MAR 04 2009 DESIGN BUILDING CODES: INTERNATIONAL BUILDING CODE 2007 AND ASCE 7 -05 City of Tigard •.rov-d Plans :a _ Date ) q.- U Liottil-dt. BLA PROJECT NO.: 208067 OFFICE COPY lk BARRY LEVIN & ASSOCIATES, Inc. . STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago SHEET No. �l • 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE &JT 'D - JOB NAME P 0 I (kA' \AJAurt & COMPUTED BY — _., SUBJECT CHECKED BY 1 7 11V•C •clIot C0o /4 I r 1 c a '`t S -c 10 Psitk,--LuEs (G)(41-(6 is) zfro 10 Fob. �+vr -CWvS i PLP=`C WAktdk._ - f i G M.0 M j D st.Ap Po12St S T Ass4Z DS t ►� + 9)020 + C. 4 C 2 C c j 4, = ,04 W- 12 `D--'274.25\7-11,5-.^1- M -(r2)(11.4-) '�,��"� -2.o lr -tom 1i.1 - 9 � r ' BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 SHEET NO 02- Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE OCZ 0$ JOB NAME 25112 P I/3A11— COMPUTED BY Vie SUBJECT I -A7-02 D5ti6i4 - .% MI C. CHECKED BY - - $ t ON ISC 6 aq McE - 7-6s 7 ggiA'"iE 3 = /5o S, = sire = Q . IgOKTPrKE Fitc.rak - is 6N1 F I D writ 10/ gHHiR PANEls 3F I'LL aria' ' s7Z?zL!' ! , R = 2 -,5 . �'S,, - (Id) (iLS) _ ')-6S 65 smi - (i )(.o) ), S • SDS = 3 (h6 s - r)l - 3 6' 1 1 . Erh6 SI R , V = ' (Id) vJ a�s 0 55 Ohl - • r BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 SHEET NO. (7 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE OCT. ' Og . JOB NAME COMPUTED BY - - SUBJECT M °F 60 4 gE1Siti IC CHECKED BY bi, -rcizA1. ® M 770 Fghli°40 G AsO'& W 47D • !V 0 + (1.0 + a g -4- e,0) (1 (5') + (s.o)(z- `)(I$' ) 430 41 + P73 + 30'0 =963 V = 0,55 (q63 k) = 4 .17 r it taro s rte 5E1.60 , W 47-D A + cO - + (1 - ) (I.3! , ' X O ) l (50 ).O3 'XT = 430 Itt + 58 4 ! OV - 5g$ _ _ . V = 0,s (�� = 34 _ seismic gap - tigard, or Conterminous 48 States 2006 International Budding Code Latitude = 45.45 Longitude = -1 22.781 • Spectral Response Accelerations Ss and 5 I Ss and S I = Mapped Spectral Acceleration Values Site Class B - Fa = I .0 ,Fv = I .0 Data are based on a 0.05 deg grid spacing Period 5a (sec) (g) 0.2 0.948 (Ss, Site Class 5) I .0 0.341 (5 I , Site Class 5) Conterminous 48 States 2006 International Building Code Latitude = 45.45 Longitude = - 1 22.78 I Spectral Response Accelerations SMs and 5M I SMs = fa x Ss and 5M 1 = Fv x 5 1 Site Class B - Pa = I .0 ,Fv = I .0 Period Sa (sec) (g) 0.2 0.948 (SMs, Site Class 5) I .0 0.34 I (SM I , Site Class 5) Conterminous 48 States 2006 International Building Code Latitude = 45.45 Longitude = - 1 22.781 Design Spectral Response Accelerations SDs and SD I SDs = 2/3 x SMs and SD I = 2/3 x 5M I Site Class B - Fa = I .0 ,Fv = I .0 Period 5a (sec) (g) X 0.2 0.632 (SDs, Site Class 5) • I .0 0.227 (SDI , Site Class B) Page I r I - i -- - -1 ' - ! ! I i 1 . , I ! i'_I -r i - BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS ' - Atlanta • Los Angeles • New York • Chicago SHEET NO . • 188 Industrial Drive • • Suite 116 • • Elmhurst, Illinois 60126 JOB NO. 2 U onto 1 Phone 630.530.8181 • Fax 630.530.8197 • www.BarryLevin.com �,a� DATE �f 1 i / JOB NAME ( 71'� k COMPUTED BY /01 1 SUBJECT !h! � E--P1Z N\41 ✓t Q fr lc - CHECKED BY \.JA c, Nr � ? Ca (.n } 4.amt.1 kyr 1.0 Cs!=. -c. 1(3 J 13, , v s,a Cr�,c� z ) CI +z) 2.5 ect -i = c j,. C %5 :-E ( =I ya 1 '102 `t C.-w - 0 RAL.11-.i C.c., 1 4 \1F 1 G car.f7� E c...41 0 6 ' M _fl'?' „ ° U1r t S . tit, E .._ - 5- =/" L ," " P qc—__0 NJ ca. 1,1 ,,i5 i" orz- i > G = c r r`r = 0 , 2_2 4 v ( T t M L TT,-) z 5 .4k' -ru-n c - - - t-t'�{ = �( s . -5 7 cep > o 0l L f E-•k t Ec. _ `>�� tt1,c 1 . r-0 s 3 - 1 °�` - • Tapcon® Concrete Screws Technical Specifications - Concrete Faste... http:// www .concretefasteners.com/anchors- fasteners /tapcon- screw /te... No .4.. t Enter Search ;reU• - Welcome Guest Login a k, y `. _ CONCRETE ANCHORS & FASTENERS ABOUT CONCRETEFASTENERS COM • a; Items in Cart Total e? 's.:. FASTENER SELECTION GUIDE CUSTOMER SERVICE 0 $0.00 4+ � 4 , APPLICATION/USAGE GUIDELINES CONTACT US view my cart • Tapcon® Concrete Screws Same Day Shipment, Satisfaction Guaranteed 1 1.800 966.9617 *We pay the freight on all orders over $1000.00' Tapcon® Concrete Screws Overview Technical Specifications Installation -Video Technical Specifications There are numerous technical specifications that must be considered when using Tapcon screws These concrete screws come in Frequently Asked Questions a range of lengths, ranging from 1 1/4" to 6 inches Tapcons® can be embedded in many different depths and are available in two different anchor head styles - flat or hex Depending on the specifications needed, you will find the right fastener for any lob Product Sizes & Pricing Purchase Tapcon® Concrete Screws Standard - Stalguard Plated Tapcon Concrete Screw Return to Main Products Page ULTIMATE HOLDING VALUES' Questions about purchasing online? Please Anchor Anchor 3320 PSI 1500 PSI Hollow feel free to call us at 1 800 966 9617 Diameter Length Depth Of Pull -Out Concrete Pull -Out Block Shear Inches Inches Drill Bit Embed. Lbs. Shear Lbs. Lbs. Lbs. Head Style View our return policy 3116 1 -1/4 5/32 1 480 823 Flat or Flex VI 1 -3/4 1 -114 756 829 520 938 Flat or Hex Don't Forget to j 2-1/4 1-1/2 856 1022 ,�. r y Astor Hex _ Buy Drill Bits 2 -3/4 1 -3/4 11`4 1075 Flat or Hex ` VSn the technical - - - - -- -- - - - -- - -- -- --- - --- -- - specifications page and 3 - 1/4 Flat or Hex make sure you have the nght 1 - - -- -- - - -- - - - - - -- -- - I; drill bit for your lob If 3-3/4 Flat or Hex k not, yew our CproideBits and , -_- -_ __ -- - -- - -- order now - -- - — --- -- - - -- -- - I 4 Flat or Hex 1/4 1 -1/4 3/16 1 936 1479 Flat or Hex 1 -3/4 1 -1/4 1140 1879 873 1590 Flat or Hex 2 -1/4 1 -1/2 1480 1859 Flat or Hex 2 -3/4 1 -3/4 1932 1901 Flat or Hex 3-1/4 Flat or Hex 3-3/4 Flat or Hex 4 Flat or Hex 5 Flat or Hex 6 Flat or Hex Crete -Flex - Stainless Steel Tapcon Concrete Screws ULTIMATE HOLDING VALUES' Anchor Anchor 3350 PSI 2070 PSI Hollow Diameter Length Drill Bit Bit Depth Of Pull -Out Concrete Pull -Out Block Shear Head Style Inches Inches Embed Lbs. Shear Lbs. Lbs. Lbs. 1 1/4 1 -1/4 234 1 762 Flat or Hex 1 -3/4 1 -1/4 780 424 Flat or Hex 2 - 1/4 1 - 3/4 2505 2591 Flat or Hex 2 -3/4 2 2729 Flat or Hex 3-1/4 Flat or Hex 3 -3/4 Flat or Hex 4 Flat or Hex 1 of 2 2/19/2009 1:58 PM T lk BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago SHEET NO. 6 7 • 188 Industrial Drive • Suite 116 • Elmhurst, Illinois 60126 JOB NO Phone 630.530.8181 • Fax 630.530.8197 • www.BarryLevin.com • DATE 3/ 445 - JOB NAME 6,a-P INA 411 ki (NI 2 7'62. COMPUTED BY SUBJECT hkr t R. I pay - erl- 4"-r, IA/ s CHECKED BY ¢r5c'1 tzfrp 1 42— a--F 11 /t 011_43360 4-2 tr-oq itt - 4 • 42, ----> 1 1 o 42 1/0.Lo -2 3Ck: ) 21.1. r 42; 01/4" if' - 412 ( -6 cs ////e-f g:Nr. cy_ou ev;t4zi /az, (Jse- A 7714<--er:91 _ _ _ skiksm_ c 6-1—S X ti (1A)0( ST cks : 71 wifs\LL—) 0 7, F0 -1 "- F1 ) c "2?) - - \AY- i=ot) 14.3 e - - - i ter- -t3A- OE W P-UL- - - UsL , 14 5� H X 1 =4\1 0,c, Me/ The_7 0 cle,f6e4vie ZO 1"/ c Aim / Ii E 6ithe.64::: , N ' 414 ° 3 1 rfri- tr z_ (1 ) _7y 7 .v J k_ F +tfo tAio - - - - elar-k-este-:com � 2001 North American Specification w12004 Supplement ASD DATE: 3/4/2009 GAP - WA SQ ( #2805) SECTION DESIGNATION: 3625137 -33 Single INPUT PROPERTIES: Web Height = 3.625 in Steel Thickness = 0.0346 in Top Flange = 1.375 in Inside Corner Radius = 0.0765 in Bottom Flange = 1.375 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.375 in Fy With Cold -Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4 000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Lateral Load = 20.2 psf Load Multiplier for Strength Checks = 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN • STUD DEFLECTION LIMIT SPACING L/120 L/240 L/360 12 in 12'3" 11'7" 10'1" 16 in 10' 7" 10' 6" 9' 2" 24 in 8' 2" l 8' 2" [ 8' 0" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). • • • -v � -elan este> rcor U� cw 2001 North American Specification w/2004 Supplement ASD DATE: 3/4/2009 GAP - WA SQ ( #2805) SECTION DESIGNATION: 362S162-54 Single INPUT PROPERTIES: Web Height = 3.625 in Steel Thickness = 0.0566 in Top Flange = 1.625 in Inside Corner Radius = 0.0849 in Bottom Flange = 1.625 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4 000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Lateral Load = 20.2 psf Load Multiplier for Strength Checks = 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING U120 U240 L/360 12 in 17' 5" 14' 1" 12' 4" 16 in 15'1" 12'10" 11'2" 24 in 12'4" 172" 9'9" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). f• General Construction Fastening Systems :, _ ,-�5 , ' 3.2.2 General Application Fasteners 10 3.2.2.2 Material Specifications -� Fastener Fastener Fastener Steel Washer or Washer or 1 The 5 pm zinc coating is in accordance with ASTM C.). ,r (( ; s Designation Material Plating Clip Material Clip Platingt. B 633, SC 1, Type III.' i X -U Carbon Steel 5 pm Zinc Carbon Steel 5 pm Zinc 2 Most fasteners have a plastic washer for guidance ' DS /EDS Carbon Steel 5 pm Zinc N/A N/A when installing. Not all fastener lengths have a pre - X-ZF Carbon Steel 5 pm Zinc - Carbon Steel 5 pm Zinc mounted steel washer. Refer to Section 3.2.2.4 for - X -CR SAE 316 N/A SAE 316 N/A more information on available fasteners + X- GN/X- GHP/X -EGN Carbon Steel 5 pm Zinc N/A N/A 3. The X -CR fastener material is a proprietary material, X -DNI Carbon Steel 5 pm Zinc Carbon Steel 5 pm Zinc which provides a corrosion resistance equivalent to ' X -EDNI Carbon Steel 5 pm Zinc N/A N/A SAE 316 stainless steel. The steel washer material is X -AL -H Carbon Steel 5 pm Zinc N/A N/A SAE 316 stainless steel X- NK/ENK Carbon Steel 5 pm Zinc Carbon Steel 5 pm Zinc SL Forming Nail Carbon Steel 5 pm Zinc N/A . N/A ' BC ZF Carbon Steel 5 pm Zinc Carbon Steel 5 pm Zinc , . 3.2.2.3 Technical Data Allowable Loads in Normal Weight Concrete 1, 4 • Shank Min. Concrete Compressive Strength Description Fastener Diameter Embedment 2000 psi 4000 psi 6000 psi in. (mm) in. (mm) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) 3/4 (19) 100 (0.44) 125 (0.57) 100 (0.44) 125 (0.57) 105 (0.47) 205 (0.91) l Universal Knurled X U' 0.157 (4.0) 1 (25) 165 (0.73) 190 (0.85) 170 (0.76) 225 (1.00) 110 (0.49) 280 (1.25) Shank Fasteners 1 -1/4 (32) 240 (1.07) 310 (1.38) 280 (1.25) 310 (1.38) 180 (0.80) 425 (1.89) 1 -1/2 (38) 275 (1.22) 420 (1.87) 325 (1.45) 420 (1.87) - ' - l ' X -U 47 P8 with DX -Kwik X -U 0.157 (4.0) 1 -1/2 (38) - - 395 (1.76) 405 (1.80) 360 (1.60) 570 (2.54) 0.138 (3.5) 3/4 (19) 45 (0.20) 75 (0.33) 60 (0.27) 105 (0.47) - - Standard Fastener X -ZF & 1 (25) 85 (0.38) 150 (0.67) 90 (0.40) 200 (0 Fl)) - - 0.145 (3.7) 1 -1/4 (32) 130 (0.58) 210 (0.93) 130 (0.58) 290 (1.29) - - 1 -1/2 (38) 175 (0.78) 260 (1.16) 245 (1.09) 360 (1.60) - - Limited Purpose 3/4 (19) 25 (0.11) 35 (0.16) - - - - X -CF 0.145 (3.7) 1 (25) 50 (0.22) 160 (0.71) - - - - ,J e- -- Fastener (: _ 1 -1/4 (32) 130 (0.58) 210 (0.93) - - - - k il,1 )'; `; 3/4 (19) 50 (0.22) 120 (0.53) 125 (0.56) 135 (0.60) - - Heavy Duty Fastener DS 0.177 (4.5) 1 (25) 130 (0.58) 195 (0.87) 155 (0.69) 240 (1.07) - - . 1-1/4 (32) 220 (0.98) 385 (1.71) 270 (1.20) 425 (1.89) - - 1 -1/2 (38) 300 (1.33) 405 (1.80) 355 (1.58) 450 (2.00) - - 0.145 (3.7) 3/4 (19) 30 (0.13) 40 (0.18) 65 (0.29) 40 (0.18) - - 1 (25) 55 (0.24) 185 (0.82) 120 (0 53) 190 (0.85) 100 (0.44) 170 (0.76) Stainless Steel Fastener X -CR & 1 -1/4 (32) 110 (0.49) 290 (1.29) 125 (0.56) 300 (1.33) 120 (0.53) 440 (1.96) 0.157 (4.0) 1 -1/2 (38) 265 (1.18) 405 (1.80) 350 (1.56) 450 (2.00) - - 3/4 (19) 95 (0.42) 120 (0.53) 95 (0.42) 120 (0.53) - - Gas Fastener X -GN 0.118 (3.0) 1 (25) 115 (0 51) 220 (0.98) 115 (0.51) 220 (0.98) - - . Premium Gas Fastener X -GHP 0.118 (3.0) 5/8 (16) - - - - 50 (0.22) 100 (0.44) 3/4 (19) 60 (0.27) 105 (0.47) 110 (0.49) 120 (0.53) - - Universal Fastener X-DNI 0.145 (3.7) 1. (25) 145 (0 64) HAMM 160 (0.71) 240 (1.07) 100 (0.44) 125 (0.56) ' 1 -1/4 (32) 160 (0.71) 290 (1.29) 230 (1.02) 330 (1.47) 200 (0.89) 250 (1.11) 1 -1/2 (38) 220 (0.98) 330 (1.47) 320 (1.42) 425 (1.89) - - 3/4 (19) 65 (0.29) 70 (0.31) 90 (0.40) 95 (0.42) 120 (0.53) 125 (0.56) High Performance Fastener X -AL -H 0.177 (4.5) 1 (25) 130 (0.58) 190 (0.85) 165 (0.73) 195 (0.87) 180 (0.80) 280 (1.25) 1 -1/4 (32) 135 (0.60) 265 (1.18) 240 (1.07) 270 (1.20) 240 (1.07) 440 (1.96) 1 -1/2 (38) 200 (0.89) 340 (1.51) 240 (1 07) 460 (2.05) - - • X -AL -H 42 P8 with DX -Kwik X -AL -H 0.177 (4.5) 1 -1/2 (38) 355 (1.60) 470 (2.09) 475 (2.11) 565 (2.51) - - ' Knob Head Fastener . X -NK 0.145 (3.7) 1 (25) 85 (0.38) 165 (0.73) 145 (0.64) 215 (0.96) - - ' Forming Fastener SL 44/47 0.145 (3.7) 1 (25) 60 (0.27) 65 (0.29) - - - - SL 62 0.145 (3.7) 1 (25) 75 (0.33) 75 (0.33) - - - - 1 The tabulated allowable load values are for the low- velocity fasteners only, 4 Multiple fasteners are recommended for any attachment. using a safety fadtor that is greater than or equal to 5.0, calculated in accor- 5 Available in Canada or by special order dance with ICC -ES AC 70. Wood or steel members connected to the sub - 6 For temporary fastening of formwork only. ' strate must be investigated in accordance with accepted design cnteria. 2 X -ZF fasteners with a shank length of 2 -7/8" have a shank diameter of 0.145" C1. t3 ;> All other X -ZF fasteners for concrete have shank diameters of 0.138 ". 3 Fastener installed with DX -Kwik drilled pilot hole installation found in Section 3.2.1.1.10. ' • More details about new the innovative X -U fastener can be found in Section 3.2 3. ' 32 Hilti, Inc (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVING SEISMIC ANALYSIS ALASKA KENTUCKY NORTH CAROLINA DRIVE -IN RACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA MARYLAND OHIO CANTILEVER RACKS STORAGE RACKS CITY APPROVALS CALIFORNIA MASSACHUSETTS OKLAHOMA MEZZANINES MODULAR OFFICES STATE APPROVALS COLORADO MICHIGAN OREGON CONVEYORS GONDOLAS PRODUCT TESTING CONNECTICUT MINNESOTA PENNSYLVANIA CAROUSELS BOOKSTACKS FIELD INSPECTION FLORIDA MISSOURI TENNESSEE PUSHBACK RACKS FLOW RACKS SPECIAL FABRICATION GEORGIA MONTANA TEXAS RACK BUILDINGS FOOTINGS PERMITTING SERVICES IDAHO NEBRASKA UTAH ILLINOIS NEVADA VIRGINIA INDIANA NEW JERSEY WASHINGTON KANSAS NEW MEXICO WISCONSIN RECED MAR 13 2 009 - �.� -�'" ' , '` „ BUI1,p' BARD � ISION SEISMIC ANALYSIS OF � �� , y LIGHT DUTY STORAGE SHELVING/MOVABLE 1 FOR `_ "" THE GAP #2805 � " `;.'l 9677 SW WASHINGTON SQUARE RD ;z TIGARD, OR 97223 a JOB # 09 -0238 . .- - h am t in 7 - - I , APPROVED BY ' F; SAL E. FATEEN, P.E. ` - � 2/25/2009 �� ii i , / - V' oS _REO P R Ores • c, N3INE s % � `` C 1230 9 ti • .•1 OREGO 4 ( k 15 19 ' ` ' 4EL M• D(PI• , I .: I!11Ill 161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869 -0989 * FAX: (909) 869 -0981 SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 2 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 - 0989 • FAX: (909) 869 - 0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 SCOPE: THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE FIXTURES IS IN COMPLIANCE WITH REGULATIONS SET BY SECTION 1613 OF THE 2006 IBC /2007 OSSC WHERE LATERAL FORCES ARE DETERMINED IN ACCORDANCE WITH SECTION 13.3 OF THE ASCE 7 -05. PARAMETERS: STORAGE FIXTURES WILL BE ANALYZED UTILIZING THE FOLLOWING FORMULA: LATERAL FORCE: Fp = [ 0.4 * ap * SDS *Ip /(Rp *1.4) ] * Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3 *SDS *Ip*Wp /1.4 and Fp is not required to be taken as greater than 1.6 *SDS *Ip *Wp /1.4 WHERE Sos = 2/3 *S AND S = F & S SPECIFICATIONS: MAIN STEEL - Fy = 36000 PSI MIN. YIELD STEEL BOLTS - A307 (UNLESS NOTED) ANCHORS - FIXED END UNITS 3/8 "0 x 2 -1/2" MIN. EMBED. HILTI KB -TZ ANCHORS PER BASE PLATE MOBILE UNITS USE (1) 3/8 "0 x 2 -1/2" MIN. EMBED. HILTI KB -TZ ANCHORS @ 18" 0/C ON GUIDE RAIL SLAB - 4 IN (minimum required) x 2500 PSI (minimum required) SOIL - 500 PSF (minimum required) NOTE: STABILITY OF THE LIGHT DUTY STORAGE FIXTURE UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION PROVIDED BY THE DOUBLE RIVET BEAMS. ALL FIXED UNITS ARE ANCHORED TO FLOOR SLAB. THERE IS NO DIFFERENCE BETWEEN THE FIXED UNITS AND THE MOVABLE UNITS OTHER THAN THE OVERTURNING ANALYSIS. ANALYSIS WILL BE DONE ON THE MOST CRITICAL CONFIGURATION. CONFIGURATIONS: - TYPE 96 "H x 48 "W x 15 "D (FIXED END) - TYPE 96 "H x 48 "W x 30 "D (MOBILE) SEIZMIC PROJECT THE GAP #2805 . INC. FOR LEGGETT & PLATT GARCY SHEET NO. 3 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 CONFIGURATIONS: MOVABLE LIGHT DUTY STORAGE FIXTURE LEGEND 1 POST 2 FOOT PLATE 3 ANCHOR 5 RIVET BEAM 7 GUIDE RAIL 8 MOVABLE CARRIAGE ASSEMBLY 11/16" ,I / FLAKE BOARD 1011plillp 111"...,.... 44 0# 411 ,.... %O .4 il. . --■ 1 4 ■11 1.4*. I a Aro. _ , P. P g i m : I , m IA 0 m 0 „..„„ % • I I-..- FOR MOVABLE UNITS III I I ONLY II II r - - -- - - - -- I 1 I r I I I I LI I I I I STATIC UNITS ARE ANCHORED II I I TO THE GROUND II SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 4 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 LOADS & DISTRIBUTION: TYPE 96 "H x 48 "W x 15 "D ANALYSIS BASED ON SECTION 1613 OF THE 2007 CBC AND SECTION 13.3 OF THE ASCE 7 -05: WHERE Fp = [ 0.4 * ap * SDS *Ip /(Rp *1.4) ]*Wp AND z = 0 FOR GROUND FLOOR INSTALLATION. SITE CLASS = D Sms = 1.088 WHERE Sms = Fa *Ss AND Ss = 0.98 & Fa = 1.11 Ip = 1.00 Rp = 2.5 ap = 1 WORKING STRESS REDUCTION = 1.4 Fp = [ 0.4 * ap * (2 /3 *Fa *Ss) *Ip /(Rp *1.4) ]*Wp = 0.083 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3 *(2/3 *Fa *Ss) *Ip*Wp /1.4 = 0.155 Wp AND not required to be taken as greater than 1.6 *(213 *Fa *Ss) *Ip*Wp /1.4 = 0.829 Wp Fp (GOVERNS) = 0.155 Wp HEIGHT= 96 IN WIDTH= 48 IN DEPTH= 15 IN # LEVELS = 8 LVL WLL= 100 LB WDL= 20 LB LONGITUDINAL DIRECTION & TRANSVERSE DIRECTION Fp = 0.3 *SDS *Ip *Wp /1 = [0.3 *((2/3) *1.11 *0.98) *1/1.4] * (100 LB + 20 LB) = 19 LB Vtotal = Fp *NO. OF LEVELS = 18.6 LB /LEVEL * 8 LEVELS = 149 LB LATERAL FORCE DISTRIBUTION h LEVEL LL + DL HEIGHT Fi Mot= (Fi *hi) 2.0 IN 1 120 LB 2.0 IN 18.65 LB 37.3 IN -LB 13.5 IN 2 120 LB 15.5 IN 18.65 LB 289.0 IN -LB 13.5 IN 3 120 LB 29.0 IN 18.65 LB 540.8 IN -LB 13.5 IN 4 120 LB 42.5 IN 18.65 LB 792.5 IN -LB 13.5 IN 5 120 LB 56.0 IN 18.65 LB 1044.3 IN -LB 13.5 IN 6 120 LB 69.5 IN 18.65 LB 1296.0 IN -LB 13.5 IN 7 120 LB 83.0 IN 18.65 LB 1547.8 IN -LB 13.5 IN 8 120 LB 96.5 IN 18.65 LB 1799.5 IN -LB 96.5 IN 960 LB >= 149.2 LB 7347.3 IN -LB SEIZMIC PROJECT THE GAP #2805 • INC. FOR LEGGETT & PLATT GARCY SHEET NO. 5 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 • 161 ATLANTIC AVENUE • POMONA, CA 91768 LONGITUDINAL ANALYSIS: TYPE 96 "H x 48 "W x 15 "D LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcot(stat.) = ZW /2 = (800 LB + 160 LB) /2 Vlong = 2*Vcol = 480 LB Vcol = )/2 74.6 L = 74.6 LB T DOUBLE RIVET BEAMS F1 = 9.3LB Hn 1 1r 1 F2 = 9.3 LB F3 = 9.3 LB ="I 2-2 F4 = 9.3 LB H2 fir BM -COL H1 = 2. IN , . All ' H2 = 13.5 IN FF _ H3 = 13.5 IN , H4 = 13.5 IN H H5= 13.5 IN i H6 = 13.5 IN �( H7= 13.5 IN Mbase = 0 in -lb (ASSUME PINNED) M 1 -1 = Vcol x H1 = (74.6 Ib)(2 IN) = 149 IN -LB Pco1 = 480 LB M 2 -2 = ((Vcol -F1) x H2 )/2 = (74.6- 9.3)(13.5 IN /2)= 439 IN -LB Pco1 = 420 LB M 3 -3 = ((Vcol- F1 -F2) x H3)/2 = (74.6 -9.3- 9.3)(13.5 IN /2)= 378 IN -LB Pco1 = 360 LB M 4-4 = ((Vcol- F1- F2 -F3) x H4)/2 = (74.6- 9.3 -9.3- 9.3)(13.5/2)= 317 IN -LB Pco1 = 300 LB CONNECTION MOMENT AT Mconn 1 -1 = (M 1 -1 + M 2 -2)/2 = 294 IN -LB M2-27----- Mconn 2 -2 = (M 2 -2 + M 3 -3)/2 = 408 IN -LB Mconn 3 -3 = (M 3 -3 + M 4 -4)/2 = 348 IN -LB VERIFY ADEQUACY OF COLUMN / Pcol(max) = 480 LB Mcol = 439 IN -LB VERIFY ADEQUACY OF CONNECTION M1 -1 � � Mconn = 408 IN -LB SEIZMIC PROJECT THE GAP #2805 INC. FO R LEGGETT & PLATT GARCY SHEET NO. 6 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 COLUMN ANALYSIS: LONGITUDINAL DIRECTION: TYPE 96 "H x 48 "W x 15 "D ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. PcoI = 480 LB M. = 439 IN -LB KxLxlrx = 1.213.5 IN/0.54 IN = 30.0 �y KyLy /ry = 1.213.5 IN/0.3 IN 3B" �'►,* = 54.0 < = == (KI /r)max C AXIAL Q> 1 1/3 Fe= Tr"2E/(KL/r)max "2 l2 ' I 1 1 = 99.8 KSI ID 112'2' Fy /2= 18.0 KSI SINCE, Fe > Fy /2 4 THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI *[1 -36 KSI /(4 •99.8 KSI)] = 32.8 KSI Pn= Aeff*Fn 18 GA PANEL W/12 = 11,792 LB 114 "0 PUDDLE WELDS Oc= 1.92 (6 PER SIDE) Pa= Pn /l:2c SECTION PROPERTIES = 11792 LB/1.92 t = 0.060 IN = 6,142 LB Aeff = 0.360 INA2 P /Pa= 0.08 < 0.15 Ix = 0.110 IN "4 FLEXURE Sx = 0.110 INA3 CHECK: P /Pa + Mx/Max <_ 1.00 rx = 0.540 IN ly = 0.030 IN "4 Pno= Ae *Fy Sy = 0.100 INA3 = 0.36 IN "2 *36000 PSI ry = 0.300 IN = 12,960 LB Kx = 1.20 Pao= Pno/Oc Lx = 13.5 IN = 12960 LB/1.92 Ky = 1.20 = 6,750 LB Ly = 13.5 IN Myield =My= Sx *Fy Fy= 36 KSI = 0.11 IN9 * 36000 PSI E= 29,500 KSI = 3,960 IN -LB Max= My /Of fOf= 1.67 = 3960 IN- LB/1.67 Cmx= 1.00 = 2,371 IN -LB IA= {1/[1- (Oc *P /Pcr)]) Cb= 1.0 Pcr= n^2EI /(KL)maxA2 = {1/[1- (1.92 *480 LB/122035 LB)] }" -1 = Tr "2 *29500000 PSI /(1.2 *13.5 IN)A2 = 0.99 = 122,035 LB (480 LB/6142 LB) + (439 IN- LB/2371 IN -LB) = 0.26 < 1.00, OK SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 7 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 COLUMN ANALYSIS: TRANSVERSE DIRECTION: TYPE 96 "H x 48 "W x 15 "D ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pcol = 970 LB Pcol(seis) = Mot/D= 7347.3 IN.LB. /15 IN M. = 439 IN -LB Pcol = Pcol(stat.) + Pcol(seis.) KxLx/rx = 1.2 *13.5 IN/0.54 IN = 30.0 KyLy /ry = 1.2 *13.5 IN /0.3 IN = 54.0 < = == (KI /r)max 3/8. AXIAL Fe= Tr ^2E/(KUr)max "2 ' 11/32 - = 99.8 KSI � Fy /2= 18.0 KSI Q I 1 12• SINCE, Fe > Fy /2 P. THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI *[1 -36 KSI/(4 *99 8 KSI)] = 32.8 KSI 1! Pn= Aeff*Fn = 11,792 LB 18 GA. PANEL W /12 114 PUDDLE 1.92 8 PER DE) Pa= Pn /i2c SECTION PROPERTIES = 11792 LB/1.92 t = 0.060 IN = 6,142 LB Aeff = 0.360 IN ^2 P /Pa= 0.16 > 0.15 Ix = 0.110 IN^4 FLEXURE Sx = 0.110 INA3 CHECK: P /Pa + (Cmx *Mx) /(Max *Nx) <_ 1.00 rx = 0.540 IN P /Pao + Mx/Max 5 1.00 ly = 0.030 INA4 Pno= Ae *Fy Sy = 0.100 INA3 = 0.36 INA2 *36000 PSI ry = 0.300 IN = 12,960 LB Kx = 1.20 Pao= Pno/Oc Lx = 13.5 IN = 12960 LB/1.92 Ky = 1.20 = 6,750 LB Ly = 13.5 IN Myield =My= Sy *Fy Fy= 36 KSI = 0.1 INA3 * 36000 PSI E= 29,500 KSI = 3,600 IN -LB Max= My /Of Of= 1.67 = 3600 IN- LB/1.67 Cmx= 1.00 = 2,156 IN -LB px= {11[1- (Oc *P /Pcr)] Cb= 1.0 Pcr= Tr "2EI /(KL)max "2 = {1/[1- (1.92 *970 LB/122035 LB)] }" -1 = Tr "2 *29500000 PSI /(1.2 *13.5 IN) ^2 = 0.98 = 122,035 LB (970 LB/6142 LB) + (1 *439 IN- LB)/(2156 IN -LB *0.98) = 0.36 < 1.00, OK (970 LB/6750 LB) + (439 IN- LB/2156 IN -LB) = 0.35 < 1.00, OK • SEIZMIC PRO3ECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 8 MATERIAL HANDLING ENGINEERING CALCULATED BY TC • TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 BEAM ANALYSIS: TYPE 96 "H x 48 "W x 15 "D THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. THE ANALYSIS WILL CHECK THE ADEQUACY OF THE COMPONENT TO CARRY THE GIVEN STATIC LOAD. LOAD /SHELF = 100 LB LOAD /SHELF W = LOAD /2 BEAMS r e-t9re' LOAD /BEAM w = W /2L = (100 LB +20 LB) /(2 *48 IN) 151 ;0 4->- = 1.25 LB /IN tam :, , i 1 1/2" 2 32^ Mbeam = wI "2/8 = 360 IN -LB ;i " 11 Gk b. � N. fb /Fb = M /(S x Fb) = 360 IN.LB.I(0.03 INA3*0.6*36000 PSI) - • = 0.56 < 1.00 O.K. �f�' 1. TYPE = DRB LENGTH = 48 IN Sx= 0.0300 IN "3 CONNECTION ANALYSIS: TYPE 96 "H x 48'W x 15 "D Mconn. = (Mupper + Mlower) /2 = (M 1 -1 + M 2 -2)/2 = 408 IN -LB M2 -2 a) SHEAR CAPACITY OF 1/4 "0 RIVET A= ((DIA.) ^2)n /4 _ .0491 INA2 Fy= 45,000 PSI CEIM Pmax = Fv x Area = 0.4 * 45000 PSI * 0.0491 INA2 = 884 LB Mconn.allow= Pmax x d M1 -1 � = 1,325 IN -LB �/ d (CTR TO CTR SPACING) = 1.5 IN Mconn / Mconn allow = 0.31 < 1.00 O.K. RIVET DIA. = .25 IN SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 9 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 OVERTURNING ANALYSIS: TYPE 96 "H x 48 "W x 15 "D DEPTH = 15 IN TOP LEVEL HEIGHT = 96.5 IN (A) FULLY LOADED: Total Shear= 149 LB Mot = E(Fi *hi) = 7,347 IN -LB Mst = E(Wp +,85wDL) *D /2 = (800 LB + 0.85 LB) *15 IN /2 = 7,020 IN -LB Puplift = 1(Mot - Mst) /Depth = (7347 IN.LB. - 7020 IN.LB.) /15 IN = 22 LB <= UPLIFT (B) TOP SHELF LOADED: SHEAR = 19 LB Mot = Vtop * ht = 19 LB *96.5 IN = 1,800 IN -LB Mst = (Wp +wDL) *D /2 = (100 LB + 0.85 *160 LB) *15 IN /2 = 1,770 IN -LB Puplift = 1(Mot - Mst) /Depth = 2 LB <= UPLIFT ANCHORS QUANTITY= 1 PULLOUT = 1006 LB SHEAR = 999 LB (Ps /Pt) + (VsNt) 51.00 COMBINED STRESS(A) = (22 LB/1006 LB) + (74.6 LB/999 LB) = 0.10 < 1.00 OK COMBINED STRESS(B) = (2 LB /1006 LB) + (9.3 LB /999 LB) = 0.01 < 1.00 OK USE (1) 3/8 "0 x 2 -1/2 "MIN. EMBED. HILTI KB -TZ ANCHORS PER FOOT PLATE. SEIZMIC PROJECT THE GAP #2805 • INC. FOR LEGGETT & PLATT GARCY SHEET NO. 10 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 OVERTURNING ANALYSIS: TYPE 96 "H x 48 "W x 30 "D (MOBILE) DEPTH = 30 IN TOP LEVEL HEIGHT = 100.0 IN (A) FULLY LOADED: Total Shear= 149 LB Mot = E(Fi *hi) = 7,869 IN -LB Mst = >(Wp +.85wDL) *D /2 = (800 lb + 0.85 *160 Ib) *30 in /2 = 14,040 IN -LB Puplift = 1(Mot - Mst) /Depth = (7869 IN.LB. - 14040 IN.LB.) /30 IN = 0 LB <= NO UPLIFT (B) TOP SHELF LOADED: SHEAR = 19 LB Mot = Vtop * ht = 19 LB * 100 IN = 1,865 IN -LB Mst = (Wp +wDL) *D /2 = (100 LB + 0.85 *160 LB) *30 IN /2 = 3,540 IN -LB Puplift = 1(Mot - Mst) /Depth = 0 LB <= NO UPLIFT - FOR MOVABLE UNITS, ATTACH FIXTURE UNIT TO MOVABLE CARRIAGE - SINCE THERE IS NO UPLIFT THEN ANTI -TIP OKAY BY SIMPLE REVIEW - ATTACH TRACK TO SLAB WITH 3/8 "0 x 2 -1/2" MIN. EMBED. HILT! KB -TZ ANCHORS AT 18" ON CENTER. SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 11 MATERIAL HANDLING ENGINEERING CALCULATED BY TC ' TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 FOOT PLATE ANALYSIS: TYPE 96 "H x 48 "W x 15 "D Pcol = PCOI s t a ti + PCOISEIS = 970 LB Pcol BASE PLATE WIDTH (W)= 1.5 IN EFF.BASE PLATE DEPTH (B)= 1.188 IN b = 1.313 IN b1= -.1 IN THICKNESS (t) = 0.0747 IN bl b Fy = 36,000 PSI B fa =P /A = Pcol /((D)(B))= 544.46 PSI Mbase= (W /in)(L ^2)/2 = (fa *1 "STRIP)(b1 ^2)/2 = 4.3 IN -LB Fa Sbase =(1)(t ^2)16= 0.0009 IN ^3 111111111 Fbase = (0.75)(Fy)= 27,000 PSI fb /Fb = Mbase /((Sbase)(Fbase)) = 0.17 < 1.00 OK SEIZMIC PROJECT THE GAP #2805 INC. FOR LEGGETT & PLATT GARCY SHEET NO. 12 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/25/2009 161 ATLANTIC AVENUE • POMONA, CA 91768 SLAB & SOIL ANALYSIS: TYPE 96 "H x 48 "W x 15 "D THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. A) PUNCTURE Pmax = Pcol + (Mtot/D) = 1.4 * 480 LB + 1.7 * (7347.3 IN -LB /15 IN) = 1505 LB Fpunct = 2.66*sqrt(fc) = 133 PSI Apunct = [(Weff. +t/2) +(Deff. +U2)](2)(t) = 56. IN ^2 t fv /Fv = Pmax/(Apunct ` Fpunct * 0) = 0.31 B) SLAB TENSION / 1 B .' Asoil = Pmax * 144/(1.33 *fsoil) = 325.8 INA2 / L, L = (Asoil)A.5 FOOT PLATE: = 18.1 IN WIDTH = 1.5 IN DEPTH = 1.5 IN B = sqrt(B*D) + t SLAB: = 5.5 IN t = 4.0 IN fc' = 2,500 PSI 1= (L -B)/2 SOIL: = 6.28 IN fs = 500 PSF Mconc = w1^2/8 = (1.33 *fsoil *I ^2) / (144 *2) = 90.9 IN -LB Sconc = 1 in * t ^2 / 6 = 2.67 INA3 fconc = 5 *0* sgrt(fc) WHERE 0 = 0.65 • = 163 PSI fb /Fb = Mconc/(Sconc *fconc) = 0.21 • 1/20/2009 4 9 VS c� G9N STRUCTURAL CALCULATIONS FOR GAP /GAP BODY WASHINGTON SQUARE (STORE #2805) 9677 SW WASHINGTON SQUARE RD. TIGARD, OREGON 97223 DESIGN LOADS: SHELVES: 24 LBS /4 FT = 6 PLF MERCHANDISE: 60 LBS /4 FT= 15 PLF STANDARDS: 10 LBS DESIGN BUILDING CODES: INTERNATIONAL BUILDING CODE 2007 AND ASCE 7 -05 • • 1644 PE r• ORE'1N o , ��CH 6 • • \ Q BLA PROJECT NO.: 208067 LE_XPIRATIlik T: �1L3 7�jo BARRY LEVIN & ASSOCIATES; Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago SHEET NO. 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO. DATE 3JT ' OE) -JOB NAME 0 -kk f LAt V/A &A.. = COMPUTED BY '_'SUBJECT = CHECKED BY Lc_o ,s 0, 5 /9 = p, I L p sviewas He • As Co/4- rti ca'T r 0A.g- JS •c to* T S1 v s 4 sPPG-E kg1 C (4 � ± is) 4 Fog. cc, -til0 1 i ii G71A40 S 12 a c- ti 0 1 st P\- -o M69v, qa S, Poe S 1, .� t C + 9)(47 + (; 6 1 (4 - 1 I to 4 - - }� �� 2�\ r1-s4 M - ( X i e) _,' , � ► � 44 ~=% • BARRY LEVIN & ASSOCIATES, Inc STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago • 6675 Peachtree Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 SHEET NO_ Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO DATE oCZ, '08 JOB NAME FAG? lamA COMPUTED BY 861 SUBJECT T -Ga - CHECKED BY SA560 CM Ti c a-0D6 Asc6 7- 6S AggwviE 3 = 1 50 3 = 10 S '1tE Cam' - D L &Wf FRAi1ry -UT2 (, uJ f 3K 1`l ItS OF ILL 0 a' M.3 IN.11 , = 7 - 6 z, S ets - (id) { ILS) = ),66 �� (I •O) ►, bas - 3 (hbs) - 1 I . SDI - (1 - , O S , V = 05 (101 vJ a�s o.SS - • • • B BARRY LEVIN. & ASSOCIATES, Inc. STRUCTURAL ENGINEERS _ Atlanta • Los Angeles • New York • Chicago . 6675 Peachtree - Industrial Blvd. • Suite 200 • Atlanta, Georgia 30360 SHEET NO Phone 770.457.2376 • Fax 770.457.0514 • www.BarryLevin.com JOB NO _ DATE © C�• ' ° g JOB NAME COMPUTED'BY� - - SUBJECT 01- 2J D p — SC iC • CIIECKE7S BY LA Linit M T 'U1da frBoV , W = iFn # ÷ 6.o P- + ILD)(4-')(5') + -')( +s') - .30 + 173 41 + 300 4 = 03 4 V _ o,s3 ( 963 ) = 417 # LeFrD a At sE1.61/0 1 = t * + +. 2,$ -e 1,0)0.3c x` + Np.),(,n`)(cS•).,- - ; 4 3 D 53- t ap 4 - • • 'w • 1 . • 1430 West Peachtree Street, NW Suite 200 Atlanta, GA 30309 t: 404 601 4000 • f: 404 601 3970 r en er Farr NEW YORK ATLANTA NEW g� RECEIVED D CHICAGO J ��,j O ��••1 1 M J LOS ANGELES BOSTON DALLAS MAR 13 2009 NEW JERSEY ST PETERSBURG CITY OF TIGARD BUILDING DIVISION March 5, 2009 • To City of Tigard Project BUP2009 -00018 131125 SW Hall Blvd. proj# 20080538.5 Tigard, OR 97223 ATTN: Dan Nelson • Rich Faust 404 -601 -4000 rfaust©greenbergfarrow.com Please see below for response to comments from Plan Review letter dated 2/11/09. Comment 1 Please provide engineered design for grid ceiling supports, including seismic struts, taking into consideration the approximate 17 -20 ft. of interstitial space between the ceiling tile and the roof: Please include all calculations for engineered designs with all submittals. OSSC 106.1 Resonse: Discovered there is no need for a grid ceiling. Modified sheet A1-2 to have ceiling demolished. Comment 2 Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. Note: The roof structure is approximately 30' above the finished floor. OSSC106.1 Response: Please refer to the structural calculations packet. Comment 3 �I 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 Rsponse: Please refer to the structural calculations packet. Comment 4 Please submit plans and calculations for steel storage racks that comply with the design requirments of ASCE7 (15.5.3). Response: Please refer to the Seismic Inc. structural calculations packet and drawings. 01 Project Letter 07.01 05 M200812008053135\999 General ConespondencelPlan Review Response Letter 030509 doc Overall Changes for Revision #1 originating from Gap Store Design, Landlord, and City of Tigard: A0 -0 REMOVED SHEET A4 -6.1 FROM SHEET INDEX ADDED /MODIFIED ELECTRICAL SHEET INDEX • A0 -1 CHANGED STOREFRONT BASE MATERIAL A1-0 ADDED BARRICADE NOTE PER LANDLORD REQUEST Al -2 CHANGED ACT TILE IN STOCKROOM TO BE DEMOLISHED. A2-0 CHANGED CASHWRAP SIZES CHANGED ENTRY TO ADULT SALES AREA TO DOUBLE WIDE ENTRY REMOVED BLADE SIGN PER LANDLORD REQUEST A3 -0 ADJUSTED, STOREFRONT LIGHTING TO FIT WITH NEW DOUBLE OPENING A4 -0 CHANGED ELEVATION TO REFLECT NEW PORTAL BASE AND DOUBLE OPENING. 2/A4 -0 — CHANGED DETAIL TO REFLECT NEW ENTRY PORTAL BASE 4/A4 -0 — CHANGED DETAIL TO REFLECT NEW ENTRY PORTAL BASE A4 -1 CHANGED TO REFLECT DOUBLE ENTRY DOORS ADJUSTED LIGHTING SCHEME FOR DOUBLE ENTRY DOORS A4 -2 CHANGED DETAILS 1 & 7 TO SHOW NEW STAINLESS STEEL BASE AT ENTRY PORTAL A4 -2.1 CHANGED DETAIL 7 TO SHOW NEW STAINLESS STEEL BASE AT ENTRY PORTAL A4 -2.2 CHANGED DETAILS 1, 4, 6, 7, 10 TO REFLECT NEW BASE AT ENTRY PORTAL A5 -1 CHANGED ELEVATION #3 TO SHOW NEW DOUBLE ENTRY A5-4 CHANGED ELEVATION #3 TO SHOW NEW BASE AT ENTRY PORTAL • A6 -1 BLOCKED OUT DETAIL 10, NO LONGER NEEDED FOR THIS PROJECT. A6 -2.1 ADDED DETAIL FOR NEW CASHWRAP A6 -5 ADDED WATER SHUT -OFF VALVE PER LANDLORDS REQUEST. A7 -0 CHANGED, DETAILS TO REFLECT NEW CASHWRAPS. 01 Project Letter 07 01.05 P:12008 \2008053851999 General Correspondence Plan Review Response Letter 030509.doc S1-0 UPDATED SPECIAL INSPECTION LIST S2-0 UPDATED PLAN S2-1G UPDATED PLAN ON S2-1G, MODIFIED "HEADER" DISTINCTION AND LOCATION OF STUD FRAMING TO REFLECT CHANGES S4 -3 UPDATED SECTION 4/S4 -3 M1 D-0 LL COMMENTS HAD BEEN ADDED TO KEY NOTE 401. M1-0 STOCKROOM AND DISTRICT MANAGER OFFICE DIFFUSERS ARE REPLACED BY DUCT MOUNTED REGISTERS. CD -1 AND SENSOR HAD BEEN REMOVED FROM DISTRICT MANAGER OFFICE WHICH NOW IS STORAGE ROOM. FINISHED FLOOR TO BOD CHANGED TO 30' -0 ". M2 -0A CONTROL DAMPER SCHEDULE HAD BEEN REMOVED. M2 -1 STOCKROOM DIFFUSERS ARE REPLACED BY DUCT MOUNTED REGISTERS. M2-1A FINISHED FLOOR TO BOD DIMENSIONS HAD BEEN REMOVED. M2 -1 B DUCT MOUNTED REGISTER DETAIL ADDED. M3-0 DRAWING TUBE DETAIL ADDED. KEY NOTE 104, 402 AND 403 ADDED TO PLUMBING CODE NOTES (FROM LL COMMENTS). KEY NOTES ARE ADDED DEMOLITION PLUMBING PLAN AND NEW PLUMBING PLAN. PLUMBING SCHEDULE IS ADDED. M4-0 KEY NOTE 5 HAD BEEN CHANGED DUE TO LL COMMENTS. E0-0 DRAWING SCHEDULE REVISED. E1 -0 ADULT CASHWRAP DESIGN REVISED. BODY CASHWRAP REDUCED, AND CIRCUIT NUMBERING REVISED. MANAGER'S OFFICE CIRCUIT NUMBERING REVISED., ADULT FRONT ENTRY DOORS REVISED. ADDED ANOTHER TRAFFIC COUNTER. NEW WIRING FOR EAS SYSTEM, AND NEW DRAWING FOR NEW DETAIL. SHOW WINDOW RECEPTACLES SHIFTED. E1 -1 NEW JUNCTION BOX ADDED. • E2 -0 LIGHTING OVER CASHWRAPS'SHIFTED. LIGHTING IN ADULT ENTRY SHIFTED. LIGHTING IN ADULT SHOW WINDOWS REVISED. E3-0 PANEL A AND PANEL B LOADS REVISED IN EQUIPMENT WIRING SCHEDULE. RECEPTACLE AND FINAL LOADS REVISED IN ELECTRICAL LOAD SUMMARY. 01 Project Letter 07 01 05 P1200812008053851999 General Carrespondence\Plan Review. Response Letter 030509 doc ai ►• E3 -1 PANEL A LOADS REVISED. PANEL B CIRCUITS AND LOADS REVISED. PANEL B BILL OF MATERIALS REVISED. E4-0 • CONDUIT RISER DIAGRAM DETAIL REVISED. E4 -2 CASHWRAP DETAIL 205 REVISED. SHEET TITLE REVISED. E4 -2A CASHWRAP DETAILS 205, 206, AND 207 REVISED. SHEET TITLE REVISED. E4 -3 SHEET TITLE REVISED. E4 -3A ENTIRE SHEET IS NEW AND ADDED TO SET. ADT1-0 ADULT FRONT ENTRY REVISED. 01 Project Letter 07 01.05 P120081200805385\999 General Correspondence Plan Review Response Letter 030509.doc 0 o m :C J •.L:':'LJ:::::::: :: : ::; : 0. : :: S:❖:❖:❖:•: ❖: ❖: ❖:::: :: :::: :: :::'::::: �:❖ : ::: :: ❖: ::5:• ❖:•: < ?:•: J i •9 •: .... :• :S: ❖: ❖ : ❖...M•i ❖:• •• ❖: : ❖ii:•:: :': • '�•• , ❖:❖:•• ❖: ❖:•• I) THE E705DNG CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON:DRANINCS DATED 06/01/95 WITH MAILING ADDRESS: FULL GUT REMODEL 9 o F :: •:•14 j . , !' , j : ?; 1',1 • � �:: o : • , : :• , •:❖ , • :❖:p• :d: ❖ :•:❖ ❖:o ❖ : ❖: 4❖ S: •:: ❖:❖• REVISIONS DATED: 07/28/95 PREPARED BY Gap Corporate DeeNr1 _ bl' z ;5.-. (3 w > s ❖; 0 .4-X• :• :• :;••. ;Q 2) ANY DISCREPANCIES BETVaN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE t , 9677 SW WASHINGTON SQUARE R0. ¢ m s o 0 :' :f'.v:S•O, ••00•••,0•:•: :: :�:� :� :�:i::j: :�:� :�:i:�i ::• •:' ❖i•':•::0::�:� :.. ., • '� : ❖ ❖ : ❖: ❖:S4 -1 71 REM I'i m S m x ° a g COMMENTS : § : : g.•4 : ❖: ❖:' 3) IRE CONTRACTOR SHALL REVIEW TO THE ATTENTICt1 OF THE INNER BEFORE PROCEEDING 111TH ANY WORK. -- CARD OREGON 97223 -4452 :: ;;:;:'. : :, ∎ : ∎ ::;:'. :•:•,•••••••••••••. • S' 3) THE NEW ALL DOCUMENTS, MONEY ALL DIMENSIONS AND FIELD CONDITIONS AND °MEIN I STOREFRONT : J:•: EFRONT - GENERA • •i:• WN. •: i:•: AS $HO MM Y TO TH : ... : ❖.•.S WORK ANY I EDIATEL REPORTED E 7:4 I .•Law.:. .• IS gULDABIE COlFLlcts OR oMISSONS ETC SHALL BE , S p a 1 -- - ••'` .. .• r `• ARCHITE / O FOR weeriv PR T OR O PER FORMANCE O ANY WORK IN QU ENTRY DOORS & HARDWARE 0 G - C - - I HARDWARE, FRAME, GLASS, AND JAMB •.: ° 4 . � ••• . •: • • .,,y••, 9 ;, : 4) ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR GAP 2805 �f i EXTERIOR SYCNACE 0 0 3 5 G - - I SEE SGN MATRIX ON SHEET A4-6 Y'.O'•:M••r:S 0•Ph'• .3:�.'• . al ... • • • . • ':• O�❖: S :•:•:S ❖':•: ::' :• ❖:• •:',..... Y iSS A.s • . T U r ENTRY PORTAL 0 G - C - - I PANELS MD STRUCTURE _ _ ..: SS S S❖••••••• S• •••••SS••S•A•••• �• :: ::1 •••:::• REVIEWNC THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX ENURE TO RENEW ALL I _ 7 SPACE F06 - - - - - - •••• ••• •: • ✓•: • •••• ••••••i CONSTRUCTION DOCUMENTS NU- NOT RELIEVE ANY CONTRACTORS REQUIRED F WACTORS. VENDORS OR MATERIAL STOREFRONT TNT 0 G C I ••a••• I e • FRAMING SUPPORT BY G / ML! G • SU PFRFOR WORK THIS P ROJECT AS PPU FROM MATERIALS RE FRED F THE COMPLETION OF E1RS OR PROVIDING MATERIAL OR • . , ,,......:; • , �r . •,.. ;,.. ,., .,.,.,.,.,.,..... o..❖.• s•..•. o.•. o..❖. S•. .S ❖. ❖.es ❖.S•.•.00s•.oeoss.SO.. ••• .. iii W ,.,SA;•;•;OP •;• • • DEFINED WITHIN THE DOCUMENTS AT 7MIE O B • _ V STOREFRONT BASE ❖ .. 0 ••• •••S•:O••• • •• l. O J:':' O:`::':`: ti:❖: ` :' :�:' :':�:''. ••••• 5 i4 ACTOR SHALL T Y - • :: J❖:••• S•••••• Si• •••••••,•S•••••••.O: • )GENERAL CONTRACTOR COORDINATE WORK PERFORMED BY OTHER CONDUCTORS. AN I D i �' • •• •• •• • • J•••• •S TH 1 • .• • BROUGHT TO E O I ::• °': 0 SH 0 OWNER'S N ... ::S :• ALL BE BRWGH S A TI PROCEEDING WtTIi WORK. : ° ! • . • �!?d.'.•: _ .. ..•.`.• ATTENTION BEFORE G WD l - STOREFRONT :' 6 CONFLICT EXIST 1 METAL PANELS SHOULD A CO BETWEEN DIE SPECIFICATIONS THE OWNER 0 LD THE CON5TRUCTIC4N DOCUMENTS AND/OR E SPEpFlC BLOCKING BY GC � R ■ i 0 ATTACHMENTS THIS I & TT CHM ED O IS • EN15 i• SHALL INFORMED DISCREPANCY I T 1141 DIRECTION AS TO � ��•:�'�' BE CY MMEDUTELY A IOU TIME OWN SHALL PROVIDE DIRE ER _ -- . _ >::!:!:!: :$s :: v�:y::3•:�: =:•: How roPROCEED - SALES AREA 1 � , ., 'J�Jn•J�•�•J�!i •!iOS ❖ :•O : ❖� i• �❖ �• �• �❖ O:• :��r,�,�,��L�,�,�,� •,�i •.r�ir • • • • rr•v'• ::: I ::::�:�::::•: : �:�: i ❖:•': -• .S• ",• ••. ,,, u.A SSSS•.S••••P•••S' 7) IF ANY ERRORS 0 omission's AP PEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY OWNER M WRITING Th > 3:;. WOOD FLOORING 0 5 1 0 - - 1 :)�i3•J a`•• • • :A \Q••"••::,:,Ii.i'::� °•:ids) ;, :gii: :• :,3K::: :.:: ••: w• 1•:d•:pi.,•�,�, :. ) ° 1 11 - - :.t• °j :::`:�.v SCd O,�.: i: „.;.,�1�1��i.,:,. •�•.,•eS,•;.;:0,.,.,.,.;... �:: :•:� "S•'O •:O •f,., OF SUCH ERRORS OR GM6SONS � , - I � � 1� ;ai`:' TILE 0 G 1 G I ...•.. v.❖.❖.❖.❖:❖:❖ ees• 3.•: o❖: e•_• e.❖: m:.•::•.:•::• Se . ❖. ❖eX44 :404:4.•':•'<: : 44e4::.'sti 8) THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR +■a '"{ ,� GAP INC. CARPET 0 G 1 G - - I ' COMPLIANCE MTN SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES MID SHALL COMPLY o W -- _, ' I , 1114 CORPORATE ARCHITECTURE I KITH ALL REQUIREMENTS I ■ 850 CHERRY AVENUE RECESSED STANDARDS 0 C 1 C - - CEIUNG DISPLAY TRACK 0 0 1 C - - I BLOCKING BY S.C. ES) IBC EDITION: IBC 2006 1 PROPOSED USE MERCANTILE 9) 056 CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPUCABLE AN IDENT1F0NG ; l � I SAN BRUNQ CA 94066 PASSAGE LATCHSET HARDWAR G G 2 G - - I STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERBYS ,�� • (��\ INTERIOR STORAGE 0 0 3 G - - I SEE SIGN MATRIX ON SHEET 04-6 OREGON SPECIALTY CODE. 2 PROPOSED OCCUPANCY M 10) THE CONTRACTOR STALL MNNTNN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT UGHNNG FIRE j n � Iii STORE NO. • 2805 LUMI WALL 0 0 3 5 C - - I BLOCKING, POWER BY G.C. El PLUMBING EDITION 2008 NO PROTECTION DEVICES AND ALARMS IN CONFORMANCE H17H ALL APPLICABLE CODES AND ORDINANCES 6/ ' 4 G ',y y N ED, 3. EXTERIOR STOREFRONT ❑ ® 11) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON NE COMPLETION ` . I ..F1 -' 1 ;I � � STORE NAME: WASHINGTON SQUARE FRAMED MIRROR 0 G 1 4 - K - - BLOCKING BY G.C. ®ELECTRICAL EDITION: 2008 RENOVATION, OF HIS WORK ON A ^WILY BASS. AREA OF WORK TO BE DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS - - 4 ✓C : _T444,,#,:.44%,44:444 : itii i'; ! O:!:•: w�'Oiiiii :❖ START OF WOR. Al WASTE, RUBBISH MD EXCESS MATERIALS SHALL BE REMOVED FROM NE SITE PROMPTLY. a Lw.ia_•SS - .' ! ' -•.•.•.•.•- • .• El MECHANICAL EDITION: '; " T = ' "° :' ° r " " : " :' � >'�! ?: a i 'T'�'A ? � : ;• � • '' :'• �::• : " :_• ' :: • • :i ' 2007 4. PROPOS STRUCTURAL THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REIAOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH NO SCALE STORE LOCATION: . .._ .. ::_•> .•!.,.y _.�..��,:..ga_. .., :! ❖:.:4+:4_•_•_x••_.! -:-•-" ® ❑ LOCATION MAP 3 :3 :tom^ i3 %:+ 1 :% ►2 �'f_° ::3 ::: r, i+' " ?:Ke+'"rT:'':`.rS'r'r ,. :eii-��!' = +'T 3 .�• �'.�•� STRU TUNA 200 ALTERATIONS? GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. AW-01 GAP GAP BODY SUITE F06 . dr ® c L EDITION: rY aTEnIGn1Rp1 • 9677 SW WASHINGTON SQUARE RD. I O N °A° : J S •. : :: : - . .'A ,: n T ,; ��e y, - £ 2007 SHALL BE MNNTNNED IN ITS ORIGINAL CONDITION, U O N A0-0 PROJECT INFORMATION ®FIRE ED ITION: 5 ENERGY CALCULATION ❑ 12) ALL EXISTING WORK NOT IN THIS SCOPE OF WORK r W . .. •. •• 1•:.:°.:: • • • ::a • •, • • •. !•. :.wr.% h:.b._•.w.. 12.!..,.r.. 21 :.I.:iw�._ : ATTACHED PROTECT WORK FROM DAMAGE RESULTING FROM NIS WORK AO-I FINISH SCHEDULE 51 -0 GENERAL NOTES TIGARD, OR .17::i4, : '�. 1 r: .i!•• ' ❖S ❖:: ::• «•: ; . ti':v i•:':•:•:: iij.': ^:'rF;'::•: : ❖:•:: ❖ : ❖:: ❖: ❖: ❖: ❖:: ❖:•:: S2 -0 KEY PLAN : , 7 ,: • 4. 2 7 . ,:• :, n P _, ; , : ,_, : 79N : , r•_ cy, r•_.,• r_ •_c•_•_•_•_•.•_•e_•_•_•_c ® ACCESS/BIUTYEDITION: 2007 13) WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT W A0-2 DOOR SCHEDULE & TYPES : J. -..`lw4444s ❖.M44:4ILV1. 1 •Sa 1C•TAK❖:0:9:•= •ai•: - Mkt "r#1,1.. :rte t..TA 67.4. ::::2:2:2:.:x:::: 6. PROVIDED? ® ❑ CONTRACT, HE SHALL BE RESPONSIBLE F OR LOSS AND /OR DAMAGE TO THESE ITEMS AO-3 ACCESSBLITY COMPLI 52 -1B GAP BODY STOREFRONT PLAN FOUNDATION CABINETS 0 C 1 5 - - - I BLOCKING, PLANS 97223 -4452 CONSTRUC TYPE 11PE II B S2 - GA BODY STORETG POWER, AND PARTIAL ASSEMBLY BY CC 14) CONTRACTOR TO ENSURE AVAILABILITY SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHP ON THE Al -0 BARRICADE DETAILS/EGRESS PLAN 52 -2 TYPICAL DETAILS OCCUPANCY USE MERCANTILE 7. FIRE SYSTEM MODIFICATIONS? OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSOR OF TIME SHALL BE PERMITTED. Al -0.1 PHASNG PLAN - GAP S3 -I TYPICAL WALL SECTIONS GAP PROJ. I.D.: 0000044154 CASHWRAP - GENERAL STROBES ❑ 15) ALL SAW CUTTING .CT CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED 1MTH THE LANDLORD PRIOR A1-1 DEMOUTION/BARRICADE PLAN 54-1 TYPICAL DETAILS CASHWRAP 0 G 1 5 G - - I PRE -WIRED CASHWRAP W ® / FINAL ELECTRICAL I SEISMIC ZONE ZONE 2A ® ; ALARM ❑ TO CUTTING/ CCPo:;, A1-2 DEMOLITION REFLECTED CEILING PLAN 54-2 TYPICAL DETAILS PROTOTYPE V9 DATE: CONNECTOR BY GC AUTOMATIC SPRINKLER SYSTEM? ® YES ❑ NO SPRINKLERS IN ❑ 16) DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS A2 -0 CONSTRUCTION PLAN 54-3 TYPICAL DETAILS 08/11 /08 17) ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF A.3-0 REFLECTED COLITIS PLAN S4-4 PARTIAL ROOF FRAMING PLAN & VAV PHONES U O®® BUDDING DESCRIPTION ITEMS PROVIDED UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS, ENGINEERING DRAWINGS, A4-0 STOREFRONT ELEVATIONS -GAP SUPPORT DETAILS CA REG I STERS 0�® WHERE REWIRED 1 NUMBER OF FLOORS IN BUILDING 2 OR STUCIURAL DRAWINOS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING A4-1 ENLARGED STOREFRONT PLAN & RCP - CAP OPENING Ol /02 2009 18) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FlHISH UNLESS OTHERWISE NOTED OR DETAILED A4-2 STOREFRONT SECTION TdFC1ANICAI /PI IIAtRIyr FITTING ROOM AREA - GENERAL 2 FLOOR(S) OF PROPOSED RENOVATION 1B1 19) COLUMN CENTER USE (OR GRID UNES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN FlETD. A4-21 STOREFRONT SECTION FITTING ROOM HOOK 0 G 1 G - - - BLOCKING BY GC. MERCANTILE A4-22 STOREFRONT DETA25 MO-0 MECHANICAL NOTES & LEGEND 3. EXISTING USE 20) OWNER AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS 1.11D-0 DEMOUTION MECHANICAL PLAN BACKUT MIRROR KIT 0 1 C - - - BLOCKING GLAZING, 21) PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE. NUMBER AND LOCATIONS AS DIRECTED BY A4-8 SKxJA(E DETAILS M7 -0 MECHANICAL PLAN _ ASSEMBLY BY C.C. THE FIRE DEPARTMENT 4 EXISTING OCCUPANCY 3 WAY MIRROR KIT 0 1 G - - ASSEMBLY GLAZING, FIELD INSPECTOR. - • M2 -0 MECHANICAL SCHEDULES A5-I CAP INTERIOR ELEVATIONS 5. HISTORIC /ARCHITECTURALLY ❑YES El NO M2 -OA MECHANICAL SCHEDULES ASSEMBLY BY GC SGNIRCANT BUILDING? A-I.1 CAP INIETI T ELEVATIONS M2 -1 MECHANICAL DETALS A5-4 GAPBODY INTERIOR ELEVATIONS 4.12 -10 MECHANICAL ELEVATIONS FITTING AREA MARKETING 0 p5-4.1 GAPBODY INTERIOR ELEVATIONS 92 -1b MECHANICAL DETAILS GRAPHICS N SCALE A5-4.2 GAPBODY INTERIOR ELEVATIONS M3-0 PLUMBING PLAN &SCHEDULES S'i�.' -R r • 0. �1 i/`7.�Y i. .. +'. _ N O SCALE A6 - PARD110N DETAILS 'N .::1,2 ,s'!.l.i0y_..a�•44. /.y"• :•$w•d °P � H1, •.tAf-.&Y�: :. _ * :,:ic3Sl:l:!:S�•_••0 PR _ OJECT PROFILE 8 GENERAL NOTES - 6 MD4-0 DEMOLITION SPRINKLER PLAN ,._ - k .jam: e'r r .-r -., 30: -r, - • - Sr• - w r • - r�, •-. _, a, O. • .c i irt•'. F • 5 O _ �Y•ir .w -.w ! t •••%iii i•,�.�� „mot.. �Lw.J ::�:iJ ❖: J• JJ l4 :• •,•J A00 GI .1%.1::311311314301.3:::.:::!:3 t m A 6-o 1 PARTITION DETNLs s :. '�':�::1 �: : : :y:: ' : :i s.4 s'r 's•r: K :: _ _ __ _ __ _ ___ __ �A_ - •' "• � ,,;❖� : V "4 � . 94-0 FIRE SPRINKLER PLAN J .•.. .. ❖.. A6 0. 2 PARTITION DETAILS Y , ror '•�'�•• :� , -vy ••., • • • �•• r �, a =.4 US GAP �a•s.,wl■ P.n. ARCHITECTURAII DESIGNED AND /OR SUBMITTAIREVIEWED INSPECTION A6_1 M5 0 MECHANICAL SPECIFICATIONS 'AliII''� 1 ,!7 $ M { 7 •: A RF ` •J.i•:4•: RI •, •o�•••,•••vy CEILING DETAILS M5-1 MECHANICAL SPEdFlCATI0N5 .. :+•..Oggg� Il g = �d• ! m Rms P , .l..not00 000ars ■ TR R ALELE!tEtJ A Y' :�3 ui�a3•?�$� : ❖l} 3 r_ KtR:::: s.:• 5:: �Siiii�S � ��ry1i�iF :::2� I STRUCTURAL T DESIGNATED . BY. REQUIRED /BY A6 -2 DOOR/FLOOR DETAILS STOCKROOM BOWIE Name WASHINGTON BOE M5-2 MECHANICAL SPEpFlCATI0N5 AIM. STORMR SYSTEM/ ARCHITECT ARCHITECT NO A6-21 DOOR/FLOOR DETAILS 0 • - P ' 0 C - I BLOCKING BY GC ,J1 D 074 0 0 MOUILE SHELVING UNITS 0 C - - I EXISTING, BLOCKING BY GC. G•p Inc- Architect GREENBERC FARROW wHUI1TEGTURE WRNDOW MUEION SYSTEM . A6 -3 GAP FITTING ROOM DETAILS Fl FSTRICAL; . • FREESTANDING SHELVING UM _ -_- - Lavel Levd I • leveI2 • Isval3 . ' s , $ e.. • :e : : • • •• :> i• . • I i, :` • 5,4•••:0.'.' ,,' . •t ❖ :S. :44. ❖:•: FITTING ROOM DETAILS A6-3.1 GAP FLOOR SAFE pi EX ISTING . Cumen' u are Fp nta' , . Breakdow.;• 'Cu V•te• ! i:::•Y :' A ' • t ' • !:• 'd✓!:L:!: ! t :!:: re: N E •f5:�:• . •p ti:•:: ❖••We•.••• A6-3.5 FITTING ROOM DETAILS 100- ELECTRICAL NOTES d LEGEND ® B Brand DNlslon (BOeemlanV(whh (within :: •• (wAhln - . •• •.•: a.•.•.w•a ME CLOCK Q ® ®. EXISTING r -: ; `• " ^ , - • ' `• " » •• " • ;Ce ll r) _H ear ) 0 ) - 0 4 SF , CASHWRAPS FABRICATO - OWNER NO w A6 -4 GAP/GAPBODY FEATURE E l-U DE40L1TI N PO &LIGHTING PLAN TIME Ware area mera area) store arc,) TURE WALL 0 0 VIER BULLETIN BOARD 0 C - I EXISTING, FASTENERS BY CC BR' All ON, Oulu 0 0 0 0 0` ,' INTERIOR/EXTERIOR PAINT (CUSTOM ARCHITECT ARCHITECT NO A6 -41 CAP APBODY FEATURE WALL Et -0 POWER PLAN EMPLOYEE LOCKERS 0 G - - I EXISTING -- SALES AREA. (hckdes sales areas, Gap AaAMA COLORS ONLY) A6 -5 PUBLIC TOILET ROOM DETAILS E7 -1 POWER PLAN - MECH SURFACE MOUNTED STANDARD U n ceshwrep areas, display areas adAcent _ _ _ _ ,369 A6 -6 FIXTURE DETAILS E2 -0 LIGHTING PLAN 0 G - - I t cw Body 0 1 0 0 '• 1;8,1 T , STOREFRONT FRAMING/ 18 GA. OR FRAMING CONTRACTOR STRUCT ENGINEER STRUCT ENGINEER A6-6.1 GAPBODY FIXTURE DETAILS 13-0 POWER RISER &SCHEDULE$ closets as well es pWFC elevator, stairs HUNTER FRAMING SHELF BRACKETS CLIPS • 0 G - - I and era Gap am 0 0 0 0 - 0% A6 -7 BACK -OF -HOUSE DETAILS E3-1 PANEL SCHEDULES I ryve w as) STORAGE ARCHITECT WHEATBOARD SHELVES 0 � G - - I _ _ L Gap 6.erettm 0 0 0 0 0• ARCHITECT /O NO A7 -0 CASHNRAP DETAILS INLINE E3-3 LIGHT FIXTURE SCHEDULE HANCRODS 0 ® ®C - - I BR r FT ON 1 WWI 0 0 0 0 0 POST CONSTRUC A BUILIS GC ARCHITECT/ OWNER NO E3-3 LIGHTING DETAILS , -_ FITTING ROOM AREA (h eS SPRINKLER SHOE "'AW1N(S CC ARCHITECT/ OWNER NO E3-3a LISTING DETAILS -' ° 1 (- dudeS Hy NI Gap _ _ _ _ 674 ;- • E4- ELE DETAILS `` o o m G - - I CONDUIT AND POWER BY C C. 2 room are., assoaated corndor, alco.s Gan B. 0 - t 0 0 ' '. 0: ' NOTE. SEE MEL,HANICAL/ELECTRICAL SHEETS FOR ADDITIONAL SUBMITTALS E4-1 ELECTRICAL DETAILS EAS SYSTEM \5 , G I N f S/� BURGLAR ALARM SYSTEM G - -_I ' JACK,_ CONDUIT, ROWER TO 600 BY C.C. andedpinrggosetsl c - - E4 -2 CASH WRAP DETAILS re E4 -2a CASH WRAP DETAILS FIRE ALARM SYSTEM � G - I Gap6aEylwWe =ry 0 0 0 0 •0, r - E4 -3 EAS DETAILS - SUTURE FIN ,...,.7<. 12303 TRAFFIC COUNTER SYSTEM O ® . ® CONDUIT. POWER BY C.C. ATTACHED STOCK /PROCESSING BR /AU nett ar 0 0 0 0 ';8 E5-0 ELECTRICAL SPEORCATIONS / SECURITY CAMERA SYSTEM Inn I AREA CI:ac; ofho.ae'area includes Grp Adult E5-1 ELECTRICAL SPEOFlCATIONS r Mock and/ors 0 1,133 0 0 •- 1,133, o. , OTHER staging areas managers FM-0 FIRE ALARM PUN P• •FESSIONAL! Grp Boa • LIGHT FIXTURES & LAMPS QQ®®' BLOCKING, ELECT. BY GC once, employee area, toilot rooms, o o 0 0 0' ADTI -0 SECURITY ALARM PLAN EXIT SIGNS Q ®'. BLOCKING, ELECT. BY C.C. conveyeddunbwaiter, eat corndors ard °'• *'m - 0 _ 0 _ _ 0 _ 0 ; 0" DEMISING WALL FRAMING - k�� C - - I EXISTING, SEE GAP/LL 3 adjacent MEP /CashiP/7rairv,g rooms) c.neazy O.O. 0 o 0 0 0 0 '0` , BRIFVONr°uuel , o • fi t 1 � g A(REENENT 'EXHIBIT B' REMOTE STOCK / PROCESSING Gre Mel o a 0 o a •• 15, O �\ DEMISING WALL GYP BD. G - - I EXISTING, REPAIR AS REQUIRED AREA (Stock area In other areas nithe 008.A O 0 0 0 2 0 .4 E I. M • LOCK CORES El Q. e tI carter . e separate from 11+e store) Gap am. 0 0 0 0 , 0, EMPLOYEE AREA _ _ . _ _ _ _ _ _ _ MICROWAVE 0 0 _ 4 C _ -_- - EXISTING, ELECTRICAL BY G C °w 6•h'e"•m'r 0 0 0 0 0 i BR. Fr ON/ aalal 0 0 0 0 ' 0 REFRIGERATOR 0 0 4 G - - - EXISTING, ELECTRICAL BY G.0 OTHER IMPROVED: (Fades excess. VENDING MACHINES 0 0 4 G - - - EXISTING, ELECTRICAL BY G C am! car nd ors , office, MEP'phare G. ^ . _a _ 0 - - _ _ _ SHOP DRA VIli i � �( I MULTIMEDIA 4 rooms FUNDM office, RWDM cordererce G. F. o 0 �0 0 - . G /PRODUCT SUBMITTAL AND INSPECTION NO SCAL C 1 1' room, RM'OM lmkat room ad RMDM ant G. <,m o o o o o ' REQUIREMENT' J _____ _ _ __ - n _ A00_01 CABLES 0 0 3 5 C- -- I cONDUIT, BY GC. ___ I MEDIA EQUIPMENT 0 0 3 5 G - I CONQUIT, POWER BY C 1 rorndor) 0.6.) n - 0 0 0 0 _ 0 ARCHITECT INFO. EQUIPMENT CABINET 0 0 3 5 C - - I I 5 - TOTALIMPROVED•(r..2.3.4) TOTAL • 0 8,187 0 0 •8,187• ` GREENB i1LMPoNf. & FlI"{CIRM'A _E1tlNfFP GAP INCORPORATED REENBERG FARROW GreenbergFarrow SPEAKERS 0 0 3 5 6 - - I BR■FYI GN'omin 0 0 0 0 0 650 CHERRY AVENUE VOLUME CONTROLS 0 0 3 5 C - - I c:n na,n 1430 W. PEACHTREE ST, NW SATE 200 UN IMPROVED (L Amccupiedand - _ 0 _ _ 0 0 _ 0 SAN BRUNQ, C.N. 94066 ATLANTA, CA 30309 SOUND EQUIPMENT 0 0 3 5 G - - I 6 Grp B.q 0 0 0 0 - 0 Suite West Peachtree Sheet, N W unde.bped areas•wm,n lease tries) Gar _ -_ ___ -__ __ _ __._ _ STORE DESIGNER N¢de S holly (gOq) -4000 Suite2DO - 0 _- 415 - 427 -8476 FIN ITIONS P D 0 0 0 0 0 CONTACT JUSTIN HARDY t 404 601 4000 404 601 3960 . F 6az Nam- r 0 0 0 0 0 EMAL Nic°:e_WoByogop corn EMAIL' )lardyegreenbergfarror corn L= LANDLORD G =GENERAL CONTRACTORI SUBCONTRACTOR O = OWNER 17 TOTAL IMPROVABLE) (5.6) • - Overall TOTAL 0 8,187 0 0 8 187 CPM SCOTT VAN BOXTEL FURNISH - MEANS SUPPLY AND DELIVER 10 PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN GREATER DETAIL TEL 949 -93•, -8083 FAX 949- 930 -8124 ISSUE TYPE: , INSTALL - DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE. I "Total Stock/Processing Areas" divided b�' 'T Oral Improves (I e 0 3 OrviaeO O A 5) : 14 °° EMAIL SCOTT_VAN-BOXTELBGAP COM �_ LL /PERMIT/BID 01 /20/2009 READY FOR INTENDED USE MAQRIOH / SET PROVIDE - MEANS FURNISH AND INSTALL COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED CU SS- I �' • IN (NEATER DETAIL WESTCOR CORPORATE OFFICE SCALE. NOT TO SCALE GREENBERG FARROW GENERAL NOTE 1430 W PEACHTREE ST, NW SUITE 200 11411 NORTH TATUM BOULEVARD DRAWN BY: RDF ATLANTA, CA 30309 PHOEMX, AZ 65028 -2399 A &E JOB NO. 20080538 THIS RESPONSBIUTY MATRIX DELINEATES 1) OWNER AND LANDLORD FURNISHED ITEMS 2) OWNER AND LANDLORD (404) 601 -4(00 CONTACT: GARTH BRYNER PROVIDED ITEMS 3) ITEMS TO BE PURCHASED THROUGH DESIGNATED NATIONAL SUPPLIERS 4) SEE MEP 1ST FLOOR NUMBER OF CONTACT RICH FAUST EMAIL Garth Bryner9r.acendl corn SHEET TIRE: DRAWINGS FOR ADDITIONAL INFORMATION II. OCCUPANT LOADS SQUARE FOOTAGE OCCUPANTS EMAIL: RFAUSTDgreenbergfarrow corn PROJECT INFORMATION KEY NOTES RETAIL 7054 SF /30 236 236 1 GC. IS RESPONSIBLE FOR UNLOADING OWNER FURNISHED CONSTRUCTION ITEMS SiRt1CTURAI EYC4NFFfC 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS 111TH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT STOCK/STORAGE A6R SF /300 3 3 BARRY LE.d. p ASSOCIATES a GC RESPONSIBLE FOR PURCHASE AND DEUVERY 6675 PEACHTREE INDUSTRIAL BLVD 3. GC. TO COORDINATE INSTALLATION WITH PROVIDER 4. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION OFFICE 765 SF /100 3 3 ATLANTA, GA 30360 5. SEE ELECTRICN DRAWINGS RESPONSIBILITY MATRIX PH P0- 457_P376 F•'. '70 -A57 -05 TOTAL NUMBER OF OCCUPANTS 242 I CONTACT: NAFTISAH MUHAMMAD SHEET NUMBER: ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR TOTAL EXITS REQUIRED 2 TOTAL EXITS PROVIDED 2 EMAIL NMUNAMAIADBOARRYLEVIN COM 0 - O N O SCALE NO SCALE N O SCALE N O SCALE OWNER FURNISHED ITEMS MATRIX NO 10 AREA /OCCUPANT LOADS �GI - 7 PROJECT TEAM O SC 4 DRAWING INDEX NO 1 • [ ♦ i♦ i♦ i♦ i♦ i♦ i♦ i♦ i♦ i ♦i ♦i ♦i0 ♦ ♦i ♦i ♦i ♦Oi ♦Oi ♦i ♦i ♦ ♦ ♦ i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦ tl l swu WOW FLOORING R AR STRONG FLOORING.: CLASS C CRMCAL RADIANT FLUX OF 0.61 WATTS/SC) W CODE DESCRIPT ON FULL GUT REMODEL 4... ♦ .. “ .... ��♦♦♦.♦♦♦ ♦ ♦�♦ ““ ♦� ♦� ♦� ♦� ♦� ♦ ♦� ♦� ♦� ♦�, , 1■ CONTACT: ARMSTRONG (877) 276 -7876 E -MAIL' FPO1ECHUNEONtMSTRONG.COM BASE 4 � � 4,� ♦ r ♦ ♦& ♦A ♦A A ♦L . �►p ♦ > A .4.4 ...... A � ► R UBBER BASE - BURKE MERCER 170 'BRIGHT Y81112 COVED. CONTACT COLLEEN CORBETT 800 669.7010. ► ♦ ♦ ♦♦ �� wwr ww� w �1 � GYPSUM BOARD STOCKROOM] + ► 1� ♦� ♦� ♦� ♦�1�(� ly ♦� ♦��.in A � ♦ ♦ i►r. a. .., i,.... :mia.i ia .i. T - AME SPR R .► _i __i♦i ♦i USG 5/8 TYPE X GYP. BD. WITH 3-5/8' X 20 GA METAL STUDS; ASTM E -84 UNDER THE MILL- BURTON [ 1 '.'TAa 'rTN97;,17 11't • Tw. 1 T• •• i T w ACT. IT HAS A FLEAD RATE OF 15. FUEL CONTIBUTION AND SMOKE DENSTY OF 0 CONTACT: OF 15, . y WOOD BASE - 9' X PAT GRADE PO GAP GAPBWY e f d w ♦ ♦ ♦ ♦/1 1 � 5 : ►.�L.� ♦ ♦ ♦ l 7 TL.� ♦ ♦ ♦ 09 ♦ +C ♦ ♦ ♦1 w. r�. w•.+ 1 T '• �'� "�s �w'�!�� r�� L I 0!" . ♦ ♦ ♦ ♦ Ij •'''• ♦ ♦ ♦ ♦.11 r) ►+I � � I 41!jT ► ♦ ♦ �j • ♦ ♦ ♦ ♦ ♦A ♦ + ♦ • ► ♦ ♦ ♦. ♦ ♦ ♦ ♦ ♦�► /.STEVE uuNOZ us cYPA1M ASSOGAnoN U1s) 792 -a4W � r,17 :1 T r -Aufj j 4 • f; �• ) 7"♦��`+��, 41. )� 1.7. � �" / r )� ♦ ♦ ♦ ♦ ♦ ♦ / -' t , :. 1 ♦ ♦ ♦ ♦ � c iA♦! ��AI►♦♦ �� m , i��0 '►� ♦ ♦A ♦ 1 ♦ ♦ ♦ ♦ ♦� ► ♦A ♦ ♦ ♦ ♦ ♦ ♦ O►/ ♦♦ o +! !.!!..!!........ k .W€.:, i 4 ♦ ♦ ♦ ♦I .J� ♦ ♦ ♦ ♦ ♦ ♦{4yy ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ FINISH ►.. .OSV ►.) r S' r g+ F .. ] • 1 ►♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦� ♦� ♦� ♦� ♦� ♦ ♦ ♦ ♦ IO ♦ ♦O ♦ ♦ � �1 1 � ► � YI�� ♦ ♦ ♦ ♦OO [ : ��; � 15, FUEL CONTRIBUTION OF 15, AND SMOKE DEN ' ♦�� ♦ ♦ ♦ �OOAOOO ♦ � ► ♦OO ♦ ♦ BENJAMIN M OORE PAINT - ASTM E - UN D E R THE MILL-BURTON ACT IT HAS A FLAME SPREAD RATING OF IrN ,LAA� ?-'fiO.�T��7T�L!I/y'►g'T4 ...1A, y! �� ♦� ♦� ♦� ♦� ♦�.� ♦� ♦ ♦ ♦ ♦� ♦� ♦ ► ♦ ♦ ♦ � J d/ ♦ ♦♦ 4 'I ♦ ♦ ♦► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ A ♦ ♦ ♦ ♦ 1 SITY OF 0. CONTACT: CHRISTOPHER POWEL., BENJAMIN MOORE ` . 1 ♦:• ♦ ♦ '. � ♦ ♦ ♦ ♦ ♦ �� ♦� ♦� ♦�♦ Z ? 0, � '. ♦ ♦ ♦1: ♦� ♦� � ► ♦� ♦� ♦� ♦� ♦ �/ PANTS (BOO) 642 -5678 _CARPET - vvv - - ^� I I. 1• ♦ ♦ ♦ ♦1 ► ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦� i t i : Vo4' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦'► Cf16FMAA�R P 1NT - AS1M E- 84 -91A. CLASS A OR TYPE I. CONTACT: PAT ROSE 800- 347 -0550 X 821 F ?�� ,4 74,,U;Lft jQ� f uT•,- 3 `i 4! S T � T 4 , 41 1 4 3 .: 1 4!:► o 'G � ♦ � : a' 1♦ ♦ ♦ ♦1♦ ♦ ♦ ♦ ♦ � 1 ♦ ♦� �♦ 4 14 , 0 j� ♦ � ♦ ♦ ♦ ♦ ♦1 ♦ � ♦ � ♦ � : ; ♦ � ♦ � ♦ � ♦ � ♦� i & 415 - 305 - 4829 ♦ ♦ ♦ , c a }t • 4 4 ;�� RSA ► it`1,y � 1 ; ' ,!r�y♦� 1 irf^�1'�'!• d LT4�9 «v 9�2Ai: v ♦A t. ��'WA ♦� - F �� I � 1 1 � ♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦ ♦♦ ♦♦ ► A �µ �� ♦ ♦ ♦ ♦ ♦ ♦ 1' A ♦ ♦ ♦ ♦ � ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PLASTIC LAMINATE C ♦_ ♦ J LL�3�Ti�3�L�G�WAya'j�it 1 1>�♦�♦t♦�♦�♦ ♦�♦_ ♦_ ♦_ ♦_♦_ ♦ ±♦�♦. J y 1 � ♦ ♦ ♦ ♦ ♦ ♦_ ♦_ ♦_ ♦_ ► ♦ ♦ ♦ ♦♦ 2 1�♦ ♦_ i ♦ � ♦� � ♦_� ♦_� � � � ♦_� � �� ► i SEE VENDORS BELOW, A57M E -84 IWTH A FLAME SPREAD RA1TC OF 100 AND SMOKE RATING OF 3S �yA ♦��!u2�''gQ�'�VV. A ?y, ♦(; *� ♦ *J'3 "+ J� * '► � l! � ♦ A:� ♦ � 1 ♦ ! d f ! b ♦ ♦ 1 ,ti. 'rii •6r ,- •�F+ r it -e •. CONTACTS STEVE 7YACK. WAASONART (510) 49 -9555 SHIRIEY DEHRT. NEVAMAR (BOO) 264 -0778 X7708 GAP INC. UESL HEIL, FMICA (415) 956 -7742 CHRISTAL GRESS, PIONITE (6 207 - 773 - 11� . 4 .; 850 CHERRY AVENUE 1 � ♦ ♦ 1 � ♦ ♦♦ �♦ - ♦ ♦ •♦• � � f W � ♦ ♦� � ♦ ♦A � ♦ � . � ♦ � ♦ ♦ `t :. ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ . �. [ I 7 ♦ 1 � + *j,'4. ; {r.4 pi:, U ?* (' *� ♦V' ��I�U`� ,{ V�J ♦ l� ► •" ., �'*'��!'► ♦ ♦♦ SAN BRUNO, CA 94066 I , O ♦ ♦ ♦ � � OO ♦ ♦ ♦7 ♦ ♦ ♦ �[k , ♦ ♦�� ♦ ♦O ♦ ♦ ♦ ♦ ♦ �O ♦00 1 SIERRA PINE; FORMALDEHYDE-FREE WOOD-BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D ♦� A 1 4 11, ,. %j � � ♦'►.(' v. IP , • i .. , i. ♦t• ■ ∎ ► C �I ,Y ;.I ♦� �� ♦ ♦ � • � / ♦r,� " - � " / � ►� �� ♦ 1/ � ♦ � ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦ ♦♦ ►� 2031 -67 -25 WHEN TESTED IN ACCORDANCE NMTH UL TEST 723 OR ASTM E -84 CONTACT. JEFF BAKER 91 ►� , ( . 'v ' � N N4► ♦ 't ' it f 1 � RPET TLS w. • "'4 i 4 STORE NO: 1 � ♦♦ ♦ NUMBER ♦ p I ►�• ♦ " ♦ �� ♦ ♦♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦� ARPET - . 772 -5992 E -MAIL• JBAKER09ERRAPINE.COM ( ) BEnFY PRINCE STREET, M 3677; CARPET TILE. STYLE NAME ILLUMINAREI STYLE NUMBER 2UO� 1 � ♦��!�� 1 ��, ��- ♦ T��d ♦ �1�� ► _ 30 SCREEN WHEATBOA SHELVING : U423 4 COLOR: 709 EXT 5082 OR41155- 264 - [G I APBODY FlTn G ROOMS, WNTAC': ADRIAN LAEKAS. STORE NAME. WASHINGTON SQUARE *M .' 4 ♦♦♦ " I4r ''' "�♦y ♦ ♦'I''♦ ♦ ♦� ♦CI �A YKATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FUMESPREAD INDEX 95 FABRIC _ STORE LOCATION: N O SCALE ��^♦� ilbr ; �'icti r ♦r ti . ♦ ♦:♦ �: ♦: :Vt.Z14 ?�;�.�;./1` = 1�..- -." a 4! SY IF74 .'•1•., r'r:r Cgil"w r' ,q tre!. NOT USED � y l � +t � ; � ► � ; �� ti � ' i�1J• � ♦♦ ♦♦ ♦♦ ♦ ♦ ♦ '� - - �� ♦' ►�. � ASE ♦� '1.41 ` • ♦ �S► ' �' 1i li�� ♦ ♦ . 4 04 0 . • 44 Z:' . ♦ + ►4 j �ir�r ► r� � ♦��►i ♦ ♦� GAP /GAP BODY, SUITE F06 ► r' V'♦' r►' F►•'♦ ��♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ `7 ►� ♦ ♦ � ►� 'r ► ♦� ♦ ♦ • ♦ ♦ ♦ ♦ •► �♦!ii.�i�/e. Ise♦♦,►. �i.�o. � A ♦�►.��A♦�1 `�� ♦� ♦� ♦�♦� / ♦♦ •A ( ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦♦ VAS y ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ 9677 SW WASHINGTON SQUARE RD. •w ,•�� • w ww • www • ASRA RUBBER ER BA 9 8, TYPE 7S, GROUP 1, STYLES A & B - FEDERAL SPEC. SS -W-40A TYPE 1. STYLES A & ��_y 4►.A_�4► ♦�4�.��0� ♦ �� ♦ �� ♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ B 0-66 E84 )CLASS B RATING N1iH SMOI(E DE NSI TY OF 150 -200 CONTACT• COlED! LORBETT, ■ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ p♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 800 669 7010 EXT 550 TIGARD, OR WINDOW FILM ��== �-�- ♦-�-� ♦� ♦� ♦:• ♦ ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦� ♦_ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ MI FIBERGLASS REINFORCED PLASTIC ►' VERIFY GROUT WIDTH PER SPECIFICATION T1 T6 1 V * 6' -e 4r ; t'L!!i'.51�4? , i�y�►f'� ► • UT � R ;1�! * ?i!! irk !Finn- A;Qil��rl, ?�.,�.' , 97223 t r ^ "r w r'►'r'r"r� r'r'T'r'r'r'4►"r'r'r' �.r'�r l SPREAD aoo SMOKE CETIETRA <4 CONTACT MARLITE. 800 - 4 ' . 1 W/• 441 ► ��♦♦ ♦♦♦♦♦♦♦♦ i♦♦♦♦ ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦�� ♦� ♦� ♦� ♦� ♦� ♦�� r firer -': ♦♦♦♦ 17 4� 4 � , ♦ ♦ ♦ ♦ -44400.-1°- - iv ∎E ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ riot- - ♦ ♦ I 7 F , �rj e , In - ASTM E -34 CLASS IDC FUME 5G ( ) rS : � W oi 4 # 4 .7 i4 .-w ro P ex r ,�Nt� . * r'�. ,,i. trait. ,, ` GAP PROJ. I D.: 0000044154 ► ♦ ♦ ♦ ♦e rr+►r rr i4 1 • •- - �•40 - •4 4 ♦ ♦44 r •r ri AR FLOOR WALLS CEILING REMARKS " T ` ' LV '4'4 ' I•∎•• IVVA y♦ L 4> • 41- •4 + / ►' ► ♦ �� ♦A.A4,: „,,, „,..4, 4►W��.L.� ►AC.4 ,, ..... _ CARPEFTII E / ♦ • ? il^♦♦♦♦♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦r ♦ ♦ ♦ ♦ ♦ �� 41_vl•_v'_I ♦ _ ♦ _ ♦_ _ - PROTOTYPE V9 DATE: ►V:4T VS = G r� Y♦r ♦ r M ; + 4 r, : fn,:FP W. Ti4r r r - 117.771 7. - r r P -1. Al r r�r ♦r♦ ► I "'''+Eat �® ' BG TEEM PRNGE STREET - ASTM 648/ NFPA 253, =CAL RADIANT nut Q62 ASTM E662 SPSPECIFIC ♦ ♦ ♦ ♦ ♦ ♦ � I LVtyi� ♦ ♦ ♦ ♦ ♦ ♦ ��e , � I ` V�=i ► ♦ ♦ ♦ ♦ 1 J � 1 ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦ 1 �♦� ♦ ♦ ♦ ♦ ► SALES AREA WOOD WOW PAINT PAINT PANT I11' -0" - OPTICAL DENSITY OF SMOKE GENERATION BY SCUD MATERIAL DM = 183. CPSC FFl -7D FLAIABIUTY TEST. . ► 08/11/08 ♦ ♦ ♦ ♦ ` P=A ♦ � A r 41 .1.I ♦ ♦ � • ♦:i }�W� l * 1 ♦ ♦ '� � ♦ � ♦ ♦ ♦ ♦ ♦ ♦ � � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ► 621 Bt 9 P52 P435 P53 .PAW GROUT SEALANT ♦ ♦ ♦ ♦�" RRR �.{ OPENING Q1 02 2009 A ♦ ♦ ♦ ♦ , i fk,, 01∎ ♦O ♦ ♦O ♦ ♦ ♦ 3�' ►'rL ° +W° ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ � ♦ ♦ ♦ ♦� ♦ ♦ ♦ O ♦ ♦ ♦ I I LE GROUT TRI • I I I M I I (=GROUT - HYDROMENT CLASSIC BONE SANDED AND UNSANDED USE WITH ►O ♦ ♦ i ♦ i ♦ i! : i�L�O p ♦♦♦. o, ri��i ♦ A ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I . ♦ ♦ ♦ ► ► T85 037 P52 FLAME SPREAD EAD RATINGS NO SCALE 6 {? ♦•E ;* s ?i *;2�" i�4*i s? :r R:?i" :T' ±i � "T�i":!i�i ��:!: ►♦♦ ♦ ♦ ♦ ♦ ♦� ► ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ A ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦U • f 4►♦♦♦♦ A♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦! ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦i, , �w•r•w•w , w• T, ••,, •�••�,.r� •••• EVISION 0 ►' ► ♦ ♦♦♦ ♦' ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦11[4 ♦ ♦.O ♦ ♦♦ ♦A ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� I I I I QC.♦ �f��i�fil* �rsT�Ru�4? •.!^la<IT�►��!•'Z�►c��L>:!•ri.� v, ^S► ♦. ♦. ♦.♦� ♦.1 ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ n ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �♦ ♦ ♦� ♦ ♦ ♦♦ 01 ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1' ♦ ♦ O ♦ ♦ ♦ ♦ ♦ ♦ r' ♦ ♦ ♦ r te 1O7 ♦ / ► ♦ ♦ ♦ ♦ ♦ O ♦ � ► " ♦ ♦1 � ♦ ♦ ♦ ♦ ♦ ♦ ♦4► FITTING NUr WOW PAINT PAINT PANT 11' -0 G TO 030 GROUT - NAPA ULTRAWLOR POLY/AER- MODIFIED SANDED TILE GROUT X27 •SILVER'IUSE 'MTh TIM. T420) ► ♦ ♦ ♦ ♦ ► ♦ ♦ ♦ ♦ , ♦ ♦ V , ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦V � 4 i�� ♦ ♦ y ♦ ♦ � ♦ ♦ � + ♦ ♦ ♦ C ORRIDOR INSTALL G31 GROUT - CUSTOM BUILDING PRODUCTS 05 MIDNIGHT BLUE USE WITH T64 ►•► ♦ ♦ ♦' ►♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ 1► ► ♦ ♦ ♦ A A ♦ ♦ ♦♦ ♦�� ♦ ►♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ® 1 819 I P52 I I P4391 I P53 MARKETING GROUT - MAPO ULTRACOLOR POLYMER- MODIFIED SANDED ♦ ��.♦ ��. ��♦ �� ♦��AAAA�♦�A� ♦� ♦��A / TILE GROUT 193 'WARM GREY [USE 111111 111111 TBS,T422, ► _- . . . -.-., .�. . -_ TRIM p ; Tins • i Ip„,. ? :, - - v :',sr47 :r4jl1K'S.r� - lira :r�r r1 r - r- - - 0 P52 1 C HIC DN T423, T424] ►' p.11•'41 V ` ♦ 'I�y'i1 + ♦ ♦♦ Z4 V �la. ' , 4Ei ♦ ♦ ♦+�. ♦ ♦1► ♦ ♦ ♦ ♦♦ AU. WALLS Ell GROUT - LATICRETE SPECTRALOCK - 5 'MOCHA' [USE WITH 14251 4 00 •i�� i ♦ i ♦ i ♦ i�i i � _ ♦ire ♦ Oi .� i ♦p� ►♦ ♦♦ ♦♦ ♦♦♦ � ► + ♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦ ♦ , ♦ 4 59 .. ♦,♦ ♦, „ ♦ p FITTING ROOM W WOOD PAINT [ANT P NT 11F -0' - NO ! ►♦ ♦♦♦♦ ♦gip ♦p♦♦♦ ♦♦IDii ♦♦♦ ♦ ♦ ♦ ♦ ' -A ' ♦.♦♦.I ► ♦ ♦ ♦ ♦ ® 1 819 I I '52 I � ► ♦A♦ ► ♦ ♦.i�♦ ♦�: ♦A ♦A�♦ ♦A ♦A w ♦ ♦ ♦♦�A ♦:, ♦♦ � ♦ ♦ ♦� • ! TRIM 1 GLASS � a ► ♦ = - = ♦ ,: ♦ = ��= ♦ 4 ♦ - ♦ = ♦ = = �ralj = , ♦4 ), ∎ A ∎ = ♦- ♦�= , �= = ♦ �1 1 i P521 MIRROR GLASS - 1/4' SILVERED MIRROR CUSS N1TH POUSHED EDGES AND MIRROR BACKING PER www w w ww w www w 41e! www w ww w ww w ww W•4 SPECIFICATIONS. W 4E 4 0 44 � ! i`i ��S:� 1. :: ♦ � i 3� ∎ .0 GAP ROOM SCHEDULE " °S`A` 8 _WOOD FLOORING .�.r.. . . • . ...• .•..�... . .. . . . ♦. 49.. 4. NOD PUNK FLOORING - 3/4' THK. X 3 1/4' ND„ 12 TO 84' RANDOM LENGTH, SELECT GRADE, OAK • PREPNISHED 'WALNUT' W CURVED FINISH MDT CERAMIC MOTIVE [SALES FLOOR] ARMSTRONG. CONTACT: SALLY LEASH 717.396 4491 E -MAIL SALEASHOARMSTRONG.COM. AREA FLOOR WALLS CEILING REMARKS �♦ ♦ ♦�lt = ! J ' T ' V� � r eatir l Ar. " 3 ♦4 �' L' , ?�7 �� r , V * +'i / r , 1n : �' • `AMER AL BASE 1 MATERI MAIEOAL ®_ • ♦ ♦ • t a r, L ♦ l i ' V'+ j44010. ♦♦ ♦ ♦ + ♦ ♦ ♦ ♦- ' ♦ A ♦ ♦ ♦ ♦ ♦ • ♦ � ♦r ♦♦ ♦-• r ♦ ♦ ♦ SALES AREA WOW WOW ENT PAI '( PAINT it ' -D' - ♦� �� ♦� ��i ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ♦ ∎ ♦ � ■■■■■ �� H21 619 1 [ P52 P53 AREA FLOOR WALLS CEILING REMARKS ._ TILE GROUT � TRIM 1 I ra&m �� METAL � P R Qr T4201 1 �^' I P52 1 _ M3 METAL - 16 GA 14 BRUSHED STAINLESS STEEL [INTERIOR STOREFRONT BASEL FL E STOREFRONT TILE (RFlLL) IAFTAI 911 I- _ � . S' MATCH MALL METAL - 4MM ALUMINUM COMPOSE PANEL WIN (2) SHEETS OF 002' (NOMINAL) GAUGE ALUMINUM 6411 A 1 POLYETHYLENE CORE BY • VENDOR ! k' 123O ' , iff FITTING AREA WOOD WOOD FAINT PAINT 1''I T 11' - - 1(1 T85) I P73I I ��777 H21 1 1 819 1 1 P52 I I P435I ' El 1 ■ •19 I GROUT INTERIOR STORE METAL PANFl C ODE DESCRIPTION PAINT MATCH MALL AFTAI PROFE ST ® (I GJ7) M3 I I P7J I I MI5 I 1 ACCOUSTIC TILE CEILING ill SEALANT - AMERICAN FORMULATING & MANUFACTURING (AN), SAFECOAT MEXESEAL. (619) 239 -0321 USE [STOCKROOM/EMT CORRIDOR FLO ACRYLIC GLOSS ENAMEL COLOR: N 0 AT3 24 X 48 ACT REMODEL TILE FOR STORES FLOOR FITTING ROOM WOW Imo+_• P 1 P•I !•AINT 11 1 _0' - - ARMSTRONG FINE FISSURED 1830 PAINT - BENJAMM WORE 1ST COAT - SUPER SPEC LATEX ENAMEL UNDERWATER & PRIMER SEA 3 r I H21 • B19 CB 1 . 414, ♦ ♦�` --"Fr �A , t"'i -v1 a�' - �q i ` 11"r�ro�'�A� ♦ ♦ ♦ ♦ ♦� + PRODUCT NO R53, GALLON FORMULA 1811-20. -1811-20. 2ND AND 3RD COATS - SUPER SPEC LATEX SEMII-GL• • OREGON #• g ,+1 4,11 ♦Ij / f :f ► P f '�� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ENAMEL PRODUCT NO: /276 GALLON FORMULA NH -29. (UNTINTED 1B BASE) 18006425678 [TRIM & ./ nj TRIM ;. il►' ►4� / ► /►akil ..Iri41A:L ► ;[:4 44'4 -♦ ..CI► ♦ ♦.. ♦ ♦ ♦41 G 1 'P• >�♦ ♦•• ♦ + ��r� ♦� •� •41. • ♦� ♦� ♦ ♦ ♦ ♦ ♦ ♦' TI L E SELECTED AREA COUNTS) .� rE j 5 � • 1 P52 IPAINT - BENJAMIN MOORE. 1ST COAT - SUPER SPEC LATEX ENAMEL UNDER - ��AA♦ ♦•. " ♦ ♦ ♦ ► ♦A�♦ ♦♦ ♦'� ♦ ♦� ♦ ♦ ♦ ♦ ♦- ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � T6 CERAMIC TILE -DAL TILE P ATTERN DAL GLAZED TILE, 3 0 6, K -1O WHITE. CONTACT TAMARA CRANDUSKY • WATER & PRIMER SEALER ♦ ♦ ♦ ♦ App: : ♦ ♦ /( • ' ♦ ♦: / ♦ ♦��♦ ♦�� ♦ ♦ ♦ ♦ � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � 1 415 -776 -4435, 415- 290 -8302 EMAIL TANARAGRANDUSKYODALTILE.COM [TOILET ROOM WALL] PRODUCT NO /253. GALLON FORMULA: V91-2Y 2ND AND 3RD COATS - SUPER SPEC LATEX FLIT PRODUCT C // O • �' ♦ ♦ ♦ ♦ y ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦' �Tr .� •. ^�t• %.�� iT��. ' y� T } �'+'E:' 1 ' y �P 1��4 .B�•�i�� ►5 NO +275, GALLON FORNUU YM -2X. (UN 1B BASE)18W 642.5678 [CDUNGS] • N O SCALE ♦� ♦ " -" ► ♦ ♦♦ �� ♦ ♦ ♦ ♦ . /� ♦♦ � ♦� ♦ ♦ ♦♦� ♦� ♦♦ ♦��41 0. 41t.A . . - 47t' , 0B '1►I . .' A , t o. � .e .• " "i,..o „ . -,mi. - � it ♦ ♦ � ♦O ♦ • PAINT - PPG GLOBAL REFINISH SYSTEM DG�90909B 'GAP BLUE' CONTACT PPG CUSTOMER SERVICE FOR GAPBODY ROOM SCHEDULE 1 /2' k r- ':-1 ' 1 , 1 7 - : -, ♦� ♦� � �� i� �'® [STOREFRONT PORTAL & D MATE) (INTERIOR 1 Im T64 I 031 I ( W I I P MS P72L P MI5 ' -it 1 _ V ► ♦ ♦ � q, �� 3 &,. ^ y + Tl , '. ✓ ♦ W .� ♦ V i .4 ♦ ♦ � ♦ '�v T � T U ♦ ►.V. ��. ► ♦W . L .V •� � �"�� ♦ a �� • LOCAL DISTRIBUTOR (800) 647 -6050 M il l s N l• • ' ' r! - T�T�T:r r_iT:rd�T�T�T:T r�r .u�ir�riT:rd:��.�i�4► STORE) 1 I I I I to ♦4044i ■ il -iti. . . . ♦4►...♦ ♦...► ♦ ..._, A -*® VENDOR FRONDED FINISH - HIGH GLOSS GAP WHITE _.1._ u � . � � , � I O r r 4,PT T ♦t P - ♦ * - 0 4,41 )� .- � - iTri� q ► DISPLAY ARU'nLE N/A PANT PM 11' -0' 164 i COMPOSIIE TILE - 9109 AZUI MARINA H I/2 X 54f' X 2 - 3 5/8 TIL CO NTACT. TA PAINT - BENJAMIN MOIRE 1428-21 DT AI. ACRYLIC 0.055 ENAMEL COLOR. 'SAFETY RED'. 1.8006425678 ARCHITECT INFO: ♦ ♦• ♦ � ► ♦ n4 ♦ ♦ ... A . . ♦ r �� ♦ / GRANDU9(Y. 415-776-4435, 415-290-8302. EMAIL TANARACRANDUSKYWALRLECgA [STOREFRONT ENTR ill R00M/E)OT CORRIDOR FLOOR OR WALLS] � "" .� ♦�f • * 1 � e t '� - 'r al ►I ,I 185 I 1P4351 ( PORTAL FLOOR & BASE] 1800.6425678 Greenber farrow ;LAM. -4 P, 4 • IP,F1 ! IV rt ,,i� r� -�7• V - r r 1 _ P80 PAINT - BENJAMIN MOORE 1428-15 DT M. 'SAFETY YELLOW' Greenberg farrow • 41 . ��: + ♦♦..,♦ ;��'y�•.T.,,, f . In ,M 4 , 1 ` ► g•� , ► LLyV ♦ ► ♦ ♦ - ♦ r INC. ANGEUCUS HONED, 3/8x23 5/8 X 23 8 ' ' ' TILE, OR OR WADS] MATTE SEALER CONTACT: PATTY DURKEL 631- 273 - 4445 02212. NOTE: PROMDE 1/16' GROUT JOINT. [GAP/ 1430 West Peachtree S `J �, . ♦ ,♦��.,.. ♦:•�{ slip. IA�{_�► •1ti� � pTrl �� ► r" � � 0 . r" 3 � • T85 ;TERRAllO TILE - INNOVATIVE MARBLE AND TILE, 1 P400 TAPE, MUD AND PREP. WALLS ONLY NO FINISH REQUIRED [STOCK AREA] Street, N W N �' ♦ ��w� �♦ '� �' / � FLOOR/WIDOW DISPLAYS Suite 200 ►'�. � �� '' ♦ ♦ •_ , � 1 ♦ / 4 ► STOCKROOM/ SEALED CONCRETE AMYL COVED GYP BD ACT VARIES GAPKIDS SALES FLOOR/WIDOW ] �'r.. T :T .�. . "�' 'r)r Er TA T j� � �I �r ► . ♦ ♦ ♦, � 1 ° ,w.'# �, 1 � � � / ' CRANED A NDRE, '_ �� r+ +' � ,1�,t i+.' { C� , _ �� A Atlanta, GA 30309 . �, ►.♦♦ ♦,� ► ♦ ♦ ..► STORAGE P49 B8 P400 A13 HONED DELORIAN GREY e X 24 INSTALL IN STANDARD RUNNING BOND ,, :' _'��4Y•�.�Q ��• �� .��_ �,� t 404601 4000 f 404 601 3980 i ♦ � � . ♦ • .r �� • ♦ #4 , ► �- ♦♦ ♦♦ I I I I I T420 ;PORCELAIN TIE- (PATTERN. CONTACT TAMARA GRANDU9(Y 415- 776 -4435, 415 - 290 -8302. EMAIL: AIN- 2000 WHITE- SCUFFNASTER SCRUBTOUGH PRODUCT NO. / G5704544 GC. TO ALLOW ONE WEEK �A�AO . O ♦ ♦=•♦ 4 .4. N ,. s ► 'STRIPING/ ITA ANTACT. TAMARA GR A [ GAP BODY SALES FLOOR ] LEAD TIME AFTER VENDOR'S RECEIPT OF PAYMENT CONTACT SCUFFMIASTER. PATTY ROSE 800- 347 -0550 X ISSUE TYPE ��♦. � rr . , O.y ♦, .♦ r . ♦ ►_♦ ♦ ♦�. / ► 'er'3ta 4 r i w �eF a r �''J y� " rr�' ♦ tea 4 � C ' ! • ! PTGW [SALES] u ♦ .1j 4 , # � � / � L P D 7 o 9 � p P e B�O + ' 5 � � 821 & 415 - 305 4629 SAES LL /PERMIT /BID 01/20/2009 ,� ♦ ♦ ♦ � ► O ♦ ♦ .�O 0 ♦ + ♦ I I � ... � Wr .' : r, 1 A�,. j �, t 1 '.';t y ► lri ,i' . �. '. i * i , i TA V . • % . i 6 www- -. t∎t.. A! ♦ O . !♦ wd s.♦s�� _ w ♦ i 0 ► n ri ty : �- 1 .. ... - AC • it - - �♦�r. ►♦ ♦ 4. a 4 ' ' AV'' 0 ` ♦_♦►w!4►!i!♦% ! ♦ �i♦ �i ! i ! ♦!♦ ♦!.! ! ♦!♦ ! ♦ !1 � i ' �+ +, •xL� few �A�;►� � ...,�;*js:�* tee. .fir I SCALE AS NOTED • Kn . r s 4Ta +1f .7 .71 i . , � , ^IZ E P ��' I � +3► • w � � ♦ ♦ LA�A�. ► • .• T . ..'c?S T' - •., r Y-. , v � ; . •• .�,�.�+� • • )1 4 : .1 # 1,44 . ♦M► ♦ 1 ♦ [�k y � 0,Ap .paoz ♦i.. ; � t r.. 4,4_ . ♦... " .- O ♦ ...it ♦.. ♦� ,. ♦ te a ?' ♦ 4 7 - iF 0: � �t Who 1 10 sit�A • ".04 *b4'4 3 4 .44 ,4 �e m�. ♦ i' . * ♦ t e °1 *V e** ♦ o . ♦ e i ♦ e ie • ♦ A e • ♦ DRAWN BY. 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Jl � � R OOM :1 1425 102021 1 1425 I 102021 1 T6 1 1 05 1 P53 J • 4.4,;l,. �` ,,,( �. ,.. .r+, ]..1(� �1 • -'440 y ', +• w � • • 41 ,, • # i , 4 , ` , J., ' ,4 • . z _ - - � r .A.♦Ab / , , . ` L i : IL:3A B '�i4'D =.i. 4 �..♦�.♦ �•..= ♦.❖:.a , rya: + ' + ' .�a - ∎ ? ■ - .t . ; ;S_ _ _ �A ■ ri r n+ '�`,, + +Yy r ._.+ �' 4 / 1425 -CERAMIC TILE - DAL n D171 OTYUN KOHL KEYSTONES UNGLAZED. CONTACT. TAMARA GRANDUSKY I r � + y . ��`, 1 -4435, 415- 290 -8302 EMAIL TAMARAGRANDUSKYWALTILECOM [TOILET ROOM FLOOR] PLASTIC LAMINATE . . : I ♦ ti- � . v 4 , ' 7 7 ' jq► Fq Fyn► ?7 2`�s01: r,7'+l N • . S yr ► 'gi .4_ �'' For { 7� .. :E ( r��],�`L'+ �s, `• +_ :'''', .. aw.' --.' :f; +- • /- 1 ",l. - r(+_► ♦ • ♦ ♦ ♦ r. • 9w�d: W �� ® / ' p . A.11 .. �� I � r E a , y b ,o, o ♦ r�l►� wnslo taxi V �� i PL402 PLASTIC LAMINATE - INDIGO D379 -60 WLSONART LAMINATE 1 -800- 433 -3222 [GAP ADA BENCH] SHEET NUMBER. !!9 .6,.. amr ∎ �. � .. .. ∎ S I .�►t� . .��rrir. I J�.o�� . .. . w•• r w .ww • • ■ w•w2 �i[Lry 7V" v • 'A'•� • t A & . ..w.w ..•o.w.We469v m�mo2► ®�6�.Wivwoitia ± 6 4.1.1.OY A0.4 x :� . Va gi ?3:CC'►i�a�i .1..tiN /`1 O �; � ► ° ' � - 1 �1 . ��I�:. ; GENERAL R SCHEDULE NO SCALE 7 F INISH SCHEDULE CONTINUED NO SCALE 4 FINISH SCHEDULE NO SCALE 1 � ti m � . S R��a�s A A011_01 A011_01 I O WALKS AND SIDEWALKS SECnNN AA A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COJMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL. EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SUP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP - RESISTANT. D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAWL. AND A MAXIMUM OF 1/2' IN SIZE. F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS C. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER 1NAN 1.2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL WHEN CHANGES IN LEVEL GREATER THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS H WALKS SHALL BE PRODDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS OF AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAIUNCS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 38 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL O TACKLE SIGNAGE A. WHEN SIGNS !DENNY A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE OR WHEN SIGNS DIRECT OR OW INFORMATION ABOUT A PERMANENT ROOM OR SPACE OF A BUILDING OR SHE CORRESPONDING TACTILE SIGNAGE SHALL BE INSTALLED. WHEN SIGNS IDENTIFY, OR DIVE INFCMATION ABOUT ACCESSIBLE ELEMENTS MID FEATURE OF A B BULDNG OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBIUTY OR PICTOGRAM, WITH THE EQUIVALENT VISUAL MID TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6' IN HEIGHT. C. VISUAL CHARACTERS SHALL BE UPPERCASE. STANDARD SANS SERIF FONT. THE HUGHT OF VISUAL CHARACTERS SHALL BE A MINIMUM 5/8' PLUS 1/8' PER FOOT OF DEWING DISTANCE OVER 9% FEET. CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER STROKE WIDTH OF VISUAL ONLY CHARACTERS SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 30% TACTILE SIGNAGE DUPUCATINC THE INFORMATION SHALL BE PROVIDED, EITHER AS PART OF THE VISUAL SIGN OR A SEPARATE TACTILE SIGN PROVIDED. D TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32' OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5 /8' AND 2'. CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER CHARACTER STROKE WIDTH SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 15X. CHARACTERS SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40' OFT THE BACKGROUND, WITH DOTS SPACED 1/10' WITH -N CELLS, AND 1/4' BETWEEN CELLS (OR SPACED PER ANSI TABLE 703.5) F TACTILE SIGNS STALL BE MOUNTED 48' MINIMUM, AND 60' MAXIMUM ABOVE THE BOOR TO THE CENTERLINE OF THE SIGN AR 1B' X 18' CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SON, BEYOND THE ARC OF ANY DOOR SWING WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SUE OF THE DOOR WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE RIGHT SIDE G CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A NON-GLARE FINISH 0 RAMPS INTERMEDIATE LANDINGS ON RAMPS SHALL HAVE A DEPTH OF NOT LESS THAN 5-0' WHERE A CHANGE IN RAMP DIRECTION OCCURS, A MINIMUM 60' BY 60' LANDING SHALL BE PROVIDED 18' 50/'✓ CLEAR SPACE g !PICTOGRAM' i (WHEN USED' LOBBY,.-: A ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 20 (1 12 MAXIMUM) B . 1 12 SLOPED RAMPS PATH LENGTH GREATER THAN 72' SHALL HAVE HANDRAILS ON BOTH SIDES. C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 E INCHES PLUS THE WIDTH OF DIE DOOR THE TOP LANDING SHALL HAVE WIDTH NOT LESS THAN ITS DEPTH F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24- INCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18 -INCHES AT INTERIOR RAMPS. G THE BOTTCM LANDING SHALL BE NOT LESS THAN 60 INCHES DEEP H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 INCHES. 60' MIN I N I ll RAmp -- I \ I 1 J. RAMPS SHALL BE NOT LESS THAN 4•-0' WIDE RAMPS SERVING A PRIMARY 1B' INTERIOR ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE PEOPLE SHALL BE NOT LESS THAN 5' -0' WIDE K HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND EXTEND A MINIMUM OF I FOOT BEYOND THE TOP AND BOTTCM OF THE RAMP 1_24' EXTERIOR LANDING AT RAMP L SURFACES OF RAMPS SHALL BE SUP- RESISTANT M RAMPS A LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAIUNG OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SIPPING OFF THE RAMP CURB SHALL BE A MIN 2' IN HEIGHT MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30' 1:12) 30 FEET 1.16) 40 FEET INTERVAL MAX 1 20) 50 FEET 4O STAIRS A STAIRWAYS SHALL HAVE HANDRAILS ON EACH SDE HANDRAILS must NE 11/4 INDIES TO 2 INCHES IN EIDER CROSS SECTIONAL DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH HANDRAILS SHALL NOT ROTATE IN THEIR RTTINCS B. EXTERIOR STAIRS. CAST IRON (NON -SKID) STAIR NOSINGS MIN 2' WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND AT EVERY TREAD C INTERIOR STARS. MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LONER TREAD OF EACH FLIGHT OF STAIRS TEl BE LOCATED 1 INCH FROM NOSING STRIPE TO BE AS SUP - RESISTANT AS STAIR TREADS HANDRAILS 0 DOORS A. LATCHES AND LOCKSETS PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR B ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING DOORS AS FOLLOWS INTERIOR DOORS - 5 POUNDS PRESSURE EXTERIOR DOORS - 8.5 POUNDS PRESSURE FIRE DOORS - 15 POUNDS PRESSURE ADJUST CLOSURES AFTER INSTALLATION MID TEST DOOR COMPLIANCE. C FLOOR LEVEL AT DOORS THRESHOLDS THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LONER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1.2 (SEE BELOW). LEVEL FLOOR OR LANDING THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 7A. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). D DOOR WIDTH A HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES MAL GEAR WDTrc 32 RICHES MINMUM YATN DOOR OPEN 90 DEG MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A 9ADO111 UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. d LATCH APPROACH 12' MIN FRONT APPROACH © PROTRUDING OBJECTS STAIRS PULL SIDE 24' MIN PUSH SIDE PULL SIDE 18" MIN R-1/! MAX. PROVIDE SECOND SET OF HANDRAILS AT 4' 61 WHEN CHILDREN ARE PR USERS TW = TREAD WORM 1' MIN 1 NOTE MINIMUM STAIR WIDTH = 36 NOTE ALL STAIRS TO HAVE CLOSED RISERS — 11 —1 11/2" MAX THRESHOLDS 11 1U4' MAX. 3x I e SIDa LPUSH SIDE I 54' MIN HINGE APPROACH I PULL SIETE X =36' MIN IF Y =6D' I OR X =4Y MIN IF Y - 54 . 48' MIN � - PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PUSH SIDE VESTIBULE FIGURE KNEE AND TOE CLEARANCE 32' 1P MIN BOTTOM RAIL OR PROVIDE KICK PLATE SPACE IS NECESSARY TO ALLOW BACKING AND 16' TURNING SPACE FOR A MIN WHEELCHAIR TO CLEAR THE IN. SWINGING DOOR A. PROECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27 AND BU' ABOVE FLOOR MAY PROJECT 4' MAXIMUM - LEADING EDGE AT OR BELOW 27' MAY PROJECT ANY AMOUNT FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27' AND 80' ABOVE FLOOR MAY PROJECT TY MAX PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE B. HEAD ROOM 80' MINIMUM 0 ELECTRICAL 77- EL£CTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE B WTCHESS MID CONTRO FOR UGHTS, APPLIANCES, COOING HEATING AND s. F V E NTILADNG EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN E C ARE ALARM INITIAT DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, GROUND ORN SIDEWALK 0 PUBLIC TELEPHONES A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES 'HAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO USE WHEELCHAIRS B THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 54 INCHES WHERE SIDE REACH IS POSSIBLE, AND NO HIGHER THAN 48 INCHES WHERE FORWARD REACH IS REQUIRED 0 DRINNNG FOUNTAINS A THE BUBBLER CAN BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN B. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF 346' FOR PEOPLE WHO HAVE DIFFICULTY BENDING OR STOOPING C THE BLAMER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HICK ON A FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN 17" MIN N' MIN 25' MAX 0 SANITARY FACILITIES A. GEOMETRICAL SYMBOLS 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4 INCH THICK PATH EDGES, 12 INCHES LONG AND VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK WITH EDGES, 12 INCH IN DIAMETER. 2 UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK, 12 INCH DIAMETER, WITH A 1/4' THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. 3. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT 4 RAISED LETTERS SHALL BE PRODDED 0I CONFORMANCE TO ANSI SECTION 703 4.2 AND ACCOMPANIED BY GRADE II BRAILLE PER ANSI 7035 AND SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF DIE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH 90E, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH THAT BRAILLE IS BETWEEN 40' AND 60' ABOVE FINISHED 90X. MOUNTING LOCATION %TALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR 5. PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 8 INCHES (152 MM) IN HEIGHT. B ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL WI EQUIPPED 1MiH A LOU. CR U HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. C WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 5 LB/F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE HIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. D. URINALS PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR RIM ELEVATION TO BE 17 INCHES A.F.F. E LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO B INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES FADE. TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES X 46 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING PINCHING. OR TWISTING Of THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F F. ACCESSORIES WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH AU. OPERABLE PARTS, INCLUDING CON SLOTS, WITHIN 40 INCHES FROM THE FLOOR. MOUNT MIRRORS PATH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER A LAVATORY OR COUNTER MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERS SHALL BE MOUNTED NO MORE THAN 35' FROM THE FLOOR LOCATE TOLET TISSUE DISPENSERS ON THE WALL WITHIN 7' MIN. TO 9' MAX FROM THE FRONT EDGE OF THE TOILET SEAT. C THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT. H. SINGLE ACCOMMODATION A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMMODATION TOILET ROOMS. 44' CLEAR FLOOR SPACE SHOWN DASHED 36'BAR MIN 47BAR MIN , TOILET ACCESSORIES PRIVACY TOILET WkX PRIVACY LOCK ON DOOR 32' MIN CLR 18' MIN TOILET ROOM RAN MULTIPLE ACCOMMODATION TOILET STALL MULTIPLE ACCOMMODATION 36' MAX NOTE THES FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY MEANS OF COMPLIANCE REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS TOILET ROOM, FIXTURES AND ACCESSORIES 47 GRAB BAR -- WITHOUT STOPS ROLL PAPER HOLDER IT' T019' NO SCAE FULL GUT REMODEL GAP INC. CORPORATE ARCHITECTURE 850 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.. 2805 STORE NAME* WASHINGTON SQUARE STORE LOCATION: GAP /GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 -4452 GAP PROJ. I.D : 0000044154 PROTOTYPE V9 DATE: 08/11/08 OPENING 01/02 2009 REVISION # SHEET NUMBER AO -3 z\ 12303 DwIRBEGI4i 1 20101 ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N W Suite 200 Atlanta, GA 30309 t 404 601 4000 I 404 601 3980 ISSUE TYPE: LL /PER /BID SET 01/20/2009 SCALE' NO SCALE DRAWN BY RDF ARE JOB NO 20080538 SHEET TITLE ACCESSIBILITY COMPLIANCE / ANSI re 1 3 , UNISEX FITTING - \ HCRmNGRM. FULL GUT REMODEL - K fi! ROOM ; CC' "" i r \ B B � / l O (A ----\ A l Z GAP BODY (- ; ( Y - 2 -\ ) 1 ' Y((� .� a 1_ f ^ �Y' i 1' -ID7�• a ` 1r " s 94 S SQ FT } ',-,-/ .._ - �" Li: i '11x 19 ' -19._., 1 -9 15 ,_ 6 . O 1' - Y -4 iB 15 - 8 • 7 -4 -- -T - - . WOMEN'S TOILET STORAGE - - -1 4 ROOM III - • . 1 so 11 I °pp - I % I L. ". I ." " W, 'IMRE MEN' T LET I OI r-A - ir 5 1 on?. o o �� I 3 " 41 1 ; I ' 28 CLT • 66 SQ. FT O I, 1 5 1 © � E 1 o 10 © 19 29 10 ® © L i !•"�,; o�,r7 c� E_ Ilk i j 1 I 0 � 109 I' \ << . � TIP. TIP. © pp TYP TIP ' "'I e DISPLAY AREA UNISEX FITTING I I I ■ - TS, 4s SO. FT VW AREA t5 I. - l l e ! h d " GAP INC. 7 42 50 FT- CORPORATE ARCHITECTURE MANAGER'S �� 3 - I% I ? _ 1:: : \ - OFFICE ( d•t a -� I + I -- a -_R -� iT -- -'- - I " A — I - - 850 CHERRY AVENUE ,,1� i_ j � A I ' . SAN BRUNO, CA 068 v2 • � - 7- ' 1 2 r 4 -6• �� h' `�� T42D 9 I � IT420 , p If _ > � — 1641 o O f --_ -_ STORE NAME. 4 - - -_- -- \I J H - - -i I 54T OY A . WASHINGTON SQUARE STORE LOCATION. 1 --- - 31 r � -- ----- - - - -- - -- --- _ ---r, ` 108 = I R - - - - ; i - __ ,- �' y _1 4 ' -4•-0 3' -0 © -a ' - — ;.L I I I ___. 0 Do ;' < 1 �� I �� © =� TvP 2 B7 sM ? ti � I _ _ - - 1 GAP /GAP BODY, SUITE FO6 . - F ) , . a TYR. - ®o ' _ -�- - -- a - -� - - - zz —s � _ 0 • �� I - 0 9677 SW WASHINGTON SQUARE RD. 7. — o TYP ah TYP TYP TIGARD, OR _ � _ .., - , ` . i® — 7 S y' sM ! ¢ 97223 -4452 WO \ 1 © 105 a ' - t ( a - t t 5 Q > EO 16' -e' 0 ' 0 : DISPLAY AREA I ® 0 © a ® O 7 -0• ® .. ` : r %� � - - - - - -- - j 'A� %; Y� „+ .., p II > - 46 50. FT GAP PROJ. I D 0000044154 ® 5' 8 • 3'_q• R1 tc4' o• -11'- - - � ,-- ��(- -- ..,. ".,. , - - - V •► �� ->< •r rs •� PROTOTYPE V9 DATE: n • a 1. •tea o , vv - w" ” " I ` i �� W �� -�� I T 13 08 1108 - :I I / ''' i t i M- • - - t � - i 7 i L i OP ENING 01 /02 2009 16 Ql: E - 60 • "; 16-B E O 4,0. 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RE- INSTALL 101 5/16• HIGH MOBILE STORAGE SHELVING 3/A6 -7 O LOCKER 1 9/A6 -7 DETAIL REFERENCE %X FINISH REFERENCE - SEE SHEET AO -1 SCALE. AS NOTED O 1 NEW WOOD FLOOR OVER E%ISRNO 0 114" SURFACE MOUNTED STOCK ROOM SHELVING TYPICAL AT ALL AVAILABLE WALLS 2/A6 -7 26 ROTATE WOOD FLOORING BOARD DIRECTION AT CASED OPENINGS. AUGN BOARD EDGE WITH WALL X DRAWN BY ROE OS 16 RECESSED STANDARDS, TIP. j 1/A6 -0 -1 , RE-PLACE STORAGE ROOM FURNITURE 6 /A6 -5, P 27 MOBILE SHELVING TO REM O DOOR REFERENCE AWE JOB NO 20080538 AIN, PROTECT DURING CONSTRUCTION � 11/A6 -0.2 % ®, X ELEVATION REFERENCE 0 CAP BRAND CASHWRAP AND BACKWRAP- CONTINUE FLOORING BELOW 5/A7 -0 17 CORNER GUARDS - TYPICAL ALL FITTING AREA AND STOCK ROOM CORNERS 7/A6 -0-1 ® CONTINUE MALL FLOORING TO STOREFRONT X RECESSED STANDARD a SHEET TITLE 7 NOT USED IB ' FLOOR 92E• SEE: ' CONSTRUCTION PLAN OR GRAPHIC MERE STORAGE IS PROHIBITED 7/A6 -7 O WOOD ENDCAP 191H REVEAL- GAP/ GAPBODY ' 1/A6 -02 X INDICATES CARPET FLOOR FINISH GAP • Ofi I NOT USED 0' FEATURE WALL WITH RECESSED STANDARDS I /A6 -4 O EMPLOYEEIME CLOCK j 10/A6 -7 /Oho MATERIAL 31 SECTION REFERENCE 9O 1 CAPBODY BRAND CASHWAAP AND BACKWRAP - CONTINUE FLOORING BELOW 1/A7 -0 20 O DEEP FEATURE WALL WITH RECESSED STANDARDS 2/A6 -4 ILLUMINATED MARKETING WALL ' ELEVATIONS r WI i I // _ 10 / NOT IN CONTRACT ; DISPLAY SHELVING SHOWN DASHED TIP U DEDICA ED POWER OUTLET FOR S [AMER ELECTRICAL v' mn ROOD OD FLOORING LAYOUT FROM EDGE OF TILE 1 SHEET NUMBER • 11 5' -0 GRAPHIC DISPLAY WALL 5/A6 -0 O WORD TO TILE FLOOR TRANSI710N 1/A6 -2 O PROVIDE LAYER OF 5/8' GYP BD FOR WALL TYPES, SEE A6 -0 - - - (E) WALL TO REMAIN LEGEND & SYMBOLS A 1 A 2 — F FULL GUT REMODEL ti @ 1'435 @ f1' 1 I 1 ,11 1 I : - w-- . IP435I 11'4351 11 EO , E0. I IFxn 1 1 B O Q F.F. � I� l 1 , , , 1 aaEDa=Oao_a =eaeaaal BD.CLG a II d r --- t I u I \ \ L \ � ' i I / `�- GAP INC. • / ! 1 — _ CORPORATE ARCHITECTURE 850 CHERRY AVENUE II I. ! I S' ' \ / 11 - - SAN BRUNO, CA 94066 APPUED SIGNAGE sr II 11 i' OPEN r DISPLAY PLATFORM 'STAFF SEE ® -€.1 / !I ! \ \ - / \ ,I . , ti,-1 BEYOND STORE NO 2805 \ 11 II 4 p\ 0' -9' AFF An STORE NAME: WASHINGTON SQUARE \ 1 ' _ 1, , r - STORE LOCATION: J N I I I O' -0' A.F.F. * GAP /GAP BODY, SUITE F06 FINISH FLOOR \ 9677 SW WASHINGTON SQUARE RD. \ \ \_LE `- - LE - M4DAG MIRROR MOUNTED LEANING EAS FlN SYSTEM ® ANING 11GARD, OR 97223 -4452 e MOUNTED TO MIRROR. SEE: ilk TO END OF WALL, TYPICAL MIRROR. SEE BI9 NV VERTICAL RAILS �' ' Big P52 GAP PROJ I.D.: 0000044154 u r =1•{Y• PROTOTYPE V9 DATE: INTERIOR ELEVATION U -1'-0 A51 4 INTERIOR ELEVATION A51 3 08/11/08 OPENING 01/02 2009 FEATURE WALL—, ENDCAP ENDCAP `'1 IP4I35I ,1 IP435I I P4351 I P52 TYP IP4 [P52 ITYP IP435I IP435I IP4 ■ 11 -0 A.F.F. J 9 0 GYP. J 4 1 1 - 1 BD. CLG 1 ,I I 1, 612'AFF TO. r 1 li II I - I 1 1 ----- I - - 1 ----- I �� r i 1 II I FEATURE WALL II _, II II - - II I 1 II I II I I II I ! 1 i - II I• _ _ ! 0 -9' AFF II I I! I I' I d 0 PUTFORM II _ _ II I 1 �1 1 II 1 - II I — --, - - 11 ! .1 n ,. 11 , 1 1, i� 11 1 1 , 11 1 O -0' A.F.F. 1 , , - .0 PR9' FlNISN FL OOR argligliqk 819 819 LEANING MIRROR MOUNTED B19 , qir P52 TYP V / TIP. 1'52 TO END OF WALL, TYPICAL TYP P52 10 _ iiiiiriiirir A 1 /4,1•T' OREGON INTERIOR ELEVATION A31 �ri Y 15 1 , ;! PENDANT -Fir 'y E L PR SIGN, SEE PASS THRU SIGN FEATURE WALL—, n n l P52 1 6' A 1 6' © I IP4351P4351 1 IP435I IP4 11'4351 IP435I I IMP' TYP. 11'4351 \ ® \ I 11'435 IP435I 11'4351 1 1'4351 ( T O: - I ■ it' -0' AFF ;\ , 1 — t 1 \ / ' B.O. GYP $ GreenbergFarrow t 1 I BD. CLG 1430 West Peachtree Street, N W .\ % I r _ - - -, I I \ 1� ' 1 Suite 200 / _ + 1 Atlanta, GA 30309 I I - - - - ' I \ / - 1 9' - 61 /YAFF, • • \ ! I I _ _ I � / , I FEATURE WALL t 404 601 4000 f 404 601 3980 OPEN 1 I I I I / \ '� ISSUE TYPE / •� I , 1�► LL /PERMIT /BID 01/20/2009 1, TO BODY OPEN SET I �� \ -- -, T.0 PLATA�ORM DRAWN BY. RDF I 0' 0' -9' AFF � ' ' 1 II 11 „ A &E JOB NO 20080538 g 1 / \, ' t f FINISH FLT SHEET TITLE GAP INTERIOR ELEVATIONS ik LEANING MIRROR MOUNTED 819 AM B19 BI9 • C117 TO END OF WALL, TYPICAL P52 TOP, WI TOP. P52 TYP P52 SHEET NUMBER. =I {}' A5- 1 t ,p INTERIOR ELEVATION A51 rr FULL GUT REMODEL '' Y ILLUMINATED MARKETING WALL s : P435I �� 1P4351 9 1P4351 I P4.351 ', 1P4.351 E 10' -0 E a� \ / • : NNNN / 4%/,',/,,%,,,/, / //� \ / , / „� / `- -- GAP INC. r, /* ,;',' /, � CORPORATE ARCHITECTURE . __ _ \ / �%/ j /; � / / . // �� /% '///,, \ - 850 CHERRY AVENUE OPEN �/ �� jam/ / // .. OPEN I SAN BRUNO, CA 94066 --- /f ��i /l %�Uf <'.�� /l� /�9 / \ I -- STORE NO' 2805 / N w, I I / \ 1 / N. ' 1 '_ 0 � / \ 1 STORE NAME: WASHINGTON SQUARE — \ 1 �' dI STORE LOCATION: i GAP /GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. CREDENZA I 9 TIGARD, OR TM P 97223 -4452 P52 — GAP PROJ. I.D . 0000044154 4 r -I / 4�11f PROTOTYPE V9 DATE: NOT USED �„ 7 NOT USED A5II 6 INTERIOR ELEVATION A51 3 08/11/08 OPENING 01/02 2009 1 P4351 1P4351 1P4351 1P4351 11 -0 A F.F 11' -0' AF.F d 8.0. GYP \ / \ / BD 0.6 BD. CLG. 4.9 3 1/2'A US - ' , \ / ' `Y , T , - , �� n �� 19-3 1 /2'AEFrL Y T O. STANDARD \ / " \ / \ / '- _- = = TO STANDARD I ` N / \ / \ / i -_ - - I OPEN OPEN OPEN / /\ //\ / , \ / \ / \ O.-0. 0.F.F. 1 - - - - -- -- �, .\ -- /. ■\ - 1 // '\ ` - - -- 0'-0' AS F� 4' FINISH FLOOR • I FINISH FLOOR I B19 I Big A/1319 I 1 9191 ' .ED PROF -DEEP FEATURE COLUMN DEEP FEATURE -• , WALL I P52 1 1 P52 I 1 P52 1 P52 I W Ar G I N Ee / 0 All Rh _ _ CP , = - 47.s. AL STAMP. 1- • INTERIOR ELEVATION " ; , 5 INTERIOR ELEVATION 21/ ^ GORE ' (Y 15 V ;)0 (z C 'y AEL M. O 1P435 IP4351 IP435 1N351 IP4351 1P435I IP435I EXPt i g A r ir 21E0 ARCHITECT INFO: I I 1 _ GreenbergFarrow „'D A P / N . / ' \ /t\ / N / ' B 0 GYP 1430 West Peachtree Street. N W. \ / / r - A / - BD CLG Suite 200 - 19 . - 3 1 /2'A F Atlanta, GA 30309 \ / \ / t 404 601 4000 I 404 601 3980 - -' \ / \ / 1 \ / T O. STANDARD I ISSUE TYPE N / I I \ / - \ / \ / N / LL/PERMIT /BID 01 /20/2009 OPEN I I OPEN OPEN OPEN OPEN SET SCALE 1/4' •1' -0' - / • \ I I I / . , • / \ / • • \ DRAWN BY: ROF - /, .\ I / , ' _ / \ / \ / , .\ I f - ` - A&E JOB NO 20080538 ), \ _ -- _ _ _ - - / ` , -- - 7 / \ SHEET TITLE I ' ' FINISH FLOOR GAP INTERIOR ELEVATIONS 1 819 I - LEANING 1 019 1 LEANING —' I 819 I - DEEP FEATURE 1 8 I I B19 I ' COLUMN 1 B19 I al DEEP FEATURE- . 1 P52 1 MIRROR 1 P52 MIRROR 1 P52 1 WALL 1 P52 1 1 P52 1 1 P52 1 1 P52 1 WALL NW SHEET NUMBER: INTERIOR ELEVATION 1 I 4 INTERIOR ELEVATION 1� 1 A5 -1 . A51 A5 I y I -. FULL GUT REMODEL P475I " � : lll/ : p . 4 a 1- _1L-AFF — Q GAP INC CITECTURE / \ 650 CHERRY AVENUE SAN BRUNO CA 94066 • • / \ I STORE NO.: `2805 i / : J TO 0' -0�1 F.F. STORE NAME. WASHINGTON SQUARE FlNISH FLOOR STORE LOCATION: GAP /GAP BODY, SUITE FO6 al • , - -EAS FIN SYSTEM 9677 SW WASHINGTON SQUARE RD. MOUNTED TO _ VERTICAL RAILS TIGARD, OR 97223 -4452 GAP PROJ ID. 0000044154 u + =ra r =ra u�l� PROTOTYPE V9 DATE: NOT USED 9 NOT USED 4.54 6 INTERIOR ELEVATION A54 3 08/11/08 OPENING 01/02 2009 —BODY FOUNDATION D45CAP FEATURE WALL TOP. / f CABINETS ® I P435I IP4351 I P521 P4351 IP435I ' © I IP435 B.O. . .AF.F. V.IF BUU(HEAD ® 11 A.F.F. VIF = —, / I *C B 6 - CENNG T.O. DISPLAY I I I I i' 1 II II 6040OW II p it II l i II P it II II i i1 II � i , I II I 9 -1(2 AP.F i $, I I I' e I TO S¢ 0' O A.F.F. FINISH FLOOR 0,() PR�Ef I C 9 B19 T,P _ Atol 230 3 9 0? P52 •-i SION - I INTERIOR ELEVATION I/4=1 2 _ P"' ,, OREGON iii GAY 1 5 1°• g -, -6 x,. 6 . ch4EL M. O ENDCAP PASS THRU SR,Y4 — BODY IN FOUNDATION pm P435 IP4351 r WALL I P521 I P52 I m IP435I P52 TT CABINETS EX 11' -0 AF.F BO GYP J• I _ __ _ _ _ _ INFO. ( : : - Z n U / - - - - ARCHITECT - ' a ` • ! , ' y ` 1 ' , ' ' _ _ j GreenbergFarrow / 1 $9' -6 1/2 FF 1 , / 1430 F West Peachtree Street, N W Suite 200 l � II • Atlanta, GA 30309 II FEATURE WALL 6-0 \ i t 404 601 4000 f 404 601 3980 OPEN II ' i I / \ ISSUE TYPE: LL /PERMIT /BID 01/20/2009 . SET 0'- 9 I I / . Ain uir T 0 PLATFORM I 7 - -- — - -- _- \ _ - - -- - - - - I SCALE- SEE DETAIL j 1 ' 0' -0 AF.F \ I A &EOB N0. 20080538 / � II DRAWN 4' FINISH FLOOR B 1 9 B19 �\ SHEET TITLE P52 TYP P52 Tr? I GAPBODY INTERIOR ELEVATIONS SHEET NUMBER- . INTERIOR ELEVATIO , A5 — 4 I V , FULL GUT REMODEL • I P+35 E0. I P4351 10'-0 E0 I P435 Y � ,. _�1' - 9' 0.F.F $ • \ u T \� \% / /' / \ / ,- I B.O. CEILING q ,"'� • \ / /�% j/ %% ///,//' AV i,%; \ / f ORTh6RE - \ - - .Y‘ \ ., % / d1 / / ?% / / ddd '- '1 -O. / \ STORE NO. 2805 i .1' U \ T / \I I 1 -0' A.F.F. STORE NAME: WASHINGTON SQUARE I I I ONION FLOOR 'P STORE LOCATION: GAP /GAP BODY, SUITE F06 Bie I —CREDENZA 9677 SW WASHINGTON SQUARE RD. Typ. P52 ILLUMINATED TIGARD, OR — MARKETING WALL 97223 -4452 Ali GAP PROJ ID: 0000044154 0R / NOT USED A541 12 NOT USED A� 9 INTERIOR ELEVATION 1j4 =1 11 /08 V9 DATE: A541 3 os /1 /os OPENING 01/02 2009 I P4351 IP435 IP435 I - A F F. \ / \ / B.0 CEILING \ / \ / \ / \ OPEN OPEN / \ / \ i / \ _IA' FL, ' ' t- \ a /' '\ T.0 TRIM / F . f ' PROF S D — FINISH FLOOR ' • s >i 619 TYP E`' 12303 � P52 e PROFESSI INTERIOR ELEVATION A�„ 8 NOT USED ...1'47' 2 r •R 0" ,� A541 � � c h ' A E L eA • O APPLIED SIGNAGE I P52 I mr SEE \, IP4351 IP4351 1 ��. 1 ARCHITECT INFO ___If-Q F.F. A $ - --1-9. A.F•F. I , /\ : /\ • B.0 CEILING $ --- B 1. .07 -CI. GreenbergFarrow 1! , ' /// ` / ' / _ \ / - 1430 West Peachtree Street, N W ! I . \ / I T _ \ Er ./ Suite 200 1 • , 1 I I \\ / / 1 404 B 0. OPENING Y / , GA 30309 t 404 1 4046013960 „ ---,,,, ......-- OPEN ISSUE TYPE: I I � \ / / LL /PERMIT /BID 01/20/2009 • II . , I OPEN - / , , \ SET I. SCALE SEE DETAIL ' ' I / \ -_ -_ / \ _ F� DRAWN BY. RDF • --- - - - - -- I // ' \ - / �, - TO TRIM A &E JOB NO: 20080538 \ _�: - 0' A.F.F. I �: - 0_ A,F.F. FINISH FLOOR FINISH FLOOR 'P SHEET TITLE GAPBODY INTERIOR ELEVATIONS 819 OP e I P52 I I SHEET NUMBER INTERIOR ELEVATION "` A5„� 7 INTERIOR ELEVATION UA = 1 d 1 A5-4. 1 r• FULL GUT REMODEL APPLY MARKETING GRAPHICS APPLY MARKETING GRAPHICS a IP4391 IP439 IP439 FILM OVER P439, TYPICAL IP439 FILM OVER P439, TYPICAL P4391 APPLY MARKETING GRAPHICS - ;1 _ FILM OVER P439, TYPICAL ll . w , - 1 P52 14 I P52 MI FT3+�`F"'�$ n B O I 11' -0' AF,F. 8O.GAF.F I TYP. I 11' -0' A.F.F. / � - - — � 8 O. CYP BD. CLG \ / 1 / _ _ _ _ _ � . GYP - BD CLC 80 GYP BD. CLG AT MTTING RM AREA - AT FITTING RM AREA AT FITTING RM AREA Y i I ' 1 9' -6 A.F,E, }\ 4 \ / I I 1 9- 6' AF ,E, 1 9' - 6' AFL `� j in B.O. DOOR FRAM \ / ' ) I: 44 B.0 DOOR FRAM B.0 DOOR FRA Y OPEN OPEN -i p: ,v" ) HANDICAP %NAGS I SEE DOOR SCHEDULE I \ / ' / \ THREE -WAY AND TYPE MIRROR, SEE GAP INC. OPEN / CORPORATE ARCHITECTURE ID ` : 850 CHERRY AVENUE I / \ / I / SAN BRUNO, CA 94066 I \ \ \ �I I / STORE NO• 2805 I I 1 0' -0' AS F. \ — 1 > X I 0' -0' A.F.F. I O' -0r A F F STORE NAME WASHINGTON SQUARE — - — FINISH FLOOR t ' _ _ _ - / FINISH FLOOR FINISH FL TOR STORE LOCATION. 819 ON BASE. 819 ON BASE, gtg ON BASE, - 3 -WAY MIRROR A% GAP /GAP BODY, SUITE F06 TYP TYP P52 P52 0 P52 TYP 9677 SW WASHINGTON SQUARE RD. CEP nP. ® NV TIGARD, OR 97223 -4452 GAP PROJ. I D: 0000044154 INTERIOR ELEVATION ' S 7 INTERIOR ELEVATION 'x= 6 INTERIOR ELEVATION 1 3 08/ 1OSE V9 DATE: OPENING 01/02 2009 APPLY MARKETING GRAPHICS A • FILM OVER P439, TYPICAL APPLY MARKETING GRAPHICS FILM OVER P439, TYPICAL 1 P52 1 1 P52 1 1P4391 1P439 1P4391 IP4391 1P4391 1P4391 1 IT 52 1 1P4391 TYP. I mo. 1 1 1 1 11' -0' A F.F. i I 11' —O' AYE. I / AT FIRING FlTT M AREA \ / 8.0. AT FITTIN GYP G RM BD. AREA ‘ \ I V I 1 B.O. D OR FRAMA OPEN vV / \ / B.O. 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