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Plans BU P2009-00018 GAP 9724 SW WASHINGTON SQUARE RD 0 0 ♦♦♦♦♦♦��♦♦♦��♦i+I♦��♦��•��♦��♦��♦♦��+♦++♦+♦++��+♦��+♦��•♦��•��♦+•++♦++�+�♦�+�♦� ♦�+�•�+�+�+��+,►♦: 1) THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON:DRAWINGS DATED: 06/01/95 WITH W W co W .••,...., ;+;+;.;.;.; MAILING ADDRESS: F U L L G UT REM 0 D E L _ H ♦+♦,♦♦♦+♦+ REVISIONS DATED: 07/28/95 PREPARED BY. Gap Corporate Design'� a o +++++ 2) ANY DISCREPANCIES BETWEEN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE J 9677 SW WASHINGTON SQUARE RD. >. m m m o ♦♦•♦+ BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. TIGARD OREGON 97223-4452 >- w o < G ,♦,,,ITEM u. m _ m �[ �t m COMMENTS ,♦♦,♦,+♦ 3) THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM H I STOREFRONT - GENERAL Ii!i!i!i!:!i i!i!i i!i!i!i i i i!i!i!i i i i i i i i i i i i i i i i i: i i ii ►♦+♦♦ ARK IS BUILDABLE AS SHOWN. ANY C�IFLICTS OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE - \; J -i-♦•i-i-♦•i-♦-i-♦-♦-♦-♦-♦-♦•♦-i-♦-♦-i-♦•i-i-ii-i-ii-♦-i-i-♦-♦-i-♦-i-i-♦-i-♦•♦-i-♦-i-i•♦•ii•♦-i-i•♦•i•♦•i•♦•♦-i••♦-i-♦•♦-•-♦••-•-♦-i-i-i•♦�ii•♦•♦•♦�♦`i�i�i ARCHITECT OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN 'r EXTERIOR SIGNAGE 0 0 3 5 G - - I SEE SIGN MATRIX ON SHEET A4-6 , ♦•e0",♦••,+•+•,•,+.+s• •+•s•,•• •,+,.•,,♦•��♦♦♦♦+,+,+++♦++♦♦♦♦♦♦♦♦,+++,+,+++♦♦•++,+,+�,+♦♦��,•�,��!�♦♦♦�'•♦�••�••♦' / QUESTION. . ►��w ��,♦►:►.��•�.♦♦•►.•��-��♦•;��t;•+i+i+i+i♦♦♦♦♦i♦♦ii♦i♦i+ii♦i+i♦♦♦♦♦♦i♦i+i♦♦♦♦i►♦♦i♦ii'♦♦�'•�►••�♦♦i♦i♦i♦i,�i+i�►•.�►;►+i+i! - � � - - , ;;4i _ ..,�� 4.,♦, ,♦� . _ ,.► ► ►.,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦ •••♦•♦♦••-••••' 40 ;,♦♦4 4) ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR GAP 2805 \�\ ENTRY DOORS & HARDWARE 0 G G I HARDWARE, FRAME, GLASS, AND JAMB •♦4 50`i;.. ,-; ■s�.►!♦•i♦�!.�►sir`∎•'►►♦ •+i+i♦i♦i♦i♦ii♦iii♦i+i♦ii♦i♦i+i♦i+i♦i+ii♦i+ii♦iii♦i♦i�••ii ii w•+•i•♦4-iii•♦!►♦i♦i�d.�i.♦♦i♦i -- `� ►♦♦_)♦. ♦J 1 A _♦ A _ t ♦t"♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦•♦ 4:4 r(��/♦♦♦♦4t♦♦t♦_�•♦ ♦•♦••+♦♦+♦••♦♦+♦♦♦+.♦•♦++♦♦.•♦♦♦+♦+♦�♦♦++♦•♦♦+♦+♦•♦♦•♦♦♦+♦•,♦+,.,.„♦•♦♦.►♦♦,♦+„� REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW ALL r.. .. SPACE F06_ _ ENTRY PORTAL 0 G G I PANELS AND STRUCTURE r_______________________________________________________________________________. CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CO AC fXiS SUBCO_ _ _ _ ♦ii i i i i ii i i ii ii i iii iii i i iii i i i iiiiiiii iii i ii i i i iii i i i i ii♦i iii i i i ii ii i NTR T NTRACTORS, VENDORS OR MATERIAL - _ li STOREFRONT INT 0 G G I FRAMING SUPPORT BY G.C. �i++♦i+i♦i+i♦ii♦i♦i♦i♦i♦ii♦i♦iii+i♦i♦i♦i♦ii iii♦iiiii♦i♦iiiiii♦i+i+i♦i♦i+i♦i♦i♦i♦i♦i+i+i♦ii♦iii+i♦ii+i♦i♦i♦i+i♦i♦i♦iii♦i♦i ♦•ii+♦iii♦i♦+i♦♦i! SUPPLIERS FROM PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS __ - =71 �'� 7/. I ►♦��. ►•♦♦•♦♦v♦�I♦-•w♦*♦ �♦1♦1♦•♦♦♦♦�♦�r.l f f�ri1 �Trf.•■ 1.,��♦J■♦•♦•♦♦♦♦♦♦•♦♦••� ♦ ♦♦ _ ► t ► � . . «� .. ,�.�. ��. ,. ♦ ♦♦♦+ +♦♦•♦♦♦♦♦•♦♦♦♦•♦♦♦+♦♦••♦•♦♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦•♦♦♦♦••♦••♦♦•♦•♦♦♦♦♦♦•♦♦♦♦•� DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. � •� 1 . ..�._. '.1:4...!t.11.. _ili�ilititi��•�il�!•g•�i.Dili!�litift.t.•!i!i!i!iliti�i.tkeA!Ii_a..i4�.0.0.z�4.4,A�i��:►♦♦•♦♦♦♦♦♦♦♦♦♦♦♦A ►♦♦♦♦♦♦♦♦ ♦♦♦♦•♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦1♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦+♦••♦1♦♦♦♦♦♦♦♦♦♦♦♦♦ 4 - r . ri . . STOREFRONT BASE - INT - - - +••++++•••+•••+•••+•+•+•+•+++•+•+•+•+•+•••+•••+•+•••+•+••++•+•+♦+•+•+•+•+•+•+•+•+•+•+•+•+•+•+•+•♦•+•••••+•++♦•+•+•i•+♦+•++♦♦+•+♦+♦ii♦i+i+i+ii♦•+iii+i♦i♦i 5)GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES f. . . Wert., 1 vt.1, r♦�♦G� v♦♦N i♦w♦J '4►♦♦♦♦♦^�►ri♦♦♦♦♦♦t♦�•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦♦ �ti� ., ,.,. . ... ♦♦ ♦♦♦♦♦♦♦♦♦♦•♦� •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦� SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. -� ,\s i '14! .1*- _ •*♦♦♦ •tts.tt, ♦•e♦♦Hh♦•♦♦♦ ► •♦♦♦- -....♦♦♦- ..... ♦♦...A- - ♦♦♦••♦♦ ►♦♦♦♦•♦♦•♦♦•♦♦♦♦♦♦♦♦♦♦♦•♦••♦♦•♦♦•♦•♦♦♦ ♦ ♦♦ ♦ ♦ f r I ��. ►♦+•+++++•++•+••+••+••++•+••+•++•+••+++++++•♦++•++•++••++++•+++++•++•++•+•••+••+••++ 6) SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS THE OWNER I � � STOREFRONT METAL PANELS 0 G - - - ,+,♦♦,♦,♦♦♦,♦,♦,♦,♦♦,♦,♦,♦,♦,♦,♦,♦,♦♦,♦,♦♦♦,♦,♦,♦,♦♦♦,♦♦,♦♦+♦,♦♦♦+♦♦♦+♦•♦♦♦♦♦♦•♦♦♦♦♦•+•♦♦♦• •♦♦♦♦♦♦♦♦•♦♦♦♦•♦♦♦♦♦� ) / . . . . . . \ G I BLOCKING BY G.C. •♦♦♦♦♦♦♦♦♦0i♦•♦♦♦♦♦♦+i♦♦♦•♦♦♦♦♦i♦+i♦♦i♦•♦♦♦♦♦•i�iii+iii♦i♦i♦i♦iii♦+i♦i+i♦i♦iiii♦i+i♦,♦,�,♦,�,�,♦♦�,�,♦,�,♦,♦♦,♦,�,♦♦♦� I 8 ti\ & ATTACHMENTS ♦♦♦+♦♦ ++i++♦+i♦++ii+♦♦i♦+♦+♦♦++♦♦+♦+♦♦♦++ii♦♦♦♦♦ii♦♦♦+♦+ii♦++♦++♦♦ ++ii+♦♦+�•+ii•♦ SHALL BE INFORMED OF THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER SHALL PROVIDE DIRECTION AS TO T. �_____ - . I •♦i♦i♦♦♦i♦i+♦♦i♦i♦i♦i+ii♦i+i•♦♦ii•♦♦i♦i♦i♦i♦i♦♦♦ii♦i+♦+ii+ii♦i+♦♦i♦ii♦i♦i+i♦i♦i+♦♦i♦i•♦♦iii+♦♦i+i♦♦♦i+♦♦i+i♦i♦ii♦i♦iii♦i♦i•♦♦i♦i+♦♦i♦ii♦i♦i♦i+ii♦i♦♦+i♦i HOW TO PROCEED. SALES AREA .-.... • ------ +•••...........••♦•+•♦•♦ - , -, .. ♦.v♦. .•.♦♦..♦.•i•••.•,••„••.•••.,• v•.•. .❖.❖. . \`\ ♦•♦•-••i+i�♦s♦i♦♦•♦-•+••+♦•��♦♦+++ s+♦?♦++i♦+i i♦w♦i�-♦w♦•?•i♦i♦w•i i ii+i i♦i+i+i+iii i♦ii+♦•♦•i^I;•>��.�^ii ii+i!♦+i%+♦♦•i♦i♦i' 7) IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY OWNER IN WRITING 1 - • • .•:e•:ae❖: • ...w - , ,„.0,-�1+♦,40 ►,m.00,,,,,‘►,4,, 1.0:�♦♦�t,,, r��-,;6�84',�4-1 r f��N`i � ♦♦,♦,♦♦♦+♦•♦,•+♦♦♦,•♦♦♦♦��♦♦♦♦��♦C♦v♦�♦1♦♦��►,♦+1��♦.i`�♦,♦,� _ l� ❖::❖:❖: . WOOD FLOORING 0 G 1 G I ��:�� ►!.'��,:► :,�►•�►,�,,�.��i�+♦��. ��•!♦!�:'��!�'�'.�,� �♦i!�'r`�i♦i♦i♦i+i♦i♦i+i♦i♦i+i♦i♦i-♦-•----,=.=+-♦-•-•-,-♦-�!♦++♦�s',�♦♦•,. OF SUCH ERRORS OR OMISSIONS. s---- , . . . : r-�. . .❖:❖:❖, . •'►'r��♦•♦+�•_�7r•`.��l+•+► •++•♦♦♦►r►+•‘�♦•.•��•♦t1►♦1►�r►�i►♦♦.►� +►•••♦•♦+♦♦♦♦♦♦♦♦•+♦♦♦♦•♦♦♦ ♦•♦♦1�4�`��1`►y►♦♦♦•+•�♦+►�►i►��•♦♦•♦ �__ :•,,..... . . GAP INC. TILE 0 G 1 G I :`•....... i•...!..!.!..!.!..!.!... . ...�i�....�i�.. •��.•��i�i�i�.�i�1'... ...�i�.�i�i�.�i�i�i�i�i�i�i�.�i�i�.�i�i�i�i�i�il.1'.`".!.. ....'.i!.!.!.�.!.!.�.�.! 8) THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR .•.00i; . CORPORATE ARCHITECTURE CARPET 0 G 1 G - - I COMPUANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY • • ' - Osa 10 850 CHERRY AVENUE RECESSED STANDARDS 0 G 1 G - - I WITH ALL REQUIREMENTS. ' "� - SAN BRUNO, CA 94066 CEIUNG DISPLAY TRACK 0 G 1 G - - I BLOCKING BY G.C. z IBC EDITION: IBC 2006 1. PROPOSED USE MERCANTILE 9) SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN IDENTIFYING _ 1_.____ _' __ . _-- STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERBYS. MAR 312009 ` STORE No.: I. PASSAGE LATCHSET HARDWARE G G 2 G - - I OREGON SPECIALTY CODE: 2. PROPOSED OCCUPANCY M 10) THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE -, 1 • •• •• 2805 INTERIOR SIGNAGE 0 0 3 G I SEE SIGN MATRIX ON SHEET A4-6 YES NO PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPUCABLE CODES AND ORDINANCES. 1 _ CITY OF TIGARD N ®PLUMBING EDITION: 2008 LUMI WALL 0 0 3 5 G - - I BLOCKING, POWER BY G.C. 3. EXTERIOR STOREFRONT ❑ ►,1 11) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION , _ _ BUILDING DIVISION_ STORE NAME: WASHINGTON SQUARE FRAMED MIRROR 0 G 1 4 - K - - BLOCKING BY G.C. ®ELECTRICAL EDITION: 2008 OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS --.,:,..-..-...-.-..;..:..:..-.-•-•-.-.-.-.-.- -.;..-.-.-.-.•�-.-..---.-..-.-.-.-.- - .-.-q-.-.,:.:,.-.-.-.---.-.�.,-.-.-.-..-.-.-.-.-.-.-...-.-..-.-..-._•, RENOVATION? . a��p- ,��-•--,:i�r,�,;,,•,♦♦,v♦, -1.04. 4.- - --- -10.4,- -•,�♦��♦ "A n-;.mm-ro► .,, ,►♦,,,♦,♦,,+♦,♦,�♦,,♦,,♦,,♦♦� START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. ...w_.4►__.0e_.._•a_►_♦_♦_♦AA+�.1.4._•_•_.►_♦w_ •_•_*♦ •?i_•_ •_♦_ 'W4:4'404$4. •_♦_4_��_�♦�_��♦��•A.•!•/►��♦�!•_� 2007 NO SCALE STORE LOCATION: •t` ��'�• frihe-, 'o•,-;-?- ♦♦-sr♦e-♦e♦*•♦°*•♦••i -"4-♦ -s♦i♦♦•♦-4'r•-.SOW qtr -.•v♦•♦••iii♦♦♦♦♦♦i♦•iii♦•i•♦•iii ®MECHANICAL EDITION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH :v= = =+=-===1t6L--Ale"4 1044.-•==r=•==�'.... ♦Jamaual le...=== •=-�,��,_�•_•�♦�_��♦��♦_♦2+:!+!� 4. PROPOSED STRUCTURAL LOCATIO N MAP 3 •♦ a • Oi ♦�► • i s •• �i • • ® ❑ GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. A00_01 ;t)+t-r,4•x∎lr----•:•:❖-4.4t♦^-.+•♦(-r,►;.►;+;♦7-re♦�-.;♦;---'+.--4:�+;!;-!rIt•�,�►;-11 Tt>s-.A tw.c;,A;+;1`•*;in-4•711-* ♦`, ALTERATIONS? GAP /GAP BODY, SUITE F06 _c-+:r♦•>s-w.-,01,1,...„ ♦•♦♦♦♦♦ ♦ ♦-♦1♦.44„,, ,► 041.__ ♦��♦..*e•1��0 i v♦i�.vv ♦ u4•4411141441444:44.W44144,' ► s�ro ®STRUCTURAL EDITION: 2007 GAP/ GAP 11♦. , -,��♦♦♦♦♦♦♦♦1♦�lw(�♦ ♦ !♦:11♦-9♦+►♦1■••-4►g_t��*��I;f�1� t��'+ �+`►��► �•�.�,,�� .II•'±*� I;I�i►�• �11 f y. -> •t i I ♦♦♦♦♦♦♦♦�♦�• ♦� f►.♦>•♦••♦♦-+♦�♦.w i _ . ► �♦•„1►♦< u_ ..� c t♦� . t ♦ vs i e 5. ENERGY CALCULATION 12) ALL EXISTING WORK NOT IN THIS SCOPE OF WORK MAINTAINED STRUCTURAL: 9677 SW WASHINGTON SQUARE RD. :�•��a_l�-a_:+-J-�J��♦��♦��w♦�w♦A�♦�►.��`��+ �r♦.�►.i►_�v`►�w��►_�i►�►��►rA�►♦��__��►ii=ry_��r_. �, ) T N THI OPE F ORK SHALL BE M INTAINED IN ITS ORIGINAL CONDITION, U.O.N. AO-0 PROJECT INFORMATION ��••�;.t��w��.•♦•,•,••,�♦•♦•,�•��•N•��•~♦�•��,�•�♦��••�.•+••�•�►.�►�!1!��.!t�t!��;.i�►r��•��w�-.•��w•��•.!►�.i.v El EDITION: 2007 ❑ �1 _ !�v_....ee 4:.'_.4..!♦!•!♦!•♦•!•!♦1.�_4_tto. !�i!i!•♦tazi`.___..4..14_Att4t4!.'_+14,14!4"._! .'!i! :►!i!`•'S►!i!�! X14,012.4,414,_,"+ !1.4 ATTACHED? PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. _ S1 0 GENERAL NOTES mil; ri-,-.•-e-•- ♦•s-♦-.►••- ,-♦-,•••�-,•+-4..•e4-f qtr ve.i.,�-s••-••••••••••••--••-•••�• AO 1 FINISH SCHEDULE S2-0 KEY PLAN T)G AR D, OR -t►.-•.I t . 14 ... ♦♦♦♦�♦�►♦®•1'A, n ♦ �♦ >►♦.•♦e04441.W e� .$ .141-♦♦♦••♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦ ® ACCESSIBILITYEDITION: 2007 13) WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN AO-2 DOOR SCHEDULE & TYPES L -.:�_�_�:�_:.:♦_�:.�_�_♦_♦_♦_♦_♦_♦_♦_♦_♦�_♦_•-w_s_♦_�♦_•♦_._+_._♦_♦_♦_♦_♦_s__♦_ . ♦__�►_♦_:._♦__o_�____♦i_♦___♦__♦_♦_♦_♦_♦_♦_♦_♦_•_♦_♦_♦. 6. TOILET FACILITIES -44 "►''- ��'`'�T♦;r,+�♦�+�♦�+�,�,-,-,-•-, -��,-a-�h,-.,-;,--♦-r♦;♦-♦-♦-♦-sy-+-,-.►-;42414:.-,-,,T;?-,--.-,--+-,-+-,-♦-,-+-,-,-•-,y-,-,-,-•-,-,-,-,-,-,-,- ® ❑ S2-1 G GAP STOREFRONT PLANS 9 7223 52 ;0:14. �4.:0.lw_ ......:_:♦:.. :;:w::��s1..M:��:•:♦s��:♦:� i♦:t o�z:♦:::♦:��:♦:�:♦:♦:♦:�:♦:��►:�:��:♦��♦�; CONTRACT, HE SHAM BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. AO-3 ACCESSIBUTY COMPLIANCE TYPE II B PROVIDED. S2-16 GAP BODY STOREFRONT PLAN FOUNDATION CABINETS 0 G 1 5 - - - I BLOCKING, POWER, AND PARTIAL ASSEMBLY BY GC. CONSTRUCTION TYPE 14) CONTRACTOR TO ENSURE AVAILABIUTY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE Al-0 BARRICADE DETAILS/EGRESS PLAN S2-2 TYPICAL DETAILS OCCUPANCY USE MERCANTILE 7. FIRE SYSTEM MODIFICATIONS? OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERMITTED. A1-0.1 PHASING PLAN - GAP S3-1 TYPICAL WALL SECTIONS GAP PROJ. I.D.: 0000044154 I CASHWRAP - GENERAL ZONE2A STROBES ® ❑ 15) ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WIN THE LANDLORD PRIOR Al-1 DEMOLITION/BARRICADE PLAN S4-1 TYPICAL DETAILS SEISMIC ZONE ALARM e TO CUTTING/ CORING. A1-2 DEMOLITION REFLECTED CEIUNG PLAN S4-2 TYPICAL DETAILS PROTOTYPE V9 DATE: - -CASHWRAP 0 G 1 5 G I CONNECTIO C BY G.C. W/ FINAL ELECTRICAL ? YES NO SPRINKLERS ® ❑ 16) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. A2-0 CONSTRUCTION PLAN S4-3 TYPICAL DETAILS CONNECTION BY G.C. AUTOMATIC SPRINKLER SYSTEM? ® ❑ 08/1 1 /Q S 17) ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF A3-0 REFLECTED CEILING PLAN S4-4 PARTIAL ROOF FRAMING PLAN & VAV PHONES 0 0 3 5 G - - I BUILDING DESCRIPTION ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS, ENGINEERING DRAWINGS, A4-0 STOREFRONT ELEVATIONS-GAP SUPPORT DETAILS OPENING 1 /Q2 2009 CREDENZA 0 0 1 G - - I WHERE REQUIRED 1• NUMBER 2 OR STUCTURAL DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. A4-1 ENLARGED STOREFRONT PLAN & RCP- GAP Q CASH REGISTERS 0 0 3 4 5 G - - I N MBE OF FLOORS IN BUILDING 18) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED OR DETAILED. A4-2 STOREFRONT SECTION FITTING ROOM AREA - GENE'AL 2. FLOOR(S) OF PROPOSED RENOVATION 1st 19) COLUMN CENTER LINE (OR GRID UNES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN FIELD. A4-2.1 STOREFRONT SECTION MECHANICAL/PLUMBING: REVISION #1 03/04/09 d MERCANTILE A4-2.2 STOREFRONT DETAILS MO-0 MECHANICAL NOTES & LEGEND - FITTING ROOM HOOK 0 G 1 G - - - BLOCKING BY G.C. 3. EXISTING USE 20) OWNER AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. MID-0 DEMOLITION MECHANICAL PLAN BACKLIT MIRROR KIT 0 n 1 G - - - BLOCKING, GLAZING, 4. EXISTING OCCUPANCY M 21) PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS DIRECTED BY ! 1 M1-0 MECHANICAL PLAN ME ASSEMBLY BY G.C. THE FIRE DEPARTMENT FIELD INSPECTOR. M2-0 MECHANICAL SCHEDULES 3 WAY MIRROR KIT 0 1 G - - - BLOCKING, GLAZING, 5. HISTORIC/ARCHITECTURALLY E] ®YES NO e ■ M2-OA MECHANICAL SCHEDULES ASSEMBLY BY G.C. SIGNIFICANT BUILDING? A5-1.1 GAP INTERIOR ELEVATIONS M2-0A MECHANICAL DETAILS FITTING AREA MARKETING 0 3 G - - - A5-4 GAPBODY INTERIOR ELEVATIONS M2-10 MECHANICAL ELEVATIONS GRAPHICS A5-4.1 GAPBODY INTERIOR ELEVATIONS M2-lb MECHANICAL DETAILS -1;-rT-,:. 1--,-., --..-�- .-- ---- r-•,- ---- A5-4.2 GAPBODY INTERIOR ELEVATIONS 4►i 7 �: .♦P I. i► �?♦i:Vi i..•,��,�•;►,♦��♦��i+i,s��+i�_•i�i �♦♦•�; 1i:•i•:7.1 ♦;r► ,,.,►♦,♦+♦,♦,♦•♦,♦,♦•♦,♦,♦�♦,♦,♦•♦,♦,♦,•+♦,♦,•+♦,� NO SCALE NO SCALE _ M3-0 PLUMBING PLAN & SCHEDULES .♦_s_►_a_♦_v__4_J_�._vV_•a_f•_`�+_s_�_..♦_�_♦_.+_�_4► _♦_♦_♦.►+_♦_♦_♦_+_4_♦_♦-♦ _i_••__v_i__+_a_♦_,►_.._♦_♦_+_+_♦_♦_+_♦_♦_+_♦_♦_♦_♦_♦_♦_♦_�-+_♦_♦_+_� Afi 0 PARTITION DETAILS ,A_,_f_,_�_, f_ R_;._,_�.,_,_,_,_,_„_ �;*_^_^__*_ r-,_^_ ,_,_,_•_,_,_,_,_,_,_, P R O E T P R F I L E• ♦♦+++ ►•..►;.�.+/ ♦♦♦ ►♦.♦�♦_♦�.•♦�. ....,.�?I c.♦: .�.�..►♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ Aoo a1 G ENERAL N OTES MD4-0 DEMOLITION SPRINKLER PLAN _j_L�ks v 1_t:� 11.14:♦.♦.♦.♦.♦.�; et...ai►.•.+.+.+.+..•.+.+.+.+.�.•.•.4 0. 0:1- t.+_. .+.•.+.+.+.+.+.+.+.❖.+.+.•.+.+.•.+.+.•.+.+.� - A00_01 A6-0.1 PARTITION DETAILS *+r•±w• 4,,.--�. A•►�•�.•♦�►.�.�••►w�►.•w. ♦�•t:* � t-►•:�►:.�►:� .+ .• .. .♦ .. ♦ ..... - M4-0 FIRE SPRINKLER PLAN 1,111.i►'i'i�Pi!t-u�,4-!t!v'- Art.4 1!-1 ,1��4t 4.♦.♦��♦��-•♦•♦♦�1, _4v_o ,.,11th,. , 0,, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦••••••• A6-0.2 PARTITION DETAILS g_VAPi t4.._r_.......244 ♦_4♦4..g•►♦�41. �,_�,vi 4...i♦!♦;i♦♦.4.__.i_i........0.4......._,.......... •♦!♦!♦li�iliti�♦�i!♦�i�ililili�i!♦ail+lilili� �. ♦•-4.�rr..q ar..) ...Igor..•►......P.. .,..:......r-►......,..�_,........•.....�.•••••••�•••, Brand:US GAP Issue Set Date:8/24/2008 ARCHITECTURAL/ DESIGNED AND/OR SUBMITTAL REVIEWED INSPECTION M5-0 MECHANICAL SPECIFICATIONS ..,� �..,:►n-•r� t,�.�....�♦♦♦♦ ♦,�••4,•/•♦s♦<►♦��•♦•♦.�♦•.I �.t-f.1,r,i-�� -s ♦♦♦♦♦♦♦•♦♦•♦♦♦♦♦♦♦♦♦♦ / A6-1 CEILING DETAILS 'r_�i!.��w_�►_i'_4!Ir��r_i�•�►+%!!%% y�l4 !•`'i!'!.!��ir'•i!��i!•!♦-i!♦-♦l.:i!!:1�_'.'__'•r!♦`_i!!.!•`_��♦!.••!♦!...!♦•.!♦!.!♦!•!♦!♦!•!♦!.!.!♦!.! - :14,M40 41.4.•,••1401.4,•�•,•,•,•...7:414.5.:7 0, ∎12•∎..AIgp...4'�-♦•,•♦•,•,•••,-,•',•:14,4•n• 4e--4.-4�j��•,•��••-�-�- •--••-••--•••- Store Number:2805 REPS Project ID#:0000044154 M5 1 MECHANICAL SPECIFICATIONS 6. ,,;,♦.;�L�,�►.il ;:.,.............. . , ....,►....4■�...�.�.......��, ..551,,��L.`..,,,��.L., ►.• ,.►.:.:.:♦:.:.:.:.:.:♦:+ss•;ss STRUCTURAL ELEMENT DESIGNATED BY: BY: REQUIRED/BY: A6-2 DOOR/FLOOR DETAILS M5-2 MECHANICAL SPECIFICATIONS Store Name:WASHINGTON SQUARE STOCKROOM / OFFICE AREA ALUM. STOREFRONT SYSTEM/ ARCHITECT ARCHITECT NO A6-2.1 DOOR FLOOR DETAILS MOBILE SHELVING UNITS 0 G 1 G - - I EXISTING, BLOCKING BY G.C. Gap Inc.Architect:GREENBERG FARROW ARCHITECTURE WINDOW MULLION SYSTEM A6-3 GAP FITTING ROOM DETAILS ELECTRICAL .� .� .........� _ rgiit,-47174.7.47•(►7�!►�erIt-L-,-,-j-,•,-j-j-♦•♦•'♦�c1i;•t•C'��IK=7.71-��177-,♦•� - 7.717.71M C-7.;�•''17.7�-A•t-s-,•i-•-,�►��;.•♦•♦•♦•♦•♦•♦�i i•♦-i-i•♦1 A6-3.1 GAP FITTING ROOM DETAILS w.,.,,.,..... . .�...�..�.,.,,,,.,,....,r,, , ,,.,.„„_ .. r . f 4 �► ♦ ; �, •y♦♦♦♦♦♦♦•♦►. �.i I►I• w►I s, �►..1► >♦/► « I 1 d►A�i!►�. ►,►,�►11.♦♦ t►- •♦♦♦♦•♦♦• FREESTANDING SHELVING UNITS 0 G 1 G - - I BLOCKING BY G.C. Level 0 Level 1 Level 2 Level 3 !♦�i�i�i"iai�i♦♦si♦iii"i`ail•�i♦i+i♦i♦i♦iii♦i+i�►°ivi.♦►i►+♦t♦/•4i+i4-4. .�♦+i`i+i+i��•`.�i�i1►+•�i►i�♦0♦`'••4i°•♦i+i♦ii�si''♦+i+i•+i♦�+♦♦+•♦i - G ♦+�♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦��%f.• .>♦♦♦♦♦•♦♦♦♦•�►♦•♦♦♦♦i♦♦i♦i♦i♦i+iii. A6-3.5 FITTING ROOM DETAILS EO 0 ELECTRICAL NOTES & LEGEND FLOOR SAFE 0 G 1 G - - I EXISTING Current Square Footage Breakdown Brand Division {Basement/ (within (within (within Current i!!!!!!!!!!i!/►!•!!•!:!•!i!:!•!•!:!.!•!.!!!!!!!!!!!!!!!1' '.4"4►�4►4 "" '"' ' '"4►-''''- '' '' '. _ - POWER & LIGHTING PLAN TIME CLOCK 0 0 1 3 5 G I EXISTING Cellar) store area store area) store area) ._--_-_-SF _ _ CASHWRAPS FABRICATOR OWNER NO A6 4 GAP/GAPBODY FEATURE WALL A6 4.1 GAP/GAPBODY FEATURE WALL E1 0 POWER PLAN BULLETIN BOARD 0 G 4 G - - I EXISTING, FASTENERS BY G.C. BR/FT/ON/Outlet 0 0 0 0 0 INTERIOR/EXTERIOR PAINT (CUSTOM ARCHITECT ARCHITECT NO ( _. ._.. ._ _ COLORS ONLY) A6-5 PUBLIC TOILET ROOM DETAILS E1-1 POWER PLAN - MECH EMPLOYEE LOCKERS 0 G 1 G - - I EXISTING SALES AREA: Includes sales areas, Gap Adult 0 4.369 0 0 4,369 A6-6 FIXTURE DETAILS E2-0 UGHTING PLAN SURFACE MOUNTED STANDARDS 0 G 1 G - - I 1 cashwrap areas,display areas,adjacent Gap Body _. ___ -- --------_ _. ._._.___..___. _....___.___._______ STOREFRONT FRAMING/ 18 GA. OR FRAMING CONTRACTOR STRUCT. ENGINEER STRUCT. ENGINEER A6-6.1 GAPBODY FIXTURE DETAILS E3-0 POWER RISER & SCHEDULES 0 •1,811 0 0 1,811 closets as well as public elevator,stairs -------------- HEAVER FRAMING SHELF BRACKETS / CLIPS 0 G 1 G - - I and entry vestibules) Gap Kids 0 _ 0 0 0 0 A6-7 BACK-OF-HOUSE DETAILS E3-1 PANEL SCHEDULES _ __. ----- __ SIGNAGE ARCHITECT ARCHITECT/OW•ER NO A7-0 CASHWRAP DETAILS INLINE E3-2 UGHT FIXTURE SCHEDULE WHEATBOARD SHELVES 0 G 1 G - - I Gap Baby/Maternity 0 0 0 0 0 POST CONSTRUCTION AS BUILTS GC ARCHITECT OWNER NO E3-3 UGHTING DETAILS HANGRODS 0 G 1 G - - I BR/Fri ON i Outlet 0 0 0 0 0 SPRINKLER SHOP DRAWINGS GC E3-3a LIGHTING DETAILS Gap SECURITY SYSTEM G Adult ARCHITECT] OWNER NO FITTING ROOM AREA(Includes fitting 0 074 0 0 874 E4-0 ELECTRICAL DETAILS EAS SYSTEM 0 0 3 5 G - - I CONDUIT AND POWER BY G.C. 2 room areas,associated corridor,alcoves Gap Body -.. 0..... ..... 0........ 0 NOTE: SEE MECHANICAL/ELECTRICAL SHEETS FOR ADDITIONAL SUBMITTALS. . . • • . , ; E4-2 CASH WRAP DETAILS (ADULT) BURGLAR ALARM SYSTEM 0 0 3 5 G - - I JACK, CONDUIT, POWER TO J-BOX BY G.C. and adjoining closets) Gap Kids 0 0 0 0 0 E4-2a CASH WRAP DETAILS (BODY) FIRE ALARM SYSTEM G G 5 G - - I Gap Baby/Maternity 0 E4-3 EAS DETAILS - SUMLINE FIN (BODY) 0 0 0 0 TRAFFIC COUNTER SYSTEM 0 0 3 5 G - - I CONDUIT, POWER BY G.C. ATTACHED STOCK/PROCESSING BR/FT/ON/Outlet 0 0 0 0 0 E4-3a EAS DETAILS - SUMLINE FIN ADULT) SECURITY CAMERA SYSTEM 0 0 3 5 G - - I AREA("Back-of-house"area:includes Gap Adult p 1,133 0 0 1.133 I E5-1 ELECTRICAL SPECIFICATIONS PROFESSIONAL STAMP: FA1-0 FIRE ALARM PLAN OTHER stock and/or staging areas,managers Gap Body 0 0 - 0------- o.... i 0 office,employee area,toilet rooms, UGHT FIXTURES & LAMPS 0 G 1 5 G - - I BLOCKING, ELECT. BY G.C. , y ► Gap Kids i . conveyor/dumbwaiter,exit corridors and p 0 0 0 0 0 ADTI-0 SECURITY ALARM PLAN "f ;' EXIT SIGNS 0 G 1 5 G - - I BLOCKING, ELECT. BY G.C. adjacent MEP/Cash/LP/Training rooms) Gap Baby/Maternity 0 0 0 0 0 ` DEMISING WALL FRAMING L L - G - - I EXISTING, SEE GAP/LL 3 --- -_ `�, ► BR/FT/ON/Outlet 0 0 0 0 AGREEMENT 'EXHIBIT B' REMOTESTOCK/PROCESSING _ 0 �;�, Gap Adult 0 0 0 0 � ... .. 0 t,' � OP ER DEMISING WALL GYP. BD. L L - G - - I EXISTING, REPAIR AS REQUIRED AREA(Stock area in other areas of the -._._ _ .__.__._.___.__..... _._... __,_ _ ._ r Gap Body 0 0 0 0 0 center,i.e.separate from the store) Gap Kids � IR It CA , . LOCK CORES 0 0 - G - - Iw EMPLOYEE AREA I N 27 ,- 3,2..E Q Gap Baby/Maternity o 0 0 0 0 A^ja Y MICROWAVE 0 0 4 G - - - EXISTING, ELECTRICAL BY G.C. -- - - '�' /ArPritwed' BR/FT/ON/Outlet � -"-" - �,/ REFRIGERATOR 0 0 4 G - - - EXISTING, ELECTRICAL BY G.C. OTHER IMPROVED: (Includes excessive _ -.._.. _._...._e and Gap Adult 0 0 0 0 0 Conditionally A 1 VENDING MACHINES 0 0 4 G - - - EXISTING, ELECTRICAL BY G.C. exit corridors,excessive MEP/phone .�__ _ �� MULTIMEDIA 4 rooms,RM/DM office,RM/DM conference Gap Body 0 0 0 0 o SHOP DRAWING/PRODUCT SUBMITTAL AND INSPECTION NO SCALE Follow. [ 3 room,RM/DM toilet room and RM/DM exit Gap Kids 0 0 0 0 0 REQUIREMENTS A00_01 , 1 CABLES 0 0 3 5 G - - I CONDUIT, POWER BY G.C. corridor) a� __ __� _._�� m_ _.._ eR�_ Psi 'e?" 413' --its 2 , Gap Baby/Maternity 0 0 0 0 Or. rr- ARCHITECT INFO: MEDIA EQUIPMENT 0 0 3 5 G - - I CONDUIT, POWER BY G.C. - -- - --- --- - -- - - -_ - G & ELECTRICAL ENGINEER: w4.411111• . . .Ell TOTAL IMPROVED:(1 +2+3 4-4) TOTAL 0 8,187 0 - Ir1ECHANICAL PLU�IBIN EER:,EQUIPMENT CABINET 0 0 3 5 G - - I '1 �___ GAP INCORPORATED GREENBERG FARROW "�� ►"'_____ _____ _ _____ ______________ __SPEAKERS 0 0 3 5 G - - I BR/FT/ON/Outlet 0 0 0 0 0 850 CHERRY AVENUE 1430 W. PEACHTREE ST, NW SUITE 200 CreenbergFarrovv VOLUME CONTROLS 0 0 3 5 G - - ( Gap Adult 0 0 0 0 0 UNIMPROVED: (Unoccupied and - - ---------- ..._ _ ------ - --- SAN BRUNO, CA. 94066 ATLANTA, GA 30309 DEFERRED SOUND EQUIPMENT 0 0 3 5 G - - I 6 ( p Gap Body 0 0 0 0 0j �`.G� ��r 1430 West Peachtree Street, N.W. undeveloped areas within lease lines) STORE DESIGNER:Nicole Sholly (404) 601-4000 Suite 200 Gap Kids 0 0 0 0 0 415-427-8476 CONTACT: JUSTIN HARDY Atlanta, .....�._..__......._...._ GA 30309 DEFINITIONS Gap Baby/Maternity i 0 0 0 0 0 -----------------------------------------------------------------------------_-------------.-------------------------____-_ EMAIL: Nicole_sholly®gap.com EMAIL ardyOgreenbergfarrow.com t: 404 601 4000 f:404 601 3980 L= LANDLORD G=GENERAL CONTRACTOR/SUBCONTRACTOR 0=OWNER 0 TOTAL IMPROVABLE: (5+6) Overall TOTAL; 0 8,187 0 0 8,187 CPI: SCOTT VAN BOXTEL FURNISH - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN TEL:949-930-8083 FAX:949-930-8124 ISSUE TYPE: GREATER DETAIL "Total Stock/Processing Areas"divided by"Total Improved" (i.e It 3 divided by#5) - 14% LL/PERMIT/BID 01/20/2009 INSTALL - DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, - ��- -----------------M------- �--,------------m-- --- ------ -----•------- -� ------w---------------------------��--»---- EMAIL:SCOTT_VAN_BOXTEL@GAP.COM DI„D: ' SET READY FOR INTENDED USE. MACERICH """""" PROVIDE - MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED CONSULTING ARCHITECT: Other WESTCOR CORPORATE OFFICE 1 SCALE: NOT TO SCALE IN GREATER DETAIL GREENBERG FARROW 11411 NORTH TATUM BOULEVARD 1430 W. PEACHTREE ST, NW SUITE 200 APPR s ► PLANS DRAWN BY: RDF GENERAL NOTE PHOENIX, AZ 85028-2399 INC • i E UN-ATTACITIMs THIS RESPONSIBILITY MATRIX DELINEATES: 1) OWNER AND LANDLORD FURNISHED ITEMS 2) OWNER AND LANDLORD ATLANTA, GA 30309 CONTACT: GARTH BRYNER • IF'ICATt+4N BOOK, A&E JOB NO.: 20080538 PROVIDED ITEMS 3) ITEMS TO BE PURCHASED THROUGH DESIGNATED NATIONAL SUPPLIERS 4) SEE MEP (404) 601-4000 EMAIL: Gorth.Br erOmoc�ich.com TRUCTURAt,CALt" 1ST FLOOR NUMBER OF CONTACT: RICH FAUST ,.,...,GMIOTECH REPORT SHEET TITLE: DRAWINGS ADDITIONAL INFORMATION II. OCCUPANT LOADS SQUARE FOOTAGE OCCUPANTS ...MSC DOCUMENTS KEY NOTES EMAIL: RFAUSTOgreenbergforrow.com PROJECT INFORMATION 1. G.C. IS RESPONSIBLE FOR UNLOADING OWNER FURNISHED CONSTRUCTION ITEMS. RETAIL 7054 SF /30 236 236 STRUC•IURA . ENGINEER: 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. STOCK/STORAGE 868 SF /300 3 3 BARRY LEVIN & ASSOCIATES G.C. RESPONSIBLE FOR PURCHASE AND DELIVERY. 6675 PEACHTREE INDUSTRIAL BLVD. 3. G.C. TO COORDINATE INSTALLATION WITH PROVIDER. 4. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. OFFICE 265 SF /100 3 3 ATLANTA, GA 30360 OFFICE COPY 5. SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX. PH: 770-457-2376 FAX: 770-457-0514 TOTAL NUMBER OF OCCUPANTS 242 CONTACT: NAFIISAH MUHAMMAD SHEET NUMBER: F ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR TOTAL EXITS REQUIRED 2 TOTAL EXITS PROVIDED 2 EMAIL: NMUHAMMAD-:ARRYLEVIN.COM A 0 411••■ 0 OWNER FURNISHED ITEMS MATRIX NO SCALE AREA OCCUPANT LOADS NO ASCALE _ PROJECT TEAM NO SCALE NO SCALE A� 01 / A� 7 4 DRAWING INDEX 1 A00 01 A00 01 ■ii • WOOD PLANK FLOORING CODE DESCRIPTION FULL G REMODEL SOLID WOOD FLOORING, ARMSTRONG FLOORING.; CLASS C CRITICAL RADIANT FLUX OF 0.61 WATTS/SQ. cm.I ►�AL AL AL AL AL ALLA AL AL AL AL. AL.��LAL AL AL Al. AL A\ A\ AL AL AL AL ∎AL ALLAL AL AL AL AL AL AL CONTACT: ARMSTRONG: (877) 276-7876 E-MAIL: FPOTECHUNEOARMSTRONG.COM BASE ►• � ?7ir iiiI' • -' iiii4►♦�Ari'►iimr T /►, .��` 1 " " ' ► iiii :Lib. ' IL A. .∎ ''I" ' ' ' A�'► GYPSUM BOARD B8 RUBBER BASE - BURKE MERCER #170 BRIGHT WHITE", COVED. CONTACT: COLLEEN CORBETT 800.669.7010. ► � ,�www�i��►www�,► w��i�wl' �w �Tw�►w�ww� 5/8" , , " STOCKROOM ��►�.�.��ii►��► �..��..' .��. ►f.��,e►tt.".�t�.'11..��.��I►Itriftfr.''''4i� USG 5/8 TYPE 'X' GYP. BD. WITH 3-5/8" X 20 GA. METAL STUDS, ASTM E-84 UNDER THE MILL-BURTON [STOCKROOM] \;' ' '0-7—WTTittlit;��17574.x:7=7 t ��1%f.:��*(� �� T��,��► ACT. IT HAS A FLAME SPREAD RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: B19 WOOD BASE - 9" X 1 2" PAINT GRADE POPLAR GAP GAPBODY ` a /►ir►r►��0�!'��Celt '� / �!►'�' ii l-A0 ri�►i�►i1 STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792-4400 r!!�♦ !! !!? ►♦ !!'.►''►�i?T. l��!".�!!��l►�!n �!�''!►;!.1►�-�w��1►�1►�!!!A!!► !►�! T♦ ♦♦ \\\\\N . ■jijijij�♦,Aka�i�ijij .. ' ,.4.4 01.41�iiii�I, I �iiI ►iiii4, 3 ►'011*«►a',+► !r►'I I ►%Olt 1►p<!►(/i►`►� � ��►'r1/) -r►� ��►��1►p/i►�il►�ir��►�'��►�i►v�i� � - ►► ��; rr 0' I� ►'►"♦`w 1t:-Ott!' 'i ,4r►"♦'r��'��/►i��'� PAINT FINISH i ►.0'.�,�)- k._4'�'��'+h''r Olt. i ice' ,,,..\\\\\&\ ■iiiiiE�-•'�'.��►��_�� ililiiiii�� ,,�ri� liiiiiiilill��iiliiiiil�► - _ , _��,,�_,*,_�_,�,/�,,_,��.�,�_�_,��_,t_�_�_�_�_�_�_ _�_�_�_�- _�_ .'/►iiii/1.1ti�i4��►�iriii 114' '�►r�►iiiii'1►iir�iiiii' BENJAMIN MOORE PAINT ASTM E-84 UNDER THE MILL BURTON ACT. IT HAS A FLAME SPREAD RA11NG OF ��t�i...L7��r.. : ►.:L1��11:.c?jair .. ..41/ ��,��4„..1 ��..4 �iiii�►i♦r•,i`►i♦r�►I�iiiiiiiir' ' ''' iiiii �iiiiiiiiii��iiiiii��iiiiiiiii' 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: CHRISTOPHER POWELL, BENJAMIN MOORE �iiii�� iiiiiirrii .: 11A1):. 11 , � � /�iiii�, PAINTS (800) 642-5678 CARPET \\7 ►� i ii i//�iiiiii�r� ► ;1 � '�iiiii' �► �'1 _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _„�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ iiii♦►iiiii r,■iiiii/►iiii iiiii ► SCUFFMASTER PAINT - ASTM E-84-91A. CLASS A OR TYPE I. CONTACT: PATTY ROSE 800 347 0550 X 821 r�♦R'�'t"''R"�' '��'1}'►'�'3'�1►�'' �' ''i!'�►' �: if►t'?' ?,' '► , �► 'T' '�'�i'�`7♦ ,k ►iiiii iiiii/►iiiii�lvvrig■iii'► iiri'�iii/►iiii ' �►"4”.► <►' ►i�►�'1w'!� it►�' •Ld•��l► J � �. > � � 1� W y' ,.u.,;J ii' � , '�►iiii�►iiiiiiiiiii�'4 4- iii►iiiiii�►iii♦iiiii' & 415-305-4629 ►ii ''�'"f1' �' iAt, '�'•' � '" '-'i '(►,i " ;? �'l' '''tiA - ►iii' ' /►iiii�'1 tit i It e' y'�'��i'� � �'�.�'s'i�'�t-�� '''''�'�►��1�►`'l��y'��J i' . Q '1►iiii�►iiiiiiiiiii�"►_ �►-iii�►iiiii�►iii ' 4, ►ii'0 •' ,,_ ` +i-<` '► C, Adtt'!'�!•`l.p- il 'liiiiiii� /►♦iiiill:♦:,ii'►11111'111i/►iiii�'� PLASTIC LAMINATE ��i. „j3��!1,.�i,�v�: L∎�1�L'�∎r. Am.v'.,L..∎..'��A�v�,3+��i;1,:►i��∎∎iAi�i�� ii , � i� ■�iiiiiiiii41 �'S■iiiii,� � I�iiii�► SEE VENDORS BELOW; ASTM E-84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. ,� �' ' '' �''►'*' r�4�' '�i��'��'��' '�' �' ��'�i� r ■ ► -�w-� --T-� �i---�-��:- 'Emir�- �-� -� �► i CONTACTS: STEVE TYACK, WILSONART 510 489-9555 SHIRLEY DEHART, NEVAMAR (800) 264-0778 X7708 �i� �., .0`'= '� �4''P'�91' " "-' `�?'��'i'r-' '' '' "i'*i'I11) 374 r�►�► D"ir iii 7,76 4;127iil�►�. �ii!!�►`an i iiii4, ( ) ( ) '►�� 3 � v ' 1� '�s�'�"�► '� s ►�1��,� GAP (NC. 0►+-40!.- �iw�l �►�►i '►�!�� ►w 'ri�! i'�' /�iiii�' LIESL NEIL, FORMICA (415) 956-7742 CHRISTAL GRESS PIONIiE 650 207-7735 ii '�1►' irrrii � CORPORATE ARCHITECTURE 1 iii i ►iiii t' .'► ► �'� ii � ► ' { } Or i_i._::��i_i-i-i-i_i- _ -i_i-i- - -i _i- i-i-i-i-i-i- - - -�_i-i-�►-�_i-�� +►'�►►ii i►_�i._)iii1�►-A+_* ►_ ..4,41►-iN.�►iii44 410, ► ' /�iiii ' �' ►,T�r�►T��►i�:*�--�s►�►�;*T�►�►TTr:r��7►t��►�►�►**�-�-'�►T*+ �' 850 CHERRY AVENUE /1 til �'ii�I -A" r��i��4♦�•i ► ►ii ' MEDIUM DENSITY FIBERBOARD IMDF) li'C"� .�►0�1>��'�j►Vr 'W ►.�.'7',.C'� �0►'�,( �d,' � 1►.4•�►ii7V►T,�.)�1�►�;�,r�� ►��_t, : ,« ♦��►Lr, t�'�?''ii'� '�iii/►iiii�'1 '.4.�;�!►�±►�.:.►!0:•+ ,44 ►►11r 4k-! ' +r �►. .-444 Itit. !0 -4kiP�,4 ii' SAN BRUNO, CA 94066 �►iiii�►iiriiriiiii� r i= ,l►'i►i� iiiii ► ► ►ii t� 4 *�. e 1 ∎$ it v to t1 >� � > < ,,�h,,is S ♦y'L t S �ii ' �iiir�riiril►iiiii iii �iiiii�iii1, iiiii / SIERRA PINE; FORMALDEHYDE-FREE WOOD-BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D ri�► 4tr! ►i ►j1.!�1►. !!r►i! +►`�! ►� ►�+:�► "NOV !-�.4►i�,, it+iri ii ►iiii�►iiiiir iiiii♦ v►-�•►ii� iirii�►iir♦iiiii ► ►ti C� ► a 44 / iiii�riiril►iiiiil`,,?w�iii'■ ' l►iiii�'/ 2037-87-25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E-84. CONTACT: JEFF BAKER (916) ��►�r��i D`ur�r'�!�ir�i�'l411►`�A►r�i�r��+1►-Alt),441) As, ��►�� Ab- - A STORE NO.: �iiiiiii��iiiiiii♦ii��iiiiiiiii��!,��!iiiiii�►iiiiiiiiii♦.iiiiii��iiiiiii►i.� 772-5992 E-MAIL: JBAKER©SIERRAPINE.COM C418 CARPET - BENTLEY PRINCE STREET, MODLOOM CARPET 11LE; STYLE NAME: ILLUMINAIRE; STYLE NUMBER: 2805 �� i�i�i�i�i��'��i�i��i�i�i�i�i�� ►�i�i�i�i�4, 41U300620R; COLOR: SCREEN SIREN #403677; SIZE 19.69 IN SQ. (50 CM); CONTACT: ADRIAN LAEKAS, STORE NAME: ► _ _ _. - .._ ,_, -... _ -�6.- _ _ _ -��,._ _ _ ,_._��-,6,-�_�- -�.�_�..�_�_..6._� �_�► WHEATBOARD H EATBOARD SHELVING H ELVI NG 800-423-4709 EXT. 5082 OR 415-264-3769. [GAPBODY FITTING ROOMS] WASHINGTON SQUARE ♦ ♦ ♦ ∎ ♦ ♦ _ ∎ ♦ . ♦ ♦ ♦ ♦ .. ∎ ♦ N. ♦ 1. yr .. � ∎ w ∎ ♦ ∎ ∎ ♦ ♦ ♦ .. . �1 i►i��i��.��i►��i��i��i��.��.�A WHEATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 FABRIC . _ _ r ��w� 7 � ��♦ 7 ♦ 7♦7 ♦�♦�i ♦ � _ V ♦ ♦ _ ♦ V . � �� _ ♦ _ �. � ♦ � . STORE LOCATION: NO SCALE '*��1►o1, �� . �+,7V��VVVV'��t �i� 7 7 7 7 - - - trr - - - - - - - - - - - - - - rill- - - - - - - - - - -74'77►-_ - -♦- ► i, •'i'Le' . � ' \1 ( . , -V-41►�' .iiiiiiii�l∎AL Abi� ^ 'r♦ ♦ ►' ► ►A�► ►T�►!� ',��►* •.�. ►,;.'� � ►�'r►.w .,•�:► 'NOT USED __ - ��1, � ��1► (►��1,�'��.1�. >�'�'►�iiiiiiii',:��w0�:'i�'�i RUBBER BASE br 14 � ' �' �r 317 -'R i'71'Sr 1 e +l trill I r 0 G O 3t =►��►'��v�l�►��►��►=��==►'��C�►��►'`��►j�►j�t�►��►��V�� F1861-98, - SS-W-40A ri�C 41''C' �►i�►i111i�►iii►i�hi�►i�►i/lil►irYil►ill►��i►il►iii ►�►Mr►ir��ll►i�►�►i�l►i`►i1►�►�i►ir►i� GAP/GAP BODY, SUITE F06 w��w�wwwwwwwwwwwwwwww�wwwwwww�wwwwwwwwww• ASTM F1861 98, TYPE TS, GROUP 1, STYLES A & B FEDERAL SPEC. SS W 40A TYPE 1, STYLES A & , _ _∎��►_e_ ►_,♦_��_ _��_ _��_ _��_,♦,,♦��_�_��►_�_��_�_�_�,�'�'�, g 677 SW WASHINGTON SQUARE R D. iiiiiiiiiiiiiiiiiii � B ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150-200 CONTACT: COLLEEN CORBETT, ►iiiiiiii iiririiiiii ♦♦♦iiiiiiii♦♦ � 800-669-7010 EXT. 550 TIGARD, OR ♦iiiiiii � iiiiiiiiii ♦iiiiiii♦ WINDOW FILM ► i4 - - _ - _ _ _ _ _ - - _�,�_ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - � ♦� *r► ►►+�' ►�► ►t ► .. :z�!+ ►.*!��,►'�r;► ►,�;� ►�e�'�;►�'��►e�; �.±��♦ 97223 4452 •��►��j�� i►��j►�+��i►�� FIBERGLASS REINFORCED PLASTIC Vii 1► �� i ,i,►� )* 1 V g, wI i. w it �'V< le/WIN V 4 '�ii♦ - .�,.- - - - - - - - : - - - - -1P- - - - - - - - - - - - - - - - - - - !� - - ►l,N 4".4 ;4'►iiriii ►irriirrir/►r►iri/iiiir'�i♦ ^•l��♦liri♦i♦i♦-55► ♦♦♦♦1►♦♦♦♦♦i►♦♦♦►� � - -4,1 ♦♦r♦ MARUTE ASTM E 34 CLASS IIIC FLAME SPREAD c200 SMOKE GENERATION <450; CONTACT: MARUTE: 800 ►i�A3 .41��.iglu.►fei�i�i�i�i�i�i�i�i�i�∎i4i i�i��i�i��i�i��iAi��iALA∎ ► �_� . - _r1_�.I ��?' ► iii � ':� �� ''•��1;'t► �1/ _ _ ( } *� .. „ ,,N ' i'►�'i re _ _ i-YAW►-i-i-►-r-r-i- i'�I► rid►/lti..... li�►r r'iwi� 'I a ' r' ♦w�ww♦ww♦w�, ♦��►�ww♦■Ph■'■—* a ww,ww,��w GAP PROD. I.D.: 0000044154 �' ltit♦ -: !��∎ ►ze:- �w►:1Z.: 1 l �L. -1►4 AREA FLOOR WALLS CEILING REMARKS +,, i�i�►, �' �,', �A`i1�+►y�?��'+V'iii',►+►� iiy,►It, a` `►��+1'��''T'��=Z�i►��;,,�:��i �')i'�'�'w � �'►..i�i_iiA. ∎____..∎1..4�i�i�i1/�,.,.4.iii_I►<v�..��i�i�_►�_��_:�..��►_i�i�i�li� CARPET ■TILE ►ii't*�►•'^�riiriiiriii =_-_-- --:- -_-_-_-_-- --- --__-:-_-_-_-_ -_---_-_---_ _ -_- _-_-_-_-_--►� -�-�-�==!►_.-∎- ■ ■ -.AL-.-L-l-.- A. A. - - - A. -.-.-k_�-LAL-b-k�. AL ∎.. L .∎. A PROTOTYPE V9 DATE: 4 ;f 7-76�/ Ti�L7♦♦��/��1 ;c7fl iiii.? '�i♦♦♦� � i��♦�♦ii751♦'I►�♦♦�� MATERIAL BASE MATERIAL MATERIAL HEIGHT + iiii W _ _! ri _ �►ii�" � ir�ii & !4 BENTLEY PRINCE STREET - ASTM 648/ NIFA 253, CRITICAL RADIANT FLUX: 0.62. ASTM E662 SPECIFIC , �<..i. ■ri♦iri l�- � A. 1. �irii1.4" li'iiiirI►iiiriiriiiiiii � SALES AREA WOOD WOOD PAINT PAINT PAINT 11'-0" - OPTICAL DENSITY OF SMOKE GENERATION BY SOUD MATERIAL, DM = 183. CPSC FF1-70 FLAMIBILITY TEST, 08/11 /08 ► n��i��. 1��►r��♦!♦ l!��,,ry�( ►i �♦l�iriiii�►iiiiii �iririiir � H21 819 P52 P435 P53 PASSED GROUT I SEALANT ► ►iiii f►..: t-w.� iiiiilk '�►' '1► /►iiiii ► ii1►iiiiil OPENING Q1 Q2 2009 �'iiii�►ii:+ t'�;'��'� iiii'3';�' kV,'►`►iiiii�' iii�iiii/►' 11LE GROUT TRIM NO SCALE G5 GROUT - HYDROMENT CLASSIC BONE SANDED AND UNSANDED . USE WITH T6 ��iiii � . � :..'I iii�♦!��i�i�i�i�iiiiriiiii�iiiiii�iiiiiiii�� FLAME SPREAD RATINGS - •- -�►-�:- - - -�-�+-�;�--±- - ►- - - ►- - - ►- -r- -�.*- -�.*-•�- - -�►-•-•-•-►+ + / .r 1 ► T85 G37 P52 _ �. , j ► �. i_ ►. , r _, , �:.� ,i ►►iiii it _/ iiii/ iiiii -�1� _ ..��. ,E..�l, .�j..l► .��- ►-r�l..t��r.��. .�u►�a.<y�u� ��-L_��- -t��.��1'� -i-� REVISION 1 03 04 09 �'iiiii'♦iiiii'111iir'�`,v iiiirri ' � � ►��,n�sw ��•�•�•�;►••��•�• t,• •►� �.w�'..'.r.�R�►..�s.!► .��.s��,�+w� # / / A,. _ �►iiiiil♦ ►iiiriiiiiii��iriiiriii��;-,�► iiiii��►iiiiiiiii�►iiiiiiii4 Al om' CA''r.,rha�.= ._:t.. _ .,.?,,,�AA:,..;.';.,:,� �� ._..: `. `'._?,= .: .,,, AA...� �r. =y� .,,,!�: ;'�fi ,�l�'�.__��:r. -, �.- ii ►iiiii ►iii/ iiiiil ' " P., i �F ' �►'T'i O <�,11',�'Z?��'Z'ic!,LIe ,+`140..�;T.�4► V- .. .. ��.,4.,�, - .!.. .+►' 1i► �' 'iiiiii'� iiii .•!l�1ii�iiiii�'iiii�iiiill� HANG WOOD WOOD PAINT PAINT PAINT 11 -0 G.C. TO ,.Z►_`,_ ►_.�H_�i_/`_��i._i._�►_�iL_J_ _` ►_.1a+_�►_i► Jr_iL_`i_�i1r_J.►_j_ ►_. ._ ::L 1►_ _�1►_.1�_tS_c�._`1r_di►_�►_ .�►...�.��r � iiii��iiiiiii iirIii��rti �iiiii �iiiirr� iririiii�� CORRIDOR H21 B19 P52 P439 P53 INSTALL . : 1 ... .,_ _•._ ► ►iiii ►riiiii�►iiiiil►�♦iii/ iiiii4' iiii►iiiiil MARKETING " Li `.-i-r`i-��i-.... ■ Ar-rAt-r-r-r-i-�i-i-i- -i-rL-i-r-r-r-.•.-r-r- A.A. A-i-i-r-�► TRIM G37 GROUT - MAPEI ULTRACOLOR POLYMER-MODIFIED SANDED TILE GROUT #93 "WARM GREY" [USE WITH T85,T422, 01►/------------•---------------------------•-----� FILM -. 7i..-.71�:=!► ��'Rai �._�• r,IN��iiii�' J'rir��►47�♦�/►i♦i♦r♦r♦�� P52 GRAPHIC ON T423, T424] "MOCHA"4 'f i��'Z► rir ) '" ► ii tat i /► ALL WALLS G202 GROUT - LA11CRETE SPECTRALOCK - ►'„ mv�lr/�1 ►rit�0'►�..��►v:&. P%k.�� iriI, iii ►ri4�� ii ♦ iii ♦J`♦ �♦ � � " #35 MOCHA [USE WITH T425 ► 'i►' ►i lit 0-A.,1�l ii/►iiiii _• iWW#4 .W#.SW.W.W.SW.1l FITTING ROOM WOOD WOOD PAINT PAINT PAINT 11 -0 NOTE: VERIFY GROUT WDTH PER SPECIFICATION l H21 619 P52 P435 P53 i■♦iiiii Iiiiiri)1_lire iiiiiiiiil► �►iii♦�►riiiiririi,�ir'►iiiiri��_m►-iii lii �iiiii�iiiri� 4 TRIM ►' 0►iiii4►ii iiii►iiiiil►-: �. iii/►i�iiiI►iii1► � GLASS ►ii •►i iiiiiri��riiir�I�•r�?)�iiiii��iiiiiiii�►iiiiii��iiiiiiii�� P52 , GL2 MIRROR GLASS - 1/4" SILVERED MIRROR GLASS WITH POLISHED EDGES AND MIRROR BACKING, PER �� ►►�►ii.�, �� ,m /1� Ai � �i ��i�.�1►/ --------------- -------- �.. -------------------•.. SPECIFICATIONS. o�♦1♦��♦.,♦^♦♦♦1+♦♦!♦1►;�f�t♦!♦�t��♦♦��♦��♦�'r��1��1�1�� NO SCALE ■:0 4►'''��''1''�j�`i��►�\∎!►�1►4L4�►!,!�iiiririiiiiiiiiiiriiiii�: 1k'-II ∎-,1 GAP ROOM SCHEDULE $ WOOD FLOORING ►'`�r�r�r��'��''I�' '''��'r�'r��r�r�/►'r�ii►i��i��i�i��i.►i��/�i�iAmilh. �AIL��'�`��i -- H21 WOOD PLANK FLOORING - 3/4" THK. X 3 1/e WD., 12" TO 84" RANDOM LENGTH, SELECT GRADE, OAK PREFINISHED "WALNUT UV CURVED FINISH WITH CERAMIC ADITIVE [SALES FLOOR] ARMSTRONG. CONTACT: SALLY LEASH 717.396.4491. E-MAIL:S_ALEASHOARMSTRONG.COM. AREA FLOE); WALLS CEILING REMARKS Fr ♦ C �� Z��'►�•t� °'� O ►I I t �� ►i +'� D21711111117741144171Pr sr 4 t ►n ►�1!, rt' ►-!1►11!►.�i;►;;► ' ,►r,� IIIMI 71:'44 111411;:: ►lMATERIAL e BASE MATERIAL MATERIAL HEIGHT t40"111►0h. t441i1►1ik4;4,© � �� '�`�' �'�� ' ��• �'� '�''°V'�`r� ii, „ _ ►ii't3 wd►�u� , ,.,3;y';t►�i�i►�Il►liiiil�i►iiii ►��l►iiii♦ri►i►i�i►i/►�►iiir►riri►,�iriir� SALES ARE WOOD WOOD PAINT PAINT PAINT 11 -0 ��r��i�i�i�i�i�i�rr�i�r�r�i��i�i�i�i�ii�i�i�ii H21 B19 P52 P435 P53 AREA FLOOR WALLS CEILING REMARKS TRIM MATERIAL BASE MATERIAL MATERIAL HEIGHT METAL 1 P52 STOREFRONT TILE (INFlLL) METAL SILL - - - M3 METAL - 16 GA. #4 BRUSHED STAINLESS STEEL [INTERIOR STOREFRONT BASE �^ MATCH MALL M5 METAL - 4MM ALUMINUM COMPOSITE PANEL WITH (2) SHEETS OF 0.02" (NOMINAL) GAUGE ALUMINUM WITH A FITTING AREA WOOD WOOD PAINT PAINT PAINT 1r-0" - 4 P73 POLYETHYLENE CORE BY VENDOR H21 B19 P52 P435 P53 GROUT 11NTERIOR STORE METAL PANEL PAINT PROFESSIONAL STAMP: TRIM MATCH MALL i__T`` P52 aiiii M3 P73 M5 P49 SEALANT - AMERICAN FORMULATING & MANUFACTURING (AFM), SAFECOAT MEXESEAL. (619) 239-0321 [BOH " FLOOR] FITTING ROOM WOOD WOOD PAINT PAINT PAINT 11 -0 - CODE DESCRIPTION P52 PAINT BENJAMIN MOORE: 1ST COAT - SUPER SPEC LATEX ENAMEL UNDERCOATER & PRIMER SEALER ', ,. . H21 B19 P52 P435 P53 '' ''��/�'''� 1►'�� .� �- _ ■ _ � - ��.;,� V �• ��....� � ►; .- � . � � � � � 444;'rrri'liw�.��`i��1*�LA��r�i�i� �►.►�f i�►�r1�IiL��Qf �n1�►�`�►��Iv+��r�iii�i�� PRODUCT NO.: #253, GALLON FORMULA: WH-2X. 2ND AND 3RD COATS - SUPER SPEC LATEX SEMI-GLOSS <' _ [Aga. k ∎1 �ii �'•�'∎ ;�O' >' A �l' ii ' ENAMEL PRODUCT NO.: #276 GALLON FORMULA: WH-2X. (UNTiNTED 1B BASE) 1.800.642.5678 [TRIM & TRIM li'�►- �►� ♦ii�l►-i�-�►1► �►�1►-�-�►�►��/ iri/►riii� TILE � �t. � - P52 ►r3 ��iii �� 1I+ri�� ~ {+ 1�iiiri��+iwi�i•�w�►w�iw�iiii1�iiiii� CERAMIC TiLE - DAL 11LE, PATTERN: DAL X 6, - SELECTED AREA CEILINGS] � � ' = ►ii'iii/ , -•�iiiirRall►ii�,rriii�►rrii ► ' ii' T6 AL GIAZED 'TILE, 3 , K 101 WHITE. CONTACT. TAMARA GRANDUSKY P53 PAINT - BENJAMIN MOORE: 1ST COAT - SUPER SPEC LATEX ENAMEL UNDERCOATER & PRIMER SEALER I iiiiiii�1-r:3� ririi ,��iiiii�,iiiii♦♦♦♦♦ •iiiiiiiiiit�iiirii�,iriiriiii• 415-776-4435, 415-290-8302 EMAIL TAMARA.GRANDUSKY®DALTiLE.COM [TOILET ROOM WALL] PRODUCT NO.:#253, GALLON FORMULA: V -I-2X. 2ND AND 3RD COATS - SUPER SPEC LATEX FLAT PRODUCT '� i..,.I .,'►ii/►�� 4►iiiii iiiii /►iiiii �;--� ♦ T .; - 7 -� -. 7,471;74i, T 7 -- T.�-:.- �-.-. y ►iiii/♦ _�ii ►iiiii ►iii ' fi i��. �yrji. . �. �(^� 'rR�►�'i�►`tc 'f ' 't ��. 11t. t7i.�, ►,;�;� �,�. ►�,; ., / NO..#275, GALLON FORMULA: WH-2X. (UNTINTED 1B BASE)1.800.642.5678 [CEILINGS] w ti �►tiT/►iii/►irir ►iiiii' ' /►iiir� • ►•►4,*, Ali., a ;; 4., ►,, ' ► ► >4►i' ±► . ,! e.,11 ..,► ,► ►.,+ ► 1�►•r►i►�i►'/►'►�i►'� y`> 3 NO SCALE �„f.�,!-- - '- '' '� 1'� ��i�'-•'' '''��i�'�_ _i_i,I_ . .. _ .i,�i�i�i��ii�i�iA ■iri1�' iit,:,,,�•'' ';';' ' '��''• `' :' ►'r�r��i`i3i�``��ir�rl'r�i�ii`�►iQriiiiiiiiiiiiiri.P72 PAINT - PPG GLOBAL REFINISH SYSTEM DG#909098 "GAP BLUE". CONTACT PPG CUSTOMER SERVICE FOR " _..wi��ir.40. . .4 1.u�_V�AL41--0:3/4`.3i4..:.�i■∎Wei∎_��4i��iA. A∎A A.A. iA►Ai�i�i�r■∎ ■4._Ate/ GA P B O D Y ROOM S 1 I ENTRY �� 11LE GROUT STAINLESS STEEL�ETAL PORTAL METAL PORTAL 9-11 1/2 T�lr*rJr,►,, ,7•�:-� ?;Tc,�*, - 't,,•�T-,�+rw�;?T-.�►r;*i:T �n+�±*� w•;�, �n;•,w •,TT LOCAL DISTRIBUTOR (800) 647-6050. [STOREFRONT PORTAL & SIGNAGE] INTERIOR MATCH MATCH P - �,,h�►�'� � ��►i + 4 ' ' 1 4 v �' L3' ,' L►1" ` ►-♦-♦♦♦� _ ♦ ♦♦♦♦♦♦ ♦♦ ♦ ♦♦- ♦�♦♦- ♦♦- ♦♦- ♦- �♦� ( M3 P72 M5 P72 M5 �`j►i r∎,.1.�': 1'.��'!lt±l�' ',='� � � �, ►�i��►�±��r�j►��,�i� j►�i�,�`j►±i`��r��rir+�r�`P73 VENDOR PROVIDED FINISH - HIGH GLOSS GAP WHITE ��i�.�ii��i��i�ii��►�.i�i��.i�i�ii�,� STORE) MALL MALL i e ►=v��ry.14�♦_ _v_ ..♦�y��♦♦�v�♦��yL*_ _• _v_♦_se..*_♦_.�_v„♦_r_y_�..�_y_�_♦�•�_y�l► 1,r ":!”7►"♦-1►'♦♦♦♦-!►"!J-'-♦'♦-♦"♦lv "�1►-!1►'. -1►'♦-♦"♦" ♦ '1reerir ' T-- iT!►- '' ', ' -;�►7'r"'''�►i'•1 �1►�!+'T31T Tnrw-c7"� i'"��I;s''♦T"�I;''�'f?-�.►r �:a?r�w.!►-♦♦� „ " "�' ' �? �� iii "•�ej►- iiiii ��,'Q•i��ii )ii 1►� - ' ► i/`ru �t '• I. P 474, y,;1 !�<i1� "riy�ji;� II-0;44`' ��I��t 7' i 1 79 PAINT - BENJAMIN MOORE M28-21 D.T.M. ACRYLIC GLOSS ENAMEL, COLOR: SAFETY RED". 1.800.642.5678 ARCHITECT INFO: ► ►i �'''`►i -i_i_i_i_r1_�►_4►_i�_i_i_/►_i_.►_i_ir_i_.►i_i_i_ri_�►_i►_i_i_i_1►_..144D_,i►_i►_i DISPLAY AREA Ti N A PAINT PAINT 11'-0" �i '' � '�►r'At`�r '�dt► '�'�;�--�; r' e'' '1�►,.`1�',';�►'�i r�► r ' 1�'= .. ' P .•►�i�i��i��►V��rl,��i ►j�/�i�i��i�!►g'',♦..�� i��V� iy�i�i�� '��i��i�l� T85 P435 P53 - �iii�� !` ''��, '��, ,.i�r'��'�Si.L� G' ��+i��► 'j►i� � '��`y+yy ��,`C�i�► �►J'�`"I [STOCKROOM/EXIT CORRIDOR FLOOR OR WALLS] �.-_- _-_ ._---_- - 77-7"-_ -_ _ _- _-_-_-_-_-_:►4 ►�i�►��1 ��3 ►i� � �i�►iiiiiiwiw�►i�►i. - M28-15 " +�,?1T �f;iii 1E► 1 ,�♦♦♦fit' .�,1- 4271,: 1P :. 617)♦1r•!,,A,, ♦♦�,, _ er♦�►♦♦♦♦♦ 4 , A,„ �►,�AL. 4— ��♦I�-�;4,-`�/►�1..♦ „4.— ��-�_��,,_,&�.�� „Agl P80 PAINT BENJAMIN MOORE M28 15 D.T.M. ACRYLIC GLOSS ENAMEL., COLOR: "SAFETY YELLOW". 1.800.642.5678 4', '1 ;+;► '_ _iiii'.: 1 .. !►�i►' Nw ►►rii��ii 4,� ii♦iiiil►� T85 TERRAllO 11LE - INNOVATIVE MARBLE AND 11LE INC. ANGEUCUS HONED, 3 8"x23 5 8" X 23A.5/8" 11LE USE reenuernarrow ► `►-�;I�t� �� ►-lG ►iii�►'=�',1', ��'�l, �1^•�ri/�►Z'� iii/►iiit►riiii� J / [STOCKROOM/EXIT CORRIDOR FLOOR OR WALLS] ��r`i'�'�`;��iri�� ,► «=►!!` 'Mriii'�6�iiii�;i♦irii��riiiirir� MATTE SEALER. CONTACT: PATTY DURKEL 631-273-4445 X2212. NOTE: PROVIDE 1/16" GROUT JOINT. [GAP/ P,q.00 TAPE, MUD AND PREP. WALLS ONLY. NO FINISH REQUIRED STOCK AREA 1430 West Peachtree Street, ii■♦iiiii�iiii�►1.140►�irii��iiii�iiir�iiiil► A _ [STOCK ] N.W. 14► ►11iii1►♦iiii/!w� iiil►iiiii4►iii�►iliiil _ _ -- AP.IDS SA O. D+ D P .:YS r-.�.♦''►; ►" . .•►�R�;►i�► ►�►w'�►!'►!�r:�►�►�►��►��♦�� Suite 200 '►T �. ► ,t►. ►� r. ► . ,!. .►' i�� ►iiiii iii iiii�iiiil►� SEALED CONCRETE VINYL COVED GYP. BD. VARIES v ��- _ _ _ _ _ 1 � ►j�1' �' �'i ;' �1 � �i��E"� Q ) L 1 ii Atlanta GA 30309 AMMW ' / ► !-`+0-r► /►iiiir4. iiii►riiri� STOCKROOM/ �Tw�r: '�.-r•�� -►-�►►,�; • •*r,r-,rT�='•��- '•c�•:r��*Tf► .s':�Ti- *�� ► ►i'!+►�:►w �►�I► ► !psi ii�►�1►1►►�i►11/►`i1►irr►ii 'r ► . �� ► / ► .t 1 . .►1 •, ► , . iri, �� , i■♦ iri♦iiii . f►iiiiiiiri� iiiiiiiil►4 STORAGE P49 B8 P400 , ► ;'Li�3 �,�'�"� +`�h �1 '� ►�� 'S►��► �• ', � �'�•' �►'� >�► �l �►' �y ,)i� Qr•'ta Q'ip. �1. 6 { V`�i�► gI irririrriiriiiirr ii t:404 601 4000 f:404 601 3980 ► ► ►iiiiil 41 ►- -!iri/►iiiii4�iii ►iiiri� r/►iT t, � M + 1tio1 ►'.+!► �►�+e'�-i�►► r bii�►irirf�/c. _ _r_.r_.r_ ►_.►_ ._�r_ _�r_r►_`►_ _.r_ _,r_ _ _ _ _ _ _�_�_�_�_�_�_�_�_�►_� _�_ i_�_� •►iiiiiiii•► i • ,�,•r iiii••ririiriii•►iiii••iiri ■rii��+�i`�►�� `7y , Ti7 :r .:� i %I.g a. ��' i�' �' PAINT-GAP 2000 WHITE-SCUFFMASTER SCRUBTOUGH PRODUCT NO. # G5704544. G.C. TO ALLOW ONE WEEK ' ► '�iiiii 4114 'iiii l► STRIPING/ ► �'�T�a►�3� � / , 1'►iiii'►iiiii♦► ►-♦-♦ /►rrrir4 irrt►rriii� FLOOR GRAPHICS ��I.1,.. i` r.... ' �I`rrI�►,�r�r'Try_'r�I,►�iyr�i�i��'��I.►�r�i�Ai��•�i�i�i�i1►r�� LEAD 'TIME AFTER VENDOR'S RECEIPT OF PAYMENT. CONTACT: SCUFFMASTER, PATTY ROSE 800-347-0550 X ISSUE TYPE: 1'iiii 4°iri 4, FLOOR �'"z'1►iF� ., -ir". �.�.4 •• �;Nt" i - �Tr,gr: I r;*tit—r►�►� ;�-1ri► i ; - r'�,. ' /'W .WW.W.WPASW.W4d�■ �►iiiiil►iiiiil►iiiii� iii iiiii P79 P80 ��''i�'�r''�1�"�i�i' 11 j''�'�'41"S�f �b�' '�►'�°rid► �'�i' �Z �'C��T�' Vii/ 821 & 415-305-4629 [SALES] LL/PERMIT/BID 01/20/2009 1i ►ii1�!�►.�1tV$ %'$A► ► � � ' , �r.,,�►��! .;�.1,► �r�1!►T:�►�,i �; 1�.�:1��.il�'i�1 _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ SET 0 (r • t 1 4 s i��. v 4�' 4 �v,. : f /T 1741► Iii ri►rori •+� ��•+ : ordpx 71�'s� ordril ,iy ;��' 4K4-- . ---� - - - - - ►it1� °�fi�: . .T��., �' + ?., ,*s�rriiirii��i�i��iii�♦ ••v�44' �r�'��i'`'1��.�'Q�''�,��,e.��.,�a.�„�,.1,.� ,► ►�: ,, .�, � , , ,s,.,►.�,..t, �. 1._ ._.._.1._._._.__..._.►_.._._.A._/►.._._._._,._._.A_._.'._._._.AL ...�_._._.i ITT rfrsI a •7..rr nr . '. . / + / ►,�, -4" • s `L�• .#.� . �� .� �� .,- .� PAINT t��,�.►►��'��♦ �ii�ir�l� �!�_ i '�� v �►� � ►iiiiiiiiiii_iiiiii_rr ►�►i '!'� i ; *►�i . T , ; 1 �►ti ► ��►,i . �►e�'� . i*,��i . 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CONTACT: TAMARA GRANDUSKY i^'��aii��4 y,�iiiiii l 46414`x..1.11►��i 1►ii� '.�+�►iii�,iiiiii��iiiiiiii�• 415-776-4435, 415-290-8302 EMAIL TAMARA.GRANDUSKY®DALTiLE.COM [TOILET ROOM FLOOR ,P�ATTI'LAMINATE w w_ T �� A 7--♦..♦T -.�.T-•� --:� K,A) ©ri4`►��►rii�►wwiw�/l--r-��iii/Lw�►iii�►iiii►riii � 177 r"r. „;,741.'46 w� 1 7 114, �� 4074,` C1,!�►2� !,�'I `f < '57 t►►'47,. - t`4 ♦n , i�i►ii� �iirii�-�.-♦iiii iri�'iiir�iiii - ► .,� ,, . �, ►'►iiii4►iiiii�►iiiii I .' iiil►iiiiii�►iiii►iiiiil �;�;.r ►: . ��w�►��w��w� p ri�(''r. ?'o.v I)'�`v r: ' ►�i :'')1��►��i►��.�:►� 2.,., Iv'1►lf►rir�►r'�►`►'iV►<►i►�i►� '�►i T1111 3 �w 7- - 417= �� + . ..� v ►�►! ►- .• Z t �liiiiiiiiiiiiiiii� 1'11111►♦ ' '1'� �/►iiiiiiri�'iiiiiiiiil/1 �i►'+�'�L'� ►'��-!,'�t i/� ' �i� .u'�►�►� �w,.�►_�iii'VZii/�iiii� WAINSCOT ._ ►_r►_.r_.i►_i1►_._4►_.A►_._._r._ ►_.i_r►:/ ►_.i►_. ►_�r_�r_. _sir_e_l_._._._._._._._._._._._._�_._.. ►/ / Wilk.4 iri/►iiiir� iiii►iiiiil ��T 1�'e-7 iiii r'�l►- ii '+-'�-��►-�'� �►'�-�ii�►iii♦iiiii ► ► �► l---- ►. /, • , , , _ _ _ _ �� _ - - 1-800-433-3222 iiii♦♦ ►iiiii iii ��•�'+�+Ir4 /►iiil�iii ii. ► /►Vj4�► ► 1►iii�rii/�iiri� t' � l�+R�'�%:l��11*'�+!1 , 7�A�*;t� :'',� ?� ;►��,,Q!► '� � ,tl.1 t;+��1R t►:};►�1 ��PL402 PLASTIC LAMINATE INDIGO D379 60. wILSONART LAMINATE [GAP ADA BENCH] SHEET NUMBER: ►'►iiiii►ii tit► riiil/iiiiil►iiiir�►iiii►rriii� ► iiiir.:..• i'!�' ii4„LA..�i_.. ►'= �i��►ii�� iii' -i-ivy-u►- emu= -_ - -v�.. -�_�-_- - :,u-�►-i-i-�/ ` � �i��i�ii�i�i�i�i�i�i�i�i �i�i�i��i�i�i�i�i�i��i�i��i�i�i��i� Vf►,i�1►.ikk4i+T+y�i`y-v.,i ii'� •?y�,��aimI ►' ,,Zialmi:-�a.-411 .a∎A �,Xgarbdiio-w4.ilikA_ .i_.... _._...- _ 4 ► �.♦�♦V♦♦�� Poi ♦��'' '.' -�� /►� �� NO SCALE NO SCALE NO SCALE A 0 ■ 1 1►►1,1'.<► i,1. ►�i 1 X11♦„/' .'',►�f,' ►�i iii��cir3;ri�i��.`i/ ► !A� ", . ►,∎4►��.4', 0.1"1∎1∎4 riiiirii_ _ _ _ _ _ .► i o,►� F I N I H H.V.' 1 1 _ '�)iiiiiiil►••�•�►• � i GENERAL ROOM SCHEDULE _ 7 S SC EDULE CONTINUED 4 FINISH SCHEDULE 1 �`�`` �� t/i �� A011_01 A011_01 '••♦••♦♦•♦ •♦♦•••♦♦♦4•♦♦♦♦••♦�♦�♦♦•♦♦•••�♦♦ SEE DETAIL FLAT METAL CAP.MASTER HARDWARE STANDARDIZED SCHEDULE ► �►••♦•♦♦• . _• ��.� 0.. ,�,�•1 FOR HINGE � FULL GUT REMODEL ♦♦♦•♦♦•♦♦�••♦••♦♦♦♦�••♦♦♦♦•�I•��!�;'�;��';►�.�♦ SEE: '� 4" �•♦•♦••♦•♦♦♦♦♦• ••♦• ►•••♦•♦1i♦•• tv 1 , f 4 ,":_∎, LOCATIONS HARDWARE GROUPS: A-STOREFRONT; B- FITTING ROOM; C -SALES; D-SPECIALTY DOORS; E-TOILET ROOM; F-SERVICE DOORS; G-OFFICE; H -JANITORS STORAGE 4 #4 BRUSHED ♦�•••••• •••••♦ ♦••�••♦•••�"♦•♦�riti`►'�r"tn -,• ♦♦♦••♦♦• ♦♦•••♦♦♦•• ►•♦♦•♦�•♦♦•♦♦♦♦•♦�.�'�,I AT THIS DOOR IZIP S.S. TOP RAIL 416 AIL �A♦ ►♦•♦•♦♦♦♦••♦••♦•• •♦•♦♦♦•♦•♦��1♦•♦•♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦♦�.,�►�•� ♦• p v AIMIM∎∎∎∎∎L��' ♦♦•••♦♦♦�♦•♦♦♦�I♦ •♦I►'�''� � ' �'♦ PAINT GRADE HOLLOW CORE \ GROUP Al-3 DOUBLE ENTRY DOORS AT INTERIOR ►?�fhi�i►'�''C�� S�il►?,�1T�T►�• ^�'3�•T%� •►�In'R' ��rl�� 3/4" TEMP. �•�♦♦♦j�1 i��• ,�►�� ♦♦♦•4/♦♦♦�♦�1/,�♦�•��♦��1.��l 'j' ',►.,�'1, ..-� ��'jI,��V��`�•�y►i.�•�•�•�•�..►�•�•�•��♦�•�♦�•�� ♦♦ I•♦ I • - - !"*,'�►�' •♦�'♦ ♦"♦ ♦♦��1?� „!}��► 7 WOOD DOOR " 10" 4" „ " Tnr�'-*�-�►-s-�-�-Air.-:17T-..Y ■ Ilr mw∎ ∎��∎��∎�∎Iggr∎ ∎� �� GLASS ♦�♦♦•♦ ♦� ►♦♦ i�� 1: ��►•• �� /�• I•�'�►�1' ✓ '�' '� `• t 3/4" GLASS WITH 10 BOTTOM RAILS AND 4 TOP RAILS TO ACCOMMODATE 72 X 119 1 2 DOOR OPENING. •' •'• 'i1 �.. \ / I ,�. ♦ •,� - •. =� . • / / �.66..∎�ii ∎∎,...4.∎∎W. ►∎iis.∎ ,..s.∎•∎•∎∎..♦.•♦•.ds.As ■∎•∎♦•�•∎•∎ Alms•♦�♦∎ Alo ♦• I•••/ •♦�,' ♦♦��`(G'� �♦••.,l/��/I,• ��♦� •1►' ► ��•♦ \ DOORS, RAILS AND ALL HARDWARE BY OLDCASTLE GLASS ��♦.► •�`�i'.�.r ♦�♦�•�♦■■•.i■■y�w�,;r�;; ♦♦♦•♦�•�•�•�♦�•�♦�♦�•�♦�♦�•�•�♦�♦�� 6"6" ♦♦��•♦♦��♦ ♦ • �►'1y'�•�►♦• ►♦♦�, • ♦♦ ' !;♦! '� ' . .'; O 1 WALKS AND SIDEWALKS SECTION A-A FULL GUT REMODEL w 4'-0"MIN. 18"TO 24" A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR z° ' / 18"T019" BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. 60` R=1i2" 60° R-112" 6" MAX. \ \\: B. SURFACES WITH A SLOPE OF LESS IRAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SUP RESISTANT M MAX. <, z �-6"MAX. \.,�..�► AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. • °= z o M `� � ; C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP-RESISTANT. / • •a,. ! N -�► k\\\\.\\\\\,,\\\,\ \ D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. / / .o� ' ' 1/2" �.o� 6�, �a� ` E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR `�M 1/2" ~MAX. MAX. d GRATINGS LOCATED IN 'THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE STAIRS m PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL, AND A MAXIMUM OF 1/2" IN SIZE. PROVIDE SECOND SET OF HANDRAILS 24 TO CLEAR \' N m`� F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL AT 24"f61 WHEN CHILDREN ARE 18"T• FLOOR , , , i< -/---�-�p 0`N \� N\,7 IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. k, / 12", PRIMARY USERS. 10„ SPACE z� G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN TW=TREAD WIDTH(11"MIN.) DRINKING FOUNTAINS 6" MAX '�-8" MIN. ti N CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT � � / NOTE:MINIMUM STAIR WIDTH=36" ` � � THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVEL GREATER � / _ �, 0, NOTE:ALL STAIRS TO ® A.SANITARY SYMBOLS \. \ :\ \ THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. MAX2 /J "' HAVE CLOSED RISERS. , H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN EQUILATERAL OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP 1/2" ,• " - TRIANGLE 1/4 INCH THICK WITH EDGES, 12 INCHES LONG AND VERTEX POINTING UPWARD. WOMEN'S GAP INC. THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES 1 1!2 12" SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK WITH EDGES, 12 INCH IN CORPORATE ARCHITECTURE MAX. t� AVENUE TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. DIAMETER. 850 CHERRY N E 2. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1 4 INCH NICK, 12 INCH DIAMETER, SAN BRUNO, CA 94066 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. HANDRAILS WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED 3. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE STORE NO.: 2 805 BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING STORE NAME: WASHINGTON SQUARE WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL 4. RAISED LETTERS SHALL BE PROVIDED IN CONFORMANCE TO ANSI SECTION 703.4.2 AND ACCOMPANIED BY GRADE II BRAILLE PER ANSI 703.5 AND SHALL BE INSTALLED ON THE WALL ADJACENT TO THE O DOORS LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT STORE LOCATION: 0 TACTILE SIGNAGE A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON GAP/GAP BODY, SUITE F06 THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH THAT BRAILLE IS BETWEEN 40" AND 60 ABOVE A. WHEN SIGNS IDENTIFY A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, OR WHEN SIGNS DIRECT HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. FINISHED SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH 9677 SW WASHINGTON SQUARE RD. OR GIVE INFORMATION ABOUT A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, CORRESPONDING B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN TACTILE SIGNAGE SHALL BE INSTALLED. DOORS AS FOLLOWS: THE SWING OF THE DOOR. TIGARD, OR WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A INTERIOR DOORS - 5 POUNDS PRESSURE 5. PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE 97223-4452 B. BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM, EXTERIOR DOORS - 8.5 POUNDS PRESSURE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE FIRE DOORS - 15 POUNDS PRESSURE THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN HEIGHT. GAP PROJ. I.D.: 0000044154 ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6" IN HEIGHT. C. FLOOR LEVEL AT DOORS INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE PROTOTYPE V9 DATE: C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. THE HEIGHT OF VISUAL THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER CHARACTERS SHALL BE A MINIMUM 5/8" PLUS 1/8" PER FOOT OF VIEWING DISTANCE OVER SIX FEET. THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 08/11 /08 CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM T CHARACTER STROKE WIDTH OF VISUAL ONLY CHARACTERS SHALL BE A MINIMUM OF 10% OF THE OPERATING FORCE OF 5 LB/F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE OPENING Q 1 /Q 2 2009 CHARACTER HEIGHT, AND A MAXIMUM OF 30%. TACTILE SIGNAGE DUPLICATING THE INFORMATION SHALL LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. BE PROVIDED, EITHER AS PART OF THE VISUAL SIGN OR A SEPARATE TACTILE SIGN PROVIDED. D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE \ 1 D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2". CHARACTER , i . . -,.., �'1/2"MAX. OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER 1/4"MAX CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 STROKE WIDTH SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 15%. ,THRESHOLDS INCHES A.F.F. E. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE CHARACTERS SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 7A. THE SPACE BETWEEN TWO CONSECUTIVE INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40" OFF THE BACKGROUND, WITH DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A DOTS SPACED 1/10" WITH-IN CELLS, AND 1/4" BETWEEN CELLS. (OR SPACED PER ANSI TABLE 703.5) INTO SUCH SPACE (SEE BELOW). CLEAR FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM NTH INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES F. TACTILE SIGNS SHALL BE MOUNTED 48" MINIMUM, AND 60" MAXIMUM ABOVE THE FLOOR TO THE DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CENTERLINE OF THE SIGN. AN 18" X 18" CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, BEYOND THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F. ON THE LATCH SIDE OF THE DOOR. WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL RIGHT SIDE. OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. ' 1— — — -7 PULL SIDE ' r PULL SIDE X=36"MIN.IF G. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND 'W ! Y=60° MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. "' A LAVATORY OR COUNTER. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERS SHALL BE OR m o° I I/ 24"MIN. I X=42"MIN.IF MOUNTED NO MORE THAN 35" FROM THE FLOOR. r' X ,i' y,54„ LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7" MIN. TO 9" MAX. FROM THE FRONT ( EDGE OF THE TOILET SEAT. cc \ 1 . w t G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE / — z o n z°C�x SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT. S " --•- H. SINGLE ACCOMMODAl10N: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED / / boo oE- / f 1 N�" I N -(o I FOR SINGLE ACCOMMODATION TOILET ROOMS. / er—co �r —win c� f �= PUSH SIDE °=< PUSH SIDE �� - - - - - - - - \ z x ' / 54" MIDI. 10"MIN. ri \ I ..g).‹. BOTTOM RAIL 1: LATCH APPROACH HINGE APPROACH 1—■��,■,if I \ ac PICTOGRAM OR PROVIDE � �� I Z \ d- WHEN USED m :� .0 — 'a . igiii.i a " KICK PLATE ■� 7=� 1- • ■"" • l / `� ' r- — — —1 PULL SIDE —■ c� — — 1 1 48"MIN. CLEAR SPACE IS NECESSARY TO MINN N►- 18"SQ LOBBY::.:::: 18"MIN. ALLOW BACKING AND ... �■ 30 RAMPS CLEAR SPACE 18" TURNING SPACE FOR A TOILET ACCESSORIES 32" 18" PROFESSIONAL STAMP: A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1:20 (1:12 L. WHEELCHAIR TO CLEAR THE ,• 36"BAR MAXIMUM) IN- — — — _ MIN. B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72" SHALL HAVE HANDRAILS ON BOTH SIDES. / PROVIDE THIS z 32" , SWINGING DOOR. I � ' ij \ r C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. ( I ADDITIONAL SPACE -' CLR. I I . D. IF A DOOR SWINGS ONTO A TOP LANDING, NE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 `so I IF DOOR IS -� I INCHES CLEAR PLUS THE WIDTH OF THE DOOR. EQUIPPED WITH �— 30" ! OMER a E. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. - — BOTH A LATCH AND `� °`� F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24-INCHES BEYOND THE STRIKE SIDE OF THE DOOR 12" MIN. �, A CLOSER. / \ 454. AT EXTERIOR RAMPS AND 18-INCHES AT INTERIOR RAMPS. PUSH SIDE IL 0 MIN.DIA. td NE, j 9 G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES DEEP FRONT APPROACH VESTIBULE FIGURE @ "„ ► i --fly 7 27 H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 6 PROTRUDING OBJECTS KNEE AND TOE CLEARANCE �L�R 3"MAX. 30 INCHES. �, 60" MIN. �, A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" ' MIN; / 44"MIN. —�� 48" 60" _■ NAT I. INTERMEDIATE LANDINGS ON RAMPS SHALL _ — 80" 4" / CLEAR 12"MAX. 3" AND 80 ABOVE FLOOR MAY PROJECT 4 MAXIMUM. LEADING HAVE A DEPTH OF NOT LESS THAN 5'-0". M EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE / 33Qp 48�� ARCHITECT INFO: WHERE A CHANGE IN RAMP DIRECTION N " FLOOR SPA _ — — _ STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27 AND I / FLOOR SPACE TOILET ROOM PLAN OCCURS, A MINIMUM 60" BY 60" LANDING I 80" ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY / SHOWN DASHED SHALL BE PROVIDED. I RAMP NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN MULTIPLE ACCOMMODATION Green er arrow " DOWN ACCESSIBLE ROUTE. z / 36��BARMIN. q 18 MIN. 18 J. RAMPS SHALL BE NOT LESS THAN 4'-On 24"EXTERIOR B. HEAD ROOM: 80" MINIMUM. g / 42 BAR MIN. �� 1430 West Peachtree Street, N.W. WIDE. RAMPS SERVING A PRIMARY 18 INTERIOR ENTRANCE FOR AN OCCUPANT LOAD OF 0 ELECTRICAL y �L — — / �� Atlanta, GA 30309 300 OR MORE PEOPLE SHALL BE NOT LANDING AT RAMP A. ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 -1/ 28" - { 32"MIN. t: 404 601 4000 f:404 601 3980 " bi LESS THAN 5-0 WIDE. INCHES ABOVE THE FLOOR. N MI N CLEAR HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL B. SWITCHES AND CONTROLS FOR UGHTS, APPUANCES, COOUNG, HEATING AND I/ II/ .K• li \ ISSUE TYPE: LENGTH OF THE RAMP. VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4/ HA NDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND FEET ABOVE THE FLOOR. ,11" MIN, 6"MIN., '� cr 60"MIN.DIA. ) 12" s 60" LEAR ' LL/PERMIT/BID 01/20/2009 EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, 25"MAX. " MAX SET GROUND OR SIDEWALK. L. SURFACES OF RAMPS SHALL BE SUP-RESISTANT. Fig i 11 SCALE: NO SCALE 08 PUBLIC TELEPHONES ��' M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAILING OR PROJECTING SURFACES A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES THAT ALLOWS EITHER A �, PRIVACY LOCK DRAWN BY: RDF THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ---1 4 1 ON DOOR MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30" TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO �1 A&E JOB NO.: 20080538 1:12 30 FEET USE WHEELCHAIRS. 32"MIN.CLR. TOILET STALL 1:16 40 FEET INTERVAL MAX. 18"MIN. MULTIPLE ACCOMMODATION SHEET TITLE: 1:20 50 FEET B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 54 INCHES WHERE SIDE ® STAIRS REACH IS POSSIBLE, AND NO HIGHER THAN 48 INCHES WHERE FORWARD REACH IS REQUIRED. 36"MAX 42"GRAB BAR ACCESSIBILITY COMPLIANCE A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS MUST BE 1 1/4 INCHES TO 2 INCHES IN EITHER0 DRINKING FOUNTAINS PRIVACY TOILET CROSS SECTIONAL DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL EDGES SHALL HAVE A A. THE BUBBLER CAN BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE WITHOUT STOPS / ANSI B B. MINIMUM RADIUS OF 1/8 INCH. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN Rill ROLL PAPER HOLDER EXTERIOR STAIRS: CAST IRON (NON-SKID) STAIR NOSINGS MIN. 2" WIDE CONTRASTING COLOR STRIPE AT B. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF ±46" -FOR PEOPLE rO UPPER APPROACH AND AT EVERY TREAD. WHO HAVE DIFFICULTY BENDING OR STOOPING. k______„17" ir edwill C. INTERIOR STAIRS: MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER C. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH. ON A FOUNTAIN WITH A TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS ROUND OR OVAL BOWL., THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES NOTE:THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY SHEET NUMBER: SUP-RESISTANT AS STAIR TREADS. OF THE FRONT EDGE OF THE FOUNTAIN. MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS. A 0 . 3 TOILET ROOM, FIXTURES AND ACCESSORIES NO SCALE 1 .... ‘ , FULL GUT REMODEL , 1 .... ... \\*, t ,, , „.,...., ,. .\1/4,..\.\\\\\ DDCC `BB AA Z Y Y2 �, \, \„ .., \fib., \` \` } \\'1\ \s, :\S,.�:ti ,_, _,_.._._,_c;: ,_,_t_a__...,_:.d�: ,.._.._,_t_.h., _.�r_,.,_a,_, :k: ::a_:tea:._.,_,_,.r ':.1,_,_\_____________;ti:,,_,_.,_,_,_ ,_a._ ,, ,_,,.__..___ ... ,,.,v...._,. _ �` 4i, `\i `4 i i\ `'\\ il_` ,y t , , : ,..\\,\\\ , � \\\\\\\ > > > > > > > FE ,k,„\\\.\\\.\, \ '� GAP INC. Y i \ ',,,z or ,\..\,' " s , \` CORPORATE ARCHITECTURE "`n`` • "I 50' �.;; : \\.\\�r\ \""" _,. SAN BRUNO, CA 94066 25'S > > > > > EXIT TO MALL STORE NO.:. \ 50 28a5 '�` �'` ^ ti \% STORE NAME. WASHINGTON SQUARE �_, X55' 65' • ':; \��\�� > > > > . STORE LOCATION: wyNt,�♦• �h\\\\ ; , , �, t,= 1 GAP/GAP BODY, SUITE F06 �` _,.,-,,,.......,...\.._..,,,,,......,,,_ . - _. ^,. , ,:, z, _. . . __ 9677 SW WASHINGTON SQUARE RD. \i \ `:w=:yam =;;,:: , :'.'r'�'.:,„:�:. r-,_• \v ♦ \i, i\t` •\i, �\i, i\ii, i\i, �\i, '`i, i\i, i\\i, ^\i, i`,i, iii, �.`,i, �\- \�\\:,i_?i\i,i.\\i,i,��,',i.\\i,i,'`i,i,`�i,iyi_i i,\�i,i,`�i,i,i.ii,in` ....„ .... .4 . < , \::,\. i,\\. `:\ i�\, .\\..`.'\, i:l, i.`\\i,i;+:\, i.\, ::,.., t•\ iJ\ iyi.\..`.-\, is\�i�t:!\i}\\.':t:i"y\`:"\ :', \ .\. .\ .,\, .\, .\, .\\, .\\.`.\\..\\ .\, .4a�ii:,`.\+.:,1\i7..�.:\\..::,\\., II �. \ ,,�. \,,., ..,.,. , ,.,.i,... ,.:,.�: t.,,,.,,,, i.�.,i,;,;:,.i,�;,,\.,,,„,,,.t.,i,.,,,.,t,,.,.,,.,,,,i,.,,-- -, .i.,,.. .w\:.,.,.,..\r,::,i, ,. .. ,... , :.�::.` ,,,.,..,�:: TI GAR D OR I w`t,\t\r�r\rr\\\\r\� .` tt�«�tt,,t tt, t ttrr\ t, \,��t ttti t` r1 y,1.� `� �.:\\.\.,,vv,,,v„„ ,,,,,,,,v,,,,,,,,,,,,„,,,,,v,.,,,...,,,,,,,,,,\v,,.\.11, i_">y♦�._T_:_,» `\ \„ ,, ` ^\,he:t„\it h„,^,i,.,ta,,.,ha,,..._.%:,._�,,..ai.,,,,,,,,i.i,„t :,,a._._,_,,,,,,,,,.:_tir'\ .,,,,,,,... ^.,., y:\ ``v\ '"� � „ \ .`, .� _... 97223 4452 L. �,;,;,: , , \ \+� \.�'' ,•. i� �� .•, t, \L.'` ,.�� ”\?.env__,_♦ ..�:\`.__\ \ I'i i,z::`:acx a: i I GAP PROD. I.D.. 0000044154 ' ,�. ,�� .: PROTOTYPE V9 DATE: �,: :;,,, .FE , •-,,,\ ' \ ' 4,...1 ,...,,,,,,,,,,,L; :, �� 08/11 /08 > > > > > > > > > > > > > > OPENING Q1 /Q2 2009 \\\.' ..,.W. 4n. .,,., ,,,` •FE REVISION #1 03/04/09 ,.,,., , ,,N , -..„:„.......„,,,:,,".„.„ e }.i , Nti,,,,,,,, .^:`,�-_ v ,," ` :,, " . `,:l\4 ti,�la : \\t4\\u„,.—,---, - \\\v \ :4\',..:`.:•c?`:\��C:\\\i:`:ti:•C:`:4FF T,•\\',.,.'\;:C:`:1H\:\4,•<.':H\i:y1\+:`:1t,:., ;,�. 6 _ � , ,.. .i,:_,_,,,.,,,,^_i,._.i_i_.,, .._:,.,.,,,,, \\ > EXITTOMALL v ,: •.,,z- \\�ear: ti\\�,.,,w , :<. ..... FE ` '`�i\+is\�2`,,,: \*it :`,vavaav, �*\ :.tip ` +t 's' FX \�.~k1\\\:fir•::\\\\,,,,V.,.t`+��; y� ,,.a i,.....� , l > > > > > > > > > > > > > > > II -÷ Se FE ,,\ ,:< „A:: FE , ,4 y\,a •EXIT TO MALL ::Ii., , \,, ,...,n,,...^. \ L',..;, y\: .:',,,�eiLi-i,,fhtiti`lt,',,, 1 .i,t,,,,',li t,e, ,,,`:{i,\,,,::\i,i.2,w,,,4,.,i J�.:n2,,\h.i,i,i,,\2,,,,,,.t.,,,hi.,.,,\.n .t.t,.,.h.t..,.h.t....,.t.t.,,.i.i S,'..,...,,.t t.,..,.t.i As",:,,,,,,,,, ,,, . ,,,„, ,,,,,� ,iiir..:^i•^,S.i.li.S„'.,, .ti',,ti:.S,.tir: i.i.,, ,,, iC:.1,\i::.i.i' ”i i ti.•:.•,i.i.:?�C.ii...i: ti i.<.. :.ti.;,:w`,i,L:,:..,:..`.,;,C• •i.t.\l ;11.5 PROFESSIONAL STAMP: 4.li / ?, EGRESS PLAN x10 02 2 „,,,,c,„,,,,-,''', A p, DO O UPE - ALL CONTRACTORS, DEMOLITION AND 1 G.C.TO CONTACT MAL-WAL FOR BARRICADE NOTE:VERIFY TENANT CRITERIA IF BARRICADE (E) MALL BULKHEAD CONSTRUCTION MATERIALS SHALL ENTER AND INSTALLATION AND REMOVAL. GRAPHICS TO AND GRAPHICS WILL BE INSTALLED AND INTERIOR LOCATIONS: VISQUEEN DUST p°� EXIT THE MALL THROUGH TENANT'S REAR C OF BARRICADE BE SUBMITTED TO LANDLORD FOR APPROVAL. D / B S oF SAT 24 O.C. SECURE TO (E) EXIT OR ENTER THROUGH THE STORES FRONT PRINTER OR THROUGH LANDLORD .. BULKHEAD. AFTER REMOVAL OF SUPPORTS, OR MALL DOORS WITHOUT EXPLICIT BARRICADE SUPPLIER. PATCH AND PAINT TO MATCH EXISTING. APPROVAL BY MALL ON-SITE MANAGEMENT. NOTE:AT INTERIOR LOCATIONS USE INDOOR/ EXTERIOR LOCATIONS: ALTERNATE GDX OUTDOOR CARPET WHERE METAL TRACK PLYWOOD PANEL AND PLEXIGLAS PANELS ARCHITECT INFO: AND SLOTS BEAR ON MALL TILE FLOOR. G.C. \ ; O ;dOR DRAINAGE.S RESPONSIBLE FOR REPLACING TILE ren er arrow DAED URINONS > GJAMIN MOORE 1430 West Peachtree Street, N.W. 8'—©” SUPER WHITE EGGSHELL OR / / Suite 200 EQUAL. Atlanta, GA 30309 G.C.TO CONTACT GAP CPM TO ORDER /// t:404 601 4000 f:404 601 3980 BARRICADE GRAPHICS VIA ORDER FORM -• / / LEASE C.P.M. TO VERIFY IMAGE C.P.M. TO VERIFY IMAGE AVAILABLE IN CPM TOOLBOX ON / / o ISSUE TYPE: i SIZE AND TYPE FROM GAP SIZE AND TYPE FROM GAP / / i LINE LL/PERMIT/BID 01/20/2009 INC. MARKETING DEPT. INC. MARKETING DEPT. CORPORATE ARCHITECTURE AND /// 1"x 6” jNSjjUCTIjjWEBSIjE // PAINTE D 1 x fi TRIM AT PERIMETER 1 SET // SCALE: AS NOTED // NOTE: USE MALL REQUIRED BARRICADE /// I CONTRACTOR AT TENANT'S EXPENSE.SUBMIT DRAWN BY: RDF --� PAINTED PLYWOOD BARRICADE /// GRAPHICS FOR LANDLORD APPROVAL. A&E JOB NO.: 20080538 --. l PAINTED 1x6 TRIM AT PERIMETER ___.,7....,_/ _ SHEET TITLE: J '�- ^—�—'`—."�—'�" BARRICADE DETAILS NOTE:AT INTERIOR LOCATIONS USE INDOOR/ DETAILS/ A - EQ. EQ• OUTDOOR CARPET WHERE METAL TRACK EGRESS PLAN / / / 3'-0" 4'-0" PREFERRED 60'-0" AND SLOTS BEAR ON MALL TILE FLOOR. G.C. - / / MIN. CLEAR IS RESPONSIBLE FOR REPLACING TILE 6'-0"W X 7'-0"H HOLLOW-CORE DAMAGED DURING CONSRUCTION. ACCESS DOORS W/HARDWARE SHEET NUMBER: _ A 1 . 0 BARRICADE ELEVATION 1/4t,=' - 4 SECTION AT BARRICADE 1/4"=1'-0" 1 A10_04 A10_01 . . . • . I FULL GUT REMODEL 411110 DD 0 CC E r- -11//- --\ ----1 ___ .; g • . 0 AA Z 0 ..)/ •-- Y2 \ Y4 I Ti ........ /et ® 0 I____ L I-- -0 0- 0 0-- iv Tr)* 1 4 \•: . . - L_ E ro 1.--- _-I,- ....1. . ........ ....... L_ ...A -.;_:_,.....,-......-;,,, - I ir- - -\-- ii- T- li 11. ---1_ -I- IF -- -ILL: - - ... :: - 0 1 17 i 1--- ..4 .-,.... --,--71- 1 1 :. ... , N ..J1 , ----iir- H 4?-0" II 0 al L i___ __, 011-- \ E rr-s1 e .0 1 0 0 TYP. Li_____. j i: ::: 0 -.1._ _1 0 n it! I L% \- --__ • - rt--------1 TYP. ,. " ;: 3'-0"MIN. .`_fli I I ri ,. II 0 I: iiii 4'-0"PREFERRED GAP INC. , L i__ i , U I : ;: • 1:4 CORPORATE ARCHITECTURE Ci) ). „„,, ; \ r 7)17 \ ,,..- 0 -...0 0000 "''' TYP. , : 0000 .....• 0000 I.1"- TYP. I ,, ,. 11 ,„ ,: 11 il II 0, SAN CHERRY CAVENUE A 9066 STORE NO.: 0 " u 2805 . 1 ........ / 0 Iii :. "'"rj i..... f I__ _t r i r 1 ::: STORE NAME: WASHINGTON SQUARE i I , Ame 1 pimix■ I r--- ..., 1..... _ .1- 1 L Jr. TYP. L ....1.1 L .,....JJ ‘: 1.--- Eli 0 I: .: TYP. ii: STORE LOCATION: , 1 7 00 Go. r- . „ „„„„. ® , id ® GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. L_ ___0 ___ _ _ _ _ _ _ I :: ::\ . :: r 1 ,,i il I r TIGARD, OR r3 Jo th. I 0 .- „. 97223-4452 PHASE 1 L -roo - IV .... ..iiijiiiir Pair A 1 .. .: 0 ..... If ) _ w ; ..: REMOVE FOUNTAIN, 0 11 I .• GAP PROJ. I.D.: 0000044154 11 L/0 IL9j 0 4iii , Iti,,A/10 n -7 IN 7-6..7.211"4 I TYR ILO Iii SEE MECHANICAL DRAWINGS. IT-T-1-TTTTT TTTT-T-r:1 ,, ;: 11 . ii: :i ...; 1 , PROTOTYPE V9 DATE: A :: Nolo.,didiNNINVidi!:* •• II 111 ;: ...■ 1,..: 0 8/1 1 /0 8 NW F-1--1--rmi 1. 0 NIII i: .4 21Erill -UM , . 1 H NW TYP. TYP. F-F-F-F ----F-- - ++ TYP. ;: :. .. 0 eTyp• , , , .. OPENING Q1 /Q2 2009 trartr="Mr-mlartioli F-F-F-1 I I-0 17+-1- .. 4 RIPIIIIIMII I F++1 rr L_017++- ir 1111 i: 0 : --1 • OTYP. F++110----1 h++- -4-- 1--.' .: BID ADDENDUM B 02/03/09 EA •I',47;ffirri-= Zr7slir-= 0 , _. e II 0 F++-I 1-1-+- .: ,_- F .1 I-+±- : . 0 TYP IH -1-40.-:: .. .. .. . r70;9917:90N3A HI_ _a F++1 L h++- REVISION #1 03/04/09 A -..18-71-*---= ,..4-r-a-r- .-=- BACAING ii F -1 cr-1 --0 1--I-+- "-- --- ® :i - - -.I OTyp. ..................,.....................■ F++-1 u 1---1311-++- 114 H : .. ___=__i___=__J _ _ ......., r.......j 0000 ® F-I-iial 1-++- 0000 : : .: 4 .... 10 0 TYP. 8 I II F++1 I F++1 r++- 1--F-F-- 0 I 1-1 gik NW .. . F++-1 1--0 1-++- „ . .: 31148 NOME 3I8 NZ - E D I-h++-F- - 1E .: TYP. 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S TAMP:,,, .■ i) 4 ),,,,,,,:;,-,,,,,,<:1 '-5(S\\). TYP 2=1 ®7j 0000G ) I TYP ,'-co ) TYP. I I TYP. ' LI 4, 0 Pm- ......siatt ---... ................-= --r- I ',Tr 01T® 1 1 1 t (5-ilir----. .1...„.eil , . _ _ . 0 i: I: 1 ri-- 1 \?)„," .... :: ®TYP. ill tc77 -JIIIIL / 11 \ -ili Dr' OTYP. OTYP. 0 e .: or, II \ --III . 1 c r-------- --n- ---- inr r----- ----r---- it - if ,,_,,r- - 1JJ \\, „: TYP. .: , , ...... -,,,. -111-. .11;: , :71 OF C) y nL... ).........._ ....J1_ 1___ ......L ._...../ ILA_ .....11_ 1........ ___ L....ii_..... 1,.......... ...a... 111I■•• •••■11116 loom _IL 1 ..11._ ._._.11 ....j iio .......0 4 : i ::: ii 41) g N ,,, DoUG 464 COIPEIR :3 ;: 0 :: :: .: Ada ARCHITECT INFO: - - 0 iF: ... TYP. :. 0 ::::-:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:-:•:•:.:•:•:•:•:•:.:44:•:: IF OreenbergFarrow DEMOLITION PLAN 3/1 61=11-0" 1430 West Peachtree Street, N.W. BP 0] 2 Suite 200 KEY DESCRIPTION DET./SHT. KEY DESCRIPTION DET./SHT. 1. IT IS THE INTENT IN THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF All PARTITIONS, FIXTURES, 9. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSESSION OF MATERIALS BEING DEMOUSHED. IMMEDIATELY REMOVE Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 (-1-9 EXISTING FLOOR TO REMAIN. PREPARE FLOOR TO ACCEPT NEW FLOOR OVER EXISTING. SEE PROJECT FINISHES, STOREFRONT, AND SIGNAGE. THE REMAINING SPACE SHOULD CONSIST OF EXISTING PERIMETER WALLS, FROM SITE. 0 LEASE LINE B V MANUAL STRIPPED COLUMNS, CONCRETE FLOOR, AND EXPOSED UNDERSIDE OF STRUCTURE U.O.N. COORDINATE WITH 10. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING 'THAT MECHANICAL DRAWINGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. SPRINKLER MAINS TO REMAIN. I SSUE TYPE: 0 CONSTRUCT NEW BARRICADE 4/A1-0 ® (E) NEUTRAL PIER TO REMAIN. ' REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING LL/PERMIT/BID 01/20/2009 2. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. SET :ii:: STOREFRONT - REMOVE (E) STOREFRONT INCLUDING GLAZING, FRAMING, DOORS, SIGNAGE, PIERS, 0 GC TO REMOVE (E) SALES FIXTURES, FUNRITU WITH WORK.RE, AND SUPPUES. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING IJRSIDICTION. . BRACING, FLOOR FASTENERS, AND OVERHEAD GRILLES. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCT1JRE(S). PROVIDE BRACING OR SHORING AND BE RESPONSIBLE FOR SCALE: AS NOTED 12. REPAIR ALL DEMOUTION PERFORMED IN EXCESS OF THAT REVD., AT NO COST TO THE OWNER. r-A. (E) COLUMN TO REMAIN. REMOVE (E) FINISHES, FURRING OR SHEATHING, V.I.F. (E) FIREPROOFING (i (E) INTERIOR PAR1111ONS TO BE REMOVED SHOWN DASHED. ALL PAR1111ONS NOT HATCHED OR SAFETY AND SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, AND OR V.1.7 0 STRUCTURAL COLUMNS TO REMAIN. PATCH AS REQUIRED TO MAINTAIN FIRE-RATING \:::1 SHOWN DASHED TO REMAIN INJURY. 13. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. DRAWN BY: RDF OI REMOVE (E) DOOR AND FRAME. 0 REMOVE (E) STOCK ROOM SHELVING. 4. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. 14• REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE OF A&E JOB NO.: 20080538 :i CEIUNG AND SOFFIT. REMOVE (E) SOFFIT, METAL PANEL, ACOUS. TILE CLG. OR GYP. BD. CLG., AND TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. IN A CONDITION ACCEPTABLE TO THE ARCHITECT. ® REMOVE (E) STOCK ROOM SHELVING, SALVAGE FOR RE-USE. PROTECT DURING CONSTRUCTION. SHEET TITLE: ,') ASSOC. SUPPORT WIRES/FRAMING. 5. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REVD. BY APPLICABLE REGULATORY 15. FOR STORES WITH SILENT WATCHMAN AND/OR SENSORMATIC. PROJECT MANAGER TO CONTACT GAP LOSS (7-7 REMOVE (E) PLUMBING LINES AND FLOOR DRAIN TO CONC. FLOOR SLAB BELOW - CAP AS REVD. 0 (0 SHELVING TO REMAIN. PROTECT DURING CONSTRUCTION. ADVISORY TO PROTECT OCCUPANTS OF BULDING, WORKERS, AND PEDESTRIANS. PREVENTION DURING 'THE BID PERIOD IN ORDER TO DETERMINE THE CONDITION OF THE EXISTING ALARM SYSTEM AND IF IT SHOULD BE REUSED OR REMOVED. DEMOLITION / BARRICADE PLAN ■.:.1 FOR RE-USE 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITH AREAS OF DEMOLITION. REMOVE (E) PLUMBING FIXTURES (INCLUDING DRINKING FOUNTAIN, HOT WATER HEATER, MOP SINK, 0 REMOVE STOCK ROOM ACCESSORIES. SALVAGE FOR RE-USE, PROTECT DURING CONSTRUCTION. DISCONNECT AND STUB OFF. NOTIFY 'THE AFFECTED U11UTY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN :-) AND VENT EXHAUST). APPROVAL BEFORE STARING 'THIS WORK. - c. FOR MECHANICAL, ELECTRICAL, AND PLUMBING DEMOUTION, SEE MEP DOCUMENTS 0 (E) ELECTRICAL EQUIPMENT TO BE REMOVED. SEE ELCTRICAL DRAWINGS. 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY - COMPRESSOR REFRIDGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR 0 (E) DEMISING WALL TO REMAIN U.O.N., MAINTAIN ONE-HOUR SEPARATION, TYP. (E) CASHWRAP AND ASSOCIATED TO DEMOLITION. \:---1 FLOORING TO BE REMOVED. SHEET NUMBER: 8. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE UNES AND CAPPING ® REMOVE (E) WALL FINISHES AND TOILET RM. ACCESSORIES 0 REMOVE FITTING ROOM BENCH AND FITTING ROOM ACCESSORIES LOCATIONS ON PROJECT RECORD DOCUMENTS. A 1 11111111111MI 1 NTS NTS KEYNOTES Al 1_01 7 DEMO NOTES- FULL GUT/ NEW Al 1 01 1 _ . , ,,......'.. „.........., ,.. . _ ...., \ FULL GUT REMODEL . EE ) ,, DD ) CC ' i ' 17!" 1 ----\\,1 1 ' ( BB 1 ( AA 1 ( Z ) Y 1 Y2 f Y4 , 3.-L 1 -FL 1- - 1 - \ s ,... 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BP_Ol Suite 200 Atlanta, GA 30309 KEY DESCRIPTION h:;i::::-. '':::---:.:*. DET./SHT. KEY DESCRIPTION ::.:.:::, , '::•.i---T DET./SHT. t:404 601 4000 f:404 601 3980 0 REMOVE (E) EXIT SIGNS, SPRINKLERS, AND SPEAKERS. ,..,- CEILING/PENDANT MOUNTED DIRECTIONAL EXIT SIGN ISSUE TYPE: RECESSED DOWNUGHT 0 REMOVE (E) SUSPENDED CEILING, AND ASSOCIATED HARDWARE ,...,-.: LL/PERMIT/BID 01/20/2009 ,,. ,..... WALL MOUNTED EXIT SIGN .,. SET 0 REMOVE (E) UGHTING ;:-: ;:,.‘.), , TRACK UGHTS (NEW TRACK HEADS ON (E) SURFACE MOUNTED TRACK, TYP. U.O.N.) * SPRINKLER HEAD (CONCEALED) SCALE: AS NOTED 0 REMOVE (E) HVAC DIFFUSERS ,.... * SURFACE MOUNTED STRIP UGHT s n , SPRINKLER HEAD (UPRIGHT) DRAWN BY: RDF 0 (E) CEILING, LIGHTING, EXIT SIGNS, SPRINKLERS, AND FINISHES TO REMAIN. ,„4 .„„ A&E JOB NO.: 20080538 - . , SUSPENDED UNEAR UGHT METAL ACT PANEL & GRID Cr) REMOVE (E) SIGNAGE SHEET TITLE: 0 MONOPOINT SURFACE MID. UGHT FIXTURE DEMOLITION REFLECTED 0 NOT USED. $--- MECHANICAL DIFFUSER (SEE MEP DRAWINGS) RECESSED TRACK LIGHTING .„_‘' CEILING PLAN 0 REMOVE (E) GYP BOARD CEIUNG LI EXHAUST FAN .. , . WALL SCONCE 0 NOT USED. 1 -1 SURFACE MOUNTED FLUORESCENT DOWNLIGHT , . . . ALU DISPLAY SYSTEM (9 REMOVE (E) ACT TILE AND ASSOCIATED GRID SURFACE MOUNTED STRIP LIGHT SHEET NUMBER: SHEET\N 0 NOT USED. <4.s$ \AO RECESSED CEILING MOUNTED SPEAKER , 1 - 2 DEMOLITION RCP KEYNOTES NTS A11_03 7 FIXTURE LEGEND AND SYMBOLS NTS Al2-01 1 . . HC FITTING RM. FULL GUT REMODEL UNISEX FITTING , , ..,, , „,, ,,,,,....., : , / 7M77-77—T7_ZTZ?77277777777777';A`;'''''' / BB \c, Ank . „. GAP BODY D EE ' , DD ROOM f CC .) , / A6-3 \\ ,ii-r-10%* \ / • *s/ w \ / \\ 1/ \ , ' AA ( Z . , T ,, ) Y2 ' ' Y4 , \ ,. 4111111 • : .. •,..•• ,, ...- 11,-23/8 0 ' k- ,;A \ --7 , 4 „ 1,594 SQ. FT. _.:, 3'-11Y8* - 19'-07/8* 1lL§Y* 15-6* 1 -10, 2-4,8 15-6” 2'-0/8. A6-3 _...... \ • t+ I \■ .' A I WOMEN'S TOILET STORAGE I 66 SQ. FT. ROOM 1 , „,,,,,,,I::.. ..,,;:': 104 In-A/ 155 SQ. FT. : : : 1 '' 3 , Ali -up ...21.....-91mappommERNEmaiimmum., FP', ,...... zi•• ; '0 a . ' I ‘,...... , .„ : .,.• 401 IN CABINET-1 BUILT-IN CABINET BUILT-IN CABINET BUILNCABRELL__- /4",/ ' — 2 i A 1 • Or Ar.r.r■ArAmgrari- A61-5 _ J. .... .... ---- 1111,21 ED 11 TYP. V-1” likt I t,t_ ,•-, •--..„ - :. .•,. , , .o ; 4'.-10/2" TYP. : \\■' 1 (Dir. ■:: MEN'S TOILET , 66 SQ. FT. 0 op- , , e , , : . . : 1- 7 1 i TYP. 0 C) C.) 141 Cs.) C) 7 -,0 DISPLAY AREA . I 0 in \ In - 1, ____*:.,-- ■11111 , , 0 UNISEX FITTING . . +---135t- 45 SQ. FT. , I A Nip GAP INC. A6-5 i : 2 \ AREA 0 , , , . -ir, , Allik ...- \ . 7_.- 'Z./Y .rn- AI I ' CORPORATE ARCHITECTURE : ik MANAGER'S 742 SQ. FT. in P1111111::.ratignii: : ,ritillar= .5'" "' '6-6. : . _.> c.::11 850 CHERRY AVENUE ■ WY • , SAN BRUNO, CA 94066 OFFICE (—)1 110 SQ. FT. / 7-2Y2w // ---, - 7-2Y2" / ... ... :: ...,, , . ; ilD „,,,,,: -„,.......,..: _ , , , , ...., 1 ® 4'-6* .... ! A111 8 tp 5 0 _ . _ i/ r 1-.' 0 /ink . ! : : , \• \ .:: ., . i , 113 '' 1 b 1 : : •__ I______all_R1 ..'..c. STORE NO.: 2805 5-4. -co/ A5-4 : • %V 0 STORE NAME: WASHINGTON SQUARE 1 . ... ....rsit 0 5 ,5 i v - \ ,,,,„_.,,,,,,..„.--•. FT. ”"'“'“'../ .■ ■ V '6-2. ,::-:INN „ 21-11 4'-07/8" S-0" Alik . 8' al --N• _..„ ., _ H21 0 . STORE LOCATION: , ,-- --, ' ' --. — -I-, VW i '4- it . s,,,, .. Cr. "WAWA/ 0 * , . 1 ''"-- '. -,,,,, . ' .. GAP/GAP BODY, SUITE F06 i i.. -.. ) 0 :_-_----\ / , \ l 13) s H21 0 TYP. 4_ — — ___, { ' (7+,:;.) : c) Allik8S /IL l'r-,-) . .... A. 4,''.1.-'. ''''' .,1•.- i -.011 ■ ' k 7 T. ..._ TYP. c......,\TYP. \...:.1 9677 SW WASHINGTON SQUARE RD. ,, -u-) 22-63/4 70 WO . , ::‘,., .h. g Ti-51 TIGARD, OR i ,1----- 7 ----; ; r • .-; • ■•4- 1 ■ ; (1) 74W Q.I.(9 e , la )11 i all 0, 97223-4452 C) .... 41D2 12 la ye, - _ - : _ :, ..., '6-6.1 T,. 7 7r) , \ _ irigr 8'-17/8" 1'-5Y.* SIM. : EQ 16'-8* (s•--Q 0 i 10 DISPLAY AREA iii 0 42 I ir) 1 o 1 A-1 • ,_, .,.. T ..,.I. , , .... :: 46 SQ. FT. GAP PROJ. I.D.: 0000044154 0 e) alk te'r , 5- - , . I 2-0 . . a M •' 111111 ....,NIEIVO Nrans I ENISVO nn-nine I 3NIBV0 NI-111118 1 1.3''VD rum iold. .. ---- - FE 0. A ', . ____ . „ ._.. ,6-0. r r ; , II 00 7 .4) 1 -..,- 4,4 :,!.- •• • 4,..77 „sow .r. Amir.rordp it•et- c.) 8X 3,_4n '5-4. I•c4I V' 3 ■ I ..4,ArAra711/A/ AI A" A02•41 • AVAIMPFAI APAIVAVAI A/A Cl I PROTOTYPE V9 DATE: FAMIFAI Al% /Ey AVIV /OW OM I AprApr AAP" AA/ AN/ Air AVArAr..":710•17-MI A ir Air A— — — —mo mil O ■ , 1 , V 7' :1-.- 44411) 1 111.11=1111111M2 JD= 0 ' TI : 'ilrECOrli.: : ACtiatit,' :' DrAVAFAVAI„ .KAAKVAir/AAAFAI Aar An• ,4r/AVAI ..- AAVACIAI Alrir %MI/,,,,,, ,„. !,4%,"..t.„, ' ..J . CY ' 41"11#11.1k....111111111111" /Ardor Ar A WAWA 4 \., 08/11 /08 .... ...: 1.,..1 4 I: :[ .;,, • t -- ,,, ;,-, t.-- . s _.... _ J 12.1?-'",,:-U,-- ' I: '! 1 13 i H-„„„„„,---1-_ --- .-- , 4,___..-i.. — 0 ir ...-'Ay AO. I , . \ BULLEITORK — i 11.11r.- i' .1111b.- ; 1 5,,,,WIMIkr 1...) . 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C. 3/A6-3.1 ® WOOD TO CONCRETE TILE FLOOR TRANSITION 8/A6-2 A\ REVISION SYMBOL 4111 ,i, xx ,I, DIMENSION 1 ISSUE TYPE: 0 OWNER PROVIDED FIXTURE, TYP. - GC TO INSTALL PER MANUFACTURER'S RECOMENDATIONS ELEVATIO,'S ® CONTINUE MALL TILE, COORDINATE WITH LANDLORD CI) DISPLAY PLATFORM CD KEYNOTE REFERENCE LL/PERMIT/BID 01/20/2009 - Allak SET 0 (E) COLUMN, FURR TIGHT 10/A6-0.2 Q RE-INSTALL 101 5 16 HIGH MOBILE STORAGE SHELVING. 3/A6-7 (1) LOCKER 9/A6-7 AX-X DETAIL REFERENCE XX - FINISH REFERENCE, SEE SHEET AO-1 SCALE: AS NOTED 0 NEW WOOD FLOOR OVER EXISTING ® 14" SURFACE MOUNTED STOCK ROOM SHELVING. TYPICAL AT ALL AVAILABLE WALLS 2/A6-7 C) ROTATE WOOD FLOORING BOARD DIRECTION AT CASED OPENINGS. ALIGN BOARD EDGE WITH WALL DRAWN BY RDF X 0 DOOR REFERENCE A&E JOB NO.: 20080538 0 RECESSED STANDARDS, TYP. 1/A6-0.1 0 RE-PLACE STORAGE ROOM FURNITURE 6/A6-5 0 MOBILE SHELVING TO REMAIN, PROTECT DURING CONSTRUCTION 11/A6-0.2 X AI X ELEVATION REFERENCE SHEET TITLE: 0 GAP BRAND CASHWRAP AND BACKWRAP- CONTINUE FLOORING BELOW 5/A7-0 0 CORNER GUARDS - TYPICAL ALL FITTING AREA AND STOCK ROOM CORNERS 7/A6-0.1 CI) CONTINUE MALL FLOORING TO STOREFRONT AX-X RECESSED STANDARD Ark SIZE, SEE: A6-0. CONSTRUCTION PLAN 0 NOT USED 8 FLOOR GRAPHIC WHERE STORAGE IS PROHIBITED 7/A6-7 C.) 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PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS & CEILING ITEMS NECESSARY TO MAINTAIN THE 1 .1 CEIUNG MOUNTED SECURITY MONITOR ISSUE TYPE: (D PUSH-OUT ACCESS PANEL, IF OCCURS 6/A6-1 SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. CA WALL SCONCE • SPRINKLER HEAD (CONCEALED) LL/PERM I I/BID 01/20/2009 MECHANICAL SUPPLY DIFFUSER, SEE 3. ARCHITECTURE DRAWINGS DETERMINE LOCATION OF LUMINARIES & SUPERCEDE ALL OTHER DRAWINGS U.O.N. SET CI) MODIFY AND/OR INSTALL GRID TO FIT NEW WALLS 10/A6-1 4. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER & QUANTITIES. 0 COMPACT FLOURESCENT DOWNLIGHT MECH. DRAWINGS 5. ADDITIONAL HANGER & SAFETY WIRES FOR UGHT FIXTURES, SPEAKERS, & AIR SUPPLY/RETURN DIFFUSERS (AS • RECESSED DOWNLIGHT (GAP, KIDS, BABY, BODY) MI SPRINKLER HEAD (UPRIGHT) SCALE: AS NOTED C) VERTICALLY MOUNTED FLUORESCENT STRIP ELEC. REQ'D. FOR LOCAL CODES) TO BE THE RESPONSIBILITY OF NE SUBCONTRACTOR. DRAWN BY: RDF 6. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS, ARCHITECTURAL DRAWING LUMINAIRE LOCATIONS 0 RECESSED WALL WASHER / MECHANICAL RETURN DIFFUSER, SEE ACCESS PANEL 6 A&E JOB NO.: 20080538 (1) NOT USED SUPERCEDE ALL CEIUNG APPURTENANCES. MECH. DRAWINGS vsi A mur 7. SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF WALL MOUNTED UGHT FIXTURES. SURFACE MOUNTED TRACK W/ MULTIPLE I A A C31 CD NOT USED . HEAD TYPES SHEET TITLE: 10 8. SEE DETAIL FOR BACKING WHERE REQUIRED. . A6-0 CEILING/PENDANT MOUNTED DIRECTIONAL REFLECTED CEILING PLAN CD APPLIED SIGNAGE 12/A4-6 1 1 SURFACE MOUNTED STRIP LIGHT ft 9. G.C. TO VERIFY LOCATION OF ALL VAV BOXES. ACCESS TO BE THRU ACCESS PANEL COORDINATE LOCATIONS EXIT SIGN IE EXHAUST FAN GAP ® SIGNAGE ABOVE. SEE ELEVATIONS A4-6 WITH ARCHITECT. SEE MECHANICAL DRAWINGS. I I SUSPENDED LINEAR UGHT 10. FOR GYPSUM BOARD CEIUNG CONSTRUCTION SEE 411111 1° WAU_ MOUNTED EXIT SIGN c-.] PEOPLE COUNTER INSTALL NEW 24X48 TIE IN EXISTING GRID it-1 ID VERTICALLY MOUNTED FLUORESCENT 11. FOR ACOUSTIC CEIUNG CONSTRUCTION SEE 10 0 NOT USED Viligr Ct) RECESSED ADJUSTABLE ACCENT - or wii PENDANT (GAPKIDS SALES 4) SHEET NUMBER: 12. FOR SUSPENDED ROD ASSEMBLY, SEE AI li i FLUORESCENT (STOREFRONT) 410 LARGE PENDANT FIXTURE (BABYGAP) C) NOT USED ‘Zgr • A 3 ••••■• 0 , KEY NOTES NTS A30_01 3 GENERAL NOTES NTS A30 2_01 KEY NOTES, GENERAL NOTES & SYMBOL LEGEND , NTS A3001 1 . . . .. . . 1 \ 1 1 A, 1 NN I I FULL GUT REMODEL . \ fr 1 I N 1 N '1 4111ta' Atr.6 lir 1 \ .----, I \ 'N\ .45^, :40 . Izrh. , , . t. • ■ 1 4 , I 14'-7" A.F.F. V.I.F. I I B.O. E BULKHEAD SOFFIT AA \ ' 4,48 4 ■ NOF■"" •AIL ■II ■■ 1 1 S 141-7" A.F.F. V.I.F. 9_,9• (E) BULKHEAD SOFFIT r--n T A... v-i :itat, 1 1 E) MALL BULKHEAD TO (E) MALL BULKHEAD TO .1. ... ... ...•, % dr N) , -1,■4",r:•.. , ,, ', I I REMAIN (SHOWN HATCHED) 401. 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NNE ma Imo Immo i I It 1 -- NOT USED A40_08 SECTION AT ENTRY - GAP - INTERIOR 1/2”=11-0" 4 STOREFRONT PLATFORM - INTERIOR 1/2"=112-0" 2 1.1.10r144;)#0■41'4■410,■40.14■11.4toi01 Al'IrwrA''",*110.,46.44■*4 *1 _ G A40_04 A40_0 A PROFESSIONAL STAMP: 41111 3 _MAX SDI OF GIASS AT STCREFROM: fr-o•x loi-o•(s-o•MAX.MTH PREFERRED).MAN EDGES OF DISPLAY 0 30.X 30'PR4 MO1R1TED HALO SIGN. SEE:AI 411° 30.X Yr PR4 MOUNTED HALO SIGN. SEE:Ankk IIZY ink e WALLS(BEYOND)W/GLASS SEAM& McE3TAL PAWL %V AIL irlik hiaTAL PANEL niir WV %V EXISTING MAU_BULKHEAD TO REAM, • PROTECT DURING CONSTRUCTION EQ EQ EQ EQ ,00V7'' ,,, ? AIL -/ /-- k 1 I L i 4 ;... 141-0'A.F.F.VLF. T.07STOREFRONT I*.',I, \ ,,,,. i \\k *\7\s 4.*REVEAL . ; • --.1 10____, -r A.sayF.yome___4); '''l 1°41 w 5 Feir---k\\\\\\'" \,\L\\\\\X: ------ "\\'' \ -\ \ s: NNI ,s1 m, . . s ‘s.'%,.■‘,,\,‘, '1:4, „ ‘,,,N. %. N.',,A, 91-11 1/2*A.F.F. \ .%, i 1 A A -4a. ::', . • accminty SOFFIT (plf'S,,, ry,,,-i\01.:c1N6Fc ( ,,:ic,_1;/:: 6 m , 1 I N 4 ,„... ., N„ ,' ,,,,, ARCHITECT INFO: a 1 \ 41 ,,,,, s / \ / \ \ 1/2.CLEAR TEMPERED GLONG, TIP. N k\ Greenberg Farrow , ,..„ \ ,,,,„ ...... I STOREFRONT FRAME \ \ / \\ \\\\ \ u.,-, 0 I \ Ark 1430 West Peachtree Street, N.W. EQ EQ ink & \\ \\ V glIk ‘A ti 111-4 PANEL SENA LEASE UNE r4117 yr*int SLICONE SEALANT W/ S U ite 200 Atlanta, GA 30309 t:404 601 4000 f: 404 601 3980 / / v1 \ _ vw 4,4 \ ZA \/ \ii / In IX BACKER ROD.Tr.AT AU.SKS \--16 GA.#1 EMUSHED \\-16 a#4 BRUSHED ISTIU:Sh \\ 09 , ilk 111 to.OF S.S. T.O.DOOR BOTTOM LWILTI'frP. ‘• k\ ,„ sty * 0, • '' " LANDLORD A.F.F. sHED nizasio T.O.BASE 0 PORTAL 45 0.-9 Ur A.F . I SSUE TYPE: LL/PERMIT/BID 01/20/2009 STARLESS STEEL \ 4 3/4'REVEAL AT _ "4"all 1 illum■I DM DOORS SEE ll .......... _____ _ _ STNNLESS STEEL ____ _ __ .'. _____ _____ ______ \\\_. \___ - BRUSHED___ , 1 TA SRL 0.-0.A.F.F. FININ SET SCALE: SEE DETAILS BASE co METAL PANEL NEu-nuL 7%Th AUGN B.O. OF JOINT DOOR SCHEME BM co 11.9 ‘113 ENTRY DOOR& SEE 49, BASE LE3 dril DRAWN BY: A B.O. 111M)OW IMOR SCHEDULE LANDLORD.CONINUE FRAIE,TYP. 1/8.NTT JOINT,7YP• 1431 A&E JOB NO.: 20080538 STOREFRONT MATERIAL\ iith TO REVEAL DISPLAY WALL BEYOND, 16 G& f41.BRUSIED DISPLAY WALL BEYOND, SHOW HATCHED. "43' STAINLESS SHOWN HATIED. 16 GA. " 3/411 REVEAL AT SHEET TITLE: STEEL usE•parrALEI STEEL BASE 0 PORTALE,I3 NEUTRAL PER, COORDINATE YRTH 0 SIDE NOTE CONTRACTOR TO SUM'SHOP LANDLORD. CONINE STOREFRONT MATERIAL STOREFRONT ELEVATIONS DRAMS FCR ALL SWAGE NSTA TO LLATION LANDLORD NACIIEFRONT TO BE FLOOR SUPPORTED. TO REVEAL GAP — INTERIOR FOR APPROVAL PRIOR TO SHEET NUMBER: A 4 ...... 0 STOREFRONT ELEVATION — GAP — INTERIOR ,/4"=1'-0" FULL GUT REMODEL , 1\ , , A i = • • • <,1 • , 1 • C>" 0 <I • ‘ ' L • EQ 4$-0" EQ II EQ • EQ :' / / / / 'El D> -/ /- -/ /- I V < : . 11110 A A' V r] V 'A A 4111> i V r---;] V 411> : / - <I CORPORATE ARCHITECTURE ,., V . \ (0 1131 2c?\-- - , - - Ea CHERRY CA 94066 : 1 1;: <4111 r>,_v L. . V- -1 IN ..1-\ k I L rii El az \- rail • i \ ® \ —Pd---- re *I'el , 4 STORE NO.: t=i ' ' 1 2805 LI L.......! ® - 1 S F. STORE NAME: WASHINGTON SQUARE 11 a * * —...=3 , ,i**., \ Ei.--. 119 ___ 1 I ,V•t, , NI . ., 1\ g .„•1* b 1- le) b 1r ' ' `:::;%1% 1 STORE LOCATION: 1 1 14- 1 1 ..te 4 , , , , :7"\ , , se:* GAP/GAP BODY, SUITE F06 -Lt L___ 410 • • • 5 • 0 1 9677 SW WASHINGTON SQUARE RD. , 4 ::? , - , ----),------ t o • e --I, TIGARD, OR a • e (D • , :4 c 0> . c a \L. 97223-4452 1 1 IV V V V V V V V FV V V V V V V V V V V V V V V V ii,„ la .k Ith GAP PROJ. I.D.: 0000044154 S.Ni IL 111ME ___ _________MMI i ====== PROTOTYPE V9 DATE: .... . „. „„__ ___ „. „, „_ ____ ___ ___ ___ ___ ____ , I .„. _ _ „ „„ „„ „_. _ _ _____ ___ ___ _,, r- ..... _ _ _ _ - - -n r — _____ ___ 08/11 /08 EQ EQ EQ EQ EQ EQ EQ EQ / / / —/ /- -/ / -/— —/ / / OPENING Q1 /Q2 2009 EQ 7-0" r-o. EQ EQ S-3" 3$-3" EQ EQ 1V-0" EQ c. EQ 2$-3" 2'-3" EQ C. / / / / / / / / ,, / / / / / / REVISION #1 03/04/09 A SIGN ABOVE NOTE: SIGN ABOVE STOREFRONT DISPLAY AREAS SYMMETRICAL, DIM NSIINS .•P Y • D PLAY -! OP'. 'N , •. ENLARGED STOREFRONT RCP - INTERIOR - GAP 3/8"=li-0" A4-1_2 2 NOTE: FINISH TAGS CALLED OUT ON SHEETS A2-0 & A3-0, TYPICAL :, ., : : : , „ 1 , , _ ___._ ___„,_ 1_„,„ „_,„ ___„„ _,_ ___„__ ____ ., 1 I E: E 0 DISPLAY WALL, .,--' E.A.Q. SENSOR, 41111 Tr. DISPLAY WALL, : : E.A.S. SENSOR, : : TYP. TYPICAL A6-2 i TYP. TYPICAL . „.„ : 0 , EQ 5$-0" EQ 1S-0" EQ 5-0" EQ : ■ inii / / /....31(---' / / : 6$-9" 6" W-0" 6" V-2" ,...4 I f-4"1 PROFESSIONAL STAMP: / / rill 'am't-- ---- --* ° ---- ' ---- --1Cr:i--: - - ------- I ----t-- /---i -/ LI Mr j 1 /I /1-- h LEANING MIRROR LEANING MIRROR i--- -7--)...„._, O . C-N h ''''`I—,'7::' II fl, S CORER c 1■11 1 ! \ I ' 'I , , , , I , ■... .111 ,,ii -,;...,, , ' s bi.■.■ 1 cz4 cl.- ' '----3 4.47 II 1 I . I ° , , I . , , 1 111 i a IR ' '. CA ,,'--- d'a --,,, 1 '' I ,, . , , 'jj 4-2. I ' ' ' ' & 1I , .---q 1. 7 1 , x , ,,' Itr ... x .4. I._ p,. I --..- I I < w I ,mc w , , , , , , , „ , , , ' , , „ 1 I 25 8 + ,„ I . I , ' 9,;-: ' ' s ' b. 1, _I Ci)e- ' h, I4 - ---) ARCHITECT INFO: , ill,k4 .1.11 1' I I — -- k■Mi \ - \ - — — lb. IIIE — -- WITI ___ ..._ „._ ____ __. „_. „.. ____ • I r i--- GreenbergFarrow .. _ _ --- --- ---- , _.....,___ . , 1 3/4" REVEAL AT/ 1430 West Peachtree Street, N.W. INFILL TILE TO C. OF GLASS JOINT; q OF GLASS JOINT; -----. OF GLASS JOINT; OF GLASS JOINT; STOREFRONT. suite 200 MATCH (E) MALL AUGN W/ F.O. WALL ALIGN W/ F.O. WA CONTINUE MALL TILE, AUGN W/ F.O. WALL ALIGN W/ F.O. WALL CONTINUE MALL TILE, Atlanta, GA 30309 TILE, V.I.F. BEYOND, TYP. BEYOND, TYP. COORDI ATE WITH BEYOND, Ti'?. BEYOND, TYP. COORDINATE WITFI kr io ••• LANDLORD Q9 t:404 601 4000 f: 404 601 3980 1$-0" 14!-Or2" 1S-6" 1V-4Y2" 2$-.2" 10$-0" V-0" V-0" --/ . -/ / / A- -/ /- - , --1-- /- ISSUE TYPE: LL/PERMIT/BID 01/20/2009 71$-0" SET / Mk SCALE: SEE DETAILS A4-0 DRAWN BY: RDF AA&E JOB NO.: 20080538 SHEET TITLE: ENLARGED STOREFRONT PLAN & RCP - GAP INTERIOR & EXTERIOR SHEET NUMBER: ENLARGED STOREFRONT PLAN - INTERIOR - GAP 3/8"=11-0 , 1 A4-1_1 , . , iii 14'-O" A.F.F. V 14'-0" A.F.F. T.O. STOREFRONT I� --Ti - -_�_...__-------------------_-------------- FRAMING FULL GUT R I lies„--,,II�1 T.O. STOREFRONT , likilliMBWMIU..Eragaiii� /�' RACING A I ;;;;;;:AL 1 STRUCTURAL!; CThRAL �/� �\�\ i 12'-0" A.F.F. I 1 f I -8.0. BULKHEAD I I ` ,`\ ..,,,, .1 I �12�_0" i I r I 0 A.F.F. 1 1 LEASE LINE ---r--r---1 8.0. BULKHEAD i '-1 r___ !Ili 1 II II (E) FRAMING COMPOSITE METAL PANEL 11 _ ,\ 1 III! M5 P73 I 1 � Illi I __. ��'J _ GAP INC. PANEL CUP ATTACHMENT STRUCTURAL FRAMING, SEE STR CTURAL , i ' '— CORPORATE ARCHITECTURE I 850 CHERRY AVENUE I "'''� WHITE SEALANT ADJACENT TO WINDOW j1 i I � . ........ . ........ .. ...... _...... ....... ...... ....... ....... ........ ............ .... . .,............ .:.. .,...... ....,............ ...:.. ...:.. ....... ,. HERBY COMPOSITE METAL PANEL � ill i TRIM, TYP. 1 ,'lll � SAN BRUNO, CA 94066 1, THREADED ROD STRUCTURAL S PPORT IN � 6,;-7A. M5 P73 ii PRE-FABRICATED PORTAL STRU TORE ALUMINUM GLAZkoT G EXTRUSION j ill! STORE NO.: 1 ._� C 11 2805 BY OLDCASTLE TACH ED I, (E) 7"X7" STEEL TUBE COLUMN, IYP.» , THROUGH FACE F PLYWOOD STORE NAME: WASHINGTON SQUARE 1/4 WHITE SEALANT ADJACENT TO I ;s,� P73 am- 'lll WINDOW TRIM, TYP. I I� ' �Vi //(g/ \\ ,n,�1�/ STORE LOCATION: 1 t 1 ALUMINUM GLAZING EXTRUSION I'l 10'-6" A.F.F. " y GAP/GAP BODY, SUITE F06 BY OLDCASTLE ATTACHED 111 / " `4-'B.O. MULLION �' = N THROUGH FACE OF PLYWOOD g ,11i I 4 9677 SW WASHINGTON SQUARE RD. P73 1 j ; [' WHITE SEALANT ADJACENT TO TIGARD, OR ;illl �� WINDOW TRIM, TYP. STRUCTURAL 97223-4452 1----lij ,III r' FRAMING, SEE �' � 1-111 1/2" STRUCTURAL I) t{ 10'-5 1/2" A.F.F. 1/2 WHITE CAULK JOINT GAP PROD. I.D.: 0000044154 1/2" CAULK JOINT �r 1 ' ! t 1 j E T.O. PORTAL *1111.1.11;1 1 i 1 ,�,, ,�„ PROTOTYPE V9 DATE. ■■ "4-�B.O. E 1/R2" BEYOND \ - - - - - 7 08/1 /08 Co I � ~� 4MM COMPOSITE ALUMINUM OPENING Q 1 /Q2 2009 PANEL BEYOND M5 P72 e rI!ii riin?il 111-ti! REVISION # 03/04/09 I) 'I 9'-11 1/2" A.F.F.(HOLD) it _1 B.O. ENTRY PRE-FABRICATED PORTAL � -- � (I FRAME STRUCTURE WITH rh .{j-.• TANDOM DOOR HEAD 1/2 CLEAR TEMPERED GLASS 0...- CUPPING PANEL ATTACHMENTS A STOP AS SCHEDULED IL 4MM ALUMINUM COMPOSITE PANEL, -• INTERIOR ENTRY _ TYP. DOOR. SEE DOOR M5 P72 SCHEDULE. 3"=1'-0" SECTION AT ENTRY — INTERIOR — ALL BRANDS 8 SECTION AT DISPLAY WINDOW — INTERIOR — ALL BRANDS 3 = 2 1 PORTAL WALL BEYOND M5 P72 } I 4MM ALUMINUM COMPOSITE > PANEL SNAPPED INTO PRE-FRABRICATED PORTAL I > FRAME •- } > }PORTAL WALL BEYOND I } M5 P72 I PROFESSIONAL STAMP: 4MM ALUMINUM COMPOSITE }PANEL SNAPPED INTO 3 PRE-FRABRICATED PORTAL �� FRAME 10.. 0.-- ,:'::,;7.?'*it_ ,::::' : > 1/4" WHITE ELASTOMERIC 46'; > SEALER „ 1111 PLATFORM FINISH 'VINE, ') WHITE SEALANT ADJACENT TO T85 •w' - V 4� FLOOR MOUNTED DOOR I ��°µ -3 } STOP, SEE HARDWARE WINDOW TRIM SCHEDULE; 5/8" PLYWOOD > SEE PLAN SECTIONS ALUMINUM GLAZING EXTRUSION N .....„1„.. } FOR STOP LOCATION BY FACE OF PLYWOOD 1/8" CLEAR ANODIZED ARCHITECT INFO: } P73 ALUMINUM ANGLE WI GROUT JOINT AT TILE ALIGN T.O. OF S.S. BASE W/ GreenbernFarrow T.O. DOOR BOTTOM RAIL O'-9 1/2" A.F.F. v } �T.O. SILL " 3v" 0'-10 1/4" A.F.F.olt 10'-0 1/4" A.F.F. cZa f T.O. S.S. BASE 1430 West Peachtree Street, N.W. / - a � < Suite 200 T.O. BASE z t' Q I -- ' » Atlanta, GA 30309 C. – 410 STAINLESS STEEL SELF-DRILLING III�, A 0-9 A.F.F. J V.. ► ,� t:404 601 4000 f: 404 601 3980 SCREW 10 PAN HEAD PHIWPS SCREW I -'.--- I �� T.O. PLATFORM } NOTE: - # ,I I - ===cc cr=0co— -- rr� ' SS PORTAL BASE BEYOND M3 BOTTOM OF S.S. a INTO VERTICAL STUDS Q �_ _____ __ Air BASE TO BE _ ! �� • -.� > ,�,_ FABRICATED TO MATCH PORTAL CONCEALED S.S. PORTAL BASE BEYOND M3 +� till S.S. PORTAL BASE LL/PERMIT/BID S TYPE: 01/20/2009 CLOSER BEYOND i � BEYOND SET } COMPOSITE 11LE T64 ENTRY SLOPE. /' .,•�/ M3 GC TO COORDINATE WITH PORTAL METAL BASE OVER BLOCKING AS NEEDED I 0 • 1/2" BACKER ROD & MFR TO ASSIST IN THE CONCRETE TO AUGN WITH STOREFRONT SURROUND i! . % SCALE: AS NOTED SEALANT FABRICATION OF THE S.S. PORTAL UNDERLAYMENT/ I I � - WOOD BASE, AS „ BASE TO FIT TO EXISTING FIELD LEVELING PATCH M3 I 1�-''�� SCHEDULED DRAWN BY: RDF 1 2 GROUT JOINT ' } / CONDITIONS. U. WOOD FLOOR TO STOREFRONT INFlLL TILE AS SCHEDULED. °' A&E JOB NO.: 20080538 > (E) LANDLORD sg-I, ALIGN WITH SEE FINISH SCHEDULE I METAL STUD FRAMING, HARDSCAPE SLOPE ,� JAM B BEYOND (E) L.L. HARDSCAPE 1 SEE STRUCTURAL WOOD FLOORING, AS SHEET TITLE: } » ,,� » I SCHEDULED STOREFRONT SECTION � `�'FINISHED FLOOR - _ 1.48 - - ' - ►�I% » t �INISH D FLOOR ,�. � - - - - - - I _ \ , �I!l��I -.I'-./�i�_�_ _//�////// INTERIOR - N } 4 ° ° a a. 4 ° ° ° a °d I I d © ° ° a. v 4 ° a 4 4 v °4 ° d ° 4 ° ° ° ° 4 ° ° e a I I ° ° 4 4 ° 4 ° d 4 ° 4 a ° a 4 ° ° d a 4 °4 .°. d a Q4 4 - ° - d 4 .° 4 .°. 4 a °. ° ° a a ° ° ° ° d ° a 4. d ° ° 4� a ° a a d 4 °. ° ° ° d 4 ° ° 6 d4r d ° d ° 4° . ° - a. ° ° 4 tea. ° a ° ° ° 4 ° �° ° A e. 4 ° 4 a na A d ° ° ° SHEET NUMBER: � PROVIDE SHOP D R A W NGS FOR ALL STOREFRONT CONSTRUCTION NOTE: WOOD TRIM,LUMBER BEINFlRE-RE�ARDAN�CTREATED NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION WOOD TRIM, ETC. SHALL BE ARE RETARDANT TREATED" A 4 ......., 2 S A41 07 7 SECTIONATDISPLAYWINDOW — INTERIOR — GAP/GAPBODY 3"=1'- 1 A41 01 FULL GUT REMODEL 11'-0" A.F.F. B.O. CEILING \N. 5/8" GYP. BD. _ 1 0/ 3 5/8" -+ STRUCTURAL FRAMING, SEE METAL STUDS STRUCTURAL DWGS. N\\\\\\\\\\,\k \ y8` 5 r 4V5cisikA.ff.��' \\I\ THREADED ROD STRUCTURAL i +.�� ' , SUPPORT IN PRE-FABRICATED PORTAL STRUCTURE s • GAP INC. '� � 9'-11 1 2" A.F.F. CORPORATE ARCHITECTURE__Ai 850 CHERRY AVENUE 3/4" POLISH AL i ' � I - - SAN BRUNO CA 940fi6 3/4 CLEAR L EXPOSED EDGES, TYP. TEMPERED GLASS EDGE OF SILL BELOW STORE NO.: 2805 I 1 PRE-FABRICATED PORTAL STORE NAME: WASHINGTON SQUARE FRAME STRUCTURE WITH STORE LOCATION: - n CUPPING PANEL ATTACHMENTS 5 GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. --� TIGARD, OR --,• 12"x12" HALO SIGN, FLUSH 97223-4452 WITH ADJ. SURFACE. PROVIDED GAP PROJ. I.D.: 0000044154 AND INSTALLED BY VENDOR 6„=1'-0° 5',-5" A.F.F. �j PROTOTYPE V9 DATE: CENTER OF SIGN `-F BUTTGLAZING - INTERIORSTORES 12 08/11 /08 A412_04 --•. METAL PAN BY PORTAL OPENING Q1 /Q2 2 0 0 9 STRUCTURE VENDOR.. 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ATTACH TO (E) ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦1►♦♦♦♦♦♦♦:I� AO M1 I♦II♦♦♦♦/% �►'�1►♦♦♦♦4►♦♦♦♦♦♦♦♦♦' La PLASTIC ATTACHMENT ADHERES riP111„ ►oo♦oo♦♦♦♦ ♦♦♦♦t>♦♦♦♦♦1 ♦iO, ��,►♦o♦♦4♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/►V♦1►♦♦♦♦�►�!, i►♦♦♦♦4' , ♦♦♦♦♦♦♦♦♦• DRAWN BY: RDF TO PANEL 1111 » ` W 2" ♦.♦,♦,,,♦V♦w♦,�♦♦♦♦♦♦ 4��♦�♦♦♦�♦♦♦��1,� ` /1►, ♦♦♦ ►♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦♦♦o♦♦ ►♦♦♦o♦♦♦;tVt��♦♦♦♦�♦♦♦♦♦♦♦♦♦ . $1 g 111 �«F«' _ 1/2 BLACK SEALANT & BACKER ROD ��;3•V','��►�,'�� '�,�we��♦♦♦♦♦♦♦�!��♦♦♦♦♦♦♦'►♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦o♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦��♦♦♦♦♦♦♦�! 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As. - - - - - - - - - - - - - 1.'4- - - - 1 - = - - - - - - - - -, — ►<4-4slitel, ►1.r'�►��,, >�.�,1��,�� '►ti�1��►♦�00qvpiPt0,44#40,4-4.0 14001►1 .1.4!�,* P', ► t;�, ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ �♦t��,�r�♦��♦!►�♦♦� • CURTAIN WALL BASE DETAIL - INT A421 10 10 SECTION AT ENTRY GAP/GAP BODY A412_01 7 � �, '►'►��►.�►1► .�►♦�� i►��.•�•�'. ►0i��•� • : •��► , ►♦♦♦♦♦o♦♦o♦♦o♦♦♦♦♦♦♦♦♦/►�� ip-— 1 ►♦�C' `v;j�'V'�1 �j`► ,3'v`,v�,''►�� 3�i'r +1►�►.�I.��<li��1��Li♦�V�i��i,��♦,♦��i►♦♦,��♦��♦,�♦,�♦��♦,�♦��♦�♦��♦�L,r171116►��6,,►♦�,�♦i NO 3y" 4" 34" FULLGUTREMODEL 1 ALL LUMBER INCLUDING PLYWOOD, / / / /- \ , , ‘ BLOCKING, WOOD TRIM ETC. SHALL BE FIRE-RETARDANT TREATED,TED, TYP. �o* ,� 4 \ DOOR, PIVOT, AND _ _ III k\•\\\:. ,. ADJACENT TENANT -� �'_I VERTICAL POST �IIIII�� 1111 - VIII 1 SCr ;;cN DULE -�,_ _��.- i� \ - - VERTICAL POST, AND ` 3/4" REVEAL AT CONNECTED THROUGH EAS it NUETRAL PIER BACKING PLATE ii: = GAP INC. VERTICAL POST PROVIDED CORPORATE ARCHITECTURE P.' �/ 1/2" WHITE SEALANT AND BACKER WITH DOOR HARDWARE. 850 CHERRY AVENUE t ':, ,'r ROD SAN BRUNO, CA 94066 15 COMPOSITE METAL PANEL ..a11111M11111111111MIIMIXIM101111111111101110■1111.1M1■11■31110■111INIIIM1111011111111■111M11.■ STORE"1111____ '�1-- ---r�- M5 2805 , , `-- 0 STORE NAME: WASHINGTON SQUARE i FLOOR MOUNTED DOOR STOP, ALUMINUM GLAZING EXTRUSION BY is. i SEE HARDWARE SCHEDULE STORE LOCATION: OLDCASTLE ATTACHED THROUGH FACE P73 OF PLYWOOD _________ .1 GAP/GAP BODY, SUITE FQ6 1/4" WHITE SEALANT 9677 SW WASHINGTON SQUARE RD. ADJACENT TO WINDOW 1.' TIGARD, OR TRIM, TYR 2" \ �..- / / .1Y2"± GAP PROJ. I.D.: 0000044154 3"=1'-°" 3"=1'-0" PROTOTYPE V9 DATE: * a 0 t 4 k4 I ► - k s ► ENTRY PLAN SECTION - 13 W. PORTAL A41 4 6 * . . = - - -- 08/11 /08_ii 10 EAS ANTENAE FIN MOUNT TO 4" S.S. PORTAL BASE END AID EAS ANTENAE FIN MOUNT TO EAS ANTENAE FIN MOUNT TO 4" S.S. PORTAL BASE END ALO1 EAS ANTENAE FlN MOUNT TO < OPENING Q 1 /Q2 2009 LINE OF THRESHOLD/ FACE OF VERTICAL MULLION PANEL M3 FACE OF VERTICAL MULLION LINE OF THRESHOLD/ FACE OF VERTICAL MUWON PANEL M3 ,� FACE OF VERTICAL MULLION,4 1�' FLOOR TRANSITION BELOW 6" 4» POST 6" 4" POST3y» FLOOR TRANSITION BELOW 6" 4" 3Y4" POST 6" 4" 3Y" POST < 3/4 SEALANT / / 4 / / LINE OF THRESHOLD/ REVISION # 03/04/09 e --\ y , R A \ ' SEALANT ' FLOOR TRANSITION BELOW <,... i, ft: ��TA( 11--' ''..... -' ] - .......„ -, \ ......,-.....„, N �. �. 1111-+ �---- a � R <j , M M Li., L... i in 1 ' ; j G) ` �--- EII: �� 1 jfi ' 1 . III; c DOOR, PIVOT, AND IiO!1 DOORPVND II VERTICAL POST / i VERTICAL ST`1 ----1111-- 1111 - - 91_ 2: [ EAS SYSTEM CONDUIT TO "'" EAS SYSTEM CONDUIT TO BE ---J ---- EAS SYSTEM CONDUIT TO 1.-141 /1111111 EAS SYSTEM CONDUIT TO ` BE RUN WITHIN VERTICAL RUN WITHIN VERTICAL MULLION BE RUN WITHIN VERTICAL III BE RUN WITHIN VERTICAL ` MUWON POST AND ««41I POST AND CONNECTED MUWON POST AND MUWON POST AND < CONNECTED THROUGH �_ THROUGH EAS BACKING PLATE CONNECTED THROUGH CONNECTED THROUGH < DISPLAY EAS BACKING PLATE LINE OF THRESHOLD/ EAS BACKING PLATE EAS BACKING PLATE �ISPLAY PLATFORM P.T. WD. FLOOR TRANSITION BELOW LATFORM 1 < P.T. WD. BLOCKING 1/2" SIDEUTE BUTT GLAZED WITH VERTICAL POST MUWON BLOCKING VERTICAL MULLION POST < / / CLEAR SILICONE TO PORTAL PROVIDED WITH DOOR PROVIDED WITH DOOR < HARDWARE. HARDWARE. " o o o 14441 < 1/2" SIDEUTE BUTT GLAZED = _ < WITH CLEAR SILICONE TO Q 0 \ \ \ o 0 - 0 PORTAL " ri L ENTRY DOOR. I ■ -L ENTRY DOOR. t / ENTRY DOOR. SEE DOOR ► ENTRY DOOR. SEE DOOR 0.- SEE DOOR SEE DOOR < o SCHEDULE SCHEDULE SCHEDULE SCHEDULE Co \ tD \ Co (p < n . to an on.= { I FLOOR MOUNTED �`-`"- FLOOR MOUNTED : '� A \ C DOOR STOP, SEE 154/n± DOOR STOP, SEE 1�"f i 1 B"f FLOOR MOUNTED 1 S"f FLOOR MOUNTED DOOR < PROFESSIONAL STAMP: � HARDWARE SCHEDU ', f /� HARDWARE SCHEDULE -/ , / / DOOR STOP, SEE -1 A. STOP, SEE HARDWARE I ■ V HARDWARE / SCHEDULE < Ri-,, SCHEDULE I _ < cs..1: ,., , ■ h 1,,,I.'.„', Y 8 1 :1; . 5,. . �� 4-2. !1111 4-2. ■i '4-2. < I 1�iE, r l? 09 1111. . J DISCONTINUE S.S. PORTAL 114441 < 0 BASE IN VISIBLE AREAS < --01 12"x12" HALO SIGN, FLUSH 12"x12" HALO SIGN, FLUSH ARCHITECT INFO: WITH ADJ. SURFACE. PROVIDED EXTRUDED METAL BASE BY WITH ADJ. SURFACE. PROVIDED I EXTRUDED METAL BASE BY < AND INSTALLED BY VENDOR PORTAL MFR. ATTACH TO (E) AND INSTALLED BY VENDOR PORTAL MFR. ATTACH TO (E)< P72 r— CONC. SLAB P72 CONC. SLAB reen er arrow ' -. METAL PAN BY PORTAL S.S. PORTAL BASE PANEL METAL PAN BY PORTAL S.S. PORTAL BASE PANEL 1430 West Peachtree Street, N.W. STRUCTURE VENDOR.. SNAPPED INTO STRUCTURE VENDOR.. SNAPPED INTO < Suite 200 PRE-FRABRICATED PORTAL PRE-FRABRICATED PORTAL < Atlanta, GA 30309 FRAME ""= FRAME t:404 601 4000 f: 404 601 3980 PRE—FABRICATED PORTAL M3 ■ PRE—FABRICATED PORTAL M3 ` id.:* FRAME STRUCTURE .s�� . FRAME STRUCTURE M .i iii �{4 . :WWII �� _�/� ' ISSUE TYPE: ` 4MM ALUMINUM COMPOSITE �� " � 4MM ALUMINUM COMPOSITE r �I < LL/PERMIT/BID 01/20/2009 j PANEL SNAPPED INTO �, PANEL SNAPPED INTO - ---�;-- SET .N PRE-FRABRICATED PORTAL Y :$4 PRE-FRABRICATED PORTAL Y < FRAME FRAME c� < SCALE: AS NOTED M M5 P72 M°,' M5 P72 m DRAWN BY: RDF r. \ (0--8 - C LEASE LINE 4J W A&E JOB NO.: 20080538 --..-1 r--- u_ Jill „•--- I v� LEASE LINE - LEASE LINE LEASE LINE < SHEET TITLE: nil _ < STOREFRONT DETAILS NOTE USE BLACK SEALANT » NOTE: USE BLACK SEALANT NOTE: USE BLACK SEALANT " NOTE: USE BLACK SEALANT < INTERIOR AT ALL JOINTS BETWEEN BLUE 6 AT ALL JOINTS BETWEEN BLUE AT ALL JOINTS BETWEEN BLUE 6 AT ALL JOINTS BETWEEN BLUE 9'-0" TO INSIDE METAL PANELS, U.N.O. 9'-0" TO INSIDE ► METAL PANELS, U.N.O. » 13'-0" TO INSIDE METAL PANELS, U.N.O. 13'-0" TO INSIDE �, < '1' a._ ■ 6" FACE OF ENTRY PORTAL FACE OF ENTRY PORTAL 6" FACE OF ENTRY PORTAL FACE OF ENTRY PORTAL METAL PANELS, U.N.O. BACKER ROD & SEALANT BACKER ROD & SEALANT < APKIDS/ BABYGAP/ GAPBODY STORE GAP STORE < SHEET NUMBER: - ik 4, ...... 2 • 2 LAN SECTION - 9' WIDE PORTAL 10 PLAN SECTION - 9 WIDE PORTAL 7 PLAN SECTION - 13 WIDE PORTAL {�_ 4 PLAN SECTION - 1 WIDE 3 =1'_°"A411 04 A411 04 PORTAL 1 DOOR AS SCHEDULED DOOR AS SCHEDULED INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN FULL GUT REM 0 D E L NOTE: 9 ,, 1/8" THICK SURFACE 1/8" THICK SURFACE PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. FOR CONCEPT TYPE, SEE: Mir \ MOUNTED SIGN MOUNTED SIGN GROUND WIRING DIRECTLY FROM PANEL BOX). SEE \ NN' \ ELEC. DWG FOR LOCATION. INSTALLATION TO MEET 16 GA. METAL BLOCKING, SEE .i'illif.lril,i,EVAVAt,i,, N.E.C. CODE. �`, DETAIL 10/A6-0 �� 110k,�`\ SNAP ON C STEEL FASTENER FOR g OVER FLANGE. STRUCTURAL ATTACHMENT FINISH TO MATCH POSTS. ti f ;t : :H EQ. EQ. ti/ / I XX-X A.F.F. ,.� ,i 1 u — I I ■ LOCATIONS \\\ \\\ \\ '`�,• I < - \ B.O. FINISH CEILING : BION WITH \ \3/ 1/4 THICK ; , ALLAST \ ALUMINUM PLATE ,� " \N. \ `� \`� ,. GAP INC. 1 8 THK. PAI ""N \\\ ` i " Nz\-\.-N- ,NTEpuosHA_LunimR.0 CLOSETS STOCK ! / •,--,.. \\ 4 ' \ CORPORATE ARCHITECTURE K ROOM FACE & SIDES \ \` \ \ 850 CHERRY AVENUE --� 2-2 TALL 3/4 W. x 1/4 \ � I �� ALUM. FLAT BAR ROUTED OUT LETTERS ` \ \ \ `\\ `�,\\ SAN BRUNO CA 94066 LETTERS 1/8" TH. POWDER 3/8" W. x 3/8" THK. �• \NIE \ALUMINUM CHANNEL ,. . STORE NO.: w 7 15/16 TALL x 2'-5 3/8 WIDE ti \ ` J BOX (PROVIDED BY ELEC. 2 g " ,.. ,► ' 111111 CONTRACTOR , x 1 4 THK. CLEAR PLEXI PANEL ` ' } N \\ °O 'FIT / `\�,�. ,\ STORE NAME: W APPLIED FROSTED , jij ,,� \\ \\\\\.\,\\\,,, �`'\ WASHINGTON SQUARE CY �, \, �� ,\�..CONDUIT TO ELEC. PAN ti ``��``..`�\" CAT Y Y BY ELEC. CONTRACTOR \� 4 EQ EQ 4 i ;': i , �, GAP GAP BODY SUITE F06 3 '� / 1/8" THK. ALUM. PANW/ ' 3 2'-6" (3' 4 BLUE PAINT FINISH / SEE ELEVATIONS / 9677 SW WASHINGTON SQUARE RD. / / TIGARD, OR SECTION ELEVATION 3/4" CONDUIT BEYOND 97223-4452 NOTE: O LOGO DIMENSIONS ARE DETERMINED BY B (E) STRUCTURE, VERIFY IN A CAMERA READY ARTWORK GAPBODY FITTING ROOM ENTRY FIELD GAP PROJ. I.D.: 0000044154 -i`-a' - -o° A46 3/4°_�'-o° > >�2°- -o" PROTOTYPE V9 DATE: PENDANT FITSIGN 12 SIGN ELEVATIONS 9 APPLIED TEXISIGNAGE 6 PIN MOUNTED HALO SIGN - 3 O8 11 O8 ., A46_12 _09 A46_06 A46_03 / / ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ }. 0 0 co OPENING Q 1 /Q 2 2009 INTERNALLY ILLUMINATED LED HALO♦♦♦♦�♦�♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ L F- 8 = W W ♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ � SIGN � rn � F- to 0♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ z W - a 0 I- ,- �- REVISION # A ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ a > z 1- z = N m ♦♦�♦ ♦� ��♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦♦♦�♦�♦♦♦♦♦�♦� LOGO DIMENSIONS ARE DETERMINED BY 0 > >- �' >- W o < o ♦♦ ♦� ♦ ♦♦♦♦♦♦♦♦♦��♦♦♦♦♦��♦♦♦♦♦♦,,�♦♦♦♦♦♦♦ ITEM Ci a u. m ? m 1 Q �C m m COMMENTS ♦♦�♦♦�♦♦♦♦♦♦♦♦♦♦ . -�' �f►►i' '�►? � ��' 44"C'A►' •�- S♦♦♦♦ CAMERA READY ARTWORK ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ � �,�W V�,L� �,VY�1 y 3► ♦♦♦♦ EXTERIOR SIGNAGE ♦♦♦♦♦♦ ♦♦♦♦��♦♦�I♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦�♦♦�♦�♦y♦♦♦♦♦♦♦ PROVIDE 120-VOLT PRIMARY ELEC. PIN-MOUNTED ILLUMINATED HALO SIGN 2 Y 0 0 2 G ♦♦♦♦♦ ♦♦ ♦♦♦��♦♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦♦♦♦♦♦♦ RECESSED ILLUMINATED HALO SIGN 2 Y 0 0 1 2 G - - ♦♦♦��♦♦�♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ SERVICE (INCL. GROUND WIRING ♦♦♦♦♦�♦♦♦♦♦♦♦♦♦I♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ '" BLADE SIGN - ILLUMINATED � Y - - L AL AL ALALAL�. AL AL AL AL AL AL ��ALAL��AL AL AL A. AL A. L AL AL A. .HALAL AL AL AL AL AL ♦♦ DIRECTLY FROM PANEL BOX). SEE 1 0 0 2 G ♦�■ �►��,�� ♦♦�♦ / ELEC. DWG FOR LOCATION. r4w��trf�•Ntretr��.c��i747474��*��, ►��♦♦�♦♦♦ - INSTALLATION TO MEET N.E.C. CODE. ♦♦♦♦♦♦�'101 ►♦♦♦•i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4I0I 4 ■��♦♦♦♦♦♦ I INTERIOR PENDANT MOUNTED SIGNAGE I ♦♦♦♦�♦ ♦♦♦ I♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ■ A�� ♦♦♦♦♦♦ PASS THROUGH 1 N 0 0 2 3 G ♦♦♦♦♦♦♦�♦♦♦♦♦�4040•40.•'�j��l►'��'��'+♦404..`'w♦'�♦�►S'�'' �♦♦♦♦40∎ ∎ ►V�♦♦♦♦♦♦♦ d4• "FIT" 1 N 0 0 2 3 G - - ♦♦♦♦♦♦♦/*Altiotel/ �I► q■ • • .1 � b �♦1 ,��♦♦�♦♦♦♦♦♦♦♦♦�♦ /8 THK. PAINTED ALUM / kft0 k Ti , 4►..♦♦♦♦♦♦♦ 1 " _ ♦♦♦♦♦♦♦ ►♦ \ A r►1t�1►�►�I►y1r►r►♦•Ir►♦'�►Ir �1 1�6�:�/ " FACE & SIDES, PUSH THRU .,i,♦��r�♦♦�V�♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�►�♦/��►�.'V. "♦♦♦♦♦♦♦♦♦♦ 2 / ROUTED OUT LETTERS ♦♦♦♦♦♦♦ .►�I►'0A►♦♦♦♦♦♦♦ ••••••♦♦4►♦'1►�►♦:4'♦♦♦♦ ♦ ♦♦♦♦♦♦ � /� �o�o�odoe�e�e��o�o��aooe�e�e�e`•oe��:�`�'�+j�♦♦♦♦♦♦ ■♦' c� SURFACE APPLIED GRAPHICS ♦♦♦♦♦ ♦ '��_■,��m�_�-�w��-�l��-��-�_�.��.. ♦�'♦♦♦♦♦♦ . "COMING SOON" 1 N 0 0 2 G K B ♦♦♦y♦♦♦�,I ■•• ♦♦�♦♦� 0*♦♦♦♦♦♦♦'0471�.♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦ GAPMATERNITY" W/ APPLIED FILM ON BACK 0 N 0 0 2 - ♦♦♦♦♦♦♦ ►/iy'��♦♦♦�♦�♦�♦�r��►�♦�♦�♦�♦�♦∎�� ► ► ►♦♦♦♦♦♦♦♦ FACE OF GLASS ♦♦♦♦♦♦♦♦♦♦♦♦♦�A ♦��♦��♦♦♦��♦�♦�♦�♦�♦�♦��♦I♦��►�♦`'��•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ BARRICADE SIGN 1 N 0 G 2 : G K B I GLUE BY G.C. ♦♦i♦♦♦♦♦ ♦♦i♦♦♦i♦♦♦♦ ♦♦♦♦♦♦♦0i♦♦•► �♦♦♦♦♦♦♦♦ " ■ ♦♦♦♦ � /►♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦� ■♦♦♦♦♦♦♦♦ " FIT" SIGN 1 N 0 0 2 - - - ♦♦♦♦�♦�♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦4► ♦♦♦♦♦♦♦♦ TWO (2) 1/2 GREENFIELD ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦ ► ♦♦♦♦♦♦♦♦ CONDUIT TO REMOTE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4�" ■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� I ♦♦♦♦♦♦♦,►/►♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦., ♦♦♦♦♦♦♦♦ TRANSFORMER PER SIGN I SIGNAGE AND ACCESSIBILITY ♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦4 '�♦♦♦♦♦♦♦♦ LOCATION. "STAFF" 2 N 0 0 2 G - - ♦♦♦♦♦♦♦♦♦♦♦♦♦�1� ♦♦♦♦♦♦♦♦�♦ ♦�►♦♦♦♦♦♦♦♦♦��♦♦♦♦♦�♦♦ PRIVATE _ 1 N a o 2 G _ _■♦♦♦♦♦♦♦♦♦♦♦ ♦, ♦♦♦♦♦♦��``��+,�� ♦♦♦♦♦♦♦♦ TOILET ROOM MALE (WALL) 1 N 0 0 2 G ♦ ♦♦♦♦♦ ��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ PORTAL TOILET ROOM - FEMALE (WALL) 1 j N 0 0 2 G - - i♦i♦i♦i♦i♦i♦i�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4 i�♦i♦i�i♦i♦i♦i♦i♦i ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ PROFESSIONAL STAMP: ♦�♦♦�♦♦ ♦♦♦♦♦��♦♦�♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦�♦♦♦ HANDICAP SYMBOL 3 N 0 0 2 G - - ♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ (INCLUDE AT ALL TOILETS 3 SSWSS)WAMM*SSSSSS*WA*•�4OA00 ' # 'V W AND H.C. FITTING ROOMS)�0� � ,A � t � � sA * ♦ 1 ♦� �♦//♦'► 3"-1 "THIS DOOR TO REMAIN UNLOCKED DURING 2 N G G - G - - v�0=4��-�0�.�,►♦ u,��' �;-!‘��!�� !��-`vim♦♦♦♦♦♦4►♦♦=T=♦=♦=i�/♦��♦ NOT USED RECESSED HALO S IG N SECTION1 5 " A46_05 BUSINESS HOURS c:::5,:.? /► • - 1 N G G - G - - I 0 :'t' `� t� i' ,�H 4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,� WARNING. ALARM WILL SOUND EMERGENC WOOD BLOCKING, HOLD BACK 1/411 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦ INTERNALLY ILLUMINATED NEON LED SIGN EXIT" 404 , FROM LONG FACE OF SIGN AS ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦ STORE HOURS DECAL 2 N 0 G - G - - I 04, ,, t SHOWN, PAINT TO MATCH CEILING '"" � ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦��♦♦ — ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦! ' ►IR�► ' !1�►; ♦♦�♦ LOGO DIMENSIONS ARE DETERMINED BY CAMERA ! ,, Z� ��OF CjVr'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��-�'�r s,..* / ��,►i,,�i1�♦,��, - READY ARTWORK I I VENDOR PROVIDED METAL BRACKET '► 1 I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I♦♦�`'+�:' �L',`♦+♦♦♦♦♦�♦�♦♦♦ TO BE PAINTED WHITE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �♦♦;��ws�,�♦��,�♦♦♦♦ PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦..♦1►��♦�+�*�♦V��♦�♦*♦♦♦♦ GROUND WIRING DIRECTLY FROM PANEL BOX). SEE . ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦�.�.�`�V�1 `�y1��♦�� t.'!��1♦♦♦ ELEC. DWG FOR LOCATION. INSTALLATION TO MEET 110IL'LUXM INAT ED MARKETING IMAGE I ARCHITECT INFO:N.E.C. CODE." ♦ �� _ �% Ai `�1� 7-2 2 Y 0 0 2,3 G - - �i�� i 4ilti4 � Mil 4 9'-2-1/2" A.F.F. ♦♦♦♦��1��1�!��1♦��♦�♦�♦�♦�♦�♦♦♦♦♦ " 1430 West Peachtree Street, N.W. GYP. BD. CEILING ♦♦♦♦��% �� ♦♦♦♦ y" " " suite 200 * ♦♦�♦`�,�_�_�_._r_�_v_-��_ ■ Nip. _ _P_._ _ _,■ _a vvy�_r_._�_._�_r_r_ ■ _�,r ,��♦♦ 1 -o ) '`� ♦♦♦4' ♦♦♦ ♦♦♦ ♦♦��♦�♦♦��♦�� ♦♦♦♦�♦�♦♦♦�►��♦ 1/2" THK. CLEAR PLEXIGLAS W/ SAND / Atlanta, GA 30309 ♦♦♦♦♦•►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I�♦♦♦♦♦♦♦♦♦♦♦♦•�♦♦•♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦••♦♦♦♦♦ / / _ t:404 601 4000 f: 404 601 3980 I BLASTED FINISH ON FACE & SIDES, \�4. \\\\ \ , ♦ PUSH THRU ROUTED OUT LETTERS ,� 1/4" THK. ACRYLIC LETTERS, ♦♦�♦♦♦♦♦♦♦♦I♦♦♦♦♦♦♦��♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ►♦♦♦♦��♦��_��♦t��•�Ak%��4.0. ∎..∎-._AL�A�t'�♦♦//♦♦♦ L=LANDLORD G=GENERAL CONTRACTOR 0=OWNER ISSUE TYPE: PASS-THRU ELEVATIONS FOR \ �' _ _._ _---- _.__ 11♦♦,�♦♦ 1 ♦♦A♦♦ ,∎∎∎N-�1-♦ ��∎∎∎""`V ��7 ��IIvi �♦ ♦�� \ LL/PERMIT/BID 01 20 2009 `\ ♦♦ ♦� �� r♦♦♦♦��♦ ��♦�� ♦�/♦♦� '•: ; ' \ NOTE: SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX FOR ALL PO R ACTUAL VE \\ ,� ♦♦��♦♦ II♦♦♦� ♦♦♦♦♦♦♦�I♦♦ ♦�►♦♦♦♦� ♦ 1//I►♦♦��♦♦ /8" POWERED SIGNS. SET ♦♦�∎�♦� ♦♦♦♦ .1►♦♦♦♦♦♦�♦♦�1♦�♦♦♦♦1111♦♦ ♦ ♦/��♦♦ 1 8 THK. ALUM. PAN W/ PAINT FINISHED o SE ♦♦�♦♦111♦♦♦�► OAkik . ♦♦♦ ♦♦♦♦4k♦♦♦♦♦�♦♦1111►♦♦♦♦♦ / / \ \t P72 �. `� _ ��►� � _�i�� .�1_��i �1►�►� _�, `�� , _ KEY NOTES 1 �`, ♦♦�♦♦ II♦♦��1�►��I��►�� ♦/1�III♦♦ ♦♦ \ SCALE: NOTED ♦♦- 111♦♦�'♦♦� ♦♦♦♦♦♦♦ ♦� ♦♦♦♦♦♦♦∎4 111►♦♦�►-♦♦ ., ♦♦ , 1. AT LOCATIONS HAVING MULTIPLE CONCEPTS (G/K/B/I). ENTRANCE PORTAL TO RELIEVE BOTH CONCEPT SIGNAGE DRAWN BY RDF \ �� I Q, ,,, �1►I►�► 1 // � AT RECESSED HALO SIGNS IN ENTRY. �'\ ♦♦♦ ♦� ♦♦/ ♦t'V. 411 1111 111 !/''!1♦ ,I�aY∎11144 4ll L♦♦♦♦�/'�''►� ♦//♦♦♦ _ A&E JOB NO.: 20080538 �► 11 \ \ GAPKIDS BABYGAP LOCATIONS: BABYGAP SIGN ON LEFT SIDE OF PORTAL FROM EXTERIOR '�. ♦♦♦♦♦11►♦♦•♦♦�'•��►♦♦♦♦♦♦♦ ♦♦♦�♦♦♦♦ , ♦11111♦♦�♦♦ ♦♦♦ ►♦ '♦♦ ► .►��►r► ► ►��►� :��►��►��J� ♦♦ ♦1/♦♦♦ SHEET TITLE: 7'-8-1/2" A.F.F. ,, ♦ 4' 11►♦♦ _E:I:A:i_E►: _ _ : _.-�►_�_�_�_�_�:�:ENtii:ij_�►�_t►/•► _ \ � � � ♦ �♦♦ , _ �_ - I ♦♦�♦♦ LAMPS BY SIGN MNFR. .- ♦♦♦ ►♦� ♦♦�►��ww � ♦��♦/ ♦♦♦ 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE, DEUVERY, AND INSTALLATION WITH SUPPLIER. B.O. SIGN „\\\\\s\\\ ♦♦ 4'♦♦ I�♦♦'��♦��♦��♦♦♦♦�i►��♦♦♦�♦��,1 .C. ♦�♦��♦♦♦�I�♦♦ ♦♦♦♦♦ " SIGNAGE DETAILS " " ♦♦♦♦♦ ►♦♦♦ 1 ♦�'�♦♦∎∎��ve∎∎∎∎∎∎∎∎∎��♦∎417,4r ♦∎♦��`�♦♦♦�1�♦♦� ♦♦♦♦♦ 1/2 REVEAL 3. G.C. TO PROVIDE BLOCKING IN WALL OR CEIUNG AT ATTACHMENT 1'-6" 2 ♦♦♦ ►♦♦..♦♦' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦�.♦♦♦4I�♦��%% / /- ♦♦�♦♦ ∎ � ►♦♦w ♦♦♦♦♦♦♦♦♦♦♦♦w♦♦♦♦♦♦♦�♦♦♦ .♦♦�1 ♦♦♦��♦♦♦♦♦ METAL PORTAL NOTE: SEE SHOP DRAWINGS FOR ♦♦♦♦♦♦��♦r/,1�♦♦♦♦♦♦♦♦♦♦��►�J♦♦♦♦♦♦♦♦♦♦��♦,,j/��♦♦♦♦♦ HO�TE. FABRICATION & INSTALLATION DETAILS NOTE: 9 ♦♦♦♦♦♦♦♦`r♦∎∎►∎♦♦∎∎∎♦♦♦♦∎ ♦♦♦♦∎∎♦♦∎ ∎∎∎∎� �∎-",♦♦�♦♦ S I TO SUBMIT SHOP DRAMS TO FOR APPROVAL FOR CONCEPT TYPE, SEE ♦♦♦♦♦♦♦♦♦♦�6♦♦♦♦♦♦♦♦♦♦♦��♦�. . _ �� _ _ _ _ *��♦♦♦♦♦♦♦♦♦♦ PRIOR TO I4STAt. ION, ♦♦♦♦♦♦♦♦♦ � _ "``�►♦♦♦♦♦♦♦♦♦♦ SHEET NUMBER: !♦♦♦i♦i♦♦♦i♦i♦♦i♦i♦i♦i♦♦♦� �:♦♦♦i♦i♦:♦�� :♦:♦s�♦♦�*�♦:♦:�i♦�� -- ' �I tt',�►'/�S �'-��'�' � ��'='/ ��'��• �, ♦ , 1 1/2 -1-0 NO SCALE PASS THRU SIGN 10 1 1'f��► '4,1 I ,_,/ ,,,a�,�,��,, • � r/ ,i,i�,_r_F_,�_ _�_��i��♦♦ PORTAL HALO SIGN 4 SIGNAGE/AWNING/CANOPY MATRIX 1 A46_10 4.--•-*1x/1111►1+ J� /.-_ - l � .�• ► r • +I.r♦r�wvr * 4.-04�♦�♦♦� ♦♦�*��4 4► • A46_04 1' A46_01 A REMOTE ALARM AND TRAFFIC FULL GUT REMODEL CLG. MOUNTED EXIT SIGN COUNTER BEYOND ENTRY DOORS SHOWN IN OPEN 0 POSITION • P435 METAL FLEX CONDUIT P435 P435 FOR P435 P435 P435 RAN IN MULLION POST ASSEMBLY PRIOR TO MULLION INSTALLATION, SEE ELECTRICAL 11'-0" A.F.F. EQ. EQ. Z I I B.O. GYP. of I _\= _______ _ _ __ _, _ _ EXIT _ _ _ _ _ _ _ ----- ---- - -- - - - - - - - = --=-= =-=.- - - H I H H H I I I ;' \ / 1\ / E. — — — 7 r — — — 7 _, ] \ ,, , , , L._ E 1 A.F.F. clik EXIT \ \ '----1 \ / T \ / Tje i . EAS CONDUIT IV PENETRATION GAP INC. / ,:: 1 \\ ';',4'11I \ , \ / 1 I 1 \ , \ / I: _Li_ I. 0 MULLION POST i DISPLAY PLATFORM CORPORATE ARCHITECTURE 850 CHERRY AVENUE SAN BRUNO, CA 94066 APPLIED SIGNAGE ea-STAFF OPEN 4 OPEN !. ,1 --1 BEYOND. STORE NO.: 2805 "STAFF" SEE \ N / \ / \ i , ,. A4-6 < =e _ - • N —1 I __ ___L____EAN_JING _J 1*". / \r - -b, A L 1 SGTA0pR/EGNAApMEE:OwDA:HISNUGITI-cEN FSQUARE 06 _ \ / \ = i 1 .„t i T.O. PLATFORM Iv H I I I I I I I ; / .\\r .,....... 1 I STORE LOCATION: . 9 MIRROR MOUNTED 1\ LEANING EAS FIN SYSTEM 12 LEANING Fo°14:19°S"H"AFA.L.F.OFF:1----1111LFR* 9677 SW WASHINGTON SQUARE RD. TIGARD, OR TO END OF WALL, TYPICAL MIRROR. SEE: 9 SS PORTAL BASE MOUNTED TO MIRROR. SEE: 9 6-0. 819 A6-0.1 B19 97223-4452 A6-6 VERTICAL RAILS A6-6 M3 P52 GAP PROJ. I.D.: 0000044154 INTERIOR ELEVATION 1/4"=11-0" A51 4 INTERIOR ELEVATION 1/4=1-0" PROTOTYPE V9 DATE: A51 3 08/11 /08 OPENING Q1 /Q2 2009 REVISION #1 03/04/09 A FEATURE WALL Alak ENDCAP ENDCAP P435 A6-4 P435 P435 P52 TYP. P435 P52 TYP. P435 P435 P435 . 11'-E300"B.O.A.F.F.Gyp. 11 ) y BD. CLG. II 11 11 I 1 II 11 11 1 II 11 11 I II I II I T.O.F „„. „.„ ,,,,, ,,, ..„, ,,,,, .... .„ . H II H II I—— — — 7 9'-6 1/2"A.F. T , H H FEATURE WALL I I „„, .,„ ,,,,, ,,,,, ,•„, „„, ,,,,, ,,,,, II II I ,„„ .,„ _,... ,,,, .„,. „„. ,,,,, •. :., I II hA_ C-9 " A.F.F. 1, II T.O. PLATFORM ,„, ‘,„, , .„,.. -- ..,., ,,,' II II II II II I I II II II I I II II II I I II II II I (r—O" A.F.F. ...j I----- A I 1 —1 i lTINISH FLOOR 9 B19 9 \819 LEANING MIRROR MOUNTED 819 .6-0. P52 TYP. 6-0. TYP. P52 TO END OF WALL, TYPICAL 1W. P52 PROFESSIONAL STAMP: 4 .6-0. c :•. i '',) INTERIOR ELEVATION 1/4"=V-0" A51 2 4/11: e • A LT1> a le PENDANT " rFlAink PASS THRU SIGN FEATURE WALL OF sp SIGN, SEE A4-6 ENDCAP 1'6" X 1'6": 3 P435 P435 P435 P435 P435 P435 P52 TYP. P435 10 A6-4 P435 P435 P435 P435 A4-6 ARCHITECT INFO: 111-0" _A.F.F. 0 1... I !I\, /y i {li li , ,,N, / •N\.: \ ,,,\\ f v 4 L1-1 B.O. GYP. BD. CLG. OreenbergFarrow ' FIT / — 1430 West Peachtree Street, N.W. II I II I I II II II I II / II II II I I \ / — • 1 v 9'-6 iirA.F.F. Atlanta, GA 30309 t: 404 601 4000 f: 404 601 3980 11 \ / T.O. I \ / .... 411 \ / FEATURE WALL 1 I OPEN .6-0. \ / ISSUE TYPE: LL/PERMIT/BID 01/20/2009 I l I I / \ .... ..„. ... ,,, • - TO BODY OPEN SET ,,,, ,. ,, , H / \ SCALE: 1/4"=1'-on II / \ zz,-- /1 \ 1 1 O'-9 " A.F.F. da DRAWN BY: RDF „.. ,,, 11 \ 'II --- ,,,,, ,,,,,, i T.O. PLATFORM IV I \ A&E JOB NO.: 20080538 11 III 14 \i II I 1 1 II I I II II II I II , \ II II II I i A.F.F. SHEET TITLE: 9 LEANING MIRROR MOUNTED 1319 9 819 819 FINISH FLOOR -" / GAP INTERIOR ELEVATIONS TO END OF WALL, TYPICAL A6-0.1 P52 TYP. .6-0. TYP. P52 TYP. P52 SHEET NUMBER: A 5 ......, i INTERIOR ELEVATION 1/4"=11-0" A51 1 . FULL GUT REMODEL A ,,s,, ,,, ,,,, ILLUMINATED MARKETING WALL A6-0.1 P435 ,,..:.\\<\.\\\,::\,\...\\ :‘..\\\.,. r P435 P435 P435 P435 Q. 10'-0" EQ./ ,, --i'r \ ,.�,,,.,.,.,. ,,.,.,.,..:.......:::......,.,,.,,..,.,,,,.,.,..; / 1 , N Z ,./..,,.......,„,„„„s„,„„/„...,..„...,:„::,..::,,:::::::::,::::,::::,,:::i:::::::::::.::::::.:::::::,.„,,, I / r 1 NN " „..., .:::: I:\\ \\‘' s ' .,: N \ / GAP INC.N / a I CORPORATE ARCHITECTURE \ / 850 CHERRY AVENUE OPEN I OPEN M1.: SAN BRUNO, CA 94066 I / N ;:i::::::::.,:::::::::%11:"..:::::„.,.::::::::::,,..:.:::.:::.::::::„::„::::::.:2::::,„:„,3::.-::„:„,:,-32-1,:,:„.3::,w.,21 / ISTORE N O......,, , ,I / N ;iir ,... ‘..., .,.„,,,..,,,,,„,„,..„„,,„,,,,„,,,„..: , / \ 2805 1'_0” STORE NAME: WASHINGTON SQUARE / \ / / / \ „ I ' ' \\r l 1 `,I f STORE LOCATION: GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. CREDENZA TIGARD, OR B19 '• 97223-4452 P52 GAP PROJ. I.D.: 0000044154 1I4"-1'-a" 1/4"-1'-0" 1/4"-1'-0„ PROTOTYPE V9 DATE: NOT USED 7 NOT USED 6 INTERIOR ELEVATION 3 08/11 /08 A511 A511 A51 OPENING Q1 /Q2 2009 BID ADDENDUM A 1 /22/09 A P435 P435 P435 P435 11'-0" A.F.F. 11'-0 A.F.F. 0 B.O. GYP. 1 N / BD..CLG.N . /// I \\ \ /// BD. CLG. / \ / \ / � � I N\N - ( - 9'-3 1/2:2 A.F.F T.O. STANDARD � �-� _ T.O. STANDARD \ / \ / \ / ,..„. „„. ::: .,,,, OPEN OPEN OPEN // NN ' / \ / N I -111/ \ / \ . ..... ;;:: = .----- / N / \ / \ _ i '- " V �- LA V V J 1 I 0'-0" A.F.F. dk 0 0 A.F.F. 11 ` � � FINISH.,.... IV .I SH FLOOR B19 B19 619 B19 DEEP FEATURE COLUMN DEEP FEATURE WALL P52 P52 P52 P52 WALL g 9 A6-4 A6-4 PROFESSIONAL STAMP: s, 1/4"=V-0" 1 1 4"=1'-0" , „'llti . INTERIOR ELEVATION 5 INTERIOR ELEVATION 11 2 ,_$A A511 A5 -, 1 2 - ', Gft 4'47 117 0 F cS*:-'-:' . 7 2' ' P435 P435 P435 P435 P435 P435 P435 ARCHITECT INFO: 11'-0" A.F.F. 0 GreenbergFarrow , \ GYP. \ // , \ Z- , \ / , \ / , N // , 1430 West Peachtree Street, N.W. _ BD. CLG. Suite 200 1 \ / i u I N / r i f i I \ / _ 19i-3 1 2"A.F.F\ \ / ,[ Atlanta,404 601 4000 30f: 404 601 3980 T.O. STANDARD Y \ / N /' ... \ / I ISSUE TYPE: \ / N / LL PERMIT BID 01/20/2009 \ / \ / / / OPEN OPEN OPEN OPEN OPEN SET / \ / N / \ \ .:::. / SCALE: 1/4"=1'-0" / \ / \ / \ DRAWN BY: RDF / \ // A&E JOB NO.: 20080538/ N ,,,,,, ::: ,-.::. ------ / \ \ / \ /\ �� I 1 \t I SHEET TILE:i Ixr \I I V N' i V L/ \I 0'-0" A.F.F.A—:/ l � - GAP INTERIOR ELEVATIONS FINISH FLOOR B19 t B19 B19 B19 B19 B19 B19 LEANING LEANING DEEP FEATURE COLUMN DEEP FEATURE P52 MIRROR P52 MIRROR P52 WALL P52 P52 P52 P52 WALL 9 9 A6-4 A6-4 SHEET NUMBER: A 5 ..... 1 . 1 1,4"=1'-0" ''4"= -0„ 4 INTERIOR E L EVAT I O N 1 ELEVATION A511 1 FULL GUT REMODEL ENTRY DOORS METAL FLEX CONDUIT SHOWN IN OPEN FOR EAS SHALL BE POSITION RAN IN P ASSEMBLMY ULLION PRIOR TOT CLG. MOUNTED EXIT SIGN P435 . MULLION INSTALLATION, REMOTE ALARM AND TRAFFIC SEE ELECTRICAL COUNTER BEYOND : I 11'—C.A.F.F. _ B.O. CEILING " N: \ ; \ / i , 1 \ .............. .. ........... t = GAP INC. 1 OPEN 4'-6" A.F.F. CORPORATE ARCHITECTURE 850 CHERRY AVENUE _ _ EAS PENETRATIO CONDUIT N, / \ F'== SAN BRUNO, CA 94066 � `= \,--:,, 0 MULLION P STORE NO.:-_ 9" A.F.F. 2 8 a 5 1 L` I .F.F.' \ — I T.O. TI1F 1 0'—O 4 STORE NAME: WASHINGTON SQUARE _ FINISH FLOOR STORE LOCATION: GAP/GAP BODY, SUITE F06 B19 TYP. EAS FIN SYSTEM SS PORTAL BASE 9677 SW WASHINGTON SQUARE RD. P52 • MOUNTED TO M3 VERTICAL RAILS TIGARD, OR 97223-4452 GAP PROJ. 1.0.: 0000044154 PROTOTYPE V9 DATE: NOT USED ''4"-�-°" A54 9 NOT USED 1/4'4-0" A54 6 INTERIOR E 1/41O A54 3 08/11 /08 OPENING Q1 /Q2 2009 REVISION #1 03/04/09 A BODY FOUNDATION ENDCAP. FEATURE WALL TYP. „ CABINETS P52 P435 P435 P52 P435 P435 P435 13—3 A.F.F. V.I.F.S TYP. 1W. AI B.O. (E) MALL A6-4 BULKHEAD All i 11" A.F.F. V.I.F. 4 _ B.O. CEILING/ , \/\ A // /\\\/ .� \ / \ / \ / \ ■ II II II I II II ii i 10'-6" A.F.F. 4, _ 1 1 � 1 T.O. DISPLAY WINDOW 1 1 1 ! 9-1/2" A.F.F. AL i II ii ii I I ii ii I \ T.O. SILL I ' 1 �� 1 t 0'�" A.F.F. oc FINISH FLOOR 1 I I 9 819 TYP. 6-0. P52 PROFESSIONAL STAMP: N : ', ',,-, �, �, 2 ,F ,a: INTERIOR ELEVATION A54 ;. . 4 , P 4° " E A `:.- e-\ /7 u1 ENDCAP. r-6" X r-6" BODY FOUNDATION 12' OF CS° 1 FEATURE WALL P52 P52 PASS THRU SIGN: P435 P52 CABINETS P435 P435 P435 TYP. 10 TYP. 6 3 A4-6 ,6-6. A6-4 11'-0" A.F.F. 111 B.O. GYP. 4 1 \ ARCHITECT INFO: BD. CLG. \`` /\ / ' \ \ // \ \\ // ' \ \\ S9'-6 1/2"A.F.F. I 1 T \ / y I / 1430 est Peachtree Street, N.W. T.O. \ / Suite 200 FEATURE WALL 7 ( Atlanta, GA 30309 —� t: 404 601 4000 f: 404 601 3980 •6-0. OPEN / \ ISSUE TYPE: LL/PERMIT/BID 01/20/2009 0'-9 " A.F.F. \ SE T.O. PLATFORM [ SCALE: SEE DETAIL 1 II " " ' ' I ' ' DRAWN BY: RDF 0'-0" A.F.F. -----T-1 / \ �_ A&E JOB NO.: 20080538 FINISH FLOOR 1 SHEET TITLE: B19 B19 9 P52 TYP. P52 TYP. 6—o GAPBODY INTERIOR ELEVATIONS SHEET NUMBER: INTERIOR ELEVATION A54 1 A5 ..... 4 GUT. . F LL REMODEL 1 U P435 P435 P435 \,\ \s.\\ EQ. 10'-0" EQ. , I 11'-Q A.F.F. 8.0. CEILING r,...\,„ 1 •6-0. 1 / N. OPEN GAP INC. OPEN TORE ARCHITE CORPORATE C 850 CHERRY / \ AVENUE o\ CA 6 :�: SAN BRUNO, C 940 6 SA / — 1. O" / \ STORE NO.. 2805 .... ,„„.... vir: / 1/ \I.„ f --1 STORE NAME: WASHINGTON SQUARE O'-Q A•F•F• A FINISH FLOOR STORE LOCATION: GAP/GAP BODY, SUITE F06 B19 TTYP CREDENZA 9 9677 SW WASHINGTON SQUARE RD. P52 ILLUMINATED A6-0. TIGARD, OR MARKETING WALL 97223-4452 6 6-0.1 GAP PROJ. I.D.: 0000044154 1/4 1'-0° 1/4°=1'-°„ PROTOTYPE V9 DATE: NOT USED 12 NOT USED INTERIOR ELEVATION 3 08/11 /08 A541 A541 A541 OPENING Q1 /Q2 2009 P435 P435 P435 11'-Q 7 \ B.O. CEILING T V I I I • \ / \ / \ \ \ / \ / OPEN OPEN / \ / \ / \ / \ = F.� / \E 1 T.O. TRIM —4- 1 ( l/ o'-Qp A FINISH FLOOR Y B19 ..YP. 9 P52 '6-0. PROFESSIONAL STAMP: z INTERIOR ELEVATION 8 NOT USED 2 A541 A541 r �V ` • . = 9 •, �: - y1 9„., „ APPLIED SIGNAGE ' 6 ',FIT. SEE P52 6 ink P435 P435 -_ •6-6. A4-6 6-6. ARCHITECT INFO: 11'Q 11'Q , ,T /\ /\ 8.0. CEILING - , / B.O. CEILING OreenbergFarrow \ \ FIT I r I I \ / —1°- 1430 West Peachtree Street, N.W. 8'- 1 A.F.F• /'� Suite 200 B.O. OPENING - Atlanta, GA 30309 / t: 404 601 4000 f:404 601 3980 \ / ( 6_0 OPEN ISSUE TYPE: LL/PERMIT/BID 01/20/2009 OPEN (..... .. - ;, SET / \ / - SCALE: SEE DETAIL �..... ...._ / , \ _ " F.� DRAWN BY: RDF / \ I . T.O. TRIM A&E JOB NO.: 20080538 0'-�A , I I/ �. I I 0'-� A F I FLOOR Y T FINISH FLOOR `r SHEET TITLE: FINISH FLO 11' GAPBODY INTERIOR ELEVATIONS 819 Tr. cI P52 0. SHEET NUMBER: INTERIOR E L E VAT I O N 1/4" ou A 5 .. 4 . 1 A541 7 INTERIOR ELEVATION ,,4".11-0" A541 1 , FULL GUT REMODEL APPLY MARKETING GRAPHICS APPLY MARKETING GRAPHICS �\,' 4 P439 FILM OVER P439, TYPICAL P439 FILM OVER P439, TYPICAL P439 APPLY MARKETING GRAPHICS P 39 39 P439 FILM OVER P439, TYPICAL P52 P52 P52 P52 ...\\\\\\\ TYP. TYP. TYP. TYP. 11'-0" A.F.F. 11'-0" A.F.F. 11'-0" A.F.F. clk _ _ — B.O. GYP. BD. CLG. B.O. GYP. BD. CLG. B.O. GYP. BD. CLG. — — — \ / / AT FITTING RM AREA I � AT FITTING RM AREA � � � , AT FITTING RM AREA , �- " � �� \N: I 1\ / I I 1 V-6" A.F \ / 9'-6" A.F 9 6 AIL B.O. DOOR FRAME B.O. DOOR FRAME ti B.O. DOOR FRAME .� . OPEN OPEN OPEN �� HANDICAP SIGNAGE, / / THREE-WAY SEE DOOR SCHEDULE \ AND TYPE. 1 �� MIRROR, SEE GAP INC. \/0 CORPORATE ARCHITECTURE ` I 8 ,850 CHERRY AVENUE 6-3. SAN BRUNO CA 94066 e= 4 < ..€, / \ , I I ‘ STORE NO.: 2805 ' — \ STORE NAME: WASHINGTON SQUARE 1 1 i / I \r Q I I 0'-O" A.F.F. �1 j 0'-0" A.F.F. 0'-0" A.F.F. .... .—..> FINISH 0 FINISH FLOOR FINISH FLOOR FINI H FL ♦ ♦ STORE LOCATION. AI B19 ON BASE, 819 ON BASE, B19 ON BASE, 3-WAY MIRROR GAP/GAP BODY, SUITE F06 P52 P52 9677 SW WASHINGTON SQUARE RD. (A69O1- A6-3 P52 TYP. A6-3 TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044154 1/4"_�,0„ i�4„_�'0” 1/4„_�'°” PROTOTYPE V9 DATE: INTERIOR ELEVATION 7 INTERIOR ELEVATION 6 INTERIOR ELEVATION 3 08/11 /08 A542 A542 A542 OPENING Q1 /Q2 2009 APPLY MARKETING GRAPHICS A FILM OVER P439, TYPICAL APPLY MARKETING GRAPHICS FILM OVER P439, TYPICAL P52 P52 P439 P439 P439 P439 P439 P439 P52 P52 P439 P439 TYP. TYP. , 11'-0" A.F.F. 11'-0" A.F.F. - - - B.O. GYP. BD. CLG. B.O. GYP. BD. CLG. /^ MON.1 AT FITTING RN AREA \ AT FITTING RM AREA N 7 \ / / \ / / B.O. DOOR FRAME B.O. DOOR FRAME Y OPEN OPEN OPEN OPEN OPEN / ) ! / > T / > T / > T ■ \ I / A 1 T , , \ / \ / OPEN OPEN APPUED SIGNAGE -STAFF "STAFF" SEE: HA N ROD / \ 6 AL VE � •=e, < •=e < ..0 < .43 A4-6 c*- < .4i) / \ / \ '-0" A.F.F. / \ /'o I �1 ♦ ♦ FINISH FLOOR , FINISH FLOOR 0 B19 ON BASE, B19 ON BASE, 9 P52 TYP. 9 P52 TYP.Allek'6-0. A6-3 .6-0. TYP. TYP. PROFESSIONAL STAMP: INTERIOR ELEVATION 1/4"=1'-0" 5 A542 INTERIOR ELEVATION 1 8542 2 }F, %w -,,,,,,, -- o {.0 C NUPEH (a:1 464$ e pp k, ('',IA (`'a'4 1 I 9 g ti 4-.APPLY MARKETING GRAPHICS 4 C.. \ ) APPLY MARKETING GRAPHICS FILM OVER P439, TYPICAL FILM OVER P439, TYPICAL HANDICAP SIGNAGE, P439 P439 P439 ARCHITECT INFO: SEE DOOR SCHEDULE AND TYPE. P439 � 11'-0" A.F.F. B.O. GYP. BD. CLG. " � GreenbergFarrow 11 -0 A.F.F. / AT FITTING RM AREA B.O. GYP.—BD-.. YP. BD. CLG. 1430 West Peachtree Street, N.W. \ AT FITTING RM AREA Suite 200 EXIT Atlanta, GA 30309 \ / 1 ' , t: 404 601 4000 f:404 601 3980 7 \ / N T ISSUE TYPE: / v \ \ / OPEN STF —. APPUED SIGNAGE LL/PERMIT/BID 01/20/2009 — OPEN / \ "STAFF" SEE: 6 SET \ SCALE: SEE DETAIL / \ (a- A4-6 < -€) � • • • . . • DRAWN BY: RDF c \ / \\t / A&E JOB NO.: 20080538 \ Y ✓ .. s 0'-0" A.F.F. i FINISH FLOOR $ SHEET TITLE. \ ;� (/ o'—o" A.F.F. GAPBODY INTERIOR ELEVATIONS r- � FINISH FLOOR 0 B19 ON BASE, TYP B19 ON BASE, 9 P52 . 6-0. 9 P52 �� TYP. 6-0. = TYP. SHEET NUMBER: A 5 ....... 4 • 2 14"_'1-0ii ELEVATION ''4"-'1 -°" 4 INTERIOR 1 INTERIOR ELEVATION A542 FULL GUT REMODEL (E) STRUCTURE ABOVE a uCJ 0 -- A.F.F.A.F.F. 1/ B.O. (E) STRUCTURE, V.I.F. r 7 B.O. (E) STRUCTURE, V.I.F. CONT. SEALANT, TOP AND BOTTOM ATTACHMENT SCHEDULE 0 - A.F.F. / / 3-5/8N 20 GA. DIAGONAL BRACING OF PARTITION, BOTH SIDES. Z)'/ ' \<,/ B.O. (E) STRUCTURE, V.I.F. 20 GA. MIN. METAL TRACK, TOP MATERIAL OF BUILDING 2 FASTENE ;;RS 20 GA. METAL 'TRACK. SEE: 12B 1W.1 \-- 48" 0.C. MAX. SEE STRUCT. AND DRAVANGS FOR Tl'P. ATTACHMENT + BOTTOM; ANCHOR TO ADJACENT CKFETE SLAB 2 HILTI DN37P8 DRIVE PINS _ 1--:4'1-i 1 (F.D STRUCTURE/SLAB AT 24 O.C. MAX. IkTAL DECK 2 *2-14 X r HWN TRAM/2 t 20 GA. MIN. METAL TRACK, TOP AND BOTTOM; AND 12" FROM EACH END. SEE: NOTE: PROVIDE GYP. BD. TO ANCHOR TO ADJACENT STRUCTURE/SLAB AT 12A 128 1-3/4' X 3/16* DIA. TAPCONI IN s METAL DECK W/ COMTE UNDERSIDE OF OF STRUCTURE / ° 24" O.C. AX. AND 12" FROM EACH END. I Mr (2) KOS IN SU3-DRILLED HIES W DECK AT NON-RATED STOCKROOM . . DEFLECTION HEAD (WHERE OCCURS) \-s IvETAL DECK W/ LIGHTWEICHT FL 2 *12-14 X I. HWH TRAM/2 WALLS ADJACENT TO SALES / fr, VLIVOLITE, GYPSUvt) IN St13-011W3) HOLES FITTING FINISHED CEIUNG, WHERE OCCURS ft FINISHED CEIUNG, WHERE OCCURS jk.._ di SEE RCP fit, SEE RCP 61 SEE RCP IG-1 IV B.O. CEIUNG UNE BATT INSULATION, WHEN 11-1 B.O. CEILING UNE Ze ' 11 B.O. CEIUNG LINE I - . OCCURS. Il■ GAP INC. ATTACH. @ UNDERSIDE OF STRUCT. NO SCALE A60_12 12B FINISHED CEILING, WHERE OCCURS 4141161 GYP. BD. WALL SYSTEM. SEE 01 FOR SPECIFIC WALL 11.- , H. t A GYP. BD. WALL SYS-TEM. SEE: FOR SPECIFIC WALL 1 - -4---- CORPORATE ARCHITECTURE 8 -BATT INSULATION, WHEN REQUIREMENTS REQUIREMENTS 850 CHERRY AVENUE CONT. METAL BRIDGING SYSTEM, SEE: -. ---- ------ SAN BRUNO, CA 94066 .6-0. OCCURS. I rr- ATTACHMENT SCHEDULE • • , tar 77,L. STORE NO.: CCINISTRUCTIC+1 OF (E) NON-RATED GYP. BD. WALL SYSTEM. SEE: Ia.: 41111110" ANCHOR STUD TRACKS CONT. METAL BRIDGING SYSTEM, SEE Q8 1 CONT. METAL BRIDGING SYSTEM, SEE: 8 2805 FASTEOS AT DM ANGLE FASTIBOS AT BRACING 1 / . , ANCHOR STUD TRACKS TO FILLFEIN WALL FOR SPECIFIC WALL TO SLAB W/(2) .145 DIA. 111 dm■ Ar Barr INSULATION, 6-0. / SLAB W/(2) .145 DIA. 1-3/41' X 3/'161 DIA. TAPall ANCHORS REQUIREMENTS HILTI X-DNI POWER i.W rer WHEN OCCURS. 10' STORE NAME: WASHINGTON SQUARE BRICK AT 24" 0.C. TO ALIGN W/STUDS BRACING NOT fECIUIRED , ACTUATED FASTENERS 0 WALL BASE, AS SCHEDULED WALL BASE, AS SCHEDULED ...-4. ! HILTI X-DNI POWER CM SANE BRACING NOT COO ■■.4 32" 0.C. MAX. TYP. W ANCHOR STUD TRACKS TO ' Op. / ACTUATED FASTENERS ® 32 O.C. MAX. TYP. STORE LOCATION: DXRETE SANE BRACING NOT MIR WALL BASE, AS SCHEDULED I' ■IP' 40■ SLAB W/(2) .145 DIA. HILTI GAP/CAP BODY, SUITE F06 3-5/8' !EL. STID W/GYP. :1. *2-14 X 1-V4' TO EACH STUD 3" X 3" X 20 GA. CUP adk+01-0" A.F.F. I 0+C-0* A.F.F. I jai X-DNI POWER ACTUATED +0'-0" A.F.F. ' MGLE X 0'-311 ‘J FINISH FLOOR / FINISH FLOOR v r rA. FmAASxTENERS 0 32" O.C. FINISH FLOOR 9677 SW WASHINGTON SQUARE RD. 6' MTL. MD W/GYP. BD. SANE 2 *8-18 X 1/2' HWH TEKS/2 2. TIGARD, OR . X 2'-21. TO EACH WALL STU) 97223-4452 WOOD IN SLB-DRILLE) HOLES BRACE AM) TRACK VVB3S 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF STEEL TRUSSES. STEEL TRUSSES. STEEL TRUSSES. GAP PROJ. I.D.: 0000044154 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. pWP-12oviceo #1632. 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1200/ICBO #1632. 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1200/ICBO 11632. PROTOTYPE V9 DATE: ATTACHMENT © T.O. FURRED WALL NO SCALE 1 A60_12 12A NON-RATED PARTITION-GYP TO DECK 1 1/2" A60_09 9 FURRED PARTITION i 1/2"=1I-0" A60_06 6 1 -HR. RATED PARTITION _ 1 1/2"=1'-0" A60_03 3 08/11 /08 (E) STRUCTURE ABOVE aik -- A.F.F. EXISTING WALL TO REMAIN. PATCH OR FURR AS REQUIRED TO RECEIVE NEW OPENING Q1 /Q 2 2009 N 1[1110. (E) STRUCTURE, V.I.F. 1 FINISHES. / DOUBLE STUDS @ SIDES OF OPNGS. di -- A.F.F. ,7 V/ r /. 3-5/8" 20 GA. DIAGONAL BRACING, 48" O.C. MAX. SEE STRUCT. DRAWINGS FOR TYP. 7 J. NEW 1-HR RATED WALL = 3-5/8" 20-GA. METAL STUDS AT 24" 0.C. (OR COMPLY WITH MANUFACTURER RECOMMENDATIONS FOR SPANS AND LOADS) TO UNDERSIDE OF STRUCTURE 3 A6-0 REVISION # A ‘tJ B.O. (E) STRUCTURE, V.I.F. 11 ATTACHMENT + ABOVE WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" A.F.F., + PROVIDE DIAGONAL BRACING 0 4'-O" O.C. I - 20 GA. MIN. METAL TRACK, TOP AND BOTTOM; - 1 / I I METAL TRACK, TOP AND BOTTOM; ANCHOR TO ADJACENT ANCHOR TO ADJACENT STRUCTURE/SLAB AT 24" 12B STRUCTURE/SLAB, SEE STRUCTURAL DRAWINGS. SEE: 12B II II II II II NEW 2-HR RATED WALL = 3-5/8" 20-GA. METAL STUDS AT 24" O.C. (OR COMPLY WITH 4 \ \ LINE OF CEILING, WHERE O.C. MAX. AND 12" FROM EACH END. SEE w MANUFACTURER RECOMMENDATIONS FOR SPANS AND LOADS) TO UNDERSIDE OF STRUCTURE A6-0 1' Mr ABOVE WIN 5/8" 2 LAYERS TYPE 'X' GYP. BD. BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" I I OCCURS PROVIDE CONTINUOUS GYP. BD. TO DECK ABOVE ---L ,_ _ A.F.F., PROVIDE DIAGONAL BRACING 0 4'-0" O.C. II (AT STOCKROOM SIDE) AT PARTITIONS BETWEEN I II - BACKING ' I STOCKROOM AND SALES NEW NON-RATED PARTITION WALL = 3 5/8* 20-GA. METAL STUDS AT 24* O.C. MAX. WITH 7, 9 PLA1E FINISHED CEILING FAH- 5/8" TYPE 'X' GYP. BD. BOTH SIDES AS DETAILED (6" ABOVE FIN. CLG.). MAX UNBRACED ii DEFLECTION HEAD (WHERE OCCURS) , , uu A6-0 1 I ' HEIGHT 14'-0" A.F.F., PROVIDE DIAGONAL BRACING 0 4'-0" O.C. al SEE RCP - 0 SEE RCP - AT LOCATIONS SEPARATING STOCK FROM SALES/FITTING, PROVIDE GYP. BD. BOTH SIDES . - 1-) B.O. CEILING LI-N-E / , ' , : .. B.O. CEIUNG LINT UP TO UNDERSIDE OF STRUCTURE/DECK ABOVE. I STUDS MIN. PREVENT NLOTCSATTIOORNASGEO.PEN TO STOCK, PROVIDE WIRE MESH FROM TOP OF GYP BD. TO DECK TO SEE ADJACENT / FNOORN-sRpAETEciFiDcGYPWA.LBD. WALL SYSTEM. SEE: DIAGRAMS FINISHED CEILING, WHERE \IA REQUIREMENTS. 1.---....„......iL IIIIIIIIIIIIII NEW NON-RATED PARTIAL HEIGHT WALL 3 5/8" 20-GA. METAL STUDS AT 24" O.C. WITH DOUBLE STUDS @ SIDES OCCURS 16 GA. SCREW STUDS ikt I ' 5/8" TYPE 'X' GYP. BD. ON BON SIDES AND TOP TRACK OF OPNGS. WHERE BACKING NON-RATED GYP. BD. WALL SYSTEM. SEE: is.-- CONT. BRIDGING SYSTEM, INSTALLED VERTICALLY 1 1 :ri j: PLATES OCCUR FOR SPECIFIC WALL ANCHOR STUD AT 4'-6" O.C. MAX (OR AS REQ'D BY LOCAL r/ A NEW FURRED WALL = 3 5/8" 20-GA. METAL STUDS AT 24. O.C. WITH 5/8" TYPE 'X' GYP. REQUIREMENTS. SEE TRACKS TO SLAB JURISDICTIONS). SEE: 8 BD. ON ONE SIDE. MAX UNBRACED HEIGHT 14'-0" A.F.F. , 3/8" LONG i . FOR ATTACHMENT . W/(2) .145 DIA. A6-0 TO EXISTING WALL HILTI X-DNI POWER '6-0. 1 16 2 ACTUATED SALES , TYP. ALL ■0 WALL BASE, AS SCHEDULED FASTENERS 0 32" ' DISPLAY , ".......---........1 NEW NON-RATED PARTITION WALL AT STOREFRONT DISPLAY = 2 1/2" 16-GA. METAL STUDS ---i AREA SIDE AT 16" 0.C. WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES AS DETAILED. MAX UNBRACED HEIGHT A6_0 FLANGES OF I A f • +01-0" A.F.F. , J, 2 O.C. MAX. TYP. Ag40 VARIES BY BRAND 14'-On A.F.F., PROVIDE DIAGONAL BRACING 0 4'-0" 0.C. SEE STRUCTURAL BACKING PLATE .kd I .v FINISH FLOOR - '/ 1 12 TO STUD . SHIM WALL FACE AS NEEDED M 6-0.1 BACKING PLATE 6 X 1 1/4'' II I / FOR BASE AUGMENT 1" LONG 1/1 6 V TYP. CO 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL 16 GA. TRACK NOTCHED TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF gi PROFESSIONAL STAMP: WEB OF BACKING PLATE NOTE: SEE STRUCTURAL DRAWINGS FOR :.\, ' ' NEW EXTERIOR/INTERIOR STOREFRONT CONSTRUCTION, SEE STOREFRONT DETAILS AROUND AND WELDED TO STEEL TRUSSES. FRAMING REQUIREMENTS FOR THIS WALL °• TO STUD 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1200/1CB0 #1632. ......... Ay /dm NEW DOUBLE STUD WALL = 3 5/8" 20-GA. METAL STUDS AT 24" O.C. WIN 5/8" TYPE 'X' 8 STUDS A D BACKING PLATE TYPE 'B' DOUBLE-STUD PARTITION - 1 1/2"=l'-0" A60_08 8 DISP. PARTITION AT STOREFRONT 1 1/2" V- BRACING 0" A60_05 5 GYP. BD. ON BOTH SIDES. MAX UNBRACED HEIGHT 14'-0" A.F.F., PROVIDE DIAGONAL NEW PLUMBING WALL = 6" 20-GA. METAL STUDS AT 24" O.C. WITH 5/8" WATER RESISTANT L T (=,..5 ,N,to ,i'is DOUBLE STUDS CO SIDES (E) STRUCTURE ABOVE *1'A i■ iiiitilk - - - - - - - - _ . . . . . GYP. BD. AT RESTROOM SIDE AND 5/8" TYPE 'X' GYP. BD. AT NON-RESTROOM SIDE. t=4 pi . TYP. 20 GA. OF OPNGS. ‘-5414744V-174`"iiirrirfr - - - - - -4111iiir '40-10 - - - 4., . MIN. SCREW 7 .04. ' - , ,.. ' 6 :• ' 6 ,4111.4616. 41416 ' 1,10:.■ir-fyi,.1 O■ Egif:Tig*:;;;:;:l.Ii BARRICADE 4 ifit of STUDS A -- A.F.F. /.7 1/ / AT ALL WALLS OPEN TO 4' "44t1;41#ftt'ot44' -■-■-■-■-■-■-■ ' . , 410 ilk,* 1■4 , vti B.O. (E) STRUCTURE, V.I.F. mr A1-0 i / h . 20 GA. MIN. METAL TRACK, TOP AND BOTTOM; + I STOCK AREA: HEX-WIRE ,. . 0 r . ,, 4till,■ . , r.0- 4... .. 4:411ir 11110 441 .4- ' • -4 -4 ' ' . ' 4 '-1104r 411-1 1,0 BACKING PLATE 6" X 1 MESH (SHOWN DASHED). :IP 14'.7 44.**: ' . it. 'b; ' et`,. 0 V'tit 11IP till° 111 NEW FEATURE WALL = 2 1/2" 16-GA. METAL STUDS AT 16* 0.C. WITH 5/8" 'TYPE 'X' GYP. 1, 2 1/4" 16 GA. TRACK fri . ANCHOR TO ADJACENT STRUCTURE/SLAB AT 24" 12B 0.C. MAX. AND 12" FROM EACH END. SEE lir ATTACH TO STUDS W/ SHT. ' ....1LA■ 4'1440 ito? 111 ''' '"irAllo,ii 1,■:0 BD. ON ONE SIDE. SURFACE SUSPENDED FROM BACKING WALL. WALL DOES NOT ATTACH TO FLOOR, PERPENDICULAR WALLS, OR CEILING. COORDINATE BACKING WALL FRAMING TO A6-4 ARCHITECT INFO: NOTCHED AROUND STUDS , MTL. SCREWS 0 24"0.C, ... ..., .... '"11C., 11,141111114' 111? INSTALL BRACING AS NEEDED. SEE STRUCTURAL FOR FRAMING AND BRACING REQUIREMENTS. \\4/ 1 I PROVIDE CONTINUOUS GYP. BD. TO DECK ABOVE AT STOCKROOM SIDE) AT PARTITIONS BETWEEN ....-,° NON-ACCESSIBLE SIDE 7 ONLY. RUN MESH TO DECK 4. . P• I'',3., 1 4,. .4.•-; - - - - - - 40,,,,r. „Ai, ,110 41116 1111,'10°-' Jo.4■ NOTE. GreenbergFarrow III\' 1„ LONG 1/16 V TYP. CD STOCKROOM AND SALES DEFLECTION HEAD (WHERE OCCURS) /s, ABOVE. , .1:).-@:14o t; ,otto ,4>tt.,4034k.- , ilk. •4440 4 pli-i i■,4 0 Iliprittoirwl■;711/.4PrAi.ce,4LI A. A■ -■ --------------- 1: '„'14111:10,6 :4,4%404 AIIIIPI 014■ - - - ....., - - - ....,0114, Au. 1 MAX. FEIGHT ItPIESENTS MAXIMA IfICHT PERKED FCfl A STUD WALL WITHOUT USING DIAGONAL I3RACING. SE STRUCTURAL FM 111ACIIC REQUII13/ENTS FOR WALLS TAWER 'THAN MAX. I-EIGHT ALLOWA10E. 2) BATT INSULATIM USE: INBTALL BATT. IICULATICNI AT ALL OFFICE Att IEST14JOM WALLS W/ CLASS 1 RAW SPPEAD, U.O.N. 1430 West Peachtree Street, N.W. Suite 200 , 3- #8 F.H.S.H.S. , SEE RCP ' mummommempiammompuir "TO;g. ,,,■. 1-1-7--FR-K1-7-pka-ir.ifi-s -&-iiiia f---1-1F--" .01p, 4 in, 3) FOR BACKIM DETAIL FOR ALL WALL TYPES SEE: Atlanta, GA 30309 WEB OF BACKING PLATE t:404 601 4000 f: 404 601 3980 IV B.O. CEIUNG LINE s'.' ' 4H1 . 410.4r . ■ :: 10 - TO STUD ,ilo■ -+. ,411 . 7I141' 4.11N+741■44,7**-1-4-'6.- *II" 444:: , A.. ■ ■ 411-1(4, 1,,o■ VP ISSUE TYPE: BA CKING PLATE TYPE 'A' / 'W _.2.,.___07.__ a4"-tr4 4>t'16 4IP -r SAVA 4 4" 1/1" • irlr 4, - 4101' to, 4. _ ., 46.It .41. ■ twr ■ LL/PERMIT/BID 01/20/2009 . e' '4%4't-4. ' - ... ...4 SET NOTES: FINISHED CEIUNG, WHERE OCCURS BATT INSULATION, WHEN i •43' O'it Al i■ - -111-7-it.P4,11r. . 1. TYPE 'A' BACKING FOR MISC. ITEMS IE. SURFACE MTh. MIRRORS, OCCURS. 1lia.41 A_ 1610 SCALE: AS NOTED WASTE RECEPTACLES, TOWEL DISPERNSERS, ETC. MAXIMUM WEIGHT NON-RATED GYP. BD. WALL SYSTEM. SEE: 10.-' ' e!.41444,404rimh;., ,i1...00.144: 4044.: h, r Igilil,_■4414ie 41041. 4101.1.ruu, 1■,‘ DRAWN BY: BAB - 50 LBS. FOR SPECIFIC WALL ANCHOR STUD TRACKS 4 • *-.4`... ,Alt llt, qa 'to', A&E JOB NO.: 20080538 2. TYPE 'B' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP REQUIREMENTS : W ' TO SLAB W/(2) .145 Ail4'141"4":04-46... ; N .. .... .... ..,.... 4. .. ... ... ... IIPA- l'Uo■ -1,40. do., .4N, 1, -■ 1 .' P■ -41,- r 44, to TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, . DIA. HILTI X-DNI POWER ACTUATED FASTENERS 0 WS* - - - - - - - - 4t4, -41°0 * ' Iiii#4,40, At ilov-+ itt, 1,ik kvi lo.• ,or SHEET TITLE: ' ■ AIL .4. ..... 416. Abo. 411.. A. .■ Ab. Ak AI. 46 4 1 '"Ir 'I4' 41,4,@ ikirc-,,. /6;0: HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. WALL BASE, AS SCHEDULED ow-ls flPfr 32" O.C. MAX. TYP. '` ''' '" ' ''-to 4'. -• - - - - - '- - - - - ' ' 1100. Allk '11,444,P #4.- :* 1 1,..1 4,0,,, ,, . PARTITION DETAILS 3. MAXIMUM WEIGHT - 100 LBS./FT. 5W lip ,frvollk 0, p, 4.. SEE TYPICAL WALL FRAMING FOR GAUGE OF- STUDS. oi k +00•- * A.F.F. ,/// .... 1 , Ai lb.. _a: _ _ _ A. .... 4 ..._,._. _ . ._.,_sitliil, Afilial■-„_ riTrtilrep .... _ _..... VERIFY LENGTH, HOT., LOCATION OF BACKING PLATE, AND NUMBER "V FINI9-1 FLOOR 5. REQ'D. WITH ACCESSORY MANUFACTURERS. /, ■■ ■■1■■■■■ ■■ ■■ ■■■ ■■4111■■■■ USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL ir-1---AftierATAfertivaitTsctrirrirt-, lt-Armi74-7774757r7fii - --1, 6. ITEMS TO BACKING PLATE. TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF • 1164 $44"6444"Ster14P14-14ttet.Attliti "414 4 1-b.,... .- .4 , N 4■010 , ■ ,4 1 iti,i he ke, o, •4 , 1. '111>A„,..9, ■-4 ave. 4,4 4 1.■ ci • 1, • • "IL' SHEET NUMBER: STEEL TRUSSES. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. 2. 1-HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP-1200/ICBO #1632. • 411: 4111■40' .. . L . , . IL 414.1AitiittAati. . Aulktilt. 1 A 4■4.46.1i.,46i.416414.01.11■A.44.44i■:Aiial: /1160. 416..A1.AL A. ,r,A ' --v-wv- -- r-ims---r-q---- ---41r4tr'y 4 A 6 ....... r,i. 4- , . 4, ... , -,. .... MMW ;41"/ 104 Alk..adk A. ' WALL TYPES NO SCALE 1 _ BACKING DETAII_ NO SCALE A60_10 1 0 NOI\I-RATED PARTIT101•1 1 1/2"=V-0" A60_07 7 , ...Ft, ,...s. 'NH 44 A 444'4410411) •4fr rir■ ,a 4. ,, . DISPLAY PLATFORM FULL GUT REMODEL TILE AS SCHEDULED 1\4/ DISPLAY WALL, SEE WALL - FACE OF FINISHED SCHEDULE FOR ALL FRAMING WALL FACE FRAME HINGE \\\7) ASVN NEEDED TO OBTAIN BASE \5\ALIGNMENT "" " AT KIDS ND BABY ALUM. FLAT RETAINER 5 8 GYP. BOARD/ AT GAP AN 1 GAPBODY ILLUMINATED WALL TAPE AND MUD SMOOTH, TYP. ► -/ LIGHT BOX CONT. WHITE MATTE ASSEMBLY MOUNTED INSTALL PER \ SILICON SEALANT TO WALL MANUFACTURERS - ---- -- ------— �� INSTRUCTION PROVIDE 1/16" GROUT �?� ♦ \ Simii f \ BLOCKING AS REVD. . 1/8" CLEAR ANOD. ALUM. ` " :: �. ��ININ L.‘..\.DIVIDER STRIP �� L, 3/4" PLYWOOD www TRIM BASE AS SCHEDULED t II HARDWOOD BASE AS GAP INCSCHEDULED; ATTACH WITH COUNTERSUNK SELF TAPPING SCREWS, ° SAN BRUNO, CA 94066 z PLATFORM AT DISPLAY WALL SMOOTH o a FLUORESCENT LIGHT STORE NO.: DISPLAY PLATFORM 2805 11LE AS SCHEDULED ALIGN \\\ SCRIBE BASE TO Q `� FIXTURES 8" O.C. FLOOR v GRAPHIC STORE NAME: WASHINGTON SQUARE 1/16" GROUT FINISHED FLOOR STORE LOCATION: 1/8" CLEAR ANOD. ALUM. _ '; .- _:;-.�::- • : -;:;.:, - - -;. :=._- .�:: ; :=:/ KV= :..: .:: DIVIDER STRIP � \\„,' .�� : .::: ... :..:. ..::: .:.:.:: . GAP GAP BODY, SUITE F06 3/4" PLYWOOD �- \ \ 9677 SW WASHINGTON SQUARE RD. TIGARD, OR TRIM BASE AS SCHEDULED MTL STUD FRAMING 97223-4452 i, 1 , AS REQ'D V GAP PROJ. I.D.: 0000044154 PLATFORM AT EDGE HALF HALF 3„_,,o„ - PROTOTYPE V9 DATE: DISPLAY PLATFORM 12 TYPICAL WOOD BASE - GIK/BII 9 ILLUMINATED WALL LIGHT BOX SECTION A , b NOT USED 08/11 /08 AHA 04 60 .06 A601_12 _ OPENING Q1 /Q2 2009 REVISION # MTh. STUD FRAMING, TYP. SEE WALL LEGEND - SHEET A0.0 FOR SIZE, GAUGE & SPACING 1/2" 1-1/2" X 3" X 16 GA. CHANNEL CLIP �_ ANGLE 1/4" LESS THAN STUD WIDTH, S S TYP. - ATTACH AT EVERY STUD WITH (4) 5/8" #5-12 SCREWS OR 3/4" WELDS IN (3) PLACES I- "Z" REVEAL MOLDING W/ CHEMFILM PAINTABLE STORES IN SEISMIC ZONES 3 & 4 ONLY: FINISHRMZ-50-625 _ PROVIDE CUP ANGLE(S) + 5'-0" A.F.F. AT BY FRY REGLET, TYP. WALLS 10'-0" HIGH OR LESS, AND EVERY ft� ,.r " I,f }� 4 f-0 p AT WALLS GREATER THAN 10 f-0 p OR 4 AS REQUIRED BY LOCAL CODES. l MI Il 41111.° 1 TAPE AND MUD SMOOTH, TYP. -•-- 4 SEE WALL SCHEDULE FOR A 3/4" 16 GA. COLD-ROLLED ALL FRAMING REQUIREMENTS. CHANNEL - LOCATE AT 4'-0" O.C. PAINT AS SCHEDULED "'- HORIZONTALLY, OR AS REQUIRED BY LOCAL CODE. CORNER BEAD, TAPE, MUD AND SAND SMOOTH �-.► PROFESSIONAL STAMP: 4 HALF HALF �,~ 1 __VERTICAL REVEAL AT DISPLAY WALLS 11 TYPICAL BRIDGING DETAIL $ NOT USED - NOT USED w Ab01_1 l A601_08 f-x4 0( 1 p 1) p 1�p 1Y" 1Y" � � . VERIFY PLAN VERIFY PLAN °-T " f [J Li ii Li C1 _ U _ - V -•• TAPE AND MUD SMOOTH. PAINT AS A B • . SCHEDULED . : ARCHITECT INFO: '1 SEE PLAN FOR PP- SEE PLAN FOR ► c'` -�'`-c=" c""�-''' ...eft c='` -c-'" FOR WALL TYPE _ FOR WALL TYPE GreenbergFarrow �‘�� vu" 7 1 % i - - - 1 - ' ` 1430 West Peachtree Street, N.W. BALCO INC. ALUMINUM WALL COVER 6GW-1. MECHANICALLY MECHANICALLY ��r� '�;� �;� �0 '�0 II II �0 �0 r Suite 200 FIELD VERIFY EXPANSION JOINT SIZE PRIOR ATTACH CORNER I ATTACH CORNER '- ; 0 - - % / �, - .. - - ` /' - .. /. /, Atlanta, GA 30309 TO ORDER GUARD W/ SCREWS GUARD W/ SCREWS s �. 0 1 0 t: 404 601 4000 f: 404 601 3980 AT 2' O.C. (TWO AT 2' 0.C. (TWO i i SCREW MIN) TO . SCREW MIN) TO ISSUE TYPE: MATCH CORNER MATCH CORNER I ( I LL/PERMIT/BID 01/20/2009 GUARD FINISH (AT ,I - GUARD FINISH (AT INSTALL #10 X 1/2" SCREWS UNLESS OTHERWISE NOTED --se PERPENDICULAR SET GYP. BD. CORNERS, GYP. BD. CORNERS, THROUGH EACH STUD & ALUMINUM ON PLAN (2" AT BABYGAP " WALL CABINET WHERE _,,,�,,,,,,,+, TYP. WHERE 1 TYP. WHERE 1 y" I �" UPRIGHT, 2" FROM EACH END & ( 1 / SCALE: AS NOTED 2 WHEN ADJACENT TO CHAIR � � OCCURS NEEDED) --/ , NEEDED) A- 6"-8" O.C. TYP. RAIL) MIN. DRAWN BY: RDF 3'-11 3/4" O.C. DBL. TO DBL., TYP. U.O.N. 3'-11 5/8" O.C. DBL. TO SINGLE TYP. U.O.N. 3'-11 1/2" O.C. SINGLE TO SINGLE A&E JOB NO.: 20080538 (2'-11 3/4" WHERE DESIGNATED ON PLAN) 3 (2'-11 5/8" WHERE DESIGNATED ON PLAN) 3 (2'-11 1/2" WHERE DESIGNATED ON PLAN) 3 SHEET TITLE: REVISE PART NUMBER PER JOINT (1'-11 3/4" WHERE DESIGNATED ON PLAN) 2 (1'-11 3/4" WHERE DESIGNATED ON PLAN) 2 (1'-11 3/4" WHERE DESIGNATED ON PLAN) 2 PARTITION DETAILS WIDTH. CORNER GUARD AT SALES/FITTING AREA: DON-JO STEEL POWDER COATED WHITE CORNER GUARD, 1-1/2" X 1-1/2". BEGIN 1O'-0" LENGTH C OF DBL. RECESSED i0F DBL. RECESSED OF SINGLE RECESSED DIRECTLY ABOVE BASE STANDARD STANDARD STANDARD NOTE: 1. AT BABYGAP & GAPKIDS: BOTTOM OF STANDARDS AT 7" A.F.F. U.N.O. TO 8'-0" A.F.F TYP. CORNER GUARD AT BOH AT ALL CONCEPTS: 2. AT GAP & GAPBODY: BOTTOM OF STANDARDS AT 1'0" A.F.F. U.N.O. TO 9'-3 1/2" A.F.F. U.N.O. C/S GROUP ACROVYN VA-200 (FULL-HEIGHT) SELF-ADHESIVE VINYL CORNER GUARD, WHITE, 3. FOR FULL HEIGHT PARTITION WALL, SEE WALL TYPE LEGEND 1/A6-0. FOR ALL OTHER WALLS SEE SHEET NUMBER: 1-1/2" X 1-1/2" FROM 6" A.F.F. TO 12'-0" A.F.F. AT B.O.H. AREA. STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS. A 6 ...... 0 . 1 JOINT COVER - WALL/ CEILING HALF Ab01 10 10 CORNER GUARD 3 1_1-° A b0,_07 7 RECESSED STANDARDS Ab01_01 1 FULL GUT REMODEL fril r ••• " ' ' ' " ... ..' '''i!'. 1,141•211•21•11•144KSK-Tr"74.,, , , I♦♦♦♦♦♦♦i♦♦!♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦��. •;11 Akk ��b. AL a. ♦. ,_ ■ ♦��ArR�♦11i♦ii♦♦♦J♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•_••.••.•••••••�, ,',Mt'��4'W-♦♦♦♦4 5/8' GYP. BD. ON 3-5/8" '♦♦♦!!♦♦♦♦♦♦♦♦<, ..,• 1--__ __ •--s__�__-__- - N♦♦♦♦♦♦♦♦J♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦ ♦A♦!♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦4 MTL. 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LENGTH DETERMINED ,►, `� ♦♦♦♦♦ �� ,t�l �� ♦♦♦♦♦♦�r� ��,♦♦♦.,♦0♦♦0♦♦♦♦♦., )RYWALL THICKNESS BY (E} GRID DIMEN110N. �� ► 24 X24 GLASS FIBER ' ♦♦♦0♦ ►,,��. . 4„*�,,1►♦��►♦♦♦♦♦♦♦�. . ;/��♦�0♦♦♦�♦♦♦♦♦♦♦♦� PUSH-OUT ACCESS PANEL ►♦♦♦♦♦�,i►'l1►,i►'te •{s.4.�'''1�►♦♦♦♦♦♦�♦' �'♦,�:,i. � %'�♦♦♦♦♦♦♦♦♦� FOR 18" X 18" ACCESS PANEL, r ' 4040♦♦♦ - �'}'♦40_♦_��rr♦♦�♦♦♦ ♦/►� ♦ N±!!►' "!4" .� -c'' ■► „-ti. ♦♦♦♦ •' ' '♦ ∎∎♦♦♦ ♦♦ ■♦♦♦' ►♦♦U�'�►'U '�♦♦♦♦♦♦♦♦♦♦� SEE BELOW 4040♦♦♦r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ` ♦♦��♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 't'4040♦4040♦4040♦4040♦♦♦♦♦♦4 O O `\;\ ►4040♦♦♦ 4040 4040♦ ♦♦♦♦♦♦♦♦ ,11 4040♦♦♦. ,, : 0 0 0 D C 0 0 0 0 r ♦�♦♦♦ , �' , ' ♦♦♦♦♦♦♦♦♦♦ ► 4040♦♦♦♦♦ 4040♦♦♦♦♦♦1 ♦♦♦♦♦v' ' � !µ , ♦♦♦♦♦♦♦♦♦ 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ':1 1 ir ''''.- , -1440;#1;4040♦♦♦ t ► ► ♦♦♦♦♦♦♦♦♦ ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦t :: —Ni .\. \ ►♦♦♦♦♦♦♦��*♦�♦♦♦��♦�♦♦♦♦,;�; ♦♦♦' ♦�'�'1�►��♦�♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦4 I I ACOUSTIC TILE CEILING GAP INC. ♦�♦♦♦♦♦♦♦e��'i∎ -,11. '��a* -”- 11/♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦� 1 CORPORATE ARCHITECTURE ♦♦♦♦♦ . , • ,1 a - ♦♦♦♦4►♦♦♦♦�'1'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4 , .,... .��.. ,. CONSTRUCTION :.,:,. 7 850 CHERRY AVENUE ►4040♦♦♦ �► vr►�. P♦♦♦♦ 4'♦��♦♦♦', 1/♦40• ��♦♦♦♦♦♦♦♦♦♦� ,. �..:..-...:..,..,. ♦♦♦♦40� �i : "7'- ♦♦♦♦' ♦��♦♦�'�' '4'�s1'�`V'1♦♦♦♦�♦♦♦♦♦4 , " I CLEAR ALUMINUM CEILING SAN BRUNO, CA 94066 / ♦.0 4 I0y;�A i♦♦.��►�♦� ♦'1 I/♦♦�%;��?� ; 40♦♦♦♦.♦♦�♦ 4 2-0 ACCESS OPENING CLEAR ALUMINUM CEILING ♦� � �•�=��`�e 'r1♦♦♦♦♦♦■�♦♦♦0��'1 ♦�1��,��►�;�/'♦♦♦♦♦♦♦♦♦♦ / / FILL, TAPE AND DISPLAY TRACK 1♦♦ ►�40 '�♦.♦��♦∎►♦♦ ♦�4, I►. 0 t,11♦♦4040♦��♦♦♦� SHEET METAL DISPLAY TRACK 4040 �'♦♦♦�♦♦♦�♦♦40♦♦�♦♦� ♦��Vt•Ak`` �, �♦♦♦♦♦♦♦♦♦♦� SCREW TYP. 2'-6" ROUGH OPENING I-SAND SMOOTH STORE NO.: /4040♦ ♦.♦♦♦�♦ ♦♦/►♦�♦.♦ 1 ►t♦ 1 ..♦♦♦.♦..♦� ALIGN T.O. DISPLAY TRACK TO B.0 ACT. GC 2 8 0 5 �► AT JOINT BETWEEN GYP BD CEILING CONSTRUCTION 1 0♦♦■ �♦ �0♦♦00♦0♦�♦♦0♦ 0♦♦0♦♦00♦','1 ,♦ � (��' .'© ,♦♦♦♦♦♦♦.� TO PROVIDE ADDITIONAL ACCESSORY AS REVD. ♦.♦ ♦.♦♦♦♦�♦��l ►♦♦♦. ♦♦.♦.♦♦♦..`(�♦� i� � �..0♦♦♦.♦♦♦�♦♦�♦♦�♦, ACCESS PANEL FRAME AND STORE NAME: WASHINGTON SQUARE 4040♦!:►4040 •♦ �'f��►� ►©�►♦♦-��-♦�j♦i,♦♦♦j�`i��♦j��,�!j�►j♦j♦j♦j♦♦♦j♦j♦j♦♦♦j♦j♦j♦j FRAME, BY MFR. DRYWALL, TYP. GYP. BD. CEILING A.C.T. CEILING r , t�►0.► �i��►��.0�,♦♦�♦.�♦�♦��♦�♦♦♦�♦� STORE LOCATION: M4a*4i 1' 4 �� _� . NOTE►�♦♦400' ♦'�♦♦��♦ � �. '��♦♦♦♦♦♦♦♦♦♦♦4 : ♦�-r��♦40♦♦♦r♦♦♦��♦♦ ♦� ��♦♦♦♦��♦��♦♦�♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦�� 1 METAL STUD 1 METAL STUD 1. DO NOT DISCARD ANY DISPLAY ATTACHMENTS PROVIDED WITH TRACK. INSTALL ONTO RAIL FOR GAP/GAP BODY, SUITE F06 ■ ♦♦�+ �i�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�� ::+% � ��S♦♦♦♦♦♦♦♦♦♦♦� BLOCKING BLOCKING SAFEKEEPING ♦♦� 5, ♦��4040 ♦♦♦♦♦♦ �141��1�i� �•'•"•I�,♦♦♦♦♦♦♦♦♦♦♦♦ /4040 ,� ►.1♦` •• 4- ♦♦♦40c -01�� y1•N, . ,; s40♦ .♦♦♦♦ 4 ABOVE. ABOVE. 2. VERIFY THAT SCREW STOPS ARE IN PLACE AT EACH END OF TRACK. 9677 SW WASHINGTON SQUARE RD. •�1 lIIY(♦_♦♦0♦♦♦♦♦♦� �'S ""A•• ,.♦♦♦♦♦♦♦, 3. CONNECTIONS AT DISPLAY TRACK BUTT JOINTS MUST BE SUPPORTED BY BRACKETS. TIGARD OR ♦♦♦`♦♦' --- 41 �.3i1.1- ♦�?�' F i �♦ ♦♦♦t' rt �♦�♦♦♦♦♦♦♦♦♦♦♦�♦♦♦4 PUSH-OUT PANEL MANUFACTURED BY 4. AT LEAST 3 THREADS OF SCREWS MUST PENETRATE FULLY THROUGH THE STRUCTURAL STEEL ► ♦♦♦13V1'*♦♦♦♦0 ♦`'♦♦♦♦♦♦'� �►'4''�1' �i ♦♦♦♦♦t41 �' �► � t►♦♦♦♦♦♦♦♦� INTEX FORMS INC, (650) 654-7855 BLOCKING AT GYP. BD. CEILING INSTALLATIONS 97223—4452 ♦0♦`♦♦i♦0♦♦♦♦♦00♦0♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0♦.♦♦♦t O'44>• 0.�♦��♦♦�♦♦♦.♦♦0♦� GLASS FIBER ACCESS PANEL AP24, NOTE: THIS ACCESS PANEL NOT TO BE 5. HOLES IN DISPLAY TRACK SHOULD BE DRILLED DIRECTLY ALONG CENTER OF CEILING GRID AT ACT 00 ►0♦♦♦♦♦0♦♦0 0♦♦0♦♦0♦♦0♦♦♦00 0 0 0 0♦0♦♦♦♦♦� *12X12 ACCESS PANEL USE #AP12 USED IN FIRE-RATED LOCATIONS. INSTALATIONS. GAP PROJ. 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" ♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦,.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦��►' ►'(O4i .►� � t � �r►,►v,, �♦♦�♦♦♦♦♦♦♦♦♦♦0♦♦ 4 DETAIL BASED ON CADDY FASTENERS ♦♦♦��♦♦♦0�♦0♦♦��04►♦�0♦♦♦:��0%♦0♦0♦♦♦0♦0♦♦♦♦♦0♦♦♦0♦0♦♦♦0♦♦♦0♦�♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� MFG. . FOR MORE INFORMATION CONTACT ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦iii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦#4040 ♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'y♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦� ERICO PRODUCTS, INC. (216} 248-0100. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦t�♦♦♦♦♦♦.♦♦r♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦.♦♦♦�♦♦♦�♦ ♦♦ " ;..♦..��A i* /��_♦A A..4 �w.►.P►.. w♦♦♦♦♦♦♦♦♦♦♦♦♦, ' ♦♦♦♦♦♦♦♦♦♦♦4040:-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦404,0 ■♦♦`��` ,�,♦�r,�� ♦v♦(♦`•♦•♦_♦ ♦4`'♦,r��♦` , '♦♦�r`"�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0♦♦♦♦♦♦♦♦♦♦.�4eft''+-414-teleP1•;j►1`;� �►^'r►4'Z*a111A��♦ PROFESSIONAL STAMP:■ ►♦♦♦'� �40`r �� ' ♦♦♦♦♦♦♦♦♦♦�j �♦ '� ��'�0 . �♦♦♦♦♦♦♦♦♦♦♦♦� 6-1-0 4,-N'1 Iii.6 4∎11+4 .-4- ea� .0* 4• A.. 1►♦�I,♦ , •♦♦♦ � +�►0 - ' OT USED SUSPENDED ROD ASSEMBLY 5 '' ' " ' ‘11"1. 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METAL TRACK, ♦♦♦♦♦♦♦♦♦♦♦�♦♦'i�♦♦♦ ■ ��♦♦��♦♦1►i►'V 'V'�►♦♦♦♦♦♦♦♦♦ ARCHITECT INFO: /..40.40♦.♦♦..��♦.�.♦� / ,�40��40♦� w� ,i TO EXISTING BLACK IR WJ3-"1"11?1AAN)C(H3OR1/BOLTS• 4040 'i► , ►,a!� nc��! !�i♦i♦i♦i i�0♦♦��♦��♦♦�♦�,�� '�� I� `I►�► �1r�jr•;�� OR OTHER SUITABLE C LING ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦�♦,��0♦♦�. ♦♦��i�♦♦�� ^`'+ ►�M�/+1ivi ♦♦♦♦♦�♦♦� STRUCTURE. AT 4!"-On O.C. re e n e r a rro 4040♦♦♦♦40404040♦♦ ♦�� '► � �♦�►ir•�`4,1i��P 41_'40♦♦♦♦♦♦♦♦' SHEETROCK HOLE CUT BY CEILING " ► " ►♦♦4040♦♦ ♦0��♦�0♦�� i 1 0�� ♦�r�'r' ' '♦� ♦�♦♦04 1 1 2 CHANNEL AT 12-0 ON CENTER, 401404040404 .,� �♦♦♦♦♦��♦ , ��♦I�♦'1, ♦♦♦ ♦♦��♦�♦♦ CONTRACTOR AND LE FOR INSTALLATION NOTE:INSTALL CEILING WIRES PER 1430 West Peachtree Street, N.W. ►4040♦♦♦♦ �� ♦♦♦♦♦♦♦ 1 ♦ I♦ 4040♦ ♦40 I ♦♦♦♦♦♦♦♦� EACH DIRECTION FOR LATERAL BRACE ♦♦♦♦♦♦�'-�� ♦♦♦♦♦♦∎� ► ��♦��♦��♦40i► �.►��♦♦♦♦♦♦♦♦4 OF SUB-WOOFER. 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PROVIDED BY �t ►''":�,� �c'�L W` '��' '3 '��ems��♦�'e♦♦♦ee♦♦♦♦♦�♦�►e♦ire e,�e�e♦, ee♦♦' -� DOOR `''.��v is ,:40-*��'�� A,,, ♦�Ie�� ,r►St:►�♦♦4,4- 0 0,,4)��411►(.6/01'1,} ►41> TILE CONTRACTOR. -�►;�► ' *' ► t' `O♦� -• DOOR STOP BEYOND -� FRAME BEYOND CLEAR SEALANT It '��/1�''y�'�`� i4�4I/e�e4 ► ►e ►♦►e♦♦ ►fi'�►e► 'S''�e�''♦♦� ►♦♦O♦♦♦♦♦♦♦♦,1,,,.��►e�►♦�►♦♦♦v i�s,&'V'V ♦ 4040' BOTH SIDES ►�'�►�►''S♦44♦ee♦♦♦i►e�♦e ,� ♦ !►4 ,►4ee ��T e♦♦e�♦♦� �11I►♦1 el l►�ile'II,♦1t►♦eele�l►eA♦,e Ae; �Ae �A��il,► ,4I►e�A;l:!�i�►�i�,►-i�i-!!!�!ii�i�i-i- -!O-i�i -.-- FRAME BEYOND �� Q n ► �� n �� Q �� I �� ) /�1 I�'♦il, � �Irij�♦%♦♦�Ij•1. 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FLOORING - ........ .... -. .. 4444. .. r ..4444.. ., 4444 ...� 4444..: ,`. ► ♦ _ � ♦ _ � _ � _VI _ VI _ _ _ VI ♦ VI ♦ ♦ V ,< 4;444. .:. .:..� ,:.. .<-. - .�.>. ... .<,<. / ..<,<, .e.<.. ..<,.-.....<,.,.. _«.., u,•.•.. _<r�... _.�.<,r ..,_�.- r.-.:.....vtt-....<a,-<.,..._•-a.t,,,x.. a•-.-.t� .<t.>.�.. <�r -4� <_a' -.x dam;: 6,« ul� ... .. .:..- ..... :. .. .. .. ...44-44 .-. r_....4..nn..- :.3"-.-:»::�: a.....:.-.,-.:-.- e . .. , _ .. 444.4444 4444........... ._-. .. r :...x -.Y . .... . . .... ..._ 444_4 .. -. .�. _ .- .,. <'' r . -. ,..,F' .:•:.,' . ,,...._.,,•444-.,. / ..• �r n.. < ... .. . . . :.. ....r�,- 4:444 S _ „,,,:,,,,;4, r r , .n i , ...-.i :r T_.-4444 r._..-..e. .i-.i-. a.-4444!. 4444..t.� 4_44_ .s -i-.3.!.T.n.-. l '`''{': {t -.... .n..n.. .k..n... X,+l 4444 X .✓t A,.4441. X.>.•., w .. z. -. i .. +>s. v -_•_•_•_•_•_'_•_•'_�_•_•_•_•_'_ _._'_• .�_,_ ? 7. .- sT. ., s>.. s .. sf s s._....,s.....-- .:.Y.+t fix: �iX... X;is. r','�s •_•� _ _•_-_•_•_•_ - _• ,C l..YC .C. -N. -J -.,). .n-.Y.... .. .:n..:.:J.•n;.s.. � :.•n:._:. -;r� ..?. <Sr:- :te �:\e��<Y-•-� - •--fir. ,,.:�.�L - - d - •.'�, .X.� �� 'y:.. X.��>r -�rJ•,.�`r�?r 'P_�rd�•:�^AGw� - •:Y•'_�rl`:r�� . WHERE OCCURS r = -?-� • :.k: s�.`Y+' ..#; `�-i:: .. : :..� <<:#'• <.#; .a::�; rte. s'k:'3� �,r:k.--��:'``k°rAa k:'.'"''�=�`-s;'�5 .:a'*<.:-:. .,.a'.`-',. .. _..s.,-. -'..:fin. ., -4.444. _4444 --� .. 4:::444 .;�. �; 44:41,. X �. r.. ,.. �: �r�;-.�,..�...`:..-4444.'. ~►t�<�:�.�. �� lC:i :f: h.r. DOOR REDUCER STRIP ::-�`:=�='-- _ I .,�::.,�r...:� 4444:.. 4441:. r _:- I 414:4 . .r :..r.:., ..r.M, r.:�_::,r-. .r..,_ : r.....r:..,. r __:�.:.�..:�. .:�:..:�::.:�.....-.: �.._ _:444._r .. :a:,.<.::.:_::.. . .< .- COLOR• BLACK ��//////J�� ►•••••ay••••••••••••••••••••••••••••• -4.4 1 1/8” V.C.T. FLOORING \ a 4 . d d d dd Q e ♦ e s♦ee♦e♦ee♦♦♦♦o^♦eee�eeeei♦♦ee♦e♦♦eeee 4040♦♦♦e♦♦♦ee♦e♦e♦ee♦♦♦♦♦ee♦e� WHERE OCCURS _ ° a a a s d a ♦eee♦♦♦ee♦e`Aeee♦♦e♦♦e♦`'� ee O♦ee♦♦♦♦ee�O♦♦e eee♦♦♦♦♦'�e♦e♦e, (E) CONCRETE SLAB - - - _ d a °a d ,Oe♦♦♦♦♦♦♦♦♦♦V♦♦♦♦we♦♦�'��e♦e♦ee♦♦♦♦♦♦♦`♦♦♦' ;._.�� ♦e♦♦♦♦e♦♦e♦e♦♦♦e♦♦��♦♦♦♦♦♦♦e♦e♦e♦e♦♦♦♦♦��e♦��►♦♦♦♦♦♦e♦��♦e♦♦♦♦♦e♦♦♦e♦e♦ee♦e� " (E) ►eee♦♦♦♦♦eee♦♦♦ ♦♦♦ee�e4♦e4♦1��,►ee♦�♦ee�� , 0/ WI O CONCRETE SLAB ♦♦e♦♦♦♦eee♦♦♦♦e♦e e eee♦♦e♦e♦♦�♦e♦ee♦e♦eeeee.♦e♦cee♦e♦ee♦4 d., 4►e♦e4 �:,- CO �iei4ie4,ie♦♦♦♦i♦ie♦ei♦i♦iei♦e♦♦i♦i♦ie♦e♦e♦♦iei♦ieee♦e♦♦♦♦♦4♦e♦ei♦i4i'�ieie♦ei (E) CONCRETE SLAB CONCRETE UNDERLAYMENT / LEVELING ♦♦4.1 4eeeee44♦eV♦e♦e♦ee♦ems♦♦♦ee♦♦e♦♦e444♦ PATCH - SLOPE IN ALL DIRECTIONS AS �e4e♦�e♦4e4e4e4eree4ee♦ee♦i,��►4♦♦♦♦♦♦j►eeeeee♦♦♦rem►4♦4♦e♦♦♦4♦♦♦♦♦♦♦♦♦1!►e4♦♦♦444 FLOOR LEVELING REQUIRED TO PROVIDE SM0011-I 'TRANSITION .♦4♦4e♦4♦4e4w1e©4e♦44 e�►4 4 4♦4 �e4e♦4e4♦QO♦4040♦e♦♦♦4♦♦♦�♦4 4♦♦♦4 4 4e4e/ MAX SLOPE 1:50 - PROVIDE CEMENT BASED FINISHING e4♦e♦♦e♦e4♦e44 e e44 ♦4 4e♦♦♦♦44 4�►44♦4444 e4, UNDERLAYMENT AT EDGES AS REQ'D FOR .♦ee♦4e♦e4♦44♦eee4e4ee♦4♦e4e♦♦44♦4♦e44ee♦♦♦e♦♦44e4♦4♦eee♦♦44e♦444♦44e4444e4e4♦� PROFESSIONAL STAMP: FEATHER EDGE ♦♦4♦♦♦4♦4ee 44 e4 4 444444♦4 e44♦♦4♦♦♦4♦4♦ee . s = -o� 3"=11-0" - -a b -10 V#4-0### 0#4, � � 10######� 04i*!�!#4.4* • i d�!#4 F �s , CONCRETE / CARPET TRANSITION 11 WOOD / CONCRETE TRANSITION Ab2 08 $ TILE TO TILE ALL CONCEPTS 5 k■<`-ft! -..4.!,!�`•re4'104-, -4.0 �4".$A ..per �0♦41 -.i ♦♦41 _ ♦1 Ab2_11 _ Ab2 05 4,417 'C.,A...:17'ilik ,' CLEAR SEALANT SCHEDULED TILE " SALES AREAS RESTROOM �a. , , z1 g7 " 1/16 GROUT if,,,, - ,�; � CORRIDOR 1/8" CLEAR ANOD. ALUM. r,i STOCKROOM EXTERIOR DIVIDER STRIP. 1/8" CLEAR ANOD. ALUM. DOOR DIVIDER STRIP. SOLID 3/4" WOOD FLOORING 0/ SCHEDULED WOOD FLOOR ARCHITECT INFO: 1 3/4" PLYWOOD SUBFLOOR SEAL DOOR STOP BEYOND ALL PERIMETER EDGES AT TILE, GreenbergFarrow DOOR I I � SEE PLAN -• 1 DOOR STOP BEYOND FRAME BEYOND FOR FINISHES 1430 West Peachtree Street, N.W. I 1 'ULL BOARD WID11-I Atlan o /--- t GA 30309 1 ! �'■ 1 FRAME BEYOND 11LE ON CEMENTITIOUS LEVELING t: 404 601 4000 f: 404 601 3980 1 1 UNDERLAYMENT - SLOPE IN ALL ALIGN ALIGN If/ I, 1 DIREC11ONS AT 1/4" PER FOOT 1 MAX. I I ISSUE TYPE: 1 I �,r I' LL/PERMIT/BID 01/20/2009 1/8" V.C.T. FLOORING CORIAN THRESHOLD, FINISH: �� _I � SET BLACKBERRY ICE / , WHERE OCCURS �, i SCALE. AS NOTED 1 1 DOOR SWEEP " �A �� ' i �� s,� M►� �� =� DRAWN BY: BOB I /� v /� /S v �/ / // v i WOOD FLOORING 0/ 3/4 PLYWOOD � �- /- METAL THRESHOLD. 1 a c a d da d da Q a a Q ,' c d a da a ° a A&E JOB NO.: 20080538 I SEE DOOR SCHEDULE ° ° 1 �, d . Q a d d d a s a a d SHEET TITLE:A a d a a °a a d a d dd(E) CONCRETE SLAB y----= (E) CONCRETE SLAB (E) CONCRETE SLAB DOOR/FLOOR DETAILS '��- '� CONCRETE UNDERLAYMENT LEVELING PATCH - CONCRETE UNDERLAYMENT LEVELING c " c ° ° p d P ° p o ,c ? ° o SLOPE IN ALL DIRECTIONS AS REQUIRED TO PATCH - SLOPE IN ALL DIRECTIONS AS d A v Q d a j o ° d PROVIDE SMOOTH TRANSITION - PROVIDE CEMENT REQUIRED TO PROVIDE SMOOTH TRANSITION 4 a Q . o 4 4 . o BASED FINISHING UNDERLAYMENT AT EDGES AS - PROVIDE CEMENT BASED FINISHING ° , A A ,� A REQ'D FOR FEATHER EDGE UNDERLAYMENT AT EDGES AS REQ'D FOR FEATHER EDGE SHEET NUMBER: 3��= -°" TRANSITION 7 WOOD TO WOOD - ALL CONCEPTS 4 TILE TO WOOD - ALL CONCEPTS 1. . EXTERIOR CONCRETE TRANSITION 10 WOOD / TILE Ab2 07 A62 04 Ab2 Ol Ab2_10 _ _ FULL GUT REMODEL SALES STOCK U n ,\\\ . BASE BELOW AS SCHEDULED WALL CONSTRUCTION AS SCHEDULED, 5/8" GYP. BD. ON 3-5/8" METAL 1"..- 111.." FINISH AS SCHEDULED STUDS PROVIDE TYPE X AT WOOD BLOCKING & SHIM \\ RATED PARTITION LINE OF APPLIED BASE BELOW k INSIDE FITTING ROOM NN4 :. ' ._ " 1 X 4 WOOD TRIM BOTH SIDES �� WOOD BASE BELOW ), FINISH AS SCHEDULED 3-5/8" 20 GA. STRUCTURAL STUD 1110.. i GAP INC. - ANCHOR TOP AND BOTTOM OR DOUBLE 20 GA. STUD CORPORATE ARCHITECTURE r .� 850 CHERRY Z SAN BRUNO, CA AVENUE 94066 METAL FRAME KNOCK DOWN - \\�\ .r)• ,� STORE NO.: DRYWALL 16 GA. DOUBLE RABBET y 2805 WITH COMPRESSION ANCHORS )• TAPER STRIKE SIDE OF DOOR AS 1" X 5" FINGER-JOINTED PINE R NEEDED TO PROVIDE CLEAR SWING JAMB, FINISH AS SCHEDULED STORE NAME: WASHINGTON SQUARE M 1/2" X 1-3/8" DOOR STOP, STORE LOCATION: DOOR AS SCHEDULED 0.--____--- AI ALIGN W/ TOP AND BOTTOM OF -- A6-3 DOOR GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. TIGARD, OR 97223-4452 GAP PROJ. I.D.: 0000044154 PROTOTYPE V9 DATE: 3"=1'- 12 FITTING ROOM H - GAP " " 9 NOT USED - NOT USED o8/1 /08 Ak HEAD/JAMB K.D. FRAME, TYP. 1 A621 09 A621_l 2 _ A ■♦♦♦♦♦♦♦,.,♦♦♦♦♦��, ►♦♦♦♦♦♦♦♦♦,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦�♦�!►♦♦♦♦♦♦♦♦♦♦ *♦♦♦♦4 OPENING Q1 /Q2 2009 ►♦♦♦♦ '�`♦♦��„��♦♦♦� -y - ►��.ltri i . BID ADDENDUM A 1/22/09 WALL WIDTH CREDENZA /♦♦♦♦♦�� -��4,♦♦♦♦♦♦��✓--`►.ir�r'�'♦♦� / / (CONTINUE ♦♦♦♦♦�►��►•••��►-�-•- - -/r&d A ••�1�♦♦♦♦♦♦♦i�9174t•� ''' 4-►.�►♦♦♦♦, VARIES WOOD BELOW I♦♦♦♦♦ 4'�♦♦♦♦♦♦♦♦♦�♦��♦♦♦♦♦♦♦♦ , , ♦♦♦♦♦ ►♦ 'r-------== P52 P52 P435 P435 -� P435 P435 FULL GUT RE \AODEL 11'-0" A.F.F. B.O. GYP. BD. CEILING / \. IL II Mr OPEN OPEN \\IIIMMINIUM ■P439 0►- \ / T / \ ' . 10 ,� � , �. ' 8'-0" A.F.F. MIRROR , P52 - - \ / T.O. PARTIAL CENTERLINE OF ' -ar 5/8" GYP. BD. OVER MTh. OPEN �' HEIGHT WALL/ WALL HOOK. _ - - - - STUDS, FINISH AS _ FOR WALL HOOK , / T.O. MIRROR �\ l ;, :,,.-- SCHEDULED / \ ,� I I INSTALLATION / EQ. / EQ. / �-- I OP ONS SEE: P52 1"'V% :/ I I _.!%.- -,,/ 1 9 \ . * - 1 all■ A to_ - 1 /- \ - y \ 11, B.O. DOOR WADER ,p i / WALL BUMPER ( ° ' ' ' ' ' ' GAP INC. Z '�/ // //�/ // ,r / / / / , / ° _ / / / / / / 1/' /' /' /' ' CORPORATE ARCHITECTURE P52 MOUNTED TO WALL o o w / / w° TO ALIGN WITH DOOR ro ,/',////// // // I////// /// 850 CHERRY AVENUE ---� R RDWOOO CASING, PANT " HARDWARE. VERIFY ( o Y ° ///, /,/� /,//,/ / SAN BRUNO, CA 94066 0 I IN FIELD I N o a /'�k' /' P52 °0 °' I '�m °m •' ,' ,' ,' ,' ,/ '','' '' '' STORE NO.: 2805 - 1/2 x 3 1/2 I L_L —/ _/ �/�'1 �' L' L PAINT GRADE 1/2" x 3 1/2" STORE NAME: WASHINGTON SQUARE d \ TRIM \ PAINT GRADE `, STORE LOCATION: -� PANT STOP \ TRIM P52 �. '' " I N •• GAP/GAP BODY, SUITE F06 H- HINGE (TYP. OF 3) I I I �- -I N 9677 SW WASHINGTON SQUARE RD. J— 967 Q A �`'�- . I r \ APPLIED WOOD TIGARD, OR o OPEN BASE INSIDE 97223-4452 L ,....J L= .....1 \ -FITTING ROOMS O A B B19 P52 B19 P52 D GAP PROJ. I.D.: 0000044154 ��2„_�,_°„ PROTOTYPE V9 DATE: STANDARD FITTING ROOM ELEVATIONS 3 08/11 /08 ALIGN Ab3_03 _ P435 OPENING Q1 /Q2 2009 P435 T.O. DOOR ”' 1 3/4" x 1/4" #4 REVISION # k 6'-6" Al.F. ! A __ BRUSHED S.S. BAR. 9 ALIGN EDGES WITH BOTH '' '6-2. ' -..7 FACES TO OF DOOR. BRUSH il,' TO RUN PERPENDICULAR LENGTH OF DOOR. P439 MECHANICALLY ATTACH T 10 7 _ 6" O.C. 8'-0" A.F.F. FACE OF T.O. PARTIAL DOOR ONLY - HEIGHT WALL/ DOOR, SEE DOOR - 5'-2" T.O. MIRROR 0'-9" A.F.F. SCHEDULE / / LEFT EDGE OF B.O. DOOR/ _...0_...0 DOOR STOP / 1 -0" / HOOK STRIP. T.O. BASE ( FOR WALL HOOK I \ ►\ -T—T— INSTALLATION ,��, OPTIONS SEE: Ali ALIGN / / i' ,' / /'/ /' /' z //,',//,1//,'' ' '' '' '''' '' ''�'� 6-3.5 so p8 _ // / / / /',/ /' / ,' /' / ,/ /// >- / / / / ' // / / / // /zi—� CD / / // //'/ '/ '/ //'/ // / '/ N- 0Z /'//// / // //// //'//// //'//// A • • BASE AS SCHEDULED - ¢ ' /' '' ' '/'//' ''/' /' /' /' �, o / / , ' ' 1 FLOORING AS 1/ SCHEDULED BOBRICK B6806-42", I c3-�- c� I 1-1/2" OUTSIDE DIA., 8 GA. THICK. FINISH SLAB BENCH 3'-O" 6" 630 SATIN STAINLESS PL402 / / /- STEEL o c� i u SLAB BENCH hl II L 6 ink-3.5 PL402 a --. WOOD BASE AS °' SCHEDULED \ \ — \ _ AMR* APPLIED WOOD BASE INSIDE FITTING ROOMS B19 P52 PROFESSIONAL STAMP: B19 P52 HANDICAPPED ELEVATION L - 5 HANDICAPPED ELEVATION 2 ,,,,,,,,„. , ,1 II::,,,,, , SECTION FITTING ROOM DOOR G/l Ab3 11 11 NOT USED A63_05 A63_o2 +8-0 A.F.F. [� 11�_0" _ � :� - `Y B.O. GYP. BD. T.O. TOP TRACK � <4)11 �Awl FLUORESCENT LAMP °° ��;,-� 9 CEILING A6 ON EACH SIDE OF 2� FLUORESCENT LAMP AT MIRROR _ s ¢ 3 CONVENIENCE OUTLET, FLUORESCENT LAMP AT EACH SIDE. SEE III " SEE ELECTRICAL DRAWINGS EACH SIDE. SEE ' PROVIDE CORNER BEAD. TAPE g-6 _ ELECTRICAL DRAWINGS AND MUD SMOOTH 0 B.O. FITTING ROOM " ELECTRICAL DRAWINGS DOOR FRAME \ / 6" 3-0 1 \ // \ / / / APPLIED WOOD BASE A6-3.1 r BELOW- I ARCHITECT INFO:... ,..1,.. Agik 8-0 OPEN OPEN C M`'ROR 44"X 14" 0 T.O. PARTIAL HGT GreenbergFarrow NM MI NMI =II MI NM MIN MI WALL BEYOND / \ / \ 1� -• CHAIR RAIL ON WALLS �,.► 1430 West Peachtree Street, N.W.N T C PERPENDICULAR TO / 2 / MIRROR Suite 200 \ a Atlanta, GA 30309 / 5/8" \ P t: 404 601 4000 f: 404 601 3980 5/8 GYP. BD. METAL STUDS, / Ali \ D B FINISH AS SCHEDULED - 05-o \ O T ISSUE TYPE: 5'-0" _ _ ;; I 4, APPLIED WOOD BASE LL/PERMIT/BID 01/20/2009 C.L. ADA �` _\- _ _ x BELOW SET SIGNAGE 3" MAX I\ = SCALE: AS NOTED r _ \ / DRAWN BY: RDF e= \ =,€) I N i L _ I A&E JOB NO.: 20080538 - WOOD BASE AS SCHEDULED - SHEET TITLE: -� LINE OF PARTITION ----, 2'-10" 1'-10%" GAP FITTING ROOM DETAILS r/ d , v) / DASHED)(SHOWN SHOWN DASHED / / / PLAN Mk 5'-2" U.N.O. p . ' 1 / / ANCHOR STUD TRACKS 6-3.5 3 TO SLAB W/(2) .145 DIA. 11'-2w8" HILT1 X-DNIIPOWER OPEN / / t ACTUATED FASTENERS FINISH FLOOR r , - 0 32" O.C. MAX. TYP. HANDICAP TYPICAL FITTING WOOD BASE -` BASE, SHEET NUMBER: \ FITTING ROOM ROOM AS SCHEDULED Mr . .. A 6 ........ 3 LOW—WALL 1 - io ' 7 HANDICAPPED FITTING ROOM 1/2 4 STANDARD FITTING ROOM PLAN — 1 ° 1 AT FITTING ROOM — G/l FITTING ROOM DOORS — Ab3 °, Ab3 04 A63_O1 Ab3 10 _ _ ►♦�!►!►w1► ►�►��♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦��♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ FULL G REMODEL ♦ .144 # .lot*'►��' ��!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦� ♦♦♦♦♦♦♦♦ ►♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�. * .., . . ■♦ .►7,1I,� C,,4,� ,♦♦♦♦♦•♦��°:',_ _ _ ��'?'►� _ _ �.♦♦`<+.4r/, ♦♦♦♦♦♦♦♦♦ ::::::::::::'': ♦♦♦♦♦♦♦♦♦♦♦♦♦'�±�4�►h'T,�'1, - �•�'�`♦♦♦♦♦♦♦♦♦♦♦♦♦/ PLASTIC LAMINATE OVER (2) WALL TO WALL CLEAR DIMENSION - V.I.F. 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OF 6. FOR HORIZANTAL ■ ♦♦♦♦♦♦♦♦♦4��♦��iI�!�, ♦♦♦4'��%'�'♦`�♦�♦�♦��♦♦♦♦♦♦♦♦♦♦ FOR HORIZANTAL PLACEMENT SEE ♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦�1►1P�A♦♦♦�- 'I�M 4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ PLACEMENT SEE FITTING ROOM .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I 1��♦♦♦♦♦♦�1i�10 ! ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ FITTING ROOM ELEVATIONS ♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦��4�� ♦♦♦��♦l 11.1 �'��- — ��♦� ., ♦♦♦♦♦♦♦ 1'-6" 1'-'6 ARCHITECT INFO: ►♦♦♦♦♦♦♦♦♦ �I,'♦♦♦'► >:'.!ir♦♦ r` ` ,��'+��►��'`'i��i►��'?'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ELEVATIONS / / .......... 1N, ; ,..,.. .........�........... GreenbergFarrow•- : -:►♦♦♦♦♦♦♦♦♦� I ♦♦♦ ►< 1I► �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ o o ■♦♦♦♦♦♦•♦♦i161, 40 •:♦ilkii..2 i,. '-' '4441k$410 w�'♦ ♦♦♦ 1430 West Peachtree Street, N.W. ►♦♦♦1♦♦♦♦♦�■ ■ �' - - - ■ -♦♦♦ 440"4"4.0'44*' +' -.1- '�r♦�♦♦♦ Suite 200 q •► ♦��,A,-.S ♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦��,.� � 5 P,' � ,�i�'♦r►♦♦♦♦♦♦♦♦♦♦♦♦♦ o GA 30309 I.. , 40∎. 1(4♦♦♦♦♦♦♦♦♦♦♦♦♦t►'�'�,�;►� ' 11,.'' ',,. . ,,, J Atlanta, ►♦ 'o1►j�l�I►'i�i►�1A♦♦♦♦♦♦♦♦♦♦♦♦♦S, u' `��► 1'`� � �43 IV t: 404 601 4000 f: 404 601 3980 •♦•♦'♦♦♦•'1♦♦♦♦♦♦♦♦♦♦♦ ♦♦w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+♦�♦♦♦♦♦♦♦♦+♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ /�♦♦♦♦♦��«_5►- - ♦♦♦♦��♦♦',rQ�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦♦♦♦ C) z ISSUE TYPE. ►♦♦♦♦��A,.40 ♦�♦♦♦♦♦♦♦♦♦♦♦ ♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 0 a LL/PERMIT/BID 01/20/2009 ►♦ o: ♦♦♦♦♦♦♦, - '!'1'� ��,`,`,`'�J`-♦-♦-+-�1��'��'�-,�♦�♦♦♦♦ W I SET .♦. + - - --- - - - 'm'.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.,1,.♦♦♦♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦ a a SCALE: AS NOTED ♦� �♦♦♦♦♦♦♦♦ i■♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦�'♦♦� ♦♦ o m ♦�1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�1�♦♦♦1►♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦<�♦♦♦♦��►♦♦♦ i < DRAWN BY: RDF ♦��♦♦♦♦♦♦♦♦ ig■♦♦♦♦♦~♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦�►♦♦♦�.♦♦♦ �' < co A&E JOB NO.: 20080538 ►♦ 1►♦♦♦♦♦♦♦♦ ♦♦1►♦♦1►♦♦. ♦♦♦�♦�� ♦i►♦♦♦�, o- , - ".♦♦♦♦♦♦♦♦41►♦♦♦♦♦i∎-!'i♦♦�'•�•�•�•�•�•�•♦♦♦,,r♦,•�-!`��♦♦ SHEET TITLE: ►♦�1,►♦♦♦♦♦♦♦♦ '�►♦♦�►�`....:�►�►♦♦♦4►.h.♦.., ...ham ♦♦ :•.... ♦♦�►A ,Alh'♦•1 ♦♦♦♦♦♦♦♦� ♦♦{./♦♦�,��∎��-,�∎∎�„�� ►�♦�►♦ FITTING ROOM DETAILS ■♦�1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ,1, ♦♦♦♦♦,♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦1�♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦�►♦♦♦fit,,♦♦♦ ■♦�1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�1,►♦♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦t'►♦ ♦�1�♦♦♦♦��,♦♦♦j♦�� ►ii�'♦��►�♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦��♦♦♦�♦♦♦ ♦♦♦♦♦♦♦��►♦♦♦♦�♦♦♦♦ NOTE: ■ - - '4. - -.-��, - - - �♦♦♦♦♦♦♦♦`►.___==.�j��.�J♦♦O��%♦�:♦�:♦:�%t==�.r♦�♦♦♦♦♦ 1. INSTALL ONE OF THE TWO WALL HOOK OPTIONS SHOWN ABOVE DEPENDING ON ♦♦��♦♦♦♦'*,' , .7;♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`��♦A�,�n�,A♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ WALL HOOKS SUPPLIED BY VENDOR. ►♦♦j►w•�♦`♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'rv'v 'r r3 . ,#♦♦♦♦♦♦♦♦♦ 2. ORANGE HOOKSTRIPS TO BE INSTALLED IN GAPKIDS. ♦♦.�A 4.40, ,,-,4>w(/♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦i�`♦♦♦'�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ SHEET NUMBER: ♦♦ `►i i •'r`♦`♦v♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ NOT USED NOT USED ►v' . 0�4�s!��► ►��.1��-��<-4 t►:�?�►'►'��?U'so��i►�i♦i♦i♦i♦iv►� .,.. ..►-w-,1♦♦��♦ WALL HOOK OPTIONS A635_01 FULL GUT REMODEL . ii'—o* _ Alb lip—on _ `r A.F.F. '1' A.F.F. _ 1,EQ. •6-4. EQ. g---11/2:.A.F.F. A6-4. - -1 1 1 / / / k\ l' T.O. FEATURE WALL I 1 I st";•( 49r.M2ilf EF.WFA. 1 1 r 1 1 4tv7)• - ---I I FRAMING OF RETURNS A ril 1E1 k \\ ,7 1 k., \ SINGLE RECESSED mi.-1 — STANDARD sk\\\\\\< SINGLE RECESSED A6-0.1 GAP INC. STANDARD Ank CORPORATE ARCHITECTURE A6-0.1 [11 I-LI E- k 850 CHERRY AVENUE DOUBLE RECESSED 1 ... SAN BRUNO, CA 94066 STANDARD Ankk 1 STORE NO.: A6-0.1 2805 DOUBLE RECESSED ...- STANDARD Ank STORE NAME: WASHINGTON SQUARE A6-0.1 1 STORE LOCATION: LI b GAP/GAP BODY, SUITE F06 * I:0-9"BATF. 9677 SW WASHINGTON SQUARE RD. + O1:0-9*BAVE.F. LI Lb 1 I 1 li II I • I II I \ TIGARD, OR 1 1 ID CD 97223-4452 + 0*-0" FINISH FLOOR IL .., _ . ,1,, 0'-0" FINISH FLOOR I b.- .I '-'\ GAP PROJ. I.D.: 0000044154 PROTOTYPE V9 DATE: DEEP FEATURE WALL ELEVATION - G/I 72".11-0" A64_09 9 FEATURE WALL ELEVATION - Gil "TM4=1,_0" _03 3 08/11 /08 OPENING Q1 /Q2 2009 REVISION # A ENTIRE LIGHT ALCOVE, SEE STRUCTURAL FOR PAINT TYP. BRACING/ STUD REQUIREMENTS P435 L . . lo. I III . 4 IMINIESCIP \ :11101 GYP RETURN WITH CORNER BEAD AT BOTH CORNERS. iw1 III 0 . _ ,.„, co TAPE AND MUD SMOOTH. MI= II • 1 1 1 RECESSED LIGHT FIXTURE SET AGAINST FIRE-RETARDENT WOOD BLOCKING 5/8" GYP BD. EQ 3'-11 5/8" O.C. DBL TO SINGLE TYP. U.O.N. 3'-11 3/4" 0.C. DBL. TO DBL, TYP. U.O.N. 3'-11 5/8" O.C. DBL. TO SINGLE 119. U.O.N. EQ --/ -/ / "-- (4° MIN.) (4. MIN.) VARIES. SEE PLAN / / 2 1/2" MTh. STUDS AT DISPLAY PANEL RECESSED DBL STANDARD RECESSED DBL STANDARD RECESSED STANDARD COORDINATE STUD PLACEMENT IN BACKING WALL TO 4 SPACING SEE: Allik SPACING SEE: SEE: 1 PROVIDE BRACING AS REQUIRED. SEE STRUCTURAL A6-4.1 •6-0. •6-0. A6-0.1 9 MP' PROFESSIONAL STAMP: '*11,11i PLAN SECTION AT DEEP FEATURE WALL - G/I A6402 2 _ UP— ' , \ LL Dt a n. 4c K , Z e4 40 7 ilii ENTIRE LIGHT ALCOVE, SEE STRUCTURAL FOR RECESSED LIGHT FIXTURE SET " R■ N CA ------ PAINT TYP. BRACING/ STUD REQUIREMENTS AGAINST FIRE-RETARDENT WOOD '144` N'cx;7] Q'( - OF \'°- licr(Qi P435 BLOCKING 5/8" GYP BD. 5/8" GYP BD. . I ......1 IL... 1 1...... I ■----- fiFF' I I ......1-----.1...... II 1 1 1 ' ARCHITECT INFO: . ..--...... ' .. ' _ 1 GreenbergFarrow ,. GYP RETURN WITH ' 0 ..3 1430 West Peachtree Street, N.W. CORNER BEAD AT BOTH Fill Suite 200 CORNERS. TAPE AND .-1 f - 17 , , \ Atlanta, GA 30309 MUD SMOOTH. 111111.11111 i- t-- ill • •—___ I • • 1:■‹) L.— rr) t:404 601 4000 fi 404 601 3980 ...., lir 7m ISSUE TYPE: / ______ LL/PERMIT/BID 01/20/2009 E----_' EQ 3'-11 5/8" O.C. DBL TO SINGLE Ti?. U.O.N. 3'-11 3/41 O.C. DBL TO DBL, TYP. U.O.N. 3'-11 5/8" O.C. DBL. TO SINGLE TYP. U.O.N. EQ - - SET --/ ,' / / / /- (4* MIN.) (4" MIN.) SCALE: AS NOTED EQ. VARIES. SEE PLAN EQ. / / / /- DRAWN BY: RDF A&E JOB NO.: 20080538 2 1/2" MIL STUDS AT DISPLAY 5/8" GYP BD. RECESSED DBL. STANDARD RECESSED DBL STANDARD RECESSED STANDARD SHEET TITLE: PANEL COORDINATE STUD SPACING SEE:ak SPACING SEE: Anki SPACING SEE:Alik MI PLACEMENT IN BACKING WALL TO 1 PROVIDE BRACING AS REQUIRED. SEE •6-0. A6-4.1 •6-0. •6-0. GAP/ GAPBODY FEATURE WALL Mr STRUCTURAL SHEET NUMBER: A6 11111■111 4 PLAN SECTION AT FEATURE WALL - Gil 1 1/2"=l'0" A64_01 1 . FULL GUT REMODEL 0 ilior rr ,,,,N, 7 ---1-- '--. 'D SEE METAL STUDS AS REVD, SEE METAL STUDS AS REQ'D, � WALL LEGEND WALL LEGEND \\I HRH FISH ss,\N.\\\\\<< uu W 11' On 11�_O" R A.F.F. A.F.F. 0 GAP INC. CORPORATE ARCHITECTURE „ 850 CHERRY AVENUE 1 5 8 GYP. BD. OVER METAL CA 9 STUDS SAN BRUNO, 94066 LINE OF FRAMING RETURN - 5/8* GYP. BD. OVER METAL STORE NO.: 7 " BEYOND 4y" 3/6" STUDS 2 8 0 5 6 4� /PAINT ENTIRE LIGHT COVE PAINT ENTIRE LIGHT COVE STORE NAME: WASHINGTON SQUARE iir 9'-6 1/2" A.F.F. 9'-6 1/2" A.F.F. STORE LOCATION: .....1 T.O. DISPLAY WALL T.O. DISPLAY WALL GAP GAP BODY, SUITE F06 A 0 - 9677 SW WASHINGTON SQUARE RD. 0 111 II + RECESSED LIGHT FIXTURE, SEE -1111+ RECESSED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS TIGARD, OR ELECTRICAL DRAWINGS ,., : . . 97223-4452 + + + + GAP PROJ. I.D.: 0000044154 + + PROTOTYPE V9 DATE: NOT USED NOTUSED I 08/11 /08 + + I OPENING Q1 /Q2 2009 I REVISION # A I i 5/8 GYP. BD ---. 5/8" GYP. BD / 1 1 / I I / 1 I 1 RECESSED STANDARD I I —., RECESSED STANDARD II ák II A6-0.1 A6-0.1 1 1 I I I I / ii I II I I I . II AU 1 1- / A6-4 I A6-4 / 1 I I / I + PROFESSIONAL STAMP: / I I / I I arc.,,), NOTUSED NOTUSED / / I I ,,,, . L,D►t ;' S. t UPEE ( / ii+ VINE, A I I �� I OFD ,, . 3 1 v? 1 / I 1 I li i I + ARCHITECT INFO: 1 SEE STRUCTURAL FOR FRAMING/ I I 1+ BRACING REQUIREMENTS. SEE STRUCTURAL FOR reen er arrow 1 i I BRACING/ STUD REQUIREMENT' 1430 West Peachtree Street, N.W. ! I + Suite 200 --_I Atlanta, GA 30309 + + + t: 404 601 4000 f:404 601 3980 + GYP RETURN WITH CORNER + GYP RETURN WITH CORNER BEAD AT BOTH CORNERS. -�� BEAD AT BOTH CORNERS. ISSUE TYPE: TAPE AND MUD SMOOTH. TAPE AND MUD SMOOTH. LL/PERMIT/BID 01/20/2009 'i _N + PAIN T TO MATCH FACE OF N. + PAINT TO MATCH FACE OF SET N. - J; WALL SCALE: AS NOTED 9' A.F.F. 9' AFF. \ B.O. FEATI —WALL 0 , B.O. FEATU -WALL DRAWN BY: RDF o _ A&E JOB NO.: 20080538 WOOD BASE, AS SCHEDULED % WOOD BASE, AS SCHEDULED SHEET TITLE: GAP/ GAPBODY FEATURE WALL gl 1 01-0' A.F.F. 0'-0' AF.F. 4 / //4. FIN 0 / FINISH FLT NOTE: NOTE: ALL LUMBER INCLUDING PLYWOOD, WOOD BLOCKING, ALL LUMBER INCLUDING PLYWOOD, WOOD BLOCKING, SHEET NUMBER: WOOD TRIMS, ETC. SHALL BE FIRE—RETARDANT TREATED WOOD TRIMS, ETC. SHALL BE FIRE—RETARDANT TREATED A 6 ...... 4 . 1 DEEPFEATUREWALLSECTION - G/I "'2404° S 4 FEATUREWALLSECTION -G/I 1/7 1O" 1 NOT USED NOT USED A64 04 A64_01 ' ''Mr Nir NIF Illr Nr .. 4 I r 4 AL A I 4 , . AL AI. AL AL AL..., - ',...i.W - '' -Ati Pk'''. .. AL k 'N:r- '- ":"Zionior '■'■ 7: Ay N. Air 10, Nr ■ ■ ■ NI ■ 1 ifr57. r...... . ...„, .., _,A,_ _ _ N OLLtil. 4, 4,01 1PW irIP"+4, ‘ 1 No ■ •4 'ft" * ,' I . 41 0 le 110' , '..""i 1 t_ '., 0:1 i go.....,..._..._11, 1 ,■ i . , ■ 6, 41. ■ 4.446, .z.. ..41 .))4* ... ......_ :• 41., .„" At 4- .I■ 4 411 4,4* k ,- ■ , 4.440.44' .4.4.4400.14 i .4' 4fr" L ■. A.. ..' 41....-AL619!% 41t..... Ali■ ........J. , ■ i : .. 4:4.* , 4, 4 Itttil 4404' 4' A 4 kk", • - • 1110A NO .-arrigr ir,#*.4r . 4 \ A., -1,-- ,■ . . . • . .. - sr.■ ■ . '04 14044,0744i' *,.,■■(t' -‘44r1P....404V41001‘4#1114.41.40).• .$ . 4 Itt,fili., , .,44, - „ ....,.._.............................+ ..... .1 , . 1111-4. . lo 41,40:1 4k , .4* 4 I ''(#0 ' r'...; 1Y2' 1Y2' lir-N. it. ; v +44`4.4i* a" 7 \ 4, 4 4 , - \‘\\,\,, / fr R A III a.*11 /.■ 1, r 4111) AID,.4 NOMINAL D.* :4,41' 4 '■ AI '4• g 4)*14"'‘' I DIAMETER . ,, , _ 1 '4• 4 i 1 .1 -1 4 14414' . e 4 ■ 4 * ... ■440.1L411... ....411.11k.. A1 4 \\,\\ c-EW ■ -&. .. .44:44.+4 Ft" - F-7411,* .11r ... .., lir ..- .■ -4 4 4 ■,,,,.., )2 .■ *_ _ _ 14_ _ .. _EL& _ .._ . 40', fi,....-is,4** . 4°:..19.'' 416. . _ -"- _-_-. _-_- .-::-_-. -_lop:.- 1 0 811.....1...A.! 1 . .. . . _ . 33 -36" A.F.F. 0 . I, irmys .. ... .. v, 1. IP II III Ivry lo;■ 7 NY it , II cor ,. t N. II IV III ■ ■ 4■IP- NI' NI ■ ■ 'IP' ■ 'V III IP' 'VIM 1 I GAP INC. ci Ka* r . . -- «PI*004.0** 4 Aik , .11 ,.. . ..... Aelrab. TIF ."4/" Nr 4. I I 1 4" 4." V 40',V4 '-'-'-'-4Ir -2--#- -'- - • - • - - ATP ' 4 # 1 * - -tfair‘ • k,, 1 lit 1 4 4 CORPORATE ARCHITECTURE 850 CHERRY AVENUE SAN BRUNO, CA 94066 I . . :, .. . ■ ... ... .... .... . . Alk lo 4, .1 4 ' ' •.* - - - - - - - - -1*,-41/11.4 4 lik.'A. ■ ■ A. 1 '441;#01004441', ' . ,.. au. 4 to. A. ..o■ A.. A. ■ ■1... A. A, .... ...w.i4111,„ STORE NO.: ' 4 - lir - - - - - - - - - AI I 2805 1Nv -' - - - * ' .■ 40 ■ • .. 4 ,.• "...4-441,41). 4 . lotir****117r47' ■ . bk: 4 .1 # 4 . * 4 '6 467/44÷47.4e1 Ole"Ak A-.At' A 4: -4■0' A # 11 I STORE NAME: WASHINGTON SQUARE ■,, -.4,,,■- -41!-■-■,--,-,4& .1 • , 4 ,,,......v.„....,,,......r....1,- , 1, .■ o 4 o,.....1.4..1....., _____________16- - - - -4,- WALL; PROVIDE , ,„t4 . - - --‘--...-- -ii, -•-‘7471.170 1, ., ,e,0. .,-.." 0 , , ■41› ■ . _ _ . lwjz.' 1.44: ', 4,,, Ai; ...-41-te , framr....A, 4 i ■ 1 N. 1 , ,1 +,14, 4.6.. 4o. Itiii,,, 44: ,v,. ,,41, Alit0.44:" '''' ." 1'417 L__"...AI%' 1 r ' 4, I STORE LOCATION: BLOCKING BEHIND ' 1.40'4.114%44,41rorfp., lo 4 .1 .103, AVVAI I : 4 o 411.1.7-Amd.-14--Ak4-44,.. . 4 A, I GAP/GAF) BODY, SUITE FO6 GRAB BAR . "40.110,1o.44,; 4, .1 . 41,P4Or . fib.. ■ I I '''Vlff' 4141 9677 SW WASHINGTON SQUARE RD. Ah , i' . J' 41 ,410 4 nO ,Alp A t 4,' •■ ' 7f.oitt: 414. - - -,-* I TIGARD, OR , -en, ,.., r , . .1 o ' 4 iv ... . 4.t. , ■ '■.- -4,,1- - - - - .;„, - - - a, ... Ati 4. I 97223-4452 . ...._ ,•. ,. . , , , .„,,, ..... ... .. ... A. A._■_A._Aitleml,' '' '' .... ir 44 .sk ...- .: . , - p..i, h tli. A. A. A. AL .■ Ak Air ' '''' ‘r .... '''' 11% Nlir -1 I , . . It* ir0 ' ■ . ' ': '- - - - - -..-- -...- -,..-1:4,.,-„,..-`11,-IV-NI-'V-II/411k''-NI-'V-IP,-41,1%-.-III+V'-.40- I 4k 4 4, 16440101' v• lir lir• 11, lir lor ■ Irrip,r "Iv ■ lor yr ler ■- 0 IA . b".4 0 r+1.1,li° NO4 GAP PROJ. I.D.: 0000044154 . , ...41,r -i,00., . - 4 414.4. . .0.4■\ ■ „ Hia4, :- : ,. - 41.Al. ' ' •' /) .4.. .•ilt4:4'n '' 14`'t it.....4.../ Aa. AL A.A. A. A.A. AL AL. AL A.A. AL .4‘.A. AL 4116. AL AL A.. AL AIL. Al■All■ 4 ,411■■■ 1I■ Vr. ■ ■ "41/'■ "III NIPAIIA,NrAllr •r■.,,T. lorlw-A■Nolv ■ val. ..... w ■ -.yr ....... 1.1111,r ■015121/ Nr IIII 111/ i PROTOTYPE V9 DATE: SECTION THIROUGH GRAB BAIR, TYP. 6"=l'-0 A65_03 12 0.*4' 41 . i'' otzillr 'Nr" (%b•'440441 i. 4......,.A.41.01.4....A, ,•1, .Frdw ,, , Ple.j■ ,I! %Iv 4-14111■ pl 1 1 ri.. 0 4. 4 kl ., ... ■ 4I o .... 4. 4 ■ 41 .1... .411/2r0.1 .... ...411■ 40 - -•-•47.1r- - - 0 • NOT USED 08/11 /08 AeAtit...aik".2::... ilik - :... ... .. .... .... ... - AL ... ...40.14: .. Al. .... .... A. :■■.... .... .. - ... .... .. - '... ... .. ... ... A. .... .. .. .. .... .... .. ... ..... ... ... .... ... ... ... ..46t4C4.- - ito.- ... A A OPENING Q1 /Q2 2009 I , / 2' X 3' MIRROR- INSTALL MIRROR DIRECTLY TO GYP. BD. WALL-CUT TILES AS REVISION #1 03 A NEEDED TO PROVIDE FLAT SURFACE FOR MIRROR. SM0011-1-S.S. GLAZING CHANNEL AT TOP AND P435 1 BOTTOM-GRIND AND SEAL _...,• P435 WATER SHUT OFF I ALL EDGES KM WHITE VALVE, LABELED, AT I LATEX BASED CAULK- H EDGE OF DOOR SWING __...6_,.---- P435 EYE LEVEL.SEE MOUNT T.O. MIRROR 6'-4" MECHANICAL "'Oa P435 A.F.F. T6 INTO ROOM \ DRAWINGS. - SURFACE MOUNTED \ GENERAL NOTES: PAPER TOWEL „ 74ii OUTLET 1. INSTALL ACCESSORIES AND LIGHT DISPENSER MOUNT AT RE-ELECT FIXTURES WITH SCREWS OR BOLTS 36" A.F.F. TO BOTTOM GRAB OF DISPENSER. TOILET SEAT COVER // EXTENDING AT LEAST 1" INTO SOUD SOAP BLOCKING. BAR 0.2- PROVIDE BLOCKING AS \ DISPENSER. (MOUNT . , N 1 , -' \--- , DISPENSER : / REVD. 40" MAX TO \ \ : : : .: : -: \ 1 \ WITH SLOT UP AT t/7 ' ,. 2. WATER RESISTANT GYPSUM BOARD, . .:. .: : .: ; .: -: fi ›- OPERATING OPENING \ 1 >._ NON-H.C. TOILETS) N. TYPICAL All WALLS. PAINT WALLS 81- / 1 g GRAB BAR *1- , ; ; E , -- : ABOVE TILE WAINSCOT. p435 Iiii mu' 74C- >.- 0 .-s■ Et! ; ; .: 3 -1 / I g z NO'1E: (::: ,,,_,....„.....„__________ (1 V _Li.-1.., - r. ._..... (4.1----\ K. c„...,___ 1 _....._.....____..._ i 3. GYPSUM BOARD CEILING TYPICAL -:' :• : I I 0 ALL PUBLIC ill / -1 , , ,, , RESTROOM .6.,- ..) ..... 11, -, I i i ci 'TILES TO HAVE , \-- • 1 to 4 INSTALL i OF CONVENIENCE DUPLEX . E E . .4-t . 1 A MAX. , ? 1:, b "V / . c ., ; ;--- RECEPTACLES AT 44" A.F.F. 0) c...4i I b a .i., \ 14, in - I 1 .I a -,--,-. •:. ; .: : .: -; ' g" 2 GROUT JOINT * • l 1•11._.-Imr..„, ON, .1., NI m "id, I 1 m i I...,„ -:‘. -i• : s: i -: 1: i I ' ' I. 1 ve_ J-7 14Y) IZ I b INSULATE -c., 1 ° cv .:, ,V 1%. 5. INSTALL COAT HOOK V-4" A.F.F. 0 i %. . SFR.0148:10 7a. [. / .i. •i... _.:. .., ..,. ,:„ -.4, -: c., " I I-" I 1 CENTER LINE OF DOOR (TOILET ROOM , '4.1 MATCH TILE l 414 iii,z Cul ":4- I EXPOSED HOT - , ' SIDE). , COLOR ,,-- i. .1 WATER AND A - i .1 _\_ . : , \ \ \--DRAIN PIPES \ - \ \ : , i , '• \ A 12" MAX FEMININE NAPKIN S-0" 1 SURFACE MTD. TRASH RECEPTACLE 6. FOR TOILET ACCESSORIES, SEE ---/ A / SPECIFICATION SECTION 10801. FOR DOUBLE TOILET DISPOSAL (AT MOUNT B.O. TRASH RECEPTACLE 6 D 1425 T6 41/ 16 PAPER DISPENSER T425 c. OF DISPENSER WOMEN'S AND UNISEX TOILETS ONLY) B / 5'-O" MIN. CLR. 1425 1/4" A.F.F. A 16 1425 FIXTURES, SEE PLUMBING SCHEDULE. PROFESSIONAL STAMP: SINGLE OCCUPANCY TOILET ROOM i "= -0" A65_02 2 ,‘ ... . Ain ..,•., „,--:, , ..„.. (.5 a. ,-, -r 7 lir • - - - - - - • ' ' ' • - - - - Nay ler le4r LL.-4. 1 . k S,Cc'r 11* Ill -2Y2" r-2-Y2" 4110. 1 , AI ,, , ,, t.., , 4) , .,Ak.4I■, ._Alb., .1 Aft& 4IIIP 4110. 4, Air, . , 4 JJ L NOTE: 10 01 kJ am i I..■..i h. .At*. . 'e'r - -..--, A.4111... 4,'-4110 4' •-itt.i' :•,i: ..:0,11* TOILET ROOM FLOOR PLAN IS t jr), tvi -,- 14,c\ 1_,1141 1 '74r9471):_oNirfliD. ■ -1' lir 44011 i' 4. *i■' * 110.4,10 0 .44!■,:tt .., s-6" q r-0" MIRRORED. DIMENSIONS SHOWN 174' OF c31c 7 `` GRAB BAR; .4Ink 0,!ki.4011141116. -A 4. --/ / / APPLY TO BOTH TOILET ROOMS. . _ _ _ ,... _ _ _ _ _ _.■ 1i111;-'111pIr '''. '''i` ' -, **10 . .g• TOILET W 440-41V4ti , , , , lr,, - o),,A4,41„ ■ 4 -Slatirt*443' 0 - • 1. ' , Al i N IIIMINIIIIIM.1.■ 4%41 tgre44 rt' 7 1%04 !Ilir--*--44 141 I 0, 41 ■ ■ ■ A. ■ ■ .. .• ., -.■,\ ri-r , ...::\d, I._ .... if ‘,... , r-,•. t• ./ ARCHITECT INFO: i P444 04** #4**04 111■ 4 4 ". ■ 10 )111. ■ I , ■ Nr ■ ■ ■ ■ ■ Nr N.- N.- ■ 0, 4/ AN -- ---- 1 - - --' ../ '''•-. C- - - -- / ./ '41 •'41 4 1.- Npi- 1 -!IN .. 48" MIN. CLR . ...--/ op,4.** . 44,: i41)40 , 4 0 ,10. ■ 4, 4 / / '1"-* \ , \ ■P411111 / / .. 1 \ . . ,. 11 1 1 / . . ' \ 60" X 56" CLEAR AREA GreenbergFarrow * 4 P q \ ., . ., 4`k" ../ . . . • • ' . / ' .41 4 411 0 'f 0 0 0 0 I ■ . # / ' ,.. cl., ,.., .... „--. ' \ ' /. 4I ' '41 ■ 1430 West Peachtree Street, N.W. ._ Al:: ■ 0, I 4, ' / l% \ ..-'-. ' rill 1.2 CO- ./ / C a. \ Suite 200 ■ 10. 40' 6 II 4 40 „4 re) I " . / \ Atlanta, GA 30309 I ,, , 1 4. / * ,, t: 404 601 4000 f:404 601 3980 4.P 144 ''' 41 .4 . , 14. 4 9. ,° ', 41-4.1-4,41,,r4ir,_Y45.e_,..7-4447774.4T46.14.4X...4-41.74_,WIAT4_.is E.Weiliffir.4-40774T.."1*fit AI . . ...,4 .. ....4 I 44440* 44' . . "VIP' ■■■111•111"1/ NIII ■■.' r 0, ■ I --411■41PWPIIK4,14P11PIIAZV■01, -1VNPv- - 'IN.f,„' , -'. 4.), 1.■, %1'. , .. ■ 0. 4 lb. I 4 It' * w ?,.. ..,... I ;*-('' / '.... iti )• , >---< z , .x,....' 41 ■ .4 Itts..k. iteow, .......... 7 , : / ISSUE TYPE: ■ 11 4 11 1 4, \ ).\„..4. . / LL/PERM IT/BID 01/20/2009 7 4 i Et TIRE F&Y41.4Td I ifit_ 1.74111741_1474 11 r.4.N.3.74 1_61Kfirrai 1.7.ill.17.4.4.74..MO FA-11 Li§I g7.4 ilif-d...1.0 0:,271. -r, B / 1 I I ,"- . :A; ' viVe4V.411i, OA>4p4....- A 4 '41 ■ 11 0. ' 40' 4I 4, •....7:7-." ...■A 7 ... Ir. ■ ■ ■ yr 'yr ■ .. ... 1.- ..,. 1.■■-■ .... I. ... , . . / . / 7 1:40 ii F SET ■ 1p ‘., 1 41 I 1 146, , S \ FLOOR DRAIN; SLOPE FLOOR AS \ .X' ,r , tlIbll.., vt,o . ttoit / illVili"Ill"I°*- REQUIRED kli., v :littftr. r it -.it*, ■-w. , 41 441 I I \ :A / . / SCALE: AS NOTED ° O. 110' 4■ 4, la. s. LI r-----7;ml( 1_.] : • ', . .. . DRAWN BY: RDF 4 • 4 0,---- 110' I I 7 . • - :Ft, 4.. ... A , ,40114. 4- ill ■ ;- ,'' \‘ - ---> - - - in -,--?< ! / i,„:„,,,, _____ , c. ,I, 0 , cs., , g ,. . ., s , 4 , , , tztr-r,:-- --tttr"-------CERAMIC TILE FLOORING; SEE A&E JOB NO.: 20080538 ...-,-„„I.-,ia. -. i ,■ ## /1-:.... f„:„:„ti„: -, t 1 0\ /, a 1 LI'S:44;9;17H\ SPECIFICATIONS 0 41e401.111 11 4' 4 41 Es:,-..L: Li4., 1 ' k ce ( / 4 111[P.1.._.011.111 4■ , . AL ilk / 'VVV V V VVV --i4---Z T425 u ' 1 -' L :,---i--; , 44-71 I co i ......... . .........4 ce_1.......-‘ 2 1 i,4-3_,...:2,... !lip , . „. . , SHEET TITLE: ../..(\s4.1:14,u>„21_,,,tv, L _;-- ,, •1 ''''', MIN. \:,- , _ _ , _ .. _ _ _ _ ■, - -4,141p, ' 4, '-,-'' . . . 1r" ''''.- -/ .I I PUBLIC TOILET ROOM DETAILS / . kit I ' *Ad''tibia''IA, . k 1116. 41. .• ', . , \ .' .., - '41 I lir II 11/ * ■Fr `11r .2 fir•■ 1410 . ItO . . 4#. 11 '' -7--■''' 1' AO'4 O' 4t4t*Ok 'a' 44,11 '410' SINK 18" 3'-0-"-- ;40, 0:1441*,,: i„ ..■-416,,tre AIL AL.,,,,v.A■....A. 41,11* 111 _ 30" X 42'' CLEAR AREA -I' iek•Ort..5,01: . 44:, -' e le 4'4%, .■ ■'' 41110 1 IL ■ AL TOILET ROOM ACCESSORIES , '141" 4 I' 41* ■:4 -■-■-■-IF n'IP'n'V n■n 1r ■-IP'-1r'''Iv ■••■A.■ ■•■-■ -N." ,,,41011/ ... ■1.01.- - 144 Al •41 MOUNTED TO WALL SHOWN SHEET NUMBER: DASHED; SEE INTERIOR - - - - - - - - ELEVATIONS & SPECIFICATIONS ,...-;-.....,=-, ,-...-...-,.-=■-■-■-■-..--, ■-■--....1....1.--II-■-II,-II-"V-`1/-`41/-IF".• - -II•IP'' - - - - -•Or' .. Al ..- N. A.- ■-Npur A. Nr ..- ■.... Ay -41vir - - - - - - - 1 I-r ■ Ar No- Amprir- ,!. *1.■ 1 A 6 11111111■11 4 IV 14/ ■41,- 1 ‘'Ill 1;4&W.-A 4 PT 04::.,44. 0 4i:,I7P■ ' 414.11°71.&‘10(flri v.41,00'4.' l`r- 4:54r lr 41 111Af7AV‘' A 'vr'?1 -4A4SP 010" iv 1 I 4-' ENLARGED TOILET ROOM PLANS , -,-410,7," . , 4 040 14 1. ■ .„,`-4' j .4.4,■ 1/2"=11-0" A65_01 1 ... - AO. AI. A. NIA. ANI Ab. 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Al t.�♦♦_♦♦_♦♦♦._♦,� eee?♦?�►� ►♦♦♦ ►ez♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦it♦♦1►♦♦♦♦♦t►i- - --�►• i.. .�� .- �-7.-.- -.- - - - - -1∎-/►♦♦♦� ♦ DRAWN BY: RDF ??♦ti♦♦♦♦♦♦♦♦e♦♦♦♦♦e♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦J?e4�?♦��e e��e♦e♦♦♦e�� ♦ ►e♦e♦evil*,♦tr'!# .4-1 1.4�e♦♦♦e♦e♦♦♦e♦e♦♦♦e♦e��♦e♦♦e�∎ ♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦�, ♦♦♦♦1►i♦Ilk_?_?_?_?_ /_��_�.?_?_?_?_?_V_?_?_�_r_r►_?_►_?_?�_?_?_?_?_?_?_♦.�♦�♦ �� A&E JOB NO.: 20080538 ►♦♦♦!!►N♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦��, ♦/►♦♦♦♦♦.s.s.�i►• ,►.ssssss.ss�►1 - - - -■- .ss-` ♦♦♦� ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0♦♦♦♦♦♦♦♦♦�► .,e.,�►♦♦�/♦♦♦♦♦♦♦� ♦♦�♦♦♦♦♦e♦♦♦♦♦♦ /eeee♦♦♦e♦♦♦♦♦♦ ■�� ►♦♦♦ IP ?♦???♦?e e?e♦e e e?? ♦♦♦e♦♦?,??e?`��`�� 1/♦�♦♦♦♦♦♦♦♦♦1►♦ ♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦ SHEET TITLE: ■i♦iei�'r■t►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦J r v��i i ♦♦t♦T��t♦♦i��? ♦♦♦♦♦♦♦♦♦♦♦ , ♦e♦♦♦e♦?♦?♦?♦e/►?♦?♦?♦♦♦?♦♦�►� eeee ♦e♦eeeeeeeeeeeeee♦ee♦eeee♦e♦♦ e ♦♦�► u� u�•��•6♦♦♦�♦♦e♦♦e♦♦♦♦♦,.•:�♦♦♦♦♦♦♦♦♦♦♦♦♦i �� ►♦♦♦ ,►�►♦♦♦♦♦♦♦♦♦♦♦♦eee♦e♦eeeeeeee♦e ►+►♦/►♦♦♦♦♦♦♦♦♦ ♦//♦+►♦♦♦♦♦♦♦♦♦♦ _�►�.;,��. ♦♦♦♦♦♦♦♦♦♦♦♦� FIXTURE DETAILS eeee ►♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦♦♦♦♦ ►♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦ _ ,♦♦♦♦♦♦♦♦♦♦♦♦♦ ∎ , eee ♦e♦iei♦ie♦e♦e♦e♦e♦♦ie♦♦i♦ie♦e♦♦i♦ie♦e♦ei♦ie♦e♦♦ii♦ie♦♦♦♦♦ ►e♦♦ e♦ ► 'kill'> IID.e♦♦e_I ♦ ►?♦♦♦♦♦♦♦♦♦♦? .e. �♦♦♦♦♦♦♦♦♦♦♦♦i ♦i I eee��d:e1►e♦eeeee!ee♦♦♦♦e♦40-.- ee♦♦:♦♦♦♦ee!e!e!e ♦e ee♦e♦e�►eiei�ei��♦ei!'�i'�ieie!♦i��, ee♦e♦♦ei♦♦ee '♦eieieiei♦i♦i♦i♦ieieieieiei��♦i, ►♦♦♦ .♦...• ....._•_s_s�♦_♦♦♦♦_♦.e_..s_♦�♦�♦_♦_�__s_s_s__♦_♦_♦_♦_.♦�♦��►♦ a' 0;' :�T'+► im♦ _ ►♦♦♦♦♦♦♦ ♦♦♦♦e♦♦♦♦♦♦♦,�♦1♦♦�♦�♦�■ ♦ ►♦�,ir■ ►♦♦♦♦♦�♦�`♦♦?♦e♦? �. �♦e♦♦♦e♦e♦e♦e♦♦e♦It‘♦♦♦e♦e e♦♦♦♦e♦e♦e♦e♦e♦♦♦♦♦♦♦♦♦♦♦a♦e♦♦♦e♦♦♦♦♦♦a�►♦♦?♦♦♦♦♦?♦♦♦?♦♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦?♦♦♦♦�e♦�♦i♦♦♦?♦♦♦♦e♦♦♦♦♦?♦♦e♦?♦♦♦?♦♦♦♦♦e♦♦♦♦?♦♦♦♦ee♦♦?e♦♦♦♦?♦♦0♦♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦?♦♦♦♦♦?♦♦♦♦?♦e♦?♦♦♦e♦e�,♦__♦__♦ ► _ _♦__♦_♦_ _ ___♦_ ♦♦_♦_�_♦__♦__�♦ �e , v � . ♦ ♦ ♦♦♦?♦♦♦?♦♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦♦?♦♦♦♦♦♦♦♦?♦♦♦♦?♦♦ , I e0 i r � SHEET NUMBER: ►♦ \�40 � - ._s/-,\._ _._s_s_s_s_s_._s_._sI._s_._s_s_s_ _s_s_ _._s_._.^s,._:_ _ _ ' _s•._.-s_s_1►-.f.-s_f_._s_.-s1 _ ^._._-_r_._._._._s_.-._._.-._s_._._.-,►-s-.-�_` _._s_1,_s_�_._"I - II�I ►:�•�.�1�•?, !��1;C��7,� 1 A�/'�1►�at.1,�.1` !, ► . 1�♦�,�►,�.��i��►�♦��►♦�♦♦�� .G t'11'•�,�. ► . 1�'t Z'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦�1i► ►��►�♦��♦♦ ♦ NOT USED NOT USED ►"4►��-1►v��w s,.,��i��►♦♦♦♦♦♦♦♦♦♦♦♦♦♦u♦♦.► .., .. . ♦�♦ I_V_V_L1. AL. Amu. AL .....A. .V_ _`►.+i_►..s_ ..i►.�_�_♦_r►_/►_►_i_riAL A�.o►.. Ana:41_V_V.._, III_,. A A, ._►_IP., �r_�l_`_`/.�ia. IPA.V_V_V_V_♦_V_V.V_. ...V_V_V_,4►.V_V_ �21_V_V//�►_`►_h_� FULL GUT REMODEL 11'-0" A.F.F. 11'-0" A.F.F. \ .. B.O. GYP. BD. CLG \ B.O. GYP. BD. CLG Oli it!Li TSCRIBE WOOD • ti•\\\\\\\\• \\\\\\\\\\\\\\\\\\ TRIM TO CEILING `� , METAL STUD FRAMING NI ti -'' ` � \ PROVIDE BLOCKING WHERE AN .l. \ ,, k REQUIRED '41117 , grii Ali ti TRIM PIECE SCRIBE WOOD � � � �\ TRIM TO CEILING BUILT-IN CABINETRY TYP., SALES ` SEE SHOP DRAWINGS. (SHOWN FITTING AREA °= ti ( AREA HATCHED) I- 1 FIXED TRANSOM WINDOW AT GAP INC. . N OPERABLE TRANSOM WINDOW °_ N FITTING AREA SIDE CORPORATE ARCHITECTURE OPERABLE TRANSOM WINDOW 850 CHERRY AVENUE MOUNT J-BOX TO CABINET, AT SALES SIDE SAN BRUNO, CA 94066 SEE ELEC. DWGS. J-BOX BEYOND, SEE ELEC. STORE NO.: DWGS. 2805 FIXTURE, SEE ELEC.HDWGS. I ti TRANSOM BACK LIGHTING STORE NAME: WASHINGTON SQUARE ``, — — Ip FIXTURE, SEE ELEC. DINGS. STORE LOCATION: ti� • , PROVIDE BLOCKING WHERE "'�: \ .��\\��•ti�� . ti.�� •ti. . REQUIRED =Emu BUILT-IN CABINETRY TYP., `� ■► 1mum SEE SHOP DRAWINGS. (SHOWN GAP/GAP BODY, SUITE F06 . .•��ti�..�4��....ti��ti�«.��..�� ..��..•4.•.��..�.��..�..Z.��..ti��.��..........�...��..�ti�.` HATCHED 9677 SW WASHINGTON SQUARE R D. \ .\\\\��\\\\\\\\\\\\\\\\`.\\\\\��\\\\\\\��`.\`.\.\`\\\\\�.\\\�\.�\\`\\\ti I 1 \N \ \ti\\`\\'.\\\\\\\z\'\ N\\\\\\\\\\.:.\\\\\�!\ HATCHED) 9677 OR 97223-4452 - VI GAP PROD. I.D.: 0000044154 1 1/2"=1'-0" 1 1/2"_�'-o° PROTOTYPE V9 DATE: NOT USED NOT USED - BUILT-IN CABINET - SECTION - BODY - 6 BUILT-IN CABINET - SECTION - BODY 3 08/11 /08 A661_06 A661_03 OPENING Q1 /Q2 2009 " 1/4" " PROVIDE HORIZONTAL REVISION 1y 4'-1 1/4 1y SEE PLAN BLOCKING WHERE '� REQUIRED, TYP. _, r- - y \ _JAI METAL STUD FRAMING Sle_ L MN 0 •r l /Z 5/8 GYP. BD WALL cn SCRREQUIRED IBE TRIM \ CD F" REVEAL MOLDING _ FINISH CLEAR ANODIZED BY FRY REGLET - - I ti r (EA. SIDE), SEE SIM. CABINETRY FILLER PANEL ` "� DETAIL. ak ► � rj ti//-- 6-0. ■'-k,',k, :'■ : *ex \►-t 4- ■■ y PAINTED HARDWOOD 3" 3'-11 1/2" 3" EDGE, TYP. / / / / SCREW JOIN. ATTACHMENT.INK cl_ BUILT-IN CABINETR MUD AND SAND TO I \ w TYP., SEE SHOP SMOOTH FINISH, 1W. - \ cn DRAWINGS. (SHOWN 3/4" MDF HATCHED) ----V1- �� ,��\ FLOOR TRANSITION -..1\\\\\\\\ \\\\ \\\\\\\\�\ \\ \\\\\\\\ti LINE OF SHELF, TYP. BELOW � CABINETRY CONTINUE FLOORING AS SHOP DRAWINGS ONLY. FORYINSTALLATION PROFESSIONAL STAMP: SCHEDULED BELOW CABINETRY / Y — TO WALL FRAMING, TYP. ASSEMBLY INSTRUCTIONS 1 1 2"=1'- " 1 1 2"=1'-0" CABINET - PLAN DETAIL - BODY 2 NOT USED NOT USED CABINET - PLANDETAIL - BODY A661 05 A661 02 ' 464'' _ _NI ,...._ tp % , ) 14' OF C) ' 1 Ni - SALES AREA ARCHITECT INFO: FITTING AREA 3/4" X 3 1/2" PAINTED HARDWOOD teen er arrow EDGE, TYP. MITER SEE PLAN CORNERS 7 _ �_ \\\\ / / 1430 West Peachtree Street, N.W. :- ►� Mile Suite 200 \t�\\\\\\\��\\\��\\\\\\\\\\1\��\\\\\\\\\\\\\\\\\\\\\\\\\\1�\\\\\�\\\\\\\\\\\\\\\\\\\\\ CABINET TRANSOM Atlanta, GA 30309 ABOVE ■gI�' ��"sstaws!v.,;s. ..z!ms!∎As!�mr.—zz`nl t: 404 601 4000 f: 404 601 3980 I (41 a 0 ISSUE TYPE: a- LL/PERMIT/BID 01/20/2009 SET SCALE: AS NOTED L. ` E © ��,\\\\\1 DRAWN BY: RDF A&E JOB NO.: 20080538 NI AT TRANSOM ` SHEET TITLE: 6 v 2 -, GAPBODY FIXTURE DETAILS TYP. 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MATERIAL VERIFICATION OF HIGH—STRENGTH PERIODIC APPLICABLE S1 -0 GENERAL NOTES . , , BOLTS. NUTS. AND WASHERS: ASTM MATERIAL SPECIFICATIONS: S2-0 KEY PLAN a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM AISC ASD. S2-1G GAP STOREFRONT PLANS STANDARDS SPECIFIED IN THE APPROVED SECTION A3.4: S2-1B GAP BODY STOREFRONT PLANS � CONSTRUCTION DOCUMENTS. AISC LRFD. SECTION A3.3 S2-2 TYPICAL DETAILS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE S3-1 TYPICAL WALL SECTIONS REQUIRED. S4-1 TYPICAL DETAILS INSPECTION OF HIGH—STRENGTH BOLTING: S4-2 TYPICAL DETAILS GAP INC. S4-3 TYPICAL DETAILS CORPORATE ARCHITECTURE a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM PERIODIC AISC LRFD S4-4 PARTIAL ROOF FRAMING PLAN & VAV SUPPORT DETAILS 850 CHERRY AVENUE STANDARDS SPECIFIED IN THE APPROVED SECTION M2.5 SAN BRUNO, CA 94066 CONSTRUCTION DOCUMENTS. b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS STORE NO.: 2 Q 0 5 REQUIRED CONTINUOUS C� STORE NAME: WASHINGTON SQUARE 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: STORE LOCATION: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM ASTM A 6 OR GAP GAP BODY, SUITE F06 STANDARDS SPECIFIED IN THE APPROVED ASTM A 568 CONSTRUCTION DOCUMENTS. 9677 SW WASHINGTON SQUARE RD. b. MANUFACTURER'S CERTIFIED MILL TEST TIGARD, OR REPORTS. REQUIRED 97223-4452 4. MATERIAL VERIFICATION OF WELD FILLER AISC. ASD. MATERIALS: SECTION A3.6 GAP PROJ. I.D.: 0000044154 AISC LRFD. STRUCTURAL NOTES a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SECTION A3.5 GENERAL PROTOTYPE V9 DATE: SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING 08/11 /08 CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE DISCREPANCIES OR INCONSISTENCIES. OPENING Q1 /Q2 2009 REQUIRED 2. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL REVISION #1 03/04/09 /i 5. INSPECTION OF WELDING: BUILDING CODES. a. STRUCTURAL STEEL 1) COMPLETE AND PARTIAL PENETRATION GROOVE CONTINUOUS AWS D1.1 WELDS METAL STUDS 2) MULTI—PASS FILLET WELDS CONTINUOUS 1. ALL LIGHTGAGE METAL FRAMING SHALL BE AS NOTED BELOW: 3) SINGLE—PASS FILLET WELDS GREATER CONTINUOUS EXTERIOR STUDS: GALVANIZED THAN 5/16" (7.9mm) INTERIOR STUDS: GALVANIZED OR FINISHED W/ MANUFACTURER'S 4) SINGLE—PASS FILLET WELDS LESS THAN OR PERIODIC STANDARD RUST INHIBITIVE PAINT EQUAL TO 5/16" (7.9mm) 2. ALL LIGHTGAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH 5) DECK WELDS PERIODIC AWS D1.3 THE LATEST EDITION OF "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" BY AISI. 6 INSPECTION OF STEEL FRAME JOINT DETAILS FOR PERIODIC 3. ALL LIGHTGAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING: COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: GALVANIZED STUDS: ASTM A653, GRADE 50 a. DETAILS SUCH AS BRACING AND STIFFENING 12, 14 OR 16 GAUGE (Fy = 50,000 psi) b MEMBER LOCATIONS. GALVANIZED STUDS: ASTM A653, GRADE 33 18 OR 20 GAUGE (Fy = 33,000 psi) C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. PAINTED STUDS: ASTM A570, 12, 14 OR 16 GAUGE (Fy = 50,000 psi) INSPECTION OF FABRICATORS PERIODIC PAINTED STUDS: ASTM A611, GRADE C 1 APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS) 18 OR 20 GAUGE (Fy = 33,000 psi) a. STRUCTURAL STEEL (AISC CERTIFIED FOR CONVENTIONAL STEEL BUILDING ) GALVANIZED TRACK ASTM A446, GRADE A b. STEEL JOISTS/ JOIST GIRDERS (SJI MEMBER) END CLOSURES, BRIDGING (Fy = 33,000 psi) c. STEEL ROOF DECK (SDI MEMBER) AND ACCESSORIES PROFESSIONAL STAMP: d. PRECAST CONCRETE WALLS PANELS (PCI GROUP C MANUFACTURER WITH C3 PAINTED TRACK ASTM A64, GRADE A CERTIFICATION) END CLOSURES, BRIDGING (Fy = 33,000 psi) ��.7` tN PR Piss AND ACCESSORIES .,_ ,NGiNEF� 7t5 2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL 16442PE 4. ALL SHEET METAL SCREWS SHALL BE SELF DRILLING AND MANUFACTURED BY f a) FABRICATION AND IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL "GRABBER" OR APPROVED EQUAL WITH AN APPROVED ICBO REPORT. ALL SCREWS VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY SHALL PROTRUDE 1/4" MINIMUM THROUGH METAL FRAMING OREGO CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF THE -9�'CK 6.'x.0? WORKMANSHIP, AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED 5. ALL METAL STUDS SHALL BE MANUFACTURED BY AN APPROVED MEMBER OF THE g ► CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR STEEL STUD MANUFACTURERS ASSOCIATION IN ACCORDANCE WITH ICBO #4943P ' "FY L�N SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. SHOT PINS EXPIRATION DATE;s��3�1 z�;t� 3. WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL 1. ALL SHOT PINS SHALL BE HILTI SHOT PINS PER ICBO #2388. MAR 2 6 2009 a) UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A 2. UNLESS OTHERWISE NOTED, THE FOLLOWING FASTENERS SHALL BE UTILIZED ARCHITECT INFO: CERTIFICATE OF THE COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK A.) METAL STUD ATTACHMENT TO CONCRETE WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. X—DNI (0.145") 1" MIN EMBED INTO CONC GreenbergFarrow INSPECTION 1 OF -ENDED CEILING GRIDS B.) METAL STUD ATTACHMENT TO STRUCTURAL STEEL 1430 West Peachtree Street, N.W. 1. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL a. Suite 200 X—EDNI (0.145") FASTENER POINT MUST PENETRATE THROUGH STEEL MEMBER. Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 INSP - - C.) METAL STUD ATTACHMENT TO CONCRETE MASONRY SUSPENDED CEILING GRIDS - X—DNI (0.145") 1" MIN EMBED INTO CMU. ISSUE TYPE: SECTION LL/PERMIT/BID 01/20/2009 D.) WOOD PLATE ATTACHMENT TO CONCRETE SET PIN DNI 72P8S36 (0.145" FOR 2x MEMBERS. SCALE: AS NOTED E.) WOOD PLATE ATTACHMENT TO STRUCTURAL STEEL DRAWN BY: BLA X—ZF (0.145") FASTENER POINT MUST PENETRATE THROUGH STEEL MEMBER. A&E JOB NO.: 20080538 3. USE X—CR PINS WHERE CONNECTIONS ARE EXPOSED TO THE ELEMENTS, BUT ONLY SHEET TITLE: WHERE CONNECTIONS ARE EXPOSED TO THE ELEMENTS. GENERAL NOTES SHEET NUMBER: 5 1 — 0 FULL GUT REMODEL ,., , , r f ',., . f :. �, cr rs r Ott , , , Et0 DD CC BB �A I Y2 Y4 CE2) Z� _ f ---o 0— r..— 0 ( 0 ) Fj1 GAP INC. IPP- CORPORATE ARCHITECTURE / _ _ _ 850 CHERRY AVENUE / iii%iiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiriiiiiiiiiiiiiiiiiiiiiiiiiviiiiiiiiiiiiiiiiiiiiiiiiiivii�►iii I SAN BRUNO, CA 94066 Amp r imp 44 STORE NO.: I I I 5 5 2805 2-2 I S2-2 I STORE NAME: WASHINGTON SQUARE e I I I I I I STORE LOCATION: I r. I I GAP/GAP BODY, SUITE F06 is 9677 SW WASHINGTON SQUARE RD. TIGARD, OR I 97223-4452 =o ° ., GAP PROJ. I.D.: 0000044154 - - 1 PROTOTYPE V9 DATE: I I I 08/11 /08 Si., OPENING Q1 /Q2 2009 Q I i I I REVISION #1 03/04/09 ,I - _ - - _ = - = _...--_-_-_ = I I 5 2. I I S2-2 I _ _____I — 1 1 - I 1 = a m Is en _ == = �.�� / jj S I M r A i II AO i z %////////////////////////////////////////////////////////////////////////////////////// % /,�/Eiru CI 2 PP 4 AI Pr AA t IC IC :i_ :;� —1 , 4/4115/4/ 1 1� S2_� I S4-4 ii- SIM - // Ad , ::.) —— --, • ..,_ (VVçi Li _ 6 19—° /Ilk 1 7 H p S4-4 / \ o ■n° S2-2 ( Th o VAV w _ a _9f PR—' I VAV 3 //iiiiiiiiiiiiiiii AZT iiiiJJ 4 1 E _4a i PROFESSIONAL STAMP: VAV 1 II B Ilir 1 Illir � 1 ill n H 0 0 _ i L_ IREGON j ) 41E) ,‹, j a cr��- EXPIRAT ; _ � � • C,N DATE I`ii 3 I y� � VAV I, ARCHITECT INFO: ,o_ I I -0# / 5 I GieenbergFariow, - -- , �� S2-2 _J 1430 West Peachtree Street, N.W. ( I _ _O j- Suite 200 I I 00 Atlanta, GA 30309■ '� I r/ tire....a j t:404 601 4000 f:404 601 3980 I ��iiiiiiiiiiio��.vim u n I u �� n u n i /I -----—————--" ill) ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET 1 2 SCALE: AS-SHOWN S2-1G S2-1G DRAWN BY: BLA 11'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 4'-0" (VERIFY) ` VERIFY / / / f (VERIFY) / VERIFY VERIFY VERIFY (VERIFY) ABcE JOB NO.: 20080538 ( ) SHEET TITLE: 116'-6" / / KEY PLAN SHEET NUMBER: OVERALL FLOOR PLAN - A 3/16".1'-0" 1 S2 ...,_ 0 FULL GUT REMODEL .„, ,.„,.,,..„.....„,. PRE-FABRICATED PORTAL IS CONSTRUCTED W/ AN ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACH DISPLAY WALL R. AT TOP OF SUPPORT W/250S137-54 HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON Sm., @ 16" OC, TYP EA SIDE OF SUPPORT W/ (2) #10 SMS. _ El _ ,••"" wa ri; - . ... H ....111111111111.1 ..IIIIIIII. ,*4, , ...„,q ,... , , \ , \ . , . ■. , , = ED = , , . 1,:,-,„,..0 0,0•Y . !A \ wen I .1. I ....................... HDR 18 , 0 HDR 18 T NEENESE HDR 18 MEN §1§1 EWA 1 I I.0 11 - 1 k 1 .ti GAP INC. CORPORATE ARCHITECTURE 850 CHERRY AVENUE 1 **' 111 NI li■ 1 SAN BRUNO, CA 94066 0 k „ipa STORE NO.: 2805 WI 4 kl HDR 18 HDR 18 HDR 18 I II 0 E STORE NAME: WASHINGTON SQUARE Ii ' o 111 'I NM _ STORE LOCATION: It _ ____ . - - - - I I -- -N— — — — , . GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. DOUBLE STUDS 2 1 53-1 S3-1 TIGARD, OR TO SUPPORT HEADER, TW 1 97223-4452 NOTE: SEE HEADER SCHEDULE GAP PROJ. I.D.: 0000044154 ON DETAIL 1/54-1 PROTOTYPE V9 DATE: 08/11 /08 OPENING Q1 /Q2 2009 REVISION #1 03/04/09 A 45'-0" LL TO LL / / HEADER PLAN AT STORE FRONT 1/4=1-0' PRE-FABRICATED PORTAL IS CONSTRUCTED W/ AN ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACH R. AT TOP OF SUPPORT TO BOTTOM OF CONTINUOUS HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON EA SIDE OF SUPPORT W/ (2) #10 SMS. stii, = = A1114, n - -„4 .......4 , \ . \ \ , _ ■. ,... \ = . 0 0 . ED . 0 0 . = A Won / 1 1 kN f PO d- i \ c\I (-) (0. 0 CVZO C\I ,--- \CD 1 :1 1: I : 1 1 1:1 8 S4-2 . \ \ S4-3 ...._0 _..... -1- \ --,0 - . \ i :1 I: I . 1: LI , \ \ _ ymenvol - I.; 6 NI i E - PROFESSIONAL STAMP: GINE• /0 I(*. 16442P:r' T.-- cn cm C=. EMP I 1 W1 614 DATE:R' G1 6L ..'ilh\:::://1 a°1 I V 1(C)e) 1 1 ; k rum meram. I ,o ___1 .1 . _ _ _ _ _ _ _ . ARCHITECT INFO: 2 i---1 CreenbergFarrow c-...1 A 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: AS-SHOWN DRAWN BY: BLA A&E JOB NO.: 20080538 SHEET TITLE: STOREFRONT PLANS / 45'-0" LL TO LL / S 2 _ 1 G ELEVATED FLOOR FRAMING PLAN AT STORE FRONT SHEET NUMBER: 1/4"=r-Cr 2 FULL GUT REMODEL , ,. ... : . _ PRE-FABRICATED PORTAL IS CONSTRUCTED W/ AN F� f ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACHs R. AT TOP OF SUPPORT TO BOTTOM OF CONTINUOUS r A. HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON -: J J EA SIDE OF SUPPORT W/ (2) #10 SMS. , °' . 11 i 1, =O11'0 — = 1 11 1 r a n fgIa MI ;'M`N` ~ HDR 8 HDR 12 HDR 8 ;\�\��rM GAP INC. 1 8500 EC H TURF 1 1 SAN BRUNO, CAR A 94066 1 i —' — a ��. STORE NO.: \ 1 2805 .!, ikt 1 STORE NAME: WASHINGTON SQUARE h i E E. i HDR 8 HDR 12 HDR 8 ■ `11,11 ,w 0 0 ,IMAM II 1 STORE LOCATION: GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. 1-2 DOUBLE STUDS TIGARD, OR TO SUPPORT I 97223-4452 3-1 / HEADER, TYP j GAP PROJ. I.D.: 0000044154 NOTE: SEE HEADER SCHEDULE ON DETAIL 1/54-1 PROTOTYPE V9 DATE: 08/11 /08 OPENING Q1 /Q2 2009 26'-0" / HEADER PLAN AT STORE FRONT 1/4"_'r_0'1 1 PRE-FABRICATED PORTAL IS CONSTRUCTED W/ AN ADJUSTABLE PIPE SUPPORT IN EA CORNER. ATTACH R AT TOP OF SUPPORT TO BOTTOM OF CONTINUOUS HEADER W/ (4) #10 SMS (MIN) OR TO HEADER ON EA SIDE OF SUPPORT W/ (2) #10 SMS. 11 = 'n 110 - 11 r 1 ri „ 1 i` 1, PROFESSIONAL STAMP: 11 1 0 . M\�M \ 0 O rims. ro la . .. INI 1 v 4 ` o CV r n'ccD ,. ..,.. CA :III `� S4 `: __ 0.1 aim 1 ""kth ,I!.-- 0 ..... _. ND ..� �r r: 4 it yfn`, y{°q,,,,' ,rn°"�. p.; 11.1E1iNIE 1111114111M #� "'ter `4 r .. .42."?' ARCHITECT INFO: 2 C ---1 .. GreenbergFarrow S 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 el ISSUE TYPE: _� LL/PERMIT/BID 01/20/2009 SET ---" ' SCALE: AS-SHOWN DRAWN BY: RDF A&E JOB NO.: 20080538 SHEET TITLE: STOREFRONT PLANS 26'-0" / SHEET NUMBER: s 2 ....... 1 g ELEVATED FLOOR FRAMING PLAN AT STORE FRONT 1/4,=1'47 2 FULL GUT REMODEL . .. F'!,L,:,.•.,..,...,:::,,,:,, :„, 16GA BRACE :i■ STANDARD 2OGA STUDS PER SECTION, TW ';',,C,',.-:.',' -.-,:- '1„: •. -, PER SECTION, TYP Ali , .. . . EXISTING WALL STUD 16" 16GA BRACE 0 STANDARD ' O.C. TO REMAIN PER SECTION, TYP 20GA BRACE PER SECTION NIF SIM @ EA END , ., .....,...., .......,...... , . - 1 . I - ' " ' I .."-\\ ' • / ' I ' • • • I ' ' I ' 1 r I ' ) ' I • ,,,. 0 0 SI Y , t" - 3- - . , ._ . . . . . . . , . . . . , 1- _ ._., ,.,.. _ ; - _g_. f i ' h. -- t- -- ' ' - . GAP INC. 362S137-33 @ 16" OC 362S137-33 (MIN) @ 16" OC LIGHTING-- ---'44 _II - -,.-... CORPORATE ARCHITECTURE EXTEND STUDS TO FLR/ROOF EXTEND STUDS TO FLR/ROOF PER ARCH At, . . . . - . ill g ANIN--1 LIGHTING 850 CHERRY AVENUE PARTITION BEYOND 1"-- -1., . - - -: - It11-1 : . - •,.. - . 7 i IMF Mil°i) PER ARCH SAN BRUNO, CA 94066 ABOVE AND ATTACH PER 3/S4-4 ABOVE AND ATTACH PER 3/S4-4 . , . .... .-.,. . , ... 4 , ., _„ , ,1 •‘ . I PARTITION BEYOND ".- 1 —-- 16GA BRACE . STORE NO.: 2805 20GA STUDS PER SECTION PER SECTION, TYP STORE NAME: WASHINGTON SQUARE , STORE LOCATION: 2.0 ‘Lx KICKER PER 2/S4-4 @ 4'-0" OC -soNLX 01 KICKER PER 2/S4-4 @ 4'-0" OC GAP/GAP BODY, SUITE F06 ..1 5? 16GA TRACK CUT WEB, -I 1 —GYP PER ARCH 9677 SW WASHINGTON SQUARE RD. '-. , EXTEND FLANGES + ATTACH ---)k r —2 1/2" MIL. STUDS AT RECESSED STANDARD, SEE DISPLAY PANEL. ELEV IN ARCH'S DWGS TIGARD, OR TO ADJACENT STUDS W/ if FOR EXTENTS SEE ARCH FOR LOCATION & QTY 97223-4452 16GA TRACK CUT WEB, 250T125-33 W/ (1) #8 SMS EA SIDE @ , +- EA STUD 250T125-33 WI / •( EXTEND FLANGES + ATTACH (2)#8 SMS TO EA (2)#8 SMS TO EA NOTE: CONTRACTOR TO VERIFY LOCATION OF BRACES FOR STANDARDS RELATIVE TO EXIST'G STUD FRAMING. WHERE CONFLICT OCCURS SEE DETAIL 4. GAP PROJ. 1.D.: 0000044154 TO ADJACENT STUDS WI STUD (TYP TOP & BOTT) (2) 16GA WALL STUDS -- \ STUD (TYP TOP & BOTT) PROTOTYPE V9 DATE: „7 (1) #8 SMS EA SIDE @ STUDS (3-5/8” MIN) 1"=11-0" EA STUD @ EA STANDARD Jr 4 PLAN SECTION AT DISPLAY WALL 1 08/11 /08 0 A64_01 * r r (2)2505137-54 @ EA STANDARD - * , r (2)2505137-54 @ EA STANDARD OPENING Q1 /Q2 2009 . + + + + C3 X + I I + 1 I + 1 < 4- ; W/ (2) #8 SMS 1 < + m W/ (2) #8 SMS - m 111I I (TYP TOP & BOTT) -N\ \ / (TYP TOP & BOIT) \ 1 , / 2505137-33 @ / / 2505137-33 @ / All / All 16"0C WI (3) #8 SMS /I ,/ 16"0C WI (3) #8 SMS r— I / / 16GA STUDS 0 STANDARD PER SECTION, TYP 2OGA STUDS PER SECTION, TYP WI' EA END - ALT - L , / , VP EA END - ALT 1 L. ' 4/ EXISTING WALL STUD 16" DIRECTION OF KICKER A, DIRECTION OF KICKER 0.C. TO REMAIN 16GA BRACE 0 STANDARD 16GA BRACE 0 STANDARD 20GA BRACE PER SECTION AS SHOWN 250S137-54 @ 16"0C AS SHOWN , PER SECTION, TYP Pir" PER SECTION, TYP 11W111 7:-"Ilr- D "----< USE (2) STUDS @ EA / 250S137-54 @ 16"0C ,---- , . _...„.. ' 1 ' . -1 \ 1 ' '(r----- ..I -§ STANDARD LOCATION / . . I . ._ , . I . .11 . (2)250S137-54 BRACES / / 1 + (2)250S137-54 BRACES ( / + + STANDARD LOCATION .. 1 . . I , , . • • • , . ,_ ---- - @ EA STANDARD WI (4) ( / + + \ @ EA STANDARD WI (4) ± \ LIGHTING--\ \ 1 LIGHTING + 6 1 6 PER ARCH -,. 1 PER ARCH I #8 SMS EA END ' / , _ #8 SMS EA END ' L . CD X PER , .......... + + ± + I ,.,,,.....„-.1 1 (2) 16GA WALL STUDS (3-5/8"MIN) --\s. + + I I + + + + I I + + r- IMP. III I @ EA STANDARD AS ALT TO BLKG 1 \ 3625137-33 , \ \ 111 ' I. .1 I RUN THESE STUDS ABOVE CEILING @ 16 OC WI il 4\ • '-'" " . . 1 . . . . . _ AND KICK EA ONE PER 2/S4-4 ri (2)#8 SMS EA END 250S137-33 @ 16" OC LM, , illi 12 GA ANGLE CLIP WITH TWO EXISTING TRACK #8 SMS TO STUD AND 12 GA ANGLE CLIP WITH TWO / NOTCH EXISTING TRACK SHOTPIN TO SLAB #8 SMS TO STUD AND AS REQ'D FOR STUD 16GA STUDS 8c TRACK Ali + +I 01-0" A.F.F. dik SHOTPIN TO SLAB 4 4 -OA.F.F..FA Mr TYP @ EA END / FINISHED FLOOR .,, r , FINISHED FLOOR1J lb PER 6/- 0 STANDARD, TYP 20GA STUDS PER SECTION, TYP z 4 NOTE: ALL LUMBER INCLUDING PLYWOOD, WOOD BLOCKING, NOTE: WOOD TRIMS, ETC. SHALL BE FIRE-RETARDANT TREATED ALL LUMBER INCLUDING PLYWOOD, WOOD BLOCKING, GYP PER ARCH— —2 1/2" MIL. STUDS AT RECESSED STANDARD, SEE WOOD TRIMS, ETC. SHALL BE FIRE-RETARDANT TREATED DISPLAY PANEL. ELEV IN ARCH'S DWGS AS ALT TO BLKG RUN THESE STUDS ABOVE CEILING FOR LOCATION & QTY AND KICK EA ONE PER 2/S4-4 / FOR EXTENTS SEE ARCH / NOTE: CONTRACTOR TO VERIFY LOCATION OF BRACES FOR STANDARDS RELATIVE TO EXIST'G STUD FRAMING. WHERE CONFLICT OCCURS SEE DETAIL 4. PROFESSIONAL STAMP: Eai:.)T::::i_EIP:R rl DEEP DISPLAY WALL SECTION 1 1/2"=11-0" A641_101c 7 DISPLAY WALL SECTION 1 1/2"=l'-0" A641_07Ic 5 PLAN SECTION AT DEEP DISPLAY WALL 1"=11-0" A64_02 2 5,..,- ,›- t\i -- t, ,,..(,/ ,,,? , - 16442P; 1-- Er?) cp i 362T150-54 ATTACHED '4) , 3625137-54 TO WALL STUD EA FLANGE „, OPrGO A, '' (ID , WALL STUD --.- '-1,4,=',-, W/ #8 SMS AT 12"0C .x NOTCH NEW STUD MIN. 111?P? E.:\i\\-- Y L -i I II 7 REQUIRED TO SLIDE PAST EXISTING CONDUIT 250S125-43 • ---'- I I EXISTING CONDUIT TO II ARCHITECT INFO: 1 II - . RELOCATE STUD AS I REMAIN . REQUIRED AND 1 L GreenherpFarrow . I , . ,,,,,,,,SH1 IM AS REQ'D COPE FLANGES OF - A BRACE 1 'V #8 SMS @ \\I L 1 } --, I I I I •'", 1 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 /1/47-- 400T100-33 ATTACHED TO EXISTING STUD II 11 (2)250S137-54 - — STUD AT EA FLANGE W/ TO REMAIN II - - _ / @#81S2M"OSC EA SIDE KICKER W/(4) PLATE TO 11, ---r_Ai±_i (2) #8 SMS (TYP T&B) #8 SMS EA END 600T100-43 TRACK 1 , , , _ I- -I k 16GA WALL STUDS @ — A, ----- ______1/ piiii 14GA STL PLATE 11 L ISSUE TYPE: LL/PERMIT/BID 01/20/2009 PLAN STANDARD PER SECTION \ r 1 - - 1 -\ \ +--- 1 V 1 11 I FULL HT EXISTING STUD , i---- 1 , i 11 17- -41` SET .K ,I,'"---_______ STANDARD Al TO REMAIN _1 SCALE: SHT-SCALE _A L _ ___) _ J = 350T100-33 ATTACHED TO MTL STUDS W/ WHERE EXISTING STUD — PER ARCH r Y 1 . !Wii4 1 iiN A -7_41 i #8 SMS AT 12"0C DRAWN BY: BLA OCCURS SEE DETAIL 4 :1 ,--- , - , lil 1-1, [lar-------' 1-----n-----1 A&E JOB NO.: 20080538 250T125-54 i 1 WITH 2#8 L. _ W/ #10 @ 18"0C . L ONLY FOR DEEP 1 SMS EA SIDE EA FLANGE ' Or it_ _II ,. .„44.1141 lili DISPLAY WALL TYP 4_ SHEET TITLE: WALL STUDS PER ARCH - /1 IIIMIFAIENIMILILUIIIMMIIIIIIIIIIII;IIIIIILN■ OF 2/- j...__ , -TYPICAL / PARTIAL PLAN 3-5/8" MIN 2505137-54 (2)#8 +8 SMS @ 6" OC 2505137-54 EXISTING CONDUIT TO DETAILS 20GA MIN ATTACHED TO STAGGERED + REMAIN 250T137-54 EA 350T100-54 ATTACHED TO 6005250-54 FLANGE W/ MTL STUDS W/ #8 SMS SEE SECTION 6/S2-2 FOR #8 SMS AT 12"0C 250T150-54 w/ #8 SMS AT 12"0C EA LEG MORE INFORMAITON 1 @ 12" OC EA LEG ELEVATION SHEET NUMBER: S2 - 2 PLAN @ STANDARD SCALE " ''" 6 FEATURE WALL FRAMING SCALE 1"=1'-0" 3 WALL FRAMING W/ EXIST. STUD SCALE 1"=1/T ' 4 STUD SPLICE AT CONDUIT SCALE 8 ::.:-", FULL GUT REMODEL _ ... _.... _ _ - - - - - - _ _ I-- - k - - - - _ ,, ., _ I . _ • , _ $ - ,.... (E) BM (E) BM (E) JST----- I I (E) JST---Y1 -.7:1: LEASE LINE ..... (E) JST I \ LEASE LINE, (E) COL BEYOND .- I I (E) JST I I (E) COL BEYOND , . .. . ., 1... ... ... ., .. V \ \ V\ \ \ I V GAP INC.I CORPORATE ARCHITECTURE 850 CHERRY AVENUE SAN BRUNO, CA 94066 \ \ I \ \ I \ \ \ \ I I STORE NO.: 2805 I I L___ I L__ I_ _ 14'-7" A.F.F. 11 — _I AL 14'-7" A.F.F. 1111 _ _ I I STORE NAME: WASHINGTON SQUARE B.O. (E) BULKHEAD I --/ •- J I --?• B.O. (E) BULKHEAD — ,- .-- =71 STORE LOCATION: .± -1 (E) FRAMING (E) FRAMING I -N. ,41, i GAP/GAP BODY, SUITE F06 I $ 14'-0" A.F.F. $ 14'-0" A.F.F. T.O. STOREFRONT 'P:1511MEMPTIII: 1=---- ---' - T.O. STOREFRCTNT . Irlim11111111111111" ' r- - -- , , 9677 SW WASHINGTON SQUARE RD. . . , . . , I !! . TIGARD, OR . . . ' I ' I I 97223-4452 I I I ...--- ________/ I ,-- _________./ ) I • , 1 i GAP PROJ. I.D.: 0000044154 TRUSS I KICKER, SEE . 3625162-43 (E) TRUSS KICKER, SEE (E) -- ,- /1.2x2x18 GA CLIP PROTOTYPE V9 DATE: W/ ! / , 2 #10 SMS ) \ 6 © 16" OC, I \. • I 08/11 /08 INTO STL BM I . /- _ TYP I___ _ AIL 12'-0" A.F.F. -■ AL 12'-0" A.F.F. . -----1. -•1 OPENING Q1 /Q2 2 0 0 9 -Ir B.O. (E) BULKHEAD 17 B.O. (E) BULKHEAD I ii CONT 3625162-43 1.7 ..... --- CONT 362S162-43 El T. 1 ---- - r Lfr‘ .1 . tri- A#s10sEiSoMwS,N TYP . I\SIOTEE /54_ . . 1 1 I • 7 - #10 SMS, TYP REVISION 1 2/1 0/2008 A i • . • . El I AS SHOWN . . 1 FOR -4.41\._ TRACK TO MATCH STUD ,IIAL■P__ , TYPICAL HEADER i \. iM11•111 11411/1,1111.111111111111 liwimme 1111111■-■1111111111111111111111•11 L2x2x18 GA CLIP NOTE: WIDTH & GAGE W/ #10 3625162-43 I I HEADER PER PLAN CONNECTION TO POSTS I I W/ 2 #10 SMS 1 SEE 1/S4-1 FOR I SMS EA CONTACT & #10 © 16" OC h : *-4 INTO STL BM TYPICAL HEADER NIL ii I © 8" OC TO HDR TYP 10'-5)c A.F.F. $ 10'-6" A.F.F. CONNECTION TO POSTS min T.O. PORTAL B.O. MULLION I IL,Imm: . HEADER PER PLAN MIEN I B n I 9'-11Y2" A.F.F. AL 9'-11Y2" A.F.F. I I HEADER PER PLAN HEADER PER PLAN PRE-FABRICATED B.O. ENTRY B.O. ENTRY BEYOND PROVIDE FILLER BLK AS REQ'D PRE-FABRICATED I I PORTAL, PER AT PORTAL, (2) 362S162-43 I PORTAL, PER ARCH PROVIDE FILLER BLK AS STUDS W/ (2) 362T125-33 W/ ARCH I REQ'D AT PORTAL, (2) #10 SMS SCREWS EA CONTACT 3625162-43 STUDS W/ (2) ATTACH TO HDR ABOVE W/ #10 I I 362T125-33 W/ #10 SMS SMS TO HEADER STAGGERED. SCREWS EA CONTACT ATTACH I I TO HDR ABOVE W/ #10 SMS TO HEADER STAGGERED. I I I I I I I I I I PROFESSIONAL STAMP: I I HOi' <<Y1/4 ..) I ese, cs) .,‘,,‘GINEe.. WO ,..k./ -P.,,,,, I -"*. 16442P; r ca2 cn C c....1 I I tv / OREGE I I <rt 41,4i )c H 16. cP.1 I *I/O& I I EXPIRATION DATE:12i3V2sib 1 I I ARCHITECT INFO: I I I GreenbergFarrow 1430 West Peachtree Street, N.W. I Suite 200 Atlanta, GA 30309 I I t:404 601 4000 f:404 601 3980 I I AL v-11" A.F.F. , l'-11" A.F.F. , ISSUE TYPE: `IF T.O. BASE T.O. BASE I LL/PERMIT/BID 01/20/2009 SET CONCEALED CLOSER BEYOND $ 1'-6Y2" A.F.F._ I _____ V-6" A.F.F. ,'- FLOOR FLOOR T.O. SILL ar.11111111111111111111111111111111M111111111111111111111111111111111111111111111111111111 111111111111111111111 T.O. PLATFORM 1-1 SCALE: AS NOTED MOUNTED DOOR 1 To 0 COMPOSITE BASE .- STOP, CONCRETE UNDERLAYMENT/ 11 . • E.,?.. I I DRAWN BY: RDF now SEE ARCH LEVELING PATCH 1 I WOOD FLOORING A&E JOB NO.: 20080538 IC 1 lilt AND BASE, SEE JI 6'4" u., ARCH SHEET TITLE: i II., ,/iii ______02_79.1_A.F.F. WOOD FLOOR TO T.O. BASE FINISHED FLOOR \ _ SLOPE W I TYPICAL WALL SECTIONS :, ALIGN W/ JAMB II A.F.F. im Eq.,ir BEYOND I■.1 ' k......, III 1 1 muni mom u mini milIN _ _ , ANL' --- , FINISHED FLOOR 111111111111111111111111111 """I• 362T125-43 W 3/16"0 TAPCON PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, WOOD TRIM, ETC. NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, WOOD TRIM, ETC. SCREWS 1Y2" EMBED @ 32" O.C. SHALL BE FIRE-RETARDANT TREATED SHALL BE FIRE-RETARDANT TREATED SHEET NUMBER: IIIIIIIIIIIIIIIIIIII SECTION AT STOREFRONT PORTAL i".,,,,, 2 SECTION AT STOREFRONT DISPLAY i".,...0" 1 s3 1 SECTIONS SECTIONS HEADER SCHEDULE FULL GUT REMODEL MARK DOUBLE MAX SPAN STUD SIZE HDR-8 3625137-54 8'-0" HDR-12 6005137-54 12'-0" s a' Ar a'r' HDR-18 8005 137-54 18'-0" . 5 5 (E) STL BM ' ' HDR-3 3625125-54 3'-0" " (E) STL BM MIN 3625162-43 CRIPPLE STUD HDR-22 10005162-54 22'-0" � \, \-, W/(2)#10 SMS INTO DBL HDR-26 1200S162-68 26'-0" STUD AND (1)#10 SMS EA ' SIDE TO TRACK . �, T125-43 ° T { 400S137—43 PER (4)#10 SMS / '-- ---.- 16GA ANGLE OR STUD W/ © 8" OC 6.s ; _ . 362T125-43(UNO) SCHEDULE W/(2)#10 (2)#10 SMS OR SHOT PINS EA SIDE ° 18GA " Y4" MIN Z—SECTION W/(2)#1 0 SMS TO SMS TO EA KICKER GAP INC. @ 32" OC W/(2)#10 SMS EA Z—SECTION Ti / CORPORATE ARCHITECTURE OR (2)SHOT PINS (4 EA CRIPPLE STUD o 850 CHERRY AVENUE ENDS 3625 162-43 UNO SAN BRUNO, CA 94066 " ( ) TURN TRACK DOWN_� ® 16 OC, W/(2) (3)#10 SMS � STORE NO.:#10 SMS © TOP Q , . WHERE WALL ABOVE - � � 2805 '° DOES NOT EXIST CONN PERP TO BM ° STORE NAME: WASHINGTON SQUARE o °/ / / , CONN PERP TO BM , , ' ,�' \ ° STORE LOCATION: . ' GAP GAP BODY, SUITE F06 • � �- (2)2505125-54 /`� w/#10 sMS © a" ° ° 9677 SW WASHINGTON SQUARE RD. OC, STAGGERED / / , I/// ' TIGARD, OR 0 ° / / / , , ° 362T150-54 16GA ANGLE / / / , , 97223-4452 TIGARD, DBL STUD (TOP Sc BOT) W/(2)#1 2 SMS ° (E) STL BM PER SCHED EA LEG - ° ' ',' GAP PROJ. l.D.: 0000044154 (E) STL BM PROTOTYPE V9 DATE: ".""I‘Uf 1 6GA ANGLE W/ 08/11 /08 r ALT CONDITION (2)#12 SMS IN EA 4005137 43 MTL STUD HDR CONN — CONDITION © CROSS WALL LEG (T&B) OPENING Q1 /Q2 2009 PER SCHEDULE W/(2)#10 SMS TO � � 3625162-43 Pr----A---- 3621125-43(UNO) EA KICKER CRIPPLE STUD �� W/(2)#10 SMS OR 16GA ANGLE OR STUD W/ W/(2)#10 SMS SHOT PINS © 6" (2)#10 SMS OR SHOT PINS INTO DBL STUD AND OC, STAGGERED ` (1)#10 SMS EA SIDE TO TRACK PER 2/— 362S162-43(UNO) #10 SMS © TOP (3)#10 SMS J CONN PARALLEL TO BM CONN PARALLEL TO BM ° (4)#10 SMS © 8' OC ° EA SIDE ° KICKER SCHEDULE 3621125-54 MAX KICKER MIN STRONG CRIPPLE STUD � TURN TRACK DOWN KICKER SIZE* LENGTH BACK SPACING j WHERE WALL ABOVE 3621125-54 W/ ° 8" DOES NOT EXIST ° 3625162-43 6'-0" NONE REQ'D , , � ° #10 SMS © 8 OC ° ° 362S162-43 EA SIDE — USE ° 12 —0 ONE AT MID—LENGTH , ° � 2501125-54 © ° / / 3625162-43 18'-0" TWO AT 1/3 POINTS o � / � ,'/' DISP WINDOW ° ° ,,'/ OF KICKER SPAN o.. P ' / � , / / , (2)3625162-43 15'-0" NONE REQ'D ,�, ' ° 2 3625162-43 '� ° ° /,' ° BACK—TO—BACK 0 O ° 'u W/#10 SMS © 6" OC , ' ,,' W/#10 SMS © 8" OC - \ STAGGERED. USE *ALL KICKERS TO BE UN—PUNCHED i (2)250S137-54 © 16GA ANGLE W/ PROFESSIONAL STAMP: DISPLAY WINDOW. (2)#12 SMS IN EA - " " 362T150-54 16GA ANGLE LEG (T&B) .\�,\`" Si) p 1 1-ap 1 1-0ALT CONDITION�U��EN� � �Oo � _ ATACHMEW KICKER CONN _ O SI M EA LEG `.- P - 4 - 1642. E , MTL STUD HDR CONN — CONDITION © IN—PLANE WALL ' (E) STL BM BAR 2 6 2��9 ( ) ARCHITECT INFO: S (E) STL BM GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 20 -- 1.17=..:".7% AtlantaOGA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: SLOTTED TRACK SLOTTED TRACK LL/PERMIT/BID 01/20/2009 W/(2) #1 0 SMS W/(2) #1 0 SMS TO SET TO EA STUD EA STUD SCALE: SHT—SCALE DRAWN BY: RDF /I ARCH OR SECTIONS STUDS PER A&E JOB NO.: 20080538 ARCH OR SECTIONS SHEET TITLE TYPICAL CONN PERP TO BM CONN PARALLEL TO BM DETAILS SHEET NUMBER: NON=8EARING S7UD CIA.. ALT.ACHMEN7 1.447 u OPENONG WODH� " . S 4 11•11111111111111111111 3 1 TY��Q� HEAD AND CASE) Q. _ FULL GUT REMODEL „--,--,---- , ::-: . , , . .. c„ . . . . . 4 p . . :::.:.:..: ::‘.., ::::,,,, ..:,, . . ., ... „...., . , . . , .. , , IA ,.; 4 0 0 y -: 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: NOT USED ".,,yi 1 08/11 /08 - OPENING Q1 /Q2 2009 PROFESSIONAL STAMP: -4(' 7:01L6RG4EI:GN;06:::6'‘ NOT USED 1 1/T=1I-0" 7 NOT USED 1 1/2"=1I-0" 5 NOT USED 1"=1I-0" 2 _ - NOTE: MAX TRANSOM ,..11k 4, .rb LENGTH = 17'-0" '\r— LENGTH E PER 2S4-1 441itY Le‘1\ 1 EXPIRATION DATE: tli 117-01.01 16GA ANGLE W/ 362S162-43 @ 16"0.C. #2 SMS IN EA LEG 440% MAR 2 6 2009 ARCHITECT INFO: 3621125-54 W/ #10 SMS @ EA 8"SIDE OC 0 OreenbergFarrow z 1 Q 1430 West Peachtree Street, N.W. P": (..) (4) #1 0 SMS EA BLOCK Suite 200 i....., 16ga ANGLE W/ cn #10 SMS (2412 SMS IN ° 404 601 3980 tA:t41a0n4t a6,0G1 A40300030f f:— cc _ .. 6" MDF 0/ 6" PLYWOOD " - @ 120C EA SIDE (2)3621125-54 W/ EA LEG (T&B) \ 16GA WALL STUDS @ -- #10 SMS @ 8" OC ISSUE TYPE: STANDARD PER SECTION r 4.- 1 LL/PERMIT/BID 01/20/2009 ---- - 11 EA SIDE 4-:14;14,1 o SET 36JOIST 2S1 62-43 CONT W/PER PLAN WALL STUDS ---\L --J :r:41 .------ STANDARD 5"0 ROD SCALE: BY: SHT—SCALE PER ARCH %" PER ARCH W/WASHER PER ARCH , DRAWN RDF 362S125-33 \V (2) #10 EA VERT STUD MIN 20GA MIN \ 250T125-54 0 - ° A&E JOB NO.: 20080538 # SMS EA. SIDE OF EA. 362S162-43 CUT FLANGES _ ., - - W/ #10 @ 18"0C 0 SHEET TITLE: STUD — — AND BEND WEBS USE (2) EA FLANGE 4- . 4 • . 4 4 #10 SMS EA END ALIGN 1 TYPICAL . . . . . . . . . . . . . . . . 4 4 4 4 .4 4 .4 , .4 4 .4.4 .4.4 .4.4 .4.4 .,.4 4 . .4.4 . ' 4 . ' ..1, ‘ ' I* * 4 . ° . ' 4 . 4 4 . ' . \,_____ BLKG W/ EA VERT STUD # * a ,P4 0 DETAILS 4 4 4 4 4 4 4 4 4 4 0.145"0 HILTI X—DNI @ 16" O.C. 4 Al , ,,- ,- \ ------- (2)362S162-43 W/ #10 SMS @ 6" OC 11' (2)600S137-54 11 -./ . STAGGERED SHEET NUMBER: PLATFORM FRAMING PARALEL TO WALL NTS 8 PLAN @ STANDARD SCALE NTS SCALE . 54 2 6 TRANSOM HEADER AT BABY GAP 4 NOT USED 3 _ ,,,,,, _ 1",=V-10" FULL GUT REMODEL 1'-6" (VERIFY) n P � t JOIST STRUT, �• , Y4 SEE 3/S4-4 0 . , D D 20'-0", (VERIFY) 4-0 11'-0°, (VERIFY) 20'-0", (VERIFY) —� Ilillialiiitilli L , /\/\\ H — i i I � �l I� I • im%i ,i ii ----. I I„ — i■ t — °' it 4111) , \ / : . 6'8 0 Dry ..,L DUST'BM, SEE-r H -4 EXIST BM, SEE ARCH r = _ __i__� I-11- - I 1 � EXIST BM, SEE ARCH EXIST J01T , SEE ARCH I GAP INC. i � EXIST !JOISTS, SE ARCH CORPORATE ARCHITECTURE .. - 850 CHERRY AVENUE _ I SAN BRUNO, CA 94066 VAV '` • `! HANGER BY ■ I - � OTHERS, TYP L5x5X�1fi", SPAN STORE NO.: 5 VAV s- JOIST TO JOIST WIEGHT (VAV) & � R � 2805 WIEG, = 200 u3S i22,Ty(p WHERE REQUIRED = 200 . 6 list 4 I L $x5, SEE o STORE NAME: WASHINGTON SQUARE ▪ MAX E I I 2/$4-4 II 1= 200 LBS HANGER) [ _ '0� 1 STORE LOCATION: OTHERS — I „ J NEW VAV, SEE PLAN. ' ' . _ SEE MECH FOR SIZE GAP/GAP BODY, SUITE F06 TYP aTSNEW AHU, �� r — & LOCATION 9677 SW WASHINGTON SQUARE RD. SEE 2/54-4 ,, � , I i ▪ , \ I VAV I TIGARD, OR L •x5, SEE MAX IEGHT VAV ` ,— ' 2 .4-4 I 1 97223-4452 MAX WIEGHT = 2 1 3 I Z' I I I i = 200 LBS I 0 EXIST BM, SEE ARCH ° ' IXIST BM, SEE ARCH — , !' — xisi BU, SEE ARCH - _ I GAP PROJ. I.D.: 0000044154 17 CONV. I� • I I PROTOTYPE V9 DATE: EXIST. FLOOR WF GIRDERS & JOISTS 4 .. 08/11 /08 • VAV 2 NEW ANGELS TO SUPPORT AHU & T� 4 ( - 2 FOR MORE OPENING Q1 /Q2 2009 PLATFORMS BETWEEN EXIST. FLOOR _ I Max WIEGHt INFORMATION GIRDERS/JOISTS _ = 200 Les ". SEE 3/S4-4 ,I EXIST JOIST , SEE ARCH • HANGERS BY OTHERS ATTACHED TO ADDED •( ANGELS ---1 ♦I t I I i \iiip NOTES: 1. SIZES & LOCATIONS OF EXISTING FLOOR WF GIRDERS & JOISTS SHALL BE VERIFED BY CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO ATTENTION OF STRUCTURAL ENGINEER 2. ALL EXISTING STRUCTURAL STEEL FOR WF GIRDERS & JOIST WAS ASSUMED TO BE A 572 (Fy = 50KSI) (TO BE VERIFIED) 3. CONNECTIONS BETWEEN EXISTING GIRDERS WITH JOISTS, ASSUMED HAVING AT LEAST 3-3/4"O A325 BOLTS (TO BE VERIFED) PARTIAL ROOF FRAMING PLANS 1 SECTION AT NEW VAV - 2 WHERE DIM. "A" IS EQUAL TO OR GREATER THAN 6" „A„ FIELD INSTALL L2X2X1/4 / AS SHOWN LOAD PROFESSIONAL STAMP: a' 1644 f/,- - LOAD 1 STEEL JOIST I 3/16" 1 1/2" 3/16"/ 1 1/2" ' lk 47 OhErI N � ,, 'CH 16..A\' . 'iRATIQL.. ; 't2 t/2�,:c NTS 1 1/2"=1'-0" 3/4"=1'-0" 3/4"=1'-0" MAR 2 6 2019 TYPICAL JOIST LOAD STRUT DETAIL 3 NOT USED - 4 NOT USED - 5 NOT USED 6 ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: DRAWN BY: BLA A&E JOB NO.: 20080538 SHEET TITLE: ROOF FRAMING PLAN & AHU PLATFORMS SHEET NUMBER: NOT USED =V-0" 7 NOTUSED = - 8 NOTUSED _ 9 NOTUSED 10 ...... S 4 4 FULL GUT REMODEL MECHANICAL DRAWING SCHEDULE SYMBOLS TITLE SYMBOLS •MO-0 MECHANICAL NOTES AND LEGEND MAGNETIC MOTOR STARTER COIL �� N M1 D-0 DEMOLITION MECHANICAL PLAN ON 4— • M1-0 MECHANICAL PLAN –4--oOFF 3-POSITION SWITCH M2-0 MECHANICAL SCHEDULES AUTO 0--. . - MOTORIZED DAMPER \\\\\\\ A�� M2-0a MECHANICAL SCHEDULES I 2-WAY CONTROL VALVE M2-1 MECHANICAL DETAILS - �- OPENS ON PRESSURE RISE M2-la MECHANICAL ELEVATIONS 3-WAY CONTROL VALVE \I M2-lb MECHANICAL DETAILS 0 0— OPENS ON TEMPERATURE RISE k\\ M3-0 PLUMBING PLAN AND NOTES ACCESS PANEL. SEE ARCHITECTURAL M4D-0 DEMOLITION FIRE SPRINKLER PLAN DRAWINGS . \ Ii P & T RELIEF VALVE . ,� � M4-0 FIRE SPRINKLER PLAN M5-0 MECHANICAL SPECIFICATIONS I[I BUTTERFLY VALVE --CF— PILOT LIGHT \\.\\\ , M5-1 MECHANICAL SPECIFICATIONS N•I CHECK VALVE --a) P.O.C.: POINT OF CONNECTION GAP INC. M5-2 MECHANICAL SPECIFICATIONS 0 CEILING EXHAUST FAN 0 PRESSURE GAGE CORPORATE ARCHITECTURE 850 CHERRY AVENUE - o-- CLOSES ON PRESSURE RISE ® RELAY SAN BRUNO, CA 94066 APPLICABLE CODES CLOSES ON TEMPERATURE RISE RETURN DUCT ELBOW UP OR DOWN STORE NO.: 2805 HAVING JURISDICTION OVER THIS PROJECT BUILDING CODE IBC 2006; 2006 OM ' ' COMBINATION FIRE/SMOKE DAMPER Z RETURN GRILLE STORE NAME: WASHINGTON SQUARE f - MECHANICAL CODE IMC 2006 DT4 COMBINATION BALANCE/SHUT-OFF GE ROUND DUCT - DOWN STORE LOCATION: PLUMBING CODE IPC 2006 ELECTRICAL CODE _ NEC 2002 *1` G + 0--"S ROUND DUCT - UP GAP/GAP BODY, SUITE F06 CONCENTRIC DUCT TRANSITION � / FIRE & LIFE SAFETY CODE 2006 METRO FIRE CODE (NFPA-1) 9677 SW WASHINGTON SQUARE RD. ENERGY CODE IECC 2006 N CONTROL DAMPER - TIGARD, OR 0 CONTROL RELAY SOLENIOD _ SECTION SYMBOL 97223-4452 DETAIL SYMBOL E SIDEWALL MOUNTED SUPPLY REGISTER GAP PROJ. I.D.: 0000044154 SPRINKLER SUBMITTAL REQUIREMENTS I>'<1-3 DRAIN VALVE I SUPPLY DIFFUSER - 4-WAY THROW PROTOTYPE V9 DATE: 0 DUCT MTh. SMOKE DETECTOR 08/11 /08 V SUPPLY DIFFUSER - 2-WAY THROW DUCT MOUNTED OPENING Q1 /Q2 2009 THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS SUPPLY REGISTER AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL SUPPLY DUCT ELBOW UP OR DOWN APPROVAL OF HEAD LOCATIONS AND TYPES. IL D IL DUCTWORK TRANSITION - THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING RECTANGULAR TO ROUND TEMP/LTG CONTROL PANEL (TLCP) COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ON S O TEMP. SENSOR - MOUNT 48" AFF ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN ' ECCENTRIC DUCT TRANSITION UNTIL ALL APPROVALS HAVE BEEN RECEIVED. ELECTRIC BASEBOARD HEATER (EBBH) 0 THERMOMETER KIIEQUIPMENT SYMBOL THERMOSTAT - MOUNT 48" AFF EQUIPMENT SYMBOL AIR CURTAIN FAN SPEED CONTROLLER ® MOUNT 48" AFF IL IL FLEXIBLE DUCT CONNECTION IQQ.QQ.QQJ TRANSFORMER -/ V r- FLEXIBLE DUCT Oa 46 FIRE DAMPER N_ TURNING VANES F —n-n-- FUSE III UNION >T<1 GATE VALVE _ HVAC GENERAL NOTES ,,r,, GLOBE VALVE — -""" UNIT HEATER (UH) 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE INLINE PUMP -fElli VD VOLUME DAMPER MECHANICAL AND ELECTRICAL DRAWINGS SHALL REFER TO THE GENERAL CONTRACTOR. INTERNALLY LINED DUCT Y-STRAINER 2. THE CONTRACTOR FOR THE DIVISION OF WORK IS REQUIRED TO READ THE MATRIX LEGEND DRAWINGS FOR ALL DIVISIONS SPECIFICATIONS OF WORK AND Sal RESPONSIBILITY O RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S MECHANICAL ABBREVIATIONS PROFESSIONAL STAMP: STOREFRONT EXTRUSION 0 GC FACTORY FINISHED RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS: S��EO PR L= LANDLORD 3. ALL ROOF CUTTING PATCHING AND FLASHING REQUIRED Al ANALOG INPUT AT GIN Z T- o= OWNER(GAP INC. J FURNISHED BY —1 COMMENTS TO INSTALL THE HVAC SYSTEMS SHALL BE BY A AO ANALOG OUTPUT ••. $z�'11 9 I ITEM I--- GC=GENERAL CONTRACTOR APPROVED ROOFING CONTRACTOR. AUX AUXILLIARY I INSTALLED BY COORDINATE ROOF PENETRATION REQUIREMENTS WITH AWG AMERICAN WIRE GAUGE LANDLORD LANDLORD AND G.C. VERIFY SCOPE OF WORK WITH G.C. CD CONTROL DAMPER PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS COM COMMON k °I! 12 _00� .IL , DIRECTED BY G.C. CV CONTROL VALVE Si. CV VALVE COEFFICIENT I ,VW- RESPONSIBILITY 4. THE CONTRACTOR SHALL COORDINATE WITH G.C. ON ANY DC DIRECT CURRENT EXIT Lr�. MATRIX ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT DI DIGITAL INPUT MECHANICAL EQUIPMENT PER DETAILS SHOWN ON DO DIGITAL OUTPUT -•0.5/1 STRUCTURAL PLANS. THE CONTRACTOR SHALL EA EXHAUST AIR ITEM FURNISHED BY INSTALLED BY COMMENTS COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. EOL END OF LINE ARCHITECT INFO: AND LANDLORD. VERIFY SCOPE OF WORK WITH G.C. FACP FIRE ALARM CONTROL PANEL PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS FDM FLOW DISPLAY MODULE VAV BOXES 0 GC DIRECTED BY G.C. FM FLOW METER GreenbergFarrow GND GROUND VAV BOX THERMOSTAT 0 GC 5. THE CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, H HOT 1430 West Peachtree Street, N.W. PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO HOA HAND OFF AUTO Suite 200 REMAIN, IS FULLY REMOVED AND NOT ABANDONED. HR HEATING RELAY Atlanta, GA 30309 COORDINATE REQUIREMENTS WITH G.C. AND LANDLORD. L LINE VOLTAGE t:404 601 4000 f: 404 601 3980 REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LS LIQUID SENSOR REMARKS: VERIFY SCOPE OF WORK WITH G.C. PRIOR TO BID AND MD MINIMUM OR MODULATING CONTROL DAMPER 1. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH VENDOR. STANDARD INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. MIN MINIMUM ISSUE TYPE: SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE MOD MODULATING LL/PERMIT/BID 01/20/2009 6. PROVIDE ALL LOW VOLTAGE CONTROL WIRING FOR THE N NEUTRAL SET GENERAL CONTRACTOR. TEMPERATURE CONTROL SYSTEM. COORDINATE WITH THE NC NORMALLY CLOSED ELECTRICAL CONTRACTOR FOR CONTROL SYSTEM CONDUIT NO NORMALLY OPEN SCALE: AS NOTED AND POWER REQUIREMENTS. COORDINATE EXACT OA OUTDOOR AIR DRAWN BY: AEH NOTE: LOCATION WITH THE G.C. FOR ALL TEMPERATURE OL OVERLOAD CONTROL COMPONENTS. OVR OVERRIDE A&E JOB NO.: 20080538 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY OWNER AND/OR PT PROGRAMMABLE THERMOSTAT LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR 7. PROVIDE IDENTIFICATION ON ALL HVAC EQUIPMENT. RA RETURN AIR SHEET TITLE: LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY PROVIDE STENCIL WITH A MINIMUM OF 4" HIGH BLACK RES RESISTOR VARIATION BY SCOPE OF WORK RESPONSIBILITY. SPRAY PAINTED LETTERS, INDICATING TENANTS NAME, RVR REVERSING VALVE RELAY MECHANICAL NOTES HVAC UNIT NUMBER AND SPACE NUMBER, VERIFY SD SUPPLY DIFFUSER AND LEGEND 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. ADDITIONAL REQUIREMENTS WITH LANDLORD. SMD SMOKE DETECTOR TDM TEMPERATURE DISPLAY MODULE 8. CONTRACTOR TO VERIFY THAT ALL ITEMS ON TS TEMPERATURE SENSOR CONTRACTOR CHECKLIST ARE COMPLETED PRIOR TO MEP V VOLT COMMISSIONING. CONTRACTOR WILL RECEIVE VA VOLT AMPERE CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID VAC VOLT ALTERNATING CURRENT SHEET NUMBER: DOCUMENTS. WSHP WATER SOURCE HEAT PUMP X TRANSFORMED XMFRTRANSFORMER M 0 111111111•111=11 0 WMS WIRE MESH SCREEN FULL GUT REMODEL ,,,,, i \'\\\\\`\\N\ _ N , . kN • \ \ -\\-\\7, E ., : - :�� E 480 EXISTING GAP INC. MALL SUPPLY AIR DUCT CORPORATE ARCHITECTURE 850 CHERRY AVENUE . SAN BRUNO, CA 94066 • . �., . HVAC CODED NOTES'': 4':•.\R.:es.:.::: ia• Kati'`\ • ``\,,\�'\',1, ... ....................... � .aa aaaoaav�aa avaoaava 1 • - STORE NO EE .� :. � :. ;� — BB ..../— ".%•-• Z Y �Y2 DD CC �•RD 1• Y4• .. :.E 300 :.: ..A (ioo) - ING ' PLACE "AS-BUILT" MECHANICAL DRAWINGS IN DRAW ::: :;:_::::>;; TUBE. REFER TO SPECIFICATIONS FOR ADDITIONAL STORE NAME: WASHINGTON SQUARE .................................................................................................................... ........---------.....--'---'---- ii:ii::::.:::.:.:.::::::::::•:::.:.:::::.:::::.:.:.:.:.:.:.:.:.:.:•:::::::: R E UIREMENTS. (101) DA STORE LOCATION. DASHED LINE AROUND HVAC EQUIPMENT REPRESENTS SD 2 Q E ..101 .w ::........;:....::......:..:..:.. ..,.,,,,.,...,..:::.:..:,„...RD1,..... ...:.....; :• RD-1 :: 188 MANUFACTURERS RECOMMENDED CLEARANCES FOR BODY, SUITE 42-:,1 `:..• 300 600 500 4-0” EQUIPMENT MAINTENANCE. IT IS THE MECHANICAL GAP/GAP B ITE F06 ''``'G 9677 SW WASHINGTON SQUARE RD. '' CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SERVICE 10 12 CLEARANCES THE FULL HEIGHT OF THE UNIT IN THIS TIGARD OR SD-1 ►E SD-1 SD-1 . AREA AND TO PROVIDE ACCESS TO THESE AREAS f _.. 6 450 -..1... 288 59 SUBJECT TO G.C.'S APPROVAL. SHOULD FREE AREA 97223-4452 (310)e 8"0 UP : : 250 NO CONNECT TO T BE AVAILABLE CONTACT G.C. S FOR FURTHER 0 EXISITING ,� GAP PROD. I.D.. 0000044154 Agri INSTALLATION REQUIREMENTS s ::: ::. ::: 100 ,a, N \VW 1111111 ,:: TYP.:: e : < CONTRACTOR TO PROGRAM HVAC EQUIPMENT 2_1, N (102) PROTOTYPE V9 DATE:• " a:„:,:, •;;:;.., r THERMOSTAT, INITIAL OPERATION HOURS AND ...:.............,<:.:,>:.:::.:<.;>«:.:...::: ::..:;.:;.:;.::... :.;..... s OPERATIONAL HOURS 08/11 /08 "•:6... "fib SD-2 ” " q TEMPERATURE SET POINTS. ADJUST OPERATIO " � :i 10 12 12 WHEN OBTAINED BY GENERAL CONTRACTOR.,: PIRD I ... •! _ 18$ _ _y SD 2 SD 1 ►� SD--1 SD 1 , • :` 188 289 f `' 596 451 ' OPENING Q1 Q2 2009 I-1 TQ-2 " 8"o TG-•2 g -' s:.; :•:::: ::: :::::: 1 REVISION #1 03/04/09 0 .� :;:: : D-1 Rd-1 NQT USED 300 (103) RD-1 •: © < :> t 300 .. �... :::: :: ;:: ::; . .:.:;:. :: ;::;:.. :; ... ::: �:::;;>:;; -.. -... :: :�" 00 .....E-�500 . . . . K"-ii .::.. <:> >:. ..:,:. :: � : • . :: .:�:. . ...:::..:.:.:.::. NOT USED 100 r (104) 44 ..:: ?i :T iii:.}.;:.;:.}}:•:::{:.}::.:.::.:..:..:::.ii:•i::;:.}.;:,:.?'•::.;:.i'•i:•i:::<.:•j•i:.'•ii'::.i'•ii: �:.::•is: ::y :..}..};.±:.}.}.;?::.;..;..;;:�•.:.i:•`:-i';i:•iY-i'-i:;i:'::':>.Y;: :::'... ...... . ...>:.::.;....::" :.:. (105) NOT • .- ..:::: :..: ::::: :::. ..... ... ,:.:.T :• • USED :.. . . ;. ...:.. . :>:::: .:>:>: .: :....:.:.. .... ................:.:.................:.:.................::.................::.:.......................::..................... $00 � ::. x-00 � ..... ...... ..... ...... ..... ...... ..... ..�, � ,� S :::. .�- VAV-1 e • R -1 �` , - 0 CARRIER THERMOSTAT PROVIDED WITH VAV BOX >:: : 104 r S RD 1 3 3 0 12"x12" ..... - " _. VP. _ d. 102 Q( VAV 5 " RD 1 " 700 102 300 ::..... 100 :» 14 800 14"0 (301) NOT USED :: SD 1 SD 1 ;:;:. SD-1 7 • 71. •:: .,..• <..:..:::. : ;::::> : �' 339 / f 520 519 (302) NOT USED :.. ...... -. -- ----- 95 f' O.14561 .. . (303) NOT USED•d- 12"� 16"�y VD . :> : :><: . Vir Ina i :::::::],::::::- - VDI____ : iii' 304 NOT USED ......::::: :::: • :::: / GD r i i. �, : : :: 16"� SD-1 // (305) FIRE DAMPER WITH ACCESS DOOR IN DUCT PENETRATING • \\ / 339 _ FIRE-RATED PARTITION. LABEL ACCESS DOOR WITH 2" HIGH 16"0 164 20"� v N 2 STENCILED LETTERS IN BLACK ENAMEL PAINT DESIGNATING • �` VOA ,� 14"� - "FIRE DAMPER ACCESS". LOCATE ACCESS DOOR IN q :.....::..::.:...:::::.:'::......::...:..:,.:.::.:.:.::::.:.::::.:.::. .:.:.::,..:.::::.:.::.:.:.:.:.:.:.:::.,....... 20...x.. :> STOCK N cof� :;;;:.::.::>:;::.;:::.;:.::.::.:::.:::;.:::.::.::.::.:::.:::.;:.:;::..:.::..:.::.::.::<..;..::;:..;..;.::.; STOCKROOM._ 519 200 • 14 0 520 VD .... - N (306) NOT USED t0 N ''' c ': r r. r 140 I ' 18"0 18"� E E9-1 307 NOT USED. SR-1 d. ::: II N ::; :: 12"y8 :::::::::::: :....:...:.: 95 .. S 102 300 I :'� (308) NOT USED. <102 300 �- * _ :.:." : 102 300 r : 302 .. .� 305 .....:..:....................................... ;..:: _ ..,:................................ ......��•�:: .......,................................... ��'�� VAV 2 �<::<: � :::: 2-1• ,� VAV-4 VAV-3 1 :.. 12 (309) NOT USED 1401 00 18"R� 18"� 18"� ` N ,; (310) ROUTE TOILET EXHAUST DUCT TO CONNECT TO MALL ::: SD-1 SD-1 • SD-1 456 339 ' �, EXHAUST DUCT. COOR EXACT LOCATION. : E SD-1 519 " is • ::;•; � ' 28 : • ' 520 ; :::;:. :::<:...,. NOT USED """ " w PROFESSIONAL STAMP: ::,:' 28"0 -•..: tin 24"X48" AC••q PROVIDE ACCESS DOOR IN CEILING TO ACCESS 0.40 -�- - RD 1 RD 1 FAD 1 MECHANICAL EQUIPMENT. D R E Q ................:: .. 800. :::;� .. 800 � ::::•:: ... �. F . \ :..:11.5.. � , ::::::: 820.1P. v� is. ORE G ywk121'1% " goo MECHANICAL FLOOR PLAN �tP � �-tor DUCTWORK SUBMITTAL REQUIREMENTS M1-0 1/8" = 1'-0" >1.).AS/Or ARCHITECT INFO: 1. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALLBE LINDAB, UNITED MCGILL OR SEMCO DUCT SYSTEMS CONSISTING reen er arrow OF FITTINGS THAT ARE FACTORY FITTED WITH A SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE USE OF 1430 West Peachtree Street, N.W. DUCT SEALER. MATERIALS: ALL DUCT AND FITTINGS SHALL BE G-90 OR Suite 200 G-60 GALVANIZED. SURVEY INFORMATION Atlanta, GA 30309 2. SUBMITTALS: SUBMIT MANUFACTURER'S DUCT SYSTEM CATALOG DATA t:404 601 4000 f:404 601 3980 FOR REVIEW AND APPROVAL. SUBMIT SHALL INCLUDE DUCT, FITTING SPACE IS LOCATED ON LEVEL. • 2 A AND SELF SEAUNG GASKET CATALOG INFORMATION. ISSUE TYPE: FINISHED FLOOR TO BOTTOM OF DECK ABOVE IS APPROX... . 30'-0" LL/PERMIT/BID 01/20/2009 FINISHED FLOOR TO BOTTOM OF LOWEST STRUCTURAL MEMBE- SET (STEEL OR CONCRETE BEAMS) IS APPROX 17'-10" SCALE: AS NOTED FINISHED FLOOR TO BOTTOM OF JOIST IS APPROX 17_10" DRAWN BY: AEH ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED A&E JOB NO.: 20080538 ON THE DRAWINGS. SHEET TITLE: NOTE: CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD MECHANICAL PRIOR TO BIDDING WORK. ANY CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE BROUGHT TO PLAN THE ATTENTION OF G.C.'S CONSTRUCTION MANAGER OR BE INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO APPROVAL BY G.C.'S CONSTRUCTION MANAGER. SPACE WAS NOT SURVEYED: DESIGN BASED ON LANDLORD INFO SHEET NUMBER: M 1 --. 0 FULL GUT REMODEL Air System Sizing Summary for BLOCK LOAD Air System Sizing Summary for VAV-1 Air System Sizing Summary for VAV-4 ...,..„. ,,,, Air System Information Air System Information Air System Name VAV1 Number of zones 1 Air System Name VAV4 Number of zones 1 Air System Information Equipment Class UNDEF Floor Area 1875.0 ft2 Equipment Class UNDEF Floor Area 2157.0 ft2 Air System Name Block Number of zones 1 Air System Type VAV Location Portland,Oregon Air System Type VAV Location Portland, Oregon Equipment Class UNDEF Floor Area 8187.0 ft2 Air System Type VAV Location Portland,Oregon Sizing Calculation Information Sizing Calculation Information Zofle and Space Sizing Method: Zone and Space Sizing Method ,. N Zone and Space Sizing,Method: b, \, Zone CFM Peak zone sensible load Calculation Months Jan to Dec Zone CFM Peak zone sensible load Calculation Months Jan to Dec Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Space CFM Coincident space loads Sizing Data Calculated Sizing Calculation information Space CFM Coincident space loads Sizing Data Calculated x \ Central Cooling Coil Sizing Data Central Cooling Coil Sizing Data Central Cooling Coil Sizing Data GAP INC. Total coil load 3.6 Tons Load occurs at Jul 1900 Total coil load 3.9 Tons Load occurs at Jul 1900 CORPORATE ARCHITECTURE Total coil load 16.3 Tons Load occurs at Aug 1200 Total coil load 43.7 MBH OA DB/WB 82.7/64.6 °F Total coil load 46.7 MBH OA DB/WB 82.7/64.6 °F 850 CHERRY AVENUE Total coil load 195.6 MBH OA DB/WB 85.0/65.4 °F Sensible coil load 38.7 MBH Entering DB I WB 71.3/61.1 °F Sensible coil load 41.2 MBH Entering DB/WB 71.5/61.2 °F Sensible coil load 176.1 MBH Entering DB/WB 71.4/60.8 °F SAN BRUNO, CA 94066 Coil CFM at Aug 1200 9772 CFM Leaving DB/WB 54.7/53.7 °F Coil CFM at Jul 1900 2202 CFM Leaving DB/WB 55.0/54.0 °F Coil CFM at Jul 1900 2314 CFM Leaving DB/WB 55.0/54.0 °F Max block CFM at Jul 1900 9772 CFM Coil ADP 52.8 °F Max block CFM at Jul 1900 2202 CFM Coil ADP 53.2 °F Max block CFM at Jul 1900 2314 CFM Coil ADP 53.2 °F Sum of peak zone CFM 9772 CFM Bypass Factor 0.100 Sum of peak zone CFM 2202 CFM Bypass Factor 0.100 Sum of peak zone CFM 2314 CFM Bypass Factor 0.100 STORE NO.: 2805 Sensible heat ratio 0.901 Resulting RH 55 % Sensible heat ratio 0.886 Resulting RH 56 % Sensible heat ratio 0.882 Resulting RH 56 % ft2/Ton 502.3 Design supply temp. 55.0 °F ft2/Ton 514.6 Design supply temp. 55.0 °F ft2/Ton 553.9 Design supply temp. 55.0 °F BTU/(hr-ft2) 23.9 Zone T-stat Check 0 of I OK BTU/(hr-ft2) 23.3 Zone T-stat Check 0 of 1 OK BTU/(hr-ft2) 21.7 Zone T-stat Check 0 of 1 OK STORE NAME: WASHINGTON SQUARE Water flow @ 10.0 °F rise 39.14 gpm Max zone temperature deviation 1.3 °F Water flow @ 10.0 °F rise 8.75 gpm Max zone temperature deviation 1.2 °F Water flow @ 10.0 °F rise 9.35 gpm Max zone temperature deviation 1.4 °F STORE LOCATION: Supply Fan Sizing Data Supply Fan Sizing Data Supply Fan Sizing Data GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. Actual max CFM at Jul 1900 9772 CFM Fan motor BHP 1.42 BHP Standard CFM 9758 CFM Fan motor kW 1.06 kW Actual max CFM at Jul 1900 2202 CFM Fan motor BHP 0.00 BHP Actual max CFM at Jul 1900 2314 CFM Fan motor BHP 0.00 BHP TIGARD OR Actual max CFM/ft2 1.19 CFM/ft2 Fan static 0.50 in wg Standard CFM 2198 CFM Fan motor kW 0.00 kW Standard CFM 2311 CFM Fan motor kW 0.00 kW 1 Actual max CFM/ft2 1.17 CFM/ft2 Fan static 0.00 in wg Actual max CFM/ft2 1.07 CFM/ft2 Fan static 0.00 in wg 97223-4452 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person Outdoor Ventilation Air Data CFM/ft2 0.00 CFM/ft2 Outdoor Ventilation Air Data GAP PROJ. I.D.: 0000044154 Design airflow CFM 0 CFM CFM/person 0.00 CFM/person Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 CFM/ft2 0.00 CFM/ft2 PROTOTYPE V9 DATE: 08/11 /08 • . . OPENING Q1 /Q2 2009 Zone Sizing Summary for BLOCK LOAD Air System Sizing Summary for VAV-2 Air System Sizing Summary for VAV-5 Air System information Air System Name Block Number of zones 1 Air System Information Air System Information Equipment Class UNDEF Floor Area 8187.0 ft, Air System Name VAV5 Number of zones 1 Air System Name VAV2 Number of zones 1 Air System Type VAV Location Portland,Oregon Sizing Calculation Information Equipment Class UNDEF Floor Area 1440.0 ft2 Equipment Class UNDEF Floor Area 1275.0 ft2 7.ors.,-...5:-,•:J S.;)42 Sizing Meth.A; Air System Type VAV Location Portland, Oregon Air System Type VAV Location Portland, Oregon Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Sizing Calculation Information Sizing Calculation Information Zone Sizing Data Zone and Space Sizin Method: Zone and Space Sizing Method: g Maximum Design Minimum Time Maximum Zone Cooling Air Air of Heating Floor Zone CFM Peak zone sensible load Calculation Months Jan to Dec Zone CFM Peak zone sensible load Calculation Months Jan to Dec Sensible Flow Flow Peak Load Area Zone Space CFM Coincident space loads Sizing Data Calculated Space CFM Coincident space loads Sizing Data Calculated Zone Name (MBH) (CFM) (CFM) Load (MBH) (ft2) CFM/ft2 Zone 1 154.2 9772 2931 Jul 1900 10,0 8187.0 1.19 Central Cooling Coil Sizing Data Central Cooling Coil Sizing Data Zone Terminal Sizing Data Reheat Zone Zone Total coil load 3.3 Tons Load occurs at Jul 1900 Total coil load 1.6 Tons Load occurs at Jul 1200 Reheat Coil Htg Htg Mixing Total coil load 18.8 MBH OA DB/WB 85.0/65.4 °F Total coil load 39.4 MBH OA DB/WB 82.7/64.6 °F Coil Water Coil Water Box Fan Sensible coil load 17.5 MBH Entering DB/WB 73.5/61.4 °F Load gpm Load gpm Airflow Sensible coil load 35.5 MBH Entering DB/WB 71.1 /60.9 °F Coil CFM at Jul 1200 881 CFM Leaving DB/WB 55.0/53.9 °F Zone Name (MBH) @ 20.0°F (MBH) @ 20.0 T (CFM) Coil CFM at Jul 1900 2052 CFM Leaving DB/WB 55.0/54.0 °F Max block CFM at Jul 1900 881 CFM Coil ADP 52.9 °F Zone 1 51.1 5.11 0.0 0.00 9772 Max block CFM at Jul 1900 2052 CFM Coil ADP 53.2 °F Sum of peak zone CFM 881 CFM Bypass Factor 0.100 Sum of peak zone CFM 2052 CFM Bypass Factor 0.100 Space Loads and Airflows Sensible heat ratio 0.933 Resulting RH 51 % Sensible heat ratio 0.902 Resulting RH 56 °AD ft2/Ton 813.5 Design supply temp. 55.0 °F Cooling Time Air Heating Floor ft2/Ton 439.0 Design supply temp. 55.0 °F Zone Name/ Sensible of Flow Load Area Space BTU/(hr-ft2) 27.3 Zone T-stat Check 0 of 1 OK BTU/(hr-ft2) 14.8 Zone T-stat Check 0 of 1 OK Space Name Mult. (MBH) Load (CFM) (MBH) (ft2) CFM/ft 2 Water flow @ 10.0 °F rise 7.88 gpm Max zone temperature deviation 1.0 °F Water flow @ 10.0 °F rise 3.76 gpm Max zone temperature deviation 3.4 °F Zone 1 VAV1 Adult Front Sales 1 21.4 Jul 1900 1356 1.4 1136.0 1.14 VAV1 Body Front Sales 1 14.2 Jul 1900 901 0.8 689.0 1.31 VAV2 Adult Main Sales 1 14.4 Jul 1900 912 1.1 915.0 1.00 Supply Fan Sizing Data Supply Fan Sizing Data VAV2 Body Main Sales 1 18.8 Jul 1900 1191 0.6 525.0 2.27 VAV3 Adult Cashwrap 1 24.6 Jul 1900 1558 1.1 915.0 1.70 Actual max CFM at Jul 1900 881 CFM Fan motor BHP 0.00 BHP VAV3 Body Rear Sales 1 9.1 Jul 1900 577 0.6 52576 1.10 Actual max CFM at Jul 1900 2052 CFM Fan motor BHP 0.00 BHP VAV4 Adult Rear Sales 1 24.6 Jul 1900 1559 1.6 1335.0 1.17 Standard CFM 2049 CFM Fan motor kW 0.00 kW Standard CFM 880 CFM Fan motor kW 0.00 kW . - VAV4 DManager's Office 1 3.9 Jul 1900 250 0.2 155.0 1.61 Actual max CFM/ft2 0.69 CFM/ft2 Fan static 0.00 in wg Actual max CFM/ft2 1.42 CFM/ft2 Fan static 0.00 in wg VAV4 Fitting Area 1 8.9 Jul 1900 564 0.8 667.0 0.85 VAV5 Corridor 1 0.7 Jul 1900 42 0.2 129.0 0.32 Outdoor Ventilation Air Data VAV5 Restroom 1 0.6 Jul 1900 41 0.2 132.0 0.31 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person VAV5 Restroom Corridor 1 1.0 Jul 1900_ 62 0.1 75.0 0.82 Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 VAV5 Stockroom 1 3.1 Jul 1900 195 1.0 829.0 0.24 CFM/ft2 0.00 CFM/ft2 PROFESSIONAL STAMP: VAV5 Manager's Office 1 8.9 Jul 1900 563 0.1 110.0 5.12 v PROFE ' AN Air System Design Load Summary for BLOCK LOAD Air System Sizing Summary for VAV-3 Design Weather Parameters 8245, .1 --$7 iff / 0 Design Parameters: ORB I ti DESIGN COOLING DES1C-N HEATING Air System Information 0 ...k COOLING DATA AT Aug 1200 HEATING DATA AT DES HTG Air System Name VAV3 Number of zones 1 City Name Portland °V 12 2--- 40 , • , 4.1 COOLING OA DB/WB 85.0°F165.4°F HEATING OA DB/WB 22.0 °F/18.4°F Equipment Class UNDEF Floor Area 1440.0 ft2 Location Oregon 4 ?Ai Sensible Latent Latent Sensible Latent Air System Type VAV Location Portland, Oregon Latitude 45.6 Deg. ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/Mr) Longitude 122.6 Deg. EXP. 6 ' Window&Skylight Solar Loads 0 ft2 0 0 ft2 - - Sizing Calculation Information Elevation 39.0 ft 3/1S/07 Wall Transmission 0 ft2 0 - 0 ft2 0 - Zone and Space Sizing Method: Summer Design Dry-Bulb 90.0 °F ARCHITECT INFO: Roof Transmission 0 ft2 0 0 ft2 0 - Summer Coincident Wet-Bulb 67.0 °F Window Transmission 0 ft2 0 - 0 ft2 0 Summer Daily Range 21.6 °F Skylight Transmission 0 ft2 0 - 0 ft2 0 - Space CFM Coincident space loads Sizing Data Calculated Winter Design Dry-Bulb 22.0 °F GreenbergFarrow Zone CFM Peak zone sensible load Calculation Months Jan to Dec Door Loads 0 ft2 0 - 0 ft2 0 - Winter Design Wet-Bulb 18.4 °F Floor Transmission 8187 ft2 0 - 8187 ft2 0 - Central Cooling Coil Sizing Data Atmospheric Clearness Number 1.05 1430 West Peachtree Street, N.W. Partitions 0 ft2 0 - 0 ft2 0 - Average Ground Reflectance 0.20 Suite 200 Ceiling 8187 ft2 3696 - 8187 ft2 9980 - Soil Conductivity 0.800 BTU/(hr-ft-°F) Atlanta, GA 30309 Overhead Lighting 0 W 0 - 0 0 _' Total coil load 3.4 Tons Load occurs at Jul 1200 Local Time Zone (GMT+/- N hours) 8.0 hours t: 404 601 4000 f:404 601 3980 Total coil load 41.4 MBH OA DB/WB 85.0/65.4 °F Task Lighting 27682 W 82956 - 0 0 Consider Daylight Savings Time No Electric Equipment 1750 W 5717 - 0 0 - Sensible coil load 37.5 MBH Entering DB/WB 71.7/61.1 °F Simulation Weather Data noneN/A Coil CFM at Jul 1200 2082 CFM Leaving DB/WB 55.0/54.0 °F People 97 15285 19449 0 0 0 Current Data is 2001 ASHRAE Handbook ISSUE TYPE: Max block CFM at Jul 1900 2082 CFM Coil ADP 53.1 °F Infiltration - 0 0 - 0 0 Design Cooling Months January to December LL/PERMIT/BID 01/20/2009 Sum of peak zone CFM 2082 CFM Bypass Factor 0.100 Miscellaneous 7570 0 - 0 0 SET Sensible heat ratio 0.907 Resulting RH 55 % Safety Factor 25%/0% 28806 0 0% 0 0 ft2/Ton 417.6 Design supply temp. 55.0 °F SCALE: AS NOTED ››Total Zone Loads - 144031 19449 - 9980 0 BTU/(hr-ft2) 28.7 Zone T-stat Check 0 of 1 OK Zone Conditioning 172519 19449 - 9928 0 Water flow @ 10.0 °F rise 8.28 gpm Max zone temperature deviation 1.6 °F DRAWN BY: AEH Plenum Wall Load 0% 0 0 0 - Plenum Roof Load 0% 0 0 0 - A&E JOB NO.: 20080538 Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 9772 CFM 0 - 2931 CFM 0 - Supply Fan Sizing Data SHEET 'TITLE: Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load , 9772 CFM 3622 - 2931 CFM -1449 - Actual max CFM at Jul 1900 2082 CFM Fan motor BHP 0.00 BHP MECHANICAL SCHEDULES Space Fan Coil Fans - 3912 - - -3912 - Standard CFM 2079 CFM Fan motor kW 0.00 kW Duct Heat Gain/Loss 0% 0 - 0% 0 - Actual max CFM/ft2 1.45 CFM/ft2 Fan static 0.00 in wg :.›Total System Loads - 180053 19449 - 4567 0 Central Cooling Coil 176141 19444 - -42235 0 Outdoor Ventilation Air Data Terminal Reheat Coils 0 - 46802 - Design airflow CFM 0 CFM CFM/person 0.00 CFM/person ›:.Total Conditioning - 176141 19444 _ 4567 0 CFM/ft2 0.00 CFM/ft2 Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads SHEET NUMBER: NA 2 _ 0 . _ VAV SELECTION SCHEDULE (Manufacturer: Carrier) FULL GUT REMODEL AIR DISTRIBUTION DEVICE SCHEDULE \ \ * MARK MANUFACTURER MODEL TYPE NECK SIZE FACE SIZE FRAME FINISH MATERIAL ACCESSORIES REMARKS 45J: VAV1 45J: VAV2 45J: VAV3 45J: VAV4 45J:VAV5 i \ ti (L" X W") (L" X W") TYPE Inputs/Outputs ,,TTti Quantity < y 1 1 1 1 1 SD-1 (1) (1) PERFORATED FACE VARIES 24 X 24 (1) (1) STEEL PFS,DMPR `T Model Type 45JC 45JC 45JC 45JC 45JC SD-2 FACE VARIES 1 1 STEEL PFS,DMPR \\\\ \SD 2 (1) (1) PERFORATED FAG S 24 X 24 O O , Unit Size 7 6 6 :7 3 SD-3 (2) (2) PERFORATED FACE VARIES 24 X24 (2) (2) STEEL PFS,DMPR Inlet Size 16 14 14 16 8 kf\, N Primary Airflow Max (CFM) 2269.0 2104.0 2135.0 2373.0 881.0 RD-1 (5) (5) PERFORATED FACE N/A 24 X 24 (5) (5) STEEL Primary Airflow Min (CFM) 677.0 631.0 640.0 712.0 293.0 RD-2 (5) (5) PERFORATED FACE 12 X 12 24 X24 (5) (5) STEEL PFS Fan Airflow (CFM) 2269.0 2104.0 2135.0 2373.0 881.0 . . Altitude (ft) 39.0 39.0 39.0 39.0 39.0 RG-1 (6) (6) PERFORATED FACE 12 X 12 24 X 24 (6) (6) STEEL PFS Inlet Static Pressure (in wg) 1.0 1.0 1.0 1.0 1.0 TG-2 (7) (7) PERFORATED FACE 12 X 12 24 X24 (7) (7) STEEL PFS GAP INC. Discharge SP (in wg) 0.29 0.44 0.37 0.32 0.21 CORPORATE ARCHITECTURE Min Unit Ps (in wg) 0.06 0.1 0.1 0.07 0.16 850 CHERRY AVENUE Rad Fan Prim NC (dB) 45 47 48 45 42 ACCESSORIES: REMARKS SAN BRUNO, CA 94066 Disc Fan Prim NC (dB) 28 34 34 28 29 PFS-PLASTER FRAME 1 NO EXCEPTIONS ALLOWED. STORE NO.: 2805 Standard (1/2 inch dual Standard (1/2 inch dual Standard (1/2 inch dual Standard (1/2 inch dual Standard (1/2 inch dual DMPR- DAMPER 2 SPEC THE FOLLOWING DIFFUSER TYPE FOR RECTANGULAR DUCTWORK. Attenuation Lining Type density f/g liner) density f/g liner) density f/g liner) :density f/g liner) density f/g liner) EXT AIR EXTRACTOR STORE NAME: WASHINGTON SQUARE OBD-OPPOSED BLADE DAMPER Coil Position 0 0 0 0_- - -_ 0 AFETY CABLE:::::.:.:.:.:.....:...::.:.::::::.:.:.............. STORE LOCATION. Coil Type Electric Electric Electric Electric Electric 1 6.83 GAP GA P BODY, SUITE F06 11 11. ' 11.95 3 65 Heating Capacity (MBH) .95 95 MARK MANUF MODEL FRAME ACCESSORIES FINISH REMARKS / - - KEY Heating Airflow (CFM) 2269 2104.0 2135.0 2373.0 881.0 NOTE TYPE DAMPER PLASTER FRAME (WHITE) 9677 SW WASHINGTON SQUARE RD. Coil EAT ((f) 67.1 67.1 67.1 :67.1 67.0 SD-1 KRUEGER 6504 23 PRN-100 5HCF23 BRITISH WHITE FOUR WAY BLOW PAI TERN TIGARD, OR Induced Air Temp (°F) 68.0 68.0 68.0 :68.0 68.0 (1) PRICE PDC-4 3 VCR-7 PFS B12 97223-4452 Heating Prim Air Temp (°F) 65.0 65.0 65.0 65.0 65.0 TITUS PCS-4 3 _ AG-75 TRM 26 Leaving Air Temp (°F) 71.98 72.36 72.28 :72.43 74.17 GAP PROJ. I.D.: 0000044154 Air Pressure Drop (in wg) 0.06 0.1 0.1 ::0.07 0.16 SD-2/SD-4 KRUEGER 6502 23 PRN-100 5HCF23 BRITISH WHITE TWO WAY BLOW PATTERN Rows 1 1 1 1 1 (2) PRICE PDC-2 3 VCR-7 PFS B12 PROTOTYPE V9 DATE: TITUS PCS-2 3 AG-75 TRM 26 08/11 /08 kW (kW) a5 3.5 3.5 :4.0 2.0 Voltage 208V/3Ph 208V/3Ph 208V/3Ph 208V/3Ph 208V/3Ph RD-2 KRUEGER 6290 (DUCTED RETURN) 23 - 5HCF23 BRITISH WHITE OPENING Q1 /Q2 2009 Steps 1 1 1 >1 1 (5) PRICE PDDR (DUCTED RETURN) 3 - PFS B12 Primary Attenuation Airflow (CFM) 2269.0 2104.0 2135.0 2373.0 881.0 TITUS PAR (DUCTED RETURN) 3 - TRM 26 REVISION #1 03/04/09 Fan Attenuation Airflow (CFM) 2269.0 2104.0 2135.0 2373.0 881.0 Fan External Static Pressure (in wg) 0.29 0.44 0.37 0.32 0.21 RG-1/TG-1 KRUEGER S85 SURFACE - - BRITISH WHITE Fan Horsepower (2)3/4 3/4 3/4 (2)3/4 1/4 (6) PRICE 535 SURFACE - - B12 TITUS 25RL SURFACE - - 26 1. PROVIDE CONTROLS OPTION PACKAGE 2216 TG-2 KRUEGER 6290 (DUCTED TRANSFER) 23 - - BRITISH WHITE (7) PRICE PDDR (DUCTED TRANSFER) 3 - - B12 TITUS PAR (DUCTED TRANSFER) 3 - - 26 1 FAN SCHEDULE ELECTRICAL OPER MARK MFR MODEL CFM S.P. H.P. VOLT/PH/HZ WT REMARKS PROFESSIONAL STAMP: (IN W.G.) (LBS) PR Ore EF-1 LOREN COOK GC-144 100 0.63 70 WATTS 120/1/60 15 1 �C ' Gl E�r,Q `s/O7, EF-2 LOREN COOK GC-144 100 0.63 70 WATTS 120/1/60 15 1 iti 8 1 E - - REMARKS: JC 1 PROVIDE FACTORY INSTALLED DISCONNECT SWITCH AND BACKDRAFT DAMPER. ORE 4, co 12,2 Q' 40-3` rjNR0 EXP.. 3b/67 ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: AS NOTED DRAWN BY: AEH A&E JOB NO.: 20080538 SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: M2 = Oa . . (.....-- -............„ FULL GUT REMODEL ........./...- ---...,...„..... __ ...::. (.. DD :.•:' I: CC . ............ ..........„ : ,,, , ,\,,.: .:... : :: , .•• :..::.: :: : : I b , ..\\\miul'iiiIiiiii"i'iiiiii'."iiiiiiiiiimmi!i!i!il"i,"iiiiiiiiiiiiiiii'iiiiiii:i:iiiiimi:illiiif9"iiii!'::.!: SR— i I::: .iii"!i \\\:\\\\\\\\ ': Z .: , --- ........- 95 ...:.„.„.::. . :„. : ::.::::::: . \N ,- .: - \ 2s" VAV : i 0-- ---i :5 VAV 1 \\_ N:„.:...4. 8c/ ) c,s , ,•::-:. -----;:::::::: .., o GAP INC. • s - s SD — 1 `I 850 CHERRY AVENUE CTURE : 4311)`' SAN BRUNO, CA 94066. STORE NO.: . 2805 .. VD �— N-....... .......... .....-„ .......... .....„.... ....., ._,•...... w...„ .....„.. •,.......• ,......... ........... ........... ......., ....„.. :.r,.,.. m ...., STORE NAME: WASHINGTON SQUARE N ::::i::: I: ::::::::::::::::::::::::.:',:::.:::::::::::::::::::::: : :::::::.:;;:f.::::::.::Ec::::::::::::::;:.::::::::::::::::::::::::::::::::::::::::-;:::::::::::::::;:::::.::::::::::.;;:::::::::::::;::::::[:::::::::::::::::.,:::::.::::::.,::::::::::...-........ 11 .-- —.....................2070......'''. -VAV -- T:.!' 1 •:!.i A oil :„ ! :. STORE LOCATION: 3 ,9. GAP/GAP BODY, SUITE F06 9677 SW WA S HIN GTON SQUARE RD.: 140 N TIGARD, OR s.SR- 1 �- VAV 97223-4452 ' 1--H N SD- 1 95 �� 1 GAP PROD. I.D.: 0000044154 ::::>:: : ,. VAV .� 339 U : x:.:02 300 - PROTOTYPE V9 DATE: \ 2 08/11 /08 "... VAV- 4�.::: 12. 4 :::>:: .: :: `� 12 OPENING Q1 /Q2 2009 140[ •N REVISION #1 03/04/09 )m : : AIL l& : t N ./.... : 28 1410 : » 200 ENLARGED MECHANICAL FLOOR PLAN :.:.. 41. M2-1 1/4" = 1'-0" \...1 ....4_X 6 95 SD- 2 . . .•. 41 „..:.....--- ---.........„.. :.::.:.:.:.:.:.:_:.:.:„.:_:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:„..... ................................: : :..::..........: ......::..... : .... ....... ......... ........ ........ ....„......: .... .../ ........ ........ ........ • :;; /+ - � \ N ED100 ENLARGED MECHANICAL FLOOR PLAN M2-1 1/4" = 1'-0" PROFESSIONAL STAMP: S� tikEO PR 0A-4,6, (c 04 'ii) s'/G2 A �`-'5 `E T- IRO ._ Illk OREc. 4 ��L .f2,'♦4� .I‘ EXP. /, 5/ ELECTRIC HEATING ARCHITECT INFO: DISCHARGE FAN ELECTRIC HEATING ELECTRIC HEATING OreenbergFarrow DISCHARGE FAN DISCHARGE 1430 West Peachtree Street, N.W. ::. ...... .. :: .:�� FAN• Suite : Atlanta, GA 30309 :..:..::::::<:; :: .......:<:.;:. -.. t 404 601 4000 f 404 601 3980 ; V :::„..... ..... , ::-.::::::::.„i, 2 3 ....... 5 4 : ,>' LL/PERMIT/BID 01/20/2009 ---. --.. ,.!:,....„, ... / SET RECIRCULATED AIR INLET RECIRCULATED AIR INLET SCALE: AS NOTED : ��' ; ..II..::::: :.;....::/'' DRAWN BY AEH „ CONTROL :,...: -0,:. INLET CONTROL :a�..> ENCLOSURE A&E JOB NO 20080538 �:::: :. ENCLOSURE >: , ••••••••••••• .....:;:�� INLET CONTROL � ...' INLET SHEET TITLE:•ENCLOSURE . f� DAMPER SHAFT LINEAR SENSOR DAMPER SHAFT LINEAR SENSOR MECHANICAL RECIRCULATED AIR INLET DAMPER SHAFT LINEAR SENSOR DETAILS 300 MECHANICAL VAV ISOMETRIC DETAIL SHEET NUMBER: M2-1 1/2" = 1'-0" m 2 11■111111111111 1 ...... :::, : : • • : •: :::: : FULL BUT REMODEL . ..:-.... :: .. .... ... : .. • ..... . � 20' I::. I,....• ...... ..• �:.: 20 �:: `..: 14 i 4 D \ t f-', n n r^, / \/J\/ \>/ \/ \/ \/ \ / • INLETS _ VA V - ... •••: : LNN\.\\\ . _..--i-...- - 28"� 14"�► 18"� :. " VAV _ vAv vAv _.: CONTROL \\\\ : ., ' 20"W MALL .A1.. R 16 ��\ _ ENCLOSURE �'�; CONTROL ELECTRIC HEATER ENCLOSURE \:\ ELECTRIC HEATER 111V IEIFY GAP INC. • CORPORATE ARCHITECTURE „ SALES CEILING 17'-10" 7'-10" SALES CEILING ".. SALES CEILING 850 CHERRY AVENUE 17 _1 (11'-0" A.F.F.) (11'-0" A.F.F.) _10 (11'-0" A.F.F.) SAN BRUNO, CA 94066 15'-0" 1 V—p„ 14 -0 14 —0„ STORE NO.: 2805 11'-0” 11'-O" 11'-0" 11'-0" STORE NAME: WASHINGTON SQUARE STORE LOCATION: GAP/GAP BODY, SUITE F06 9677 SW WASHINGTON SQUARE RD. TIGARD, OR • 97223-4452 • GAP P R OJ. I.D.: 0000044154 PROTOTYPE V9 DATE: • • ., . ........ 08/11 /08 ''.'. .:... : ` OPENING Q1 /Q2 2009 • I 20' : 30' 1 • n o 11 1 REVISION #1 03/04/09 . . . .. _ . .. ........ ,........ .,... . . .,.. .. .. .... . . .:. . . \ / \/ \ / \/ \/ \/ \/ \/ \t .... _ .... ... t . VAV VAV :. .: EI:: , - 6"� IIL .� I18„�i 2 14"� - -� �� °N---,0 221-1.r.12-1RE i liEr R1 ELECTRIC HEATER •IC HEATER -CONTROL ENCLOSURE \\-17' 10" 17'-10” SALES CEILING SALES CEILING (11'-O" A.F.F.) '_1 p„ SALES CEILING (11'-0" A.F.F.) (11'-0" A.F.F.) 13'-6" 13'-6" 15'-0" 'i 11'-0" 11'-0" 11'_p" • PROFESSIONAL STAMP: �5'\q`5)Gl NROFes, C? �C,N fi,� /O'L •... • ../.. ....... . ... ..•,:::..•., 8 I 1. • A- .. . -• . --. : .. 1r A ..:... : . . . . . • • •. . . . 1: / \/ \/ \/ \/ \/ \/ \/ \ f: EAR -kg- MEN NEM • ARCHITECT INFO: VAVCONTROL /vAv\KVA4 ENCLOSURE RECIRCULATED OreenbergFarrow ELECTRIC HEATER /vAv\ • AIR INLET INLET INLET 1430 West Peachtree Street, N.W. • 17- illir 20"0 1 16"o 20"0 4 ,../ l - Suite 200 '` -- 4-- -�-CONTROL Atlanta, GA 30309 ENCLOSURE t: 404 601 4000 f:404 601 3980 ISSUE TYPE: „ " SALES CEILING —10" SALES CEILING LL/PERMIT/BID 01/20/2009 17 -10 SALES CEILING 1 p (11'-0" A.F.F.) (11'-0" A.F.F.) (11'-0" A.F.F.) SET 15'-0" SCALE: AS NOTED DRAWN BY: AEH 1 2'-0" 12'-0" 11'-0" A&E JOB NO.• 20080538 11 -0 11 -0 SHEET TITLE: MECHANICAL ELEVATIONS • • SHEET NUMBER: NA 2 .... l a FULL GUT REMODEL 4 \ \N: r-- , 4 \ TO S.A. INSULATED MAIN ROUND DUCT k\\\\ MODE: AUTO-CHANGEOVER(H&C) STAT: T312 _.V MOTOR: MODULATING VAV #3035 TRANSFORMER MODEL: 2075 TAPE & STRAP FLEXIBLE DUCTWORK 24V/120V 40VA CONNECTION (TYPICAL) \ 7-RELAY MODULE _ __, PLACE DUCT HANGER STRAP BEFORE BEND 0 0 CLOSE 0 _ — INSULATED FLEXIBLE DUCTWORK ADJUST GAP INC. DUCT STAT 0 LENGTH 1OFT MAX. CORPORATE ARCHITECTURE 0 0 uri el 850 CHERRY AVENUE (PRE-WIRED) 0 • OPEN 3 RADIAL DAMPER - PROVIDE MIN. I 1.1 SAN BRUNO, CA 94066 ONE DUCT DIAMETER TO DIFFUSER 0 STORE NO.: 2805 YO : 0 LED Y-IN D STORE NAME: WASHINGTON SQUARE RC 0 0 • STORE LOCATION: W 0 0 NOTE: 8, 9 & 10 ARE PRE-WIRED. SUPPLY DIFFUSER WITH LA GAP/GAP BODY, SUITE F06 T-STAT AND TRANSFORMER ARE SEPERATE -----jROVIDE STEEL FRAMING/ 9677 SW WASHINGTON SQUARE RD. RHO AND WIRED IN FIELD. SLAVE UNIT DO NOT SECURE TO FRAME AND ACCESSORY STEEL MOUNT AROUND OPENING AND ADAPTOR FRAME FOR GYP. BOARD TIGARD, OR T312 NEED THE RELAY. CEILING 9100A OR E=2VA STRUCTURE. 97223-4452 (ONLY 6 OFF 1 STAT) GYPSUM BOARD CEILING GAP PROJ. I.D.: 0000044154 PROTOTYPE V9 DATE: NOT TO SCALE NOT TO SCALE 08/11 /08 _ CONTROL DAMPER DETAIL • DIFFUSER MOUNTING DETAIL 100 --,- OPENING Q1 /Q2 2009 A REVISION #1 03/04/09 A PROVIDE CLEARANCE FOR 1 EXTRACTOR 11/ EXPANSION ON TOP, BOTTOM, AND SIDES OF SLEEVE. REFER TO MANUFACTURER'S REQUIREMENTS. 14 GAUGE STEEL SLEEVE DUCT A 7- MOUNTED SUPPLY DIFFUSER ---1/-411..' .11I -----±-41.1* T ----- -_, u-- FUSIBLE L-T—INK-24) I r ACCESS DOOR. I— /- — —1 I I I I I I _ _ _ _ _J 0 FFI CE/R ESTROOM 4110 MAIN DUCT 7 WALL ----- 016'-0" A.F.F. 1 1/2" X 1 1/2" X 16 GAUGE U.L. LISTED (MINIMUM) MOUNTING ANGLES ON 0 13'-O" TO 15'-9"A.F.F. FIRE DAMPER ALL SIDES OF SLEEVE. ATTACH PLAN SECTION ,q\----- TO SLEEVE AS REQUIRED TO MAINTAIN MANUFACTURER'S LISTING. 0 ADJUST THROW OF VERTICAL BLADES FOR 1/3 OF AIR STRAIGHT AND 1/3 OF DO NOT ATTACH ANGLES TO WALL. AIR TO 45 DEGREES RIGHT AND 1/3 OF AIR TO 45 DEGREES LEFT. ALL FIRE DAMPERS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FIRE DAMPER 0 FOR SUPPLY REGISTERS 13'-O" TO 15'-9", ADJUST THROW OF HORIZONTAL MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS TO MAINTAIN U.L. LISTING. BLADES FOR 1/3 OF AIR STRAIGHT AND 2/3 OF AIR TO 22.5 DEGREES DOWN. 0 FOR SUPPLY REGISTERS 16'-0" & HIGHER, ADJUST THROW OF HORIZONTAL BLADES FOR 1/2 OF AIR STRAIGHT AND 1/2 OF AIR TO 22.5 DEGREES DOWN. PROFESSION:LoiS12TA,STAMP: . c.. . E.D PROA-en NOT TO SCALE FIRE DAMPER DETAIL NOT TO SCALE - - DUCT MOUNTED REGISTER DETAIL_j 101 _ I it• : PE -,. 302 ......2c..._,-... ..._,.-,............_,■.-A..... ...../N.- ..../■,...,,N...."■..../■..,/ ■...."\,,.... ../■3/4-./■....." -.1%..-/- 10 OR1 1*//if R.VA f'' EXP Ego TRANSFER GRILLE 8"X8" 3/.23j oct " TRANSFER AIR DUCT (TG-2) WITH LAY-IN FRAME AND ACCESSORY ARCHITECT INFO: STEEL MOUNT ADAPTOR MK MI FRAME FOR GYP. BOARD CEILING (TYP). . . 1.-41111111111111111111111.111111 1111111111111111111 1—I II"I I mI I g I I I 11I 1 I dI I I I iI l I I I I I I I I I I I I III I I I I I I iI ll I I 1 I I I I I'II—III Gre en bergFarrow CEILI NG LINE 1430 West Peachtree Street, N.W. . -I Suite Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 PROVIDE STEEL FRAMING AROUND OPENING AND ISSUE TYPE: SECURE TO STRUCTURE. LL/PERMIT/BID 01/20/2009 SET SCALE: AS NOTED of OFFICE/ . , HALLWAY DRAWN BY: AEH RESTROOMS I.■ i A&E JOB NO.: 20080538 4. 3 SHEET TITLE: / //rfr i'' 1111V: MECHANICAL DETAILS /, SHEET NUMBER: _. NOT TO SCALE m 2 1 b TRANSFER/RETURN AIR GRILLE DETAIL 104 _ ►d��_�► rir AIM._AIM._`ii ___Ili. III._ ___ FULL GUT REMODEL I I1 1 1 1 \ `�, ti 1 I 1 EE 0 DD EE DD 1 4 " LOOSE PVC TOP CAP 1 H R DIAMETER �'. 1 THRU BOLT WITH 1 TOGGLE TYP. OF 2 � 3p • 1 GAP INC.1. I 1 PAN HEAD SCREWS ,�Mr:PAM LABEL _ /1 210RPgrRIAARvECHNITEuECTURE TO SECURE STRAPS . 1 . A SAN BRUNO, CA 94066 3/4" X 2" POLAR 2"X4" — i S ;:,,;::. --,:.� of wo STORE NO :. ♦ 2805 (-4 03 _,. SCREWED TO 2"X4" HOLDER " 400 ,-.' °''''.,"` '' ' ;, 400 >401 401 ................. STORE NAME: WASHINGTON SQUARE • �♦:,. DIAMETER ` U :;,,,.;,,,,.;;,, ;ti< ° WC-1 WC-1 PVC TUBE 1 1 STORE LOCATION: ' E *' LA L�! P of 3" GA GAP BODY, SUITE F06 1 METAL STRAP .• , .+ .,+....;,,,.. ��, 401 S GTON SQUARE R IS 1 '01 401 D. PVC BOTTOM CAP 9677 SW WA U +�H +� GLUED IN PLACE 400 ; ��'''< 400 1 SECTION TIGARD, OR 1 24 A.F.F. 97223-4452 NTS . ., STORE DRAWINGS AND • � i THIS TUBE CONTAINS •.. GAP PROJ I D 0000044154 4 ''�, 1 IS NOT TO BE REMOVED WITHOUT ATTACH THE CONSENT OF THE PROTOTYPE V9 DATE. 1 ELEVATION :� ; '� \•..�...:.. ....: ...:.....:.:::is O i ::: ••-•-• (WITH CLEAR TAPE) STORE MANAGER. 08/11 /08 • 4 STATING: NTS :::...: :.• •,::: : i, ::::::.: ::: :::::::.::. :. : .:: ::: ::::::::::::,:;::::.:::::.::::. ::: :::.::::::::: ::: ::::::::::::: : . :::.:: ::: :::::::::.: ::: :::::._:::::: :.: .::..:::::::: ::: ::::. THANK YOU.0 1 1 ) OPENING 2009 :: :: ,.„...„: .:„:::„ ......:...::::.:...........:.::: i REVISION #1 03/04/09 A N N 1 1 i 1 1 DEMOLITION PLUMBING PLAN - RESTROOMS 1/4" = 1'-0" NEW PLUMBING PLAN - RESTROOMS 102 1= 1'-0" 102 DRAWING TUBE NOT TO SCALE 103 M 101 PLUMBING CODED NOTES PLUMBING GENERAL NOTES 1 100 NOT USED. 1. THE ABBREVIATION G.C., WHEREVER IT APPEARS IN THESE PLUMBING DRAWINGS, SHALL REFER TO THE GENERAL CONTRACTOR. 101 NOT USED. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND 102 NOT USED. IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK PLUMBING SCHEDULE OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE 103 NOT USED. CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUB—CONTRACTORS WITH FIXTURE VALVE/FAUCET CONNECTIONS ELECTRICAL A COMPLETE SET OF BID DOCUMENTS. MARK DESCRIPTION MFR MODEL MFR MODEL WASTE VENT CW HW VOLTAGE PHASE WATTS REMARKS 104 INSTALL DRAWING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE "AS—BUILT" DRAWINGS. PLACE "AS—BUILT" PLUMBING DRAWINGS IN TUBE. PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING WC-1 WATER CLOSET AMERICAN MADERA SLOAN ROYAL 4" 2" 1-114" - - - - 1 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONTRACTOR. COORDINATE ROOF PENETRATIONS WITH LANDLORD AND G.C. HANDICAP STANDARD #2305.100, WHITE #111 400 DEMOLISHED SINK/LAVATORY FROM WALL. DISCONNECT HW/CW SUPPLIES 4. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO LAV LAVATORY AMERICAN LUCERNE AMERICAN MONTERY 1-1/2" 1-1/2" 1/2" 1/2" - - - 2, 3 AND DRAIN TRAP. ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING STANDARD #0356.015, WHITE STANDARD #6530.170 _ (401) INSTALL NEW SINK/LAVATORY AT SAME LOCATION. RECONNECT HW/CW SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REMARKS: SUPPLIES, EXTENDING SUPPLIES IF NECESSARY. RECONNECT DRAIN TRAP 5. ALL SHUT—OFF VALVES LOCATED IN AREAS WITH HARD CEILINGS SHALL 1 PROVIDE WITH AMERICAN STANDARD WHITE OPEN FRONT SEAT LESS COVER#5337.100 1 HAVE ACCESS PANELS INSTALLED. COORDINATE LOCATION AND TYPE WITH 2 PROVIDE WITH JR SMITH #0700 FLOOR MOUNT LAVATORY CARRIER. 402 DEMOLISHED ELECTRIC WATER COOLER EQUIPMENT AND PIPING BACK TO G.C. AND ARCHITECT. 3 PROVIDE WITH TRUEBRO LAV GUARD MODEL#102 FOR TRAP AND SUPPLY PROTECTION. MAIN. CAP ALL BRANCH ACCORDING TO LOCAL CODES. 6. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE PROFESSIONAL STAMP: 403 GENERAL CONTRACTOR TO INSTALL AND LABEL A MAIN WATER SHUT—OFF COMPLETED PRIOR TO MEP COMMISSIONING. CONTRACTOR WILL RECEIVE CEO P'OFF VALVE AT EYE LEVEL WITHIN THE MEN'S RESTROOM IN AN ACCESS PANEL. CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID DOCUMENTS. ��GIN- Rss)O 82► P, c' is \ Or , w '�V •Q PLUMBING SYMBOLS LEGEND �,r ,cAP9® EE:: :DO t�C (.4':: ::: :... ..:.; A ;: Z Y : Y2:: :Y4 . .. . : COLD WATER (CW) ::. RESPONSIBILITY MATRIX L E G E N D CONDENSATE LINE (D) h-5/01 ... ..... . .... ::•..... .:: ;:: :.:.. . . ::. ::::::.: : . : : : F FIRE PROTECTION (F) (SPRINKLER/STANDPIPE) G GAS LINE G ARCHITECT INFO: STOREFRONT EXTRUSION O C O GC ) �� FACTORY FINISHED:, :, .,...: HOT WATER HW C ) L= FOOD er arrow., ::: PLUMBING VENT V ,- ,, ," :"," , . ::, .. ,,:: :::;::::I: :•:. •:;: ........;:....>:::. _ FURNISHED BY COMMENTS C ) _ I .:; . F;::::::::::.. <;......... .. . . I O OWNER(GAP INC.) I J : :::;: .. ` k .• .... ITEM GC=GENERAL CONTRACTOR SANITARY WASTE (SAN) — BELOW SLAB GRADE 1430 West Peachtree Street, N.W. i .. • NA=NOT APPLICABLE INSTALLED BY I Suite 200 AFF/AFG ABOVE FINISHED ED FLOOR / GRADE Atlanta GA 30309 : 4 4 601 60 t 0 60 4000 f:4 4 601 BFP BACKFLOW P REVENT 0 3980 ...:< •..__.' ;: .;;;:.:;;::.:;; __,:•...................................,..;:::::::::: RESPONSIBILITY MATRIX - ---�- CHECK VALVE ``` CO CLEANOUT TYPE: ' 01/20/2009 ITEM FURNISHED LL PERMIT BID •- •- S ED BY INSTALLED BY COMMENTS / / •• SET CONNECT T 0 EXISTING 103;! ::::: ...:.;:;: 101 :: ::::102 • • WATER LINE TO LEASE SPACE L L SING .1-:44:: M3:0 < 3-0 SEWER LINE TO LEASE SPACE L L (E) EXISTING SCALE: 3- 0:; :: AS NOTED WATER METER L L FCO FLOOR CLEAN OUT DRAWN BY: AEH ® FLOOR DRAIN (FD) ::; : •-• : : ::. . . . A&E JOB .. : NO.: 20080538 ..—........... FLOOR ® SINK (FS) :;: ;:::.....:.:: ;;:.: � PIPE TURNING UP/DOWN SHEET TITLE: ..:<«::<;•:<:::. ;„.:: .:: ... ... ... ..: ::: .-- ... •... REMARKS: PLUMBING PLAN ;:.12;: REDUCER a, x SHUTOFF VALVE (BALL TYPE) AND NOTES NOTE: 0 .. TEE TURNING UP DOWN ' THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY OWNER AND OR LANDLORD. ANY WORK IN CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY / TP TRAP PRIMER :'...:...: :: ... . . : , ::: ;;.. ..; » LITY OF OWNER OR LANDLORD LADLOD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY VTR VENT THRU ROOF SCOPE OF WORK RESPONSIBILITY. WHA WATER HAMMER ARRESTOR SHEET NUMBER: WCO WALL CLEAN OUT N ED NA 3 _ 0 OVERALL PLUMBING PLAN 1/16" = 1'-0" 100 FULL GUT REMODEL : ..H :.,::::..::,:::,.: ,..........., /......................, .„............, ..............,.. . .....•...... ..........---... .........---...... '.: EE ..1 i':' DD •:. ..,::::::::::,Jk:.................... '.' 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P '..: ::: •. .. : .. : ... . . ...• .„. :::::::: :... ..... .:„,„„ :: :: .. .. .. .. • ..........„,::: :::, . ,...... :. •••••• •:::, 200 (TYP) : : 1 ' ' ___1 • - •• • •• .. .... : . ... . . ... . ... ::: •. .,. .... .:•,. ,.. ... ..:.... . . . . ... .. .. .. . ... .11..,...1.,...:]ii:ii.....:11„.:..:.:,......:,:..,....::„..,...,.........,.....„ 0 RECESSED HEAD 850 CHERRY AVENUE SAN BRUNO, CA 94066 m 0 :::•.------..._... :•• ::::.•.:::..,„:::.::"-,::: ../.. . ... .. •• " „„ :: .$ 0 ::: :::::: i.:::: STORE NO.: 2805 ,•,"••••••• • ,,••••.......• :: .. .. .. . ............„„....._ , •• , ... • :::: ......: .............. • - - • ],....: 0 i::: ,.. . 4:... :::,• .:,.. • Iii •::.. :: ::: :::: • • • • ........,..... ii.. :: :;:; '''...........„.]; ',.......ii::.:. '....---•••-i:: .:. .. ::: 'i•-•i........::: ::: '''''--:: :: ....•- ;:;: ;: :i i .:i• .:. .. .•:. •: i: i:, ::, :i i i::;i i. STORE NAME WASHINGTON SQUARE ...•.••.: -,•-• .• ii:: ... ._, • • ii '•::::"••••••••••••••••:.::••••••••••••'--..••••'••-•••••••••.:••••••••••••••••-,.:---'-•••i•*.:•-----i..••••••'••••*•-•.,••••*• ••• : ••:: 11 . ::....":!.......:...IF.....11......::]:::::„.::..:.........7:.:,:::....t.:;.:.:.:.:.:........ :......:....:.:....s.:=7:::.::.............:.T:::.:...:.::............._.......1.....:..:..,..E..:..:.......H....ri:......1...::.i.i.i;.i::::::.i,:::::,:.i,,::.:.i:i:::,:i.l.::::Iii..,.... .........,, • ,::. :: :: ..„ :: :: i :: STORE LOCATION: •••••••••:::::1•U /.. ' ::::. .. ..,..:: ::.....i•.••••:,::::::::::•::,:::::::::::••:•:•::::::::::.....::::••-. . .::. .. .......:.:: ::.........-: ... ... ... ..• ....... ::: .•• . . . • • • ; . : ::: :::::: :: ••:. di H • • • • • • SPRINKLER CODED NOTES . .. • . .. . :::.::;: :::: •• • • . . ........ ..,..... GAP/GAP BODY, SUITE F06 ..‘ .. . •• • .. .. 100 PLACE "AS-BUILT" SPRINKLER DRAWINGS IN DRAWING TUBE. REFER 9677 SW WASHINGTON SQUARE RD. • . :: .. .. • • : . :::.:. :::: :: : :: .. . . . ::: .::: ::: ., : . .. :• •:. :.• .. .• . • • . :,::::, •:„........ ..::: ::: ::: ::::::: :•,..•.• .•........ „.•::•„ • X ... ., . . . : : : • • . . . :::::: :.,..„., - TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. • :: :::: : • • •-::-.::::•••••:::••.•••::........ ;::::: .f, • .•; .........:•:: ::•,........:: ::•::::-::;:s :::..;:::::.:.::::::::::::::.. ;•.:::::::: •.... :::.-••••. :: .-... ::::::::-.: :::: i:...i: TIGARD, OR ,..::::::..,,,,,,,,, ,:.:•,::::: -.....----:::--:.:: -, , , .:' :-.: ii;:.: :....:, :: ..:.:.,,.:.:•,::::: ::: ::, :::: .------••.::::::..... ..::::•••:::...:•:--,-..:• . 1:1.:.., ::,:.,::::.::.•:.::::::.:.-;:-. 200 INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS 97223-4452 . i i ::: :::: i :::::: ::: ::: :::•::: ... . . ....... ... .. .. .... . •" ." .- REQUIRED BY NFPA 1 3. COORDINATE INSTALLATION OF HEADS WITH :•:::::::::::::::::::::::::::::::::::::::::::::. :::: :: :::::: :."-: • :::,• .•- - - •••••• ••••:: .:: ::. :::.::: ..... . . . . .... HVAC CONTRACTOR AND G C ;•••••:-.•.-...-.•••••••••••••••••• ::: ::: :. :::::: &.:::.::: ::::::::, :::--,.. GAP PROJ. I.D.: 0000044154 i! ::: ::- ::: ......,:::::: • • • • "" ::::: '- -**- -•• 300 .... • • Ii. :::I • • • • 1: • • 300 LANDLORD SPRINKLER MAIN. op— :.::::r PROTOTYPE V9 DATE: X ------. • :::: •••• :1.•• T.•:::-.•••-• :4j,„...':::: .. :::: ::: :: ::: ::•,:::: ••••••• : ii • • .......... .•: .:: : .,.........................: ::::::: 08/11 /08 :::::::::::::::::::::::::•:::::::::::::::::::::a:::::::::•::::::::::: ::::::::::::::::::::::::::: • i: .•..mil= :::: • :::::: • ::::::: ...:: .::. ,, . :,::::: 11 ,. i.::• :: I I :„.......• ....„.. :::::::: OPENING Q1 /Q2 2009 ....... . ...... ...... .. :::: .: :........ . ::.! .......••••••••-:::::::. ......•••••••••,::::::. :::: :: :. :: :: . :::: i : • •• .: :::: ... ..........::„..:::::::::::::.::::::::::.....::•::::::.:::::::::.::::::::::.... ::, 0 REVISION #1 03/04/09 A „...•..::::::„:.„„„„:.:,:::::.::::::.::::::::::.:::::,„:.:,:::::::::::::„..„...„ • • .111 40 • . ..,. ..:. .... .. .. . .. - :: ::: 0 :..:........: 0:]: ................................... :...:,:.:.:.:.:.::.::.:.:.::.:.:;.:,:.:;.:;.:. !:: • .. . .. ::: SPRINKLER GENERAL NOTES ...K._. x ,.................. :::: .::: . ., . . ::••:.::::... : ::: ••: ::::::::::::::.:,:•,::, :::::-, ,. ........ :::: „, , ... ll ii ::•::. 1. THE ABBREVIATION GC, WHEREEVER IT APPEARS IN THESE .:. i :'": •••••••••-:, ... MECHANICAL AND ELECTRICAL DRAWINGS, SHALL REFER TO THE ... :::'::::::::::::::,:,::•:-:::::::::::::::::::::::::.,:::::i.:::: ::::::: •••••••• GENERAL CONTRACTOR. • • • ••• ••••:: L'.---. „.,.: 11: isi :::::::1 . .. .• ..• ::::...•.. ......,.. ''''. 12 ' --.-..-.::::::•-•,,,,,,„,::,,,,,•::::::::::::::::::::,,,,,,::,•••:::.:• •••••• ••••••••••••••••-•""" •"••••..•.•.""•"•••••"•••••••••• •••••• ::::::::•••••••••••••••• -••••• ••••••••0••••••••••• •••••• ••••••••ley'•••;.i.i ii::* i,.•••••• ••..••••••••""•"" ,""• ."••"""••"•"". "•••;, :::.:::::""••-"--"•"•••••• ••••"."--••••""•"--•• •••••••••••• „.:, ::::::::: ,-,••• • • •• "••••"•."0"*''" '"''' i::::::::""•!'••• :::: •"" ••'. '•""......••••.!!; „: i. ,' • •• 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO :: • • .. . . :::•:::::::::... .•:,-:..•:•,,:•:..:,. READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL ...................................... :: :,..:f,•: %,..:.,•: \ :::::: :: :: :::.:•-•:•-:::•-•-•-•-•-•---------------•-•-•:::::::::-.-:::::::::-.-::::::------- .. •. M X .: • :.:. .:.: :: :: :::.: : :: : :• .. :i:: . : . ..:.... :::..: ::: ::: :- :;::: DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION •.... •• • ."•-••••::-i...-..:::.....::., : •: : gi: -...,:::•.:-:: OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL • •• - :::: ::::::: ::: .:: ::: -:•:::::............. ::::.:: . .. ,„ .... . .. ..••... .:.• ... :: . ..• . . .. .. ... ..... ••. •• DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO •..•• • .• i•;: :: :::: :-"-:: :: :::•::••••::.: ::•••••::-.: :4::••••: :: ::::::: ::: ::: .::. 1::::::-•-•:::•;::.;:•-:::::ni::::-:?:1:::-. ..-... ...••••••••,::::::.: ....•••••••••,::::::.: .. • ... :: :: : '.1: 10. ::: .::1:1i' PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID .........:.::•::::::::::::::.::::,::::::......::•...:::::::::::::•:::::::::::........................:i ::. .„o.......,:,:-.::-:... :.: i .., ... ... ... ... ?.::.:: .. . . . . . .... ... DOCUMENTS. 100 ii ::::: :: :. ::. . . :: . : . : . . . . .. ........ ./.--• ...-- - • • 0 .• 0 • i.:..••i..•• :.•• i: .:i: :; :: :. • • :.. , i::... ... 0 0 . . . .. :::::'•I 3. FIRE PROTECTION PLANS, SPRINKLER DRAWINGS, MUST BE :.•::....: :: .' :. :: ...... , I..' .::. :, ,: .: ......... .........•:. ,, . ::: ENGINEERED AND WET SIGNED BY A LANDLORD APPROVED, LICENSED . • . •• .. ::.• • • ..-...-------- ----::::::::::..•.•••.•••.•.••••••••••••::::•:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•:•:.:•:•:••:•:•:•:.:-:::.:.:•:•:•:•:.:.:.:.:.:.:•:.:.:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:.:.:::::::::•••••••%%:::::::: :-:.:•:•:•••:•::::-:•:•:•:•:•:•:•:•:::•:•:-:-:.:.:-:•:::•:.:•:•:-•:.:•:.:-:•:.:•:•:•:•:•:•:.:•:.:•:•:•:.:•:•:•:::•:•:•:•:•:-:•:•:::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:.:.:•:•:•••::::-:•:.:::.•:.:•:•:-:-:-:•:•:•:-:•:•:•:•:•:•:•:•::•:•:...:....................................................................................................................................................................................................................................................................................................................................................................................•••.:..:.:4:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:::4::••••••••••::-------• •-•-• •••••••••••••••••••••-•••• -•••• ......... :::1:1•1.•-•-• --•••. A 1.5) REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. FINAL INSTALLATION MUST COMPLY WITH NFPA 13 AND STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. ::•::::i e .... ....,.... ....... :•1:::i 4. SPRINKLER HEAD LAYOUT IS A SUGGESTED LAYOUT. COORDINATE N SPRINKLER HEAD LAYOUT AND PIPE ROUTING WITH ARCHITECTURAL F I R E RE SPRINKLER PLAN PLANS, STRUCTURAL PLANS, HVAC CONTRACTOR, ELECTRICAL CONTRACTOR AND THE C.C. THIS CONTRACTOR SHALL INCLUDE IN M4-0 1/8" = 1'-O" THE BID AND BE RESPONSIBLE FOR EXACT QUANTITY OF SPRINKLER I , . : 0 . ' 0- C41 Ez ,G , .D I :1... A:3P-0 A_ 5. LOCATE MAIN SPRINKLER PIPE AND RELATED FLOW CONTROL / SHUT- OFF VALVES IN AN ACCESSIBLE LOCATION WITHIN THE SPRINKLER SUBMITTAL REQUIREMENTS STOCKROOM IF THEY ARE REQUIRED FOR TENANT SPRINKLER SYSTEM. PROFESSIONAL S ..1111\':sii./(‘ :SOiFi;13G0E15PGNF:1: ‘j/':°1-4111 THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. .01....; THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN ,, .- .1,;..‘, •• UNTIL ALL APPROVALS HAVE BEEN RECEIVED. I i ,•'lei'''.,..'''I! 12, ,‘ RESPONSIBILITY MATRIX LEGEND ..v..., ,,,• . EXP. AIS 0 ' 3/A3/01 STOREFRONT EXTRUSION L 0 FACTORY FINISHED A T A - A ARCHITECT INFO: L = LANDLORD FURNISHED BY —COMMENTS 0 = OWNER (GAP INC.) _ ' ITEM — GC= GENERAL CONTRACTOR GreenbergFarrow INSTALLED BY 1430 West Peachtree Street, N.W. Suite 200 RESPONSIBILITY MATRIX Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 , ITEM FURNISHED BY INSTALLED BY COMMENTS ' ISSUE TYPE: SPRINKLER MAIN TO LEASE SPACE L L LL/PERMIT/BID 01/20/2009 SET BACK-FLOW PREVENTOR AND FLOW DETECTOR L L . SCALE: AS NOTED , DRAWN BY: AEH REMARKS: A&E JOB NO.: 20080538 NOTE: THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY SHEET TITLE: OWNER AND / OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS FIRE SPRINKLER PLAN RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK ,RESPONSIBILITY. SHEET NUMBER: M4 - 0 DIVISION 15 - MECHANICAL 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE B. EQUIPMENT AND INSTALLATION FULLGUTREMODEL Q B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL SECTION 15000 TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. BASIC MECHANICAL REQUIREMENTS 1. REFER TO PLANS FOR EQUIPMENT AND FIXTURE SCHEDULES. A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. C. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. ‘\\N: A. NOTE A. TRAP PRIMERS SHALL BE PRECISION PLUMBING "PRIME-RITE" OR EQUAL. 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE MECHANICAL B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. D. PERMITS, FEES, AND CHARGES. DRAWINGS AND SPECIFICATIONS, SHALL REFER TO THE GENERAL CONTRACTOR. B. WATER HAMMER ARRESTERS SHALL BE ZURN "SHOCKTROL" OR EQUAL. �� C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED E. TESTS AND TEST CERTIFICATES. 1 , 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER 2. SANITARY PIPING ..\\„\\.\\‘‘. SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO TRADES. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, THIS AND THE OTHER SECTIONS OF DIVISION 15. A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE AVOID INTERFERENCES AND CONFRONTATIONS. CONTRACTOR SHALL USE APPROVED THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING k` RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLERS ` THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS ,� " DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. � �� INCLUDED SHALL BE STAMPED "DO NOT REMOVE" AND PLACED IN DRAWING BRANCHES AND SUBMIT CALCULATIONS TO THE C.C.'S CONSTRUCTION MANAGER �� CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A 0 , COMPLETE SET OF BID DOCUMENTS. TUBE LOCATED NEXT TO THE ELECTRICAL PANELS. (SEE DRAWINGS FOR B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF UPON REQUEST OR REWORK SYSTEM TO THE G.C. CONSTRUCTION MANAGER'S LOCATION.) TENANTS IN SPACES BELOW, WHEN APPLICABLE INSULATION TO BE AS SATISFACTION. "``ti 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND SPECIFIED FOR WATER PIPING. INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO H. DISCREPANCIES IN DOCUMENTS 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE GAP INC. COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. CONFIRM CORPORATE ARCHITECTURE 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND REQUIREMENTS WITH THE G.C. PRIOR TO BID. 850 CHERRY AVENUE INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR SAN BRUNO, CA 94066 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK, ANY ITEMS WHICH ARE NOT WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS. B. SHOP DRAWINGS COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE G.C.'S CONSTRUCTION "M"" 1. THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS STORE NO.: LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF MANAGER, IN WRITING OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO B. ALL OTHER: TYPE 'L' OR TYPE M (IF PERMITTED BY LANDLORD AND LOCAL 2805 BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND SUBMISSION OF BID. OTHERWISE, THE G.C.'S CONSTRUCTION MANAGER'S CODE AUTHORITY) DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT SIX (6) COPIES TO THE G.C. FOR INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL AND 95-5 TIN-ANTIMONY SOLDER ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE STORE NAME: WASHINGTON SQUARE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE WITH NO ADDITIONAL COMPENSATION PERMITTED. 2. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 4. PIPING OF DISSIMILAR METALS MUST BE DI-ELECTRICALLY SEPARATED. COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO STORE LOCATION: I. PHASING REQUIREMENTS ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN 6. REFER TO RESPONSIBILITY SCHEDULE ON THE MECHANICAL DRAWINGS FOR 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE UNTIL ALL APPROVALS HAVE BEEN RECEIVED. GAP/GAP BODY, SUITE F06 INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AFFECT BID. REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND NOTIFY THE G.C.'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS 9677 SW WASHINGTnN SQUARE RD. AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING B. GENERAL REQUIREMENTS THE C.C.'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO MUST VERIFY THE OPERATIONS OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE G.C.'S TIGARD, OR ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. CONSTRUCTION MANAGER. 97223-4452 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A J. DEMOLITION BLOCKAGE. C. EQUIPMENT AND INSTALLATION COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN GAP PROD. I.D.: 0000044154 THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING 1. SPRINKLER HEADS: SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C.. EQUIPMENT SUPPLIED. PROTOTYPE V9 DATE: PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT A. FUSIBLE LINK TYPE AND STYLE AS INDICATED OR REQUIRED BY THE APPLICATION. INSTALLATION WITH THE LANDLORD AND THE G.C. CONSTRUCTION MANAGER, AS INTACT. 6. INSULATE ALL HOT WATER AND COLD WATER PIPING WITH 1" THICK (K=0.23 0 75 UNLESS OTHERWISE INDICATED, PROVIDE HEADS WITH NOMINAL 1/2" DISCHARGE 08/11 /08 REQUIRED. F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND ORIFICE FOR "ORDINARY" TEMPERATURE RANGE. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OPENING Q1 /Q2 2009 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC B. CONCEALED AUTOMATIC SPRINKLER HEAD (ALL BRANDS): OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH MODEL #G-1, BRONZE HEAD WITH WHITE COVER PLATE BY RELIABLE AUTOMATIC AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. SPRINKLER COMPANY OR EQUAL. MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY C. SEMI-RECESSED AUTOMATIC HEAD (BANANA REPUBLIC CLASSIC ONLY): COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING MANAFACTURER VIKING, MODEL A1-06662B. ESCUTCHEON (BANANA REPUBLIC CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND CLASSIC ONLY): MANAFACTURER VIKING, MODEL F1-06911A. MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH SEISMIC BRACING WHERE REQUIRED BY CODES. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN D. RECESSED AUTOMATIC SPRINKLER HEAD: MODEL #G WITH BRIGHT CHROME FINISH CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. HEAD AND WHITE ESCUTCHEON BY RELIABLE AUTOMATIC SPRINKLER COMPANY RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY INC. OR EQUAL. STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR 10. CLEAN-OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. FLOOR UNLESS SPECIFICALLY NOTED OTHERWISE. CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT DRAINS SHALL BE J.R. SMITH 2005A-P05O OR EQUAL WITH TRAP PRIMER CONNECTION. E. UPRIGHT AUTOMATIC SPRINKLER HEAD: MODEL #G WITH NATURAL BRONZE FINISH OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO BID WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS. HEAD BY RELIABLE AUTOMATIC SPRINKLER COMPANY INC. OR EQUAL. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE G.C. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS CLEAN-OUT LOCATIONS SHALL BE APPROVED BY THE G.C.'S CONSTRUCTION F. SPRINKLER HEADS BY GLOBE, STAR, GRINNELL, VIKING OR CENTRAL SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. K. SLEEVES MANAGER. CONSIDERED EQUAL. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT G. SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 8'-0" ABOVE THE GOOD ENGINEERING AND CONSTRUCTION PRACTICES. FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. FINISHED FLOOR AND ABOVE STORAGE DECKS ARE TO BE CONCEALED. RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, 2. PIPING: 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. A. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. A. COPPER TUBE AND FERROUS PIPE IN ACCORDANCE WITH NFPA-13 SECTION 3-3 WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE AND LANDLORD AND LOCAL CODE REQUIREMENTS. CPVC AND POLYBUTYLENE IS STRINGENT. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL B. TEST DRAIN, WASTE,WASTE VENT PIPING BY A 10' WATER COLUMN FOR TWO / HOURS. NOT PERMITTED. C. CODES BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR "SALES" " COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE WHERE APPLICABLE. FT. IN SALES AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN LANDLORD'S DESIGN CRITERIA AND LOCAL CODES IF MORE STRINGENT. PIPE SIZING CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED SHALL BE BASED ON NFPA ORDINARY HAZARD. REQUIREMENTS. CODES, CONTRACTOR O AND REGULATIONS. THIS CONTRACTOR SHALL VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER 4. ALL SPRINKLER LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE, AVOIDING INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE L. HANGERS METER IS REQUIRED. INTERFERENCE WITH LIGHT FIXTURES, DUCTS, PIPES, STORAGE DECK, ETC. FIRE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS SEPARATE LINE ITEM IN THE BID AFTER CONTRACT IS ISSUED, NO ADDITIONAL 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, C. GAS PIPING INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHT COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., CONTRACTOR. NECESSARY FOR THE INSTALLATION OF WORK. 1. FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO FIXTULLATION. PROFESSIONAL STAMP: FIXTURES, DUCTWORK, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. D. LICENSES, PERMITS, INSPECTIONS & FEES 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, 5. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW co PROF BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES 'S,- Fs 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2 1/2" c. NGIN': `s/D INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR AND LARGER. / INTERFERING WITH CEILING HEIGHTS, LIGHT FIXTURE PLACEMENT, DUCTWORK, �4, .y MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND � 8-;.,1� 9 MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 2. FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND 3. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO PIECE OF EQUIPMENT. 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION SUBJECT TO LANDLORD CRITERIA. FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL �E' E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTIONV p04' .� / INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH THE C.C.'S t 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, ROUGH-IN. �' � THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. WHICHEVER IS MORE STRINGENT. ;/J, D FOR THE BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PRE-QUALIFIED, 7. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE LISTED IN THIS CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR THE OWNER 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY 5. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST- INHIBITING PAINT. HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE v OF AT LEAST $500 PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY SEPARATED. AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE j MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR OTHER DEFECTS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ARCHITECT INFO: THAT SPECIFIED WILL BE REVIEWED. ALL SUBSTITUTIONS ARE SUBJECT TO OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS APPROVAL IN WRITING, THROUGH SHOP DRAWINGS PROCESS, BY THE G.C.'S END OF SECTION 15000 APPLICABLE NFPA 54 CODES. CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE OWNER RESERVES THE DIVISION 15 - MECHANICAL INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT CreenhergFarrow RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY SECTION 15200 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS THIS CONTRACTOR'S EXPENSE. UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT PLUMBING OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 1430 West Peachtree Street, N.W. AT THE CONTRACTOR'S EXPENSE. 8. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND Suite 200 A. SCOPE OF WORK 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING Atlanta, GA 30309 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO JURISDICTION, AND THE G.C.'S CONSTRUCTION MANAGER. t: 404 601 4000 f:404 601 3980 G.C.'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING END OF SECTION 15200 9. FURNISH AND INSTALL 10 LB. TYPE "ABC" FIRE EXTINGUISHERS, WITH CABINETS IF CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO ISSUE TYPE: OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, REQUIRED, AND AT LEAST A "2A1OBC" RATING. LOCATIONS TO BE ESTABLISHED IN LL/PERMIT/BID 01/20/2009 THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE C.C.'S CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, DIVISION 15300- MECHANICAL THE FIELD BY THE G.C.'S CONSTRUCTION MANAGER AND THE LOCAL FIRE OFFICE AND THE SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: SECTION 15300 PROTECTION OFFICIAL. MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL SET CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT FIRE PROTECTION BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. SCALE: AS NOTED TAKEN. A. SCOPE OF WORK END OF SECTION 15300 DRAWN BY: AEH F. GUARANTEE B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. 1. THIS CONTRACTOR MUST USE A LANDLORD APPROVED FIRE PROTECTION DIVISION 15 - MECHANICAL A&E JOB NO.: 20080538 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK. ALL COSTS MUST BE SECTION 15500 UNDER THEIR CONTRACT AND SHALL MAKE GOER, REPAID WORK REPLACE E THEIR C. FIXTURES AND EQUIPMENT AS SCHEDULED. INCLUDED IN THIS CONTRACTORS BID. FIRE PROTECTION CONTRACTOR MUST HEATING, VENTILATION, AND AIR CONDITIONING SHEET TITLE: OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE COMPLY WITH ALL SECTIONS OF THIS SPECIFICATION AND INCLUDE SAME IN BID. DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO A. SCOPE OF WORK MECHANICAL SPECIFICATIONS (IN WRITING) OF THE INSTALLATION BY THE GENERAL CONTRACTOR'S PLANS). 2. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, CONSTRUCTION MANAGER.INSTALLATION EXTENDED WARRANTIES ARE CONTRACTOR'S SPECIFIES WITH TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, INDIVIDUAL ON MANAG. E. TESTS AND ADJUSTMENTS. AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF 2. THE OWNER SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, ON EQUIPMENT PROVIDED BY THE OWNER AND ITS VENDORS. THIS CONTRACTOR ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO WARRANTIES BEYOND A COMPLETE WORKING SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: SHALL NOT BEAR ADDITIONAL WARRAN SYSTEM, AND AS SUCH, NO ADDITIONAL ARRAN MONIES SHOULD BE INCLUDED WORKING IN THE ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE SHEET NUMBER: BID. CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. COVERAGE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA-13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND THE OWNER. G. RECORD DRAWINGS 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO m 5 _. 0 FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. 2 BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE I. C SWING CHECK VALVES, 2—INCH AND SMALLER: FULL GUT REMODEL THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B62 WITH SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (IE. ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. HORIZONTAL SWING, Y—PATTERN, RENEWABLE BRONZE DISC, AND HAVING OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO DIFFUSER, REGISTER SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST COORDINATE STEEL FRAMING REQUIREMENTS, ROOF PENETRATIONS, AND ROOF FLASHING THREADED OR SOLDERED ENDS. ' �'` AVOID INTERFERENCES AND CONFRONTATIONS. ) PRIOR TO DEVICE CONNECTION. REFER TO DETAILS. WITH G.C. TO DETERMINE SCOPE OF WORK PRIOR TO BID. THIS CONTRACTOR MUST � 4 RECEIVE WRITTEN APPROVAL BEFORE ANY ADDITIONAL WORK TAKES PLACE. D SWING CHECK VALVES, 2-1/2 INCH AND LARGER: 3 RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. 5. SUPPORT SYSTEMS CLASS 125, CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE B. HVAC EQUIPMENT A. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS K. CONDENSATE PIPING BRONZE ALOVE REMAINS INNTHE LINE.S AND CAPABLE OF BEING REFITTED WHILE THE � \''Q INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET 1 INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THE OWNER OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING TIN—ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC E COMBINATION BALANCING AND SHUT—OFF VALVES: 1 PRIMARY HEAT AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS AND SCHEDULES FOR DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS SEPARATION BETWEEN DISSIMILAR METALS. DRAIN SHALL TERMINATE AT A CODE BELL & GOSSETT CIRCUIT SE I I ER WITH LOCKING SET POINT. A CIRCUIT AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL APPROVED LOCATION. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SETTER BALANCE WHEEL MUST BE INCLUDED WITH O&M MANUAL. TACO OR \ REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND HOMESTEAD ARE CONSIDERED AS EQUAL. \, \ TEN (10) YEAR HEAT EXCHANGER WARRANTY. AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. . \ BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. 4 PIPING SPECIALTIES N\ 2 ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. B. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM A PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG) — 1/4 INCH NPT FITTINGS APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND 1-1/2"X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE, OF OPENING. THE 2 EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 U.V. RESISTANT PVC PIPING. TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH 0.D. OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH PVC JOINTS SHALL BE SLIP FIT. DRAIN SHALL TERMINATE AT A CODE APPROVED FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT GAP INC. SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. LOCATION. 400 PSIG AT 0 DEG F TO 200 DEG F 3 EQUIPMENT SHALL BE INSTALLED AND START—UP PERFORMED IN STRICT ACCORDANCE B STRAINERS — "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH CORPORATE ARCHITECTURE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST 850 CHERRY AVENUE BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. 6. DUCTWORK CLEANING FOR PAINT APPLICATION 3 INSULATE ALL INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 0 75 F) PIPE PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, SAN BRUNO, CA 94066 INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME FLANGED FOR 2-1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 A. ALL DUCTWORK REQUIRING PAINTING AND EXPOSED IN SALES AREAS AND SPREAD AND SMOKE DEVELOPED RATINGS. INCH FOR HEATING AND 1 8 INCH FOR CHILLED OR CONDENSER WATER. STORE NO.: C. METAL DUCTWORK — NO FIBERGLASS DUCT ALLOWED FITTING ROOMS SHALL BE PHOSPHATIZED OR "PAINTGRIP" SPIRAL GALVANIZED PROVIDED WITH BLOWDOWN VALVE WITH HOSE END FITTING. UNINSULATED 4 INSTALL ALL NECESSARY PIPE HANGERS, AND SADDLES TO PROPERLY SUPPORT ALL "TFI" 2805 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY SHEET METAL EXCEPT FOR SPIRAL DUCTWORK BY LINDAB C THERMOFLO INDICATOR — BELL & GOSSETT MODEL TFI THE G.C.. SIGNIFICANT DEVIATIONS IN ROUTING OR SIZING OF THE DUCTWORK PIPING PRODUCTS WHICH IS TO BE PREPARED ACCORDING TO THE PAINT CONDENSATE PIPING. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE STORE NAME: WASHINGTON SQUARE / MANUFACTURES RECOMMENDATIONS FOR THE ADHERENCE OF PAINT. SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE 5 INSULATION SYSTEMS MUST BE CLOUDED AND NOTED ON THE SHOP DRAWINGS. THESE DRY AND FREE FROM SPIRAL MANUFACTURER'S REQUIRED BY CODES. A ALL HYDRONIC PIPING FOR CHILLED WATER AND HEATING WATER (NOT INCLUDING SIGNIFICANT DEVIATIONS MUST BE APPROVED BY THE OWNER'S ENGINEER PRIOR TO SURFACES SHALL BE CLEAN, ( STORE LOCATION: FABRICATION OR INSTALLATION. LUBRICANTS THAT WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF L. REFRIGERANT PIPING CONDENSER WATER UNLESS SPECIFICALLY NOTED OTHERWISE), VALVES, APPLIED PAINT COATING. REMOVE ALL DIRT AND GREASE FROM GALVANIZED FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 GAP/GAP BODY, SUITE F06 SPIRAL DUCTWORK WITH A WATER BASED COMMERCIAL DETERGENT AND WIPE INCHES, INSULATE WITH 1 INCH THICK (K=0.23 ® 75 DEG F) FIBERGLASS 9677 SW WASHINGTON SQUARE RD. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE REFRIGERANT PIPING DRY WITH DRY CLEAN CLOTHS. SURFACE SHALL BE FREE OF ALL FOREIGN INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT MATERIALS. SYSTEM BETWEEN THE INDOOR FAN UNITS AND OUTDOOR FAN UNITS. 2-1/2 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH THICK (K=0.23 0 75 TIGARD, OR CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (IE. EMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT D. FLEXIBLE CONNECTIONS 2 PIPING DEG F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR 97223-4452 CONSTRUCTION STANDARDS. BARRIER. 1 FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS A REFRIGERANT PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBING GAP PROJ. I.D.: 0000044154 3. ROUND AND FLAT OVAL DUCTWORK BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND (ASTMB88). TUBING SHALL BE CLEAN, CAPPED AND NITROGEN CHARGED. B INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE A. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK, EXCEPT DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE HARD AND NON—COMPRESSIBLE. SYSTEMS WITH DROP BOX DIFFUSERS, SHALL BE LINDAB, UNITED MCGILL OR DUCTS CROSS BUILDING EXPANSION JOINTS. B ALL FITTING AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI PROTOTYPE V9 DATE: SEMCO DUCT SYSTEMS CONSISTING OF FITTINGS THAT ARE FACTORY FITTED WITH B16.22). ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER— C ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 2 FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE—COATED FLAMEPROOF PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS-5 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 TO CONFORM WITH 08/11 /08 A SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO ALLOY. NFPA REQUIREMENTS, THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL TI-IE .E DUCT JOINTS WITHOUT THE FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND OPENING Q1 /Q2 2009 USE OF DUCT SEALER. PREVENT THE TRANSMISSION OF VIBRATION. C ALL ELBOWS SHALL BE LONG RADIUS TYPE. D PROVIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES, ELLS OR B. MATERIAL: ALL DUCT AND FITTINGS SHALL BE G-90 OR G-60 GALVANIZED E. VIBRATION ISOLATION DEVICES SPECIALTY FITTINGS. STEEL IN ACCORDANCE WITH ASTM A-643 AND A-924. 3 INSTALLATION 6 GENERAL INSTALLATION 1 VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED IN ALL A INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS C. CONSTRUCTION: ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND A SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. SMACNA'S DUCT CONSTRUCTION STANDARDS +10 IN W.G. STRUCTURE. RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT 2 VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND MANUFACTURER'S RECOMMENDATIONS. B BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 D. FITTINGS: SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. B BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WORKING MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED a. ALL FITTING ENDS SHALL COME FACTORY EQUIPPED WITH A SEALING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" PER 10 FEET. GASKET. GASKET SHALL BE CLASSIFIED BY UNDERWRITER'S 3 EXAMINE DEAD LOAD AND OPERATING LOAD CONDITION WHEN SELECTING DEVICES. BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL BRAZING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND LABORATORIES TO CONFORM TO ASTM E84-91A AND NFPA 90A ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING " THE ISOLATOR. C REFER TO MECHANICAL DRAWINGS FOR APPLICABLE DETAILS. SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR FLAMESPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. LEAKS WITH AN INERT GAS UP TO 245 PSIG. REDO LEAKING JOINTS AND 4 CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT RETEST UNIT SYSTEM IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF b. ALL FITTINGS SHALL BE CONTINUOUSLY STITCH WELDED OR SHALL BE THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. MERCURY. CHARGE SYSTEM WITH 25 PSI OF R-22 AND AN INERT GAS TO 245 STANDING SEAM GORELOCK CONSTRUCTION AND INTERNALLY SEALED. 5 CONSULT MANUFACTURER FOR APPLICATION DATA. PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS SECTION 15950 MUST BE COMPLETELY RESEALED UNTIL NO LEAKS EXIST. TURN ON CRANK CASE TESTING, ADJUSTING, AND BALANCING C. THE RADIUS OF ALL 90' AND 45' ELBOWS SHALL BE 1.5 TIMES THE ELBOW HEATERS 24 HRS PRIOR TO STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT DIAMETER. THE RADIUS OF ALL 15', 30'AND 60' ELBOWS SHALL BE 1.0 F. FLEXIBLE AIR DUCT LIQUID IS OUT OF THE COMPRESSOR. TIMES THE ELBOW DIAMETER. PART 1 GENERAL 1 FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING C UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING d. ALL FITTINGS THAT ARE OF EITHER SPOT WELDED OR BUTTON PUNCHED PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY AWINGS. 1.1 SUMMARY WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. SEALED. WHEN CONTRACT DOCUMENTS REQUIRE DIVIDED FLOW FITTINGS INCLUDED AS SUCH IN THE BID. A. SECTION INCLUDES TESTING, ADJUSTING, AND BALANCING OF AIR, ONLY FULL BODY FITTINGS WILL BE ACCEPTED. ALL BRANCH D INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY WITH WATER AND REFRIGERATION SYSTEMS AND MEASUREMENT OF FINAL CONNECTIONS SHALL BE MADE AS A SEPARATE FITTING. FIELD RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD OPERATING CONDITION OF HVAC SYSTEMS. INSTALLATION OF TAPS INTO SPIRAL DUCT SHALL NOT BE ALLOWED. 2 FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIR DUCT MAY RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM NOT INSULATE THE HOT GAS (LIQUID) LINES OR ANY HOT GAS BYPASS LINES IF 1.2 REFERENCES e. ALL VOLUME DAMPERS SHALL BE FITTING SIZED TO SLIP INTO SPIRAL G.C.'S CONSTRUCTION MANAGER UNLESS NOTED OTHERWISE. APPLICABLE. A. AABC (ASSOCIATED AIR BALANCE COUNCIL DUCT. DAMPER SHALL HAVE THE FOLLOWING FEATURES: LOCKING ) — NATIONAL STANDARDS 3 FLEXIBLE DUCT SHALL NOT EXTEND OVER 10'-0" IN LENGTH AT ANY ONE LOCATION. FOR TOTAL SYSTEM BALANCE. QUADRANT WITH BLADE POSITION INDICATOR 2" SHEET METAL INSULATION 4 INSPECTION STAND—OFF INTEGRAL SHAFT/BLADE ASSEMBLY SHAFT MOUNTED, LOAD B. NEBB (NATIONAL ENVIRONMENTAL BALANCING BUREAU) — PROCEDURAL G. MANUAL DAMPERS A CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO THE STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL BEARING BUSHINGS GASKETED SHAFT PENETRATIONS TO MINIMIZE LOCAL CARRIER FIELD REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING SYSTEMS. LEAKAGE. 1 FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL E. PERFORMANCE: SELF SEALING DUCT SYSTEM PERFORMANCE SHALL MEET HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. THE LOCAL CARRIER INSPECTOR FOR FIELD INSPECTION OF WORK PERFORMED AT 1.3 SUBMITTALS SMACNA'S LEAKAGE CLASS 3 REQUIREMENTS AT —10 IN W.G. TO +10 IN W.G. H. FIRE DAMPERS & SMOKE FIRE DAMPERS G.C.'S EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER A. TEST REPORTS: THE TAB REPORT SHALL BE IN THE FORMAT OF THE PROFESSIONAL STAMP: PERFORMANCE BY CARRIER FIELD REPRESENTATIVE MUST BE CORRECTED AT NO AABC NATIONAL STANDARD REPORT OR THE NEBB CERTIFIED REPORT FORMS PROF F. SUBMITTALS: SUBMIT MANUFACTURERS DUCT SYSTEM CATALOG DATA FOR 1 FIRE DAMPERS SHALL BE RUSKIN MODEL NO. FD36, FD6OFA OR FDR25. ADDITIONAL CHARGES TO G.C. OR THE OWNER. AS PUBLISHED IN THEIR MOST CURRENT EDITIONS. ��FQ' G�N.�Fssip REVIEW AND APPROVAL. SUBMIT SHALL INCLUDE DUCT, FITTING AND B. FURNISH FOUR COPIES OF REPORTS, COMPLETE WITH TABLE OF CONTENTS c, �� '�' pi. SELF SEALING GASKET CATALOG INFORMATION. 2 PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY ALL PAGE AND INDEXING TABS AND WITH COVER IDENTIFICATION AT FRONT M. HYDRONIC PIPING �5 di CODES. INCLUDE SET OF REDUCED INDEX DRAWINGS WITH AIR OUTLETS AND EQUIPMENT 4. RECTANGULAR DUCTWORK 1 FURNISH AND INSTALL A COMPLETE HYDRONIC PIPING SYSTEM AS REQUIRED. IDENTIFIED TO CORRESPOND WITH DATA SHEETS, AND INDICATING 3 COMBINATION SMOKE FIRE DAMPERS SHALL BE RUSKIN MODEL NO. FSD36, FSD6OFA, OR THERMOSTAT LOCATIONS. OREG� A. EXCEPT WHERE OTHERWSE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FSDR25. 2 PIPING C. INCLUDE A COPY OF AABC NATIONAL PROJECT PERFORMANCE GUARANTY ,I, ,�`� .� FOLLOWING PRESSURE CLASSIFICATIONS: OR COPY OF NEBB CERTIFICATE OF CONFORMANCE CERTIFICATION. - �V. 12,2• )® A HYDRONIC PIPING FOR CHILLED WATER, CONDENSER WATER AND/OR HEATING I. DUCTWORK INSULATION & LINING WATER SHALL BE ASTM A53, SCHEDULE 40, STANDARD WIEGHT,BLACK STEEL PIPE `r11V R•\AP SUPPLY DUCTS: 2 W.G., POSITIVE RETURN OR TYPE "M" COPPER TUBE. BLACK STEEL PIPE SHALL HAVE WELDED FITTINGS FOR 1.4 QUALITY ASSURANCE ., 00101 1 FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S P. AND EXHAUST DUCTS: 2" W.G., NEGATIVE WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. PIPE 2-1/2" AND LARGER AND 300# MALLEABLE IRON FITTINGS FOR PIPE 2" AND A. PERFORM WORK IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR B. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE INSULATION MUST COMPLY WITH NFPA 90A. SMALLER. COPPER TUBE SHALL UTILIZE WROUGHT COPPER FITTINGS WITH 95-5 FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR 31 .-1/c1 FOLLOWING PRESSURE CLASSIFICATIONS: SOLDER OR SILFOS FOR PRESSURES GREATER THAN 50 PSI. PROVIDE DIELECTRIC NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF 2 DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT ENVIRONMENTAL SYSTEMS ARCHITECT INFO: SUPPLY DUCTS: CLASS B — 3" W.G. DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED DUCT TO MAINTAIN INSIDE CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS RETURN AND EXHAUST DUCTS: CLASS C — 2" W.G. CLEAR DIMENSIONS. MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS 1.5 QUALIFICATIONS GreenbergFarrow WHERE SERVICE OR REMOVAL MAY BE REQUIRED. 3 ALL RECTANGULAR SUPPLY DUCTWORK WITHIN 15 FEET AND RETURN DUCTWORK WITHIN A. THE TESTING, ADJUSTING AND F ALL WORK SHALL IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE 10 FEET OF THE HVAC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL B ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A BE PERFORMED BY AN INDEPENDENT CONRACTOR THAT IS CURRENTLY 1430 West Peachtree Street, N.W. CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED � AS MINIMUM PRESSURE OF 125 PSI. Suite 200 REQUIRED FOR FINAL AIR BALANCE APPROVAL. BE 1 INCH THICK, 1-1/2 LB DENSITY LINER. LINER SHALL HAVE A COATED LICENSED BY AABC OR NEBB. THE COMPANY SHALL SPECIALIZE IN TAB OF SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND SYSTEMS SPECIFIED IN THIS SECTION AND SHALL HAVE A MINIMUM THREE Atlanta, GA 30309 MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO C ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM YEARS DOCUMENTED EXPERIENCE CERTIFIED BY AABC OR NEBB. t: 404 601 4000 f:404 601 3980 C. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT COATED WITH ADHESIVE. SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER VENT ALL PIPING AND BALANCE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ISSUE TYPE: VIBRATIONS, REGARDLESS OF DUCT GAUGE. EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR ADJUSTING SUPERVISOR EXPERIENCED IN PERFORMANCE OF THIS WORK AND LL/PERMIT/BID 01/20/2009 4 INSULATE ALL OF THE FOLLOWING DUCTWORK: SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM LICENSED AT PLACE WHERE PROJECT IS LOCATED. SET D. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED, UNTREATED OUTSIDE UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED AIR DUCTWORK LOCATED WITHIN THE INTERIOR, ALL EXTERIOR SUPPLY AND RETURN REPRESENTATIVE. 1.6 TIMING SCALE: AS NOTED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. AIR DUCTWORK A. THE COMPLETE TAB REPORTS SHALL BE PROVIDED TO THE OWNER NO D PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN LATER THAN ONE (1) WEEK PRIOR TO CONSTRUCTION END DATE. DRAWN BY: AEH E. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS— INSULATION SHALL BE 1-1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. WRIIIEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT A&E JOB NO.: 20080538 FIBER—FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR INSTALLED THERMAL RESISTANCE SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS PART 2 PRODUCTS CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL AND 6.0 FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODE, WHICHEVER IS NOT USED. CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT SHEET TITLE: ACCEPTED IN LIEU OF TAPE. JACKETING. THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. MECHANICAL SPECIFICATIONS F. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO 5 ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 3 VALVES SEAL FLANGED JOINTS. 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. A GATE VALVES, 2—INCH AND SMALLER: G. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS CLASS 150, BODY AND UNION BONET OF ASTM B62 CAST BRONZE WITH THREADED SPECIFICALLY NOTED OTHERWISE. J. CURBS AND STEEL FRAMING FOR SUPPORT OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE—PACKABLE UNDER PRESSURE. BALL H. PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, 1 THIS CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY CURBS AND BLOCKING VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. SHEET NUMBER: CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE ' INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH OF THE SAME MANUFACTURER OF B GATE VALVE, 2-1/2 INCH AND LARGER: IT MUST BE APPROVED BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO THE EQUIPMENT SUPPORTED, UNLESS NOTED OTHERWISE. INSULATE UNDER THE CLASS 125 IRON BODY, RENEWABLE BRONZE SEATS AND SOLID SEDGE DISC, - INSTALLATION. LAY—IN SUPPLY AND RETURN AIR DIFFUSERS WITH PLASTER COMPRESSOR SECTION. ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE RISING STEM, FLANGED ENDS, AND RE—PACKABLE UNDER PRESSURE. FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3'-0" OF DEVICE. FULL GUT REMODEL B. FURNISH FOUR COPIES OF REPORTS, COMPLETE WITH TABLE OF CONTENTS J. MEASURE TEMPERATURE CONDITIONS ACROSS OUTSIDE AIR, RETURN AIR, AND 8. COOLING COIL DATA: 17. CHILLERS: PAGE AND INDEXING TABS AND WITH COVER IDENTIFICATION AT FRONT. INCLUDE EXHAUST DAMPERS TO CHECK LEAKAGE. A. IDENTIFICATION/NUMBER A. IDENTIFICATION/NUMBER SET OF REDUCED INDEX DRAWINGS WITH AIR OUTLETS AND EQUIPMENT B. LOCATION B. MANUFACTURER \\\\\N IDENTIFIED TO CORRESPOND WITH DATA SHEETS, AND INDICATING THERMOSTAT K. AT MODULATING DAMPER LOCATIONS, TAKE MEASUREMENTS AND BALANCE AT C. SERVICE C. CAPACITY LOCATIONS. EXTREME CONDITIONS. [BALANCE VARIABLE VOLUME SYSTEMS AT MAXIMUM D. MANUFACTURER D. MODEL NUMBER t AIRFLOW RATE, FULL COOLING, AND AT MINIMUM AIRFLOW RATE, FULL E. AIR FLOW, DESIGN AND ACTUAL E. SERIAL NUMBER C. INCLUDE A COPY OF AABC NATIONAL PROJECT PERFORMANCE GUARANTY OR HEATING. F. ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL F. EVAPORATOR ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL \\\ \, COPY OF NEBB CERTIFICATE OF CONFORMANCE CERTIFICATION. G. ENTERING AIR WB TEMPERATURE, DESIGN AND ACTUAL G. EVAPORATOR LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL FOR VARIABLE AIR VOLUME SYSTEM POWERED UNITS SET VOLUME H. LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL H. EVAPORATOR PRESSURE DROP, DESIGN AND ACTUAL ` `� :, 1.4 QUALITY ASSURANCE CONTROLLER TO AIRFLOW SETTING INDICATED. CONFIRM CONNECTIONS I. LEAVING AIR WB TEMPERATURE, DESIGN AND ACTUAL I. EVAPORATOR WATER FLOW RATE, DESIGN AND ACTUAL PROPERLY MADE AND CONFIRM PROPER OPERATION FOR AUTOMATIC J. WATER FLOW, DESIGN AND ACTUAL J. CONDENSER ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL A. PERFORM WORK IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR FIELD VARIABLE-AIR-VOLUME TEMPERATURE CONTROL. K. WATER PRESSURE DROP, DESIGN AND ACTUAL K. CONDENSER PRESSURE DROP, DESIGN AND ACTUAL MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR NEBB L. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL L. CONDENSER WATER FLOW RATE, DESIGN AND L, \\INN\\\I ACTUAL PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF M. ON FAN POWERED VAV BOXES, ADJUST AIRFLOW SWITCHES FOR PROPER M. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL ENVIRONMENTAL SYSTEMS OPERATION. N. SATURATED SUCTION TEMPERATURE, DESIGN AND ACTUAL 18. COOLING TOWER: 0. AIR PRESSURE DROP, DESIGN AND ACTUAL A. TOWER IDENTIFICATION/NUMBER ' � 1.5 QUALIFICATIONS 3.5 WATER SYSTEM PROCEDURE B. MANUFACTURER 9. HEATING COIL DATA: C. MODEL NUMBER A. THE TESTING, ADJUSTING AND BALANCING (TAB) OF ALL WORK SHALL BE A. ADJUST WATER SYSTEMS, AFTER AIR BALANCING, TO OBTAIN DESIGN A. IDENTIFICATION/NUMBER D. SERIAL NUMBER GAP INC. PERFORMED BY AN INDEPENDENT CONTRACTOR THAT IS CURRENTLY QUANTITIES. B. LOCATION E. RATED CAPACITY CORPORATE ARCHITECTURE LICENSED BY AABC OR NEBB. THE COMPANY SHALL SPECIALIZE IN TAB OF C. SERVICE F. ENTERING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL 850 CHERRY AVENUE SYSTEMS SPECIFIED IN THIS SECTION AND SHALL HAVE A MINIMUM THREE YEARS B. USE CALIBRATED VENTURI TUBES, ORIFICES, OR OTHER METERED FITTINGS D. MANUFACTURER G. LEAVING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL 850 CHERRY AVENUE 94066 DOCUMENTED EXPERIENCE CERTIFIED BY AABC OR NEBB. AND PRESSURE GAUGES TO DETERMINE FLOW RATES FOR SYSTEM BALANCE. E. AIR FLOW, DESIGN AND ACTUAL H. AMBIENT AIR DB TEMPERATURE SAN WHERE FLOW-METERING DEVICES ARE NOT INSTALLED, BASE FLOW BALANCE F. WATER FLOW, DESIGN AND ACTUAL I. CONDENSER WATER ENTERING TEMPERATURE ON TEMPERATURE DIFFERENCE ACROSS VARIOUS HEAT TRANSFER ELEMENTS G. WATER PRESSURE DROP, DESIGN AND ACTUAL J. CONDENSER WATER LEAVING TEMPERATURE STORE NO.: 2805 B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE IN SYSTEM. H. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL K. CONDENSER WATER FLOW RATE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING I. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL L. FAN RPM SUPERVISOR EXPERIENCED IN PERFORMANCE OF THIS WORK AND LICENSED AT C. ADJUST SYSTEMS TO OBTAIN SPECIFIED PRESSURE DROPS AND FLOWS J. ENTERING AIR TEMPERATURE, DESIGN AND ACTUAL STORE NAME: WASHINGTON SQUARE PLACE WHERE PROJECT IS LOCATED. THROUGH HEAT TRANSFER ELEMENTS PRIOR TO THERMAL TESTING. PERFORM K. LEAVING AIR TEMPERATURE, DESIGN AND ACTUAL 19. HEAT EXCHANGER: BALANCING BY MEASUREMENT OF TEMPERATURE DIFFERENTIAL IN L. AIR PRESSURE DROP, DESIGN AND ACTUAL A. IDENTIFICATION/NUMBER STORE LOCATION: 1.6 TIMING CONJUNCTION WITH AIR BALANCING. B. LOCATION 10. ELECTRIC DUCT HEATER: C. SERVICE GAP/GAP BODY, SUITE F06 A. THE COMPLETE TAB REPORTS SHALL BE PROVIDED TO THE OWNER NO LATER D. EFFECT SYSTEM BALANCE WITH AUTOMATIC CONTROL VALVES FULLY OPEN OR A. MANUFACTURER D. MANUFACTURER THAN ONE (1) WEEK PRIOR TO CONSTRUCTION END DATE. IN NORMAL POSITION TO HEAT TRANSFER ELEMENTS. B. IDENTIFICATION/NUMBER E. MODEL NUMBER 9677 SW WASHINGTON SQUARE RD. C. LOCATION F. SERIAL NUMBER TIGARD, OR PART 2 PRODUCTS NOT USED. E. EFFECT ADJUSTMENT OF WATER DISTRIBUTION SYSTEMS BY MEANS OF D. MODEL NUMBER G. STEAM PRESSURE, DESIGN AND ACTUAL BALANCING COCKS, VALVES, AND FITTINGS. DO NOT USE SERVICE OR SHUT- E. DESIGN KW H. PRIMARY WATER ENTERING TEMPERATURE, DESIGN AND ACTUAL 97223-4452 PART 3 EXECUTION OFF VALVES FOR BALANCING UNLESS INDEXED FOR BALANCE POINT. F. NUMBER OF STAGES I. PRIMARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL 3.1 HVAC CONTRACTOR RESPONSIBILITIES F. WHERE AVAILABLE PUMP CAPACITY IS LESS THAN TOTAL FLOW REQUIREMENTS G. PHASE, VOLTAGE, AMPERAGE J. PRIMARY WATER FLOW, DESIGN AND ACTUAL GAP PROJ. I.D.: 0000044154 OR INDIVIDUAL SYSTEM PARTS, SIMULATE FULL FLOW IN ONE PART BY H. TEST VOLTAGE (EACH PHASE) K. PRIMARY WATER PRESSURE DROP, DESIGN AND ACTUAL I. TEST AMPERAGE (EACH PHASE) L. SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL A. THE HVAC CONTRACTOR SHALL VERIFY THAT THE HVAC SYSTEMS ARE TEMPORARY RESTRICTION OF FLOW TO OTHER PARTS. COMPLETE AND OPERABLE BEFORE TAB WORK IS STARTED. THE HVAC 3.6 REPORTS J. AIR FLOW, SPECIFIED AND ACTUAL M. SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL PROTOTYPE V9 DATE: K. TEMPERATURE RISE, SPECIFIED AND ACTUAL N. SECONDARY WATER FLOW, DESIGN AND ACTUAL 08/11 /08 CONTRACTOR SHALL BE PRESENT DURING THE TEST ADJUSTING AND 0. SECONDARY WATER PRESSURE DROP, DESIGN AND ACTUAL BALANCING OF THE HVAC SYSTEM TO PROVIDE ASSISTANCE TO THE TAB A. REFER TO PLANS FOR EQUIPMENT DESIGN DATA SCHEDULES. 11. AIR MOVING EQUIPMENT CONTRACTOR. REQUIREMENTS INCLUDE THE FOLLOWING: A. LOCATION 20. TAB PROCESS & PROCEDURE TAB CONTRACTOR SHALL PROVIDE INITIAL REPORT OPENING Q1 /Q2 2009 B. REPORT FORMS B. MANUFACTURER TO GENERAL 1. SYSTEMS ARE STARTED AND OPERATING IN SAFE AND NORMAL C. MODEL NUMBER A. CONTRACTOR FOR REVIEW. IF ANY ITEMS ON TAB REPORT ARE NOT WITHIN CONDITION. 1. TITLE PAGE: D. SERIAL NUMBER PLUS OR MINUS 10 % OF DESIGN. TAB AND GENERAL CONTRACTOR SHALL 2. TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND A. NAME OF TESTING, ADJUSTING, AND BALANCING AGENCY E. ARRANGEMENT/CLASS/DISCHARGE MAKE THE APPROPRIATE CHANGES TO MEET DESIGN SPECIFICATION. IF OPERABLE. B. ADDRESS OF TESTING, ADJUSTING, AND BALANCING AGENCY F. AIR FLOW, SPECIFIED AND ACTUAL DESIGN SPECIFICATION CAN NOT BE MET SUBMIT A DEFICIENCY REPORT TO 3. ALL BALANCING DEVICES AND HVAC EQUIPMENT ARE ACCESSIBLE C. TELEPHONE AND FACSIMILE NUMBERS OF TESTING, ADJUSTING, AND G. RETURN AIR FLOW, SPECIFIED AND ACTUAL GAP INC. FOR REVIEW. GENERAL CONTRACTOR TO SUBMIT FINAL TAB 4. PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL BALANCING AGENCY H. OUTSIDE AIR FLOW, SPECIFIED AND ACTUAL REPORT TO GAP INC. WHEN ALL ITEMS ARE WITHIN SPECIFICATION. EQUIPMENT. D. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF TOTAL EXTERNAL), SPECIFIED AND ACTUAL 5. NEW AIR FILTERS ARE INSTALLED JUST PRIOR TO AIR BALANCE AND CONTRACTOR J. INLET PRESSURE I. TOTAL STATIC PRESSURE (TOTAL OF SECTION IMMEDIATELY AFTER PROJECT IS COMPLETE. E. PROJECT NAME 6. DUCT SYSTEMS ARE CLEAN OF DEBRIS. F. PROJECT LOCATION K. DISCHARGE PRESSURE 7. FANS ARE ROTATING CORRECTLY. G. PROJECT ARCHITECT L. SHEAVE MAKE/SIZE/BORE 8. FIRE AND VOLUME DAMPERS ARE IN PLACE AND OPEN. H. PROJECT ENGINEER M. NUMBER OF BELTS/MAKE/SIZE 9. AIR COIL FINS ARE CLEANED AND COMBED. I. PROJECT CONTRACTOR N. FAN RPM 10. ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE. J. PROJECT ALTITUDE 11. AIR OUTLETS ARE INSTALLED AND CONNECTED. K. DATE TAB WAS PERFORMED: 12. RETURN AIR/OUTSIDE AIR DATA: 12. DUCT SYSTEM LEAKAGE IS MINIMIZED. A. IDENTIFICATION/LOCATION 13. HYDRONIC SYSTEMS ARE FLUSHED, FILLED, AND VENTED. 2. SUMMARY COMMENTS: B. DESIGN AIR FLOW 14. PUMPS ARE ROTATING CORRECTLY. A. COPY OF CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS C. ACTUAL AIR FLOW 15. PROPER STRAINER BASKETS ARE CLEAN AND IN PLACE OR IN NORMAL (AABC OR NEBB) FOR D. DESIGN RETURN AIR FLOW POSITION. THIS PROJECT. E. ACTUAL RETURN AIR FLOW 16. SERVICE AND BALANCING VALVES ARE OPEN. B. ACTUAL SPACE TEMPERATURES WITH CORRESPONDING THERMOSTAT SET F. DESIGN OUTSIDE AIR FLOW POINTS FOR EACH UNIT. G. ACTUAL OUTSIDE AIR FLOW B. IF THE TAB CONTRACTOR DETERMINES THAT A FAN SHEAVE OR BELT C. DESIGN VERSUS FINAL PERFORMANCE H. RETURN AIR TEMPERATURE REPLACEMENT IS NEEDED TO MEET THE BALANCING REQUIREMENTS, THEN D. NOTABLE CHARACTERISTICS OF SYSTEM I. OUTSIDE AIR TEMPERATURE THE HVAC CONTRACTOR SHALL REPLACE THE FAN SHEAVE/BELT AS E. DESCRIPTION OF SYSTEMS OPERATION SEQUENCE J. REQUIRED MIXED AIR TEMPERATURE REQUIRED. THE HVAC CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF F. SUMMARY OF OUTDOOR AND EXHAUST FLOWS TO INDICATE BUILDING K. ACTUAL MIXED AIR TEMPERATURE THE REPLACEMENT WORK. PRESSURIZATION G. NOMENCLATURE USED THROUGHOUT REPORT 13. EXHAUST FAN DATA: 3.2 INSTALLATION TOLERANCES H. TEST CONDITIONS A. LOCATION B. MANUFACTURER A. ALL AIR AND WATER SYSTEMS MUST BE BALANCED WITHIN PLUS OR MINUS 3. INSTRUMENT LIST: C. MODEL NUMBER 10% OF DESIGN. A. INSTRUMENT D. SERIAL NUMBER B. MANUFACTURER E. AIR FLOW, SPECIFIED AND ACTUAL 3.3 ADJUSTING C. MODEL NUMBER F. TOTAL STATIC PRESSURE (TOTAL EXTERNAL), SPECIFIED AND ACTUAL D. SERIAL NUMBER G. INLET PRESSURE A. VERIFY RECORDED DATA REPRESENTS ACTUAL MEASURED OR OBSERVED E. RANGE H. DISCHARGE PRESSURE CONDITIONS. F. CALIBRATION DATE I. SHEAVE MAKE/SIZE/BORE B. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER 4. AIR DISTRIBUTION TEST SHEET: J. NUMBER OF BELTS/MAKE/SIZE ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED. SET AND LOCK A. AIR TERMINAL NUMBER K. FAN RPM PROFESSIONAL STAMP.. MEMORY STOPS. B. ROOM NUMBER/LOCATION 14. VAV BOX DATA: ,\v,ED PROFF C. TERMINAL TYPE A. MANUFACTURER N NF ssi C. AFTER ADJUSTMENT, TAKE MEASUREMENTS TO VERIFY BALANCE HAS NOT D. TERMINAL SIZE B. TYPE, FAN POWERED, STANDARD ��' 02 BEEN DISRUPTED. IF DISRUPTED, VERIFY CORRECTING ADJUSTMENTS HAVE E. AREA FACTOR C. IDENTIFICATION/NUMBER 820 1PE BEEN MADE. F. DESIGN VELOCITY D. LOCATION , G. DESIGN AIR FLOW E. MODEL NUMBER D. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, H. TEST (FINAL) VELOCITY F. SIZE OR `ON CLOSING ACCESS DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, I. TEST (FINAL) AIR FLOW G. MINIMUM STATIC PRESSURE Of, p� AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. J. PERCENT OF DESIGN AIR FLOW H. MINIMUM DESIGN AIR FLOW ./ ,20 y I. MAXIMUM DESIGN AIR FLOW "V R.N1 ti E. AT FINAL INSPECTION, RECHECK RANDOM SELECTIONS OF DATA RECORDED IN 5. DUCT TRAVERSE: J. MAXIMUM ACTUAL AIR FLOW EXP , ay 07 REPORT. RECHECK POINTS OR AREAS AS SELECTED AND WITNESSED BY A. SYSTEM ZONE/BRANCH K. INLET STATIC PRESSURE OWNER. B. DUCT SIZE 3/p/t) 3.4 AIR SYSTEM PROCEDURE C. AREA 15. AIR COOLED CONDENSER: D. DESIGN VELOCITY A. IDENTIFICATION/NUMBER E. DESIGN AIR FLOW B. LOCATION ARCHITECT INFO: A. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO OBTAIN REQUIRED OR F. TEST VELOCITY C. MANUFACTURER DESIGN SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES [AT SITE ALTITUDE]. G. TEST AIR FLOW D. MODEL NUMBER GreenbergFarrow H. DUCT STATIC PRESSURE E. SERIAL NUMBER B. MAKE AIR QUANTITY MEASUREMENTS IN MAIN DUCTS BY PITOT TUBE I. AIR TEMPERATURE F. ENTERING DB AIR TEMPERATURE, DESIGN AND ACTUAL TRAVERSE OF ENTIRE CROSS SECTIONAL AREA OF DUCT. J. AIR CORRECTION FACTOR G. LEAVING DB AIR TEMPERATURE, DESIGN AND ACTUAL 1430 West Peachtree Street, N.W. H. NUMBER OF COMPRESSORS Suite 200 C. MEASURE AIR QUANTITIES AT AIR INLETS AND OUTLETS. 6. ELECTRIC MOTORS FOR ALL HVAC EQUIPMENT: Atlanta, GA 30309 A. MANUFACTURER 16. PUMP DATA: t:404 601 4000 f:404 601 3980 D. ADJUST DISTRIBUTION SYSTEM TO OBTAIN UNIFORM SPACE TEMPERATURES B. MODEL/FRAME A. IDENTIFICATION/NUMBER FREE FROM OBJECTIONABLE DRAFTS. C. HP/BHP AND KW B. MANUFACTURER D. PHASE, VOLTAGE, AMPERAGE; NAMEPLATE, ACTUAL, NO LOAD C. SIZE/MODEL ISSUE TYPE: LL/PERMIT/BID 01/20/2009 E. USE VOLUME CONTROL DEVICES TO REGULATE AIR QUANTITIES ONLY TO E. RPM D. IMPELLER EXTENT ADJUSTMENTS DO NOT CREATE OBJECTIONABLE AIR MOTION OR F. SERVICE FACTOR E. SERVICE SET SOUND LEVELS. EFFECT VOLUME CONTROL BY VOLUME DAMPERS LOCATED IN G. STARTER SIZE, RATING, HEATER ELEMENTS F. DESIGN FLOW RATE, PRESSURE DROP, BHP AND KW DUCTS. H. SHEAVE MAKE/SIZE/BORE G. ACTUAL FLOW RATE, PRESSURE DROP, BHP AND KW SCALE: NONE F. VARY TOTAL SYSTEM AIR QUANTITIES BY ADJUSTMENT OF FAN SPEEDS. H. DISCHARGE PRESSURE DRAWN BY: RDF PROVIDE SHEAVE DRIVE CHANGES TO VARY FAN SPEED. VARY BRANCH AIR 7. V-BELT DRIVE: I. SUCTION PRESSURE QUANTITIES BY DAMPER REGULATION. A. IDENTIFICATION/LOCATION J. TOTAL OPERATING HEAD PRESSURE A&E JOB NO.: 20080538 B. REQUIRED DRIVEN RPM K. SHUT OFF, DISCHARGE AND SUCTION PRESSURES G. PROVIDE SYSTEM SCHEMATIC WITH REQUIRED AND ACTUAL AIR QUANTITIES C. DRIVEN SHEAVE, DIAMETER AND RPM L. SHUT OFF, TOTAL HEAD PRESSURE SHEET TITLE: RECORDED AT EACH OUTLET OR INLET. D. BELT, SIZE AND QUANTITY E. MOTOR SHEAVE DIAMETER AND RPM MECHANICAL SPECIFICATIONS H. MEASURE STATIC AIR PRESSURE CONDITIONS ON AIR SUPPLY UNITS, F. CENTER TO CENTER DISTANCE, MAXIMUM, MINIMUM, AND ACTUAL INCLUDING FILTER AND COIL PRESSURE DROPS, AND TOTAL PRESSURE ACROSS FAN. MAKE ALLOWANCES FOR 50 PERCENT LOADING OF FILTERS. I. ADJUST OUTSIDE AIR AUTOMATIC DAMPERS, OUTSIDE AIR, RETURN AIR, AND EXHAUST DAMPERS DESIGN CONDITIONS. SHEET NUMBER: NA 5 . 2 FULL GUT REMODEL ELECTRICAL EQUIPMENT SUBMITTAL REQUIREMENTS ELECTRICAL GENERAL NOTES `�� OPTION 1: PROCURE FROM LOEB ELECTRIC ` N RESPONSIBILITY MATRIX LEGEND ELECTRICAL SYMBOLS - THERE ARE NO SUBMITTAL REQUIREMENTS IF ELECTRICAL 1. THE ABBREVIATION G.C., WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWING, GEAR EQUIPMENT IS PROCURED THROUGH LOEB ELECTRIC. SHALL REFER TO 'GENERAL CONTRACTOR'. CONTACT LOEB ELECTRIC FOR PROCUREMENT PROCEDURES. V TELEPHONE OUTLET ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED TO THE STOREFRONT EXTRUSION 0 GC FACTORY FINISHED 0 TELEPHONE OUTLET, FLOOR MOUNTED 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS \\\\ `� FOLLOWING ITEMS LISTED BELOW: ^ ETR = EXISTING TO REMAIN A TELEPHONE OUTLET, CEILING MOUNTED AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR NI THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS ELECTRICAL PANEL (S) L = LANDLORD FURNISHED B REMARKS V DATA OUTLET WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO �� —I 1 STEP—DOWN TRANSFOMER WITH GND. LUG KIT AND I ITEM 0 = OWNER (GAP INC.) PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. MOUNTING ACCESSORIES (AS REQUIRED) GC = GENERAL CONTRACTOR INSTALLED BY Q DATA OUTLET, FLOOR MOUNTED DISCONNECT SWITCH (ES) AND GROUND LUG KIT DATA OUTLET, CEILING MOUNTED 3. LIGHTING, RECEPTACLES AND EQUIPMENT SHALL BE CONNECTED TO EXACT \ \ MANUAL MOTOR STARTER (5) \ PHONE/DATA OUTLET , FLOOR MOUNTED PANEL AND BREAKER AS SHOWN ON PLANS. \\\\\\ \ MOTOR STARTER (S) PHONE DATA OUTLET, CEILING MOUNTED PHOTOCELL ® / 4. ELECTRICAL HOME RUNS SHOWN ARE SCHEMATIC AND MAY ORIGINATE FROM INC. LIGHTING CONTROL SWITCH AND COVER 'p PHONE/DATA OUTLET DIFFERENT LOCATIONS UNLESS OTHERWISE NOTED. MULTIPLE CONNECTIONS TO GAP LIGHTING RELAY (5) AND CONTACTOR (5) RESPONSIBILITY MATRIX A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF CORPORATE ARCHITECTURE CONTACTOR ENCLOSURE (S) P DUPLEX RECEPTACLE A FIELD CONDITION ARE ACCEPTABLE. ANY RELATED COSTS FOR MULTIPLE 850 CHERRY AVENUE BYPASS BUTTON gilll CEILING MOUNTED RECEPTACLE CONNECTIONS SHALL BE INCLUDED IN BID. SAN BRUNO, CA 94066 LIGHTING CONTROL TIMECLOCKS LIGHTING FIXTURES AND LAMPS 0 GC 2 I MANUAL MOTOR STARTER (5) WITH HOA SWITCH MUSIC SYSTEM/SPEAKERS/CABINET 0 0 1,2 OD DUPLEX RECEPTACLE, FLOOR MOUNTED 5. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND STORE NO.: AC TOGGLE SWITCHES MUSIC SYSTEM WIRING 0 0 1,2,3 QUANTITY OF LIGHTING FIXTURES AND SIGNAGE ELEMENT LOCATIONS. 2805 SPECIAL ENGRAVED LABELLING EAS SYSTEM 0 0 ��► PS POWERSTRUT MOUNTED RECEPTACLE OPTION 2: PROCURE FROM OTHER SOURCE REMARKS: QUADRUPLEX RECEPTACLE 6. AIM AND ADJUST ALL TRACK FIXTURES AS DIRECTED BY GAP, INC. STORE NAME: WASHINGTON SQUARE 1. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS (11)GR DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER 7. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60'-0" IN LENGTH SHALL STORE LOCATION: 1. ELECTRICAL SUBMITTAL PROCESS 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD UTILIZE #12 CONDUCTORS MINIMUM, CIRCUITS FROM 61'-0" THRU 100'—O" IN • qw DUPLEX, WHITE RECEPTACLE AND COVERPLATE SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE LENGTH SHALL UTILIZE #1 0 CONDUCTORS MINIMUM AND FROM 101'-0" THRU GAP/GAP BODY, SUITE F06 1.1. GENERAL CONTRACTOR, (G.C.), MUST PROVIDE ws DUPLEX, WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE 150'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM, UNLESS ELECTRICAL GEAR EQUIPMENT SUBMITTALS TO GAP GENERAL CONTRACTOR. OTHERWISE NOTED. 9677 SW WASHINGTON SQUARE RD. INC. CONSTRUCTION PROJECT MANAGER, (CPM), 3. ROUGH—IN BY GC 4SF DUPLEX RECEPTACLE, STOREFRONT TIGARD, OR WITHIN 10 BUSINESS DAYS AFTER BID AWARD. G.C. NOTE: (P SINGLE RECEPTACLE 8. IN DRYWALL CEILING AREAS, ARRANGE CIRCUITS TO AVOID THE USE OF 97223-4452 SHALL NOT PROCURE ANY ELECTRICAL EQUIPMENT JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES PRIOR TO GAP INC. APPROVAL OF ALL SUBMITTALS. 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND/OR INSTALLED BY OWNER AND/OR $ QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR PANELS AS LOCATED ON ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS. GAP PROD. I.D.: 0000044154 TO THE FOLLOWING ITEMS LISTED BELOW: LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY 41> DUPLEX RECEPTACLE WITH ISOLATED GROUND FIELD COORDINATE WITH G.C. PRIOR TO ROUGH—IN TO AVOID ANY CONFLICTS. VARIATION BY SCOPE OF WORK RESPONSIBILITY. JC� JUNCTION BOX PROTOTYPE V9 DATE: ELECTRICAL PANEL (5) 9. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC STEP—DOWN TRANSFOMER WITH GRD. LUG KIT AND 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. $ SWITCH, 1—POLE, WALL MOUNT AT 44" AFF UON EQUIPMENT THROUGH G.C. PRIOR TO ORDERING RELATED ELECTRICAL 08/11 /08 MOUNTING ACCESSORIES (AS REQUIRED) EQUIPMENT. DISCONNECT SWITCH (ES) AND GROUND LUG KIT $3 SWITCH, 3—WAY, WALL MOUNT AT 44" AFF UON OPENING Q1 /Q2 2009 _ MANUAL MOTOR STARTER (S) 10. PLACEMENT OF ALL RECEPTACLES IN THE "SALES" AREA SHALL BE INTENTIONAL DRAWING ADDED, DRAWING MOTOR STARTER(S) $T MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION (I.E. — CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS AND PHOTOCELL $D DIMMER SWITCH FLUSH MOUNTED AT GYP BOARD WALL ONLY). FIELD VERIFY EXACT PLACEMENT NAME REVISED /-I LIGHTING CONTROL SWITCH AND COVER OF RECEPTACLE WITH G.C. PRIOR TO ROUGH—IN. 03/04/2009 LIGHTING RELAY(S) AND CONTACTOR(S) m MOTION SENSOR CONTACTOR ENCLOSURE(S) 8B BYPASS BUTTON 11. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE BYPASS BUTTON COMPLETED PRIOR TO MEP COMMISSIONING. CONTRACTOR WILL RECEIVE LIGHTING CONTROL TIMECLOCKS RB REMOTE BALLAST CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID DOCUMENTS. MANUAL MOTOR STARTER(S) WITH HOA SWITCH ® EMERGENCY BALLAST AC TOGGLE SWITCHES 12. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE SPECIAL ENGRAVED LABELLING ® RELAY LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS. 1.2. TIMELINES LEI NON—FUSED DISCONNECT SWITCH 13. PROVIDE MEANS TO PROVIDE AND INSTALL. 1.2.1. UPON RECEIVING SUBMITTALS, GAP INC. WILL HAVE 5 BUSINESS DAYS TO REVIEW AND LE FUSED DISCONNECT SWITCH RESPOND TO SUBMITTAL. IF ITEMS REQUIRE REVISION, G.C. WILL HAVE 3 BUSINESS DAYS ® MAGNETIC STARTER TO RESPOND WITH CORRECTION. THIS NEI ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) LANDLORD REQUIREMENTS PROCESS WILL REPEAT UNTIL SUBMITTAL IS APPROVED. © DRY TYPE TRANSFORMER ® PUSH BUTTON FOR BELL OR BUZZER 1. GC TO CONTRACT WITH MALL'S ELECTRICAL CONTRACTOR FOR ANY 2. ELECTRICAL DESIGN SUBMITTALS CONTENT � DOOR BUZZER CONNECTION TO THE MALL'S ELECTRICAL ROOM. 2.1. SUBMITTALS TO INCLUDE BUT NOT BE LIMITED TO, THE INFORMATION LISTED BELOW. ' BUZZER OR BELL EH ADA PUSHBUTTON 2.1.1. NUMBER OF COPIES — SUBMIT TWO COPIES EH INTERCOM CALL BUTTON OF EACH SUBMITTAL gl ADT CONTROL PANEL 2.1.2. SUBMITTAL SHALL BE PRESENTED WITH THE Q SPEAKER VOLUME CONTROL TABS. FOLLOWING: COVER PAGE, INDEX AND INDEX DRAWING SCHEDULE E SPEAKER 2.1.3. IF INFORMATION MUST BE SPECIALLY b I BASS MODULE MOUNTED ABOVE CEILING NUMBER TITLE PREPARED FOR SUBMITTAL BECAUSE EO-0 ELECTRICAL NOTES AND LEGEND STANDARD PRINTED DATA ARE NOT SUITABLE [:2 ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS. EOD-0 DEMOLITION POWER & LIGHTING PLAN FOR USE, SUBMIT AS SHOP DRAWINGS, NOT AS PRODUCT DATA. /R'-' ■ HOMERUN CIRCUIT El—0 POWER PLAN PROFESSIONAL STAMP: POWERSTRUT SUSPENDED FROM STRUCTURE E1-1 POWER PLAN — MECH 2.1.4. ALL EQUIPMENT SUBMITTALS SHALL PROVIDE E2-0 LIGHTING PLAN ,o Pt (fir ______= UNISTRUT E3-0 POWER RISER AND SCHEDULES � � A NE f%a; THE FOLLOWING; , 2.1.4.1.1. MANUFACTURER PRODUCT CUTS OPTION 1 FACP FIRE ALARM CONTROL PANEL E3-1 PANEL SCHEDULES „,.._,4, 82052PE �- SHEETS — IDENTIFYING GC GC NO SUBMITTAL GC :, 1), j PROCURE E3-2 LIGHT FIXTURE SCHEDULE SELECTED PRODUCT AWARD PROCUREMENT FROM LOEB •, REQUIREMENT PURCHASE ANNUN FRCP REMOTE ANNUNCIATOR OPTIONS EQUIPMENT E3-3 LIGHTING DETAILS BID TRI ' / ELEC C OREGON , 0 PHOTO CELL E3-3a LIGHTING DETAILS v 2.1.4.1.2. MANUFACTURER PART NUMBERS £ P MANUAL PULL STATION E4-0 ELECTRICAL DETAILS % °t< 12,2 .`'{ . 2.1.4.1.3. MANUFACTURER PRODUCT ' —1 � � r. S CEILING MOUNTED SMOKE DETECTOR �.•a.-�•�•••••••.•••�•.•••••• �'A' �� i�►�►i►��:�.fir "` �:i� INFORMATION — OUTLINING DUCT MOUNTED SMOKE DETECTOR E4-2 CASHWRAP DETAILS (ADULT) EXP /2 2v/0 DESCRIPTION 0 120V POWER FROM RTU REC/LT CCT IF REQUIRED E4-2a CASHWRAP DETAILS (BODY) Q 9 Ai 3/2.1.5. ELECTRICAL PANEL: GENERAL ELECTRIC, G.E. , t ) OPTION 2 E INTERNAL CONTACTOR E4-3 EAS DETAILS — SLIMLINE FIN (BODY) ARCHITECT INFO: WITH NO—SUBSTITUTES ACCEPTED. PROVIDE PROCURE CONTROL RELAY E4-3a EAS DETAILS — SLIMLINE FIN ADULT THE FOLLOWING INFORMATION: FROM OTHER ® '"'5'0 '� W............w.-W��A �' �'I 2.1.5.1. G.E. MANUFACTURER BILL OF SOURCE TAMPER SWITCH E5-1 ELECTRICAL SPECIFICATIONS GreenbergFarrow MATERIAL LIST, BOM. ® WATER FLOW SWITCH FA1-0 FIRE ALARM PLAN HORN WITH STROBE LIGHT WALL MOUNTED 0 80" AFF 1430 West Peachtree Street, N.W. 2.1.5.2. GE BOM PANEL CUT SHEETS m� ADT1—o SECURITY ALARM PLAN Suite 200 (PANEL DRAWING LAYOUT 0t STROBE WALL MOUNTED ® 80" AFF Atlanta, GA 30309 GENERATED BY SPEEDI—WIN) t: 404 601 4000 f:404 601 3980 Ell HORN WALL MOUNTED ® 80" A.F.F. LOEB ELECTRIC CONTACT INFORMATION 0 STROBE LIGHT CEILING MOUNTED. ISSUE TYPE: T STEVE NGUYEN G.C.SUBMITS 0 HVAC TEMPERATURE SENSOR LL/PERMIT/BID 01/20/2009 915 WILLIAMS AVENUE ELECTRICAL GAP INC.CPM - SET COLUMBUS, OHIO 4321 GEAR REVIEWS REJECT GAP INC.CPM O HVAC THERMOSTAT SUBMITTALS TO SUBMITTAL APPRSVED EMAILS SCALE: NOT TO SCALE GAP INC.CPM A (WITH IN 5 OR APPROVAL — PHONE: 877-436-5632 EXT. 4938 (WITHIN 10 BUSINESS APPROVED NOTICE — ELECTRICALLY POWERED EQUIPMENT DRAWN BY: AB FAX: 61 4-299-6268 BUSINESS DAYS EMAIL: SNGUYE @LOEBELECTRIC.COM OF BID AWARD) DAYS) AFF ABOVE FINISH FLOOR APPLICABLE CODES A&E JOB NO.: 20080538 REJECT EAS ELECTRONIC ARTICLE SURVEILLANCE EBBH ELECTRIC BASEBOARD HEATER HAVING JURISDICTION OVER THIS PROJECT SHEET TITLE: BUILDING CODE 2008 O.R. RESIDENTIAL SPECIALTY CODE (2006 IRC) EC ELECTRICAL CONTRACTOR MECHANICAL CODE 2007 O.R. MECHANICAL SPECIALTY CODE (2006 IMC, ELECTRICAL NOTES GC REPLIES TO EM EMERGENCY AND LEGEND COMPLY WITH EWC ELECTRIC WATER COOLER — COORDINATE 2006 IFGC) COMMENTS PLUMBING CODE 2008 O.R. PLUMBING SPECIALTY CODE (2006 UPC) (WITHIN 3 il RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR BUSINESS IC ISOLATED GROUND ELECTRICAL CODE 2008 O.R. ELECTRICAL SPECIALTY CODE (2008 NEC) DAYS) NL NIGHT LIGHTING FIRE & LIFE SAFETY CODE 2007 O.R. FIRE CODE WP WEATHER PROOF ENERGY CODE 2007 O.R. STRUCTURAL SPECIALTY CODE, CHAPTER 13 (X) X = QUANTITY OF CONDUCTORS SHEET NUMBER: ELECTRICAL SUBMITTAL PROCESS NOT TO SCALE NOTE: NOT ALL SYMBOLS NECESSARILY USED ON PLAN. EQ .. 0 100 FULL GUT REMODEL .: :......... :.. ::7777 7:: 777•• EE ) ::bD (.CC..), j —v/ BB AA Z Y ._: Y2.. Y4 .,1 .::::.:..:.:::.:::::::::::::::.::::::::::::.:::::.:::..:::::::::7:7:::::::7:::::7:::::: ::::::::::::::::::7:7::::7:7.:::::.::::::::. . • ---- -........- :::::-----..-----:::!:i------------------------------ ------- ..:: 777:7.:.. ..; •7777:: LJ 7777. .. 7777. 7777. 7777. 7777. 7777. 7777. 7777. _.. 7777. ,L\ I— I • : : • r -i 4 0 r -i T _ - .• 7777.. • ,; L =1G,1 L=1 K401) L J I I o 0 0 0 0 0 0 0 0—o o_o_ o.... o • • 401 LJ7. —J LJ L L LJ LJ LJ � �� : :::: I--71-r'il :::: N L 1 / 1 " :::: 0 111 ::,: ::• :,: ::i: n ' ...' 1111: : , :• : r -� r r-� r � r-� GAP INC.:.:.,:..:•: • • : : :: ..: • • .. .. • • :: :::: z A.........11 ::: , ---= r.. , .. LJI °� LJ LJ LJ LJ LJ L J u CORPORATE ARCHITECTURE• 1: poll!.. .......)....H.............4 11-_ . .. _ 850 CHERRY AVENUE -ir-I '• o 10 SAN BRUNO, CA 94066 1 1 I" i I L_ J Fo H Eii° _ 1 1° r7 rrte :: .� — — LJ L _ LJ LJ L STORE NO.... . 2805 :III i6::::::LI : : a. 40.1.. Q 9 2_� 4 2_ � 4 2__2 _• r `403 °-I STORE NAME: WASHINGTON SQUARE :: :: \40 / e"; r; -i I---I 1-- -1 r -I r--- -I I- -I r -1 1--I r � r -1 II _____2143,1! �' _1 I LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ .. �,..: �� — I STORE LOCATION: ILA- . .. E:> ( (-n T n T n - n -r n-T- GAP GAP BODY, SUITE F06 777:7 . ::.:_ :.::::.:.::::::7777..::::—.;:::::::. :::•:: :::::. ...................... 7777. ............ .. .;. ......... mi 77:::7:::: . .�....... ..:.. ................................................... .:::..::.: :::::;..::::::::::;::; .:::::::::::::.:::::::::::::. ::::::::777 �::.::::..:.::..:::..:::..:::..: :�::..:::..:::. .:::..:::. .............................................:.:. ::<: -:;::.... ........................_........................ ........:. <, .............:..... :, I- I-i-F' ---. 1 1 9- 13 I r -� r � r -� r -� r -� � I r -� � • r -� r -� 9677 SW WASHINGTON SQUARE RD. :::<:- ::. ii .C:. -m I o- L_ J L L LJ rN � LrJ Er LJ LJ LJ III : _•:, C4031 I 400 — — — u TIGARD, OR - �.: I-I-1 -I -I r I- - -445 I 4015 r r1 —I I I r 1-1 LL.. 97223 2 E -1 r -� E� I-I--1-1r � I r E r � r �i r �01 _ J J LJ J rr1t , —1 L . r�L J J J : GAP PROJ. I.D.: 0000044154 H-11 L_ I I-1 -I 1 I I- I-I (400) :. � - .:: I, - - - I MH °1 -,{ PROTOTYPE V9 DATE: 40o rN � I I rN IN - : :. : . ........ 401 I-I----1 I -01- 17.1 -1 I 401 400 :--�: - ,., 08/11 /08 J I I LJ L rr1i a_ii LL LI-I LJ 401 J ;� u N OPENING Q1 /Q2 2009 I• 1 ... •7777. ... U u u • ::> r � r �l r• K 403) L J L J L J L� J LJ LJ 111 LJ LJ H ii LJ LJ .. 7777-.::• .. ._:: ._:77:7::::7::.>;;;>;;:.:7777.::: • :: II 7 — H :: , ,, :: :: ::, „ ::• , v :: „ .. : : . . . : ::: : : , . . .: : : . .. : : , :: ::„„„„„„„„„„„„•••••:„.o„„„„„„:„„:„:„.•„:„„:1 :1 - c'T 1.2,—6---E -;-6-- T-;-"6"--- -6- 'i 11 l'i' I-- -1 I-- --I c?. . T �``-- LJ LJ LJ LJ LJ LJ i -`i :::.. ,, . ;,,:.: 7 ::,77; I ........ ........ .......... ...------ -7777... ...:...... .. ........ - • 77::77. .. 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I ...........................................:.................................... :.:.:...................................................... .................:.......................... :.:.:......:...................................: :.............7:.:.........:::::. ........... :::.:....................... :.:.:......... ...............................7..:..........7•:•:..........................:.:...... „.:.:............. ......................................-.......... .......... 777.....1.. .. .............. ..5. N 40 100 DEMOLITION POWER & LIGHTING PLAN OD-0 1/8" = 1v-0" PROFESSIONAL STAMP: DEMOLITION POWER & LIGHTING CODED NOTES 4(`.:`ti, ClNE<:�,,'-'.---\\'` �+ p 82053 �'' ,J , s�7777-, �.. - (400) DEMO ALL EXISTING RECEPTACLES. DEMO WIRING AND CONDUIT '., BACK TO THE PANELS. / ` 401) DEMO ALL LIGHTING IN SPACE. DEMO ALL WIRING AND CONDUIT . . . it/ �c3' .h °" ', �• 12,2-`:7,• �, 7 ..�,..; PERTAINING TO SPACE BACK TO THE PANELS. �, r��s��=�y 402) DEMO PANELS, LIGHTING TIME CONTROLS, AND TELEPHONE EXP),:, ....4?._ BACKBOARD. REWORK EXISTING 208V FEEDER (2.5" CONDUIT) TO 3 THIS TENANT TO TERMINATE AT PANEL A. SEE DWG E1-0 FOR LOCATION OF PANEL A. SEE DWG E3-0 FOR ADDITIONAL SCOPE ARCHITECT INFO: OF WORK FOR NEW 400A FEEDER. 403) DEMO LIGHTING IN STOCKROOM/TOILET ROOM. DEMO RECEPTACLES GreenbergFarrow IN STOCKROOM WHICH ARE ON DEMO WALLS. DEMO ALL WIRING AND CONDUIT PERTAINING TO DEMO WALLS BACK TO THE PANELS. 1430 West Peachtree Street, N.W. Suite 200 K 404) SALVAGE LIGHTS IN EXIT CORRIDOR. DEMO ALL WIRING AND Atlanta, GA 30309 CONDUIT PERTAINING TO SPACE BACK TO THE PANELS. t: 404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: 1/8" = 1"-0" DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: DEMOLITION POWER & LIGHTING PLAN SHEET NUMBER: Eop _ o , , . . . . . . , , FULLGUT REMODEL•.......„...... ::. :: ___.--(900 .........,..:„:.....:...........i-±::..,.-.:.,....,:.:::: :::L. ,.........._........, ,,,...„..:::::.:.::::,„„: ........................, .......-----\: .......---....... .......----......,. .......------, .......------...., . B2 Y :.•EE :� :. DD : .:::: ::::::.................:...... :._CC;� � :::�� '� :..BB � <:..AA J : Z . .. . ••••Y2 � � Y4• � ... rK -: (2: 90/4 :: .... .\ 212 200 , � -...........-....::., A :: \ :: i: ': . 200 \ 305 t: :; .:.:::::::::::::::::;;:::::::::::::::::;;:::::::::::.::::::.::::::::::::::.:.::.:.: ..:::.,..: „,,,,\„\\\-::,,,,. k ...... 202 POWER CODED NOTES 88 203 (100) MOUNT DOOR BUZZER S N SYSTEM PUSH BUTTON 48” A.F.F. INSTALL • 205 • /EWI-I 201 204 LOW VOLTAGE WIRING TO BUZZER IN MANAGER'S OFFICE AND \;\\\ ''' :05: I.............••• ::::' E3-3 f : CASHWRAP. REFER TO DOOR BUZZER DETAIL FOR ADDITIONAL• ........................... 830 <�, C 1.0 REQUIREMENTS.• .,:.ii :, ....10:.,:„..::,...::•.:,:,:lt..;:.::...*:.:::::.:....:z....i.... - e) eiD . 200 A.F.F. FOR \\\\\\\\ :: ::: :: :' JACK, CENTER INSTALLED AT 24" AF 82 224 i = I - (ioi) RJ4500 PHONE J - I I I E4 3 EMPLOYEE TIME CLOCK. VERIFY EXACT LOCATION WITH G.C. PRIOR • • ::223 - I ( ( 1 215 Q I ,. I TO ROUGH IN. RUN A 3/4" EMPTY CONDUIT, WITH PULLWIRE GAP INC. 208 .J� :�._ <.: .. ': UZZER/VOLUME CO TROL/PHONE i •i ";:::.}...... ...:..:.: DATA I .::; °.:L: FROM PHONE JACK TO MANAGER'S DESK. CORPORATE ARCHITECTURE F:-.\N4,----• �:. I L - 850 CHERRY AVENUE 01 • :>.,,:,:.;::,.:.. .. •;:.:<:, >::>:.:»<::.............:.:;.. B14/C12(TIE) I B- 3-f' j I 206 206 210 B12 "` E a (102) DUPLEX RECEPTACLE WITH CENTER INSTALLED AT 24" A.F.F. FOR SAN BRUNO, CA 94066 A 1 B16 I r-14;16 A-18 264- L. - - - EMPLOYEE TIME CLOCK POWER AND/OR GENERAL USE VERIFY ::: 80 200 CNp) 207 , EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. STORE NO.: Q 200 204 88 GFI :�--: GFI 2 C�0 5 B B33:< :::; 3 ::•E4-0 B5 I `: ;3.>:. .:: : . . .... C 12 200) X202>. vu. i (103) TELEPHONE TERMINAL BOARD. - PANEL A <. . .:. :.: :. :: STORE NAME: WASHINGTON SQUARE PANEL B I >:1 201 :. e6 "AS-BUILT" _ ._ (104) PLACE T ELECTRICAL DRAWINGS TUBE. ..... <. PANEL C <•: :. >.:�.:::::::::::::::::::::.:::::::::::::::::::::::::::::.�::::::::::::::::::::::::::::::::::::..:.:.:.:::::::::::::::::::::::: :::: ::.::::.::: :. .. E AS BOIL ELECT AWINGS IN DRAWING ..... ......:..:::...,..,::,::::....,.:.:.:.....,_...:...,,,:..,.:....,..:.:::.:..,.,..:.:.:...:.....:.....,.:.:, ,.,:.:...... 200 .. ,,,,,.,s, , .:::;:;::,::;:. . , . :•:. .: :..'<;.. ::; : ::. 81 et REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STORE LOCATION: •REFERENCE POINT -=-: ::.—•'-:-�.�...-�:- -�--_" �x '-----�-=-- " - ''>�`"` �� ,•-r 818=� ç2OO) " = 200 SALES AREA AND STOCKROOM RECEPTACLES SHALL BE WHITE IN,,-- B27 � 200 (200) GAP GAP BODY, SU'O -300" "' > » : ;:; : : COLOR, WITH CENTERLINE 18" AFF. RECEPTACLE SHALL BE 825 L:':�---C304� 9fi77 SW WASHINGTON SQUARE RD. „ : : . . .102 B2 i E4-1 , .. ... _"�.,.. TED. VERIFY WITH G.C. PRIOR MOUN ERIFY EXACT LOCATION WIT IOR TO B21 :::;?:-:,"'' r n.::...:.::......:::........ 0 ROUGH IN. FOR STOCKROOM RECEPTACLE PROVIDE WHITE NYLON TIGARD, OR �'````~-FIRE ALARM 8-- ••, :.-• •::::::•• COVERPLATE. FOR SALES AREA RECEPTACLE PROVIDE SAFE PLATE CONTROL PANEL 97223-4452 4��:: 100 (I) 20 AUTOMATIC OUTLET WHITE COVER ITEM # 0601-08-0004 BY 205 104 ,,�<. - SAFE TOTS. .ri B17 204 B11 815 200 2C 1j10 GAP PROJ. I.D.: 0000044154 B13 E3 -3 (201) TOILET ROOM RECEPTACLES SHALL BE GFI TYPE, WHITE IN COLOR :819 • 44"B9 :::>:::::.:::::::::.:......... _ ,..: o AFF. E V9 DATE . : B22 :.::: '' ` VERIFY EXACT LOCATION WITH G C PRIOR TOR UGH IN . :: LATE, WITH CENTERLINE 44 A ;::::.: ::. : 833.: MINIMUM WALL '�:.; ..•:>: �� - --- ...-_.....:.�•�>.� :03 - :100 SPACE REQUIRED ( : "=-'< 1 103 ;>::::;<:::»>:: ....:::::::::»:: ? _!i1!L 4-0 E4-0 <202> STOREFRONT SHOW WINDOW RECEPTACLES SHALL BE WHITE IN E4 2 200 : Q I 200 COLOR WITH WHITE NYLON COVERPLATE. RECEPTACLE SHALL BE OPENING Q1 /Q2 2009 " L- E PN�`NT ; I 4 3 SECURITY EQU IPMENT ...... ..... ...... ..... ............ ...... ..... .....ii :.:.« ::::«::::.:::: :::: :::: ::<::<«::.:.::: J (224) \ n SHALL FEED ONLY TWO RECEPTACLES VERIFY EXACT LOCATION : I O • : ::::::::::::::::::.::::::.:>::::::::::::::::::.:::::::::::::::::::.: : G.C. PRIOR TO ROUGH-IN. REVISED 01 /22/2009 A 209 :,:::::•-•••••••-•• ; �; :....... ....... I ... WITH : ' 0 I I " (203) EAS JUNCTION BOX. SEE EAS DRAWINGS FOR REQUIREMENTS. CASH WRAPS, FRONT ENTRY, BUZZER/V)LUME CONTROL/PHONE -- •- J a VERIFY LOCATION WITH G.C. PRIOR TO ROUGH-IN. CIRCUITS REVISED Al DATA7 �. 12::.]:.—:••::.. 0J7 04 2009 826/C11(TIE) J ç204) CONDUIT WITH PULL WIRE FOR EAS SYSTEM. REFER TO EAS 824/828 DETAIL DRAWINGS FOR FURTHER REQUIREMENTS. :: ��:.�� 207.......:::;::: r_� ),: r �-�88 - 205 RECEPTACLE FOR MICROWAVE OVEN, REFRIGERATOR AND VENDING • • :. CD . : .• TYp � MACHINE, (ONE DUPLEX PER APPLIANCE). INSTALL REFRIGERATOR 88� :. 202].::.:...:.:...:.:....•:.............:............ VENDING MACHINE RECEPTACLE AT F INSTAL (200L TA 18" AF 202 :. MICROWAVE NRECEPTACLE AT 48". EXACT LOCATION WITH 100 <```-: • _ ••,::.:�:::: : FULL GUT REMODEL :: .....---,.... :„.:.::::::,,,.,::::.:,:., .. ............„:„..............::::::.:::::::.:::::.:;,:.,::::, .. .....-.... ..................../......„.„........ EE DD CC .> : :::': < BB AA > Z •:' Y : Y2 l Y4 ' .::::.::.:::::.................:........: ....:..:: . .. : , \\\NI,N: .. . :::•,:,:•:„:,•,•:: ,L\\\\N\N\\\\ ::::::::.::,:.::::::::::.:::::::::.::::::::::::::.::<:::: o a. as:::.:::::::..:.. . .... .. .. . .• • , N ...::...::::..... .. • \\\\k. , . • • • . :1 i::::f."--••••:.--••••••••,...0 111 ' . :::_:_::: • . . •::301 .:: GAP INC. • :::::::::::::: CORPORATE ARCHITECTURE 850 CHERRY AVENUE • ;:>;>... (TIE) - :........ BRUNO, CA 94066 6 E SAN BR• • STORE N O • : ,:... •. ,:,: .,,, ,,....,,,,,,,,,...., .:•, ,, , .••••• .. .: 2805 .• •.VAV-5 . . 303 PANEL A 4 <: STORE NAME: WASHINGTON SQUARE � > Q ::..; PANEL B :.;:.•;: ::::::: . PANEL C.. .>:: ...;::: :.:......:.:. , . .: .;:. :.:. .:< . . :,. :.::.:::::_::::::::::._ :::::::::::;::::;;::::::::::::::::::.:..: STORE LOCATION: .,:; ,., :: :i is, , :: :::.• E •-:" : 303 ::::„ •:•:............• GAP/GAP VAV-1 BODY, SUITE F06 SHINGTON SQUARE D. � :::...... :.....:.....:...... TIGARD, OR .... 97223-4452 ... :....... ::<:................:.:.::.. :•>,•:; ...•:• GAP PROD I D 0000044154 VAV : ....A-2,4,6 :...:.... •••••••••..:.....:,::,:::::,:,::::::::•-•-•-:-•-:-:::::::::,,a W PROTOTYPE V9 DATE: A-1:3.1.> ,1.:7.-:: B7©::: A-1,3,5 08/11 /08 a2 ..?wav 7 .. .. •...•:-...::::-..:::::,. ...•...,:......::::::, L __.1 ,::.:•'-'4 ! . . ,,,,, : .•••:: . :, ::„ :: . OPENING Q1 Q2 2009• JUNCTION BOX ADDED ...::::::::::::::....:: 3 0 .................„........:: ......... ----- A-t8,10,12 1 B7 p. 302 VAV :::.„„,:•,., • 11. . • • VAV • • • • • ,” -„i::,,„.„„„„„:„:„„„:„..„„„„„.„„„:-:„:„:„:„„:„. :,,• ---•„ W...„..:::.:..........:::.:41;,..7..,.90 1 ........ ., :::,::: „...........................,.........,.......................,......................„,„„,.„...........„,_ „.,...,....ell;iili.,„„,......„,„..,....„„....,.................... ....,....„,„...., .....„,.....„,......,......................0„,„„..........................„..................... ............................ . .......... ,„!,:;„ .. ... •• ,:::::::: :: , .,,. ..,............ ..,....:::::..:.....:...•,,,,:::,.::::., :.:: . . .:::::.,,,,,,,,.........._,..„,::::::.:,::,:,,i...„,„:„,,,,. :::'::' . .,:: . ... ..... ...... .......... ...... ... . • .,, 302 303 VAV-4 303 VAV-3 303 VAV-2 • NAY 1 . . : : :: : : : : : : „.„..„:„..„ : : : :: : . . . 307 `•. • • • • N 100 POWER PLAN — MECH E1-1 1/8" = 1'-0" POWER CODED NOTES 301) J-BOX FOR CONTROL DAMPER. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATION. PROFESSIONAL STAMP: (302) DUCT MOUNTED SMOKE DETECTOR. COORDINATE WITH G.C. AND ca -.s3 PP:ch. ., MECHANICAL CONTRACTOR FOR LOCATION. _ 'f`• .- ti,+_‘ 1 r,L•� ,� \,,,,, V �7} r (303) J—BOX FOR THERMOSTAT/SENSOR/SPEEDSWITCH MOUNTED AT 48" 82052PE ;r- A.F.F.. INSTALL 1/2" CONDUIT WITH BUSHINGS AND PULLWIRE TO /� , ' 1/ ar ABOVE CEILING FOR CONTROL WIRING. COORDINATE LOCATION WITH ` ,/ G.C. PRIOR TO ROUGH-IN. c; . GON• no ie, 307) JUNCTION BOX FOR POWER TO FIRE/SMOKE DAMPER. COORDINATE 1 •-F, e:t -� "`'¢ )5 LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. t A El ' -- EXP.... a:4:1(...9 3ls7o1 ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ' ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: 1/8" = 1'-0" DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: POWER PLAN - MECH SHEET NUMBER: E 1 _ 1 . _ 100 i n.-4 FIXTURE TYPE FULL GUT REMODEL E3-3 ....,.., R3E (TYPICAL) FIXTURE TYPE '"1 R7 (TYPICAL) FIXTURE TYPE 207 FIXTURE TYPE . \ , ................. ,:. :,...................... .....:...::,Fl A-4 (TYPICAL)%tap F1C:73A (TYPICAL) •..• -... .....„., .......... t' •,‘, ......................... .......................... „... .. .. . ....................................................... ......, ,. . . ..... . . .................... - : •• •••••••-••••-•-••--------........•-• I EE li, .1: DD 11, ( CC :::, :::...::: ,:., ••••••.---4 .., BB :i .1 AA •.ii 1 Y iii :1 Y2 ili -:. Y4 : ,\ .\, 204 '• C111 ---:',:f.:.i: - - : . • : -,:......... • .. : . • :: .. •:::.•::• .••:: :: ..-4, • . , : :............: FIXTURE TYPE ::' Ari, .: • . •:. .. . •• . ...: . . . .. : • ......... .• . :. • :::: :: t18 :: 100 FIXTURE TYPE :i :.::-.:-............--.......:-:::::::::-.:1....-:::.::::::-....-----......-----------F.--'•:::-....---::;.------"' ...... !: 4::::' :••"•• R3. .(TYPICAL).. 200 lop(TYPICAL.) • • ..••••••• *'••••••. 103 . :::::• :: :--........-..........:••••:::::-::::•••••::::: •••••••••• '':::.;' -----------:H.--;•--------• ••••••••••••••ii. 1 4 .1' E3-3 R8E (TYPICAL) . :: 203 • :.:. •.::.:.:•••:E .•... • - .. -..... :: :::: ::.::--•.... .-..: - til.:-••::,.... ::. . .. ............. ••••••-•:---/ 205 E3_3 \'' ,:,4\107 • • . . . ..i:i:,.:.:.::::::::::.................................................1.. , ........ ...'... .,.,.'..... .:.:.:.:.1 i:.:::::::::::‘11•::::::::::::::::::::::::::6::::::::::7::::::::::::6:::::::::::::.E..1......,.:1:...i:::1 , .:„.:.,. i..,........ j, ) ....:.7......7 1....'................ '." • ..... ' '''.. ', .. .:'" •••': iC13 . : EF) '. ::• ::"''''••••„. :::: :1 :. a C2 C2'c C24 :•••••••••••.•••;. - - • - - : - - - - - ---•:-- :. 09 , . .. . ... . • - • • •• .... •• Al, . C2 C2 C13....... .11 7H/4".' ....-r- .. .. .•••• i•• -.. • • • • . . ••.. ';',., ..., ..,..• . . . . .. . . EM/NL . .. . . .. . . : -- - . .... .. . . .. ........ . ... : .:••. :: .•• :: •• • .. . • • ( 2 ',.J ::•:::: •-•::.•.. • :: :•::... ::.:::::::, • - • - • ..,•••-, - :••• :: .. . .. . 1 k' .. .. C2 C2 C2 C2 :. C2 206 . • i- ... .......•.• -• •• •• .. . . • 0 200 .•• i : ...,,...:..: .:::::...._ ! a 204 . .. :. :. .. . . : if , . . . .. „,i..,•: .,1111Y , .....• ..• --....,. .......-.-: a C7/C27 A _____ f,, , ,,,_.4 , Tv . vj,7)/c2.7vvv , , , : • ,••:.••: ,::.•••• EF . ........: .• •. C18 ::::':' CI8 i: 1 622 ::::•.; L: ....4,............. ..i..i..i.,..„....,..-',.. C18 il : v v v vC5/v C2v5 v v v 4)v :' ...i.'':' 100 ,-- „---...- •.. FIXTURE TYPE R7E 103 i 1 EM i:: :,, 1 re 9 - .6 -24 : :::::•1: \ 0 • EM/NL 0 _ C1 .„.:!',...c.......2..77...:.j .. . . :. .:. 204 .• .• .. . E3-3 GAP INC. A ----••••......: :2d :, cio ::: cio :.:. .... , _______ ... ......._______ , 0:.::;::.:.:.:.:::.::::*.......:.....102:::::::,.:.:.::::::.*:........ 1 1:::: - .... . ... ...„::::. ,. C18 C18 100 '•'• •• tOt M/NL • '-..• ... .• . 204 CORPORATE ARCHITECTURE :. :. 11[.......----... ''. ' --....6111••••• ::::- h....7 .. Lop- 850 CHERRY AVENUE (3910 C24 ......E. : 1 -i: 200 :: .:. :. • -•.. • ::::::::...--•••.•,....•-•....... ' • :: 0 1 1:1:ill•"'T.!' - cv csi :: •• ::::: . .. :i: 0 \ ]`.....14 ® z . A07 \ N () .: 103 •• ' .• • •.. :::::::: •••:. • . :: : : ..• :::: : • :: C18\ 1::,wakl 9 ocr40 .,() • 0 :: ::: ::::, ® ■ - 1457 SAN BRUNO, CA 94066 E3-3 FIXTURE TYPE :: :: : „ ••• 101 . !-'!!.! la.---.•::„ :i :::: ....C.1•8 :: :C18 :: >113 t''.......:-•:-:-.... .• ,:19: C13 N Lo :::.::: .. . .............. .::. .. :: ::::: ,:.:: . - .,,, 0 0 .. .. . - . .. . . N 0 - 1. go C2::: ,•'•:: . Hi-:.•••-,.-..: a 2:: :-' N\- `81* N (..)• F5E-G (TYPICAL) ! 1 : .: .• . • • . . • -••:::•..::....... :: ::::•'•--------- . • . :::ir......-i' - 0."-, .„:„:„....„,...:::: : :• . . . . 0 C :: :: ::: / -:>,.. dt,..30-4 . dii _ FIXTURE TYPE R7 STORE NO.: '''--- _ w____, 4 „ c1511 1 ..,:::: :Ji :: 2805 : . .••••• : .• : . ,„::: : . • .. ., .. ..":::::::::„.. ::, ill:::: C2 24 0 :: ::. :: • • II. :::::::: :III • C24 9 - C18 ' Lo ... . . 0C18 ® ,--ell--'' ::: •. L p18 Ekt7NL . ...............• . • ........„......•-• -'0- r;:7:': 206 :: : :••'. ...,-: . •:•::. C2 :::i:: 4 22 ::ii:::. --f --- ___ ___ _- --- M/NL :::::----,. C5/C25 200 wify STORE NAME: WASHINGTON SQUARE .: t • : EM -4- EM ri . - C7 C27 , :: !: :: C7/C27 :: 1 1 AA AA A A Ai AA :: .. •... . . i;:ii .....,: ::i.i:::::ii,:•:ii::•':::'::i:ii .:,/'. ::i it v=1 • , • • . • ' 9 1 A • , • 1 ., i: .. IA A AA A A A A A A AI , . 22 :•::::: :-:::Rn 1:ii...::::':::::::'"::....!::: MS:: :::::: - ) "::::::::1::::: :".•;i;:::::::::::::;E::::: ....J.:,. ........1....... ................... .... ...... STORE LOCATION: .•'... .•'• : .• . . C2 C2 C2 C2 204 :::. ::::: . . .. EM ii•iiL : ..lira-:'i:; ' ‘'''::::.T •• ••g:: CI 8 ::: ::: C2 C2 : . . .. , . • • : .• . •-• .10. lo... ::: :: e. :::::: a ::: a.. ::. '• ::. ::•::: :: c0 Not , ...8 GAP/GAP BODY, SUITE F06 . . :. ,. :: ............----- .„. ..:. . • C2' , .---:-.....::: :: ••••••........::"" ••••••••••••• 27:: 0 :i • . ii i f:)... ::: 19..' i i:---..:. i. „.. .?„ ... .... ., ;: : k, I 1 ...• ... .,.., FIXTURE E6 ON 202 :i.:1:ii:.,.. .../ 'i .•: 0 :: 0C18 ® EM/NL . i' TRACK D7 (TYPICAL) 9677 SW WASHINGTON SQUARE RD. 101 ' ::--'1;22:.. , :: C18::: 101 TIGARD, OR . .... . ..:. : : .:. : C4 C4 -C4- ci4 4: FIXTURE TYPE :: :-•;;-:••: ... ..,. „,. — ::: :BB ::: C1 ::-........... .......... ........... •••••••••:. -.-----.: .....---. ••••••••••• ••••••••••• ••••••••••. •••-•-••••• ------- ' •-----. -----:••-' C4 C4 C4 C4 ::••••••••:.:::-:-.:••••• C4 C4 *.., ................ 97223-4452 G1W-4-G (TYPICAL) :: :::: :::.::: .. ..------'-"-- -L-1 ,_____-, .. .. . ' ••' -- - . . . .. 102 ::::::::: n4 64 C4 C4 C4 •-::::::.:::::::::.::::::::::.:: ; vwv wwvv 0.C44 !: C4.4. v w v Tv w w v ® ii C44D.7 v i t .. C160 - c.:). ii.: C20 :•:::•::::: \- -4*---,„0 0 0 0 C1/C21 °C •••----,::,•-•••-i a4 C3/C23 .]: L:::d-.i . u C5/C25 a *:'.":!.',..i.::.;: ...,...ii.... T -1:-' -:; ::::;::.::I'L'::,•:-i::':', - ...:i.;.....:..•;;. ;,...... C22#, :.... ::••••-.... ::•...''i L''.'Cl VVVIVVVVVI 4 ........ ---.-.......- :, ... -J.. ..r,••••., •:, i-:c1 \ I . I I:C25-.4_, , _:::: :: - -"•::-.•:.. GAP PROJ. I.D.: 0000044154 ::. z :::•:- ••::: -: :, :::. C1/C21 •-:::- •.•:•.: ::, ':: :::: :::,i "---••• ••••........ :•:•ei,,::-:..:%:•::::•..:% ............_„ .......................... :: C5-A. ' -fl C16<o . . 100 FIXTURE TYPE :.: :: r..1 m : I. :11:1111:610 , .. , ' •• ' \ .•• • - N ii , : : .. .. : .. •-• •• ." ii .....:: '; - '; PROTOTYPE V9 DATE: 103 F. :i .;.;,;.:.: .:. :;:::: 0 ,.........,.....,:.......... ; La (7,-1- \ i! C1/C21 o , ' : . • . . . . . • C3/C23 : . C5/C25 E3-3 G1WE-8-G (TYPICAL) i•-••••••••••-• -----.... •]....„..•,......:•., „•:::,„, :::: 0 ., 4 Cl/C21 . :: . i i • T cm, : ------ ..''''' ''.....;::::....:::::i: ;: ' :.::::::.1-----.: iH CI 'k Zip PO D. ._-- --- - --- --___ 17t).--151 rn D.. 1 ci60 - : •::::::::::::::: :::::.::::::•••,: '..,: : . . . 5 'c".1 :1/Ni_ --- -'- --- --- , i1,71/NL ol c.) C24 EM/NL cv o CC18 204 : :: ::::...... .,. 0 • 0 4.0ii •.. .. .• 206 OPENING Q1 /Q2 2009 - :::::::1!Iri i \ %III' CASHWRAPS & FRONT 200 ......::„. in 0 ::: ......,•••::: ::. 0 0 , :"•:'-----•••••...... :: -.:.-:-----:::: C3/C23 C19:::::......----------:i- , . ... . :: " ::---.-- ----- ---• :i:: :: C100) . , • . C5/C25 .. . . . :: .: :::: E:: .: • : • .. ! " ,::::::::::::::::::::::::-: ,:::::::::•::::::::::: ii :;••••••-y.......-.:•::•••••-:::: [1::. i .. .. • •.. : .• .:: . • . . . . • IAIAAIAAI Ai ENTRY REVISED •• I , \ C6 • w 100 A FIXTURE TYPE : : : : . . . . : : : : . . . . :: • ., " :::: •::-: : 1 A C3 0 C8' :: •-•-•- ' .---.C3 0 0 0 0 1 A C:11 ......./.C 4 :: FIXTU-4 TYPE R7E 103 03/04/2009 „ . . .::.......„.. . . . ••• • . : -': : :: .:: C1/C21 Z\ C6 C6 C6 C6 G1W-8-G (TYPICAL) :: :: :: . . . •:: ••:: :: i:i: : C100 C2 - .--,. E. 204 re) p, :: ----- -------- -----. -------- ------ ----" .-----. -------- ------- ----"--. -""""- :: :: .-te(41 in„,, :: •.:: , , 204 :: .::„......::.,:::::::.:.:::::.:::::::::.::::::::::„.:::::::.:.:::::.:::::::::.::::::::::.......:: iiir-IH: :0 ' c■-1 .................„ N EAANL A ij ::•i:, ::: i! :: 200 ••• •• • 0 il 0 C.) 0 $,•%). C6 1 :•••••••••••••••••••-... 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A ... • A .• .. .. re) Lo orvirlvirxv, 04 . . . • • : NO 206 • • •:.-- .- i . , ::: .. . . . .... •.....,, ,..............___ o C3/C23 c.)1„,, • • • • • • • , . ........ ....... ............. ............. . • • :• (EXISTING TO REMAIN) :: :: ::••••••••• ::: ....!: C10 - : • , , ...- .•••: „ • / ---- ., 01 r) :•• -. 200 lily 400 FIXTURE TYPE D :. . -J 1:: :: -..i.!.::8-• • 0 ------ - LO .i: 0 , o ::: ..... ............ .,.....................i!, 12 ..:,. ii ::.....,:,:::::::::::::,:::,::.....:-:.:.:::,::::,::::::::::::„,---:::::: .:.: NI ....,.. ...........::::::::................................. 5, -ft.NL•••••••••••••••••••••••••••••::,::::::••••••••••••• ••••••EM/N324,-,•••••,.:: ••••••• :::::::::: •••••••••• •••••............•••••••••oe-18•••••••••• •- — — ---t- — 204 :•'..... 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FIXTURE TYPE. R8 •• •'• . . • 209 ..•' ,•• 11 210 :: . •••• 200 , . . . 204 • FIXTURE TYPE ' 3-3. ' : FIXTURE TYPE E6 ON .7 • 201 . • .• •• ' X1 (TYPICAL) TRACK D7 (TYPICAL) 20'3 r7 (TYPICAL) 3-3 FIXTURE 'TYPE FIXTURE 'TYPE 208 (TYPICAL) F1-3 (TYPICAL-2) M1 (TYPICAL) 3-3 (TYPICAL) FIXTURE TYPE E9 ON FIXTURE TYPE 202 TRACK D7 (TYPICAL) F1-4 (TYPICAL-2) N 200 204 ED 100 LIGHTING PLAN FIXTURE -TYPE 141gY E2-0 1/8" = 11-0" F1-3 (-TYPICAL-2) PROFESSIONAL STAMP: LIGHTING CODED NOTES D' .c \ ' .,-‘.'‘ ,...., 11105)) EXHAUST FAN IN CEILING, SWITCHED WITH ROOM 203 INSTALL SHADED FIXTURES ON TWO CIRCUIT TRACK UPPER ' --h. 82052PE LIGHTS. CIRCUIT, (SCENE 2), AND NON-SHADED FIXTURES ON TWO '''' V , . , ' 101 OCCUPANCY SENSOR SWITCH FOR CONTROL OF ROOM LIGHTING. CIRCUIT TRACK LOWER CIRCUIT, (SCENE 1). I, .'- / , I OREGON • OCCUPANCY SWITCH SHALL BE A WATT STOPPER WA200. SET , to 0,* ••:....'" ' SWITCH FOR MAXIMUM SENSITIVITY. CONTROL AND ADJUST SWITCH 204 JUNCTION BOX AND TOGGLE DISCONNECT SWITCH MOUNTED IN NON-VISIBLE LOCATION. MAKE FINAL CONNECTION. *6 11/0 17 v7._ '- '4(t/ , 0 • /2, .s., TO MAINTAIN LIGHTS ON FOR 15 MINUTES AFTER LAST MOTION IS VERIFY LOCATION WITH SPECIFIC SITE CONDITIONS. 690 °C...0'-' r 1...A S Iril '' DETECTED. SWITCH SHALL BE ADJUSTED TO OVERRIDE THE LIGHT LEVEL ENERGY SAVING FEATURE. DIP SWITCH SETTING OF THE 205 INTERNALLY ILLUMINATED BLADE SIGN. SEE ARCHITECTURAL EXP. , - //e) SWITCHES BENEATH THE COVER SHALL BE SET AS FOLLOWS: DRAWINGS FOR LOCATION. 3/4S/07 . ON - DIP 1,7,8 (2706 JUNCTION BOX FOR POWER CONNECTION TO PREWIRED ARMOIRE ARCHITECT INFO: OFF - DIP 2,3,4,5,6 — LIGHT FIXTURE CIRCUIT. MOUNT 9'-O" AFF. CABINET MANUFACTURER PROVIDES A WHIP FROM CABINET BACKING BYPASS BUTTON LIGHTING CONTROL SWITCH. DIP SWITCH LIGHT FIXTURES. CONNECT WIRING UPON INSTALLATION OF FOR GreenbergFarrow SETTING FOR DEVICE SHALL BE SET AS FOLLOWS: ARMOIRE DISPLAY CABINET. COORDINATE LOCATION WITH G.C. 1430 West Peachtree Street, N.W. PRIOR TO INSTALLATION. ON - DIP 2,6 Suite 200 OFF - DIP 1,3,4,5 CONTRACTOR SHALL RELAMP ALL EXISTING LIGHT FIXTURES Atlanta, GA 30309 400 t: 404 601 4000 f:404 601 3980 E3-2 SEE LIGHT FIXTURE SCHEDULE, . 103 PROVIDE SEPARATE UNSWITCHED HOT CIRCUIT TO EMERGENCY WITH NEW LAMPS. BALLAST IN FIXTURE. ISSUE TYPE: 200 HALO SIGN WITH INTEGRAL BALLAST LL/PERM IT/BID 01/20/2009 SET 202 INSTALL AND WIRE LIGHT FIXTURE ON TWO CIRCUIT TRACK SCALE: 1/8" = 1'-U" LOWER CIRCUIT, CIRCUIT #1. DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: E 2 _ 0 . , FULL GUT REMODEL POWER RISER DIAGRAM GENERAL NOTES \\NI1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT EQUIPMENT IS SHOWN NAMEPLATE PER N.E.C. \ k FOR REFERENCE ONLY AND NOT SCALE. 2. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. \ D NO TO FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM AREA PRIOR \\\\\ ROOM/ AREA TO INSTALLATION OF ELECTRICAL EQUIPMENT. VAV-1 VAV-2 VAV-3 VAV-4 VAV-5 \ LEASE LINE • TENANT'S 3. INSPECT AND TEST ALL EXISTING EQUIPMENT THAT WILL BE USED/REUSED. REPORT LANDLORD SPACE L L L L L TO G.C. REGARDING ANY REQUIRED MAINTENANCE OR REPAIR ITEMS. 4. INSTALL A MINIMUM OF 1/2" HIGH BLACK ENGRAVED LETTERING ON ALL ELECTRICAL \\ COLUMN ENCLOSURE COVER PLATE, INDICATING PANELBOARD DESIGNATION, RELAY CONTACTOR, INSIDE EACH ELECTRICAL ENCLOSURE DD-13 2 O ® ® ® EDGE OF PROVIDE A MINIMUM OF 1/2 HIGH PERMANENT PEN INDICATING EQUIPMENT WALL DESIGNATION. GAP INC. CORPORATE ARCHITECTURE 850 CHERRY AVENUE NOTE TO ELECTRICAL CONTRACTOR SAN BRUNO, CA 94066 n (/ J / J STORE NO.: cD H i UPON DELIVERY THE ELECTRICAL CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE 2805 FOR THE EQUIPMENT AND ACCESSORIES, INCLUDING THEIR UNLOADING, STORAGE, EWH-1 EWH-2 CONTACTORS IN NEMA 1 20„X20” INSTALLATION AND START UP ON THE PROJECT. STORE NAME: WASHINGTON SQUARE L L 305 HINGED WALL-MOUNT N1C STORE LOCATION: EDGE OF SERIES ENCLOSURE # WALL E4-1 N1C202o6LP BY HUBBELL. BACK GAP/GAP BODY, SUITE F06 0 7 8 PANEL # 1 N1 P SERIES BACK 9677 SW WASHINGTON SQUARE RD. � PANEL # N1 P2020 BY HUBBELL. ,- TI GARD, OR 97223-4452 LIGHTING CONTACTORS GAP PROJ. I.D.: 0000044154 MINIMUM ) n SPACE FOR ELECTRICAL GEAR BILL OF MATERIALS --1 [---3" (TYPICAL) /E3\ LOCAL EXCHANGE �, NETWORK CARRIER PROTOTYPE V9 DATE: PANEL PANEL RACK SPENCER AVAYA VAV-1,2,3,4,5 LUG KIT FOR VAV-1,2,3,4,5 08/11 /08 "A" "B" PANEL m 1 B FIRE 66 BLOCK LGETHN3361 R LGETGLI "C" ALARM EQUIP 30 AMP 208V NF 3P 4W NEMA 1 DISCONNECT LUG KIT OPENING Q1 /Q2 2009 E 4 ' CONTROL PANEL DISCONNECT SWITCH ELECTRICAL EQUIPMENT l •FOR AVAYA REVISION - n - SPACE EWH-1,2 LUG KIT FOR EWH-1,2 02/03/2009 FOR LGETHN3361R LGETGLI CIRCUITS REVISED LIGHTING VARIOUS 30 AMP 208V NF 3P 3W NEMA 1 DISCONNECT LUG KIT 03/04/2009 A CONTROL MUSIC DISCONNECT SWITCH TIMECLOCKS SYSTEMS ADT \ Q o MUSIC 0..) E � RACK _........_—..._.....—.........._..........—..........—..........—........::�..........— FLOOR LANDLORD'S ELECTRICAL ROOM REFERENCE POINT (TYPICAL) (D-BLOCK), 400A FUSED MINIMUM WALL SPACE MINIMUM WALL SPACE DISCONNECT SW. CHANGE FUSE REQUIRED REQUIRED FROM 250A TO 400A. - 5'-6" -- 5'-6" -1'-U�---1'-2"r- 4'-8" - POWER RISER DIAGRAM AND NOTES 1/2"-1'-0" 100 EQUIPMENT WIRING SCHEDULE ELECTRICAL LOAD SUMMARY - 208/120 VOLT SYSTEM PROFESSIONAL STAMP: FEEDER TYPE OF IEMA DISCON. LOAD ACTUAL N.E.C. ACTUAL N.E.C. �. SYNEOL ITEM VOLTAGE HP . ; WIRE COLT CONNECTION RATING SWITCH FUSES REMARKS DESCRIPTION CONNECTED DEMAND DEMAND CONNECTED DEMAND DEMAND r :. ' �?�+:f. 0 208/120V ONE EXISTING 400A KW FACTOR KW KW FACTOR KW ,:, � SERVICE FEEDER / PANEL A / 114.22 317.0 2 SETS 2.5"C & ONE 1 1, 2 �- 30-4W (4) #3/o,(1) #3G NEW 2.5"C M.C.B. TRACK LIGHTING 11.560 125% 14.450 489 FT 150W12 FT 36.675 `' u2 '� 3 10 THW LIGHTING *** 17.240 125% 21.550 17.240 125% 21.550 14, -47 . ® VAV-1 208V-30 10.31 28.6 (1 ) #10 GND. DISCONNECT 1 30A-3P NFDS SHOW WINDOW TRACK �1..,,_i..i, i,_i.4.,. ii_:,...,.,.,,,Z*=,_,_,,.,,.41.0 .A O # G D. SWITCH 1ST 10KW @100% 1ST 10KW @100% 6 4'0 V12,2°�� (3) #12 THW » DISCONNECT RECEPTACLES 16.640 REMAINING @ 50% 13.320 16.640 REMAINING @ 50% 13.320 1 LAS S ® VAV-2 208V-30 fi.99 19.4 1 j2 1 30A-3P NFDS �„ ... ... ... W ■(1) #12 GND. SWITCH MOTORS 1 °0 0�'/o EXP. ir- CYO (3) #12 THW » DISCONNECT HEATING * 100% 100% 3/4 0 7 4 VAV-3 208V-30 6.99 19.4 1/2" 1 30A-3P NFDS 100% 25% 0 25%(1) #12 GND. / SWITCH AIR CONDITIONING 100/o + 25/o OF 100/o + 25/o OF ARCHITECT INFO: 25% LARGEST MOTOR 38.617 LARGEST MOTOR 41.350 38.617 LARGEST MOTOR 41.350 ® VAV-4 208V-30 10.93 30.4 (3) #10 THW 1/2" DISCONNECT 1 30A-3P NFDS WATER HEATER 8.320 100% 8.320 8.320 100% 8.320 GreenbergFarrow (1) #10 GND. SWITCH MISCELLANEOUS ti.............. +° i 0 1 �° 0 i��•.�i rw..w.�.�� .rm. �..�� it,ri.'i r��i�i.i r`•..� 103.130 TOTAL KW 110.010 TOTAL KW 141.140 ® VAV-5 208V-30 3.39 9.4 3 12 THW, 1/2" DISCONNECT 1 30A-3P NFDS 1 1430 West Peachtree Street, N.W. � 1 12 GND. SWITCH Atlanta, GA 30309 VERY EXACT * USE GREATER LOAD OF THE TWO CATAGORIES t:404 601 4000 f:404 601 3980 DISCONNECT ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM (APPLIED ONLY ON ONE UNIT) ®7 EWH-1 208V 4.16 �? 110 GND: 1/2" SWITCH 1 30A-2P NFDS LocATl WITH G.C. PRIOR TO ROW-141 *** ACTUAL SHOW WINDOW LIGHTING IS INCLUDED IN TRACK LIGHTING AND LIGHTING SECTIONS. ISSUE TYPE: 8 10 THW, DISCONNECT VERFY EXACT **** 200VA/FT REQUIREMENT MINUS ACUTAL INSTALLED SHOW WINDOW LIGHTING. LL/PERMIT/BID 01/20/2009 ® EWH-2 208V 4.16 �2 1 10 GND. 1/2" SWITCH 1 30A-2P NFDS LOCATION I WITH G.C. SET PRIOR TO ROUGH-N v-�i-�.�- PROVIDE ROUGH D NEC DEMAND KW SCALE: NOT TO SCALE 9 PANEL B 208/12OV 22.76 63.2 (4) #1/0 AWG, 2" 125A 1 LUG FOR POWER SYSTEM VOLTAGE x 1.732 = MINIMUM FEEDER AMPERAGE DRAWN BY: AB 30-4W A(1) #6 GND. M.L.O. /d\ TO PANEL C. A&E JOB NO.: 20080538 10 PANEL C 208/120V (4)116.0 (4) #4/0 AWG, 2-1/2" 225A 1 141.140 x 1000 _ 316.8 AMPS SHEET TITLE: 3�_ (1) #4 GND. M.L.O. 208 x 1.732 REMARKS: POWER RISER AND SCHEDULES 1. PROVIDE AND INSTALL ONE FEEDER FROM 400A FUSED SW. IN ELECTRICAL ROOM TO PANEL A IN EXISTING 2.5" CONDUIT. REQUIRED ELECTRICAL SERVICE @ 20$ VOLTS, 3-PHASE, 4-WIRE =400 AMPS 2. PROVIDE AND INSTALL 2ND FEEDER AND 2.5" CONDUIT FROM 400A FUSED SW. IN ELECTRICAL ROOM TO PANEL A. SHEET NUMBER: E 3 - 0 PANELBOARD A NEMA ENCLOSURE 1 AIC RATING 65,000 PANELBOARD B* NEMA ENCLOSURE 1 AIC RATING 65,000 FULL GUT REMODEL PANEL TYPE AE MOUNTING SURFACE NOTES TOP FEED PANEL TYPE AQ MOUNTING SURFACE NOTES BOTTOM FEED CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. 6 k 1 3.437 3.437 A 3.645 4.556 2 1 RECEPT-OFFICE(IG1) 20/1 LO 0.360 0.360 _ A 0.720 0.720 20/1 RECEPT-FITTING ROOM 2 3 VAV-1 30/3 HACR 3.437 3.437 B 3.645 4.556 - HACR 30/3 VAV-4 4 3 RECEPT-OFFICE(IG2) 20/1 LO 0.360 0.360 B 1.200 1.200 20/1 RECEPT-STEAMER(B) 4 5 3.437 3.437 C 3.645 4.556 6 5 RECEPT-NETWORK RACK(IG3) 20/1 LO 0.720 0.720 C 0.720 0.720 20/1 RECEPT-SALES (B) 6 7 2.331 2.331 A 2.331 2.331 8 7 CD-1 /DUCT&SMOKE DETECTOR 20/1 LO 0.500 0.500 A 1.080 1.080 20/1 RECEPT-SHOW WINDOWS(LTG 3) 8 9 _ VAV-2 20/3 HACR 2.331 _ 2.331 B 2.331 2.331 HACR 20/3 VAV-3 10 9 RECEPT-TEL. BOARD(IG1) 20/1 LO 0.360 0.360 B 0.720 0.720 20/1 RECEPT-EAS 10 11 2.331 2.331 C 2.331 2.331 _ _ 12 11 RECEPT-TEL. BOARD IG2) 20/1 LO 0.360 0.360 C + =0a 1.:1. • i 1 • - ' - r:P = 1 12 '\ ( ) i iii.i�► �►rr►r i��►rr i i ►��Y�i��I►`]�.a��i ,� 13 1.129 1.129 A 2.080 2.080 14 13 RECEPT-DEDICATED 20/1 0.180 0.180 A 0.300 0.300 20/1 RECEPT-CASHWRAP(B)(GEN) 14 . k 15 VAV-5 20/3 HACR 1.129 1.129 B 2.080 25/2 EWH-1 - / .0$0 2.080 16 15 RECEPT MUSIC SYSTEM 20/1 0.600 0.600 B 0.360 0.360 20/1 RECEPT-MANAGER'S OFFICE 1 16 `�� 17 t129 1.129 C 2.080 2.080 25/2 EWH-2 18 17 RECEPT-TEL. BOARD(IG3) 20/1 LO 0.360 0.360 C 117.r.1..-WoWi 0� "��i/W" NW'T '■ "'�"'"" 18 �' . • 19 SPARE BREAKER 20/1 0.000 0.000 A 2.080 2.080 20 19 RECEPT-STEAMER STOCKROOM 20/1 1 2 A 20/1 - 20 , •. . (STOCKROOM) 1.200 00 0.900 0.900 0/1 RECEPT SALES(G) 21 SPARE BREAKER 20/1 0.000 0.000 B 0.000 0.000 20/1 SPARE BREAKER 22 21 RECEPT-VENDING 20/1 0.900 0.900 B 1.200 1.200 20/1 RECEPT-STEAMER(G) 22 23 SPARE BREAKER 20/1 0.000 0.000 C _ 0.000 0.000 20/1 SPARE BREAKER 24 23 RECEPT-REFRIGERATOR 20/1 0.900 0.900 C 1.600 1.600 LO 20/1 RECEPT-CASHWRAP(G)(IG1) 24 GAP INC. 25 RECEPT-MICROWAVE 20/1 1.200 1.200 A 0.900 0.900 20/1 RECEPT-CASHWRAP(G)(GEN) 26 CORPORATE ARCHITECTURE A 1 7.540 7.540 ' A 27 RECEPT-TIMECLOCK 20/1 0.360 0.360 B 0.800 0.800 LO 20/1 RECEPT-CASHWRAP(G)(IG2) 28 850 CHERRY AVENUE SUBFEED B 7.760 7.760 / I \ 125/3 PANEL B 29 FIRE ALARM CONTROL PANEL 20/1 LO 0.200 0.200 C 0.900 0.900 LO 20/1 RECEPT-DVR/MONITORS 30 SAN 8RUN0, CA 94066 C 7.460 7.460 F 31 LIGHTING CONTROLS 20/1 0.200 0.200 A 0.000 0.000 20/1 SPARE BREAKER 32 33 'T a . :Oa■ /- =SS a 1 a •l a a •a B 0.000 0.000 20/1 SPARE BREAKER 34 STORE NO.:Aillm.AM.43\ .� ..�..............JIM. i 2805 A 11.100 13.875 / \ 35 SPACE 1 C 0.000 0.000 20/1 SPARE BREAKER 36 SUBFEED B 10.320 12.900 150/3 PANEL C 37 "'■■■'!""'"•.r"N"'"'�W'RINI W W W A 0.000 0.000 20/1 SPARE BREAKER 38 STORE NAME: WASHINGTON SQUARE C 12.010 15.013 39 SPACE _ _ B 0.000 0.000 20/1 SPARE BREAKER 40 41 SPACE C 0.000 0.000 20/1 SPARE BREAKER 42 STORE LOCATION: VOLTAGE 208/120 PHASE 3 PANEL MAX AMPS 400A GAP/GAP BODY, SUITE F06 MAIN BREAKER MAINS 400A MCB WIRE 4 OPTIONS VOLTAGE 208/120 PHASE 3 PANEL MAX AMPS 125A MAIN BREAKER MAINS 125A MLO A WIRE 4 OPTIONS ISOLATED GROUND '"1 9677 SW WASHINGTON SQUARE RD. TIGARD, OR ACTUAL . .- . • -_ -, 97223-4452 35.670 KW PHASE A 39.360 KW ACTUAL C.►. T ' C •► T • 33.030 KW PHASE B 36.520 KW 317.0 AMPS A 7.540 KW PHASE A 7.540 KW 34.420 KW PHASE C 38.340 KW _ 7.760 KW PHASE B 7.760 KW GAP PROJ. I.D.: 0000044154 103.120 KW TOTAL 114.220 KW 7.460 KW PHASE C 7.460 KW 63.2 AMPS / \ w-ww`!w∎www∎∎w....∎∎wwwww∎w-∎w 22.760 KW TOTAL 22.760 KW PROTOTYPE V9 DATE: � * PROVIDE SUBFEED LUG FOR POWER TO PANEL C. 08/11 /08 PANEL A BILL OF MATERIAL INFO / ,-� IL y 1 PANELBOARD, TYPE AE (101) OPENING Q1 /Q2 2009 SINGLE SECTION PANEL TOP FEED SURFACE MNT PANEL B BILL OF MATERIAL INFO 24 CKTS 1 Panelboard, Type AQ (101) ELECTRICAL EQUIPMENT 3P4W 208Y/120V 65 KAIC PANEL B REVISION - 400A 3 POLE SGLA4 MAIN Single Section Panel Bottom Feed Surface Mnt 42 Ckts 02/03/2009 1 150A 3 POLE TEY n 3P4W 208Y/120V 65 KAIC CASHWRAP CIRCUITS 1 125A 3 POLE TEY /B\ 5i M-in u. REVISED n 2 30A 3 POLE TEY n38 21A1 Pole HQ: 03/04/2009 3 20A 3 POLE TEY 1 + e-i g 2 25A 2 POLE TEY PANEL SCHEDULE LEGEND 1 Copper Bus 1000A PSI 5 20A 1 POLE TEY BREAKER OPTIONS 1 Nameplates 1 COPPER BUS 1000A PSI 1 National Acct Sped Instr 1 NAMEPLATES LO HANDLE - LOCK-ON DEVICE 1 NATIONAL ACCT SPECL INSTR HACR HEATING, A/C, & REFRIGERATION RATED BREAKER 3 Ground-Cu box bonded TGC2 1 AB43B Box 1 GROUND MAIN LUG TGL20 . 1 AF43SN Front 1 GROUND-CU BOX BONDED TGC2 1 AQF3362ABX Interior AXB4 1 AB64B BOX 1 AF64SN FRONT 1 AEF3184DTX INTERIOR AXF1 B4 PANEL C BILL OF MATERIAL INFO /B` 1 Panelboard, Type AQ (101) PANEL C Single Section Panel Bottom Feed Surface Mnt 30 Ckts 3P4W 208Y/120V 65 KAIC 225A Main Lug PROFESSIONAL STAMP: A CONTACTORS BILL OF MATERIALS 30 20A 1 Pole THQB /d\ 1 Copper Bus 1000A PSI A 1B POWER BLOCK 3A m "<.5.7177.>- < LGECR463L20AJA LGECR460XP32 LGECR463L20AJA 1 Nameplates �`p:°t:��,:�r�.�h ,�;�-;�- ,;r:��; 1 National Acct Sped Instr ```` ELECTRICALLY-HELD BASE W/2N0 CONTACTS ELECTRICALLY-HELD 2NO POWER BLOCK (2 POLE ELECTRICALLY-HELD BASE W/2N0 CONTACTS p s Mnrrr� �` ` ( 3 Ground-Cu box bonded TGC2 ��-�;��I E (CONTACTOR BASE) POWER BLOCK) (CONTACTOR BASE) 1 AB43B Box ea - /44 f'/00% X 1 AF43SN Front 1A POWER BLOCK 2A 3A POWER BLOCK =`' �� ° LGECR460XP32 LGECR463L20AJA LGECR460XP32 1 AQF3362ABX Interior AXB4 `�� V. 12 2S°� �� ELECTRICALLY-HELD 2N0 POWER BLOCK (2 POLE ELECTRICALLY-HELD BASE W/2NO CONTACTS ELECTRICALLY-HELD 2NO POWER BLOCK (2 POLE '�G V. POWER BLOCK) (CONTACTOR BASE) POWER BLOCK) EXP. 1- M'- "6) 1B 2A POWER BLOCK 3 AS a r LGECR463L20AJA LGECR460XP32 ARCHITECT INFO:PANELBOARD C VOLTAGE 208/120 PHASE 3 AIC RATING 65,000 ELECTRICALLY-HELD BASE W/2N0 CONTACTS ELECTRICALLY-HELD 2N0 POWER BLOCK(2 POLE PANEL TYPE AQ MAINS 225A MLO WIRE 4 NOTES BOTTOM FEED (CONTACTOR BASE) POWER BLOCK) NEMA ENCLOSURE 1 MOUNTING SURFACE PANEL MAX AMPS 150A g GreenbergFarrow OPTIONS 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT t: 404 601 4000 f:404 601 3980 �+ NO. DESCRIPTION SIZE OPT KW KW KW KW OPT SIZE DESCRIPTION NO. CONTACTOR SCHEDULE 1 LTG 1 -SALES TRACK 20/1 1.681 1.681 A 1.620 1.620 20/1 LTG 1 -WALL WASHER 2 _ ISSUE TYPE: 3 LTG 1 -SALES TRACK 20/1 1.677 1.677 B 1.710 1.710 20/1 LTG 1 -WALL WASHER 4 CONTACTOR CONTACT NEMA CIRCUITS 5 LTG 1 -SALES TRACK 20/1 1.609 1.609 C 1.620 1.620 20/1 LTG 1 -WALL WASHER 6 LL/PERMIT/BID 01/20/2009 EXTERNAL INTERNAL SCENE MANUFACTURER TYPE COIL CONTACT AMPERE No. OF POLES TYPE CONTROLLED SET LABEL PANEL LABEL MODEL VOLTAGE VOLTAGE RATING N.O. N.C. ENCLOSURE 7 LTG 1 -SALES TRACK 20/1 1.112 1.112 A 1.440 1.440 20/1 LTG 1 -WALL WASHER 8 9 LTG 1 -FEATURE WALLS/CABINETS 20/1 1.536 1.536 B 1.142 1.142 20/1 LTG 1 -WALL WASHER/F.R. MIRROR 10 SCALE: NOT TO SCALE GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 11 LTG 1 - ILLUM MKTING IMAGE(0) 20/1 1.800 1.800 C 1.800 1.800 20/1 LTG 1 - ILLUM MKTING IMAGE(B) 12 1A 1 120 600 30 6 SEE C-1,3,5,7,9,11 13 LTG 3-BLADE/BODY ENTRY SIGN 20/1 LO 1.260 1.260 A 1.036 1.036 20/1 LTG 3-SHOW WINDOW TRACK 14 DRAWN BY: AB ALL STORE LIGHTS CR463L80-AJA ELEC HELD 100 / E3-0 15 LTG 3-BODY PORTAL SIGN 20/1 LO 1.108 1.108 B 0.238 0.238 20/1 LTG 3-SHOW WINDOW 16 A&E JOB NO.: 20080538 NEMA 1 17 LTG 3-ADULT ENTRY/CORNER SIGN 20/1 LO 1.440 1.440 C 1.132 1.132 20/1 LTG 2-SALES AREA/FITTING ROOM 18 1B 1 GENERAL ELECTRIC ELEC ENERGIZED 120 600 30 6 SEE C-2,4,6,8,10,12 19 LTG 3-ADULT PORTAL SIGN 20/1 LO 1.080 1.080 A 0.424 0.424 20/1 LTG 2-STOCKROOM 20 SHEET TITLE: ALL STORE LIGHTS CR463L80-AJA ELEC HELD 100 / E3-0 21 LTG 2-SALES TRACK _ 20/1 1.443 1.443 B 0.390 0.390 LO 20/1 EM/EX/NL(STOCKROOM/MGR/RR) 22 PANEL SCHEDULES NEMA 1 23 LTG 2-SALES TRACK 20/1 1.517 1.517 C 1.095 1.095 LO 20/1 EM/EX/NL(SALES!FITTING RM) 24 2 GENERAL ELECTRIC ELEC ENERGIZED C-18,20,21,23,25,27 25 LTG 2-SALES TRACK 20/1 1.443 1.443 A 0.000 0.000 20/1 SPARE BREAKER 26 2A CR463L80-AJA ELEC HELD 120 600 30 8 SEE 27 LTG 2-SALES TRACK 20/1 1.073 1.073 B 0.000 0.000 20/1 SPARE BREAKER 28 EMPLOYEE LIGHTS 100 0 / E3-O 29 SPARE BREAKER 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE BREAKER 30 3A 3 GENERAL ELECTRIC ELEC ENERGIZED 120 600 30 8 NEMA 1 B-8, SPECIALTY LIGHTS CR463L80-AJA ELEC HELD SEE C-13,14,15,16,17,19 ACTUAL CONNECTED N.E.C. CONNECTED 100 / E3-0 11.100 KW PHASE A 13.875 KW SHEET NUMBER: REMARKS: 10.320 KW PHASE B 12.900 KW E 3 ,,,_ 1 1. THE ELECTRICALLY HELD CONTACTOR SPECIFIED, (MODEL NUMBER. CR463L20-AJA), USES A G.E. 2-POLE CONTACTOR, (MODEL NUMBER CR460XP32,) 12.010 KW PHASE C 15.013 KW 116.0 AMPS FOR TOTAL NUMBER OF POLES SEE NO. OF POLES COLUMN IN CONTACTOR SCHEDULE. 33.430 KW TOTAL 41.790 KW FULL GUT REMODEL NEW LIGHT FIXTURE SCHEDULE PROVIDED BY MANUFACTURER BALLAST MANUFACTURER MOUNTING \TAG OWNER LANDLORD DESCRIPTION CATALOG NUMBER LAMP CATALOG NUMBER WATTS _ VOLTS LOCATION \ REMARKS D7 X SURFACE MOUNTED DUAL CIRCUIT TRACK, WITH CONTECH #LT28P SERIES N/A N/A N/A 120 SALES FLOOR, DISPLAY WINDOWS 1 \\\\`\ ACCESSORIES. LENGTH AS INDICATED PER DRAWINGS, WHITE FINISH. ` E6 X TRACK MOUNTED LOW VOLTAGE INCANDESCENT MR16 CONTECH #CTL1216TNT37P PHILIPS (1) 35MRC16 / IR / N/A 37 120 SALES FLOOR, DISPLAY WINDOWS . TRACK HEAD. ELECTRONIC TRANSFORMER WHITE FINISH. NFL25 WITH FLAT LENS \ ` SOLITE SOFTENING LENS. CLOSED BACK. LABELED FOR 37W. .,\\\\\.\\,. E9 X METAL HALIDE TRACK HEAD, 20 WATT, WHITE FINISH, WITH AMERLUX PHILIPS ADVANCE 39 120 SALES FLOOR DB2690 REFLECTOR, ADAPTER FOR CON-TECH ONLY. TO #CYLTS-MM-E-WT-TJ1-120-FL-DB2690 (1) CDM20 / TM / 830 GAP INC. ICF2542M2BS CORPORATE ARCHITECTURE USE ON TWO CIRCUIT TRACK BUT WILL ONLY WORK ON 850 CHERRY AVENUE CIRCUIT ONE. SAN BRUNO, CA 94066 F5E-G X 1' X 4' FLUORESCENT FIXTURE WITH PRISMATIC ACRYLIC MERCURY #M-106-232-OCT-A-125-ELB-EM PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 MANAGER'S OFFICE STORE NO.: DIFFUSER, ELECTRONIC BALLAST AND EMERGENCY PACK REL-2P32-SC 2805 G1 W-4-G X SUSPENDED FLUORESCENT 4' WHITE STRIP, STEEL MERCURY #MIE6-132-OCT/ ELB, PHILIPS (1) F32T8 / TL835 ADVANCE 32 120 STOCKROOM, STORAGE 2 STORE NAME: WASHINGTON SQUARE HOUSING, WIRE GUARD, CHAIN HUNG, INTEGRAL WGMIE-6240 REL-1 P32-SC STORE LOCATION: ELECTRONIC BALLAST GAP/GAP BODY SUITE FO6 G1 W-8-G X SUSPENDED FLUORESCENT 8' WHITE STRIP, STEEL MERCURY #MIE6-132-OCT/ 8T-ELB, PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 STOCKROOM, STORAGE 2 9677 SW WASHINGTON SQUARE RD. HOUSING, WIRE GUARD, CHAIN HUNG, INTEGRAL (2) WGMIE-6240 REL-2P32-SC TIGARD OR ELECTRONIC BALLAST 97223-4452 GI WE-8-G X SUSPENDED FLUORESCENT 8' WHITE STRIP, STEEL MERCURY #MIE6-132-OCT / 8T-ELB-EM, PHILIPS (2) F32T8 / TL835 ADVANCE 60 120 STOCKROOM, STORAGE 2 HOUSING, WIRE GUARD, CHAIN HUNG, INTEGRAL ' (2) WGMIE-6240 REL-2P32-SC GAP PROJ. I.D.: 0000044154 ELECTRONIC BALLAST AND EMERGENCY PACK M1 X RECESSED ADJUSTABLE METAL HALIDE ACCENT WALL LIGHTOLIER #C4T4ACCDP / MHT4RF (TRIM), PHILIPS (1) CDM70 / TC / 830 AROMAT 90 120 FITTING ROOM PROTOTYPE V9 DATE: ( ) WASHER, 4-1/2" APERTURE, CLEAR LENS, DIFFUSE SATIN #C4A70T4E (HOUSING) (INTEGRAL ELECTRONIC) 08/11 /08 FINISH, CHAMPAGNE BAFFLE, WHITE TRIM, INTEGRAL OPENING Q1 /Q2 2009 ELECTRONIC BALLAST R3 X COMPACT FLUORESCENT RECESSED DOWNLIGHT, ALZAK LIGHTOLIER #8038CCDP / 8242HU PHILIPS (2) PLT32W/ 35 14P ADVANCE 71 120 SALES FLOOR, FITTING ROOM ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8-11/16" ICF2542M2BS APERTURE, 8" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST R3E X COMPACT FLUORESCENT RECESSED DOWNLIGHT, ALZAK LIGHTOLIER #8038CCDP-E / 8242HU-EM4E PHILIPS (2) PLT32W/ 35 /4P ADVANCE 71 120 SALES FLOOR, FITTING ROOM ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8-11/16" ICF2542M2BS APERTURE, 8" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY PACK R7 X RECESSED COMPACT FLUORESCENT DOWNLIGHT, 6" LIGHTOLIER #8031 CCDP / 6132B-U PHILIPS (1) PLT26W/ 35 /4P ADVANCE 28 120 FITTING ROOM, PORTAL ENTRY APERTURE, SEMI-SPECULAR, LOW IRIDESCENT, INTEGRAL ICF2542M2BS ELECTRONIC BALLAST R7E X RECESSED COMPACT FLUORESCENT DOWNLIGHT, LIGHTOLIER #8031 CCDP / 6132B-U - EM PHILIPS (1) PLT26W / 35 /4P ADVANCE 28 120 FITTING ROOM, PORTAL ENTRY ALUMINUM REFLECTOR, SELF FLANGE TRIM, POLISH FINISH, ICF2542M2BS 6" APERTURE, 9-3/4" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY PACK R8 X RECESSED COMPACT FLUORESCENT WALL WASH, 6" LIGHTOLIER #8021 WWCCDP / 6132BU PHILIPS (1) PLT32W/ 35 /4P ADVANCE 35 120 APERTURE, SEMI-SPECULAR, SELF FLANGED OVERLAP ICF2542M2BS STOREFRONT DISPLAY, FITTING ROOM SUPPORT, POS. TRIM, INTEGRAL ELECTRONIC BALLAST. R8E X RECESSED COMPACT FLUORESCENT WALL WASH, 6" LIGHTOLIER #8021 WWCCDP / 6132BU FAEM3E PHILIPS (1) PLT32W / 35 /4P ADVANCE 35 120 RESTROOMS APERTURE, SEMI-SPECULAR, SELF FLANGED OVERLAP ICF2542M2BS TRIM, INTEGRAL ELECTRONIC BALLAST AND EMERGENCY PACK. X1 X LED EXIT SIGN WITH 90 MINUTE BATTERY BACK-UP ASTRALITE TPUR-WEM (RED LETTERS) LED'S INCLUDED N/A 5 120 THROUGHOUT SPACE PROFESSIONAL STAMP: 3' SURFACE MOUNTED FLUORESCENT WHITE STRIP, STEEL LEGION LIGHTING CO. INC. PHILIPS 1 F25T8 / TL835 ADVANCE f r, -^t) r10 ; F1 C-3A X HOUSING, ASYMMETRIC REFLECTOR. #1500-125-4-EBO-ASYM ( ) 24 120 DISPLAY CABINETS 1�, �° REL-2P32-SC 4 :��-v�;1;; ... , r F1-3 X 3' SURFACE MOUNTED SINGLE LAMP FLUORESCENT MERCURY #MM-125-OCT-C-ELB PHILIPS (1) F25T8 / TL835 ADVANCE 24 120 SALES FLOOR , '--- 84-')059PE c CHANNEL ELECTRONIC BALLAST REL-1 P32-SC MOUNTED HORIZONTALLY & VERTICALLY 4 / / _ - F1-4 X 4' SURFACE MOUNTED SINGLE LAMP FLUORESCENT PHILIPS (1) F32T8 / TL835 ADVANCE 32 120 SALES FLOOR N MERCURY #MM-132-OCT-C-ELB { ) CHANNEL ELECTRONIC BALLAST REL-1 P32-SC MOUNTED HORIZONTALLY P'J 122°�:;` - ' ��,S ®a FIA-4 X 1-ROW 4' LINEAR FLUORESCENT WITH INTERGRAL MERCURY #MM-132-OCT-C-ELB PHILIPS (1) F32T8 / TL835 ADVANCE 32 120 FITTING ROOM MIRROR MOUNTED Exh I _ 0w ELECTRONIC BALLAST SNAP-A-WRAP LENS COVER #ALP SAW REL-1 P32-SC VERTICALLY 3 0q 148CA-T8 ARCHITECT INFO: REMARKS: 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS TO COMPRISE A FULLY FUNCTIONING SYSTEM. 2. CONTRACTOR SHALL PROVIDE CHAIN AS REQUIRED. GreenbergFarrow 3. FIXTURE WILL BE SWITCHED LOCALLY. 1430 West Peachtree Street, N.W. 4. LIGHT FIXTURE PROVIDED BY FURNITURE MANUFACTURER. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 :........::.:.......:.:..::.::::.::.......::...........:.:.::.:.::::.....::::..:.:.:.:..:.::::::::::.::.:.::::.........:...:.::.:.::.:::..:::.::::::::::.......:..:.......:::.:......::::::...:...:..::::::.:::::.::.:::.:::::,:::::::::::::.:::..,..:: .......„.....::::::::::::::::::......::::::.......:...::,:,.::....:......:....:.:......:::..::::.:::::::......:......:.:...::::.:........::::.:.....::..:....::::::::_.::....::_::::::::::::......::::::::......:.::::...... ::::.,:,:.:.,::........:,:.:::,,:,,:„:.. . ..... ..._.:.:::::::::::::::::::::.::.:_::..::.:::.::::....,:.:........................:.............,....:.„..::..,........::,........::::.:.,....:.:...,...............................:.............:..................:::....:._......:.::........,........,::::::::.:..„.....„..::,.........,:::...............::..........:..,..:.,...:.... ::........::_:.:....,........::...:................................................................... .......... ... .. ................... ISSUE TYPE: LL/PERM I T/BI D 01/20/2009 SET • • SCALE: • NOT TO SCALE • • A&E JOB NO.: 20080538 •. SHEET TITLE: LIGHT FIXTURE SCHEDULE REMARKS: 1 . CONTRACTOR RELAMP EXIT CORRIDOR FIXTURES TO MATCH EXISTING FIXTURES. SHEET NUMBER: E3 . 2 .. FULL GUT REMODEL ,, \\N TO SWITCHED AC BLUE ` CIRCUIT(CONTACTOR BLUE MANUAL SWITCH, YELLOW A.C. BALLAST MOTION SENSOR ETC...) ��`� RED FACE OF STOREFRONT I ] \\N" I A POE LAMPS SPACED TO C PROVIDE EVEN ILLUMINA11ON k\ \ OF LETTERS A 1 LAMP I C D .. INTERNALLY ILLUMINATED BLADE AA SIGN GAP INC. BATTERY PLUG C CORPORATE ARCHITECTURE INDICATOR LAMP 1/2" 111K. ACRYLIC LETTERS 850 CHERRY AVENUE RED RED SAN BRUNO, CA 94066 ii"!P BROWN RED STORE NO.: 28C,05 BROWN LIGHT ALARMS "AM-6" YELLOW SIGN SIZE LAMP SIZE TO UNSWITCHED WHITE FLUORESCENT POWER YELLOW AC CIRCUIT. USE • BLACK PACK BLUE 2'6" X 2'6" 2'0" T12 STORE NAME: WASHINGTON SQUARE PROPER TAP. • ORANGE BLUE CAP UNUSED WIRE • 3'0" X 3'0" 2'6" 112 STORE LOCATION: 4'0" X 4'O 3'6" T12 GAP/GAP BODY, SUITE F06 r-- ►.::::: ::.::::::::::::::: 9677 SW WASHINGTON SQUARE RD. NOTE: -CONNECT EMERGENCY P ACK TO THE HO T WIRE OF THE TIGARD OR CIRCUIT AHEAD OF LIGHT SWITCH OR CONTACTOR. ... r : I < >< > ` 97223-4452 -� J-BOX GAP PROD. I.D.: 0000044154 PROTOTYPE V9 DATE: EMERGENCY WIRING LIGHTING DIAGRAM NOT TO SCALE BLADE SIGN DETAIL NOT TO SCALE 08/11 /08 100 203 OPENING Q1 /Q2 2009 INTERNALLY ILLUMINATED LED HALO SIGN I I s I PROVIDE 120-VOLT PRIMARY ELEC. INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN SERVICE INCL GROUND WIRING �� WITH INTEGRAL BALLAST. PROVIDED AND INSTALLED ( BY SIGN MANUFACTURER DIRECTLY FROM PANEL BOX). SEE -n INSTALLATION MEET N.E.C. CODE. PROVIDE 120-VOLT PRIMARY ELEC. SERVICE (INCL. C,_ -- - - GROUND WIRING DIRECTLY FROM PANEL BOX). -I I- I I , • ., Il INSTALLATION TO MEET N.E.C. CODE. i , _ i;''a E 1- 7 7 H \ , 11 11j''. ...... II' II 4"----.... ...„,.. ..„..,,,,,.,. I ril (2) 1 2" GREENFIELD II, (1) 1/2" CONDUIT WITH TWO FLUORESCENT ( ) � MINIMUM 2'-O'' GREENFIELD FIXTURES, 4-=' CONDUIT TO REMOTE FLEX CONDUIT. EACH SIDE - TRANSFORMER PER SIGN OF MIRROR. LOCATION. FIXTURE II TYPE F1 A-4. INSTALL n II CENTER IN 11 OPENING -•, PORTAL PROFESSIONAL STAMP: ill' l L L _1 _1 1, 5 ,� 4 NOT TO SCALE NOT TO SCALE `'' `�` f r' I- —— —\ h - - H MIRROR WITH RECESSED HALO SIGN DETAIL SURFACE HALO SIGN DETAIL � � �iii.FRAME 206 204 J / fr(P� .L /#fE]ov EXP. Z- - f0 120" 3/A0 7 --ie ARCHITECT INFO: -NI, GreenhergFarrow 1430 West Peachtree Street, N.W. Suite 200 FLOOR Atlanta, GA 30309 LOCATION OF LIGHT BOX t: 404 601 4000 f:404 601 3980 RECEPTACLE. EACH RECEPTACLE GETS A DEDICATED „ ISSUE TYPE: CIRCUIT. FIELD VERIFY EXACT 84 LL/PERMIT/BID 01/20/2009 LOCATION PRIOR TO ROUGH IN. SET .S .- r <> SCALE: AS NOTED -- AB M _ \ © D RAWN BY:• T ,• 12" A&E JOB NO 20080538 7I: \ - SHEET TITLE: $„ INSTALL FLUORESCENT / LIGHTING DETAILS '- FIXTURES, EACH SIDE OF MIRROR CENTER IN OPENING. 12" CREDENZA -1/4" GLASS MIRROR i 1 1 SHEET NUMBER: E 3 ..... 3 FITTING ROOM MIRROR DETAIL NOT TO SCALE ILLUMINATED MARKETING WALL NOT TO SCALE 207 201 FULL GUT REMODEL PLASTIC \SHIM CEILING-1 P \ P r rp I POWER POLE IN POWER POLE PPOSITION OLE SET DESCRIPTION THE GE CR460 SERIES CONTACTOR ARE CONFIGURED TO SUPPORT \ \\\N\\\\\7 , \ -ig CIRCUIT #2 CIRCUIT #1 ON/OFF SWITCH (TYP) TT ii, `i _.2__ ___5.... _______2__ POWER POLE 2 00 0 00 :f CLIP UP TO TWELVE NORMALLY OPEN, "N.0.", POLES, WITH A MAXIMUM OF EIGHT NORMALLY CLOSED, "N.C.", POLES. POSITIONS "1" TO .\\ .. "4" ON BASE CAN BE CONFIGURED AS EITHER N.O. OR N.C. 4 1 ..,,_. _ 2_00 0 00 : 1 C C 41114441■ : 00 0 00V WHILE POSITIONS "5" AND "6" CAN BE CONFIGURED AS N.O. ONLY. ---POLARITY BEAD 44 : 0 0 0 0 0 V INSTALLATION INSTRUCTIONS \\\\ , N.O. TAG \ TWO CIRCUIT TRACK — ■ TRACK 0 ..', 2 0 1:D5t ..% ,Ti- —1-- —1-- POWER POLE SET STEP-1 LOCATE THE RELEASE CLIP AT ONE END OF THE POWER POLE. LATCH ,. 141-401111000,4 1 CLIP 0 C:16 IN N.C. POSITION (SEE FIGURE 2) (TYP) STEP-1 STEP-2 STEP-3 GAP INC. (...... _,..) AVAILABLE SPACE FOR CORPORATE ARCHITECTURE --H -- r- ".. ....• 2 MORE POWER POLES SAN BRUNO, CA 94066 STEP-2 INSTALL POLE BY SLIDING FOOT INTO SLOT; PULL THE CLIP, AND EA INSTALLATION. 850 CHERRY AVENUE ( : , - N.C. TAG IN N.O. POSITION POSITION POLE ONTO CONTACTOR BASE. RELEASE THE CLIP FOR INSTALLATION INSTRUCTIONS NY — ---1 E.' [iigc, 4,1 i, ---, -7-1,1 Fr- r) STEP-1 IDENTIFY THE "POSITIVE" CONNECTION ON LIGHTING FIXTURE BASE MARKED "P". STEP-2 TO ACCESS THE UPPER CIRCUIT, (CIRCUIT #2), PULL UP THE CONNECTOR MARKED "P" WITH ELECTRICIANS PLIERS UNTIL IT IS FIRMLY IN UPPER POSITION. SEE DIAGRAM %`■ / 4, FIGURE 2 - 0 0 - Al A2 . %'*%%****%"*.-- CONTACTOR BASE STEP-3 CHECK FOR THE LETTERING ON THE BASE. N.O. SHOULD BE VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY OPEN. N.C. SHOULD BE VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY CLOSED. (SEE FIGURE 1) STEP-4 IF INSTALLED IN WRONG POSITION, REMOVE POWER POLE BY STORE NO.: 2805 STORE NAME: WASHINGTON SQUARE STORE LOCATION: — — ABOVE. PULLING CLIP. ROTATE POWER POLE 180 DEGREES TO CONVERT GAP/GAP BODY, SUITE FO6 FIGURE 1 TO N.O. OR N.C. POSITION. — STEP-3 SLIDE THE PLASTIC SHIM (SUPPLIED WITH TRACK) BENEATH 9677 SW WASHINGTON SQUARE RD. 0 3 El 3 THE CONNECTOR TO LOCK THE TAB IN PLACE. TIGARD, OR STEP-4 TO ACCESS THE LOWER CIRCUIT, (CIRCUIT #1), LEAVE 97223-4452 CONNECTOR MARKED "P" IN THE ORIGINAL POSITION. --A--- --.\---- GAP PROJ. I.D.: 0000044154 CIRCUIT #2 CIRCUIT #1 STEP-5 INSTALL FIXTURE HEAD IN TRACK WITH TRACK LATCH ARROWS POINTING TO THE POLARITY LINE ON TWO CIRCUIT TRACK PROTOTYPE V9 DATE: TWO CIRCUIT TRACK INSTALLATION INSTRUCTIONS NOT TO SCALE LIGHTING CONTACTOR DETAIL NOT TO SCALE 08/11 /08 200 103 OPENING Q1 /Q2 2009 - N--s„NN I M TO ADJUST AIMING ANGLE: I I I I I eii _a 1. USE A PHILLIPS SCREWDRIVER ) B --Alr ,)N TO TURN SCREW #1 UNTIL Z 4010 L .% , , , litoralak DESIRED ANGLE OF TILT IS n FLUORESCENT FIXTURES n 11 FLUORESCENT FIXTURES BREAK SEAT \ # ACHIEVED. 0 0 Kr0 0 0 0 G 1 F1-3 & F1-4, SEE FLOOR PLAN I I F1-3 & F1-4, SEE FLOOR PLAN TO ADJUST ROTATION: 2. USE A PHILLIPS SCREWDRIVER 1 I I rid .....,..., TO LOOSEN SCREW #2. DO 0 I I SCREW #2 Weit::10C*5r: _ 0/ NOT COMPLETELY REMOVE. 3. GRASP BREAK SEAT AND / -AT • it---JINSTALL END I -1 IIII 11 ROTATE INNER PORTION OF TRIM UNTIL DESIRED AIMING FEED ARROW POSITION IS ACHIEVED. POINTING TO H H P2 pi THE POLARITY SCREW #1 4. TIGHTEN SCREW #2 TO LOCK LINE ON TWO I POSITION. CIRCUIT TRACK END FEED CONNECTION / VERIFY WITH INSTRUCTION SHEET FOR ACTUAL INSTALLATION AND I ADJUSTMENT PRIOR TO INSTALLATION I/ OF FIXTURE. II KEY CODE • 1 U Li ,itrc\■, [ 42" N : NEUTRAL CONNECTION i#4 CEIUNG P1 : CIRCUIT #1 POSITIVE CONNECTION -.---- .----- P2 : CIRCUIT #2 POSITIVE CONNECTION .----- (NIGHT LIGHT CIRCUIT CONNECTION) (2) FLUORESCENT - -rt (2) FLUORESCENT ----- /fil FIXTURE 'F1-3', SEE °1 io FIXTURE 'F1-3', SEE ----- ----- REFER TO ENLARGED FLOOR PLAN FOR EXACT I I I I FLOOR PLAN FOR EXACT / / III DETAIL LOCATION AND QUANTI1Y. LOCATION AND QUANTITY. / / PROFESSIONALSZ,p7oFt,,:s,,, / .// TWO CIRCUIT TRACK END FEED CONNECTION NOT TO SCALE FEATURE WALL DETAIL NOT TO SCALE / / / / . ,c-„wr. , ,,) ,i) '/V ii' 201 21 0 / / / / CENTERLINE OF APATURE '' 82052PE 1 _ R , ,,,,,/ 77-- • I / //()I\ A ' " '-' / '"d - I I I I L °' ' , Ecom if-ow A.F.F. / LAMP BEAM CENTER +.0 +Of, e 'V 0 -- 12:1 •sv V A A 1 1 B.O. GYP. BD. CLG n \ FLUORESCENT FIXTURES TI / 1 // II FLUORESCENT FIXTURES / 1 I 1. S it , I / DISTANCE ANGLE OF I F1-3 & F1-4, SEE I// II F1-3 & F1-4. SEE / I PO I FROM WALL FIXTURE EX,P./...i.,:•4°0 FLOOR PLAN FLOOR PLAN / A/ II i / qi 36" 19' ARCHITECT INFO: II / / /9 . ' II / 38" 20' /// n II I 40" 21 GreenbergFarrow 0, 0 II I 42" 27 /// 1 I i II 1 1430 West Peachtree Street, N.W. /8 i H H 44" 23' Suite 200 I I II / 0 46" 24* Atlanta, GA 30309 4 I i II / t:404 601 4000 f:404 601 3980 I / 48" 25' /// II I I 1 USE TILT ANGLE AS /// II / ISSUE TYPE: /8 1 I i II i SPECIFIED IN CHART 7 LL/PERMIT/BID 01/20/2009 8 MOUNT J-BOX TO CABINET II I , II I SET /// 7 il II I 8 /11 I I SCALE: AS NOTED /1 TRANSOM BACK LIGHTING lid III / DRAWN BY: AB // 0111 FIXTURE, FIXTURE TBD. LI_ _im I A&E JOB NO.: 20080538 44 Li U F.I-1 --... F H - - I . _____ ____ Num I I 1 SHEET TITLE: - _ mil II • . 1 I LIGHTING DETAILS (2) FLUORESCENT (2) FLUORESCENT MERCHANDISING / STANDARD I FIXTURE 'F1-3', SEE FLOOR PLAN FOR EXACT QUANTITY AND LOCATION. : [E I . in i l a i 1 I L.MAL 11=17111: : MIME I I ri Am 11111101•11111111 FIXTURE 'F1-3', SEE hr FLOOR PLAN FOR EXACT QUANTITY AND LOCATION. _ I/ FLOOR SHEET NUMBER: NOT TO SCALE BUILT-IN CABINET LIGHTING DETAIL DEEP FEATURE WALL DETAILS NOT TO SCALE M1 FIXTURE AIMING DETAIL NOT TO SCALE E 3 3 a 213 209 208 Q OF TIMECLOCK SCREEN AND ELEC. OUTLET FULL GUT R EM O D E L -f--1'-0" MIN-0--0---1 MIN--s- MANAGER'S DESK/WORKSTATION GENERAL NOTES - vz/- N.,`\1, REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT SIZES. ti 0 0 IBM ANYPLACE KIOSK 2, FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND TELEPHONE TIMECLOCK 4838-5XX \\\\\\\ , SYSTEMS ARE PROVIDED AND INSTALLED BY SPENCER ENGINEERING OF TIMECLOCK ' `. \ AND LUCENT TECHNOLOGY RESPECTIVELY. a a SCREEN ' 1 3. FINAL CONNECTIONS AND WIRING FOR MUZAK SYSTEM - TIMECLOCK WALL �, I 1/2" F.R. •ARE PROVIDED AND INSTALLED BY MUZAK. 31-0" �`\ MOUNT PLATE PLYWOOD BACKING ,\\\`\'' MIN J BY G.C. / Ei E AC POWER ADAPTER WALL AC POWER ADAPTER k\ :\ \.\\.\\\.\\\\ MANAGERS DESK/WORKSTATION CODED NOTES MOUNT BRACKET • GAP INC. 100) CONVENIENCE QUADRAPLEX RECEPTACLE FOR GENERAL USE POWER. 0 CORPORATE ARCHITECTURE INSTALL IN 4" SQ X 2-1/8 DEEP BOX WITH TWO GANG 1/2 PLASTER a V/ RJ4500 PHONE JACK 850 CHERRY AVENUE (102 RING COVER. LABEL "CONVENIENCE" AND CIRCUIT AS INDICATED ON BY TELEPHONE SAN BRUNO, CA 94066 1� POWER PLAN AND PANEL SCHEDULE. - - CONTRACTOR. STORE NO.: 101) IJ45 JACK FOR TIMECLOCK. INSTALL 4" SQ X 2-1/8" DEEP BOX WITH - 3/4"C WITH ONE PULLWIRE 2805 0101 SINGLE GANG PLASTER RING COVER. 49" 56 1/2" TO MANAGER'S OFFICE. II O Q C STORE NAME: WASHINGTON SQUARE (102) TRAFFIC COUNTER. INSTALL 4" SQ X 2-1/8" DEEP BOX WITH SINGLE GANG S II PLASTER RING COVER. EXTEND TRAFFIC COUNTER CONDUIT HOMERUN TO STORE LOCATION: BOX. 41 1/4" 2'-6" MAX DUPLEX RECEPTACLE FOR TIME GAP GAP BODY, SUITE F06 CLOCK AND OR GENERAL USE GAP/GAP �--��-� � (103) ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT. / 9677 SW WASHINGTON SQUARE RD. U.1J LL 3" ABOVE INSTALL IN 4" SQ X 2-1/8 DEEP BOX WITH TWO GANG 1/2 PLASTER 24" INSTALLED BY ELECTRICAL Q �� VE COUNTER RING COVER. LABEL POS ONLY" AND CIRCUIT AS INDICATED ON POWER CONTRACTOR. TIGARD, OR I PLAN AND PANEL SCHEDULE. ��IG3 Q OF DUPLEX AND PHONE JACK 97223-4452 �'r' ,.-c� FINISHED FLOOR--\ I�`it1 io L J (100 GAP PROJ. I.D.: 0000044154 Iit1I ; 1 Nc� ! 1 ' J L to TIMECLOCK AND AC ADAPTER WALL TIMECLOCK WIRING ELEVATION DETAIL PROTOTYPE V9 DATE: I MOUNT BRACKET ELEVATION DETAIL 08/11 /08 TIME CLOCK MOUNTING DETAIL NOT TO SCALE OPENING Q1 Q2 2009 (103) 100 / IG2 DETAIL REVISED IG1 03/04/2009 A r 1 120V "FACTORY WIRED TO CASHWRAP CIRCUIT 1 MANAGER'S OFFICE DETAIL NOT TO SCALE 200 CLASS II LOW ' VOLTAGE WIRING, - TRANSFORMER 16AWG MINIMUM MY', FACTORY PROVIDED FIELD-INSTALLED (TYP) _ - IN CASHWRAP DELIVERY DOOR 10V BUZZER FACTORY PROVIDED PUSHBUTTON. NOTE: LABEL "GAP" IN CASH WRAP_ REFER TO SHEET FIELD-INSTALLED 2" CONDUIT WITH PULLWIRE TO E1-0 FOR CIRCUITING • TELEPHONE UTILITY SERVICE. -- 60" BR2 COORDINATE WITH LANDLORD T 24" BUZZER AT MANAGER'S L - FACTORY WIRED IN CASHWRAP J AND/OR UTILITY CO. 203 ~` WORKSTATION BR1 FIELD-WIRED BY E.C. — — — _ — K — 200 FIELD-INSTALLED - - t Y 3 " BUZZER SYSTEM NOTES: �, NUTONE DOOR BUZZER SYSTEM COMPONENTS WILL BE OWNER FURNISHED AND SHIPPED TO THE JOBSITE WITH THE TELEPHONE —E 205 CASHWRAP. THE TRANSFORMER AND ONE BUZZER WILL BE WIRED AND INSTALLED BY THE CASHWRAP MANUFACTURER. CONDUIT TO ® ,�MS e En ® � - 30" '- ELECTRICAL CONTRACTOR SHALL INSTALL A BUZZER IN MANAGER'S OFFICE AND A PUSHBUTTON OUTSIDE THE DELIVERY TERMINATE IN DOOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY JUNCTION BOXES, CONDUIT AND JUNCTION BOX WIRE FOR A COMPLETE AND FULLY OPERATIONAL DELIVERY DOOR BUZZER SYSTEM. INSTALL COMPLETE SYSTEM IN SPACE FOR 15» ��.,GaPcZO CONDUIT IF REQUIRED BY CODE. LOCAL EXCHANGE 't 201 CARRIER PC'�Ce► A. BUZZERS (2) NUTONE #LA-201 (6-10 VOLT): 35" NETWORK r LOCATE FIRST BUZZER UNDER SWITCH PLATE AT +7-0" A.F.F. IN MANAGERS OFFICE ABOVE MANAGER'S WORKSTATION, RACK 205 OR AS DIRECTED BY GAP'S REPRESENTATIVE (PAINT PLATE TO MATCH WALL COLOR). SECOND BUZZER AND 1 6" SPENCER/AVAYA 200 TRANSFORMER WILL BE FACTORY INSTALLED IN THE CASHWRAP AND WIRED BY THE CASHWRAP MANUFACTURER. 66 EQU PCK 13" U B. PUSHBUTTON (1): NUTONE #PB-18 LCL OR EQUAL. LOCATE PUSHBUTTON OUTSIDE DELIVERY DOOR. +48" A.F.F. PROFESSIONAL STAMP: ISOMETRIC C. TRANSFORMER (1) NUTONE #515T. INSTALLED IN THE CASHWRAP AND WIRED BY THE CASHWRAP MANUFACTURER. e,.)�-,D,:�OP n • ti 1: 208 NOT TO SCALE `�';�` E `�� 204 SPACE FOR AVAYA TELEPHONE SYSTEM DETAIL NOTES: DOOR BUZZER DETAIL ..�,,�i, (TYP) 202 ,�� , < ar--- EQUIP �'"EOON ' 96" 200 3/4" THICK PLYWOOD TELEPHONE BOARD. SIZE AS INDICATED. 'I'Q (oc' Si' V12, ,�' 0 209 2 �, (2T1 Z_ ,,�41U PHONE SYSTEM GROUND. DEDICATED ISOLATED #6 AWG SOLID EXP 204 6" SPACCE FOR 202 COPPER TO WIRE OF LENGTH NOT TO EXCEED 35 STORE FRONT (2) 3/4" (ADT) 3 40 q FEET O A "GE POWERMARK GOLD" EQUIPMENT GROUND BUS ADT DEVICES "—" NETWORK BAR CATALOG NUMBER TGK12 OR EQUAL. IF WIRE EXCEEDS ARCHITECT INFO: SYSTEMS 35 FEET, PROVIDE #4 AWG SOLID COPPER GROUNDING WIRE 3/4" (POS) S 30" A.F.F. WITH REDUCING CLIP AT BUS BAR. TELECOM ) EMPLOYEE TIME IG1 CLOCK GreenbergFarrow 0 48" ADT 21" 202 DEDICATED QUADRAPLEX RECEPTACLE CIRCUITED WITH AN BACKBOARD MANAGER'S ISOLATED GROUND. REFER TO POWER PLAN FOR CIRCUIT OFFICE 1430 West Peachtree Street, N.W. 209 202 IG3 NUMBER. (ADT BACP) (2) 3/4" POS 3/4" (POS) TRAFFIC Suite 200 (NETWORK RACK) ( � COUNTER Atlanta, GA 30309 MUSIC 203 CONDUIT WITH PULL WIRE. REFER TO CONDUIT RISER DIAGRAM CASH WRAP 3/4" (P05) (MUSIC) t:404 601 4000 f:404 601 3980 205 IG2 21" RACK x.205 24" FOR QUANTITIES AND SIZES. 2T (SPENCER/AVAYA) (PHONE) 3/4" (POS) TRAFFIC ISSUE TYPE: DUPLEX — 20" 21"X21"X19" CirD9 RECEPTACLE 6" 204 IDENTIFY BOUNDARY LINES AND SPACE USE WITH PAINT OR COUNTER LL/PERMIT/BID 01/20/2009 DEDICATED 6 PERMANENT MARKER AS INDICATED. SET CIRCUIT 6" " 24 --- . 205 1/2" THREADED GALVANIZED STEEL PIPE CONNECTED TO > SCALE: AS NOTED -) 10 A.F.F. FLOOR AND WALL MOUNTED ESCUTCHEONS. SEE ISOMETRIC. CASH WRAPS 1-1/4" (POS) "' 3/4 (POS) TRAFFIC 3T COUNTER DRAWN BY: AB DUPLEX RECEPTACLE 206 4" X 4" X 1/2" JUNCTION BOX FOR MUSIC. EAS A&E JOB NO.: 20080538 206 207 I BACKBOARD 34" POS TRAFFIC / ( SHEET TITLE: ', P o d o o t, v . o _ r (2-6)7 (2) 3/4" CONDUITS FOR SPEAKER WIRE AND ADDITIONAL W COUNTER ,/��/j,//,//,/^//\s/`//\//\�/\�/` �/\//\//\//\//\7/'7/��/ MUSIC EQUIPMENT. �. 1/2" (TEL) STOCKROOM ELECTRICAL DETAILS \\\\\\\\ \ \ \ \ > 208 (2) 3/4" CONDUIT TO ADT DEVICES. �, PHONE /1\ M v �/\\//\\7/\\/\\\ \\/\\' \//. -\\/\\ \\//\/\ A /\\/.\ 209 3/4" CONDUIT FOR DEDICATED AND ISOLATED GROUND EAS 1/2" (TEL) FITTING ROOM \//. //, -FINISHED FLOOR RECEPTACLE LOCATED ON BACK BOARD. INSTALL PER N.E.C. BACKBOARD PHONE REQUIREMENTS. SHEET NUMBER: E4 ........ 0 TELECOM BACKBOARD DETAIL NOT TO SCALE CONDUIT RISER DIAGRAM NOT TO SCALE 203 FULL GUT REMODEL \\, \\1,,, 1\-\\I 0 G L N B `\\\\\ •c 120VAC DEDICATED CIRCUIT WITH LOCK-ON CI' UIT BREAKER REFER TO SHEET E1-0 FOR CIRCUIT NUMBER AND •CATION OF DEVICES LIGHTING CONTROL CODED NOTES '`�`�'`'�`� Q LABEL "ALL STORE LIGHTS ` " 1A TIMECLOCK WITH 1/8 HIGH (301) TORK MODEL #EW120 WITH NC (NORMALLY CLOSED RELAYS), 7 DAY � ; LOCATE BLACK ENGRAVED LETTERING SET (301) L- -- IGITAL TIME CLOCK WITH SKIP-A-DAY FEATURE IN A NEMA 1RELAYS IN N.C. ENCLOSURE, WITH ONE N.O. 20 AMP AND ONE N.C. 10 AMP RATED ,�� SCHEDULE FOR 10AM TO 9PM ENCLOSURE C 2 ) CONTACTS. � LABEL LOCATION WHEN I (NP) APPLICABLE N.O. (303) BYPASS BUTTON, SET AT 2 HOURS. TORK MODEL #SSA200 ALL STORE LIGHTS 1-°--i_ ©I GAP INC. _ (304) RELAYS (WITH 2 N.O. AND 2 N.C.) CONTACTS, G.E. MODEL #MCRA022ATJ. CORPORATE ARCHITECTURE 20" 20""EMPLOYEE 850 CHERRY AVENUE LABEL EMPLOYEE LIGHTS 4 (SCENE 1 LOCATE CONTROL RELAYS IN 20 X 20 CONTACTOR ENCLOSURE. N.C. SAN BRUNO, CA 94066 TIMECLOCK" WITH 1/8" HIGH L--t] N.C. BLACK ENGRAVED LETTERING SET �-- —� �301> STORE NO.: SCHEDULE FOR 8AM TO 11 PM 1 2 _ _ _ _ _ _ _ 2805 E Q� 0 I SEQUENCE OF OPERATION STORE NAME: WASHINGTON SQUARE N.O. • © SCENE 1 - ALL STORE LIGHTS TIMECLOCK 1 2" HIGH LIGHTING LABEL LOCATION (TYP) EMPLOYEE LIGHTS 3 I STORE LOCATION: / H ENGRAVED N.C. LETTERING (TYP) CONTACTOR 1" HIGH BLACK nl LIGHTS ON (10AM-9PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT GAP/GAP BODY, SUITE F06 PERMANENT PEN (TYP) BLACK -RED EXTERNAL OPENS AND DE-ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY 9677 SW WASHINGTON SQUARE RD. RELAY (TYP) C303> CONTACTOR CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. COVER PLATE INSIDE ENCLOSURE N.O. (- ,} BYPASS BUTTON, SEE SHEET E2-0 LIGHTS OFF (9PM-10AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT TIGARD, OR FOR LOCATION —GREEN "120V CLOSES AND ENERGIZES SCENE 1 CONTACTOR(S). CONTACTORS NORMALLY 97223-4452 I N.C. N.0 N.O. CONTACTOR(S) GROUND" 1—N.0=. _ CLOSED CONTACTS OPEN AND DE-ENERGIZE LIGHTS. 20" x 20" LIGHTING CONTACTOR ENCLOSURE LABELIN NOT TO SCALE I (304) — R1 2 (SCENE 2) GAP PROD. I.D.: 0000044154 iiiii `i � ,�iiiiiii.r�.�►i� i.�iii�.i�► �►,....iiii,...,....� L J SCENE 2 - EMPLOYEE LIGHTS TIMECLOCK " BP-1 I _ N.C. LIGHTS ON 8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT PROTOTYPE V9 DATE: i LABEL "SPECIALTY LIGHTS OPENS AND SCENE 2 CONTACTOR(S). CONTACTORS NORMALLY 08/11 /08 TIMECLOCK WITH 1/8 HIGH CONTACTOR(S)(301) CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. i ) BLACK ENGRAVED LETTERING SET i SCHEDULE FOR 8AM TO 11 PM C 2 OPENING Q1 /Q2 2009 LIGHTS OFF (1 PM-8AM ADJUSTABLE): TIM i ( ( TIMECLOCK NORMALLY CLOSED CONTACT ELECTRICAL EQUIPMENT i ! N•0© CLOSES AND ENERGIZES SCENE 2 CONTACTOR(S). CONTACTOR(S) NORMALLY REVISI❑N - SPECIALTY LIGHTS I3 CLOSED CONTACTS OPEN AND DE-ENERGIZE LIGHTS. 02/03/2009 /3\ i ---� 4 i 3A (SCENE 3) BYPASS BUTTON FOR SCENE 2 I N.C. i 1 BYPASS BUTTON ENABLED: BYPASS BUTTON CLOSES AND ENERGIZES BYPASS i 1 Lx---__I N.C. RELAY R-1. RELAY R-1 NORMALLY CLOSED CONTACT OPENS AND DE-ENERGIZES SCENE 2 CONTACTOR. CONTACTOR(S) NORMALLY CLOSED i ` CONTACTS CLOSES AND ENERGIZES LIGHTS. i 1 SCENE 3 - SPECIALTY LIGHTS TIMECLOCK 1 ` i LIGHTS ON (8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT OPENS AND DE-ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY i I CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. 1 1 LIGHTS OFF (1 1 PM-8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT I ` CLOSES AND ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY i CLOSED CONTACTS OPEN AND DE-ENERGIZE LIGHTS. i 1 i 1 i 1 i ` i 1 i 1 i M i 1 i i ! PROFESSIONAL STAMP: i 1 )I A) ) <,,---::-A,Y"-• '--- ,i'''',',:(-).,- _ -� -- <.E NOT TO SCALNOT 82057PE 'r- a--- LIGHTING CONTROL DIAGRAM To SCALE �. i 300 / i ,l .4- • 0 OV12,2° NY QLAS S EXP fly .3/- d? ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: AS NOTED DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E4 _ 1 FULL GUT REMODEL CASHWRAP GENERAL NOTES \\NI 1. CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE—WIRED AND INSTALLED BY CASHWRAP MANUFACTURER. k -NI 2. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER, WIRING \\\\,;\\\ AND FINAL CONNECTIONS TO PRE—INSTALLED CASHWRAP RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR ALL DEVICES AS REQUIRED FOR A COMPLETE CODE—COMPLIANT SYSTEM. \, \\\\\17 3. COORDINATE AND CONFIRM LOCATIONS OF PRE—WIRED DEVICES AND CONDUIT ENTRY WITH G.C., ARCHITECTURAL DRAWINGS, AND CASHWRAP SHOP DRAWINGS. , \\ •• •• •• . . 4. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT •:• :• .• • SIZES. ' .. • • . • .:• •• GAP INC. • . • .• . . • .. • A. . 5. FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND CORPORATE ARCHITECTURE • .. :• • •,.., ,:,.. TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY 850 CHERRY AVENUE • • .- .• .- ..• . . \...., -,,„... SPENCER ENGINEERING AND LUCENT TECHNOLOGY SAN BRUNO, CA 94066 • • . . . . . . . ... .. .. • • • RESPECTIVELY. . . • - • • . . . . . . . • . . . . • - STORE NO.: . . .. . •• - • • .. • - • .••• . • - 206—A .. •• " . . ' . . . . • • • 6. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE 2805 . . E4-2 „......% ...,:,..„ ...-• ...•• . . PROVIDED AND INSTALLED BY MUSIC VENDOR. : .. . • . • '• ' . . • - • - • • . . . . • - STORE NAME: WASHINGTON SQUARE •• -• '••••••.........•••• CASHWRAP CODED NOTES * STORE LOCATION: . . . 40, • : •• :r .i 1 i:::•.: ,:.•:•::i v4v i 200 ISOLATED GROUND QUADRUPLEX RECEPTACLE FOR POS GAP/GAP BODY, SUITE F06 • . • . - , EQUIPMENT POWER. PRE—INSTALLED BY CASHWRAP • . • • . B ::' 9677 SW WASHINGTON SQUARE RD. • •• :•.. 205 MANUFACTURER. : . :.: : • . : , TIGARD, :: : • , , - OR • .. .. ,• • 201 CONVENIENCE DUPLEX RECEPTACLE FOR GENERAL USE . . ..• :• ••• % •• . .. • ••• :::: : 206 97223-4452 . . • POWER. PRE—INSTALLED BY CASHWRAP MANUFACTURER. . .•• .: .• IG2 IG1 IG1 :: 202 JUNCTION BOX FOR MUSIC SELECTOR SWITCH. GAP PROJ. I.D.: 0000044154 -0) -i- v • 411.+•V - 203 RECESSED SINGLE GANG BOX FOR TELEPHONE CONNECTION PROTOTYPE V9 DATE: cith < ;3 201 201 203 201 203 IN BACK OF CREDENZA. PROVIDE INTERCONNECTING 207 204 204 204 CONDUIT BETWEEN BOXES. COORDINATE EXACT LOCATION 08/11 /08 Q2_ —0)— WITH G.C. PRIOR TO ROUGH—IN. OPENING Q1 /Q2 2009 200 200 204 POS CONNECTION FROM CASHWRAP TERMINAL TO HUB. CASHWRAP REVISED SHOWN FOR REFERENCE ONLY. 03/04/2009 Z\ 205 4" SQ. X 1—1/2" D J—BOX WITH SINGLE GANG MUD RING FOR SOUND SYSTEM VOLUME CONTROL. PRE—INSTALLED BY 207—B CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY. E4-2 206 DELIVERY DOOR BUZZER AND BUZZER SYSTEM TRANSFORMER. PRE—INSTALLED BY CASHWRAP MANUFACTURER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MANAGER'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. 207 CONDUIT FOR CASHWRAP POWER, CASHWRAP IG POWER, * CONTRACTOR TO VERIFY DATA, AND PHONE/VOLUME CONTROL/BUZZER REQUIREMENTS. CODED NOTES IN FIELD. SEE POWER PLAN SHEET E1-0 FOR CIRCUIT NUMBERS. NOT 3-TERMINAL CASHWRAP PLAN LAYOUT 205 TO SCALE PROFESSIONAL STAMP: -;-- ..-AVi 77 4 H 0 ,,,,'''-' :H.., ,,,, \ :,-- AG!i\,11,- e ',-- ---6) i 82052PE 3c'--- OREGON 203 204 203 204 203 204 > T 0 ' & ■05) BUZZER Iii- GLAS il-\'' 200 200 200 1:1 i;11 EXP - 2 01 201 • . .: . • ::: .5 , voer . ::: : : • ::: 201 ••.: ... ..... .:..: .4 I S El ARCHITECT INFO: P:R r4 pl ::::: ::: ------------ ::w: PI oP■mr .. " ..- m P:,Pi!! :: 202 ::::::::::::::::61:w o'i 64:,,,,,i•:::::::"---:::::•-•••••••.•.:••••••••••••••••••••:.-.............................ko.,::::.:-•,:::::""""""::::-"-::::••••••••••••••••::::::::::••••••::."""•:::::••••••w:k4,•••64:•-•:.:.:•:.:•:•::::: I [ '_] 11,1 S S E El ;:.: , g:::...................::::: ::::.......:......._,..._......._.........„..................:::::i......::-..:......::: ::1 I GreenbergFarrow ... ..: ...: .. - ED .. . .„ .. , M I , m m 1430 West Peachtree Street, N.W. iii:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:::4:: ‘;‘ .• . ... . . .. .. .. ,. ... . .. ... . „ . . . :• : .. ,: ::„ ,: „................................„: .. •.. . . -:..: -. . • El Suite 200 u ■;; r■ :• . . .. ;:: :::: : : . .. ... . . , _ _ _ _ iii Atlanta, GA 30309 : :• ::.:: : : • :::: : :. • L.,J Lii ‹ cz cy t:404 601 4000 fi 404 601 3980 NI D,Z E- LJLJ LJ N-,,,ED 4 DI-JI rz) 0 ED ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SYMBOLS SCALE: AS NOTED El PHONE ELEVATION 'B' DRAWN BY: AB ELEVATION 'A' E GuIViRgiatgcLIR3jiiktal A&E JOB NO.: 20080538 0 DATA OUTLET SHEET TITLE: E JUNCTION BOX [§] DUPLEX RECEPTACLE ' i • AP D TAILS El VOLUME CONTROL ABLLT A .NOTE ALL LL-LL;I RICAL BOXES ARE MOUNTED ON THE INSIDE OF THE SHEET NUMBER: WIRE CHASE E 4 ....... 2 NOT 3-TERMINAL CASHWRAP ELEVATION LAYOUT TO SCALE 3-TERMINAL CASHWRAP CABLE/CONDUIT LAYOUT NOT TO SCALE 206 207 FULL GUT REMODEL CASHWRAP GENERAL NOTES 1. CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE-WIRED , N\\\N 1, AND INSTALLED BY CASHWRAP MANUFACTURER. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER, WIRING \ AND FINAL CONNECTIONS TO PRE-INSTALLED CASHWRAP \\\ \ RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR ALL DEVICES AS REQUIRED FOR A COMPLETE CODE-COMPLIANT SYSTEM. \ , N 3. COORDINATE AND CONFIRM LOCATIONS OF PRE-WIRED \ I 4 ` DEVICES AND CONDUIT ENTRY WITH G.C. ARCHITECTURAL ? . DRAWINGS, AND CASHWRAP SHOP DRAWINGS. x\\\\\\\\ , , \, 4. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT ..:......:...............:........................:........:::....:...................:..............:::,.....:..........:....:._...:..:..:.::..::.::.,..::...,...:.........................,..........::....:,...:.. :.,.... SIZES. GAP INC. 5. FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND CORPORATE ARCHITECTURE TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY CHERRY AVENUE SA SPENCER ENGINEERING AND LUCENT TECHNOLOGY SAN BRUNO, CA 94066 RESPECTIVELY. ::................,::.....:.:......::.:...,:..:.............,..:.:.:.:...::....._._,..:...:.:.,:..,:....._...,,_._.,,:._.......:,:_::..._.,. STORE NO.: 2805 6. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE PROVIDED AND INSTALLED BY MUSIC VENDOR. STORE NAME: WASHINGTON SQUARE 2a— E4 CASHWRAP CODED NOTES * STORE LOCATION: E4-2a 200 ISOLATED GROUND QUADRUPLEX RECEPTACLE FOR POS GAP/GAP BODY, SUITE F06 EQUIPMENT POWER. PRE-INSTALLED BY CASHWRAP 9677 SW WASHINGTON SQUARE RD. MANUFACTURER. TIGARD, OR 201 CONVENIENCE DUPLEX RECEPTACLE FOR GENERAL USE 97223-4452 �`' POWER. PRE-INSTALLED BY CASHWRAP MANUFACTURER. B : 205 GAP PROJ. I.D.: 0000044154 202 JUNCTION BOX FOR MUSIC SELECTOR SWITCH. 206 203 RECESSED SINGLE GANG BOX FOR TELEPHONE CONNECTION PROTOTYPE V9 DATE: IG1 IN BACK OF CREDENZA. PROVIDE INTERCONNECTING 08/11 /08 CONDUIT BETWEEN BOXES. COORDINATE EXACT LOCATION III -:- V WITH G.C. PRIOR TO ROUGH-IN. :::_: ::::: :::::::::::::::: :: :::: ::: : ::: ::::::: . : ::. :: : :: OPENING Q1 /Q2 2009 (2-6,1). POS CONNECTION FROM CASHWRAP TERMINAL TO HUB. CASHWRAP REVISED 207 201 203 SHOWN FOR REFERENCE ONLY. 03/04/2009 n 204 205 4" SQ. X 1-1/2" D J-BOX WITH SINGLE GANG MUD RING PLAN 200 FOR SOUND SYSTEM VOLUME CONTROL. PRE-INSTALLED BY CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY. (2-a) DELIVERY DOOR BUZZER AND BUZZER SYSTEM 207-B TRANSFORMER. PRE-INSTALLED BY CASHWRAP E4-2a MANUFACTURER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MANAGER'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. * 207 CONDUIT FOR CASHWRAP POWER, CASHWRAP IG POWER, CONTRACTOR TO VERIFY DATA, AND PHONE/VOLUME CONTROL/BUZZER REQUIREMENTS. CODED NOTES IN FIELD. SEE POWER PLAN SHEET E1-0 FOR CIRCUIT NUMBERS. 1-TERMINAL CASHWRAP PLAN LAYOUT NOT TO SCALE 205 PROFESSIONAL STAMP: k, n rrPr ... t t a :./ OREGON ,.. of 12,r Z BUZZER { L '"\ 203 204 0 EXR ! /CJ ..................... .... 200 I � � 440 l 201 © T y ARCHITECT INFO: 202 ::::� i © reen er arrow z 0 41 1430 West Peachtree Street, N.W. ce r - - - Suite 200 GA N z ¢ W W Atlanta, G 30309 N-1 o E- 3 3 t:404 601 4000 f:404 601 3980 0 :...........::.... :.........:.................................. >0_Q ° a_ ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SYMBOLS 0 PHONE SCALE: AS NOTED I ® QUADRUPLEX RECEPTACLE � I DRAWN BY: AB ELEVATION A WITH ISOLATED GROUNDS EI_EVATION B A&E JOB NO.: 20080538 0 DATA OUTLET E JUNCTION BOX SHEET TITLE: ® DUPLEX RECEPTACLE CASHWRAP DETAILS ® VOLUME CONTROL BODY NOTE ALL ELECTRICAL BOXES ARE MOUNTED ON THE INSIDE OF THE SHEET N = i• WIRE CHASE 1-TERMINAL CASHWRAP ELEVATION LAYOUT NOT TO SCALE 1-TERMINAL CASHWRAP CABLE/CONDUIT LAYOUT NOT TO SCALE AE4 - 2a 206 207 FULL OUT REMODEL EAS GENERAL NOTES EAS WIRING LEGEND 1. CONTRACTOR SHALL PROVIDE ALL CONDUIT, PULL WIRE, JUNCTION \NI BOXES FOR EAS SYSTEM. \\\,; 2. ALL LOW VOLTAGE WIRING AND EAS EQUIPMENT TO BE INSTALLED, \ LOW VOLTAGE WIRE ` �\ BY VENDOR. �\ \\ EAS EQUIPMENT .\\\\\\\X‘CONDUIT EAS CODED NOTES - - - - CONDUIT (UNDERSLAB) \ \\xx ------ CONDUIT BURRIED IN WALL OR DOOR JAMB (1-0-0) JUNCTION BOX FOR EAS EQUIPMENT. MOUNT AT 12'-0" A.F.F. ABOVE k, k t 0 CONDUIT TERMINATION ENTRY SOFFIT NEXT TO PLYWOOD BACKBOARD. VERIFY LOCATION WITH \ G.C. PRIOR TO ROUGH IN. E 101 EAS SLIMLINE ELECTRONICS. MOUNT EQUIPMENT TO PLYWOOD GAP INC. BACKBOARD. VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH CORPORATE ARCHITECTURE IN 850 CHERRY AVENUE 102 EAS LOW VOLTAGE WIRE. SAN BRUNO, CA 94066 103 MODEM TELEPHONE JACK. PROVIDE J-BOX ON PLYWOOD BOARD AND STORE NO.: 2805 3/4" CONDUIT WITH PULLSTRING BACK TO PHONEBOARD. STORE NAME: WASHINGTON SQUARE 104 MODEM. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY EXACT 24"X24"X3/4" GRADE A LOCATION WITH G.C. PRIOR TO ROUGH IN. STORE LOCATION: PLYWOOD BACKBOARD 105 POWER SUPPLIES. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY GAP GAP BODY, SUITE F06 EAS CONTROL MODULE EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN. GAP/ GAP SW WASHINGTON SQUARE RD. 200 EAS FIN. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. VERIFY TIGARD, OR MODEM PHONE JACK LOCATION WITH G.C. PRIOR TO ROUGH-IN. 97223-4452 0 J—BOX (2)1 PULLSTRINGS 201 (2) 3/4" CONDUIT WITH (2) PULLSTRINGS DOWN THE DOORJAM. 202 STUB CONDUIT OUT OF THE FRONT OF THE PORTAL AND CUT FLUSH PROTOTYPE V9 DATE: 201 WITH THE SURFACE OF THE PANEL. STUB OUT SHALL BE 54" A.F.F. GAP PROD. I.D.: 0000044154 [ _ EXIT SIGN 08/1 1 /O8 OPENING Q1 /Q2 2009 DRAWING NAME REVISED 03/04/2009 Ai 202 7--EAS SLIMLINE FIN EXTERIOR . i --. ,10cD-%,„ PROFESSIONAL STAMP: ENTRY �0� °°-- ..N - SLIMLINE FIN NOT TO SCALE 212 .- •'✓/ -c' 100 ''.. ' 82052PE E4-3 —, PLYWOOD ,,�� , �.rl BACKBOARD 105 74)-----„,..41..... 'i �'R GOi`I �° 101 ( 103 4 �) 4/0v 12, €.,,,,,, t�- NI .)j tiCk P:Pv 102 AS 104 I 0 ROUTE CONDUIT UP AND EXP./ n 103 100 © "/R TERMINATE ABOVE CEILING �J n X101 'S \ J EXIT EAS SYSTEM GENERAL NOTES ARCHITECT INFO: EXTERIOR — — — — 1. LOCATE "D-BLAZE" FIRE RETARDANT TREATED PLYWOOD GreenhergFarrow BACKBOARD 6" ABOVE EAS RECEPTACLE. BACKBOARD NOT TO 1430 West Peachtree Street, N.W. EXCEED 15'-0" A.F.F. Suite 200 I 2. ACCESS PANEL TO BE WITHIN 2'-0" MAX. OF EAS BACKBOARD. Atlanta, GA 30309 COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. t:404 601 4000 f:404 601 3980 TERMINATE CONDUIT 3. BACKBOARD TO HAVE A FLAME SPREAD OR SMOKE RATING OF ISSUE TYPE: — — ABOVE CEILING 202 (TYP) 25 OR LESS. LL/PERMIT/BID 01/20/2009 PLYWOOD EAS SYSTEM M SET 0`4 N BACKBOARD SOFFIT LINE S S S CODED NOTES SCALE: AS NOTED 0 0 E o � 0 J rii-6-97 3/4" THICK, GRADE A PLYWOOD EAS BACKBOARD. SIZE AS DRAWN BY: RDF INDICATED, SEE ARCH DRAWINGS FOR LOCATION. A&E JOB NO.: 20080538 101 } J 0-01i J-BOX. SHEET TITLE: — 103 200 (TYP) 102 SLIMLINE ELECTRONICS 100 EAS DETAILS—SLIMLINE FIN 102 103. PROVIDE J-BOX FOR MODEM RJ11 PHONE JACK. MOUNT • 202 J-BOX ON PLYWOOD BOARD. PROVIDE 3/4" CONDUIT WITH - E4-3 PULLSTRING BACK TO TELEPHONE BOARD. B 0 IDY 0 :o MODEM. Ali ALE (- SALES 105, POWER SUPPLIES. SHEET NUMBER: _ WiY ..._ __..- E 4 _ 3 9'-0" DOOR OPENING ELEVATION - SLIMLINE FIN NOT TO SCALE g'- 0" DOOR OPENING - SLIMILINE FIN NOT TO SCALE EAS BACKBOARD NOT To SCALE 202 200 S DETAIL 100 • FULL GUT REMODEL EAS GENERAL NOTES , EAS WIRING LEGEND 1. CONTRACTOR SHALL PROVIDE ALL CONDUIT, PULL WIRE, JUNCTION BOXES FOR EAS SYSTEM. fi E LOW VOLTAGE WIRE ALL LOW VOLTAGE WIRING AND EAS EQUIPMENT TO BE INSTALLED, EAS EQUIPMENT BY VENDOR. CONDUIT - - - - CONDUIT (UNDERSLAB) EAS CODED NOTES ` -————- CONDUIT BURRIED IN WALL OR DOOR JAMB 100 ` l JUNCTION BOX FOR EAS EQUIPMENT. MOUNT AT 12 —0 A.F.F. ABOVE 0 3 CONDUIT TERMINATION ENTRY SOFFIT NEXT TO PLYWOOD BACKBOARD. VERIFY LOCATION WITH G.C. PRIOR TO ROUGH IN. ,\\\\.\\\\.\ \ 101 EAS SLIMLINE ELECTRONICS. MOUNT EQUIPMENT TO PLYWOOD GAP INC. BACKBOARD. VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH CORPORATE ARCHITECTURE IN. 850 CHERRY AVENUE SAN BRUNO, CA 94066 102 EAS LOW VOLTAGE WIRE. STORE NO.: 2805 103 MODEM TELEPHONE JACK. PROVIDE J—BOX ON PLYWOOD BOARD AND 24"X24"X3f4" GRADE A 3/4" CONDUIT WITH PULLSTRING BACK TO PHONEBOARD. STORE NAME: WASHINGTON SQUARE PLYWOOD BACKBOARD 104 MODEM. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY EXACT -■*--EAS CONTROL MODULE LOCATION WITH G.C. PRIOR TO ROUGH IN. STORE LOCATION: 105 POWER SUPPLIES. MOUNT EQUIPMENT TO PLYWOOD BACKBOARD. VERIFY GAP/GAP BODY, SUITE F06 EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN. 9677 SW WASHINGTON SQUARE RD. f MODEM PHONE JACK TIGARD, OR 200 EAS FIN. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. VERIFY J�--� J—BOX LOCATION WITH G.C. PRIOR TO ROUGH—IN. 97223-4452 --• (2)1 PULLSTRINGS ' 201 (2) 3/4" CONDUIT WITH (2) PULLSTRINGS DOWN THE DOORJAM. ; ® 201 I GAP PROJ. I.D. 0000044154 EXIT SIGN PROTOTYPE V9 DATE: _ 202 STUB CONDUIT OUT OF THE FRONT OF THE PORTAL AND CUT FLUSH WITH THE SURFACE OF THE PANEL. STUB OUT SHALL BE 54" A.F.F. 08/11 /08 OPENING Q1 /Q2 2009 FRONT ENTRY REVISED 03/04/2009 0 202 EXTERIOR EAS SLIMLINE FIN _ t4 n _0 i r:.1.022.-NL-----.___.a._ P ROFESSIONAL STAMP: ENTRY SECTION-SLIMLINE FIN NOT To SCALE 105 if,rr 212 r , ; - 100 ^en t r}ryr y. �la_'o:If.i F PLYWOOD E4-3 10 _ ,, k i'..//, BACKBOARD 105 4 ,. di 'EGOW Ny......7. 101 b , ..v � �2z 103 SOFFIT LINE s �� von,K .AS' 104 102 ' Q �03J EXP. ''�- 'fd D ROUTE CONDUIT UP AND r I ' �'—' ��0- I TERMINATE ABOVE CEILING 101 �- _./ 3 100 n ' (IT 103 EAS SYSTEM GENERAL NOTES ARCHITECT INFO: 100 --� - 102 1. LOCATE "D—BLAZE" FIRE RETARDANT TREATED PLYWOOD Greenberg arrow BACKBOARD 6" ABOVE EAS RECEPTACLE. BACKBOARD NOT TO EXCEED 15'-0" A.F.F. 1430 West Peachtree Street, N.W. Suite 200 0 0 0 0\ I •• •• - •• 2. ACCESS PANEL TO BE WITHIN 2'-0" MAX. OF EAS BACKBOARD. Atlanta, GA 30309 COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. t:404 601 4000 f:404 601 3980 3. BACKBOARD TO HAVE A FLAME SPREAD OR SMOKE RATING OF ISSUE TYPE: 25 OR LESS. LL/PERMIT/BID 01/20/2009 EAS SYSTEM CODED NOTES SET 0°4 N 0°4 N SCALE: AS NOTED .' ° ° ° 0 `�' ° ° ° ° `� (1001 3 4" THICK GRADE A PLYWOOD EAS BACKBOARD. SIZE AS 0 0 0 ' INDICATED, SEE ARCH DRAWINGS FOR LOCATION. DRAWN BY: AB � 01� J—BOX. A&E JOB NO.: 20080538 / SHEET TITLE: 200 MP) 102 SLIMLIME ELECTRONICS EAS DETAILS - SLIMLINE FIN X03 PROVIDE J—BOX FOR MODEM RJ11 PHONE JACK. MOUNT J—BOX ON PLYWOOD BOARD. PROVIDE 3/4" CONDUIT WITH _ , PULLSTRING BACK TO TELEPHONE BOARD. A D I ( L 202 MODEM. lJ _ _ _ s Mk �o POWER SUPPLIES.qiir SHEET N ,4B -: z\_:, E 4 ...... 3 a 13'-O" DOOR OPENING ELEVATION-SLIMLINE FIN 202 TO SCALE 13'- 0" DOOR OPENING -SIMLINE FIN NOT TO SCALE EAS BACKBOARD DETAIL NOT TO SCALE 200 100 DIVISION 16 — ELECTRICAL FULL GUT REMODEL DIVISION 16 — ELECTRICAL SECTION 16050 SECTION 16000 BASIC ELECTRICAL MATERIALS AND METHODS BASIC ELECTRICAL REQUIREMENTS A. SCOPE OF WORK A. NOTE 1 THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS 2 ELECTRICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE 1 THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, 7 PROVIDE PULL—WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED ��\\\\, AND SPECIFICATIONS, SHALL REFER TO THE GENERAL CONTRACTOR C.C.'S CONSTRUCTION MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE ON DRAWINGS. EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE C.C.'S AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, 8 HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND OTHER TRADES SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO JOB'S PROGRESS SUBMITTALS SHALL BEAR THE STAMP OF THE G.C.'S OFFICE AND INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: WORK. CONDUIT MUST BE TRAPEZOID TO ALLOW 3 FEET MINIMUM CLEARANCE THIS AND THE OTHER SECTIONS OF DIVISION 16. SUB—CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND ABOVE CEILING. '',k' , A A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE 3 THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. \� INSTALLATION OF PANELBOARDS, SAFETY AND DISCONNECT SWITCHES, MOTOR 9 ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES. REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE' `: , ' G. GUARANTEE STARTERS, LIGHTING CONTACTORS, LIGHTING AND TRANSFORMERS. IT IS THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTOR'S WITH ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID FOR C. OUTLET BOXES `\ ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE—IN TO LANDLORD'S THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 1 THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY 1 ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD GAP INC. NO ROUND OUTLET BOXES SHALL BE PERMITTED,TYPE. EXCEPT AS 4 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED COMPANY. CORPORATE ARCHITECTURE SPECIFICALLY NOTED ON DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN INSPECTION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS WORK TO WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF 850 CHERRY AVENUE COMPLY WITH THE G.C.'S SCHEDULE AND THE PROJECT COMPLETION DATE. THE INSTALLATION BY THE G.C.'S CONSTRUCTION MANAGER/ENGINEERING MANAGER. B CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS 4" SQUARE AND 1-1/2" DEEP, WITH PLASTER RINGS. SAN BRUNO, CA 94066 EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQUIPMENT. REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT LIMITED TO, 5 THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING 2 ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, STORE NO.: DETERMINE CONDITIONS AFFECTING THE WORK ANY ITEMS WHICH ARE NOT COVERED 2 THE OWNER SHALL PROVIDE A COMPLETE 12—MONTH WARRANTY FOR ALL PARTS ON DEVICES, COVERPLATES, CONDUITS, ETC. SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 2805 IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED EQUIPMENT PROVIDED BY THE OWNER AND ITS VENDORS. THIS CONTRACTOR SHALL C METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, 3 EXTERIOR BOXES SHALL BE CAST RUST—RESISTING METAL WITH GASKETED COVERS. STORE NAME: WASHINGTON SQUARE SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS THE OWNER., UTILITY COMPANY, AND/OR LANDLORD. SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID 4 INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND D THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE BID SET OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND STORE LOCATION: SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR H. RECORD DRAWINGS DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE WIRING OF BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET GAP/GAP BODY, SUITE F06 OF RESPONSIBILITY IN PERFORMANCE OF WORK. 1 THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT BOXES TO BE PROVIDED WITH CADDY "QUICK—MOUNT BOX SUPPORT" TO MINIMIZE �� SW WASHI T N S UAR 6 REFER TO RESPONSIBILITY SCHEDULE ON THE ELECTRICAL DRAWINGS FOR TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: EXCEPT AS SPECIFICALLY NOTED OTHERWISE. THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. 96 NG O Q E RD. INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY A LOCATION OF JUNCTION BOXES AND RECEPTACLES E INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS TIGARD, OR AFFECT BID. INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. 5 UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL 97223-4452 E AS FOLLOWS: B. GENERAL REQUIREMENTS C SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED F A COMPLETE CONDUIT SYSTEM FOR TELEPHONE/DATA INCLUDING TERMINAL A SWITCH HEIGHT AS INDICATED IN ELECTRICAL SYMBOLS LEGEND. GAP PROJ. I.D.: 0000044154 EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER BOARD, BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND B CONVENIENCE OUTLETS: SALES & NON—SALES: 18" FROM FINISHED FLOOR 1 THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TRADES. CONDUCTORS, COVER PLATES, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE TO CENTERLINE OF OUTLET PROTOTYPE V9 DATE: TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE ON THE DRAWINGS. COMPLETE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE 2 AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL C TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. 08/11 /08 SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT G A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH D. JUNCTION AND PULL BOXES SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY, OWNER OR , PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED SHALL BE THE DRAWINGS. OPENING Q1 /Q2 2009 THE G.C. SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY PLACED "DO NOT REMOVE" IN THE AS—BUILT DRAWING TUBE. 1 THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD, POWER COMPANY AND THE H TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY G.C.'S CONSTRUCTION MANAGER AS REQUIRED. FURNISH AND INSTALL EQUIPMENT I. DISCREPANCIES IN DOCUMENTS REMOVAL. FIELD CONDITIONS OR BY CODE. THAT IS RATED FOR AVAILABLE FAULT CURRENT LEVELS. FURNISH AND INSTALL "CABLE LIMITERS" IF NECESSARY TO LIMIT FAULT CURRENT. FIELD VERIFY THE I FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE 2 BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND 1 DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND LIGHTING, ETC AS SHOWN ON DRAWINGS. TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. 3 INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES J INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. 2 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, CONFLICT OR ARE UNCLEAR, ADVISE THE G.C. IN WRITING PRIOR TO SUBMITTAL CONNECTIONS FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS OF BID. OTHERWISE, THE C.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF 4 ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL K SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, WHICHEVER IS MORE COMPENSATION PERMITTED. DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, IN LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR STRINGENT. 2 THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. APPROXIMATE AND SCHEMATIC IN NATURE. THE G.C. SHALL HAVE THE RIGHT TO / 3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT L INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC LIGHTING 5 JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN ADDITIONAL COST. CONTROL PANEL. ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL IDENTIFICATION AND SYSTEM TYPE ON COVER. . THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, J. PHASING REQUIREMENTS E. WIRING BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART 1 FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR IS TO INCLUDE IN HIS 2 WORK NOT INCLUDED. THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION 1 CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG OF CONTRACT. BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE ARE NOT INCLUDED IN THIS CONTRACT: SIZE AND TYPE AS SHOWN ON DRAWINGS. THE CONDUCTORS SHALL BE 600 VOLT OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR INSULATION, TYPE THW, THWN OR THHN. 4 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES A 24 VOLT TEMPERATURE CONTROL WIRING UNLESS NOTED OTHERWISE. OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR MUST SCHEDULE WITH THE G.C.'S CONSTRUCTION MANAGER AND LANDLORD (IN 2 MINIMUM WIRE SIZE — 20 AMP BRANCH CIRCUITS SHALL BE #12 AWG FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE POS, CASH REGISTERS, B TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON DRAWINGS OR REQUIRED BY NEC. REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE THE G.C. AT TIME OF BID OTHERWISE. IF ANY CONFLICTS EXIST. C DATA LINES WIRING UNLESS NOTED OTHERWISE. 3 ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE 5 ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE K. DEMOLITION 3 BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, REDUCED TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICE IN JUNCTION FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS STRUCTURAL, FIRE PROTECTION, MECHANICAL AND PLUMBING PLANS, SHOP BOXES ON RATED TERMINAL STRIPS. RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE 4 CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C. VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH # 6 THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. SIZE #12 SHALL BE SOLID (NOT STRANDED). PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE 5 ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE PRIOR APPROVAL BY THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD. B. CONDUIT PATCHING IS TO MATCH SURROUNDING SURFACES. 2 THIS CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE REMOVAL REQUIRED BY LANDLORD. CONDUCTOR CONNECTION MUST BE PER MANUFACTURER'S OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCHGEAR, PITCH POCKETS 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL REQUIREMENTS. CONTRACTOR MUST ADVISE THE G.C.'S CONSTRUCTION MANAGER 7 THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AND EQUIPMENT ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, WHEN USED. PROFESSIONAL STAMP: AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, AND SWITCHGEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE REMOVED AND THE ELECTRICAL EQUIPMENT. 6 ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (IE �,�D PRo , ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE ( � `S��'f C. TEMPORARY LIGHT AND POWER LOW VOLTAGE PLENUM RATED WIRE). ` ryG i-E �, f Z SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND 2 ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED `, U° ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT 7 THE USE OF SHARED NEUTRALS IS REQUIRED FOR LIGHTING CIRCUITS AND SHALL 821'E `f 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER RELATED GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL i , / , Art AND IS RESPONSIBLE FOR IT'S REMOVAL. OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL CODES. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR SHALL HAVE A I �` FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF ELLS WHERE PERMITTED BY LANDLORD OR CODE. DEDICATED FULL SIZE NEUTRAL. . +4:GON 2 THE G.C. SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO 1/2" .I "vo f �2 ON �4/ INCLUDE COST IN BID. POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO 3 MINIMUM SIZE OF CONDUIT SHALL BE 1/2 (IF ACCEPTABLE BY THE LANDLORD AND 8 THE USE OF ROMEX, BX, ETC IS NOT PERMITTED. ��'LAS Rips BID AND INCLUDE COSTS IN BID AS DIRECTED BY THE G.C.. LOCAL CODE OFFICIALS) AND 3/4" FOR ALL IN/UNDER FLOOR CONDUIT. 9 WIRE CONNECTORS SHALL "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER EXI?! ''/D D. CODES L. SLEEVES 4 SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE AND SHALL BE T & B "LOCKTIGHT" FOR #6 AWG AND LARGER. WITH THE NEC AND LOCAL CODES. "/P-0.6/ 1 ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER AND 1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES 10 ALL WIRING TO BE COLOR—CODED AS FOLLOWS: CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE 5 GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, 120/208 VOLT SYSTEM 277/480 VOLT SYSTEM ARCHITECT INFO: LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED NEUTRAL: WHITE GRAY ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES, AND ALL SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 4" ABOVE THE FLOOR. ON PLAN AND AS APPROVED BY THE G.C.'S CONSTRUCTION MANAGER. PAINTING OF PHASE A OR L1: BLACK BROWN Greenberg arrow OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY THE G.C.. PHASE B OR L2: RED ORANGE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE PHASE C OR L3: BLUE YELLOW 1430 West Peachtree Street, N.W. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED 6 FLEXIBLE METAL CONDUIT OR MC TYPE CABLE GROUND: GREEN GREEN Suite 200 AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. ISOLATED GROUND: GREEN W/ YELLOW TRACER GREEN WITH YELLOW TRACER Atlanta, GA 30309 AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO A FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE FOLLOWING APPLICATIONS ONLY: t: 404 601 4000 f:404 601 3980 THE CONTRACTOR. F. WIRING DEVICES STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN 1 FINAL CONNECTIONS TO MOTORS MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES ISSUE TYPE: E. LICENSES, PERMITS, INSPECTIONS & FEES VERTICAL CONDUIT, SLEEVES SHALL BE NO 22 U.S.G GALVANIZED STEEL MINIMUM. 2 FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR LL/PERMIT/BID 01/20/2009 3 FINAL CONNECTIONS TO VIBRATING EQUIPMENT OF DEVICES AND PLATES SHALL BE AS NOTED ON DRAWINGS THE DEVICES SHALL BE SET 1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, M. HANGERS 4 INTER—CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE OF THE TYPES AND RATINGS LISTED BY ARROW—HART, GENERAL ELECTRIC OR PASS INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE & SEYMOUR WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON SCALE: NO SCALE 1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, EMT OR IMC. DRAWINGS OR AS REQUIRED BY CODE. DRAWN BY: AB 2 FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF UNISTRUT, C—CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., 5 FINAL CONNECTIONS WHERE EMT OR IMC CONDUIT IS NOT PRACTICAL INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. NECESSARY FOR THE INSTALLATION OF WORK. 6 IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES SINGLE POLE SWITCHES: 20AMP — 120-277V: HUBBELL "HBL-1221" A&E JOB NO.: 20080538 F. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS AND HVAC CONTROL EQUIPMENT) THREE WAY SWITCHES: 20AMP — 120-277V: HUBBELL "HBL-1223" 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT DUPLEX RECEPTACLES: 2OAMP — 125V: HUBBELL "5362" ISOLATED GROUND SHEET TITLE: 1 WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE B FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE FLEXIBLE RECEPTACLES: 2OAMP — 125V: HUBBELL "IG5362" GROUND FAULT CIRCUIT ELECTRICAL SPECIFICATIONS SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUIT, THE BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PRE—QUALIFIED, LISTED IN THIS METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR GROUNDING. A INTERRUPTING RECEPTACLES: 20AMP — 125V: HUBBELL "GF5352" CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR GAP INC. OF AT LEAST $500 LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, TO BE OF A NEMA APPROVED TYPE. PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY MANUFACTURERS CONSIDERED AS AN JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS 2 ALL DEVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "TP" BY EAGLE , EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE REVIEWED. ALL AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT ELECTRIC MFG.CO. EXCEPT FOR THE FOLLOWING BRANDS. SUBSTITUTIONS ARE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWINGS TO LANDLORD CRITERIA. C THE USE OF ROMEX, BX, ETC IS NOT PERMITTED. PROCESS, BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. GAP INC. A. OLD NAVY: HUBBEL S SERIES OR PASS AND SEYMOUR SL SERIES, SHEET NUMBER: RESERVES THE RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY D CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E STAINLESS STEEL (AS INDICATED ON DRAWINGS) UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT END OF SECTION 16000 LIQUIDTIGHT OR SEALTIGHT. THE CONTRACTOR'S EXPENSE. E 5 ., 0 G. HEATING, VENTILATING & AIR CONDITIONING, PLUMBING, AND FIRE PROTECTION POWERSTRUT SPECIFICATION FULL GUT REMODEL WIRING 3 ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED I HIN 7 PERCENT MAX PART 3 — EXECUTION TO MIN. REARRANGE NON—LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE PART 1 — GENERAL 1 ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL AND TEMPERATURE CONTROL CHANGES ON RECORD DRAWINGS. LIGHTING PANEL CIRCUIT BREAKERS MUST BE 3.01 EXAMINATION DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS BID. INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. 1.01 SCOPE OF WORK A. THE INSTALLER SHALL INSPECT THE WORK PRIOR TO INSTALLATION. IF WORK 2 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER WIRING, LINE 4 PANELBOARDS MUST BE MOUNTED ON MINIMUM 3/4" A/D PLYWOOD AND PAINTED IN A A. PROVIDE ALL POWERSTRUT METAL FRAMING MATERIAL, FITTING AND SPECIFIED, AREA CONDITIONS ARE UNSATISFACTORY, INSTALLATION SHALL NOT PROCEED VOLTAGE WIRING, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER THE COLOR TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL RELATED ACCESSORIES (STRUT SYSTEM) AS INDICATED ON THE CONTRACT UNTIL SATISFACTORY CORRECTIONS ARE COMPLETED. \\\\ \ HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION CODE. PLYWOOD SHALL EXTEND 1 FOOT MINIMUM BEYOND EDGE OF EQUIPMENT. DRAWINGS. :\\\\N\ SPECIFICATIONS AND DRAWINGS. THIS CONTRACTOR SHALL ALSO FURNISH AND INSTALL ALL INTERCONNECTING LINE VOLTAGE WIRING BETWEEN RELAYS AND 5 PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG B. PROVIDE ALL LABOR, SUPERVISION, ENGINEERING AND FABRICATION REQUIRED FOR SWITCHES AS REQUIRED. CONNECTIONS AS FOLLOWS: INSTALLATION OF THE STRUT SYSTEM IN ACCORDANCE WITH THE CONTRACT 3.02 INSTALLATION 120/208 VOLT PANELBOARDS: 10,000 A.I.0 DRAWINGS AND AS SPECIFIED HEREIN. k 3 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING 277/480 VOLT PANELBOARDS: 14,000 A.I.C. A. INSTALLATION SHALL BE ACCOMPLISHED BY A FULLY TRAINED MANUFACTURER— ` CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE TO BE IN CONDUIT. C. RELATED WORK SPECIFIED ELSEWHERE. AUTHORIZED INSTALLER. REFER TO PLANS FOR REQUIREMENTS AND SIZE. VERIFY ACTUAL A.I.0 SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD \ ` OR UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT. 1.02 QUALITY ASSURANCE B. SET STRUT SYSTEM COMPONENTS INTO FINAL POSITION TRUE TO LINE, LEVEL \\.\\\\\‘‘, \ H. SAFETY AND DISCONNECT SWITCHES AND PLUMB, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. 1 SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK—MAKE, ALL LUG CONNECTIONS TO BE 75 DEG C RATED. A. 1. THCE MANUFACTURER QUALIFICATIONS ALL NOT HAVE HAD LESS THAN 10 YEARS C. ANCHOR MATERIAL FIRMLY IN PLACE. TIGHTEN ALL CONNECTIONS TO GAP INC. QUICK—BREAK FUSED OR NON—FUSIBLE WITH RATINGS AND SIZES AS NOTED ON 6 MANUFACTURER SHALL BE GENERAL ELECTRIC. EXPERIENCE IN MANUFACTURING STRUT SYSTEMS. THEIR RECOMMENDED TORQUES. CORPORATE ARCHITECTURE PLANS AND REQUIRED BY CODES. LUG CONNECTIONS TO BE 75*C RATED. 850 CHERRY AVENUE 2. THE MANUFACTURE MUST CERTIFY IN WRITING ALL COMPONENTS SUPPLIED 3.03 CLEANUP SAN BRUNO, CA 94066 2 SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY M. LIGHTING FIXTURES AND LAMPS HAVE BEEN PRODUCED IN ACCORDANCE WITH AN ESTABLISHED QUALITY LOCAL CODES. DISCONNECT SWITCHES THAT ARE INSTALLED AT HEATING, ASSURANCE PROGRAM. A. UPON COMPLETION OF THIS SECTION OF WORK, REMOVE ALL PROTECTIVE STORE NO.: VENTILATING AND AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE FUSED IF NOT 1 THIS CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN WRAPS AND DEBRIS. REPAIR ANY DAMAGE DUE TO INSTALLATION OF THIS 2805 PROTECTED WITH A "HACR" BREAKER IN ACCORDANCE WITH THE EQUIPMENT'S ON THE DRAWINGS. LIGHTING FIXTURES AND LAMPS ARE SUPPLIED BY THE OWNER, B. INSTALLER'S QUALIFICATIONS SECTION OF WORK. NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PER THE NATIONAL ELECTRICAL UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON—WORKING LAMPS STORE NAME: WASHINGTON SQUARE CODE, STATE AND LOCAL CODES. PRIOR TO MERCHANDISE DATE AND IS TO INCLUDE COST IN BID. 1. INSTALLER MUST BE POWERSTRUT/UNISTRUT/B—LINE/SUPERSTRUT/ 3.04 PROTECTION VERSABAR REPRESENTATIVE INSTALLER WITH NOT LESS THAN 5 YEARS STORE LOCATION: 3 AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL 2 ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH EXPERIENCE IN THE INSTALLATION OF STRUT SYSTEMS. A. DURING INSTALLATION, IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER INDICATING THE EQUIPMENT IS UL RATED FOR APPLICATION IN ACCORDANCE WITH APPLICABLE THERMAL PROTECTION. TO PROTECT THIS WORK FROM DAMAGE. GAP/GAP BODY, SUITE F06 ALL CODES. 3 WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH 2. ALL STRUT SYSTEM COMPONENTS MUST BE SUPPLIED BY A SINGLE B. UPON COMPLETIONS OF THIS SCOPE OF WORK, IT SHALL BECOME THE LA 9677 SW WASHINGTON SQUARE RD. HIGH POWER FACTOR RAPID START BALLASTS, U.L LISTED, C.B.M CERTIFIED, AND MANUFACTURER. RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT THIS WORK FROM TIGARD, OR 4 GENERAL ELECTRIC CR101/CR1062 MANUAL MOTOR STARTERS, LESS OVERLOAD E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH "THE ENERGY DAMAGE DURING THE REMAINDER OF CONSTRUCTION ON THE PROJECT UNTIL PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE POLICY ACT OF 1992" AND ITS AMENDMENTS AS A MINIMUM. C. STANDARDS SUBSTANTIAL COMPLETION. 97223-4452 INDICATED ON DRAWINGS FOR FRACTIONAL HORSEPOWER MOTORS ABOVE 1-1/2 HP AT 120 VOLTS AND 2 HP AT 240 VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL. 4 THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER 1. WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: FIRE ALARM PANEL SPECIFICATION GAP PROJ. I.D.: 0000044154 MOTORS THAT ARE BELOW THE 1-1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO a. FEDERAL CODES, INCLUDING, BUT NOT LIMITED TO NATIONAL ELECTRICAL WATER HEATER AND ROLLING GRILLE ARE TO BE PROVIDED WITH HUBBELL "HBL— THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY— CODE, NFPA 70, ARTICLE 352, SURFACE METAL RACEWAYS AND SURFACE PART 1 — GENERAL PROTOTYPE V9 DATE: 1221, OR 1222" AC SWITCH. IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL NONMETALLIC RACEWAYS ' 1. FIRE PANEL AND COMMUNICATOR PURCHASED MUST BE NON—PROPRIETARY 08/11 /08 5 MANUFACTURER SHALL BE GENERAL ELECTRIC. CODE OFFICIALS. FIXTURES TO FIT TIGHT AGAINST CEILING CONSTRUCTION TO b. STATE CODES ELIMINATE LIGHT LEAKS. c. LOCAL CODES a. ACCEPTABLE MODELS: OPENING Q1 /Q2 2009 I. MOTOR STARTERS 5 FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED d. AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE i. SILENT KNIGHT 5204 OR 5207 (NOT ALLOWED IN NEW YORK CITY) DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS 1996 EDITION ii FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE e. AMERICAN SOCIETY FOR TESTING AND MATERIALS ii. ADEMCO 100 CLOSELY MATCH MOTOR NAMEPLATE RATING AND SHALL BE ELECTRICALLY HELD f• UNDERWRITER'S LABORATORIES (UL) CLASSIFICATION 5B (MINIMUM SIZE #1 IN A NEMA 1 ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE 6 THIS CONTRACTOR SHALL FURNISH AND INSTALL SPLAY WIRING (GUY WIRING) AND 2. PANEL MUST BE SEPARATE FROM BURGLAR PANEL. AND THREE PHASE MOTORS RATED ABOVE 1/2 HP THAT REQUIRE AUXILIARY SEISMIC BRACING FOR ALL FIXTURES AND EQUIPMENT AS REQUIRED BY STATE AND 1.03 SUBMITTALS CONTROL, PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, H—O— LOCAL CODES. A. STRUCTURAL CALCULATIONS AND SHOP DRAWINGS A, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH MECHANICAL CONTRACTOR. COMBINATION STARTER/DISCONNECT 7 WALL—MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES SWITCHES SHALL CONTAIN FUSIBLE SWITCHES AND ONLY USED WHERE INDICATED ON AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. 1. SUBMIT STRUCTURAL CALCULATIONS FOR APPROVAL BY THE PROJECT DRAWINGS. LUG CONNECTIONS TO BE 75*C RATED. ENGINEER. CALCULATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: 8 SURFACE AND STEM MOUNTED FIXTURES TO BE HUNG FROM BOXES SECURELY FIXED a. DESCRIPTION OF DESIGN CRITERIA. TO THE STRUCTURE. USE CANOPY TO COVER MOUNTING HARDWARE. b. STRESS AND DEFLECTION ANALYSIS. 2 MANUFACTURER SHALL BE GENERAL ELECTRIC. c. SELECTION OF POWERSTRUT FRAMING MEMBERS, FITTING AND J. GROUNDING N. LIGHTING CONTROLS ACCESSORIES. d. SEISMIC BRACING. 1 FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG 2. SUBMIT ALL SHOP/ASSEMBLY DRAWINGS NECESSARY TO COMPLETELY MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED INSTALL THE STRUT SYSTEM IN COMPLIANCE WITH THE CONTRACT EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE DRAWINGS. LANDLORD'S TENANT CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. 3. SUBMIT ALL PERTINENT MANUFACTURER'S PUBLISHED DATA. 2 ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING GROUNDING CONDUCTOR. 0. TELEPHONE DATA AND COMPUTER WIRING A. ALL MATERIAL IS TO BE DELIVERED TO THE WORK SITE IN ORIGINAL FACTORY . 3 GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE PACKAGING TO AVOID DAMAGE TO THE FINISH. COORDINATED WITH THE PLUMBING CONTRACTOR AND A BONDING JUMPERS INSTALLED 1 FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. B. UPON DELIVERY TO THE WORK SITE, ALL COMPONENTS SHALL BE WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, PROTECTED FROM THE ELEMENTS BY A SHELTER OR OTHER COVERING. 4 ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL—TO— AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. 1.05 GUARANTEE METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE A. SEPARATE GUARANTEES SHALL BE ISSUED FROM THE ERECTOR AND BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED 2 OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER MANUFACTURER, VALID FOR A PERIOD OF 1 CALENDAR YEAR, AGAINST ANY TO THE CONDUIT SYSTEM. AND TELEPHONE PLATE. DEFECTS THAT MAY ARISE FROM THE INSTALLATION OR MANUFACTURE OF THE STRUT SYSTEM COMPONENTS. PROFESSIONAL STAMP: 5 RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH 3 CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND , `°- CONDUIT FEEDING THE CASH WRAP, THE SENSORMATIC, HVAC CONTROL PANEL, AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES PART 2 — PRODUCTS rtY }'- - {` `'`, EXCEPT AS NOTED OTHERWISE ON DRAWINGS. d, '' OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. ,',- �',1 ) 2.01 ACCEPTABLE MANUFACTURERS �, , �,�.� 6 FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE 4 ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. 8 _�,;.;._� °- `� ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE A. POWERSTRUT, B—LINE, VERSABAR OR UNISTRUT. - 10 /'` > 7 COPPER WITH GREEN IDENTIFICATION AND SIZED PER N.E.C. 5 NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. 2.02 MATERIALS t-' , ,, b -‘/ 7 ALL ENCLOSURES AND NON—CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED � fl� 72,'�3 ��,, CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT A. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL GI AS , THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES WHERE ENCLOSURES P. TESTS AND ADJUSTMENTS CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, AND NON—CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT A 36 OR A 635. EXP 1 c SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS 1 ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES SHALL BE PENN—UNION"� " "GPL TYPE. COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF B. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE 3/iS °q SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, A 36 OR A 635. INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY THE G.C.'S CONSTRUCTION ARCHITECT INFO: K. DRY TYPE TRANSFORMERS MANAGER. C. CHANNEL MEMBERS AND FITTINGS ARE BASED ON "POWERSTRUT". FOR OTHER 1 TRANSFORMERS WHICH ARE NOT PAD MOUNTED SHALL BE SECURELY MOUNTED FROM 2 UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION MANUFACTURERS, USE PARTS THAT ARE EQUIVALENT TO THOSE LISTED. GreenbergFarrow THE BUILDING STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. PART NO. / DESCRIPTION / FINISH ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION 1430 West Peachtree Street, N.W. NOISES. USE FLEXIBLE METALLIC CONDUIT WITH GROUNDING BUSHING FOR 3 ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER PS 200 KO6 / KNOCKOUT RACEWAY / ELECTRO—GALVANIZED (EG) Suite 200 PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER. TRANSFORMERS SHALL BE CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. PS 655 / RACEWAY END CAP / EG Atlanta, GA 30309 LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP NOISE PS 707 / RACEWAY CLOSURE STRIP / PAINTED GREEN (P) t:404 601 4000 f:404 601 3980 LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE 4 TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. PS 2560 / 1/2" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE REQUIRED CLEARANCES. LUG CONNECTIONS TO BE 75'C RATED. PS 2561 / 3/4" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE ISSUE TYPE: 5 THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP— DOWN PS 2632 / SWING GATE CHANNEL HANGER / EG LL/PERMIT/BID 01/20/2009 2 TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2-1/2% TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS PS 2639 / DUPLEX OUTLET BOX STANDARD / NO FINISH CHOICE SET TAPS, TWO (2) TAPS ABOVE AND FOUR (4) TAPS BELOW NORMAL PRIMARY RATING. MAXIMUM BY ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS PS 2800 / INSIDE STRUT JOINER / CAST ALUMINUM HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. PROVIDE FINAL BALANCE PS 2801 / "T" INSIDE STRUT JOINER / CAST ALUMINUM SCALE: NO SCALE 3 MANUFACTURER SHALL BE GENERAL ELECTRIC. REPORT TO THE G.C. CONSTRUCTION MANAGER AT TIME OF PUNCH—OUT. PS 2802 / "ELBOW" INSIDE STRUT JOINER / CAST ALUMINUM PS 2803 / "CROSS" INSIDE STRUT JOINER / CAST ALUMINUM DRAWN BY: AB L. PANELBOARDS A&E JOB NO.: 20080538 Q. CLEANING 2.03 FINISHES 1 ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER 1 AT THE END OF THE PROJECT THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT SHEET TITLE: TYPE WITH SOLID COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND A. STRUT SYSTEM COMPONENTS SHALL BE FINISHED IN ACCORDANCE WITH ONE INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF THE G.C. ALL DUST BUSSING, AND OVERALL HINGED/LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. OF THE FOLLOWING STANDARDS OR WHERE MENTIONED ABOVE IN 2.02.D: ELECTRICAL SPECIFICATIONS OF THE QUICK—MAKE AND QUICK—BREAK DESIGN, THERMAL—MAGNETIC TYPE, TRIP FREE AND TRIP—INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR END OF SECTION 16050 1. ELECTRO—GALVANIZED ELECTROLYTIC ALLY ZINC COATED PER ASTM B 633 SURFACE MOUNTED AS SHOWN. ALL LIGHTING BRANCH CIRCUIT BREAKERS SHALL BE TYPE III SC 1 SWITCHING DUTY RATED AND LABELED "SWEDE". 2 CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. SHEET NUMBER: E5 ...... 1 FULL GUT REMODEL . • ./...••••••••,...„ • EE DD : :•::.,:::-....,..•:....................... CC :: BB AA; Z Y :• Y2 ; Y4 - 45cd .\\\N �.: .. . . . .....: ''. ..\\\\\V. . 4 cd 4 cd 4 cd GAP INC. •'. . .. ...... . :................... :_...::::::::::::::.....:::: ::::...... CORPORATE ARCHITECTURE •:<< �- 850 CHERRY AVENUE• ac.� ' : >; 45cd SAN BRUNO, CA 94066 . • ••:::.:.::„:: :::.:. •••x5cd ::::;: : ::.:;15cd::.: :: STORE NO.: ..: :.„•.: : : ..:::..........:.::::... 2805 5 • '... STORE NAME WASHINGTON SQUARE ® •' U :.: 45cd :..................:...:......... ...:....................................:• B29 GAP GAP BODY, SUITE F06 4: c: a . • ::„:.•:.::.-,.....:.::::. :. :.... WASHINGTON SQUARE TIGARD, OR RD. :;::: 101 .:..:. t„;;'::: 400 :: © 97223-4452 •.:__..-..._. 45 col 45 col 45 d • c c c ”' '' GAP PROD. I.D.: 0000044154 FIRE ALARM CODED NOTES• • :.:.< •:::•:::.::::.::--,. ::: : PROTOTYPE V9 DATE: : <:>:......:-�;»:.::;<::>: . :.......:: :: .: y::::::::: �rur� (ioo) DUCT MOUNTED SMOKE DETECTOR. WIRE THE 08/11 /08 i i THERMOSTAT FAN WIRE THROUGH THE NORMALLY :. :V1/; CLOSED CONTACT ON THE SMOKE DETECTOR TO SHUT OPENING N G Q Q 2009 , , ,•••••••••;_i:L.j ::u kv 1 2 . .:100 SMOKE., . . . ,....,,,,.•:::•.:..: •::::•..:::::::•, .:.:. •L_ �;::. ::: DETECTOR MUST BE I INSTALLED INSAN ACCESSIBLE . : : LOCATION. INSTALL REMOTE• . ....... . .,I:O fl.. :: E OTE TEST RESET STATION AS :> • , G.C. SMOKE DETECTOR TO LOCATION B WIRED TTO ACTIVATE FIRE ::VA:V . VAV ;:::..::.::. ALARM ALAR SYSTEM UPON SENSING SMOKE.Wil . • :100 = CEILING MOUNTED PHOTOELECTRIC TYPE 101 EL E SMOK • E DETECTOR • ABOVE FIRE ALARM CONTROL PANEL. B7 1 2 : © CONNECT NEW FIRE ALARM CONTROL PANEL TO ® ® ..... . . 400 45cd 45cd 45cd LANDLORD'S FIRE ALARM SYSTEM. PULL NEW WIRING 100 • . LANDLORD'S F •-- �� - � FROM LAN D L FIRE ALARM SYSTEM �d < <: TO STORE SPACE• •... Pte]► C,J icd~:::::............. • •11.5::: • FIRE ALARM SYSTEM SHOWN ON ENGINEERED • ELECTRICAL DRAWINGS ARE FOR SCHEMATIC AND BIDDING PURPOSES ONLY. FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FIRE DRAWINGS, N EQUIPMENT CUT SHEETS, ETC... PER LOCAL CODE AND (T (/; ?\ FIRE ALARM FLOOR PLAN N F P AND OWNER'S INSURANCE COMPANY FOR APPROVAL A1-0 1/8" = 1'-0" PRIOR TO ORDERING EQUIPMENT. ELECTRICAL ENGINEER WILL NOT ENGINEER FIRE ALARM SYSTEM, NOR PROVIDE APPROVAL FOR, EQUIPMENT CUT SHEETS, ETC. INCLUDE IN BID ALL COSTS FOR PERMITS AND FEES. ALL PANELS AND PERIPHERAL DEVICES SHALL BE STANDARD PRODUCT OF SINGLE MANUFACTURER AND SHALL DISPLAY THE MANUFACTURER'S NAME ON EACH COMPONENT. ACCEPTALE MODELS (UNLESS LANDLORD . REQUIRES DIFFERENT): SILENT KNIGHT 5204 OR 5207, PROFESSIONAL STAMP: ADEMCO 100, FIRELITE 9200 SERIES. PROVIDE COVER PLATES FOR FIRE ALARM PULL STATIONS IF PERMITTED BY LOCAL CODE. NOTE: PROVIDE COVER PLATES FOR FIRE ALARM PULL STATIONS. ARCHITECT INFO: GreenbergFarrow --__ 1430 West Peachtree Street, N.W. \ Suite 200 Atlanta, GA 30309 t:404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: 1/8k = 1'-0" DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: FIRE ALARM PLAN SHEET NUMBER: FA I _I_ 0 • l FULL GUT REMODEL . , ...:.,. ....'':::::::.,.......... .•. .% .... ..... :,....•,..........,..:•:„.-... .".• .... ..... .. .... ....• ....... . . . •• •. . .. . . . . EE DD CC :.......................................: >.:. BB,> AA Z [ Y Y2 Y4 : ,... N....\\\:1 . . „..„ , •.:,.... ::,:. :: ::: :::: ,: :::": :: :-.....--•••••-•-••••-•-•----::--------------...-:-:•-•-•-•-•-•-•'-'-''''-''-•:•:•-•-•-•-•-•-•-•-•-••••••••-•••:..-• •••• % --,.----------------:::: --------------•:::.----- .- ....''-''-'--------":::-: ,- :: „.,::,,,,,...\\.\\.\\..\\.\\.\\,\„.\\\ ,,,... , . : •:::: :: ."••••••„: . :......: :.:,..„. : q::::::i i \ \\I . . ........ pA \ .: \, N• D RC <: '.... 3 6 36 INC. :� GAP • CAMERA, FRONT DOOR 850 CHERRY AVENUE :.........:.:;:: :..:.::............::.:::;.:»::;:>::>:.>:>::::...:::.::>:::.:::;: ; ':.......::.:.:. AND SALES CORPORATE ARCHITECTURE S LE AREA ::; SAN BRUNO, CA 94066 • STORE NO.: .: .: .:.. :::r....::.,::::::::,:-.::: .... . .. . „ ... .. :: .: 2805 . . :: .:. . .. .. . . . • . . . . : „. ..:,::: ., . .... .: .: .......... ,,::::::,::,:i:::::.,...:.:,,, ...... , ::. . :: .. .: :: .:. • • . .:. :. :;:.:::.::.:: :.:::::::::::::::::::;::::::::>:::::>:.::::::.::.:::.::::.:>:: STORE NAME . . . .:. ,. . . • WASHINGTON SQUARE .:.::::::::::: • ....................................... STORE LOCATION: ........... ....... 13 OD Y, SU RC .• • GAP/GAP BITE F06 :' :...::.:.:.....: • ARD, OR 97223-4452 :: GAP P :: :: :::::;:::::::::::::>:;:=::: .::::::::::: . ROJ. I.D.: 0000044154 PROTOTYPE V9 DATE: :::: ...:_ 0 8 11 /08 A OPENING Q1 /Q2 2009 • SECURITY EQUIPMENT 36 :: a :: :. :. REVISED - 01 /22/2009• /6\ ::::::»;::: .................................... CAMERA,::.FRONT DOOR.::.: AND SALES AREA FRONT ENTRANCE 03 - 1 REVISED 03/04/2009 .. ..:•:'. .1.1 1: :. . KP 1 ci:::,.....„:. , .. ............... --,:n ..:,..0:: .....„.:::: : : ::.......:::.,:.:...::_:...,:....,:,:,:..:.,:_..,:...::.:::::.::::::::.._.:..:._.. :......:..::.::::::..:..:.:.::...:::.:..:..::.:....:....:....:..:...:.....:....:.......:.:::...:.....:... : :;...::..:::.....::.....::..:.::.::::.....:..:...::....:.:::.:..:...:....:.:...:.:,:..:.:.:.::.....:...........:..::.::.:.:::.:::::::::.::::::::::::.:::., ::11.5.:: N IED100 SECURITY ALARM PLAN DT1-0 118" = 1'-0" ADT LEGEND ADT NOTES: PROFESSIONAL STAMP: DEVICES ARE SHOWN FOR REFERENCE ONLY. DEVICES ARE INSTALLED 4 LONG RANGE PIR AND WIRED BY ADT. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT < 35' PIR W PR FROM ADT PANEL. SEE TELECOM BOARD DETAIL. Rc C 0<(,\ "'di'`'sib, O RECESSED CONTACT ." 820522E r sc SURFACE CONTACT / it%/ DHCI OVERHEAD CONTACT # ` d. CBI GLASS BREAK c.»'. 'EGON I KP I KEYPAD Oo, ®. 12,2' �,�' I BACP I BURGLAR ALARM CONTROL PANEL °G' AS R,O'� I x I SOUNDER EXP / 1/4 ® 360 M0110N DETECTOR WIRELESS DOOR CONTACT /4...--S D ARCHITECT INFO: GreenbergFarrow 1430 West Peachtree Street, N.W. N. Suite 200 ,' Atlanta, GA 30309 t: 404 601 4000 f:404 601 3980 ISSUE TYPE: LL/PERMIT/BID 01/20/2009 SET SCALE: 1/8" = 1'—O" DRAWN BY: AB A&E JOB NO.: 20080538 SHEET TITLE: SECURITY ALARM PLAN SHEET NUMBER: ADT1 ,.... 0