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BU P2009-00202 PAC SUN 9483 SW WASHINGTON SQUARE RD Mr M•Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 .,., it , Project: *SIM -AklitiVOAIJob No. 0/X:.: Sht r:' 1 of ( Client: Date: la-.M -07 By: 716? M•Engineering, Inc. Emphasis on Excellence i ..., -m"— 0*---C,/,-' S'uS19(:70•Cl.b c... r//././,16- .F 7.,--'5, /,1 4,J4 RECEIVED DEC i 0 2009 4,e,„ „..o.:—.•::- 5.--prer 4 t,„. , /0 /0 vf CITY OF TIGARD BUILDING DIVISION / ,. 7 ,./ , ' s e. 5 () /• ' ' — ' <)/ ' n, / .., • 0, 9 ) c 1, c ..:. 5'1,s `..::- '. 0 1.--,, , .,., 0. /7, -4- 0 7 --f 2.- — 0 /7 49 1 )( tr‘i i ) ( 1-4 2. 12/ ') „. -, --7 0. 42,... / .._. /5,--, ----- c ( 0.1_ 1) .---,-. C--- c 1 ( \ x.,) .. . 0 3 ('D ) ' I‘‘..\ f r: ::. /,- I •2.0 ,.( '/,)' ' r y, . • , , ,,,,„,,,,,------0,, LIP-7 ' . -- ---1/— .,,, (:: 'i .? 1 )-k., (OM o 12-( cc.oyro e)-1 f)D 7A7 )2.'o. ('-• l''C li /A Wi 'f. ..,.• ....„,_, ---' ,.-,..- cn.e.o PRop (;. ( p /,.//,e.e 0 .,, /4,'''"--- St /, 11. .: ('',' ;''' 7 .::,-•, t,',: f,'() A f 1 7 0 .c , • 1:4\4;.:,‘'h„ _ ,,-...) ''' I <,■ ,„ ".-,"...1.,i,.:1.:`,),'.--;,/,,,,, ,,/ CF:57,P—ir-5,1::Ts:- 641 3/4-1tbk •Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 • Chicago,IL 60610 Fax: 312-494-1037 Project: elc ) N b\11<‘.,;‘4 4W:0-glob No. (Y1„>/c4; Sht of Client: Date: 17-- (:)cl By: /I\ M•Engineering, Inc. Emphasis on Excellence C 1*70 1 41.\-/ VEE p C, L A f r 1;/-o R:: (A) ;A I „,(-) ( 2,— /2. ') /5(.(,) /k) ( (4' ,/“ ( (:: 2 r ELAtt SE- 6,4 .06‘(:- //$6 / 6 Qk ,5=1-(7)/1, 1) r , / 7?) h T ( 4 , ) -2v: ) ) (7, / / 0 1 4:3 / I: (11 I 5- ) x 8 /4 Y / •76- /4 1 6:44: (-6" Pet-( (01A) c.77- 2_,•0 f kf1/114: S 0 '(- 20 - A 7s e, C 57?(/- r www.clarkwestem.com GIW 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION: 362S162-43(2)Back-to-Back INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length =20 ft Load has not been modified for load type or duration Member Configuration: (2) BACK-TO-BACK MEMBERS TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC BRACING KL/r LOADING NONE 296 883 MID Pt 166 2800 THIRD Pt 166 2800 Note: For(2) Back-to-Back Members, Individual Members Must be Adequately Interconnected www.clarkwestern.com CTIW 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION:600S162-54 Single INPUT PROPERTIES: Web Height= 6.000 in Steel Thickness= 0.0566 in Top Flange= 1.625 in Inside Corner Radius= 0.0849 in Bottom Flange= 1.625 in Yield Stress, Fy= 50.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 55.3 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in ALLOWABLE UNIFORM LOADS INPUT PARAMETERS Deflection Limit: L/360 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling=3.5 in Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS(lb/ft) SPAN LENGTH(ft) 6.00 8.00 10.00 Without Web Stiffeners 303.1 118.1 50.2 With Web Stiffeners 348.8 118.1 50.2 VV M•Engineering,Inc. 10 W Hubbard St,,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 k 0 °' Project: ACJOrt MO/A16-"7.0tk4lob No. 0914. 4Shtg3 of Client: Date: 12:-Oe---09 By: A4" M•Engineering, Inc. Emphasis on Excellence Pe51-4>\,1 Pt% 71.771,"1 4/144,4 fi,x7:4c/9Vc -8/e4C6 ?-197- 48 If ST-A6r6E5A' '''---ZA Le:tr\ki-7-11 NrEv /5/) 9,1 /17157R71-1-- .4esiiN?) 4071 b /1• ():1/4)(4.'f) -7 r".5 (.1•(' -771,1e I> -7 ,S3 r 1,• ,c,",;;) (7) ) '1' rID //4 ;3/714, cc 4/09 / 11-1 I fjPiq-cri/iD "3672.s SePc›-.43 e3,1-cqe-, 4'7-4) 2 7-fi 71-.0 Ic ft- 7 --rbf c7-F /1/74 9/A-6-().6/4 e fey, re., /Art 0 • ? • 6 ,r, €70 37 s e/ri,J vvww.clarkwestem.com Ci/V. 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION: 362S200-43(2)Back-to-Back INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 2.000 in Inside Corner Radius= 0.0712 in Bottom Flange= 2.000 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.625 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length=24 ft Load has not been modified for load type or duration Member Configuration: (2) BACK-TO-BACK MEMBERS TOTAL ALLOWABLE AXIAL LOADS(lb) WEAK AXIS MAXIMUM CONCENTRIC BRACING KUr LOADING NONE 273 1210 MID Pt 195 2356 THIRD Pt 195 2356 Note: For(2) Back-to-Back Members, Individual Members Must be Adequately Interconnected www.clarkwestern.com CiAT 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION: 3625162-68 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0713 in Top Flange= 1.625 in Inside Corner Radius= 0.1070 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in ALLOWABLE UNIFORM LOADS INPUT PARAMETERS, Deflection Limit: L/360 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling= 3.5 in Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS(lb/ft SPAN LENGTH(ft) 6.00 8.00 10.00 Without Web Stiffeners 180.9 82.6 39.6 With Web Stiffeners 180.9 82.6 39.6 441r Ms Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 4 k 0 Project: 6/Its-oil - oiktfii(70ti Job No.D6). Y gf6 Sht riof Client: Date: 17/°0 1r 0 1 By: AC). M.Engineering, Inc. Emphasis on Excellence i ,'1 -' 6.A., AtMaOtri) er-,44gwi Aelg, 70,,„.„0-0 io 4 Ill Ai Avo,10 --.7-: 5 c p -r '7 ir , fq x/41_ 6-0/11) 1 . Niro z„,'/ ,,,,,„ 6pr f„I) .4,41/14, 1 \ 1 (1 1 c/ Prixi f,,,,t„. -,: g.tpC 4 , 77 i) 1 i f' ( P Cr ::?;62-.4:,;/ 2. -4; (P /6 C t 1 1 I i 1 , / -----i, / PS77V 64S11/ 1\4'7/VD cc gitY6. 74 I //04,:eropit,4e., .5-nip too 71 s-,t) ez, phi ! , , 1 // \\:;\ i t L. ii z .4?i 7 , _.. e ,, (1,6ii 7 C ) I ' -7 ri r (cif-/z /N6 ) 'I c /16 y , ) ,,,. 2 (o,1.'r, ( ,../ a' i - /_) 4) t/i/ A , , Koo 5/( ei 3 H , I 1 1 — / 1 1 i 1 f €,,,-.) , 2 pre,ri 6< Li / - , /'/. C#FC k ?I46-69/1M C $p4 re ) ,,,,fr.E cc.64 C-M/67 A-r : 4(f'( / C p\K-7 7/ /9( I ( 4, 11 ) ),,- , ,,,,, F:, 2,2 (2 i-,I 2 ( 1 I. s-- 1( ,(-) ) _ ) O / I I, ji re/I ( 6 / F LA) 7f, iN) C 10/\J (/CC --?6' ? C /O. - IR / o-V- , www.clarkwestem.com Ci/V 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION: 362S162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1,625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1,500 in Punchout Length= 4.000 in ALLOWABLE WALL HEIGHTS INPUT PARAMATERS Nominal Load=5.0 psf Load Multiplier for Strength Checks= 1.00 Deflection Limit= L/120 Wind Load Multiplier for Deflection= 1.00 Bearing Lengths for Web Crippling: End Condition =3.5 in Shear and Web Crippling Capacity Based on Unpunched Webs ALLOWABLE SPANS-SIMPLE SPAN STUD MECHANICAL BRACING AT: SPACING NONE MID Pt THIRD Pt 12.0 in 15' 1" 21'5" 24'0" 16.0 in 13' 11" 19'9" 22' l" 24.0 in 12'5" 17'7" 19'4" www.clarkwestern.com CW" 2001 North American Specification w/2004 Supplement ASD DATE: 12/8/2009 SECTION DESIGNATION: 3625162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length = 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length= 15 ft Load has not been modified for load type or duration TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 295 445 345 MID Pt 147 1107 767 THIRD Pt 125 1655 1060 litU . .i:',V .t1.) np-r-, 9 ,,, LI,.', 1 ,.., 'ii , *Engineering,Inc. Structural,Mechanical,Electrical&Industria01W6is T)GARD low Hubbard St.,Suite 3N Phone: 312-494-1170 BUILDIN, ,,, 91VISION Chicago,IL 60610 Fax: 312-494-1037 4 k 0 Project: rikc4,--;-,, 0 --- irlq\c-rolcic,,T-b(INto'i. 0,7sht \ of Client: Date: 1°-03'0-7 By: 0 Cr; M•Enginaring, Inc. Emphasis on Excellence 0-,,((-;„ 1"—RO Pt/r 11C7:?(V.i ',1/4)(. ) .!)C.‘,—;/''::_.;11\s) Z--0C--- "1-.77C-W , , eag----7-1-1/1"A-ile) , aKeiC GPCJ . ( 93- • T )ol- 1 c11:,--E6"-i WA Cr6-rc7,-. co t)-(7,. ( 220c (1C ) ,./ (- ,y:../:;;;',,,,....)ftf ri)c" „.!.._...._....,.. . I ..,.,' ppL 4..., /0 eif I, C. f/ r7e /VW ,,<:;'1?.E 3"-f rr t---- Se15/4/c2 9AS- fijt, r"..--- / /2- J •'' 4 1 2,- gs,:_-- 0.414/ S; . 5p .--. 9.'L/ St)1---- a-3 cf S-1415:,_ A e (1 2 ,) / 1 ,. , t r : /?\ 'iii // > 2 1 i /.-' ' - 1 07! c /No -70 ,79 //- - - ----------/ fi+. ,_,.......7 "..._•...,,........,•.•.......... ..._ . .. . • . .......,,,,,,... -1,4), .7:: f,".-1 (.;". c:› K .t.-,.. .,;(1 _. .. ,vism...P0ofrA, "6 7 . I I -- S % 8:867pEE -,- 1)1 x{.? )-,, r- e) :11 ,,c>, f?-EQ, .*:: .,1? v, , 5-(0,0c-1 .1c"(.(',(Ve), -?(,, i 7 . - ,(C6-1,•*-1 ( 1'1; OREGON 91-i CH PI° EXPII=07-agttpi/C)f 11Pr M•Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 Project: çç0IS f%K.,--ropoob No. OR 'i Sht Client: Date: I b By: yis\(Cr 114*Engineering, Inc. Emphasis on Excellence ) c ( v ) I p Jc frk/teky / -2- r y TT-4; i. 6 t. C i (?-) 90 C.,) C76 2- 7/7 > c b i ._‘/( 2.) ?62- TI . 9 fr,I1 ' 4 I VII ( C5-17 ‘7770 tic i/v ( C ( -1 ic-N. ('/ X7... //.1 r- ie . J c 2 .7-1 / . . -,--- /0 /7/7' /.-. Y •• , iff: A-0 - Y 7r.r, , ) 1 6:c 1 1_1 7, . M•Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 Project: fAccoN - VJcfiftkTLJObNO.O qYTY-1 Sht 3 of Client: Date: I 0-7 3.07 By: M•Engineering, Inc. Emphasis on Excellence /r/f ..e71.11 fr.‘/ ( 76p (i? 2. /c ffrV lest e c 7 (? ) 6(76 C/6?.... 00)1.t.b v\-/(7) '36 2-TO_ "Tiy /44'7 1--7, Mr *Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 4 k 0 Project: fi\C c il -04\C1-1 (,46.10 Job No. o ,e,r3zr Sht A of Client: Date: 1 0-1-g--al By: -16 M•Engineering, Inc. Emphasis on Excellence A4411 i 4 449 V/W l) 9/El V/o'f\/4' , ://Ei e (// 94 cionit 51 i r ccYf (6'1 VI)P''' 6"ri : (,,,c ( sAC(./.1 re trf)a't( I) 6 \/ 6:: p 6A,C r t tc F I, ,f,c (! t Ni'1-,) (5 y ,.t ,i,,,,c tlf k.s e 1(- ,,:' 1 7 t LA T i i 7 I c; r A C f \,'i ':''r il 6 „"-) _ -7 0 ,cr).--1,-) C)>JD VC k\i'r, A..) v\., l (CO 0::: 0 " 7 LI , r j/d, ryr-1 VI \,/ 2 " - Y e -1,- 1) if/ 1'7,44 c,-.., ,,, ,,,( vg t s 4:- u c frt._ 1"v14 c '1.! r r4 (- l.: C c, ?4, 0 trc: c'1) VI 0 p (ic. A.f / ( , . 7 p ,?. I (,) X 1 I ‘ , /. d 3 1 3 11 ,0 ',•._.) 1 1 1 ! 1e '! c'2!,0411).( ,,, ,„.„,\-!,r' ) ( /.( 2-) P i ! ,.\,,,., 0. 11 2, vi r-,) i I .-----21> 0 . 4 Z.. (S (-) /1-, ) :- 2-1 / I k, / ( , , 1 le 'e , ' 1 VI ! --- lil 1 10`r Mt -1"› , i li-- -1- " ' W M•Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&Industrial Engineers Phone: 312-494-1170 Chicago,IL 60610 Fax: 312-494-1037 4 k 0 r C- ., -- Project: P \,1 (1 NAccil 061 ON Job No. tylx-s/I Sht 5 of . Client: Date:1 O t 2 '';''.-01 By: if\(; M•Engineering, inc. Emphasis on Excellence '1/(1)d 'rr"0 Irre ')r .--.,!),\ :-.-- - :Sl: . i 3'‘''''•''• ? kA' : --V ' ,t A = t I r A 7--,---v) i .--"' - . ,3 v " ,, , ,t.„"),, ;...,,4'-,t, A 4c.4i ..,, 4 .,.„..._.... t i +` 1 ,, .1. f-z 0, ,-, i . - , 3(:, ( b \)r) . I C I I!- 0 .... . ''''' 6 67. - 4 9. '2.6144? - ir- s I ej 0 M3) 1 1,1 3 , irii- -'' ' /9 .C(' /4'''..'(' e:--%i //\,/ ,i- *-7 ,,r,-- -' ..,,-!.e.i () et.pr---,q.,-).-0),,( (9.S. , c 7,--)/(1) L, 1,),) .S.- In !t t ,O lb ,', r c Arc, t1.-4 0, ,.::. ''-,,,-.) 1,t,i, ,.,.. (,) c,,z ( v.i c,‘, it') ....... . .. = .. 0 :'' C,17,Lit it' t S' / x 4-1 rci l" 1-'1( , r'7/ 0 tsf 1%1 r( 6?-i-- / i i' i;(,)cc r(ny .,' " t'I') '1\1 ' i')0r ‘1,''.:- 1.` ,' ')/,ic '74; ecT›,,,,,y /ty, :- 6'6'lb 0 6 /2 ‘, :7:: 2 .470 ii)- ,,1 ."2, - -.) (.."-f ) /( 'd ,,c1 (12 - A1,1 ) ; $- - , ' ' i ' i' • ' . , ,:. \ . Pri-, ':', 1.' Ii (/ l': // i '— /6Y lb• 1,-1 / , . iv/,;) : , , ,-- ' / , . ,A .. ,., • 0 7-1 ,,,, VV M•Engineering,Inc. 10 W Hubbard St.,Suite 3N Structural,Mechanical,Electrical&industrial Engineers Phone: 312-494-1170 Chicago,IL 80610 Fax: 312-494-1037 0 Project: c) 1\1 MQ-1-01-\)Job No.(YIN Sht of Client: Date: 0 47-.01 By: A(,--; M.Engineering, Inc. Emphasis on Excellence 6-1-5-11./il it C 'I() e. I /qc?' \/ )(D• t-3-13 I 10 / (-) q". (2( (2?)3 14112 1-14-C tAf 1\0 c'T\)9 AQc rAc : ziito_.c . A44 v of 0 on t(9, (:)() 12 6/4:1-tA/4.1.yvt.:,t) vt-t, 0,3 6 3 (17-") O.700 ks k.r) ();:-)-63 /14'4 ° F 22 , /-- - ¶ ôc flea, /.//1.4) e mf .( / " A4 ( ) Nir December 14, 2009 A 4 0 Dan Nelson RECEIVED City of Tigard Building Department—Senior Plans Examinees DEC 15 2009 Re: Tenant Improvement,Pac Sun—Washington Square Gay OF TIGARD M•ENGINEERING BUILDING DIVISION Emphasis on Excellence Dear Mr. Perez: M•Engineering,Inc. Following are the responses to structural comments on the afore-mentioned project plans provided by the Building Department Plans Examiner in letter dated December 2, 2009.Please review our responses in conjunction with new structural drawings and structural calculations attached herewith. Mechanical,Electrical,Industrial and Comment 1: Structural Engineers Details 4 through 6 on S200 where added for the support of the VAV boxes. 10 West Hubbard Street.Suite 3N d<P ti°ad 1: `mow. Chicago,IL 60610 \,,,, \ .,,,' , 17 EXTf5-14:--Z,:f§:- - ' 0 312.494-1170 Sincerely, 312.494-1037 FAX r Alpesh Chavda, PE E-Mail:engineer/ 1m-corporations.com An M•Cnrporation , . liiir M•Engineering,Inc. Structural,Mechanical,Electrical&Industrial Engineers 700 Brooksedge Blvd. Phone: 614-818-9070 . 4 Westerville,Ohio 43081-2820 Fax: 614-818-1931 Project :4, C 541,,,) ar Job No. OCkhYSht 1 of Itil Client: Date: /*IA 1/0 f By: Sf3 •Engineering, Inc. Emphasis on Excellence Art (9,,c/ i „ vx v /0) 4-1.03 -I Loa d 91 7 ti- OCEIVED 1-,c,kt'fi q 1 0E,c, 15 2-0°S -kliitt. C CM OV TiG MtrON O0) N rf,1 viLDiGizis 10 1.41 2_,A 1, 0 — - . 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Job No Sheet No Rev 1 Software licensed to M-Corporations Part Job Title Ref By Date14-Dec-09 Chd Client File VAV Support.std ]Date114-Dec-2009 13:12 Job Information Engineer Checked Approved Name: Date: 14-Dec-09 Structure Type ( PLANE FRAME Number of Nodes 10 Highest Node 10 Number of Elements 17 Highest Beam 17 Number of Basic Load Cases 1 Number of Combination Load Cases 0 Included in this printout are data for: All I The Whole Structure Included in this printout are results for load cases: Type L/C Name Primary 1 LOAD CASE 1 Nodes, Node X Y Z (ft) (ft) (ft) 1 0.000 0.000 0.000 2 4.000 0.000 0.000 3 4.000 4.000 0.000 4 0.000 4.000 0.000 5 0.000 8.000 0.000 6 4.000 8.000 0.000 7 0.000 12.000 0.000 8 4.000 12.000 0.000 9 0.000 16.000 0.000 10 4.000 16.000 0.000 Print Time/Date:14/12/2009 13:12 STAAD.Pro for Windows 20.07.02.15 Print Run 1 of 5 . , n.„.. ... Job No Sheet No Rev 2 Software licensed to M-Corporations Part Job Title Ref By Date14-DeC-09 Chd Client Ft1e VAV Support.std Date/Time 14-Dec-2009 13:12 Beams Beam Node A Node B Length Property 13 (ft) (degrees) 1 9 10 4.000 1 0 2 10 8 4.000 1 0 3 8 6 4.000 1 0 4 6 3 4.000 1 0 5 3 2 4.000 1 0 6 9 7 4.000 1 0 7 7 5 4.000 1 0 8 5 4 4.000 1 0 9 4 1 4.000 1 0 10 7 8 4.000 1 0 11 5 6 4.000 1 0 12 4 3 4.000 1 0 13 1 2 4.000 1 0 14 9 8 5.657 1 0 15 7 6 5.657 1 0 16 5 3 5.657 1 0 17 4 2 5.657 1 0 Section Properties Prop Section Area lyy Ii., J Material (in2) (in4) (in4) (in4) 1 1.5CU1.25X035 0.131 0.022 0.052 0.000 STEEL Materials Mat Name E v Density a (kip/in2) (kip/in3) (11°F) 1 STEEL 29E 3 0.300 0.000 6.5E-6 2 STAINLESSSTEEL 28E 3 0.300 0.000 9.9E-6 3 ALUMINUM 10E 3 0.330 0.000 12.8E-6 4 CONCRETE 3.15E 3 0.170 0.000 5.5E-6 Supports Node X Y Z rX rY rZ (kip/in) (kip/in) (kip/in) (kip-ft/deg) (kip-ft/deg) (kip-ft/deg) 9 Fixed Fixed Fixed - - - 10 Fixed Fixed Fixed - - - Print Time/Date:14/12/2009 13:12 STAAD.Pro for Windows 20.07.02.15 Print Run 2 of 5 -.It Job No Sheet No Rev 3 :A . Software licensed to M-Corporotions Part Job Title Ref By Date14-Dec-09 Chd Client F11e VAV Support.std I Date/Time 14-Dec-2009 13:12 Yf�dWWY ` pyY41T:i34MHMHfaeyr.,,rPT+/Kfl 1AWFigA#iINM YMidaF%MSIE9NYM9RF1� 9M19k8'GMt:r.„-: ,. n.'!,I... ..wNh»Y ..;,*- Ff'r§M4fY Releases Beam ends not shown in this table are fixed in all directions. Beam Node x If z rx ry rz 10 7 Fixed Fixed Fixed Fixed Fixed Pin 10 8 Fixed Fixed Fixed Fixed Fixed Pin 11 5 Fixed Fixed Fixed Fixed Fixed Pin 11 6 Fixed Fixed Fixed Fixed Fixed Pin 12 4 Fixed Fixed Fixed Fixed Fixed Pin 12 3 Fixed Fixed Fixed Fixed Fixed Pin 13 1 Fixed Fixed Fixed Fixed Fixed Pin 13 2 Fixed Fixed Fixed Fixed Fixed Pin 14 9 Fixed Fixed Fixed Fixed Fixed Pin 14 8 Fixed Fixed Fixed Fixed Fixed Pin 15 7 Fixed Fixed Fixed Fixed Fixed Pin 15 6 Fixed Fixed Fixed Fixed Fixed Pin 16 5 Fixed Fixed Fixed Fixed Fixed Pin 16 3 Fixed Fixed Fixed Fixed Fixed Pin 17 4 Fixed Fixed Fixed Fixed Fixed Pin 17 2 Fixed Fixed Fixed Fixed Fixed Pin Combination Load Cases There is no data of this type. Node Displacement Summary Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) Max X 9 1:LOAD CASE 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 Min X 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000 0.000 -0.000 Max Y 5 1:LOAD CASE -0.006 0.001 0.000 _ 0.006 0.000 0.000 -0.000 Min Y 2 1:LOAD CASE -0.014 -0.004 0.000 0.015 0.000 0.000 -0.000 Max Z 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000 0.000 -0.000 Min Z 1 1:LOAD CASE -0.015 0.000 0.000 _ 0.015 0.000 0.000 -0.000 Max rX 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000 - 0.000 -0.000 Min rX 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000 0.000 -0.000 Max rY 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000 0.000 -0.000 Min rY 1 1:LOAD CASE -0.015 0.000 0.000 0.015 0.000_ 0.000 -0.000 Max rZ 10 1:LOAD CASE 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 Min rZ 2 1:LOAD CASE -0.014 -0.004 0.000 0.015 0.000 0.000 -0.000 Max Rst 2 1:LOAD CASE -0.014 -0.004 0.000 0.015 0.000 0.000 -0.000 Print Time/Date:14/12/2009 13:12 STAAD.Pro for Windows 20.07.02.15 Print Run 3 of 5 Job No Sheet No Rev 4 ----- :.,.,..».,..,..:., Software licensed to M-Cor po or,ti,^= Part Job Title Ref By Date14-Dec-09 Chd Client F11e VAV Support.std Daten me 14-D�c-2 13:12 � +M14FMIM+l4aW�.Mw .IMrMIK41Mm�flHS.W-nk 4 ..ggHHR4NW8ry .. ,.., .1MRVR1k+'HNs.H+....ta.s.n.., Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example:this means that the Min Fx entry gives the largest tension valu- for an beam. Axial Shear Torsion Bending Beam Node L/C Fx Fy Fz Mx My Mz (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) Max Fx 6 9 1:LOAD CASE 0.029 0.000 0.000 0.000 0.000 0.002 Min Fx 2 10 1:LOAD CASE -0.097 0.000 0.000 0.000 0.000 0.002 Max Fy 6 9 1:LOAD CASE 0.029 0.000 0.000 0.000 0.000 0.002 Min Fy 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Max Fz 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Min Fz 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Max Mx 1 9 1:LOAD CASE 0.000 -0.000` 0.000 0.000 0.000 -0.002 Min Mx 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Max My 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Min My 1 9 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Max Mz 6 9 1:LOAD CASE 0.029 0.000 0.000 0.000 0.000 0.002 Min Mz 1 9 - 1:LOAD CASE 0.000 -0.000 0.000 0.000 0.000 -0.002 Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens Beam L/C Length Stress d Corner Stress d Corner (ft) (psi) (ft) (psi) (ft) 1 1:LOAD CASE 4.000 35.246 0.000 1 -35.246 0.000 3 2 1:LOAD CASE 4.000 -769.358 0.000 1 3 1:LOAD CASE 4.000 -613.434 0.000 1 4 1:LOAD CASE 4.000 -472.732 0.000 1 5 1:LOAD CASE 4.000 •331.427 0.000 1 6 1:LOAD CASE 4.000 255.736 0.000 1 7 1:LOAD CASE 4.000 93.305 4.000 3 8 1:LOAD CASE 4.000 -63.154 0.000 1 9 1:LOAD CASE 4.000 -194.250 0.000 1 10 1:LOAD CASE 4.000 -136.657 0.000 1 11 1:LOAD CASE 4.000 -136.966 0.000 1 12 1:LOAD CASE 4.000 -136.885 0.000 1 ` 13 1:LOAD CASE 4.000 -136.952 0.000 1 14 1:LOAD CASE 5.657 193.019 0.000 1 15 1:LOAD CASE 5.657 193.710 0.000 1 16 • • 1:LOAD CASE 5.657 193.583 0.000 1 17 1:LOAD CASE 5.657 193.614 0.000 1 I Print Time/Date:14/12/2009 13:12 STAAD.Pro for Windows 20.07.02.15 Print Run 4 of 5 Job No Sheet No Rev r::41177111),illi 5 Part r.-...4w ..'M Software licensed to M-Corp:�'l^ris Job Title Ref By Date14-Dec-09 Chd Client File VAV Support.std Date/Time 14-Dec-20C3 13:12 Reactions Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 9 1:LOAD CASE 0.018 -0.047 0.000 0.000 0.000 0.000 10 1:LOAD CASE 0.000 0.097 0.000 0.000 0.000 0.000 Print Time/Date:14/12/2009 13:12 STAAD.Pro for Windows 20.07.02.15 Print Run 5 of 5 , 4 , 4 4 . , 1- 1 RECEIVED , 0 OCT CITY OF TIGARD BUILDING DIVISION s , STRUCTURAL D'ESIGN CALCULATIONS , 4 ' , FORa t , k . t S Seismic Shelving Loads for: PAC SUN 4 , , Washington Square • Tigard, OR By 'kb -.- iff ...,..,... . AMBROSE ENGINEERING, INC. W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WISCONSIN 53012 262-377-7602 26247'7-4868 FAX ,--------.. .,... . Job # 09-268 ()etcher 9, 2009 ^ \ *Cakulations prepared for Merchandising Equipment Groups LLC Reference Data These calculations review the design and installation of storage racks for structural adequacy. The sealing of these dra wings is for the structural review of the storage racks only. Other information is not reviewed or approved. Building Code w 2006 International Building Code • A8CE7'O5 • Rack Manufacturers Institute—Industrial Steel Storage Racks Manual (RMI) Loads Vertical (Dead plus live) Mobile shelving by Merchandising Equipment Group, LLC(MEG) Hand stacked merchandise only storage density<5 pcf Max. permissible load/ helf <240 lbs Max. permissible load/bay «400|bo \ ' . . ,..,,,„,,;,..10,-7-.A,:..„:4,,,,'„,•-.,;„:',!,,,.-.-7',.i4 0.„t,.,.,,;,...,,„„:,„i,‘,7---miNg ,,,., „.,,, ,,,,,..:::i., lzi!it,,.' ,,:r i4,,,:.',,,,:.:i4-0.:*,- :.: 11!,*,;'it-1,;,--v-:• shcr,,,,, -,,,.m.-,4fr-,:;,..„•.*;---,,,„,.',:id:,;-.,;.',,t''''''"7“'"---,- .-,.!".00..1..:.:‘--7x, --flerfto;':1,'-;:',':•.'-r#T.:.:,,•,; .. ,!- '''...,-:14—''',"-::', '.,,'„'.Y.X';.,,,..','"?.: ',''.','T.r.::::''''.!'., :,'--,:',';''''.:: ..-t,,,,•k,''1,•.,—.,l's';; - -.#.36......4t,n;,.....-:•,:-.-.5vii„.;.,.il,,i-00.1,4:„..2 .;: -- -..-11,,-..;4,.!!---,-;;,::::-.•*,,,,4',;,1*,-....:.1. ;,....:.!;4:1-;!„,, .,,,, .1.Aptifit :,...,:-4 , ,..-----,-171• , 4;;.::,,,.,...,,,,•.4.-&;.,.,,;,-,i,..,-tpi-i.t,t,',--...?,,,i't. 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QFr:� i 4,„4,1;,y h ' 1 Al `4 p ii4''''!it Q $�#�4 � y a ; ‘41 } ' j� 1,,, 0 '' r i ,, .-s �}k �'C� '�.�' r 7d � r''S t , 7 "� W4 { p ., w #� t' Tt L 3y tF crt1 "1f:,r'� '�l C t d'''': s" m[t} f �''w* - �- *y x ir ' Jd Iy w� � -_,-.4"� Y } +, .3 k l , e' ,i t p r r " . M Fs i P''''' ' , ,,,:� t , }. A '? :+ � �A I ` w$v ,* s i'fl1i r4t!� d +t it i 5•11 04s.. - « ,ll'4s f i�y !r : I y I ^' ,*;f A ra ' �?1� Y .� I�� yr 7 r li .`� 1 �1 � 1 i ` t � �I'I Conterminous 48 States 2006 International Building Code Latitude = 45.45 Longitude = -122.78 Spectral Response Accelerations Ss and S1 Ss and Si = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.948 (Ss, Site Class B) 1.0 0.341 (Si, Site Class B) Conterminous 48 States 2006 international Building Code Latitude = 45.45 Longitude = -122.78 Spectral Response Accelerations SMs and SMI SMs = Fa x Ss and SM1 = Fv x SI Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 1.063 (SMs, Site Class D) 1.0 0.586 (SMI, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 45.45 Longitude = -122.78 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SMI Site Class D - = 1.191 ,FN.1 = 1.719 Period Sa (sec) (g) 0.2 0.709 (SDs, Site Class D) 1.0 0.390 (SD1, Site Class D) Job: PAC SUN mobil shelf-Tigard, OR Page: (P " ,-\ AROSE ENG11,1EERING, INC. job#: 09-268 w6e,N215 Commerce Ct SuttE-:100 Cedarburg,W 53012 , B . JRS 252/377-7602 FAX 262/3774866 a mbeng@ambeng com Date: 10/9/2009 Checked: RMS Mobile shelf Seismic design procedures follow IBC 2006, ASCE 7-05, 12.8.3, 15.5.3,and RMI 2.7 Length 36,0 in MEG shelf profile Width 24.5 ' in ,i' 241;2" . -Height : ::.96, in 1 . Seismic Design Category ' D 1 Importance Factor, I (a) ' R Sps : 071 i ---,4----,„ Ca(from RMI) 0.20 . , ........, Bottom shelf"height" 10.5 in 95.t (;' //Mid shelf"height" . 10.6875 ' in -----7--- .62) Assumed top shelf height .24 in . V .---.4.,■ I i \ * (.1.)--- ../7. Seismic Base Shear,V ,—7 s\ I -.i.-------ki--.-‘ — ■ V=Cs x 1p x M j.d , j101,2 i 1 RMI ASCE 7-05(min.) Cs 0.125 0.099 Cs 1 0.125 IN,=(0.67 x PLRF x PL)+ DL PLRF 1.0 Product Load, PL 5 pcf Dead Load, DL 1.25 psf • PL/shelf Shelf# 1 5.4 ft i 27 lbs 1 7.65625 lbs 2 5.5 ft3 27 lbs 2 7.65625 lbs 3 5.5 ft3 27 lbs 3 7.65625 lbs . 4 5.5 ft 27 lbs 4 7.65625 lbs 5 5.5 ft3 27 lbs 5 7.65625 lbs , 6 5.5 ft3 27 lbs 6 7.65625 lbs 7 5.5 ft3 27 lbs 7 7.65625 lbs 8 5.5 ft3 27 lbs 8 7.65625 lbs . 218 lbs 61 lbs •W s 207 lbs i, i.j- 26 jibs 1 I I I Job: PAC SUN mobil shelf-Tigard, OR Page: --i" AROSE ENGINEER.ING, ENC. Job#: 09-268 By: JRS , ei,:•..T4H-'..,, Wi36 N215 Commerce Ct.,Suite 100 Cedrburg,VV1 63012 Date: 10/9/2009 .Checked: RMS 2521377-7602 FAX 2621377-4858 arnbeng@arnbena.corn Vertical Distribution of Forces • , *From RMI(ASCE 7-05 12.8,3 procedure is identical) Vw,hkx F., = Values from above*0.67 . For all levels wi 18 lbs h1 12.0 in . ..c...., 1 t i.i w2 18 lbs h2 29,5 in W3 18 lbs h3 33.0 in .k=1.0 vv4 18 lbs h4. 43.5 in W5 18 lbs h5 54.0 in We 18 lbs h6 64.5 in W7 18 lbs h7 75.0 in w8 18 lbs h8 85.5 in Load Case 1 -All shelves loaded 67% (The 0.67 in the W„represents this,) . Willik 215 lb-in F1 0,78 lbs Lateral load at each shell w2h2k 411 lb-in F2 1.49 ribs w3h3k 603 lb-in F3 2 10 ribs . , l w4h4k 795 lb-in F4 2.89 lbs vv5h5k 987 lb-in F5 3.59 lbs w6h6k 1179 lb-in F6 4.28 lbs 'w7h7k 1371 lb-in F7 4.98 ilbs „,8'"1 1,.,8 k 1562 lb-in F8 5.68 Ilbs , - Total 1 , 1 a 7123 lb-in I 1Load Case 2-Top shelf 100% loaded I Ws_top 279 lbs \flop= Flap 35 lbs Lateral load at top shelf I I I . K I i I . . - Job: PAC SUN mobil shelf-Tigard, OR Page: S • ' • A43ROSE ENGINEERING. MC * Job#.• 09- 268 By. W56 N215 Commerce Ct.,Suite 10D Ceciarburg,W 53012 " 252/377-7502 FAX 2821377-4856 amber-Gra arnben.com Date: 10/9/2009 Checked: RMS Specific Load Combinations(per ASCE 7-05 12.4) •Load factors DL LL(PL) EQ . Combination#5 1.10 0.70 Combination#6 1.07 0.75 0.525 Combination#8 0.50 - 0.70 MEMBER DESIGN Beam Type 1: DRB(double rivet beam) Section properties . . . . Mmax ' , .-380 - .in-lb (from RAM analysis) Sx' 0.12643 in') -4 i b 3006 psi L 96 in d 48 in Fb 21600 psi ' Fy 36000 psi fbiFb 0.139 OK 1 ALL SitiLS:Qi-t4tit..-L., :-• al -41-.',1 ' 1 Lc E. ,.1---' ,,i ,-, -' Double Rivet Beam connection t.`)N--,,,,z.. 1 1 ' 11 !—I 6 I , I rivet spcg 1.5. in ,--,.. 1 --„, '-z„,,,,,,,,,>; ,,.. --,,...- --,..„ ,-,... - rivet dia. . 0.31 in .:,:4•-■V> '4 -"' < ..-•.,, ,., Mconn 380 in-lb ----4- 1 • _ .. Shear capacity of 1/4"rivet r,6.1 DOLISLE Fi:VET LOW PROFILE SEAM :7 SPOLIDES RVET(55,000 PS'i • Fy '55000 psi lArea 0.075 in2 IPal3X 1660 lb 'Mconn all. 2491 in-lb CONNECTION OK 1 . FOR ANGLE COLUMN ANALYSIS, SEE ATTACHED RAM ADVANCE ANALYSIS COLUMNS ANALYZED IN BOTH DIRECTIONS i !ANCHOR DESIGN , i I 1 !Exp.Anch. Diameter 0.375... in Anchors at 12" 00 in the anti-tip track Hilti i-`,',wik Bolt 3 w/2 1/2"embed. In 3000 psi conc. Upliftma, ' 280 . •lbs/leg(2 legs) ' Tan 712 lb ,, V max 23 .lbs Vail 1423 lb !INTERACTION EQUATION 0.212 ANCHORS OK 1 1 I • i Job: PAC SUN mobil shelf-Tigard. OR Page: °� ":\ ANIBRO SE ENG EE Th-T 3 ENT . Job P. 09-268 By: JRS _ _,-- W661,1215 Commerce Ct..Sure 100 Cedarkur0,W 53012 Date: 1 0/9/2009 Checked: RMS -/. :`:.: 262/377-7602 FAX 262/377-$865 ernbeng !arrrbenc.cam ANTI-TIP TRACK DESIGN Aluminum anti tip track-see drawing CALC236 • Track properties Anchor spacing 12 in lx 0.041 in`' Sx 0.119 in' F Y 21000 psi . Mtrack 840 lb-in Sx reqd 0.0067 in3 TRACK OK I J "'` GLA-11EF:>ARE _ t ,r cr `` -:"<"--_ r ,,. .i _ -,.c C',i..nG"2�.>FFFhCr �...• 1 0 0' 0 n 0 r 6 5:,,t,, I( r.rn■lr aaS.,i � ter,t;E=`4t er'.ra u /4 AN s II TIP ASSEMBLY(2 PER) "4.1k)CUT VIEW"A' I 1 I i 1 1 6 (fr Ambrose Engineering, Inc. Current Date:10/7/2009 2:27 PM Units system:English File name:S:\2009dw.\009-268 MEG-Pac Sun-Thiard,OR\Calcs\Tigard mobile shelf.etz‘ 1 N.,,, .■(.1f,.. N-rz '``--- „------- Ao.,- ,--- --,, -46„--- vri.,':-. -- ..„,------ .."'N.,<*er N.'* : - \-\.• /:,j--'- - 6 NN '''' .,/'''-'"■AS'16:4------- , ..▪.I,vi).- 1 ,......-- ‘0,1.1- (.0 ., ■06, -, '°:0 - Is>N 1 • )..1.-2.< -- ,4i-. --*--/5. oo ''' '-...,.,,, .6 .......- , tu-i0.1 4: . ', * ,-"•-...,:‘,.',,,,,,p,,-,, , ..,„_nk.i.--... 6-6 ,-/.?. \ . '‘,..,?• `,45.(9 , -...,..6 . *• .1. i , / ',., .0_, i A ',,61\35 4 ',.‘1...). ''66-, -'-''" / ...."' 1- -'-' :::17.- N.. ------- ti.,.."--- ft7:'• -- , ..4 AV`?' p. 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FA H15.g R§ -ii ii Ei 1g n E'0 .„,,,,, . sl„, . 8 .t_, dddd00eRdeldeideidd8OgRdeldil 0 00 .9 .9 009 09 09 oglo. 09 .9 09109 1 . I ' ":::::■77:q;;;;::'7-rnITi t t 1 qi;Mt'athiT!ieittttittiJ 44 42 4 4,44144 4i 41 4i gi 41 t1 41141 41 41 ig 41 41 41 41 44 .4.0 1,, 1„ . I. ,,. . . , . Rps, I tdi ' ^� �rY.: ■ Bending about minor axle,M22 - Ratio 04< }tj+. Capacity 0.44(Ktp'ftJ C2ri Ea. :026 at 0.00°a . ) Demand 0.01(Kira] Reference :(Sec.F) +j�s�e++--w i^-V Intermediate results Wet Value Reference L.-._._,•..�„y..,-L:,Ambrose Engineering,Inc. Currant Date:it)/1'f21X192'2$PAf Yreidi m(Me{ tVapit) 0.73 (Sea.F) Units system: Em21'wh Take3S$LSicral buckany(L74 ten) (KM.lb C. (Soc.F10) Flange boat buckled tFL6 Mn) - WA (Sec.Ft0.3 Fite name:S:to"009d++ge)09-208 MEG•Rae Sun-Tigard.OR+Calcs\Tigard mobile ahel.ets1 ) Steel Code Check DESIGN FOR SHE/4 J RepdH:Concise ,shear parallel to tCa[at axis,VS( 07167 Members:Hot•rotted Ratio coo Design code: AISC36035ASD Capacity :33.')4.44(Lb) Ott)Eq. :c26at0.00% Demand 1000)Lb) Referent* :(Sec.G) spear peretle)to miner axis,V2( i?s 9.87) Member 46{spreader) Design status OK Ratio o co Capeeity :4t51k9(Lb) (3d Es. :025 at 000% Contend 036(Lel Reference :(Sec 0) PROPERTIES Steffen:CU tz2_44_1 t.06F DESIGN FOR TENSION) 1.07) J Tension ` ,...:i..r,;,�,_��5 Ratio 000 %3 e} Capacity :726904(Lbj CM Eq. 023 x1000% ''.41t. 1 Demand 0.17(Lb) Referent* :(Sec,D) t., ? " DES)0N FOR COMPRESSION f24 lid?) J Nerg)t(a) 1.00 )t) Gomnrssstat( Math(b) 2.69 (m) Distance k(St 020 pn) Retry 000 Thickness 4) 007 (;nj Capacity 4317.4E(6b) Cie Ea. cm air OtXlx Demand -052(Lb) Reference :(Sec.E) Section properties Unit Major axis Minor axis Full unreduced cross-secironal area(Ag) jm2( oz DESIGN P0R TORSION n.1 fi7) J Moment of inert a(local axes)0) jinSt 0.02 0 40 Moment gr ineta(pnrxipat axes)01 1n4) 0 01 0 20 1.12i.2 D Rename boneratt tot momenta(principal ens)(J') PH i 20 1.06 Radars Ot)yraben(Peal axes)(r) ),n) q26 060 Raw 000 Radius of gyration(principal aims)(n VI 0 21 0 e9 Cepacey 001 1✓,4r St Ctn Eq :c25 a1 O 00% Satre-Vinare,ttrawn constant()) )4) 0 C Demand Otb(Kip-ri Reference •(Sec H3) Warping constant order section(Cwt (416) 00) Csstatee from undoes to shear center(pm%ipal aria)(x0.00) (in1 -093 -029 INTERAC710N J Top steals xeten modulus of the section(local a ors)()sup) 1,3) 0 02 0 11 Bottom elasticeectran modulus of the seam(local errs)(Sint) (m3) 010 019 Combined exist ant Resu;a interaction satire Top a4xstx section modules oldie*rectos(principal axn)(S'wP) 1x+31 0 M 0 12 Bottom eltshc section modulus of Ue section(principal axis))S'i6! 1x,31 003 017 Rata 024 Plastic semen moouors Neal axle)at (43) 0 60 0 19 Cad Ee . c26 at 0.00°6 Reference . 112.1) (F P (0 )m3) 004 0 1 ................... .._.,...................,.....................,.................,..,......................................................... aabe sedton moduus ss..al ens) 1 Polar radius of gyration(ro) tint 1,34 Ana for shear(Ash (m21 0 19 0.10 Torsional medals(t'C) )ties^:) 1.790.02 Page) Page3 Maternal:A070 Gt50 cow farm Combined shear and torsion interaction value Prop/KOMI Unit Value Ratio 000 -• CM Eq . 026 at 0.04% Reference (Ec,491 CIG 9 • Yield stress(Fy) )%p'in2) 100.03 Tartans strength(Fu) tKpen2J 66 93 Elasticity Modulus(Et. 14M2) 220000 W Shear modulus Ion sleet(0) )K.,pen2) 11507 94 CRITICAL STREN•1Ft RATIO J Ratty 021 DESIGN CRITERIA CttEq. 0260)000% Reference .02.1) Description tine Mafar axis Minot axis Top unbraced N+ngth D0Meen lateral supports(LbTap) 101___.. 2.D6 _.._ Bottom urtbn0ed length between lateral suppene Itb0Op) III 200 Ereeine length rawer(K) - 1 CO t,01 Member 36(spreader) Erocnve length rector fee torsion - 1CO Destgnstatus . OK Length for axial tension(L) 101 2.00 UM:eased compression length(Lr,10) 10) 200 20O Length for torsion and Iateml'tcootoral buckling (1) 2.00 • PROPERTIES ' Midmonai hYPOlheiee Section:LU t 1.2_11,-tOt.06s COnurarous lateral torsional restraint No Tension field action No Single angle connected tNeaghwdfh No Flame element N0 . . 9; j -sp.,, _ k a SERVICE CONDI10Ot'$ ' t b �' .• ••-'.,-" Height(a) t.00 (in) Venfisalion Unit Val. Ctrl EC Rorerence 000110) 2,00 fn) Asian 0 k tic) 0.20 (in) Tension T ttt00ss(1) 0.07 pn) Maximum geornettc stondenn:ss(LY) - 112.47 (Sec.01) Section properties Unit Ma)or axis Miner axis Compression Fug unteouced crossno0lbnat area tee) 021 0.20 Geometric cohost Vendor/ems(KVr) - slat (ES3) Moment of naRu(boat axes)(It ins) 0 02 013 Compression and flexure Moment of inertia(principal ores)(r) m4) 004 020 Cot p'o Deflection Bending constant for moments(pnncipat ens)(i') m) 1.20 1.00 tO+1 -0A2 024 at 100 CG% Radius of yraton local ares 9 ( )(+) m) 0.26 0.60 Radius of gyration(prnclpat axes)[P) In) 021 0.89 Suitt-Natant s torsion constant(J) m4; 000 DESIGN CHECKS Werptrgeonstardot the section(Cyr) ,n6) 000 Distance from central to shear tenter(principal etas)(xo.yo) '11 -003 -0 29 DESIGN FOR FLEXURE(2-1.67) „r Top elastic secton modulus of the section(local axis)(Soup) in31 0 C2 0.11 Bottom elastio section mode.1 of the section Ooca)ens)(Butt) in3) 0.10 0.19 1'op elastic suction modulus of Me section(principal ails)(S'op) in3) 0.02 0.12 Rending,aboli0 major axis,M)? Bottom elastic section modulus of the section(principal axis)15911) m3) 0.03 0.17 Plastic soctlan modulus(focal axis)(0) in3) 0.05 0.19 Ratio 022 Piasto section modulus(principal axis)17.9 m3) 004 0,19 Capacity 001 119P'0) Cat Eq. 'c2f0 at 0 OP% Poles radars of gyrattcn(ra) in) 1.04 Demand 00019.1p1ft) Reference :(Sec.F) Area(or sneer(AV+) in2) 019 0.10 Torsional modulus(1)C) Viin3) 4.79E+02 - Inietmodiale tesuhs Unit Value Reference- Material:A570 Gr50 cold form )_i,})0t7q iMet (i401111 0,10 (Soo.Fl y.4:400I4S,,, # :1^.,4.(ucti'o) (04016) 010 (Set,r) W6 I.co)buol 03 MO WI) - WA (See.Fl 1.9...stImIglio(L0 Mot - tUA (Sec.F) flange lose)StoOkgnq(0.15600) (K+a•0) 0.02 (Sec F102) T�naIO.+ a manna,LOsa rtr-v Myj - 15A (Sec F) Fag 2 Pages • L . ..,.., I I 4 e2gs 71.,... e2e e - 8 8 7, ,- , 0 , . •° : .•• i : " I I e a gi94g'' f ..• : 1 ',9, ' - f of 1 : I ; .1--: lnnnnHV,!Eqt !2 s 8g8 1 ,,M , '4''' 21 ' 8 nY' 0'2; 1 S111124 g ! 1 gl 3 - g ,;,, stvl 3 ; 2 2 oc . . . . . . . ' ---"YFJ . . . • • - • - • V? v r.! 8 l',"g _ FF IVffv-R-TJ-i-a7777T.II a .40...1A a° 8 8 9 . -.5..t,t_ 3 EE, IREE -8:- 2. , • - 1 1 IKE! Oq .. ! , .r li..- ; . . .- N -a i'..!,,,I.J: 8 . . : i ,•• i 1,' Ifii; I . , : ..,, : , t ;sr! 4 i 2. .,..-- .., : 1-] i 1 % I -''.i6 -,. ,1! e.:5...& gyfoi g 12 qi i'r,2- P, igg i ,1, :„4 :4,68 . c:‘2> : :,`Ci"c", I ,..'" ..,1 , ..../gEoE71 5: P c : : -'. ; ,.c .',1 ,. . -'5 't =" SL, 1?-f 2 1 1 i I i i i 0-s:.9..T.:1,- .1.;;Zi - - --w-de6.2--Q ie 4-,, 1 i -- gy E t 3 1 E 3 e ! 1111IIIMIIII g ! -6,_-- gi,2ge E -a g , a .,‘, --- 2 : -2 I : 4 i ! 41, i i 1.:,::,''' :,j.':II . taZti'' :it fiT! i 1 ' .. 0 : : tgt I_,i, . . 4 ; HatNaddliiii, t .,t1 E 11174 111§1, c:"! .: re 2 f 2 g ip-A ! 2''' g33 .,A+ ga Fizintilwqi]!,2 ,,,,,,..s w = .', i 111 i 13_74J,, i 125 i 4 izta ! E.a. i„:1-,'-..'., ci,li '11,"gM iig2st01 :.' .i4i li '009 :5-1114 6 .&lj 1: ,, 9 . i Itz, u , 2.!teli_. 3 ... ., .13. t,,,, 0 ' 9 " 'Ifig4 J .2 : i ,•, f 1 9. w-9, f'.,t, ,—11 1 tgAl Ist;?e$01ill,g1:4!2, 1 a -.--i0 6 .6 -Ettfi.gt. '-=i;''t ,: ;5.,-E g5 gi g g t 2° -.11111°,2rOgnirii,‘5 i' .1 ili. g#, E, ,E 3g88.it. i8gIg ,6 ...1 . ,16 e26 IT! O' S A-A.NAI 0 *--. I I vs 8 8 8 'g. •- '' g ° .-: 12 0 t 60 i a' 1-iic g ca-7. :.• .••. e e I., 66661.'6 e II:i4FA , 1 : i , ..• lit' ,tt,tX,W1 .0 nx ., , .. • „ . . I .. 8 8 P 8 ol Al I .t1- iri di gl sA KE, ,gEE ->4 8 9 -6,1' i '1 yi _t t ...,, 1 ; . . . . '' . ■ l' : . -, q ,, -› •> -, i : 11 2 1,... q . .... . „...„, ,a- t5 -1.2 g 2 - 000 Cs. 000 > 0AK > 00 .5: 0E0 6 03,19 ri; 1 c t -- 'E. “L t -- ',7 •,,, a ..2-1-.2-it .?• 6 th 1 C ; ui '-', ! : .3- !' w ..,„ ,.,,...E , „. Ai 6 .i ; .11 .-- . VI j ii ! "8 - . - 9. 1. , . 3. ,.6 i ..L.,,, ,1 ‘.; . lie ,--3,! z E w c a z ... i g '', i E t a 1 jX,I; S g Aiigig LIM I> .1.1 Si ll s g d I ;1••• ,1 8 1 B ,- t j t ,. ' _ t t , . . , .. . . ■ pending about minor axis,M21 Properties unit Value 1(C) Ratio : 0.03 Yield stress(Fy); 000121 53.03 Ca PatilY : 0.44[Kip.ru an en. :.24 FA 100.90% Teremie etrength(Fu): (01.81321 Demand : 0.01[KVA) Referee. :(Sec.F) Elasticity Modulus(EX EgicAn21 20000.00 Shear modulus fa steal(DX 15n21 11501,4 Intermediate results Unit Value Reference , - - rigicling(MP) lifi•el 013 (Se1.F) DESIGN CRITERIA llis094-torrisim1 bite..ILT8 Mn) Kali 0.73 (See,F10) Flange IOW bucklino(PLR WI - WA (Se.F10.3) - Description Und Major... Miner axis -- ----- -- Top grimaced Magill between later.support.(LbTop) 111 2.00 DESIGN FOR SHEN ../ flottem unbraced length between leleral supports(1b901) MI 2.90 Effective length factor tit) •••• 1,03 1,00 Sheer parallel to ineior axis,VS( lfin Effective length factor for torsion - 1.00 Length for axial terviion(1) 50 2.00 Ratio : 000 Unbraced compression length(Ls,Ly) . 111 2.03 2.00 Dapacall :3394 44 5.111 C.Eq. ;123 at 0.03% Length for tersion and ialerafeasionst buckling litl 2.00 Demand i 7.13 1008 Reference :(S.0) Additional hypotheses n=157 Core later.torsional ... No Lhs,gtipAi,gag,U2_mLg_g_LV,In r e i 3 ... . Terition field action No Ratio : 0 00 Single angle.nriected through width No No C50.150 : 1151.150 ft.b1 C.Eq. :0231(00014 Planar•tement Demand : .013 lib) Refer.. :(S..01 - SERVICE CONDONS DESIGN FOR 55040109 a=1.67) ..1 M - - Tension Verification Unit Value Ctri Ea Reference Ratio : 000 Capamy :7369.04 1101 Cut 00. :111 at 0000. Tension Maximum geometne slenderness(Lai - 112.07 (Sec 01) Demand : 1.83 5b1 Reel... :(Sec.51 Conipression DESIGN FOR COMPRESSION 0'5 1.67) of Georrietno critical slenderness(../0 - 81E1 1E53) Comp...lion Compression and flexure Ratio 0 CO 0110119411 )1) 003 c2f at 0 00% ; Capacity : 1280 47 511 CM Eq. :126.000% Demand : -1.62 5.b) Reference :(Sec.E) DEMON FOR TORSION f02.1.173 ot DESIGN CHECKS Torsion DESIGN FOR FLEXURE ti.1.17) v ... fp,,,,,,,.b.,,...;,....,,,.,MOO Rat. : 0 CC CaPacra ; 001110...) Col Eq :OA at 0 90% Rat. : 0 25 Demand : 0 00(Yar ftl Reference .(Sec HO) Capacity : 0 0150,131 D0 E. :026 ai 102 00% INTERACDON t/ Demand . 0.90 Ililiplfg Rerensoce :(S..F) Combined e.t.a and fissure interaction val. Intermediate read. Unit Value Reference Raeo : 0 n Yieltinoqiyig (Kir% 0.10 (Sec F) Cul Ea. : 023.0 00% Rerer.ee ;(934) t,atentiaaversil alaerst rve mro )13p'% 050 Wets Moil buckl.q(INLa Oft) - WA (See F) ),1031 9.11000 IF UN - IPA (Sec F) Vers1 002 (S..0103) Teres(n Nnsts si0160).12F2Ati - MS (Sec.F) Page9 Pageil Combined shear ar.tore ion Interaction value tending 4bot1t 140114,4X15,Raz Rotro : 000 Ratto . 003 C00 0l : o330050'4 Reference :(Eo 4 Si 00 S Capacity 044)050) 011100, :c26 at 10303% Demand . 0 01 pflp:Itl Perm.. ;(Sec F) . , - --- CRITICAL STRENGTH 8,030 of imatmediete iesults Unit Value 8304313,14 - - 33,(4036{UT) 1.0,1 0 73 (Sec F) Rate : 026 isteng-torsier.lbtielmisi it 113 N. 110p.1 073 (113.0100 COO Eq. : 023 et 0.00% )Tersia. :(112-)) Maio(e I..b..,300,003) - WA (Sec 010)) DESIGN FOR SHER It S.hear parallel to rnaor arts,03(OLIJ(0) Member : 2$(Spreader) Design states : OK Rage Caps.. ;3304 44(I.01 C.Eq. ;c25 at 0 Do% Demand : 10 83 511 Reference :(S.G) PROPERTIES Section.1.0 1.2_11_10,068 Shear parallel to minar.aittatal 130,9T Ratis : 0 00 cWm eEfts, .(cS24 a l G 0) 00% •:V..i- • k ,, Tana,. (13.43)4) 100 1001 Rail ; 050 Man Mu 26S fag C.44pact(y :730534 lie) 300 04 :c23 Al 0 0014 Detente 4)4) 020 1.1 Demand : 1 20(1,b) Reference :(Sec.0) Thiamen(0 007 (0n) DE01014 FOR COMpRESsiOtt cis(07) or 030380 properties LIM Major axis Km),ax., Fun tenth.34 abses.t.nal area(AO 5,21 021 compression /torrent o)nertat(local 8036)10 (14) 0.03 0.10 Moine.of Media(pnnepal aseel to 1.41 0.04 020 Ratio : 03,.) Bonding constant for inornar44(pnrcipal aiis)(4') (94 1.25 1.01 Capacity ; 1307 00)011 C11 Eq :0(4 30030% Fedi.of...ion(local axes)(( (A 026 0.88 Demand : .126[Lb) Reference :(030.6) Radius of gyration(pniscipal axes)(r) (n) az( 0.60 Sant.Venane a torsion consl ant(A (314) 0.00 cesictl FOR TORStON n.1.67j of. Warping Constant of the section(CA') 1.61 000 i Swan.horn cen(re.Mr shear conlim.(psinc,i,(pis)(.0,y0) (in) -0.93 -0.29 113 6040 Top etastic section modutus or the section(loca(axis)(Sum) prO( 0.02 011 Pattern elastic section modulus cl the section(local ant)(Sint) Pro) 0(0 0.15 Ratio 1 000 Top elastic sect.n modulus of the seotion(onnoipal axis)(3s.) (00) 0:32 0 13 Capacity : 000(0Ve) 0000. : eon,.elastic.section modulus of the...ion(pnes5(3.11 atn)(Vm1) ti."1 0.05 0.17 Demand ; 0.03(M.ift) Reference :(Sec.I-(3) ('lasbc sect.n moderrus(local a4194(5) pn3i 005 0 IP Rai..sepion modulus(principa(avit)CZ) (is)) 0,04 0.13 INTERACTION 0 Faar:adios of gyration(co) (in) 1.34 Area for shear 1001) 1.21 0.19 010 Combined a.41 and finiiate interaction value Tersonal 3004)65(5(13) (10n5) (.750942 Ratio ; 020 MattPal:057 0 Grg0 061d(Oen CM 00 : 320 at 130.00% ReIereme :0;2-1) . . Paget0 Page12 r4-- i . ,..,, 1 gr=n1 MEM Z t go . . . . . . • • i 8-1C.,91. g 6 3 g n.... g 6..0.. 8 g .6 06 ' i ,--.- .I..: " iStMUMMUEE2 -,--- : 4 : i' 1 . . i •- : i - : . . § al ,11 i di . . , . . . . . . . : . , • dE _ FF • Arn-r-gELS-4'2222V.7 ..'?.. 8:1 .1. n11. 51 51 .,„. ow LI il : : 'LI : ; : li , & . • EEK ".,ir-', , . . . . . . • ”A' IM1 1 . . . , . . . . . . • . i FF I q -... ; 1 N5 ",;1 NN NIN R.. NN " :::- L a 84F, C sii SOS i ;r414.1 : ;1 :s: : , - , , 1sr*, :. 31- -0 - ,-,°-3. 1 :1:2 i _. E 1, 1 .,72-:i ti T i T „3 ... ; i.': s 1! 1 ___ ___ ..2,, ___ CI 5 !__ 1 1 t 'Z' I 1 . . -'' • i g if gi A 1 E E :4 I11 E 5. ,3 ! • l!' 9.: ; ' . g : . . II ,,,ri i . • ,, ' C 5 ,s' • •, • 7.- 4 .0. 44 $: 1 1 - I 'T. -s-Igzag1,1g4, v'.2g...32!zEiEs,, q Tt_--E._ g, ,___, „.. s . ----- , 8 ..46,8ss.“ 1.Es.a?,E, ....... . r ttggg;gggW. 3 4 .a.w ,,:g g gi ..7:. .J-',YCH as FO.Iraftl!k]itg;g n . - ,----,, . W '1°°'-st,,,t, ..-.1.i‘,.$s',5f-s. ..,,. II. E- ,r . , ._,,t,„ „ i 5 r•.p..,-,..? E,,-.0.2 , Li-1 '1* 28' i 47'' ' Eli' 2hilliinWhili:i i I Z VP11! ,71EggNg g ,,7 i i 5 , . F..' . t g . ,,,•: p..., , . gggt.Ig . . . : 8 . . . . •. : 0 1 888A = 88£03888 2 CI ',11 g ,?-'",1*6!•." i .?i 1,225r0.152Pag-laigS,t' . . i ..•! . . j I i . Cict 1?-&11i , I L'EigEg 1 11 I gi & I g - - • 11 '' : I' 1 ItIfiAnt" I li -'''-'7 gla8 4V-t'cft1451inil . e! '1 i!iln" 1..it E BlV4VCIsisi '''°9 i itli 1 g WWI =lit! I 5 I ii 1, 'Ll' i g ill lildil; 0t.,..4 ...1 , . 7.,.•Rit 2 ,.. - . . ,..„1._ _ li - ; r, i i ti 51 .•_ . ,>,' ';"2.11 11.1tIiiiilliiti§:t1 1 i !If! g I iiliPt ilif.; 11 li II ii "if.; 1 i Iiirig! 42airigtAn11:aa 1 I '-..1;za EI s !Igs .3.-5.5 (LT,sz w . w . . . , , Description Unit Value /r"y Intermediate results Unit Value Reference �(,,.t�t Yield stress(Fr): 1KIp1,4) SO 00 Tensile strength(Fu): (K1 121 tZ 35 Nominal{y rap ngsion atirgndth jpl (Lb) .386520 (Eq.C4.1) Etash ty hfodulus(E): [K1p1n21 296(0.00 CgmOreasidA afrra+gth facto?('N1 - 4,80 (See.C4-1) Shear modulus for steel(G): (Kiprm2) 11507.94 DESIGN FOR TORSION yr DESIGN CRITERIA Torsion DescttpUon Unit Major axis Minor ay is Retie 0 0 0apa000 6.01(MJp•O) Cid EO. :523 at 77,00% ERactize length factor(10 - 1,78 1.83 Demand 1 0.00 Mire) Reference :(AISC,Sec.I-0 6 ttectne length fatter for torsion - 1,00 Unbraced eompmselen length(lye,Ly) (R) 1,00 100 Length for(onion and lateraidorsiOnal buckling (Ill 0.00 intermediate results Unit Value Reference Lateral bracing - Yes Yes - Vp.Minaiter;lgn 110141) (kip•R[ 001 Additional hypotheses Te(,Idn r4tt strc n Nclor I Q) - 1.87 Exams length (to) 000 Fastened to suppari No __..��_._... - CAminuuus lateral torsional restraint No DESIGN FOR CRIPPLING(WA) SERVICE CONDITIONS INTERACTION I Verification Unit Value Cat ED Reference ,Vomhined bending and web tripnlnd rang Maximum geomKdc alenaemeu lljr) - 41 91 (Corn.C4F) Rath 000 Geomelnc aloodemese(KU() - 76 87 Ctd Eq. :001 al 000% Deflection in compression andfor bending gr.) 004 025 at 100.00% DESIGN CHECKS 'The equation has been modelled fora maximum ratio equal to 1.0 Combined bending and an at ratio(e.xf DESIGN FOR FLEXURE I 6endind about maior axis,M32 CM 005 ad Eq. .026 at 10.42% Ratio 006 Reference :CO 3.1-1 Capacity 0.12110p`4) CO Eq. :526 at 10.42% Combined bending and Shear ratio Nig Demand 1 0.01)01p4) Reference :(Sec C3) Ratio 0 15 Cod 01, :524 a1 10.47.% intermediate resuttO Writ Value Re(ermce Reference :C3,3.1.1 Nome.flexural alrgngth(Maxi trp14) 0 21 (sac,03) Combined goatee and tension ratio P4ndug rnr_1rSP.1 fa tie(t_I - 1 67 (Sec C3.1,1) Ratio . 018 Cut Eq. :024 at 10.42% pending about minor a4is.0122 Reference :C5,1.1.2 Ratio 015 Combined flexure and Com0reaa10n nano Cap461), 008(K)p•ft) Con Eq :024 at 10 42% Demand -0 01[Keel ReMeence :(Sec CO) Rata 021 CM Eq. :124 at 10 42% Reference :C-5 2.1-3 00)0)041.STRENGTH PATIO J Page-17 Page14 Intermediate mutts Unit Valve Reference Rate C.+ LTD.'0 �1.£hSZnetR(Mr>t) - an Eq 024 al 10 41% Reference :C521-3 Pending strenKn 110161 1 (KW-fit 0 i3 (Sec G3) S�2.. - 157 (Sec.C3 1.1) I FOR SHEA: _ - Member - 3(column) %heat parallel M 10)0014110,V2 Design status , OK Ratio 001 Capacity : 2231.44(LL) CM Eq :526 a(77 06% PROPERTIES Demand 12.01(lb) Reformer 1 (Sec C3.2) Section:aia1L.0 1.541.50068 Intennediete results Unit Value Reference Norrvnat shears)reoa0 Nn1 (Lb1 3563 t6 (Sea D32) ,�, .r( $earse,moth here( i - 1.60 (Sec 03,21) 2 7 i s Shegr-44ral(4 m realer seta(5 i .-^- a Ratio 1 001 Flange width(a) 151 (to) Capacity 1 1118 74(le) CM'65 :c24 at 000% Inane bend radius(r) 0.19 [n) Demand 1355(Lb) Reference :(Sec.C32) Thickness(t) 007 [(,) - 5ectionprapen+es Unit Ma)orayis Minor axis • tnlermediats results Una Value Pete fence Fail unreduced Cro4ameIirn21 aria tag) (.n2) 0 14 Idorne16 of inertia(total ales)(0 1154) 004 004 )lemma)seem Oferselh 0r0 (Lb) 175168 (Sec C32) Moment of inertia(principal area)el (#4) 007 002 Sheer srlenrtn 1,0151(4,i1 - 1.€0 (Sic.03 2 1) Bend constant for moments;prairie,'azis ug )(3.) [e+1 006 1.10 _ -- Radius of gyration 4400 eats)(r) (10) 0,48 0,46 05dius 51 Oration fprmcipa!ales)(r) (in) 0 61 0 20 0651.514 FOR TENSION a/ Sa)r0-Verun1s torsion constant 13) P0.6 0130 J Warping revs:am of the section t0-re (061 0 00 T )5n 0stance from centred to shear cantor(pnrwpal as.)(44,y0} (in) -0 54 010 Tap elastic s4eann 111.411111 of the section(local axis)Own) in3 004 004 Rano 1 501 Bottom Mash:section modulus of the section(local axle)(Sint) (in3 010 0.10 Capacty 1 5777,72(lb) C14 Eq. 1 525 00.00% Ten elastic section modulus a(the sachet(princysal axis)(5'sup) in3 0 07 0.03 Demare 6500(l5) Reference :(Eq.C2.1) Bottom elastic section modulus of the section)pnneipal ens)151100 100 0.07 0 03 Pinsk ucben modulus(local exit)(2) tin) 0.0S 0.05 - Mastic section modulus tpnnetpai axis)(Z) in3 0 10 0 55 Intermediate redutts Unit Value Reference Polar radnm of gyration(re) fin) 0 6 NernMal tension 4)14041*(Tai (Lb) 5648 80 (5ec.C2) Area rsional mode us 1100 )14 0.32 0.14 T60sion snength e - } I)Im)1 221E*OZ �..j 1151 1.67 {Sec.C.) - Material:A5700,50 cold Form DESIGN FOR COMPRESSION 1I Description Unit Value Cnmores5(00 Yield stress(Fyy �T- --- )7,(p4n70 50.00 Tensile atrongih(Fu). (Krp4M2) 85 30 Rabb - 1 055 Elasticity ModlAtrr(El: (4ip411) 2900.00 Capacity :-2026 78(Lbl Cid E4. 1 c26 41 0,00% Shear modulus for sled:(5). (Kipfin2( 11507,54 Demand 1 -107.16(Lb) Reference 1 (Sec.Ca) -------- ()E81(3 N CRITERIA Pege10 Page?0 . 1 Description Unit M I or axis Miner axis al Intermediate results - Unit Value Reference I Effective length factor(10 - S,53 S.78 Effective length factor tor torsion - 1.61) alominaI tomen strength iKil,fii 00i Unbraced compression length(Le,Lei IN 1.00 1.09 Torsion strtreth fa tor(41 - 1.67 Length for torsion and latenalitorsIona)bUckling 99 8 PO Lateral bracing - Yee Yes DESIGN FOR OR1PPUNG NA) Additional hYPothesea Deaner;length N1I 0.00 -. Fastened to support No Continuous latent torsional reStiaint No tNTERACTION J Combined benthrto and web Oripoling rat lig SERVICE CONDITIONS Ratio : 000 CM Eq :c01 at 0.60% Verification Und Val. GUI EQ Reference Maximum geometric siondemees Oar) - 409/ rom Can 'The equation has been modified for a maximum ratio equal to 1.0 Geornatoo skodsonels(KIM - 74 42 Deflection th compression andror tending (1.9 0.04 c2.4 at 0000004 Combined bendino and shear ratio Per) - Ratio : 009 DESIGN CHECKS Cot Eq. :o24 at 1042% Referent* :C3.3.1-1 DESIGN FOR FLEXURE V 090nittnrid 0tNP07 and shear ratio 0141 ittnt.lind about maior axi...t.47.9 Rata, : 0.12 Ratio . 009 Cld Eq. :c25 at 10 42% Capacity : 0.12(1(01) Cot Eq. :e24.110.42% Reference :C3.3.1-1 Demand : .001 11<ipsfti Reference :(Sec 03) p.,,,t,i.d Item.ano tension retio Interment.results Unit Virtue Relthence Rate : 010 - Cod Eq. :c26 at 1042% Nominal flertmal Itrenoth rit,..) K71,1 0.21 (S..(73) Referee. :C3.1,1-2 Pen..ethongth Mow(gig) - 1.87 (See 03.1.1) Combined fienao oral compression ratio ______ Pendind about miner ih„144"2 Rate : 0 21 Col Est .c26 at 0042% Rate 0 13 Referertot .05 2.1-3 . Capacity : 0.08(10)011 Cool Eq :4025 et 10.42% Derrano • 00/(KVA) Reference :(Sec 011 CRITICAL STRENGTH PA/TO V intermediate results Uret Value Reference Rate : 021 - Coi E. : c28 at 1042% Reefer. :C52 13 Nentnal femme strength Wm) fkipsfq 0.13 (Sec 03) 1Senthre etroseth rocig/Li 4.121 - 1.67 (Sec 03 1.1) DESIGN FOR SHEA:. V Sheer Pai311e1 tek Mai,4.4.V1 Rah* : 071 C7NtaCtrY ,2239.48 9..bi GM Eo :c24 of 0 00% DerranO : .0355)15) Reference :(Soo 032) Page21 Poge23 --- Intermediate results Unit Val. Reference - - --- times"11 1,,,,gr_etrereth(111 (It) 35E3 16 (Sec C3 2) 5.ar stronm.h,..,.I 473 160 (Sec C3 2 1) --- Eriter pqr.t114,1 lq maior ar,V3 Rate : 00/ Cspaney :1 019 74(Lt) 00004 :c25 st 89 % Demand : -IS 07 9.5) Reference .(Soo 032) Inte0100re4oarre.Nt0u016 9n0t Value Reference Nominal 510.01 oval.,Pint T.6I /76/18 (Sec(32) SI0.p4I00n73o factor(+LI - 16/0 (Sec 03 2 11 --- - DESIGN FOR TENSION V Ralss : 000 C.fittUtly ;5777 72)L73 Cod Eq. .c25 at 0 OCts C,..maroi . 83.20(0.5) Reference '(Ert.02.0/ - -- Intermesttate results Und V21116 Refetenc . --.- 55011073jr,0.= 11,/I7) (1t) 0640.6) (S.C.02) Torsion strenatbActoLt t) 1 67 (Etc 02) DESIGN POR COMPRESSION V i rirsier4Satert Re. : 000 Capacity •-293239)15) CO Eq. :c20 at 0 01,14 Demand , -000(0 tLIA Raterence I(Sec.C.4) Intermediate Mulls Unit Value Reference LL=h-el_Porneressien siren."(PM 11.11 0)00027 (Eq.Cal) c,.ornorecticnipxylth factor(4C.) - 1.80 (Sec.C.4•1) DESIGN FOR TORSION V Torsion Ratio : 0.03 Capacity : 0,01 Via'5 01,1 EQ. :025 al 77.0b% Demand : 0.00 fkip'111 Reference :(05C,Sec ii) 909022 a 1/8. , C-1095 BLUE C-1095 BLUE C-1095 BLUE , --r TEMPERED TEMPERED TEMPERED . •i C:2 e--, E CARRIAGE FRAME IS MADE ALL OF 004. SPRING STEEL SPRING STEEL SPRING STEEL , s AUGE GALVANIZED STEEL. ...,...7 ,/,..,, . „///,.: /7if"' '7/„ l' gli■ /11#1 ,...,'--"' '-) =44.----- ."•,,,..., . iv // ,ililkiairi"/F.7 1/4ii j ri 1/11.11 :1 41„ n // 111MI/1.. .,iliffintilin will110, ,,,,,,...„„ iliinfloft„ iiaiiir,,zu ilk ilfillIkl, Iliumim, ''' 000°'' - ''''''''' CD ■,.,,, b 6061-T6 6061-T6 6061-T6 ALUMINUM ALUMINUM ALUMINUM e-1 ..1- , .4 , ,..,. .. 4401.•••••01000°"..* °I* ,-, -----_-:: ,„ WO M CO N. (ill CHAIN TRACK DETAIL 21:.E1 ANTI-TIP TRACK DETAIL N. '4 STANDARD TRACK DETAIL s•- r-1 \34 STANDARD ANCHOR 4°, CORNERS ARE _ I Mi.w/A I vr LIP ABOVE THE CARRIAGE SUREAU 0 0 0 0 0 hilf) ,,... 44111111111k11644410#0,-'-'-':-'' / 24 1/2" / ,---,.... ___ .., PEGBOARD IS BOLTED ON,ON NUT ..' 1 1111 1 8 • a alrarill : , ... ••I . , WHEEL IS A PERMANENTLY • ,, ,,,„/) 1 4. uilica.wza • • I. "we , o , SPACER 1.„. -,iip 0 i./ 0 ! /441.14f.BASt 12.014 CENTER MAX. • AlitI4IPHOOK a 9 M 9 1 J CARRIAGE ,r4)ANTI TIP ASSEMBLY(2 PER) i,A1 CUT VIEW"A" a 0 , , . ALL SIDES OF SHELF I 1/2. 1 VT o , \.■ /7 ii ”.,___:,- ...„-----\ % ii /4 ,, .... V ci "-IA GA. It I,/ 6 , .," \ ',,\ '■1 ,,,\ / 9... , 11427 „, lil r-----1 . ,,,:--------3 .s,.. , \ , \,,,, ,4 ,, , ■-.—,......■a.... 0 V Y ,„ it .... "V '' Nitkol:S. \ * ‘: - . " N. 1%, 44*. •—‘‘ //... avail ,, ,11, ,I;4 4 4 N 1/\\ iii V■ !FA /'' ' V q ti.id mil=416" .210 i ‘. \\ % 0 I=Mr/111111111111■1111111111114 MIME KEY SLOT DETAIL /7 \N, a 1 5 ANGLE POST DJ DOUBLE RIVET LOW PROFILE BEAM r-7-.)SHOULDER RIVET(55,000 PSI) rem,WIRE SHELF /1 '‘ 't ,. . , al VARIES 4- NOTES: 10 1/2" . .: , \*144/: ,...--, -r-‘I '111114*,,,,i ---- .----,,,,•:--4 ,.41 -. :•-:-'14.i■killt,,/ - , •--_---i.,,'r4v/ <40--Afr..A,,4 1 ,st oicrtm. s 0A PROff \CkV"— 4 44 14°11'44.4,p * ‘,.... i., 4 .• I. SLAB THICKNESS'..4"MINIMUM 2. SLAB CONCRETE STRENGTH....3000 PSI MINIMUM 3. STEEL STORAGE HACKS DESIGNED W/ACCORDANCE MIN IBC 2006 4. PROVIDE PARTIAL INSPECTOIN FOR EXPANSION ANCHOR INSTALLATION IN ACCORDANCE 4V/IBC 1707.6 5. EXPANSION ANCHORS TO BE SIZE AND LENG1 H INDICAIED ON DETAIL AND SHALL BE ONE OF NIL FOLLOWING •i: . :.:** : _......................, ...tai, .#V.r,04, f 7 ,b5PE A NILTIT KWIK BOLT El(ICC-ES ESR 1917) VARIES 3/4.X 14 CIA.STRAP \ATTACH WI If4 X3/4. HEX HEAD BOLT (4)REQ0D PER X•BRACE SET .4107(r.--::-; ,■ Cr'' , A01111:1:" -,,-- ;\ :'* :-"-.' ,','%,..--'"<' -, , .---- _ , . % •iigo .... ....... OREGON 40 °O 44.-as,1,tp42-1 ' ? -POWERS FAST ENERS POWER STUD(ICC-ES ESR 2618) -OR ICC-ES APPROVED EQUAL CALCULATIONS BY: INC. `'.°4" I '1.-'1" I ,gtt. AMBROSE ENGINEERING NC PROS1111 MEG arid Merchandising Equipment Group,U.C. THU'. MEG MOBILE DETAILS I EXPIRES .‘,20/0 Wfk N215 Comma.Coen Snit,I OM(tilatblli 2 WI.52.0 I 2 STORE 41212 SHEET I OF 1 262. .-602 FAX 262. -11 (7)X BRACES AT EACH END ,0 sus s...3.1.7.,V4 5.411.0.. e;ni q a au l',112 i't alill'en,t<OM SW*il,•OF6 ,.,,,,,.0 N.V5, X-BRACE Oik' X-BRACE LOCATION J I 1.741 0.,,,N1,77. [V..,-a,•■••,,,,,•...,,,,, CALC237 A _ „ T 5' I' T T T T , , 1 , , „ „ ., ...,_ _ __ _ ,r,„..„..,..„... ,,, ,,,,,,,,--7 • a 1 i 1 1 1 1 a 1 it i 1 1 1• 111 1 a 1 1 1.1111/ 1 i 111 11 1 1 1 1 1111 irk., 1 Illg !••■.7.7.:: 1 : / : 11 11 41.11111.ht, `j 1 1 1 , II 1 MIN r.1 t\ i ti i t 1 t •I 11111— a - ._Waill IIIII 0 It.: I .... * --iiitiquitr II.11111 t____,---- 11 .1 11 • •••• Al HIMIS raill■_ 11 1 111' I -Fa ii 11, I- 111 . :% . . II n 1.111.11 In.1••A 0.0 .. alit .. n91 11■IA ang % .. 1'. EE 1'I 1. • •I■I mil. 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' ' '' ••• . • ' ' • ., ... •,4, 7 7, , , DIVIS I ION -GENERAL REQUIREMENTS DIVISION 4-MASONRY .DIVISION 5-METAL FABRICATIONS I,DIVISION 9-FINISHES : WOOD STRIP AND PLANK FLOORING .• .E.E , . E METAL SUPPORT'SYSTEM VELE_LE___...........L STUDS ..: L E I. THE WORK INCLUDES NEIN TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER SQUARE FOOT CALCULATIONS AS I, GENERAL I. PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENINGS, AND ACCESSORIES 1 I. GENERAL ‘ NOTED ON NE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUCTING WALLS AND CEILINGS PER 'PACIFIC SUNWEAR" Li. SUMMARY REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. 1. PROVIDE CHANNEL-SHAPED ROLL FORMED SI-IEET STEEL MEMBERS CONFORMING WITH ASTM C640, HOT DIPPED FINIS14 1,01 THIS SECTION INCLUDES FINIS I4 WOOD FLOORING AT DISPLAY AREA PLATFORM AS INDICATED, REFER TO FLOOR FINISH PLAN I - STANDARD FINISHES, DETAILS AND SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS. 1.1.A. FACE BRICK PROVIDED BY TENANT ' 2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH 51-1EET STEEL, FREE FROM SCALE AND PITTING AND OT1-IER DEFECTS . le,IHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE. PROVIDE 16 GAUGE AT DOOR JAMBS FOR LOCATIONS AS INDICATED. , , 2. CONTRACTORS SHALL VISIT TI-IF. PREMISES WHILE BIDDING AND SHALL FAMILIARIZE TI4EMSELVES WITH EXISTING 1.I,B, MORTAR AND GROUT PROVIDED BY TENANT '' AFFECTING APPEARANCE, ; 2. PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS TI-IAN 16 GAUGE. ' 1,02 INCLUDES FLOOR PREPARATION BY THE TENANT G.C. , , ,. I CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE 1.I.C. TILES AND ANCHORS ,3. TUBING SIAALL CONFORM TO REQUIREMENTS OF ASTM A5'00 OR A501 AS APPROVED. :3. PROVIDE ROLL HAT-51-1APE.D CHANNELS MINIMUM 20 GAUGE, 7/e," DEEP IAIITH 1/2" I4EMMED EDGES. HOT DIPPED FINISH INI-IERE ' 2. EXECUTION COPYRIGHT NOTICE: , ' BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURATE IID, MISCELLANEOUS MASONRY ACCESSORIES 4. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES I NOTED. 2.01 EXAMINATION , DIMENSIONING. 1.2. QUALITY ASSURANCE WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS T14AN 1,0 MIL DRY FILM 4. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE. A. EXAMINE SUBSTRATE (PLYWOOD SHEATHING OVER METAL DECKING) AREAS AND CONDITIONS, WITI-I INSTALLER These drawings and specifications are copyrighted and subject to copyright , 3. PRIOR TO BEGINNING TI-IE WORK, VERIFY ALL FASTING DIMENSIONS AND SQUARE FOOTAGES. NOTIFY NE TENANT OF 1.2.A. SOURCE LIMITATIONS FOR MASONRY UNITS: OBTAIN EXPOSED MASONRY UNITS OF A UNIFORM TEXTURE AND COLOR, OR THICKNESS. PRESENT, FOR COMPLIANCE IAIITI-I REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING , pirtection as an"architectural worie under sec.102 ot the copyright act,17 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754. , u.S.C,As amended January 2003. The prottion includes,without : COMPLIANCE OR DISCREPANCIES, COMPARING THOSE DISCREPANCIES TO TI-IE NUMBERS ON THE TITLE SHEET. A UNIFORM BLENC WITI-IIN THE RANGES ACCEPTED FOR THESE CHARACTERISTICS, TI-IROUGH OVE SOURCE FROM A 5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK /;.\ND WINDOW AND/OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN PERFORMANCE, , . limitation,the overall form,arrangement and composition of spaces,and . 4, CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CONSTRUCTION SINGLE MANUFACTURER FOR EACH PRODUCT REQUIRED. '6. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF *TM A321. ' TOP TRACKS. I. VERIFY THAT SUBSTRATES COMPLY WITH TOLERANCES AND OTHER REQUIREMENTS SPECIFIED IN OTHER SECTIONS. , elements of the design. Under such protection, unauthorized use of these ' PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 1.2.13. SOURCE LIMITATIONS FOR MORTAR MATERIALS: OBTAIN MORTAR INGREDIENTS OF A UNIFORM ouALrry, INCLUDING • 7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B22I. REVEALS TO BE BLACK ANODIZED FINISH. (UNLESS OTHERWISE 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS AND 2.02 PREPARATION drawings and specifications may result in cessation of construction,building N 5. ALL RUBBISH AND TRASH SHALL BE REMOVED FROM WE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO RUBBISH COLOR FOR EXPOSED MASORNY, FROM A SINGLE MANUFACTURER FOR WACH CEMENTITIOUS COMPONENT AND FROM ONE NOTED) LIGI-ITING FIXTURES. A. BROOM OR VACUUM CLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE PRODUCT INSTALLATION. AFTER seizure,and/or monetary liability. , SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACH DAY. ALL DRAWINGS HEREIN CREATE AN ENTIRE SOURCE OR PRODUCER FOR EAC1-1 AGGREGATE. 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. NO EXPOSED FASTENERS 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON CLEANING, EXAMINE SUBSTRATES FOR MOISTURE OR DUST, PROCEED WITH INSTALLATION ONLY AFTER CONDITIONS • PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING 1.2.C. FIRE-RESISTANCE RATINGS: WHERE INDICATED, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE OF ALLOWED ON AN PART OF STOREFRONT. DRAWINGS. I-IAVE BEEN CORRECTED. THEIR HIDDEN OR EXPOSED WORK WIN OTHER RELATED TRADES. ASSEMBLIES WITH FIRE-RESISTANCE RATINGS DETERMINED PER ASTM E 1161 BY A TESTING AND INSPECTING AGENCY, 9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH , 6, COORDINATE ALL WORK OF TI-IE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY BY EQUIVALENT CONCRETE MASONRY THICKNESS, OR BY OTHER MEAS, AS ACCEPTABLE TO AUNIORITIES 14AVING REQUIREMENTS OF ASTI1 A307; INCLUDE NECESSARY NUTS AND PLAIN IHARDENED WASHERS. FOR MEMBERS FOR SUPPORT 9. PROVIDE DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS 2.03 SUB-FLOOR INSTALLATION: INSTALL SUB-FLOOR MATERIAL ON RAISED METAL DECKING (REFER TO CONSTRUCTION ABUTTING OTHER CONSTRUCTION. DRAWINGS), PLYWOOD SHALL BE DRY, NOT WARPED, OR 14EAVILY WILED. SUB-FLOOR SHALL NOT EXCEED 6% MOISTURE INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF JURISDICTION. OF STRUCTURAL MEMBERS OR CONNECTION TI-IERETO, USE FASTENERS CONFORMING WIN ASTM A325. FOR STAINLESS 10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL-1-1UNG CABINETS, EQUIPMENT, CONTENT. ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS WHICH 1.3. DELIVERY, STORAGE AND 14ANDLING STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. FIXTURES AND ACCESSORIES OF NOT LESS THAN 20 A. MATERIAL PROVIDE SUPPORT IN WALL OR PARTITION FRAMING A. INSTALL SUB-FLOORING WITH SCREWS TO METAL DECK. SPACE FASTENERS AT 12 INCI-IES O.C. AT TI-IE PERIMETER AND HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. 1.3.A, STORE CEMENTITIOUS MATERIALS ON ELEVATED PLATFORMS, UNDER COVER AND IN A DRY LOCATION. DO NOT USE 10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS, AND EQUIPMENT SYSTEM WHEREVER WALL. HUNG CABINETS AND E.:QUIPMENT ARE INDICATED ON DRAWINGS. AND WHERE REQUIRED FOR THROUGH THE CENTER OF WE PANELS. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK AND FIRE SPRINKLER CEMENTITIOUS MATERIALS TI-IAT HAVE BECOME DAMP. REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS. MOUNTING OF MISCELANEOUS ITEMS REQUIRING BACKING. B. SAND FLUSH ANY SUB-FLOORING SNIEETS NAT MAY WARP OR CUP AFTER INSTALLATION. CLEAN ALL JOINT GAPS OF SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMMATICALLY ON DRAWINGS. 1.3.8. STORE BRICK UNITS IN A DRY LOCATION. IF UNITS BECOME WET, DO NO INSTALL UNTIL THEY ARE DRY. 11, VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING, FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS 11. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITI-1 ASTM STANDARDS. ERECT DUST AND DUCT TAPE ALL JOINTS TO PREVENT DUST BUILDUP IN GAPS BEFORE AND DURING THE INSTALLATION OF 7. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION I.3.C. DELIVER PREBLENDED, DRY MORTAT MIX IN MOISTURE RESISTANT CONTAINERS DESIGNED FOR LIFTING AND EMPTYING. AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT STUDS ON 16" OR 24' (As INDICATED) CENTERS AND SECURE TO TRACK, INSTALL HEAD TRACK IN ACCORDANCE WITH WOOD FLOORING!. EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION I.3.D. STORE MASONRY ACCESSORIES, INCLUDING METAL ITEMS, TO PREVENT CORROSION AND ACCUMULATION OF DIRT AND AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH DETAILS. INSTALL BLOCKING, BRACING, AND ANCHOR STRIPS; LEAVE READY TO RECEIVE FINISH MATERIALS. C. G.C. SI4ALL PAINT ENTIRE SUBFLOORING ASSEMBLY BELOW FINISHED PORCH FLOORING WITH FLAT BLACK PAINT. OF WORK, INCLUDING PERMITS. UTILITIES SI-IALL BE PROVIDED BY TENANT. OIL. WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTI-1 TO 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL 2.04 FINISH FLOORING INSTALLATION: WOOD FLOORING SI-IALL BE INSTALLED USING 1 1/2" FASTENERS AND ADHESIVE OVER B. TENANT G.C. SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCORDANCE NITI-I THE REQUIREMENTS OF THE 1..4. PROJECT CONDITIONS MATCH ADJACENT SURFACES; ROUGH JOINT SURFACES NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. SUBFLCORING ON METAL DECKING. FLOORING SHALL BE NAILED/FASTENED EVERY 12 INCHES AND 2 INCHES FROM EACH LANDLORD AND TNIE TENANT. VERIFY AND COORDINATE WITH THE TENANT'S PROJECT MANAGER, ANY ADDITIONAL 1.4.A. STAIN PREVENTION: PREVENT GROUT AND MORTAR FROM STAINING THE FACE OF MASONRY TO BE LEFT EXPOSED OR SPECIFICALLY INDICATED OR APPROVED; WI-IEN USED, DRAW UP TIT AND TIE THREADS TO PREVENT LOOSENING. ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. BOARD END. REQUIREMENTS. PAINTED. IMMEDIATELY REMOVE GROUT AND MORTAR THAT COME IN CONTACT WITH SUCI-I MASONRY. 12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISI-IED. TOUCH-UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION 13. PROVIDE KICK BRACING IN ACCORDANCE WITI-I INDUSTRY STANDARDS FOR WALL STUDS, CEILING MEMBERS, DRAFT OR A. INSTALL PREFINISHED WOOD PLANKS WITH IDIRECTIONALISMI AS INDICATED ON CONSTRUCTION DOCUMENTS AND 9. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE 1.4.A.1. PROTECT SILLS, LEDGES, AND PROJECTIONS FROM MORTAR DROPPINGS, WITH SAME MATERIAL. SMOKE STOPS AND CURTAIN WALLS. COORDINATE ORIENTATION WITH OWNER'S CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK CONTINUED FOR TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK. I.4.A.2. PROTECT SURFACES OF WINDOW AND DOOR FRAMES, AS WELL AS SIMILAR PRODUCTS WITI-I PAINTED AND INTEGRAL 13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT INSTALLATION ON SLAB 10. ALL CONTRACTORS MUST STAY BEI-IIND TI-IE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF FINISHES, FROM MORTAR DROPPINGS. ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CI4ROMATE PRIMER. GYPSUM WALL BOARD 2.05 STOREFRONT ENTRANCE: WOOD TO BE PROVIDED BY TENANT AND INSTALLED BY TENANT G.C. CONSULT CONSTRUCTION CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN STOREFRONT WILL. RESULT IN BUILDING 2. PRODUCTS 14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE MANAGER FOR FURTHER INFORMATION. MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CI-IARGES FOR MAINTENANCE WILL BE BILLED TO 2.1. MANUFACTURERS INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED 1, PROVIDE Gypsum WALL PANELS MANUFACTURED IN ACCORDANCE WIN REQUIREMENTS OF ASTM 336. GENERAL CONTRACTOR. 2.I.A. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITI-1 REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DWRS AND ELSEWHERE, AS REQUIRED. 2. PROVIDE TYPE 'X' FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED it QUALIFIED FOR 1440UR RATING, RESILIENT BASE 11. COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCNIEDULED ACTIVITIES AT THE WORK INCLUDE, BUT ARE NOT LIMITED TO, PRODUCTS SPECIFIED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS; TAPERED AND ROUNDED Al EDGES AS INDICATED ON DRAWINGS, OUTSET OF CONSTRUCTION. 2.1.8. PRODUCTS: SUBJECT TO COMPLIANCE WITI-I REQUIREMENTS, PROVIDE ONE OF THE PRODUCTS SPECIFIED. WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 1. INSTALL COVE BASE IN AREAS AS CALLED FOR IN PLANS AND/OR ELEVATIONS. 12, ALLOWABLE TOLERANCES - UNLESS ONERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY TO ALL 2.1.C. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, 141-1ETI-IER IMPLIED OR INDICATED. SET ACCURATELY IN 4. WATER RESISTANT GYPSUM WALL BOARD SMALL BE 5/8" THICK, QUALIFIED FOR 1-1-1OUR RATING, TAPERED AND ROUNDED 2. PROVIDE PREMOLDED INSIDE AND OUTSIDE CORNERS FOR ALL CONDITIONS AT WHICH CORNERS ARE TO BE USED. JOB WORK: TI-IAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, MANUFACTURERS SPECIFIED. POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO NE EDGES AND SHALL BE INSTALLED IN ALL WET AREAS AS INDICATED ON DRAWINGS. MITERING 51441- BE PERMITTED ONLY UPON OWNER'S APPROVAL. a. ALL VERTICAL SURFACES Sl4ALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. 2.2. MASONRY UNITS INSTALLATION. S. PROVIDE FASTENERS IN ACCORDANCE W/ ASTM C646; UNLESS OTI-IERWISE NOTED OR INDICATED, PROVIDE TYPE '5' BUGLE 3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF TI-IE MATERIAL TO WHICH IT 15 APPLIED. b. II-1E MAXIMUM DEVIATION FROM II-1E TRUE PLANE FOR VERTICAL AND 140RIZONTAL SURFACES 2.2.A. DEFECTIVE UNITS: REFERENCED MAWNRY UNIT STANDARDS MAY ALLOW A CERTAIN PERCENTAGE OF UNITS TO EXCEED SHALL NOT BE GREATER THAN 1/8" IN 101-0" AS MEASURED BY A STRAIGNT EDGE PLACED ANYINI-IERE ON THE TOLERANCES AND TO CONTAIN CHIPS, CRACKS, OR OTHER DEFECTS EXCEEDING LIMITS STATED IN WE STANDARDS. DIVISION 6-WOOD AND PLASTICS HEAD SCREWS FOR ATTACI-IMENT OF WALL BOARD TO METAL FRAMING, AND TYPE '5' PAN HEAD SCREWS FOR ATTACHMENT 4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. REPAIR DAMAGED SURFACES PRIOR TO SURFACE. DO NOT USE UNITS WHERE SUCH DEFECTS, INCLUDING DIMENSIONS THAT VARY FROM SPECIFIED DIMENSIONS BY MORE OF FRAMING TO DOOR FRAMES. INSTALLATION. ' C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. THAN STATED TOLERANCES, WILL BE EXPOSED IN THE COMPLETED WORK OR WILL IMPAIR TI-IE QUALITY OF COMPLETED I. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN Mt 6. PROVIDE ALL INCIDENTAL * ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQID FOR SATISFACTORY 5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT SURFACE, IN ACCORDANCE WITH TI-IE d. WALL AND SOFFIT INTERSECTIONS SHALL BE VOR THE EXACT ANGLE INDICATED OR INTENDED. MASONRY. 2. PROVIDE ALL NECESSARY ROUGH NIARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. TIMING RECOMMENDED BY TI-IE MANUFACTURER, USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY II-1E C. ALL CORNERS AND EDGES SI-IALL BE STRAIGI-IT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISI4ES. 2.3. BRICK ARCHITECT. 7. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT CONSTRUCTION, INCLUDING MANUFACTURER. , , , F. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. 2.3.A. GENERAL: WORK INCLUDE, NUT ARE NOT LIMITED TO, PRODUCTS SPECIFIED. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "5" TRIM 14EAD SCREWS FOR ATTACI-IMENT OR WOOD TRIM AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE g. SCRIBE ALL WOOD OR METAL BASE AT STOREFRONT, SALES AREA AND FITTING ROOM AREA. 2.3.A.1. FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED TO METAL STUDS, RUNNERS, OR FURRING. POLY-SULFIDE SEALANT; WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT. SUSPENDED ACOUSTICAL CEILING h. ALL OPERABLE ITEMS WALL OPERATE SMOOTHLY WITI4OUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR BRICK SURFACES, PROVIDE UNITS INITI4OUT CODRES OR FROGS AND WITH EXPOSED SURFACES FINISI-IED. 4. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND I NOMINAL TI-IICKNESS; EASE ALL 8. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND LOOSENESS. 2.3.A.2. SPECIAL SHAPES FOR APPLICATIONS WHERE STRETCI-IER UNITS CANNOT ACCOMMODATE SPECIAL CONDITIONS, EXTERNAL CORNERS. REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING 4 EMBEDDING COMPOUND IS DRY, APPLY I. SYSTEM COMPONENTS SHALL CONFORM TO ASTM C635 INTERMEDIATE DUTY AND UK STANDARD 47-18 INTERMEDIATE . ° 14. THE FOLLOWING MATERIALS SI-IALL BE LEFT AT JOBSITE. THEY SI-IALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN INCLUDING NOSE AT CORNERS, MOVEMENT JOINTS, BOND BEAMS, SASHES AND LINTELS. 5. INSTALL LAMINATES ONLY WI-1EN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. SECOND COAT FILLING 4 TAPER FLUSH W/ SURFACE; FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE t DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTM am, WITH A DEFLECTION OF NOT MORE THAN 1/360 OF THE USED TO CONSTRUCT AND FINISH THE PROJECT: 2.3.A.3. SPECIAL SHAPES FOR APPLICATIONS REQUIRING BRICK OF SIZE, FORM, COLOR, AND TEXTURES ON EXPOSED 6. USE ADHESIVES RECOMMENDED BY WE MANUFACTURER FOR WE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITI-I OTHER RATED ASSEMBLIES. SPAN. SURFACES THAT CANNOT BE PRODUCED BY SAWING. MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 9. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH, READY TO FURNISH AND INSTALL ALL LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW JOB SCI-IEDULE TO VERIFY a. SIX YARDS OF CARPET. (IF USED) b. FOUR FULL LENGTH STRIPS OF RUBBER BASE. 2.3.A.4. SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES PRODUCED By SAWING WOULD RESULT IN SAWED SURFACES 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. RECEIVE PAINT. INSTALLATION DATES AND MATERIAL AVAILABILITY. BEING EXPOSED TO VIEW. 10. CUSTOM SKIP TROIAIELED FINISH 141-1ERE SPECIFIED ON PLANS. COORDINATE FINISH WITI-I ARCHITECT. 2. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING LIT FIXTURES AND AIR C. (1) FULL CASE CEILING TILES OF EACI-1 TYPE. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING d. QUART OF EACH COLOR PAINT IN A TIGHTLY SEALED AND MARKED CAN. 2.3.5. FACE BRICK: ASTM C 216, 1/2" THICK FOR INTERIOR USE. PROCEDURES. 11. ALL WALL FINISI-IES IN SALES AREA ARE TO BE A LEVEL 5 FINISH. OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE MATERIALS SI-IALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. 2.3.B.1. EFFLORESCENCE: PROVIDE PRINK THAT 14AS BEEN TESTED ACCORDING TO ASTM C67 AND IS RATED "NOT 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. WORK DAMAGED BY WORK UNDER THIS SECTION. THE TENANT'S G.C. SHALL MAINTAIN FIRE AND SMOKE RATINGS AS 15. NE TENANT OR WE TENANT'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF WE PROJECT DURING WE FINAL STAGE OF EFFLORESCED." 10. INSTALL INXDS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CONSIDERATIONS AND PAINTING REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS AND REGULATIONS. CONSTRUCTION. COORDINATE AND COOPERATE WITH THE TENANT TO MINIMIZE CONFLICT AND FACILITATE THE TENANT'S 2.3.B.2. SIZE (ACTUAL DIMENSIONS): THIN BRICK 1/2" WIDE BY 2-1/4" HIGH BY 7-5/8' LONG. REQUIREMENTS: 3. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO WE SAME CLASSIFICATION AS TI-IE MAIN . OPERATION. 2.4. N/A 10,A, INSTALL ALL MATERIAL WITH TIGHT JOINTS. 1. PROVIDE PAINT FINISI-IES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRA14INGS OR AS SPECIFIED 1-IEREINAFTER RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL BE COLD ROLLED ELECTRO-GALVANIZED STEEL. 16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO 2$. STONE TRIM UNITS 10.5. MITER CASINGS AND MOLDINGS. INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. No PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO-GALVANIZED STEEL. CORNERS SWALL BE MANUFACTURER'S CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BETWEEN WE PROJECT REQUIREMENTS AND/OR 2$.A. N/A 10.C. ALL RUNNING TRIM ONE (1) PIECE UP TO 101-0". MATCH GRAIN AND COLOR PIECE TO PIECE. FACTORY FINIS14, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS; NON-FERROUS PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCI-IEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING 4. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. , EXISTING CONDITIONS, WE ONE 14AVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE TEN. 2.5.B. LIMESTONE: ASTM C 568, CLASSIFICATION DENSITY: REFER TO SECTION 04400 FOR REQUIREMENTS. 10.0, USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT WOW. BUILDING, EXCEPT WHERE ALTERATIONS OCCUR OR WI-IERE SCI-IEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED 5. HANGER WIRE SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ-W-461, TYPE I. 17. PERFORM ALL WORK IN ACCORDANCE WITI-1 ACCEPTABLE TRADE PRACTICE TO INSURE THE 1-11G1-1EST QUALITY FINISHED 2.5.5.1. SOURCE: LAND STONE, COLUMBUS, 01-110 10.E. SET FASTENERS FOR PUTTYING. FOR INSULATING PIPING, EXCEPT NI-IERE EXPOSED IN FINISH, NON-MECI-IANICAL ROOM SPACES. 6. INSPECT LOCATIONS TO RECEIVE WORK AND CHECK WE EXISTING DIMENSIONS. ASCERTAIN BEFORE PROCEEDING WITI-I WORK PRODUCT (EXPRESSED OR IMPLIED). PERFORM ALL WORK BY SKILLED MECI-IANICS IN ACCORDANCE WITH ESTABLISNIED 2.5.C. PROVIDE STONE UNITS ACCURATELY SHAPED, IAIITI-I EXPOSED FACES DRESSED TRUE, AND WITH JOINTS AT RIGHT 10.F. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISH WOOD 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY TI-116 WORK. REPAIR ANY DAMAGE CAUSED BY THE Tt4AT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. ANGLES, SURFACES. WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCI-IEONS, RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. WE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO 18. COORDINATE BLOCKING REQUIREMENTS WITI-I ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES 2.5.C.1. FOR GRANITE, COMPLY WITI-1 RECOMMENDATIONS IN NBQGA'S "SPECIFICATIONS FOR ARCHITECTURAL GRANITE.' 10.G. ALL MEMBERS AND LINES LEVEL AND PLUMB. REGISTERS, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN, AND REPLACE INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO WE CONTRACT. 2.5.C.2. FOR LIMESTONE, COMPLY WITH REQUIREMENTS IN ILES 'INDIANA LIMESTONE 14ANDBOOK," 10.14. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. UPON COMPLETION. DETERMINE THAT IT 15 PROPERLY ENCLOSED AND WE STRUCTURE 15 IN PROPER CONDITION TO RECEIVE ACOUSTICAL W 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND 2.6. MORTAR AND GROUT MATERIALS 10.1. FIN1514 EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. 3. PAINT CONTRACTOR SI-IALL NOTIFY THE TENANT G.C. IF ANY SURFACE TO BE PAINTED OR STAINED 15 FOUND TO BE UNSUITABLE TO MATERIALS. MATERIALS OF THE PREVIOUSLY INSTALLED 1/4ORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS. 2.6.A. PORTLAND CEMENT: ASTM C 150, TYPE I OR II. PROVIDE NATURAL COLOR OR WI-IITE CEMENT AS REQUIRED TO 10,J. EASE ALL EXPOSED IAIXD EDGES 1/8" MINIMUM RADIUS. PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES 1-1AVE BEEN MADE SATISFACTORY. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLDING. SCAFFOLDING SHALL Et ' 20. WHERE REQUESTED BY WE TENANT TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR WE PROJECT REQUIREMENTS, PRODUCE MORTAR COLOR SPECIFIED. 10.K. INSTALL FIRE RATED DOORS IN ACCORDANCE WITI4 REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER BE OF A TYPE TI-IAT WILL NOT SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTI4ER CONSTRUCTION. WORK NOT , WE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT WE TENANT'S COST. IF THE REQUESTED TEST SHOWS 2.6.13. HYDRATED LIME: ASTM C 207, TYPE S. (NEPA) RECOMMENDATIONS. MATERIALS OR COLORS SHARP AND CLEAN. INI-IERE 1-11G1-1 GLOSS ENAMEL 15 USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A 511001-1 TO PROCEED UNTIL SATISFACTORY CONDITIONS DESCRIBED ABOVE PRESIDE. NON-CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR WE PROJECT REQUIREMENTS, WE CONTRACTOR 2.6.C. PORTLAND CEMENT-LIME MIX, PACKAGED BLEND OF PORTLAND CEMENT COMPLYING WITI-I ASTM C 150, TYPE 1 OR III, 11. ALL WOOD BLOCKING, FRAMING, PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED. FINISH COAT. 7. ATTACH 14ANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE NEW LOAD WITHOUT < SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO WE TENANT AND REIMBURSE ALL WE COSTS OF WE AND I-IYDRATED LIME COMPLYING WITH ASTM C 207, TYPE S. DIVISION 7-SEALANTS AND CAULKING 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (I) COAT TINTED PRIMER AND (2) COATS FINAL COLOR COAT, UNLESS ONIERWISE DEFLECTION. WRAP, BOLT OR CLIP WIRE NIANGERS TO STRUCTURAL STEEL MEMBERS, OR INSTALL DROP CLIPS ON TESTING TO WE TENANT, UNLESS WE CONTRACTOR WAS USED PRODUCTS INCORRECTLY LABELED BY TI-IE 2.6.D. AGGREGATE FOR MORTAR: ASTM C 144. RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. STRUCTURAL STEEL MEMBERS AND TIE WIRE 14ANGERS TO DROP CLIPS. , MANUFACTURER OR AS MADE PREVIOUSLY APPROVED CHANGES. 2.6.D.1, FOR MORTAR THAT IS EXPOSED TO VIEW, USE WASHED AGGREGATE CONSISTING OF NATURAL SAND OR CRUSHED 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING WE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN INSTALL SUPPLEMENTARY FRAMING,BLOCKING AND BRACING WHERE NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES D 21. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT WE WORK, STORED STONE. I. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS its 1543 OR FS TT-5-230 - AND COLOR. AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS EXCEEDS SPECIFIED 14ANGER SPACING. WHERE DIRECT PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM TI-IEFT AND VANDALISM AND WE PREMISES FROM 2.6.D.2, FOR JOINTS LESS THAN 1/4" THICK, USE AGGREGATE GRADED WITI-I 100% PASSING TINE NO. 16 SIEVE. TYPE 'II , CLASS "A". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER 7, PAINT TYPEs USED 514ALL BE THOSE SPECIFICALLY RECOMMENDED By WE MANUFACTURER FOR THE MATERIAL To WHICH THEY WILL SUSPENSION OF SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO 0 Z ENTRY BY UNAUNIORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY TENANT. 2.6.E. AGGREGATE FOR MORTAR: ASTM C 144. SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES, BE APPLIED. PAINTING CONTRACTOR 51-1ALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY 'TRAPEZE' ARRANGEMENT OF 1-1ANGER MIRE. SUSPEND .. 22. MAINTAIN AN ACTIVE FIRE EXTINGUIS14ER AT THE PROJECT. 2.6.F. HATER: POTABLE AROUND DOOR AND WINDOW FRAMES PRIMER StIALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR WE S. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINt LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT OF ONE HANGER AT EACH CORNER OF THE FIXTURE. SPECIFIC CONDITIONS AND SUBSTRATES. PROVIDE VENTILATORS AS REQJIRED TO PREVENT BUILD-UP OF FUMES, FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE CO 0 23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN TI-1AT FOR 141-110-1 IT IS SPECIFICALLY DESIGNED OR , 2.7. TIES AND ANCHORS 2. PROVIDE BACKING MATERIAL BY DOW liETI-1AFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM q. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED, T1-10ROUGI-ILY SEISMIC BRACING. SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL. BE THE SAME TYPE, MODEL, AND STYLE FOR THE 2.7.A. MATERIALS: PROVIDE TIES AND ANCHORS SPECIFIED IN SUBSEQUENT PARAGRAPHS THAT ARE MADE FROM MATERIALS CO 0 SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED, THAT COMPLY WIT1-1 EIGHT SUBPARAGRAPHS BELOW, UNLESS OTHERWISE INDICATED. THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITI-I THE SKIM BEAD FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH ROOD COLOR. 8. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636. LOADING OF ANY COMPONENT MAY NOT CAUSE , 24. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S 2.7.A.1. MILL-GALVANIZED, CARBON-STEEL 4IRE: ASTM A 82; WITH ASTM A 64I/A 641M. CLASS I COATING. WILL NOT BE ACCEPTED. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. 2.7.A.2. HOT-DIP GALVANIZED, CARBON-STEEL WIRE: ASTM A 82; WITI-1 ASTM A I53/A I53M, CLASS B-2 COATING. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN 10, PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITI-I MANUFACTURER'S INSTALL MAIN RUNNERS 48 INCHES 0.C, TIE HANGER WIRES TO MAIN RUNNERS TIGI-ITLY WITH AT LEAST THREE FULL Z (1) LI CO INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WIT1-1 THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS. 2.7.A.3. STAINLESS STEEL WIRE: ASTM A 580A 580M. INSTRUCTIONS PRIOR TO INSTALLATION. SPECIFICATIONS. TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48 INCH MODULES, II. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO 25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITI-I 2.7.A.4. GALVANIZED STEEL SWEET: ASTM A 653/A 653M, COMMERCIAL STEEL, GO (1180) ZINC COATING. WHEREVER SHOWN ON THE DESIGN PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES 24 INCHES LONG INSTALL 0 CD Z FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER DIVISION 8-WOOD AND HOLLOW METAL DOORS AND FRAMES PERPENDICULAR TO THE OTHER CROSS TEES TO FORM 24 INCH BY 24 INCH SECTIONS. PROPER LENGTH LOCKING CROSS , 2.7.A.5. STEEL SHEET, GALVANIZED AFTER FABRICATION: ASTM A 1008A/A 1008M, COMMERCIAL STEEL, HOT-DIP GALVANIZED I 0 MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO WE ITEMS. REPLACE DAMAGED OR STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK AFTER FABRICATION TO COMPLY WITI-I ASTNI A 153/A 153M. TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN UNFIT MATERIALS, AT NO COST TO THE TENANT. FILLER TO MATCH; PRIME BACKS OF TRIM. PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS, 2.7.A.6. STAINLESS STEEL SHEET: ASTM A 666. I. PROVIDE KNOCKDOWN DOOR FRAMES AT ALL TENANT G.C, PROVIDED DOORS, FREE FROM SCALE AND PITTING AND OTHER RUNNER, Hil < 0 26. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR FOR INSPECTION. UPON INSPECTION, AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH. 2.7.A.7. STEEL PLATES, SHAPES AND BARS: ASTM A 36/A 36M. SURFACE DEFECTS, UNLESS OTHERWISE NOTED. 9 ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT AS REQUIRED BY THE , PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS 12. AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. ' 2.7.A.8. STAINLESS STEEL BARS: ASTM A 276 OR ASTM A 666, TYPE 304. 2. PROVIDE HOLLOW METAL EXIT DOOR CONSTRUCTED WIN THE FOLLOWING MATERIALS: - MINIMUM 18 A. FOR FACE SHEETS PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH-UP AND REFINISHING. GOVERNING CODES. THE TENANT'S G.C. SHALL VERIFY ALL APPLICABLE CODES AND CONFORM. 0 H INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF * < 10. CUT TILES TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN FULL SIZE SHALL HAVE CUT 2.7.B. CORRUGATED METAL TIES: METAL STRIPS NOT LESS THAN 7/8" WIDE WITH CORRUGATIONS HAVING A WAVELENGTH OF OF INTERIOR DOORS - 16 GA. FOR EDGE CHANNELS. - MINIMUM 22 GA. FOR FACE STIFFENERS. - MINIMUM 16 GA. FOR 13. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED. r. THE WORK. FACTORY TEGULAR EDGES. SUSPENDED CEILING SHALL HAVE INTERSECT ALL VERTICAL WALLS Z CD 0 27. PROVIDE FINAL CLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISES NEAT, CLEAN AND 0,3 TO 0.5 INCH AND AN AMPLITUDE OF O.% TO 0.10 INCH MADE FROM STEEL SI-IEET, GALVANIZED AFTER INTERIOR FRAMES. 14. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUPPLEMENTED HEREINAFTER AND UPON EDGES TRIMMED TO MATCH CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UNLESS REQUESTED BY THE TENANT. CLEAN-UP SHALL INCLUDE FABRICATION, NOT LESS OF 0.3 THAN 0.043 INCH THICK. 3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS CONSTRUCTION WITH NO WRITTEN TENANT APPROVAL. IN GENERAL, USE EGGSI4ELL SHEEN FOR WALL BOARD SURFACES; SEMI-GLOSS FOR 14OLLOIAI METAL AND AT 90° UNLESS OTHERWISE NOTED. 2.7.C. WIRE TIES, GENERAL: UNLESS OTHERWISE INDICATED, SIZE WIRE TIES TO EXTEND AT LEAST HALWAY THROUGH VENEER VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICKNESSES AS SCHEDULED ON DRAWINGS. WOOD TRIM; AND FLAT FOR DUCTWORK. II. UPON COMPLETION OF WORK FOLLOWING INSTALLATION OF SUSPENSION SYSTEMS, DIRTY OR DISCOLORED SURFACES OF .... u j AND NOT BE LIMITED TO: a. POWER VACUUMING THE ENTIRE SPACE. BUT WITH AT LEAST 5/8" COVER ON OUTSIDE FACE. 4. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE 1-11G1-1EST QUALITY WORKMANSHIP AND SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE b. HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND MIRRORS 2.7.D. INDIVIDUAL WIRE TIES: RECTANGULAR UNITS WITH CLOSED ENDS AND NOT LESS THAN 4" WIDE. MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS GLASS AND GLAZING FROM DEFECTS. COMPONENTS NAT ARE DAMAGED OR IMPROPERLY INSTALLED BE REMOVED AND REPLACED WITHOUT 1 0 II U.si BOTH INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC. 2.7.E. ADJUSTABLE ANCHORS FOR CONNECTING TO STRUCTURE: PROVIDE ANCHORS THAT ALLOW VERTICAL OR HORIZONTAL FOR THE USE INTENDED. ADDITIONAL COST TO THE OWNER. a...... C. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETIONOF THE PROJECT. ADJUSTMENT BUT RESIST TENSION AND COMPRESSION FORCES PERPENDICULAR TO PLANE OF WALL. 5. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATED ON DRAWINGS; FABRICATE 1. PROVIDE TEMPERED GLASS, GRADE 'B', STYLE *1, TYPE "I", QUALITY 03, 1/2" THICK. 12. LEAVE 1 FULL CASE OF UNDAMAGED TILES AT JOBSITE. CD er .4( 0 28. ALL TENANT SUPPLIED MATERIALS (OSM) ARE FURNISHED TAILGATE DELIVERY ONLY. THE TENANT G.C. IS RESPONSIBLE 2.8. MISCELLANEOUS MASONRY ACCESSORIES UNITS SQUARE, TRUE AND FREE FROM DEFECTS. 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH 4 POLISHED. TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE ALL OSM. THE TENANT G.C. SHALL TRANSPORT ALL TENANT-SUPPLIED 2.8.A. COMPRESSION FILLER: PREMOLDED FILLER STIRPS COMPLYING WITI-I ASTM D 1056, GRADE 2A1; COMPRESSIBLE UP TO 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE 3. GENERAL GLASS SHALL BE q,3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD-G-45I AND FGMA GLAZING MANUAL. DIVISION 10-SPECIALTIES MATERIALS FROM THE POINT OF OFF-LOAD TO THE JOBSITE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE 35%; WIDTH AND THICKNESS AS NECESSARY, FORMULATED FROM NEOPRENE. INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED 4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTION SHALL BE CONCEALED < Cili 0 W TRUCK DOCK OR OTHER LOCATION AS COORDINATED WITH AND DIRECTED BY THE LANDLORD. G.C. WILL BE RESPONSIBLE 2.9. MORTAR AND GROUT MIXES (BY TENANT) USE. WHERE INDICATED. I. TENANT'S G.C. SHALL PROVIDE ADEQUATE BACKING FOR SECURE INSTALLATION OF ACCESSORIES. Il TO COORDINATE W I T1.1 PACIFIC SUNWEAR VENDORS FOR THE DELIVERY AND INVENTORY OF ALL OSM. REPORT 2.9.A. GENERAL: DO NOT USE ADMIXTURES, INCLUDING PIGMENTS, AIR-ENTRAINING AGENTS, ACCELERATORS, RETARDERS, 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY-PUTTY HOLES AND IMPERFECTIONS. APPLY 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 To 90 SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR . 2. ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL GOVERNING NATIONAL, STATE AND LOCAL (1) Film DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S CONSTRUCTION MANAGER WITHIN 72 HOURS OF RECEIPT. INATER-REPRLLENT AGENTS OR OTHER ADMIXTURES, UNLESS OTHERWISE INDICATED. UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE POSITIONING GLASS IN RABBETS. CODES PERTAINING TO HANDICAP ACCESSIBILITY. U") MATERIAL OF QUESTIONABLE QUALITY IS NOT TO BE INSTALLED. OTI-IERINISE IT WILL BE REPLACED AT CONTRACTOR'S 2.9.A.1. DO NOT USE CALCUIM CHLORIDE IN MORTAR OR GROUT. FINISH PAINTING. 6. PROVIDE CLIPS OF NON-CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 7. PROVIDE STANDARD PREFORMED SO GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR APPROVED. ACCESSORIES: EXPENSE. TENANT G.C. IS TO RECEIVE AND INSTALL ALL OWNER SUPPLIED MATERIALS, AS SHOWN IN DRAWINGS, 2.9.B. PREBLENDED, DRY MORTARNIIX: FURNISH DRY MORTER INGREDIENTS IN FORM OF A PREBLENDED MIX. MEASURE 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE. ALIGN 8. PROVIDE NON-SHRINKING ELASTOMERIC TAPE WHERE REQUIRED. SP-1 TOILET PAPER HOLDER: AS SELECTED BY TENANT G.C. AND APPROVED BY TENANT. DESCIRBED IN SPECIFICATIONS AND/OR AS DIRECTED BY TENANT'S CONSTRUCTION MANAGER. QUANTITIES BY WEIGHT TO ENSURE ACCURATE PROPORTIONS, AND TI-IOUROUG1-ILY BLEND INGREDIENTS BEFORE WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL 9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, COLOR AS SPECIFIED, OR APPROVED EQUAL. 5P-2 NOT USED SP-3 MIRROR: AS SELECTED BY TENANT G.C. AND APPROVED BY TENANT. DIVISION 2-DEMOLITION/BUILDING ALTERATIONS DELIVERING TO SITE. FASTENINGS; ANCHOR TO ADJOINING WALLS W ON WITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND 2.9.C. MORTAR FOR UNIT MASONRY: COMPLY WITI-1 ASTM C 270 BIA TECHNICAL NOTE BA, PROPERTY SPECIFICATIONS, CONTINUOUSLY CHECK ALIGNMENT DURING CONSTRUCTION OF ADJACENT WALLS, ADJUST FRAME LOCATIONS AS NECESSARY 10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY FORMED. TOUCH-UP 'RAW" EDGES TO SP-4 GRAB BARS: AS SELECTED BY TENANT G.0. AND APPROVED BY OWNER. MATCH FRAME. SP-5 PAPER TOVIEL DISPENSER: AS SUPPLIED ED BY PACIFIC F IC SUNWEAR, INSTALLED BY TEN. G.C. 2.9.D. GROUT FOR UNIT MASONRY: COMPLY WITH ASTM C 476 USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE INDICTATED ON DRAWINGS. LLI 1. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND 11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 2.9.D.1. IN ACI 530.I/ASCE 6/TMS 602. FOR DIMENSIONS OF GROUT SPACES AND POUR HEIGHT. 9. INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON THE DRAWINGS. SP-6 TRASH CONTAINER: "RUBBERMAID" 2952, 8 1/2 QT. BEIGE VINYL CONTAINER. BY TENANT.CONSTRUCTION, AND AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE 12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEARANCES ARE SUFFICIENT TO PREVENT < DRAWINGS. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS 2.9.D.2. PROVIDE GROUT WITH A SLUMP OF 8" TO 11' AS MEASURED ACCORING TO ASTM C I43/C I43M. 10. PREPARE DOORS FOR FINISH 14ARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURER AND CONFIRM TYPE, "POINT LOADING", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE SP-7 TOILET ROOM SIGNAGE: SUPPLIED AND INSTALLED BY TENANT G.C. 0 TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL 3. EXECUTION LOCATION;AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. COATINGS FROM FRAMING SURFACES. INSTALLATION: en , BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING 3.1. EXAMINATION 11. HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITI- 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE 13. CENTER GLASS IN RABBETS AND POSITION 50 AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDANCE Z PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK. 3.I.A. EXAMINE CONDITIONS, WITI-I INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR 'UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. < 2. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TOLERANCES AND WORK PERFORMANCE. FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SI-101AIN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN 1. DELIVER INSERTS AND ROUGH-IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING IN. Ce TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY 3.2. INTALLATION GENERAL CLEARANCE AT MEETING EDGES. DEMONSTRATE TI-IAT DOORS OPEN FREELY WITI4OUT BINDING, AND WI-IEN CLOSED, WILL ALIGNMENT WITH OTHER WORK. 2. FASTENINGS: FURNISH TOILET ACCESSORIES TO COMPLETE WITH ALL REQUIRED MOUNTING DEVICES, , 3.2.A. USE SIZE INDICATED WITHOUT CUTTING IF POSSIBLE. IF CUTTING 15 REQUIRED TO PROVIDE A CONTINUOUS PATTERN OR LATCH PROPERLY. IS. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING FASTENINGS, AND ACCESSORIES AS REQUIRED FOR A FINISHED INSTALLATION, PROPERLY PACKAGED AND CO INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TO FIT ADJOINING CONSTRUCTION, CUT UNITS WITH MOTOR-DRIVEN SAWS; PROVIDE CLEAN, SHARP, UNCI-IIPPED EDGES. 12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): PROVIDE ACCESS DOORS BY MILCOR OR EQUAL. USE STYLE DW AT MEMBERS. CHECK FOR HEAT STAIN OR SEALING, TAGGED FOR READY IDENTIFICATION. FASTEN ALL ITEMS WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" 2 TENANT'S COORDINATOR. D ALLOW UNITS TO DRY BEFORE MAYING UNLESS WETTING OF UNITS 15 SPECIFIED. INSTALL CUT UNITS WITH CUT WALLS AND CEILINGS, (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL 16. NO EXPOSED FASTENERS ALLOWED ON ANY PART OF STOREFRONT. INTO SOLID BACKING IF NO OTHER FASTENING IS SPECIFIED. 3. SAW-CUT CONCRETE WIN DIAMOND SAW; JACKI-IAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED z SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED. BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14A. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 17. ALL MIRRORS ARE SUPPLIED AND INSTALLED BY THE TENANT G.C. FITTING ROOM MIRRORS TO BE 1/4" PLATE GLASS. MIRRORS 3. INSTALLATION OF TOILET ACCESSORIES SHALL BE IN ACCORDANCE W I T1-I THE DRAWINGS, REVIEWED SHOP WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED, STRAIGHT LINES, AND BREAK OUT SECTIONS. 3.2.B. SELECT AND ARRANGE UNITS FOR EXPOSED UNIT MASONRY TO PRODUCE A UNIFORM BLEND OF COLORS AND DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE FACTORY APPLIED. TO BE SET IN MIRROR MASTIC MANUFACTURED BY PALMER 4 GUNTHER (OR EQUAL) THAT 15 COMPATIBLE WITH MIRROR BACKING. z DRAWINGS, AND THE MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS. FLOOR MAY BE CORE DRILLED WHERE APPROPIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL ALL EDGES TO BE BEVELED, REFER TO DETAILS. NO ROUGH EDGES ON MIRROR WILL BE PERMITTED. 0 TEXTURES. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND 4. TENANT G.C. SHALL SUPPLY AND INSTALL ADEQUATE BACKING FOR SECURE INSTALLATION OF ALL FT) 3.2.C. WETTING OF BRICK: WET BRICK BEFORE LAYING IF INITIAL RATE OF ABSORPTION EXCEEDS 30 9/30 54 in PER MINUTE OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE 141-1EN POLISHED CONCRETE FLOORING ACCESSORIES. WHEN TESTED PER ASTM C 67. ALLOW UNITS TO ABSORB WATER 50 THEY ARE DAMP BUT NOT NET AT TIME OF 5 CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL DOOR HARDWARE W LAYING. CONDITION. PART I GENERAL MOUNTING: CC 3.2.D. COMPLY WITH CONSTRUCTION TOLERANCES IN ACI 530.1/ASCE 6/ims 602 AND WITH THE FOLLOWING: 4. DOORS t FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES I. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH DRAWINGS AND 1.1 SUMMARY 3.2.D.1. FOR CONSPICUOUS VERTICAL LINES, SUCH AS EXTERNAL CORNERS, DOOR JAMBS, REVEALS AND EXPANSION AND AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH, AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY AND ARE NOT A. SECTION INCLUDES CLEANING, PREPARATION, APPLICATION OF I-ID CONCRETE FLOORING (14DCF), AND PROTECTION. THIS WORK 1. LOCATIONS AND HEIGHTS, SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE 14 I T1-I 'HANDICAP' CONTROL JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN 1/8" IN 10', 1/4" IN 20' MAXIMUM. STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK FURNISHED, MATCHING IN SHALL INCLUDE PROVIDING AND APPLYING THE SPECIAL CONCRETE WITI-I PACSUN'S SPECIFIED FLOORING CONTRACTOR 1-1DCF IN ORDINANCES. I-- w 3.2.D.2. FOR VERTICAL ALIGNMENT OF EXPOSED HEAD JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN 1/4" IN 10' OR ACCORDANCE WITH THE PROVISION OF THE PLAN DOCUMENTS. , OPENING AND DELIVER FOR STORAGE WHERE INDICATED. QUALITY AND FINISHED, THE ITEMS SPECIFIED. z 0 w , 1/2" MAXIMUM. B. CONCRETE MUST BE CURED TO A MINIMUM OF 28 DAYS PRIOR TO 1-ID SYSTEM. , 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND SHORING AND BE 2. THE TENANT G.C. SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF 14ARDWARE IN LOCATIONS SPECIFIED. SIGNS , RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. 3.2.0.3. FOR CONSPICUOUS HORIZONTAL LINES, SUCH AS LINTELS, SILLS AND REVEALS, DO NOT VARY FROM LEVEL BY THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION 15 C. RELATED DOCUMENTS: THE CONDITIONS OF THE CONTRACT APPLY TO THIS SECTION AS FULLY AS Fl REPEATED HEREIN. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY. MORE THAN I/8 U.1 LEE , 1.2 SUBMITTALS Le Cl. 0 Z Ce " IN 10', 1/4" IN 20', OR I/2" MAXIMUM. MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF 1. SIGNS ARE SUPPLIED AND INSTALLED BY OWNERS SIGN CONTRACTOR. TENANT G.C. SHALL PROVIDE POWER w Lu 0 5 . 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY 3.2.D.4. FOR EXPOSED BED JOINTS, DO NOT VARY FROM THICKNESS INDICATED BY MORE THAN PLUS OR MINUS 1/8". DO INSTALLATION IN ACCORDANCE WITI-I APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF 14ARDWARE SHALL BE A. SUBMIT PROPOSED CONSTRUCTION MATERIAL AND MSDS SHEETS FOR MATERIAL TO BE USED FOR I-1XF. Lu cm .5 ow 0 ° --I cc DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT-OFF NOT VARY FROM ADJACENT BED-JOINT AND HEAD JOINT THICKNESSES BY MORE THAN 1/8". COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 1.3 QUALITY ASSURANCE SOURCE AND REQUIRED DISCONNECTS, TIME CLOCKS ETC., COORDINATE WITH SIGN CONTRACTOR AS Z > CD ?- A. QUALITY STANDARDS: THE STANDARDS NAMED HEREIN ARE SPECIFIED TO ESTABLISH STANDARDS OF QUALITY, PERFORMANCE, REQUIRED. 0 , VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATION WITI-I LANDLORD. 3.2.0.5. FOR FACES OF ADJACENT EXPOSED MASONRY UNITS, DO NOT VARY FROM FLUSH ALIGNMENT BY MORE THAN 1/16' 3. PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NEPA BO. THIS REQUIREMENT AND COMPLIANCE WITI-I THE DESIGN CONCRETE, 1,4141C14 IS TO DUPLICATE TE COLOR OF THE APPROVED "REFEREE SAMPLE'. ° Tuj" 0 FIRE EXTINGUISHERS(PROVIDED BY TENANT G.C.) 5 I-1-1 c:3 V-1- le9E3 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT 141-11C1-1 ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. EXCEPT DUE TO WARPAGE OF MASONRY UNITS WITHIN TOLERANCES SPECIFIED FOR WARPAGE OF UNITS. TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH 1-IARDWARE, B. SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH COLOR, TYPE, AND VARIETY AND JOINT MATERIALS FROM A SINGLE SOURCE WITI-I LU W REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE. 3.3. LAYING BRICK WALLS 4. HARDWARE FINISH SHALL BE SATIN CHROME, U.N.O. RESOURCES TO PROVIDE PRODUCTS AND MATERIALS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES Ce 0 8 8 c.I. 2.i. B. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPRXF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR 3.3.A. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING FOR SURFACE BOND PATTERNS WITH UNIFORM JOINT THICKNESS S. HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULED AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR WITI4OUT DELAYING WORK. 1. EXTINGUISHERS SHALL BE 10-POUND CAPACITY, U.L. LABELS, ENAMEL, STEEL CONTAINER WITH PRESSURE cd I-: 0 SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND (UNLESS NOTES OTHERWISE) AND FOR ACCURATE LOCATION OF OPENINGS, RETURNS, AND OFFSETS. AVOID USING DOOR AND FRAME PREPARATION FOR 14ARD4ARE. PART 2 PRODUCTS INDICATING GAUGE FOR CLASS A, 5, OR C FIRES. TAGGED WITH CURRENT DATE. STIPULATIONS. LESS-THAN-HALF-SIZE UNITS, PARTICULARLY AT CORNERS, JAMBS, AND WI-IERE POSSIBLE, AT OTHER LOCATIONS. 6. FURNISH AND FINISH HARDWARE, CYLINDERS AND KEYS: "BEST" SEVEN PIN ROD. 2.1 MATERIALS 2. INSTALL ON WALL MOUNTED NOOKS AS INDICATED OR DIRECTED BY TINE MARSHALL, NEATLY FITTING TO , 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 3.2. COMPLY WITH CONSTRUCTION TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 AND WITH THE FOLLOWING: 7. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMP INS, KEYS AND A. SPECIAL SURFACE COLORS SHALL BE PERFORMED USING APPROVED COLORS SUITABLE FOR THE PURPOSE INTENDED AND APPLIED FINISH SURFACES. PLACE FULLY CHARGED EXTINGUISHERS ON HOOKS PRIOR TO OCCUPANCY. 10. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. 3.3. LAYING BRICK WALLS INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTIFIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE IN A MANNER CONSISTENT WITH THE DESIGN INTENT OF THE PROJECT. 3• SEE FIXTURE PLAN FOR ARCHITECTS SUGGESTED LOCATIONS. 11, REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE 3.4. MORTAR BEDDING AND JOINTING SCHEDULE. B. SEALER: STAIN GUARD APPLIED AFTER COMPLETION OF GRINDING PROCESS 41E4 MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. 3.4.A. LAY BRICK AS FOLLOWS: ANTI-THEFT SYSTEM 8. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS C. ALL MATERIALS SHALL BE FURNISHED, PREPARED, APPLIED CURED AND STORED TO PRODUCT MANUFACTURER DIRECTIONS ,..4,T' 12. REMOVE BY ANY MEANS, ANY MATERIAL OVER 1/16" FROM CONCRETE SLAB. 3.4.B. WITH FACE SHELLS FULLY BEDDED IN MORTAR AND WITH HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS. AND LOCATE IN ACCORDANCE WITH Dhl RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB AND TRUE TO LINE AND SPECIFIED FOR USE INTENDED AS SPECIFIC HEREIN, WITI-1 SPECIAL ATTENTION GIVEN TO RECOMMENDED TEMPERATURE RANGE FOR ,El iE 3.4.C. SET FIREBOX BRICK PER PRE-FAB FIREPLACE MANUFACTURER'S SPECIFICATIONS, LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE, AS NECESSARY, FOR A SECURE INSTALLATION. SPACE PENETRATING COLOR MIX EAS SENSOR SYSTEM: DIVISION 3-CONCRETE REPAIR AND REPLACEMENT 3.4.D. SET PRECAST CONCRETE TRIM UNITS IN FULL BED OF MORTAR WITH FULL VERTICAL JOINTS. FILL DOIAIEL, ANCHOR FASTENERS AND ANCHORAGE AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. PART 3 EXECUTIONS :IENI,' INA0; to,.',. ,EPAIII;LE AND SIMILAR HOLES. 9. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE, CLEAN AND 3.1 PREPARATION 1. PROVIDE (I) 115V DEDICATED DUPLEX WITH ISOLATED GROUND, 3-WIRE, 24 HOUR CIRCUIT WITH (I) DUPLEX i INiI:IIV 11110!;IT I. WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING AND LEVELING JOINTS AND CRACKS; 3.4.D.1. CLEAN SOILED SURFACES WITI-1 FIBER BRUSH AND SOAP POWDER AND RINSE THOROUGHLY WITH CLEAR WATER. RELUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. A. PREPARATION: TENANT G.0 SHALL CLEAN CONCRETE TO ENSURE THE SURFACE IS FREE OF ALL LATENCY, DIRT, DUST, GREASE, RECEPTACLE, FOR SYSTEM POWER-IN SOFFIT AREA STOREFRONT OR PORTAL. AND FILLING ABANDONED ELECTRICAL BOXES AND ANY HOLES GREATER THAN 1/2". 3.41).2. ALLOW CLEANED SURFACES TO DRY BEFORE SETTING. MAKE FINAL ADJUSTMENT OF LOCKSETS AND THE CLOSURES TO COMPENSATE FOR OPERATION OF 14EATING AND VENTILATION PAINT AND ANY FOREIGN MATERIAL PRIOR TO THE COLOR APPLICATION IN ACCORDANCE WITH THE COLOR MANUFACTURER'S 2. TRADES SHALL COORDINATE WITH EAS INSTALLER THROUGH ALL PHASES OF CONSTRUCTION FOR INTEGRAL 2. USE RAECO-LIT1-1 "R-35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX SHALL BE TWO PARTS - MORTAR 3.4.0.3. WET JOINT SURFACES THOROUGHLY BEFORE APPLYING MORTAR, SYSTEMS UNDER THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE. RECOMMENDATIONS. SYSTEM INSTALLATION. CONFIRM EAS INSTALLER LAI I TH CONSTRUCTION MANAGER. , G MIX AND LATEX BINDER. MIX AND INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. 3,5. ANCHORING BRICK VENEERS 10. LUBRICATE ALL MOVING PARTS WITH GRAPHITE-TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. B. TENANT .C. SHALL VERIFY THAT CONCRETE SLAB MEETS A MINIMUM OF 1500 PSI OF COMPRESSIVE STRENGTH, CONTAINS NO EAS SENSOR SENSE AIR-MIRAN% ADMIXTURES AND HAS A MINIMUM FLATNESS RATING OF F35. CONSULT AMERICAN CONCRETE INSTITUTE 12 ENSUENO EAST ABBOT STUDIOS 3. TENANT G.C. TO REMOVE BY ANY MEANS ANY MATERIALS OVER 1/16" FROM CONCRETE SLAB. 3.5.A. ATTACHED THIN BRICK VENEER TO WALL FRAMING PER MANUFACTURER'S WRITTEN SPECIFICATIONS. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. ACI302.1R-89, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION REQUIREMENTS IN DIVISION 4 SECTION "CASE-IN-PLACE IRVINE, CALIFORNIA 92620 3.6. CONTROL AND EXPANSION JOINTS CONCRETE', AND PROJECT CONDITIONS. (714) 730-804q ARCHITECTS + PLANNERS + ' SELF LEVELING COCRETE FLOOR TOPPING 3.6.A. GENERAL: INSTALL CONTROL AND EXPANSION JOINTS AS REQUIRED PER THIN BRICK MANUFACTURER'S SPECIFICATIONS' SPECIAL DOOR HARDWARE 3.2 APPLICATION CONTACT: BRIAN LINKSY 3.7. LINTELS A. TENANT FLOORING CONTRACTOR SHALL GRIND CONCRETE WIN 40 GRIT UP TO 1500 GRIT UNTIL THERE IS A UNIFORM SCRATCH DESIGNERS, LLC 1. GENERAL 3.7.A. TENANT G.C. TO PROVIDE AND INSTALL STEEL LINTELS WHERE INDICATED. I. DOORS MUST BE OF HEAVY CONSTRUCTION, HUNG IN A FRAME SUFFICIENTLY STRONG TO AVOID PRYING. HINGES MUST BE PATTERN AND DESIRED CONCRETE EXPOSURE IS ACHIEVED PER SAMPLE. 3. LATAPDXY 300 PROVIDED BY TENANT, INSTALLED BY TENANT G.C. . THIS PRODUCT IS LIGHTWEIGHT IN NATURE AND WILL NOT IMPOSE A SIGNIFICANT LOAD ON THE EXISTING FLOOR SLAB. 3.7.5. PROVIDE MINIMUM BEARING OF 8" AT EACH JAMB, UNLESS 0114ERINISE INDICATED. EITHER LOCATED WITHIN THE DOORWAY OR THE SCREWS AND BOLTS MUST BE SET IN SUCH A WAY THAT THEY CANNOT BE B. TENANT FLOORING CONTRACTOR SHALL APPLY A DENSIFYING IMPREGNATOR UNDILUTED AT APPROXIMATELY 200 SQUARE FEET PER 4. TENANT G.C. TO TRENCH FLOOR FOR ANTI THEFT SYSTEM AS DIRECTED BY SENSORSENSE/ADT OR A. DESCRIPTION 3.7.C, WHERE LINTELS ARE NOT SHOWN, TENANT G.C. TO FORM THE HEADER AND LAY BRICK ABOVE WITH T I ES IN EVERY REMOVED. 1-IINGE PIN SHOULD BE WELDED, FLANGES OR WITH SET SCREWS TO PREVENT REMOVAL. GALLON USING A STIFF, LONG BRISTLED BROOM. COVER THE ENTIRE WORK AREA LIBERALLY AND ALLOW TO SIT FOR AN SENSORSENSE. 130 E. CHESTNUT ST., SUITE 302 A.1. A PORTLAND CEMENT-BASE, SELF-DRYING, SELF-LEVELING CEMENTITIOUS TOPPING IN ACCORDANCE WITH THE OTHER JOINT. LET SET AND REMOVE AT COMPLETION OF WORK. 2. DOOR JAMBS MUST BE OF A STRONG CONSTRUCTION TO PREVENT SPREADING BY A CROWBAR OR AUTOMOBILE JACKS. THE ADDITIONAL 30 MINUTE. SQUEEGEE EXCESS MATERIAL OFF THE FLOOR. ALLOIA1 12 TO 24 HOURS FOR FULL CURE. S. TENANT G.C. TO INSTALL TENANT SUPPLIED SENSOR DETECTORS COLUMBUS, OHIO 43215 CONTRACT DOCUMENTS. 3.8. REPAIRING, POINTING AND CLEANING C. POLISH THE SURFACE TO MATCH SAMPLE. SENSORMAT IC: 614461-0101 FAX:(614)461-1107 LOCKING BOLT MUST BE AT LEAST ONE (I) INCH INTO THE JAMB FOR PREVENTION OF SPREADING. CYLINDERS SHOULD BE A.2, PROVIDE LABE, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO COMPLETE THE CEMENTITIOUS TOPPING , 3.8.A. REMOVE AND REPLACE BRICK UNITS THAT ARE LOOSE, CHIPPED, BROKEN, STAINED OR OTHERWISE DAMAGED OR THAT D. TENANT FLOORING CONTRACTOR SHALL APPLY SATIN GUARD, BUFF WITH WI-IITE PAD, AS NEEDED. 1. PROVIDE (1) 115 V DEDICATED DUPLEX WITH ISOLATED GROUND, 3-NIRE, 24 HOUR• FLUSH OR INSET TO PREVENT 'WRENCHING" WITH A 7-PIN CYLINDER GUARD. ' E. TENANT G.C. TO FILL AND PATCH FLOORING PER FLOORING VENDOR'S RECOMMENDATION FILL AND PATCH TO MATCH EXISTING ' WORK AS HEREIN SPECIFIED, DO NOT MATCH ADJOINING BRICKS. INSTALL INIf.F.H BRICKS TO MATCH ADJOINING UNITS; INSTALL FRESH MORTAR, • ALL MEANS OF INGRESS OF SIXTY (60) SQUARE INCHES OR LARGER MUST BE SCREENED, LOCKED OR GRILLED IN SOME , ,LooR1%. CIRCUIT 1NITH (I) DUPLEX RECEPTACLE, FOR SYSTEM PONER, IN SOFFIT: AREA OF c . B, QUALIFICATIONS POINTED TO ELIMINATE. EVE1DENCE OF REPLACEMENT. G ' 3,3 , . B.I. INSTALLATION OF THE CEMENT-BASED, SELF-DRYING, SELF-LEVELING TOPPING MUST BE BY AN APPLICATOR 3.8.B. POINTING E,',URING THE TOOLING OF JOINTS, ENLARGE VOIDS AND HOLES AND FILL COMPLETELY WITH MANNER TO INCLUDE AIR VENTS, MANHOLES, LOADIN CHUTES AND ALL OTHER AVENUES THROUGH THE ROOF AND OUTER • FIELD QUALITY CONTROL STOREFRONT OR PORTAL. ARCH I TEC I URE USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. MORTAR. POINT UP JOINTS, INCLUDING CORNERS, OPENINGS, ADJACENT CONSTRUCTION, TO PROVIDE A • WALLS. A. REFER TO CONTRACT CONDITIONS FOR RESPONSIBILITIES FOR ARRANGING, SUPERVISING, AND PAYMENT OF FIELD QUAL!TY 2. TRADES SHALL COORDINATE NITH SENSORMAT1C INSTALLER THROUGH ALL. PHASES OF , NEAT, UNIFORM APPEARANCE. PREPARE JOINTS SEALANT APPLICATION, WHERE INDICATED. 4. NEVER KEY A JOB NIT1-1 PERMANENT KEYING DURING CONSTRUCTION PHASES. LOCKS SHOULD BE PROVIDED WITH , CONTROL REQUIREMENTS, CONSTRUCTION FOR I INTEGRAL SYSTEM I NSTALLAT I ON. .. B.I.A. TOPPING SHALL BE ABLE TO BE INSTALLED I/16" TO 1/4" IN ONE POUR, BUT MAY BE TAPERED TO MATCH CONSTRUCTION CORES AND RE-KEYED BY CORPORATE LOSS PREVENTION OR THE ASSIGNED DISTRICT MANAGER UPON THE , B. FIELD TEST TBD A DT - SENSORMATIC , THE EXISTING ELEVATION. 3.8.C. IN-PROGESS CLEANING: CLEAN UNITBRICKS AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR COMPLETION OF THE JOB. , C. FIELD INSPECTIONS -MD 21171 S. NESTERN . BIB. TOPPING MATERIAL SHALL ACHIEVE COMPRESSIVE STRENGTH OF 6100 PSI AFTER 2.8 DAYS PER ASTM C109 ' FINS AND SMEARS BEFORE TOOLING JOINTS. - , AVE.,- W11.\\LIfilk4 WAill2.7.,\-(-H, SuITE 100 , . , MOD, 3.8.D. FINAL CLEANING. AFTER MORTAR IS THOROUGHLY SET AND CURED, CLEAN EXPOSED MASONRY AS 5. PERIMETER EMERGENCY EXIT MUST BE PROVIDED. WELDED PLATES AND/OR ONE (I) PIECE WNSTRUCTION TO PROTECT . D. MANUFACTURER'S HELD SERVICES (B( CONTRACTOR) TECHNICAL REPRESENTATIVE FROM MANUFACTURER SHALL PROVIDE THE BIG TOPPING SHALL BE WALKABLE AFTER 2-3 HOURS AT 700F, AND BE ABLE TO BESEALED W ITH A . FOLLOWS: FOREIGN OBJECTS FROM INSERTION (ie. WIRE LOOPS TO PANIC BAR HANDLES AND/OR SAWING OF THROW BOLTS.), FOLLOWING FIELD SERVICES DURING INSTALLATION. TORRANCE, CALIFORNIA c10501 I. PERFORM PRE-INSTALLATION EXAMINATION AND ACCEPTANCE OF SUBSTRATE AND SURFACE PREPARATION FOR EACH STAGE. ' 3.a.DA. REMOVE LARGE MORTAR PARTICLES BY HAND WITH WOODEN PADDLES AND NONMETALLIC SCRAPE HOES 5,A. USE 'BEST" LOCKING HARDWARE WITH INTERCHANGEABLE CORES. (BY TENANT) (ci49) 770-1850 WATERBOME COATING AS SOON AS IT CAN BE WORKED ON WITHOUT DAMAGE. 2. BE PRESENT AT INITIAL STARTUP FOR EACH PROCESS. CONFIRM APPLICATION RATES AND ‘ \ ,\ \j\,s; ( , I OR CHISELS. 5.B. MASTER KEY SYSTEM/CONTROLLED FROM CORPORATE LOSS PREVENTION. CONTACT: MIKE UPTON , C. APPLICATIONS TECHNIQUES. • C.I. AFTER PROPER PREPARATION, TOPPING SHALL BE SUITABLE OVER NEW OR OLD INDOOR DETERIORATED 3.8.D.2. PROTECT ADJACENT STONE AND NONMASONRY SURFACES FROM CONTACT WITH CLEANER BY COVERUNG 5.C. ALL CUSTOMER DOORS (PROVIDE IE CYLINDERS, FLUSH OR TAPERED HEAD) INITH A CYLINDER HEIGHT OF 48 INCHES, 3.4 MAINTENANCE SURFACER S. TENANT G.C. TO TRENC1-4 FLOOR AND INSTALL 3/4" CONDUIT FOR ANTI I T1-1EFT SYSTEM CO t7l'iliBtis,0'Hid . ,, CONCRETE. THEM WITH LIQUID STRIPPABLE MASKING AGENT OR POLYETHYLENE FILM AND WATERPROOF MASKING 5.D. IE-74-C-181-R-3 (626 FINISH OR THE DESIRED FINISH). ADAMS RITE LOCKS (OR EQUAL). A. FLOORS SHOULD BE MAINTAINED BY SWEEPING, SPILLS SHOULD BE CLEANED WHEN THEY OCCUR AND DIRT RINSED OR MOPPED AS DIRECTED BY APT - SENSORMAT IC. 4 D. DELIVERY, STORAGE AND HANDLING - DELIVER MATERIALS IN THEIR UNOPENED PACKAGES AND PROTECT FROM TAPE. 5.E. THUMBSCREW (INSIDE GATES) WITH TUBE PROTECTORS. OFF WITI-I NEUTRAL CLEANER AND WATER. HEAVILY SOILED AREAS MAY BE WET-CLEANED BY MOPPING OR SCRUBBING WITH A 4. VENDOR (ADT - SENSORMAT IC) TO INSTALL TENANT SUPPLIED SENSOR DETECTORS, 4:6 fr.), EXTREME TEMPERATURES AND MOISTURE. PROTECT LIQUIDS FROM FREEZING. INSIDE DELIVERY PAID FOR BY • 3.8.D.3. NET WALL SURFACES W I TH WATER BEFORE APPLYING CLEANERS. REMOVE CLEANERS PROMPTLY BY B.F. EMERGENCY/SERVICE EXIT USE 70-R ALARM (EXIT DEVICE) WITH "BEST' 1E72 RIM CYLINDER. (BY TENANT). ROTARY FLOOR MACHINE EQUIPPED WITH A RED OR WHITE TWISTER PAD. ''//:,t cc.P ! RINSING SURFACES THOROUGHLY WITH CLEAR WATER, 5.G. INSIDE CYLINDER ONLY. 3$ CLEAN UP OF a- , TENANT'S FLOORING CONTRACTOR. 2. PRODUCTS 3.8,D.4. CLEAN BRICK BY BUCKET-AND-BRUSH HAND-CLEANING METHOD DESCRIBED IN BIA TECHNICAL NOTES 20. 5.H, MANAGER OFFICE LOCKSET SUPPLIED BY TENANT AND INSTALLED BY TENANT G.C. , A. DURING THE PROGRESS AND AT THE COMPLETION OF THE WORK, TENANT G.C. SHALL REMOVE ALL TRASH, DEBRIS, ETC. FROM . A, MATERIALS 3.8.D.5. CLEAN BRICKS WITH A PROPRIETARY ACIDIC CLEANER APPLIED ACCORDING TO MANUFACTURER'S 5.1, STOCK ROOM, TOILET ROOM, SERVICE AND OFFICE DOORS SHALL BE EQUIPPED WIT1-1 AUTOMATIC CLOSERS. (HYDRAULIC THE PROJECT SITE, CLEAN AND IN AN ORDERLY CONDITION. 10-7.3---0 9 , A.I. WATER SHALL BE CLEAN, POTABLE, AND SUFFICIENTLY COOL (NOT WARMER THAN 70'F). WRITTEN INSTRUCTIONS. , TYPE). , 3.6 PROTECTION ' ' 3. EXECUTION 3.8.D4. CLEAN STONE TRIM TO COMPLY WITH STONE SUPPLIER'S WRITTEN INSTRUCTIONS. A. TENANT G.C. SHALL PROTECT APPLIED COLORS FROM ADVERSE CLIMATIV CONDITIONS DURING APPLICATION AND CURING. DAM (1 SEM IN ADDITION TO THE GENERAL PROCEDURES DESCRIBED WHEREIN, REFER TO THE MANUFACTURER'S CURRENT PUBLISHED 3.8.0.7. CLEAN LIMESTONE UNITS TO COMPLY WITH RECOMMENDATIONS IN ILI'S "INDIANA LIMESTONE HANDBOOK." •■ B. ALL SPECIAL FINISHES OF CONCRETE SURFACES SHALL BE PROTECTED BY TEN. GC UNTIL FINAL TURNOVER. XX/XX/200, WALE: = PRODUCT LITERATURE FOR COMPLETE INSTALLATION DETAILS FOR THE MATERIAL BEING INSTALLED. 3.9. MASONRY WASTE DISPOSAL C. TENANT G.C. SHALL INSTALL VAPOR BARRIER AND MASONITE PANELS. TAPE TOGETHER. DO NOT TAPE DIRECTLY TO AL PRE 11-0"=11-0"A0 0 1 . PREPARATION , 31.A. SALVAGEABLE MATERIALS: UNLESS OTHERWISE SO ISE INDICATED, EXCESS MASONRY MATERIALS ARE CONTRACTOR'S FLOORS. MINIMUM PROTECTION REQUIREMENT TO BE TyvEc AND 1/4' MASONITE. A.I. ALL STANDARD ABSOBENT CONCRETE SURFACES MUST BE SOUND, SOLID, CLEANED, AND PRIMED. PROPERTY. AT COMPLETION OF UNIT BRICK WORK, REMOVE FROM PROJECT SITE. :• D. PROVIDE FLOOR CARE MANUAL. MANN BY$ 3.(1,13. EXCESS BRICK IN.ASTE: REMOVE EXCESS CLEAN BRICK UNIT WASTE, AND OTHER MASONRY WASTER, AND ' 3,7 WARRANTY AS LEGALLY DISPOSE OF OFF TENANT'S PROPERTY. , A. INDUSTRY STANDARD (1) YEAR FROM SUBSTANTIAL COMPLETION DATE. . Mail= No.s 40090201212 _ , . " ' ''. ee , , . , , , , ., ., ,, DESIGN NO. U465 ,,, s ,, N �ING WALE RATING 1R� ��ID 0 €0 ' ' ' • ' 1 2 1 2 , , , , 1 . . , . ...„.::::. . • . . _ . y x• y. +yam :L_ y � `., ♦ T k i ,, / \ ` �` `� `;,� I ` {� COPYRIGHT NOTICE. • ,.�.: .�.► r fii ,",,••4.s These drawings and specifications are copyrighted and subject to copyright • a g pYn9 1 Unrestrained � �P PYnr3 protection as an"architecture/work"under sec.102 of the copyright act;17 u.se.As amended January 2000• The protection includes,without 4,; limitation,the overall form,arrangement and composition of spaces,and , r y' elements of the design. Under such protection, unauthorized use of these , 6 0 , , 0 drawings and specifications may result in cessation of construction,building : .. t . seizure,and/or monetary liability. , , ! . ' cEILN4 . :� C4LN 1 NG !' , .. _. • I.° . .„ . Load 'Restricted -1 c s , See Guide G-t-- IA _...1- ._. 4211 O 42) C31--< ) , insTorligNAL rtmitistoN s C 09 0 "to, 36" 0 Ciii,, A , )0i 1.4*- Li(' ________+._._._. N ______ .... ',Lab.6. .... ........,.........-..... J.■.•■ .,... ..... ..... . , ;' ' r i t w.' M'+ ,- 4 _: " � . 2� 0 0 0 ' "� ,>;� �.lir i • IF 1. FLOOR AND CEILING RUNNERS -(NOT SHOWN)-CHANNEL SHAPED RUNNERS, 3 5/8 IN WIDE (MIN), 1-1/4 IN , i ift . LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS • SPACED 24 IN. O.C. MAX. It 9' IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER*-25 MSG MIN GALV STEEL NIDTH TO ACCOMODATE STUD ill. . . WITH OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED " '" ,.IV.'91 Oa I TO CEILING WITH FASTENERS SPACES 24 IN. 0•C. THE WALL CLADDING SHALL OVERLAP WALLBOARD 4 "ii. I On 1-1/4" IN. MIN. " FIRE TRACK CORP. " 2. STEEL STUDS-CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED SACK RETURNS, . .1' , FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. k '� R. 3. BATTS AND BLANKETS*-(OPTIONAL)-MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY . FILLING STUD CAVITY. y lig 1#1 SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. ►* ' 4. WALLBOARD, GYPSUM*-5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2SELF-TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD 1VPOIIIIIIIPPIMNMWPP ,,,�,�„ .�,;,_, ;,,. ,,,,�,�,, ,��,: ,,,,�, , ,�;�,. ;,�,, „�,,, ,, ,,, �;- - --- --- AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE .} =7'. •-- - -• F_ .:. t. SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE SG-C. A 14k . ies. 0 CANADIAN GYPSUM CO, LTD - TYPES C, SCX, 51-IX, WRX. ' CONTINENTAL GYPSUM COMPANY - TYPE CG-C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. CI Ilirpr 6 0 6 GEORGIA-PACIFIC CORP., GYPSUM DIV. - TYPE GPFS-6 OR GPFS-C. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK-G, FSW-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR. PABCO GYPSUM CO. - TYPE PG-C. REPUBLIC GYPSUM CO., - TYPE RG-C. STANDARD GYPSUM CORP., - TYPE SG-C. TEMPLE-INLAND FOREST PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYPSUM CO. - TYPE AR, C, IP-X2, SCX, SPX, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTROC FIREBOARD. W 4A. WALLBOARD, GYPSUM*-(AS AN ALTERNATE TO ITEM 4)-NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1-1/4 IN. Ct UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM*-(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 1/J5X. S. JOINT TAPE AND COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO TI-4E ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 0 Z 6. FURRING CHANNEL-(OPTIONAL-NOT SHOWN)-RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG Cr) 0 TYPE 5-12 PAN-HEAD STEEL SCREWS. , *BEARING THE UL CLASSIFICATION MARKING. Design No. L004 Alternate Floor Mat Materials* - •tional) -Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor CO 0 Primer may be applied to the ace of the mat prior to the floor topping placement. Floor topping thickness shall be as Z (0 F LLI ebruary 10, 2009 specified under Floor Topping ure. SCALE Unrestrained Assembly Rating -1 Hr• �AXXON CORP -Type A r-Mat LP-R 0 C0) i Et U . L. b ET. -,/� 65 Finish Rating -13 Min. 'T Load Restricted for Canadian Applications -See Guide BXUV7 N.T.S. pp � Lath (Optional) or use with floor mat materials, 3/8 in, expanded galvanized steel diamond mesh, 3.4 lbs/sq, yd or F--- < 0 C ci) orp. UL e -.• ession Mat (CSM) loose laid over the floor mat material, Floor topping thickness shall SYSTEM NO. WL1001 1. Finish Flooring -1 by 4 in. TitG; laid perpendicular to joists, or 19/32-in. plywood, min grade "Underlayment" in. Sturd-I Floor with TOG long edges, and conforming with PS 1-83. Face grain of plywood to be perpendicular to is with -�r joints staggered. MAXXO 'P, pe C ' Suppression ' �t (CSM) dr% 0 ....I (FORMERLY SYSTEM ND. ,�/ 1A. Alternate Finish Flooring -The alternate finish flooring may consist of the following: Q F RAVINGS-1, 2, 3, AND 4 14R (SEE ITEMS 2 AND 3) System No. 1 System 4 Floor Topping Mixture* -Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam zle. Finish Fl• • Top• Mixture* concentrate mixed 40:1 by volume with water and expanded at 100 psi through ■� u j T RAVINGS-0, 1, 2, 3, AND �4 SIR (SEE ITEM 3) Mix at rate of 1.4 cu ft of preformed foam to q4 lbs Type I Portland Cement and 300 lbs of sand with approximate) 5 nozzle. • r• 1.20 ft of prefo • foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5-1/2 gal of T of water. Cast density of Floor Topping Mixture 100 (+ or -) 5 pc f. Min compressive strength 1000 psi. Thickness 1-1 water. dense •f fl• topping m' - c15 to 105 cf. Min compressive strength of 1000 psi. Min thickness 1-1/2 in. .■ice 0 Ct W L RATING AT AMBIENT-LESS MAN 1 GFM/SQ FT. Y pp g ( ) p f p g ps pp g p p g p L RATING AT 4007-LESS TI4AN 1 CFM/SQ FT. ELASTIZELL CORP OF AMERICA -Type FF. - AR CONC (/) Q • System No• 2 tern No. 6 Floor Topping Mixture* -Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Wish Flooring -Floor To it Mixture* -4 to 7 gal of water mixed with 60 lbs of floor topping mixture and 1.4 to 1.9 cu ft Mix at rate of 1.4 cu ft of preformed foam to q4 lbs Type I Portland Cement, 62.5 lb of Pea Gravel and 312.5 lbs of sand, of sand. Compressive stren• to be 1200 psi min. Min thickness to be 1 in • , , *: \ .,, r.-------1-- ____ ,..._:,;-,-.I IA with approximately 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness 1 in RAPID FLOOR SYSTEMS -Ty• 'F, RFP, RFU, RFR, Ortecrete. > UI) 1--- .. . , , . ,..•. . . . , ID . ,, LITE-CRETE INC -Type I. Floor Mat Material*(Optional) -Flo. at material nom 1/4 in thick loose laid over the subfloor. Maxxon Floor Primer to be , .. ., . applied to the surface of the mat p to the floor topping placement. Floor topping thickness a min 1 in. over the floor mat. r. . . 4211 System No. 3 Floor Topping mixture* -6.8 al of water to 80 lbs of floor topping mixture to 1.q cu ft of sand. Min compressive strength MAXXON CORP -Type Acousti-Mat II, pp g 9 pp 9 p 9 Yl� W . , ... 1000 psi, thickness 1 in. I�- ■o�, Alternate Floor Mat Materials* - (Optional om 0.8 in. thick floor mat material loose laid over the subfloor with Crack 0 , 477 Ns illf illg 0 v HACKER INDUSTRIES INC -Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 4010, Firm-Fill High Strength, Gyp-S•• Suppression Mat (GSM) loose laid over the mat material. Floor topping mixture shall be min 1-1/2 in. Radiant and Firm-Fill 3310• . MAXXON CORP -Type Acousti-Mat 3, Crack Su• sion Mat (CSM) Q Floor Mat Materials* -(Optional)-Floor mat material nom 6 mm thick adhered to subfloor with Hacker Floor Primer imer to be applied to the surface of the mat prior to the placement of a min 1 in. of floor-topping mixture. Metal Lath (Alternate to Crack Suppression Mat (C' -3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq, yd loose W 0 , li I laid over the floor mat material. Floor topping thickn= hall be min 1-1/2 in. 03 HACKER INDUSTRIES INC -Type Hacker Sound-Mat. 2 ■ Alternate Floor Mat Materials* - (Optional) -Nom 0.4 i ick floor mat material loose laid over the subfloor. Maxxon Floor 0 ♦,`�-��► - Alternate Floor Mat Materials* -(Optional) -Floor mat material nom 10 mm thick adhered to subfloor with er Floor Primer to be applied to the surface of the mat prior to t' oor topping placement. Floor topping thickness shall be min 1-1/2 Z V� ,,,-,. Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor •ping mixture. in. ZZ © t HACKER INDUSTRIES INC -Type Hacker Sound-Mat II. MAXXON CORP -Type Enkasonic 9110 V) jI. ; ! is Alternate Floor Mat Materials* (Optional) -Floor mat material nom 1/4 in, thick loose laid over t• •ubfloor. Floor topping Alternate Floor Mat Materials* (Optional) Nom 0.2 in thick flo. . at material loose laid over the subfloor. Maxxon Floor W 4.. . <•> thickness shall be a min of 1 in. Primer may be applied to the surface of the mat prior to the floor • •ing placement. Floor topping thickness shall be as ce 1-77-• -- - specified under Floor Topping Mixture. . ., ' , HACKER INDUSTRIES INC -Type Quiet Qurl 55/025 MAXXON CORP -Type Acousti-Mat LP-R z o w Alternate Floor Mat Materials* -(Optional) -Floor mat material nom 3/8 in. thick loose 1.' •ver the subfloor. Floor topping w U thickness shall be a min of 1-1/2 in. Metal Lath (Optional) -For use with floor mat materials, 3/8 in. expanded • ized steel diamond mesh, 3.4 lbs/ yd or >' , ? g U ( p ) r p 9 r Y W i- r- w Maxxon Corp. UL Classified Crack Suppression Mat (GSM) loose laid over the fl• at material. Floor topping thickness shall Y w W o ce 1. WALL ASSEMBLY- THE 1, 2, 3, OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE HACKER INDUSTRIES INC -Type Quiet Qurl 60/040 be min 1 in. z > o 0w 0 CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 0 -- z Z ,„r-i ° 3 o SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE Alternate Floor Mat Materials* -(Optional) -Floor mat material nom 3/4 in. thic •se laid over the subfloor. Floor topping MAXXON CORP -Type Crack Suppression Mat (GSM) 0 j W zQ 0 thickness shall be a min of 1-1/2 in. FOLLOWING CONSTRUCTION FEATURES: E � m r- 40 A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 21-IR FIRE RATED ASSEMBLIES) OR System No. 7 ce 5 o di 8 STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. HACKER INDUSTRIES INC -Type Quiet Qurl 65/075 Finish Flooring -Floor Topping Mixture* -Compressive strength to be 1000 psi min. Thick to be 1 in. min. Refer to °° WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. manufacturer's instructions accompanying the material for specific mix design. ,r Metal Lath (Optional) -For use with 3/8 in. or 10 mm floor mat materi• /8 in. expanded steel diamond mesh, 3.4 lbs/sq, y., WIDE 8Y 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. yd placed over the floor mat material. Hacker Floor Primer to be appli for to the placement of the metal lath. When ALLIED CUSTOM GYPSUM PLASTERWORKS LLC -Accu-Crete, AccuRadiant ' B. WALLBOARD, GYPSUM*-NOM 1/2 OR 5/8 IN. THICK, e ICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. fit' metal lath is used, floor topping thickness a nom 1-1/4 in• over the f l• mat. :;�r,,,' THE GYPSUM WALLBOARD TYPE, THICKNESS NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATIONs' / / ! '�'f'E�'r't SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE Alternate Floor Mat Material* - (Optional) - Floor mat material nominal 2 - q.5 mm thick loose over the subfloor, Floor S stem No. 4 'rv''','- RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13-1/2 IN Y topping shall be a min of 1 in. "r Finish Flooring-Floor Topping Mixture* -3 to 7 gal of water mix 'ith 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of ,. t 2. PIPE OR CONDUIT-NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN sand. Compressive strength to be 1000 psi min. Min thickness t• 1 in. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC -Type AccuQuiet P80, Type AccuQuiet C40, Type Accut RSM 20, Type ; , �'1t:'` DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN DIAM (OR SMALLER) g p Yt� ' Y1� ' Y12 ` Yp fry - h_sr_�F 4,._�.a--�.. AccuQuiet RSM 32 Type AccuQuiet RSM 48, Type AccuQuiet RSM 64 and Type AccuQuiet RSM 120 VP'' _ vi 5- d v �c CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM MAXXON CORP -Type D-C GC, GC 2000, L-R T-F, CT i}'' '�`� ''r' r l Yp � � l l � r ,' �s��� .4 IN DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR rr, a �. ( ) ( ) ( System No. 8 ,,,,��P, HEAVIER) COPPER TUBING OR NOM I IN DIA (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE Floor Mat Materials* (Optional) -Floor mat material no 4 in. thick loose laid over the subfloor. Maxxon Floor Primer to be Finish Flooring -Floor Topping Mixture* -Compressive strength to be 2100 psi min. Thickness to be 3/4 in. m -efer to '''`''' h;, IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 21-IR. STEEL PIPES OR CONDUITS LARGER THAN applied to the surface of the mat prior to the floor to g placement. Floor topping thickness a min 1 in. over the floor mat. manufacturer's instructions accompanying the material for specific mix design. NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ABBOT STUDIOS ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR MAXXON CORP -Type Acousti-Mat II. MAXIT INC -Maxit 493 CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ARCHITECTS + PLANNERS + 3. FILL, VOID OR CAVITY MATERIAL*-CAULK-CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR Alternate Floor Mat Materials* - (Optional) -N• 0.8 in. thick floor mat material loose laid over the subfloor with Crack System No. ci SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF Suppression Mat (CSM) loose laid over the flo at material. Floor topping thickness shall be min 1-1/2 in. Finish Flooring -Floor Topping Mixture* -Compressive strength to be 2500 psi min. Thickness to be 3/4 in. min. Refer DESIGNERS, LLC CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- manufacturer's instructions accompanying the material for specific mix design. METRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT MAXXON CORP -Type Acousti-Mat 3, Cr., suppression Mat (GSM) 130 E.CHESTNUT ST.,SUITE 302 UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE ALPHA 7 GYPSUM L L C -EarthSmart Gypsum Cement Commercial Floor Topping COLUMBUS, OHIO 43215 FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE Metal Lath (Alternate to Crack Suppre- Mat (CSM)) -3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq, yd loose OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, laid over the floor mat material. Flo•' •pping thickness shall be min 1-1/2 in. Floor Mat Materials* -(Optional)-Floor mat material nom 1/4 in. thick adhered to subfloor with Alpha 7 Gypsum Floor 614-461-0101 FAX:(614)461-1107 AS TABULATED BELOW: Primer. Primer to be applied to the surface of the mat prior to the placement of a min I in. of floor-topping mixture, Alternate Floor Mat Materials* -- ' ional) -Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor .: ,, Primer to be applied to the sur of the mat prior to the floor topping placement. Floor topping thickness shall be min, 1-1/2 ALPHA 7 GYPSUM L L C -Type EarthSmart SCM WL, ARCHITECTURE q in. Floor Mat Materials* -(Optional)-Floor mat material nom 6 mm thick adhered to subfloor with Alpha 7 Gypsum Floor • MAX PIPE ANNULAR F T MAXXON CORP -Type Enk, ,? is 9110 Primer. Primer to be applied to the surface of the mat prior to the placement of a resin i in. of floor-topping mixture, �' L:\ ' '�v OR CONDUIT SPACE, RA, INC, RATING, ` DIAM, IN, IN' . HR. HR. G ` ALPHA 7 YPSUM L L C -Type EarthSmart SCI", RI, ; 1 0 TO 3/16 1 OR 2 0+,. 1 OR 2 P �° , 1 1/2 2 OR 4 3 OR 4 2. Buildng aper -�.ommereial rosin-sued t . 10-in. thk. ,� ►� �i i�4 ;".rc; 1/4 1 (?R 2 D 3. Subfloor -1 by 6 in. TAG laid diagonally or 15/32-in. plywood, min grade "C-D" Exposure 1 or "C-D" with exterior glue and 4 0 TO 1-1/2# 1 OR 2 0 conforming with PS 1-83. Face grain of plywood to be perpendicular to joists with joints staggered. S,OH10 6 1/4 TO 1/2 3 OR 4 0 4. Bridging -1 by 3 in. �, 5• Wood Joists -2 by 10 in., 16 in. OC, firestopped, 12 3/16 TO 3/8 1 OR 2 0 6. Nailing Clip -No, 18 MSG galv steel a rox 1 by 3-3/4 in, hooked over flan of zee runner, attached to joists with two g p 9 pp Y ge , joists + WHEN COPPER PIPE IS USED, T RATING IS OHR. 1-1/2 in. long nails and spaced 48 in. OC. l 7. Zee Runner -No. 25 MSG galv steel, 3/4 in. top flange, 7/8 in. web and 7/8 in. bottom flange, spaced 12 in. OC, spliced # 0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25 WB+ CAULK IS USED AND ONLY WHEN with tight fitting No. 25 MSG gals steel channel 6 in. long. 0 23-0 THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/6 IN. FOR 11-IR RATED WALLS AND 1-1/4 IN. FOR - , ?HR RATED WALLS. � SWEET* 8. Acoustical Material* ---12 by i2 by 5/8 in. tile. Periphery file supported by 1-3/16 by 7/8 in. by No. 24 MSG painted steel `� channels. (5)-Surface perforations. ARMSTRONG WORLD INDUSTRIES INC -Type P. (5). - XX/XX/2009 MINNESOTA MINING tt MFG. CO. - CP 25W8+. SCALE* AS NOTED A003 *BEARING THE UL CLASSIFICATION MARKING. - *Bearing the UL Classification Mark Y: MUM AS SCALE SCALE .� .�„ No.:V U . L. WL-1001 . L. DET. L004 40090201212 ,, se-- oil A fik E { 127'-9" III1°0-,iii 2011_0' 20'-0" 20_Ou 20°-Oil 2(((i-Die 4'_3di 21_6ii , 1212 ,, . i1 5/.' 101''-a 7/5°' 1c'•-0 1/2'6 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 • u.S.C.As amended January 2003. The protection includes,without .' I I T , limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these - _ drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. I -BOTTOM OF MEZZANINE PLYWOOD DECK = 11'-10 1/2" -JOISTS ARE 2XI2 TYPICAL (RESTING ON L.V.L.) I I I I -REFER TO PLAN FOR L.V.L. HEIGHTS- I I EXISTING DEMISING WALL (TYPICAL UNLESS I I NOTED OT1-IERWISE) FROM EXISTING CONCRETE SLAB TIGHT TO DECK ABOVE. THE G.C. SHALL ■Nummilommommommilmmrommommormilmommaimmommiwommmmommummimmommommummommimminsmoil I PATCH AND REPAIR, INCLUDING FIRE- SAFING III ALL VOIDS AND PENETRATIONS 70 MAINTAIN A I 1 ADJACENT TENANT (1) HOUR FIRE RATING PER UL DESIGN # U465. I Z A L E S �a iiiaiaiiaaiaiiiiiaiaiiaiaaaiiaiaiiiiiiaiiiiiiaioaiaiiaaaii/ MALL SERVICE CORRIDOR 1 . u ...�.i r . _ . - '��t�l� 1 II 1 I I o rl* I I 1 I I 1 ' 1 I I I // \\ 1 I II 11 II I I 11 L III ► 1 I I I I I I - � V� - \\\. I1 I II I • '-_-� 1 I II • I I i w II I II II 11 I WIL I _ _ � - -•I_ _ J- I 11 II I I II � II 11 II I rt - 1r _ -I - � _ 1- - - - I- i_. _ __I V \ / II � I I I I I y 1 I Htr �- �fi I I I I \` I _ I I I ) L 1 _ ii 1 I 1 II � _L _ L _ b \ /\ \� \ - . I 1 1 1 I I I / I•1 1 SBA JOIST SIDE TD SIDE \ I 11Ci � / \ \- > • I _ � _ _ � _ �- _ _ � _ -lam I I I I I I I I I (TIP) 5'_011 O.C. I I I III I \\\ I I I I -- - ' _ -I-- I 4 -I-- I I I 1 LI -. 1- _ H < •100 , 7 - - Cr•- - - 7 - - .1- - 1- -1 - -11 - -11- - -- - - - -) / / �'\ \ - - 1I I \ I 14 X71_ �v- 1 1 r I I I I I I I r I -� -�-- I I \ \ I /\/ • \"\/< \ / -I , II CZ I II L 4 1-- 11 TO mEZ4A14INE 1 \ I / \,/> j 1 I I D 11 I - -H - II - -111- - ---• t)1-- - -I ,---- 1 ? • // .:k I 7 . -I- r--1- 7 - - 7 - 7\ \ . P-81 I I - - - I - - I_ _ _ Ii _ _ I\� I I I I I I \ I >\ I/< ' I I I ► I I I u_ 1 I �- rr- -� . r ri1 \\ / 1 ' \ .\ / /. I\ 1 i I I I I / . \ -' ° 0 I x II \\ `< • I \ / -1 \ -1- - L -1- L � - - - � / /\ - `I cv } II 1 II 1 \\ I \/� //- -\ 1 i' ��\ ,-7 - - - L_ L_ _ / �\ I I I I I I I I I I I I I I I I I I + I C )-1 I !I H ► - - - - - - !' - - --I / - - 1 I I _ 1 . - `�� • �_. \ - W I I 1 I I r 1__�-E-�I E- -4 - -I- I- -11=-4 - N-- - _ / I I I I I T I o cn !I !! ,� {� �T i /i/ \ - - I I I ( � - - � T \ \ / 1 - J m �.. . ...� .�.�1�• -1--I. l 4. , / _. __I.._ .� . T . T . T . / ., T _ _ _ _ _ T�� ( . J �� v q 1 _ I`�1T • _ � . J i T +T -I r T 7 \ I.4 Ir 11 II H I II 1 111.1 i L - -I 1 1 I I .1 / ` \ / xJ T\ I `I / L � - _ - J • L _ _ - J - I 1 / \ 1 -I - - - - -T _�T• 11 11 11111 x 1 I I I I • ► I 1 1 1 -1 H _ _ II - /\-\ -1 --i / �� < I L ! _ - - i L _ _ I J Et I- --I �! ! 1 , I II ! I! II I! - ! _ � cs \ //,\ , -/- , - , . _ _ - _ _ 1 4 I ! ! ! !I ►! II II II I i �I I 1 L- - - i / \ ) `\ DUCT TO ' l� II II II 11 it II lit 1 I OW I i I -� .� _1 I //// \\\\ y$ 3ooiAFFj I . I=1 BEL I I 1 -I I- I /7 : 1 \\ /, / ` I 1 I i 1 d I I ii ► ii II 11 1 '1 !! ;I 1! _;I _ ',! - - - _'__= -_ A D E 0 . 1271_cl" } 1 i-8 11 20 I-0 I 20 I-0 I 20 t-0 I 201-0 l __ 20!-0 1 6 i-q li 1 2 1 2 , LAYOUT LAYOUT . . POINT r POINT , COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright . I I protection as an"architectural work"under sec.102 of the copyright act,17 u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. NOTE: REFER TO STOREFRONT SHEETS (A400 SERIES) THIS SET FOR EXISTING DEMISING WALL (TYPICAL UNLESS DIMENSIONS, NOTES AND NOTED OTHERWISE) FROM EXISTING CONCRETE ENLARGED DETAIL INFORMATION SLAB TIGHT TO DECK ABOVE. THE G.C. SHALL PATCH AND REPAIR, INCLUDING FIRE- SAFING I ALL VOIDS AND PENETRATIONS TO MAINTAIN A NOTE: ADJACENT (1) HOUR FIRE RATING PER UL DESIGN # U465. THIS STOREFRONT IS SELF ' TENANT SUPPORTING. ANY ATTACI-IMENT a PAC SUN GRAPHICS TO MALL STRUCTURE ABOVE IS - MALL SERVICE CORRIDOR FOR LATERAL BRACING ONLY. I I 14'-I 3/4" 7'-11 3/4" 51_1" 13'-6 1/4" 21'-q" IIIIIIIII I 13'-3 5/8" 511-0" WOOD SIDING I I SEE SHEET 1/A702 I u I II „ I � '-3 5/8" 24" I 1'ii 3 5/8" 24" NEUTRAL PIER i 3/4" f ( SEE TYPICAL TOILET 7 -2 -6 (11) SURFACE MTD. STANDARDS @ 24 O.C. - 20 -O' (6) STDS @ 24 = 10 -0 (24) SURFACE MOUNTED STAND RDS @ 24 O.C. = 461-0" F.D. 3 -0 3/4 ROOM DIMENSIONS. 4 7/8" 1_3u '-6" 'lel -G 4 7/8" I ig I �� limmimmiiiimiiiminurvAimil '♦ / •• • • • • • • ••••• ••f• •ti•• •i• •••••tif■'.�i••i•••••••••ff i•••i•iiifiii•iifiii•ii•ii••i•i•••i••••••i•••••fi•i•iiii•iii•fii•••iiiif••i•i•••iiifi•tiiii••}•• ♦i•:iiiii••ii•ii•••i•iii••i•i•if••ii•fi•f•• -----------k—vr-- -----r--- -►r♦ ♦♦ � .♦♦ ♦ ♦ ////i/r/rid/r/i/rid/i ��/�%r/r/r/r///r.�c.! /r/� � .. .. w w e r����� ����������������������.����.�/����I���L��►�������.r�����i ♦ ♦♦ ♦ ♦ �'♦♦♦♦ r .Ilr�r�r�r�r�r�r�L�f/r��Ir//�`I� �/�������r�������Fra• • •••••a••r•aw •a•r •r• ••••••••• •• • rr ♦ • • • .. w • • � • -------------------- --- ------_ _.._ .__- .-------- _-___—_.-- _ -_- _— •� •• • • • • ♦ • • •••• ••r♦••r• ua•••w •••••raa..•r• •••rrr••ur••urrraaruauu••uu•u•u•ruuri♦uuuurr• a•ruuu•uaruarraaaaraar••aa•w••rw••••uau••rya•uc••uuuaaruasaaaaaa�a•uu•r•uur�►r� _ _ _ _ -_--_-- -.---- -- _ _ Loj ill; ,� !P' / I II I_ _ N I I /IJI i I I I I / I I - II I N 'I I I I I I ! I I I I I I I I II I II I z ® " b -- I I ,� Hi! FRONT SALES cn � �� F.R.4 I I O 1 2q I >- N = / / Al o \ I i V I I 1 I - 100 ONLY a a I —) -°° T i '-6" 3'—3" — : A�,0• Q REAR SALES ® ( ( 1 N. LINE OF MALL 40 I I I �i / / 100 ONLY 2 J BULKHEAD •II O I 1/2"��i RESTROOM MIN R.O. /2 TEMPERED 4■ `/ I I v SEE SHEET A501 TIP ( 1 1 1 TYP--I 4 II L ' S+ I I FOR FITTING ROOM 11 I GLASS � ® TYP T D- 5 ELEVATIONS AND „ w — — — — 31_011 4 I I = EXIT HALLWAY I I / 0 ENLARGED PLAN. Q ,r__________________741-6" E�? a GNi I El oz MIN i I I. `1' o T I 1 FITTING / •� - - ■•I : ; . ' 'V D-6 e ROOM % L iii± !!i'I-;I 1 _ ALCOVE / ■�'� w () 161 :■ . Wit--t- n-/ / / ( - - 0 Q r - w _ / /F _ q taw z El 1 kn !i — — • • _ j� I 1 G.C. SHALL �i o A �� / START FRAMING / /, N I I /j I w — I I = O p�4 ( ( LAYOUT AT THIS o I I a 8 i/ ›- i I = 40 J - - o F.R.4 I I COLUMN %I' 0 aW NOTE: ".- 1 I-- �� 3" ""r (BACKSIDE OF I / %I ° ► , MAINTAIN MINIMUM 36" w ; -- F.D. 41_211 18" 3'-3" I r GYP• BOARD / 0 \ / u T W w MIN MIN R.D. '�iiiiiuiiiiiiiiiiiiii� SHALL BE FLUSH I % — — — — — — — — — - - - - AISLES BETWEEN FIXTURES NEW ENTRY DOORS Z i 7/8" 7/8" / — • -}- �/- - -�' AND A MINIMUM 44" PATH I ",i BY OWNER w 4 7/8 4 7/S I I COLUMN)FACE OF I �! _ CASH/ //\\ OF TRAVEL FOR EXITING ` I a — I- p-4 1 I (0 REAR SALES AREA r _ WRAP f ' PER A•D.A. REQUIREMENTS TYP FRONT SALES AREA ( : [- (�� r�l F.R.3 ( ( . 11 r�l cv ' f 1-r■� [g31 ML'.■��i■■■.".� Er I 11 1 " I I= I 1% iriiiiiiirii/ii/ii.� 5/a" % % Q - - " I `� _ 411 4 UJ 1-0" 31-0" STOCK I I Z I- _ % 2 1 0 MIME ROOM ( I m L� - 1 1 Il 1 %1L 3 3 I 1 (..t u I / 4 .1 -7 b I A 600 ® a 0 11 F.R.2 I I / 1 NOTE: SEE SHEET A002 I I 400 36 MIN I I / 700 FOR DOOR SCHEDULE M �` 2� I` / i-_ w I 2q I --I i LINE OF MALL I -= _. -- " TYP i i 1 IIIPP1 BULKHEAD N f///'/�/i/�'A//.irl�///'/�/////i i// / w 3 4 CAN 1 I _ _ --- I i a > I i 6/4 Lill 1 z 45, I co 1 -t- L 30--r < I/ i_0" f ' r C I s1 N I / 2 - I / - �' Q 2 TYP i I i I ® I-i '�N 2 LEASE LINE N m - N I f I I �--- ., i �i I I j Iiiraill_- - _ _ / F.R.1 -- - — — — — — ' �o. I 1•i -- — — - -- - / © JJmt M� - - _ - - - / CI R I I 1 TYP. \ li a - II II Ii If II I II SYS1 Ct 0 I IN1 1 FlN1• ♦ i } i • • •• •♦ }• •i ••• •fi •f• }• fff V•i• } •• • • f••••ff •• ••fff•I•ff•f ••• i•• flfi♦ •i•• •• • •i •i •• •• •• •i11•♦♦i•ifi •iif••ff•ff}•}•f f}f}}f♦•1•fff•i••liii••♦•♦.• i••.i••ii • •••• •• • •• • •• •♦ ► •• • • f• •}i ••}ii••♦•1•f}f•iii • i ••i•••�� ruaa • ri-- • •• tiara •rota• a • � -- ♦ a • fa oar• ua •a • a • •S •• • • a• • • rfi • • car♦ ♦ ♦ ♦ •car ♦ r • • araar •► r arc arc • ♦r• a'♦,♦ •aaaPiurr♦• rr •r rAuuaaa• arra'L car ra♦rsuraarruaaaaua.rra.c__rs• arawrruurraaaaru• area rra uaauaaar a rr •aka Ruudir •• •aaaraauaauuas• arraaaarraaaf•rasuaaraar• •a•♦auauarrraa}isa aaa aauuaarraaa• •• ararrrrarr • 441 R. ♦ _ ♦ � 4• �1 a ♦ ♦ fi► ♦ a • a a •a is a ♦ art as r•♦ ♦ ♦ a • ♦ a ar♦r♦r♦aaaarivaaaaa •rata•ararasaar � uaaaI I I " I ii ! I 1 " C �� UJ 1 -q 4 -0 3 - 2 -0 TYP - ►1 MIN TIP I- W - NEUTRAL PIER W I I o 11_611 (11) SURFACE MID. STANDARDS @ 24" O.C. = 20'-0" 311 6 STDS @ 24" O.C. = 10'-0" 3" (24) SURFACE MOUNTED STANDARDS @ 24" O.C. = 46'-0" 1_ " C9 0 Ict ... 0 I m 28 0 i Z C) D _ 1i I_ II 1'-3 5/8" I_ 5/8" 1'-3 5/8" !- 11 iii I cn D. 131-6 1/4" 21 q 131-3 5/8 511-0" .. u j x _ w CC I 1— —I �1 ADJACENT 1 r ) rt I— I 1 TENANT EXISTING DEMISING WALL (TYPICAL UNLESS - I 1 A501 NOTED OTHERWISE) FROM EXISTING CONCRETE (I) I 2$ I SLAB TIGHT TO DECK ABOVE. THE G.C. SHALL FITTING ROOM DETAILS PATCH AND REPAIR, INCLUDING FIRE- SAFING z I 61 I 1 AND ELEVATIONS ALL VOIDS AND PENETRATIONS TO MAINTAIN A < EL 0 TYP (i) H #OUR FIRE RATING PER UL DESIGN U465. 0 (,)o !Li o , I. ° ? I- To E o ''''' 0 Lli - fn L ■� ■■■■■■■■ ■�� - Q I z CONSTRUCTION FLOOR PLAN °- SCALE: 1/4"=1'-0" 5 W cc w O1-- w vQ eL U Z CC w c ow ° z > 0o -1> ce • . p � oZlWo FRAMING LAYOUT START POINT NOTE SOUND ATTENUATION NOTE IN-WALL BLOCKING NOTE GENERAL NOTES WALL PARTITION LEGEND > w m GENERAL CONTRACTOR IS RESPONSIBLE TO MEASURE (VERIFY) OVERALL DIMENSIONS, COLUMN SIZE it • G.C. SHALL PROVIDE AND INSTALL 'OWENS ALL INWALL BLOCKING SHALL BE IN 1. G.C. TO PROVIDE 4 INSTALL FIRE EXTINGUISHERS FOR STORE ++ ++ ++ + + n " " 0 m o LOCATIONS, BULKHEAD HEIGHT, ETC, OF SPACE AFTER DEMOLITION (ALSO CONFIRM CEILING CLEARANCES CORNING' 4" THICK X 24" WIDE (TRIM TO FIT) ACCORDANCE WITH BUILDING CODES (REFER TO OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A I I I I — NEW DEMISING WALL - 6 x l8 GAUGE METAL STUDS @ 16 0/C WITH 5/8 TYPE X GYPSUM BOARD TIGHT r= — NEW FULL HEIGHT INTERIOR PARTITION - 3 5/8 x 20ga. METAL STUDS @ 16 O.C. (MAX.) WITH 5/8" TYPE AND LOOK FOR ANY OTHER POTENTIAL OBSTRUCTIONS). IF FIELD DIMENSIONS VARY BY ANY AMOUNT FROM SOUND ATTENUATION FIRE BATT/MINERAL CONSTRUCTION CLASSIFICATION ON COVER MINIMUM, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF TO DECK ABOVE BY G.C. TO ACHIEVE A (1) HOUR FIRE RATING PER U.L. DESIGN 0465, SEE CONSTRUCTION X GYPSUM BOARD AT ONE OR BOTH SIDES AS INDICATED ON PLAN (USE 18 GAUGE STUDS WHERE � PLAN NOTES NON-SALES PARTITION HAS WALL STANDARDS APPLIED). 'i,�. THE DIMENSIONS NOTED IN THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOT WOOL INSULATION AT THE PERIMETER WALLS. SHEET THIS SET). NOT LESS THAN 2A1OBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS .'i,' CONTINUE FRAMING LAYOUT UNTIL DIRECTED BY OWNER ' CONTRACTOR SHALL NOTIFY OWNERS FRICTION FIT BATT INSULATION BETWEEN ( - F.R.T. WOOD BLOCKING MAY BE USED FOR (1) OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. " u n 5/8" .�r,ii,,,{,!;, CONSTRUCTION MANAGER IMMEDIATELY IN WRITING OF ANY DIMENSION DISCREPANCIES OR BUILDOUT METAL STUDS - BUTT INSULATIONWITH ENDS HOUR F.R. CONSTRUCTION TYPES — EXISTING PARTITION TO REMAIN UNDISTURBED. G.G. SHALL PATCH AND REPAIR SURFACE TO LIKE NEW �!�� — NEW PARTIAL HEIGHT INTERIOR PARTITION - 3 5/8 x 20ga. METAL STUDS @ 16 O.C. (MAX.) WITH 5/8 �:iigII" YPE AND TYPE IV CONDITION" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. REFER TO CEILING PLAN �I'ii' it OBSTRUCTIONS). IF OVERALL DIMENSIONS OF SPACE MATCH THIS SET OF CONSTRUCTION DOCUMENTS, THE AND EDGES CLOSE TOGETHER AND FILL ALL AND TYPE V CONSTRUCTION TYPES AS 2. SPRINKLER SYSTEM DRAWINGS SHALL BE SUBMITTED AND REVIEWED +h,l , UNDER SERPERATE PERMIT BY FIRE PROTECTION ENGINEER. THIS SET FOR CEILING HEIGHT, WALL IS TO UNDERSIDE OF CEILING. yF"°a"'lu'0,4,,, CONTRACTOR SHALL BEGIN FRAMING LAYOUT BY SNAPPING CI-IALKLINES OF ALL WALL LOCATIONS BEFORE VOIDS WITH ADDITIONAL INSULATION. G.C. PERMITTED BY LOCAL A.H.J. 5/8" „ 5/8" , , 't r'+a;;. 44" �1r — NEW (1) HOUR FIRE PROTECTED WALL - 3 5/8 METAL STUDS @ 16 D.C. WITH (1) LAYER 5/S TYPE X ,i R, I1 r,, BEGINNING TO SECURE TRACK. REFER TO A100 FOR LAYOUT START POINT. IF LAYOUT START POINT IS NOT SHALL PROVIDE AND INSTALL GYPSUM BOARD, F.R.T. WOOD BLOCKING IS NOT APPROVED IN 3. A 44 CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED •••••••••• _ +' ++ p;;;hi.. i;];u:,,,i�t GYPSUM BOARD EACH SIDE PER DESIGN 0465 aara•a••a• NEW SALES AREA DISPLAY WALL (2) 3 5/8 x 20ga. METAL STUDS @ 24 O.C. (SEE DETAIL B/A100) ,.,;,;1,,x1, 1,i ;,, INDICATED ON CONSTRUCTION PLAN, GENERAL CONTRACTOR SHALL CALL ARCHITECT IMMEDIATELY TO TAPE JOINTS AS NEEDED TO ELIMINATE ALL TYPE I AND TYPE II-A AND NON-COMBUSTIBLE THROUGH ROOMS TO EXIT DOORS FOR EGRESS. 1/2" �' [1 'r T1N,,:, SECURED TO DEMISING WALL WITH 1/2 GYPSUM BOARD ON SALES AREA SIDE. G.C.GC SHALL INSTALL SOUND ,► 1 ,: ; ;,11 OBTAIN START POINT IN WRITING. ALL SALES AREA AND FITTING ROOM DIMENSIONS ARE HOLD DIMENSIONS HOLES. WALLS SHALL BE SEALED AT BOTTOM CONSTRUCTION TYPES. ALL IN-WALL BLOCKiN " " " 'IP 11' „a; n'. BLOCKING ♦�♦���♦�♦� — NEW PLUMBING WALL - 6 METAL STUDS @ 16 D.C. (TOILET AND SINK WALL 3 5/8 FRAMING AT SIDE ATTENUATING INSULATION (REFER TO SOUND ATTENUATING INSULATION NOTE THIS SHEET). IF ADJACENT ,�:""��E �!=��,�, AND SHALL NOT BE ADJUSTED ON SITE UNLESS DIRECTED BY OWNER IN WRITING. IF FRAMING CONTRACTOR 4. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED ♦.♦_♦_..♦. ) ,! "_ AND ANNE TRACKS WITH NON-HARDENING IN THESE CONSTRUCTION TYPES SHALL BE 16ga. WALLS) WITH (1) LAYER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE (UNLESS FURRED FROM DEMISING WALL) SPACE IS NOT OCCUPIED 5Y TENANT, SOUND ATTENUATING INSULATION SHALL NOT BE INSTALLED) 1' �9`' =' DOES NOT FOLLOW THESE PROCEDURES, ANY REQUIRED REWORK THAT IS CONSIDERED AVOIDABLE BY PERMANENTLY RESILIENT CAULKING (SUCH AS ++ FIRE-PROOFING WHEN APPLICABLE. J"" ( METAL (MINIMUM 6 WIDE AND SHALL SPAN TO CEILING ABOVE (OR FRAME TO 7'-6" ABOVE FLOOR IF OPEN CEILING) 0- .4 OWNER SHALL BE DONE BY CONTRACTOR AT CONTRACTOR'S EXPENSE ON OWNERS SCHEDULE. BUTYL RUBBER BASE COMPOUND).) MINIMUM 2 STUDS 5. ENTRY DOORS SHALL BE CLOSED AND LOCKED AFTER BUSINESS HOURS. ABBOT STUDIOS G.C. SI-IALL PROVIDE AND INSTALL SOUND ATTENUATION 6. COMBUSTIBLE MATERIALS SHALL NOT BE USED ABOVE CEILINGS WI-lEN CONSTRUCTION PLAN NOTES BATT INSULATION IN STUD CAVITIES WHEN SPACE HARD LID CEILING IS SPECIFIED. ROLLING SHELVING UNIT. G.C. TO FLASH SKIM NEW OR EXISTING ARCHITECTS + PLANNERS + OPPOSITE DEMISING WALL IS OCCUPIED BY RETAIL TENANT 7. ALL SECURITY DOOR AREAS SHALL PROVIDED WITH A 1 G.G. TO INFILL EXISTING OPENING WITH NEW CONSTRUCTION TO MATCH 13 NEW HANDICAP ACCESSIBLE PLUMBING FIXTURES, REFER TO DETAIL 1/A702 2$ CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/8" IN 10'-0" AT DESIGNERS, LLC - i.r,�.A L BE PR V DED T KEY LOCKING o EXISTING ADJACENT WALL CONSTRUCTION 4 FINISHES. ALIGN NEW AND PLUMBING DRAWINGS FOR DETAILS. STORAGE UNIT. DOUBLE SLOTTED SURFACE MOUNTED DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION CONSTRUCTION WITH EXISTING FOR A SMOOTH, FLUSH TRANSITION. 14 WALL MOUNTED HANDICAP ACCESSIBLE DRINKING FOUNTAIN, REFER STANDARD WITH 1" SLOTS AT 2" D.C. 5/8" GYP. BOARD ON DOUBLE 3 5/8" X 18 GA. AND SO LOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE a TO DETAIL 3/A702 ` 2q LINE OF SOFFIT ABOVE 130 E.CHESTNUT ST.,SUITE 302 REAR SERVICE DOOR P LOCAL Nil IN GO QUI M N S a USE #10 3" LONG SELF TAPPING SCREWS. METAL STUDS (STANDARDS @ 24" D.C.) ) ( ER L L B LD G DE RE RE E T ) WOOD HEADER ABOVE 24"x 24" FLOOR MOUNTED MOP SINK, REFER TO PLUMBING DRAWINGS FOR COLUMBUS, OHIO 43215 ATTACK AT EACH 1.4OLE. 6. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION GASHWRAP FIXTURES PROVIDED BY OWNER, SET iN PLACE BY G.C.- REFER 1' DETAILS 3o IN OF DISPLAY AREA PLATFORM 614-461-0101 FAX:(614)461-1107 VALUE OF ONE FOOTCANDLE (MINIMUM) AT FLOOR LEVEL; THROUGHOUT 3 - O SI- ABO2 AND E101 FOR iN ORMA ION --'�, , r II . Ii " " a / a TO EE r D R F T 1 1/2 X 1 1/1 L ANGLE W MF--1 FINISH CLEAR ' .1 EGRESS PATH. (16` Ft-001 DRAIN, REFER TO PLUMBING PLAN ri i - - -- .,_. "..) ARCHITECTURE COAT. (TYP. BOTH SIDES -_....___ _ I .': SURFACE MOUNTED q. ONLY PANIC HARDWARE APPROVED AND LISTED ED BY THE STATE OR - _ _ . - . - SURFACE MOUNTED WALL STANDARD - REFER TO DETAIL. B/A101 FOR t ) STANDARDS PROVIDED BY ,�, , ,.�_ �__,_ _ ., _ _,.,. _, , ,,. ,, _ - ,: . �_ � ^ _ ,_ D .ARAB BARS 4. AND 3� LONG. G.C,. TO PROVIDE IN WALL LOC.AL FIRE MARSHALL SHALL BL INST ALLEi AT REAR SERVICE DOOR ® 17 HANOI APPE k31-- TYPICAL WALL STANDARD SPACING DIMENSIONS (SALES AREA) x,9,,ED ARcz„, . ' OWNER, INSTALLED 5Y G.C. - - `--A- (NOT APPLICABLE FOR EXISTING REMODELS).). - - - - L&,,) BLOCKING AS REQUIRED, REFER TO DETAIL 1/A702 ( 35 ALIGN SOFFIT WITH CORNERS OF WALLS `� 1 �Inys' -� 10. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHLN FITTING ROOM LIGHT/MIRROR (SEE DETAIL 13/A701) 1 G.G. TO USE MOISTURE RESISTANT GYPSUM BOARD IN RESTROOMS. �:' SERVING AREAS WITH AN OCCUPANT LOAD OF 10 OR MORE PERSONS. NEW MOVABLE GONDOLA FIXTURE PROVIDED BY OWNER ASSEMBLED ) , 34 ° WILLI h a'±v�i'.1- ^7:- T ' NEN WALL (REFER TO CONSTRUCTION PLAN) ------ '. FITTING ROOM AREA CLOTHES HOOK - G.C. TO PROVIDE IN-WALL BLOCKING AND SET IN PLACE BY G.C.l I ��� � TOILET ROOM SHELVING REFER TO q/A702 � '� ` ' : . STANDARDS. STANDARDS @ „...1 11 DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE EXIT HALLWAY SHALL � lq H D HANGROD H.D.D SURFACE , : : `. :, . . ' . :. BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING a FOR WALL MOUNTED HOOKS, REFER TO DETAILS 3/A501 AND 4/A501 (35 „ ,s E - G.C. COORDINATE `✓ TYPICAL (SEE I/A70 ) NEW SURFACE MOUNTED SLOTTED WALL ''' : '.:.':: :' 2A10BG FIRE EXTINGUISHER BY TENANT G.G. G. . T RD TE ,, : '� '� ` A MIN. ci0 MINUTE RATING. •20 24 O G T L (S 3 ; (' 1 a -•. - ••� ••••_. �•' EXACT LOCATIONS AND QUANTITIES WITH FIRE MARSHALL i E T F RE R LL METAL CORNER GUARDS SEE DETAIL 7 :��.:.��� ET L R ER RD E E 4/A 00 ;�:.. E D T L STANDARDS WN A IA _ 3 6 C TO ERE APPLICABLE,E REFER T L 7 C �'11N43 OHIO ( � ROOM C (SEE DETAIL A5 F :� �.'•�,,;;. FITTING M N H i 2/ 01 F T R BE EE DET L . 1 I 1 a G a 2 SIGNS SHALL ELECTRICALLY i . EXIT IC ILLUMINATED AND H W LLB ELE TR LL L 0 !A •<� G E Y L TED D T E T CONSTRUCTION PLAN) ,. .,..,..• .:•:.:..,....,;,. ,, .. - :'.:.::'�... : , . • . :.. ;. :.:.:.•:.''.,:-'.°: ::..'.::::..:.. :<::. . y';.•: :':.:.;,. ,:< :. ... OFFICE DESKTOP WITH SHELVES SEE A -- - - - ti>, •: _ :: • :,.: ..• _ >.•'. :• ;' :;::•:.:; ':.„`'-';: ` LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS WITH q0 MINUTE 21 FF E DE KT P T ELVE ABOVE EE DET IL 6/A703 ct • ,. '• ''... NEW STOREFRONT SYSTEM, SUPPLIED BY OWNS INSTALLED BY G G a . AT BACK-UP. ILLUMINATION iNA I A , „•,., BATTERY B K P LL M TON 5H LL NORMALLY BE PROVIDED BY $ , y�•� __ ::';.'.. . ... ::>,.•: ... ...:. >..”..' . :..:....... .. .. ..:...'•.:• . ,. SAFE (PROVIDED BY OWNS ) G C. TO BOLT TO FLOOR FACE ' :.• ..:�.::'.:�::".� '� .• '.:':,':: .•. , .: •..:, ,....,; .��.-:: THE PREMISES WIRING SYSTEM. 1N THE EVENT OF FAILURE OF THiS $� 22 MANAGERS P R {p � OUTWARDS. 38 _ SYSTEM, I MIN a 5 U NATION 5HA AUTOMATICALLY Y TE LL T LLB 0 1 OM AN E PR V { PROVIDED FROM a A I A W N TUBE (SEE 16/A702) BE E D L DR T E ET ► ��� q G i ( EMERGENCY 1 M N SYSTEM.M E ERE Y I G Y TE . MANAGER'S OFFICE C. FILE CABINET ER FF F E B T 3 5/8 l a c S U @ C O AC G E E X N H T D E TER F E g 3.l _ STANDARD LOCATION (24 O.C., WITH 3 •- ' z `'. ,. ',-.. • . . • .4.' : ; ,.,:. 13. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS LOCATION OF TELEPHONE AND ELECTRIC PANELS (SURFACE MOUNTED), " ”: uu c„,,, ,,0 � BULLETIN BOARDS -- 3t W, x 48 +�., BOTTOM OF BOARD TO BE MOUNTED @ DATEz '.3!"{�?X'1': 5/8 x 18ga. TRACK FOR BLOCKING AT' PENETRATE FIRE--RATED WALLS OR CEILINGS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 24 " 40 - - - - - -•-• XX/XX/..009 EACH STANDARD LOCATION. _- -'� 1 Y a0 S OPERABLE - D - 36 A.F.F. _ SC.ALE: ,,, 4. EVERY EXIT DOOR HALL BE PE> AB E FR M THE INSIDE WITHOUT EMPLOYEE MICROWAVE AND REFRIGERATOR 2 THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. 11 - - -' ' `' - ® G.C. SHALL INSTALL SOUND ATTENUATING BATT INSULATION IN A NOTED 41 Al 00 THIS WALL (SEE SOUND ATTENUATION NO HI r 26 HARDWARE BIN, REFER TO DETAIL 4/A702 AND 8/A703 ( NOTE T S SHEET) MANN SYS 15. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO Q AS AtePLIENe SCALE SCALE �-- WALL HUNG AS EQUPMENT (SEE DETAIL 6/A703) EMPLOYEE LOCKERS SUPPLIED BY OWNER, ASSEMBLED AND ;' g�_ �r- -:' _ __99- �� i FACE of GYPSUM BOARD UNLESS NOTED OTHERWISE. 12 2 7 BAR BIN, REFER TO DETAIL 5/A702 AND 7/A703 �2 SET IN PLACE BY G.C. PROJECT' No.: 40090201212 ,-----N t---- ,,—, ,,, GI ) (B''' ( D ) E ( F ) , , I , , ,: I .,., , COPYRIGHT NOTICE: , , These drawings and specifications are copyrighted and sub e t to alpynght protection as an'architectural wore under sec.102 of t e cop right act,17 I I I 1 1 I . , u.S.C.As amended January 2003. The protection inciu les,without limitation,the overall form,arrangement and compositio of spa s,am! ,: 4filhl'i c use elements of the design Under such protection, unaut orized se these ,,_„„ . , drawings and speccations may result in cessation o construct building TOILET EXIT FITT. ROOM , seizure,and/or monetary liability. ROOM --- HALLWAY & ALCOVE N P-1,FRP-1 N 1P-1 N P-5 5 5-4 5 5-2 5 5-1 T P-1 T P-1 T P-1 F F-4 F F-3 1 F F-1 I e5 N/A I e5 N/A I C5 N/A I I I I - •noloommommoommommommommoommonommommonon■noloommonomm■•••■••■••=o•••■•••••••••••••■ 1 THE G.C. IS TO INSTALL RED .1 I I TILE TO INDICATE EGRESS P-1 I I I AISLE (4 FULL TILES, 44" ADJACENT MALL SERVICE CORRIDOR ENTIRE MIN.) FROM SALES/NON-SALES I TENANT I I MI VESTIBULE DOOR TO SERVICE DOOR i MALL SIDE I I I ............................................................ .. .....................................■................................1■11111111111111111111=11111111111111111111111111111111111111111111111P _ I am I me _ pr- =1, 7................. ..... T T, T , 7 7 7 7 _ 7 - 7 - - I 1 mir _ T _ T - 7 _MIIIIIIIIMM■MMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII•1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr' , T 7 _ —- , T 1 L _ _I _ _Ak_t_ _ L _ _J _ 1111, Miji in i,..., , d r 1 II 0 0 II Il Il 0 0 II II II El I 1 1 1 1 1 1 i Il II II II 1 1 Il II II II 1 0 0 II 0 0 0 II 0 1 Il 0 -I j 5 \ I niZIMIOTTI ■ 1 I •70 4 I F 111111111111111111 F.R.5 iii I DISPLAY I \ 11111 - r- 1 MIUMNIP - - - - 1 pi P-1,SF-2 11101 b furl I RESTROOM / MIIIIIIIIIIimminthamia_ I Mil 411, • ! RECESSED FLOOR OUTLET INSTALLED IN 5 5-1 CENTER OF DISPLAY I... A 1 \ __ /AIIIIIIIIIIIIIIEIRIIIIIIIIIII I L — ..A., PLATFORM •70 A OWNER'S FLOORING VENDOR SHALL POLISH I GN1 niii;-RE2 Fr1\17 - - 111 11111 Immaarizszsimalp 4 A70 , - EXISTING CONCRETE SLAB (REFER TO DIVISION cI SPECIFICATIONS FOR POLISHED CONCRETE LEASE LINE _ _____ _I co*iiiiimaii mop ill - 13119 11111111111111111111111111111.1 FLOORING SPECS). FLOORING SHALL NOT BE LL ES ' lA Ilio• v-a.m. !!_j 4.A.• 11 .1.111111111111111111111111111111111U131 POLISHED IAIITH FINER THAN 1500 GRIT ABRASIVE = - TO ENSURE SLIP COOEFICIENT RATING OF .6 OR 1- 7 wics, Al. - ill if 1 _ „. GREATER AT ANY SINGLE LOCATION. iit -A-, , .Boo ... TOREFRON ENTRY I I 1 1 1- , I El = = - L 11 . 5 1,, 6 u. I i i j A701 I 1/ — ,46. I F.R.4 I ‘ i- 1 tTi Lu . ..... . 1•111111111■1111111Will it 1-1 1. El SF-1 1 ---... z 1 _ — 171 STOCK A 70 A If 1 - - - I FITTING ROOM I - A ■1/4 CASH/ \\// 6, 1 A 5 N/A \ j A - ALCOVE WRAP A \ i--- n 5 /\ i F A 400 - ), , . •BOO \ Z D I ,-- im=1 0 11141C 0 , ____ Pr" El Ei •5 KO• nillics Nr•IP/RAAEL FL I NF.I N. _ A 111 1E1 i F.R.3 Ill AN5400 NI w Its II-- 11 III ......1 5 . G 5 D ' CI. ce Ill 1 ... Li — Nk A 5 0 0 r C Cl) ...... 'IV' it., I li li TOREFRON < o . REAR SALES AREA - , FRONT SALES AREA I ce ,,a D r G ) F.R.2 1 1 DISPLAY CO Ill ■ A 70,r A 70,• - - 1111111 RECESSED FLOOR D , ... . ,, - , , ev,,SF-I OUTLET INSTALLED IN Lu ' GN1 ' L ' -- . CENTER OF DISPLAY 0 Z Z 1-illIMIRMINI01411111■111111.4 5 E3-1 • - PLATFORM yr-- ....\\ I I I II I ' PREF IN. fia,ill I 0 7 li '-"s"------- ' — I F-2 CB N/A LEASE LINE COO 0 LI. . , = i Ili co 0 .......i F.R.1 \\ 1: • / II / Z co LLI <MIMI , ---I- - 111111111111111111111117 -..'"--1 II I . 'ii _ i 1111 1 . I 1 ...././ M2 II ___ 11 II II Il II II ■........ _ _ _ ...0......... ........... II 1 1 1 1 1 1 1 II ......... 1 II Il II _ 11 r. IIMNII -.6,,..., II Il II II II II I II Il II II II II II II II _ .„,„..„„,.„„„,.„....,I...,...„,..,..II.„.„....,...,......... ,,,..„......—. 0 © Et ' 1 I 1 Es" < 0 A (.9 0 4 E REAR CASHWRAP ADJACENT FRONT It ... .70 4 TENANT . N4 + ALES ARE A AREA . ALES AREA ____. El P-I MI 5RK-1 IIII P-1 . Lii I 0 Et Ct . mi . 1---- 711 _ — 5 5-1 MI P-I 5 5-1 Ell P-1 5 5-1 El P-1 Cit") < < 0 uF-1 ril F-1 F-1 h III • 1 NON-SALES FINISHES c5 P-1 CB P-1 CB P-1 a :( 0... ° r, r ....i 0 I — I . •7,.,4 K P-1 I 5-2 WALLS u... I BASE 1 F-3 FINISH FLOOR i_1-] . P-1 GAB CEILINGS W no 1- .S..r P-1 DOORS * FRAME CD . ' .. - 0 _ F'!„,1„ tioc' ,,,„;„,„, N . i • , — — — • w w / CO , 2 z z FLOOR AND WALL FINISH PLAN 0 C/3 SCALE: 1/4"= I-0" 5 w cc . 12 8 w , i= 1-- Lu , , uj W 0 E-3- u j O w z > 0 05 0 , 5g Pa IL' tijoa Lu w TENANT FLOORING AT STOREFRONT w 5 ccil irfl'; Ili G.C. IS TO PROVIDE AND INSTALL LEVELING CONCRETE TOPPING AS NEEDED FROM FRONT EDGE 4t OF PILASTER TO CENTERLINE OF CLOSURE TO MAINTAIN FLUSI-I SURFACE TRANSITIONS WITH NO iftl* GREATER TI--1AN 1:20 SLOPE. 49 AI MALL FLOORING AT STOREFRONT 0,4 mi4 G.C. TO MATC1-1 MALL FLOOR FINISH FROM LEASE LINE TO STOREFRONT SASE, MAINTAINING FLUSI-I SURFACE TRANSITIONS. PAINT FINISH NOTE ABBOT STUDIOS NOTE: -SALES AREA AND FITTING ROOM WALLS ARE TO HAVE A ARCHITECTS + PLANNERS + LEVEL 5 FINISH. DESIGNERS, LLC -REFER TO ENTIRE SET, INTERIOR ELEVATIONS, DETAILS AND NOTES FOR COMPREHENSIVE REFERENCES TO FINISI-1ES. 130 E.CHESTNUT ST.,SUITE 302 DO NOT USE JUST THIS PLAN FOR FINISH INFORMATION. COLUMBUS, OHIO 43215 CALL ARCHITECT IMMEDIATELY FOR CLARIFICATION IF THERE 614-461-0101 FAX:(614)461-1107 ARE ANY CONTRADICTIONS OF FINISHES 041T4IN T-II' SET ARCHITECTURE FINISH LEGEND ---, , re.y fS., 7 ROOM -4.y WkillANTEDWARDIA 1- --(-) . . 1, f 1 L , NAME , f , 1 i / ,, 1 , i \\.: N WALLS HALL FINISH ' , , ', O. ',„\,,,..„ ', ‘ . , 5 EASE HALL BASE TYPE COLUMUS,OHIO ti"),), T TRIMS TRIMS AND CASINGS FINISH ckc.§2) F FLOOR FLOOR FINIS1-1 . *4"; OF 01),,v CB CABINETS INSIDE CABINETS FINISH , 0 ---7._ —0 SWEET* :,. REFER TO SHEET A002 , 6ATE, XX/XX/2000, SCALE0 . FOR FINISH SCHEDULE . , As NoT FE) — ._ , ,... ,. •, S . AS . PROJECT No., 40090201212 . , •. � :v-r , .r :.'•:,r ,.. ,. . ', a ..,.; ... ' R...,.,, ... . x - a z, z. ,. r '.. ,: , -,.. ,.e-....,.r, e T ;:. .. ... !., f A'...iY. 1 J t• "'.k .) a:'. Y. ^! :f" +t• .. r n t. ,.',... ,. .. .:i` ., ,'r: r` w,..,. 1: Y.',r y, „ n1, ey?: i'':. •)!a'.!..' T. i,i} {` } t , ,. ,... n ..,,n .- r .,` .: "e'. ': ....-. ". ... a-.•i"`,.t., ."'. ')Zf:: d -..L, A `+a i' ,i. i"a• rS 4 r.. , �, , i" 4 ,, (111) *r d 2 1 ,,, :., , , .:„ al 1,. ..:. . ,, ,, . F .,, , 1r COPYRIGHT NOTICE: f; These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 ,:4 ,,; u.S.C.As amended January The protection includes,without limitation,the overall forrrr,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. I f497 0 IMAGE TRACK PROVIDED BY TENANT. INSTALLED 4' FLUORESCENT LIGHT CL-3 CL-7 _ CL-6 I I CL-5 - CL CENTER EMERGENCY LIGHTS BY TENANT G.G. FIXTURE MOUNTED TO GYP. P-1 P-1 P-1 I ( SF-4 P-1 BETWEEN WALL STANDARDS \i, I BOARD CEILING (TYP) 8'-0" 10'- 1" _ 9'-0" 12'-0 3!4" 10'-0" _ RECESSED DISPLAY CEILING CEILING OUTLET MOUNTED IN CENTER OF I I 1 - - `'11 �: -M-# Y Y n n Y i�E GN2 Y $ 11, \ — i — _ _. + ►i �' IL. - gIL. I III € € CEIL. -- G�IL.0 t.; 0 1 I N �- -�-- w _ TD MTD. u ® A A u MTD. I i- MTD. I ,e ` r I 1 / 4l\ X w 0 0 II __ __ - - - - ■ `- I i� �� w QC 0 0C oC C C C w 0C oC C = = c c c •c c .c c c c c CL-4 I- ,1,U 1011 � I `° = - - = - �, 0 X - 4'114 4�114� 4�II , a I III ' I I P-1 1 D C Y I I I I I I / _ a ° 0 11 t II II GLG. 13 4 1/2 �- \ w M __. TD. C� i - / �i,�l� w I ``' I I I I I I o GN i I 4Lz:::::lI I I II 4' I - \ i4 X - CEILIçONN.MOUNTED II 11 II �- aI 1a I. I 1 I tO'-q. I EQ C PLAC Q- z b,o. gyp. j . TAIL i1/A701 - -.;- 1 4 • 174:- 1 ♦ = 11.11111111111111111111111 --- *■ �= I da 1- - - ' ___ r- c _-- - MTD. II II H _ I I _.P �. I11 II . I I Z .._. ... ,___. ._ ____ i� 0 ( ° w c �c oc oc °I II :-.�I �c Oc ®C OC ®c ®c Oc Oc I I 1 I _ ® � - c c c �, c c c c I cL-10 I I X ° _ J - - - - ,_._ - 41-O" D 41-0" D w D v 11'11 II 11 ' II,1I,' w __.. ,- __._ _ _ w I I 4 - 4 4® 4 4 - - a X1 ,!oI ;I SF-5 am 4' 4' .4' _____ ___ n- r I I II I I� I I ;I n- CL-8 I '_ 1 1 - w I I C CL-8 II I1 \ c� P_4 I I��! 10 2 I �- L _32 _0 ,„ II P_4 II II �` �v- a 12'_0” I (IIII9;I 1 I II I � Ya,GEIL. w TYP TYP � 4 -4 � 12 -o � '1 _ ._ I I - I I /ji \ � � TYP I 1 \ ' T MTD. ° , E f b.v. toe€� i I b.o. «,�r El m G FA 4 4 4 4 4 N������_- -I- - �- � �`cEIL. i 0 - ® 0c ®c -� II 1 � �" I �G �G �G �G ®c �G �G... 111 jj _.,._._.; �" MTD. I- ,, 11,1-. : 11 I I,a 1 o g II I w I i 6 G C G '-:I I I II I C C C G G C G G I I C l l IMAGE TRACK PROVIDED BY rt 1 I 11- - -„ _ _ - I i I I I I I it I I I ( I 1 TENANT. INSTALLED BY _,._ 1('�'2 I 1o'_ap I-_ _.._ �... w _. __. —j� �^5�i M W� 4 I �i a i c '(14 II li4' x'61�' GLG. I I TENANT G.C. (1.9 b.o. gyp. bd. i Y .o. __ D DI 4 4 I , I i '° CS C� CEILING MOUNTED TRACK MTD. (�4 4' 4' w w 11 11 I I O O I 1 I I 1 -° ! 1 --! _ - FIXTURES. PLACEMENT AS I C� 1111 I II 11 II : SHOWN. SEE DETAIL 1i/A7o1 Y 1 D .1 I f , Pri - - - L__ _ _ -_ __ _ _ _ _ _ 1 _ 0 (4.91.1 "1""*1 1 EQ-' EQ ,_-_ - C C I I 1 i I I G•N 1 I I I I CL-4 I _ .._._ __._. ..m.__ r. g t 1 _ __ a { ' '`\ EQ EQ J ____ c H 13'-4 I/2" . I° I - w E' , is i,' 3 • is y' it ii, + •fir his tii 1 46,. '7"- ''i' 1 �A I #I ai 1 I` -I C G C G C G G 0 c c G C C G G G G G C G G I i CO 0 i r �" ;rL� Ds ° D .1 1 ,�'-e v4 I i asmines - _ __ I -- 1° I I f I }I i CEI '�" CE L-. r - CELL, `'� CE11— __ — ---_RECESSED CEILING OUTLET 1 V I I ' a 1 1 I I f 31 _,.._.�.. . I 1 1 ( ' w I i a I I \ - ; ( STD. I I TD. j I C G C G ' G I I I 'ITD. ? I -- ''1TD. __ -'- II , MOUNTED IN CENTER OF ®s. _ 1 1 ; w+ I 1 I w I / M2�. , �, Y,. Y !- I Y I I , Y. 1 C) LI.1 B Ct CO) --� ��_ __ DISPLAY CEILING , N 1 I I 0' � I I1 1 I II I _ � � � _ � �. ,.. � I 11 I I--- < 0 I I1 I 1 , I I u I ul 11 I ��'14 �II I EQ ,2'-0'x,2'-0" ,2'_0",2'-0" EQ 0 a - - -- - CENTER EMERGENCY I N S -2 6 _� I-- --I I- - I H. --I —I E TER E ERGS Y L G T /4' I 11 /1 1 1 11 I BETWEEN WALL STANDARDS - uJ 1 1 I I 11 1 1 H I 1` G.C. SHALL CONTACT PAC SUN DESIGNER Z 0 HI I I 11 a I I I i I (SEE COVER SHEET FOR CONTACT INFO) ,.. — ^YVWm �.. — BEFORE INSTALLING CL-5 CEILING ...... ll.j I I - -�-- _ i ft__ -- _...1-1___ - r- SYSTEM IN CASHROOM AREA. DESIGNER _ ,io'-qI '-° SHALL PROVIDE INSTALLATION DETAILS 1 0 5 0 I - - ---- _4� ' e. gyp. - . I AND INFORMATION TO G.G. W I [ I 1 GO < '114 I I I:= = = -H -■ NEW 4' SUSPENDED FLUORESCENT a. 0 u_. I I � - W 1 I LIGHT FIXTURE CEILING MOUNTED ••• • (/) F--- (1.:t 0 = - - _, @ lo'-q" A.F.F. (TYPICAL IN I NON-SALES AREA) 1L _ _ _ * j CL MT 1. Y ,�, w - I REFLECTED CEILING/ LIGHTING PLAN Q ,. O I 0 .. ...:,,.... ;� I SCALE: 1/4"=1'-0" ° Z Illir Q W Ell CO 2 D Z O in w cc ce WOF w >- I > g w '`� U 2 Ili • W Q w 0 0 ow z > 0 0 —'- ce Q1=- Z z gc59 V) U o Z wCV 0 d o 6 ' ce 0 am ,. C6 -rteY 'rk„i,_,.;k:, N GENERAL CEILING PLAN SYMBOL LEGEND CEILING TYPES ��, , ,,„,„ .`fir I + a'�E �j •- STOCKROOM OPEN: xr r �„ ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXPOSED, PAINTED DECK Al O = - • i FOR _ .-. - . - •"•r S SHALL BE GANGED, PARALLEL 4 BE SUSPENDED FROM STRUCTURAL STEEL ONLY" X PERPENDICULAR TO LEASE - , r PCTS A D ' •= • - = UPPORTED BY HANGRODS, NOT FOR BEAMS, ANCHOR TO TOP OR BOTTOM FLANGE. ARROW MOUNTED ILLUMINATED O ANUEXIT SIG (IF Co] TRACK MOUNTED LIGHT _ --ma-.�IIrAvi ►_1�Y • iT M PAINT ALL ITEMS ABOVE 12'-0" ABBOT STUDIOS FOR STEEL TRUSSES, GIRDERS, AND JOISTS, EXIT SIGN) N PLAN, USE DIRECTIONAL ----"` • - .-, � 5 ACOUSTICAL PANEL CEILING SYSTEMS (ONE HOUR FIRE RATER • ARCHITECTS + PLANNERS + ANCHOR TO TOP CHORD OR, IF NECESSARY TO xi 0 RECESSED DOWN LIGHT (USE A. ARMSTRONG 24' *NAL FISSURED PANELS SOW. .- . - OBE WHITE, SUSPEND FROM BOTTOM CHORD, HANG ONLY FROM -.I■.- ILLUMINATED 1 FACED CEILING MOUNTED EXIT SIGN D TENTED FIXTURE IN ONE HOUR B. SUSPENSION SYSTEM SHALL BE WIDE F• 1,1.•x,e ...Yi EEL SUSPENSION SYSTEM WITH ALUMINUM CAP. PANEL POINTS AND BRACE TO TOP CHORD. DO (IF ARROW IS SI-IOWN ON PLAN, USE DIRECTIONAL FIRE RATED CEILING) STRUCTURAL CLA • : ' • : INTERMEDIATE DUTY SYSTEM. 1.1 ` - _ • RATED SYSTEM. WHITE DESIGNERS, LLC NOT ANCHOR TO DECK PIPES, DUCTS, ETC. EXIT SIGN) 130 E.CHESTNUT ST. SUITE 302 RESTROOM CEILING: - GYPSUM BOARD: X2 ILLUMINATED 2 FACED CEILING MOUNTED EXIT SIGN 50" STRIP LIGHT CL-s 5/8" TYPE 'X' GYPSUM BOARD CEILING. ON METAL STUD FRAMING PER PLANS. TAPE JOINTS, COLUMBUS, OHIO FIRESTOP, FLASK?, CAULK, ETC. ALL M , PENETRATIONS TI-IRU SLAB(S,) AND / OR ROOF DECK SO (IF ARROW IS SHOWN ON PLAN, USE DIRECTIONAL SAND SMOOTH. PREPARE SURFACE FOR PAINT FINISH, 614-461-0101 FAX:(614)461-1107 'THAT I_I{OldIF;S AND/OR ODORS SMALL NOT PENETRATE, EXIT SIGN? €� __ �._._._...__ _. _ ____________._.___._____.__ ___.__.._ __..� ____._._.____ s' r r-- _-_�:y� 3& STRIP LIGHT STOREFRONT t� SOFFIT,' GYPSUM BOARD: G.C. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY TYPE f-1{ 'X' Y i� 11 ',. a+ Y WALL OR CEILING. MOUNTED DUAL HEAD C GYPSUM BOARD CEILING ON 3-S/& X 20 ga. METAL STUDS AT 1 a O.C.C III ,a f RATINGS. EMERGENCY ENCY LIGHT UNIT WITH COMPACT 90 �� r TAPED JOINTS, SANDED SMOOTH. PREPARE: FOR PAINT FINISH AND PAINT WITH LEVEL. 5 FINISH, . �'�I�EC SU E 7 4 FARE PROTECTION ECTION SPRINKI"I"R SYSTEM AND FIRE ALARr"is ====-=-� 26 STRIP LIGHT _._.__ . _.._._._..._.___ MINUTE BATTERY PACK. �. � - r C. �-IrjRt �` '1 LIGHTED CEILING: SHALL BE SUBMITTED AND REVIEWED UNDER SEPARATE , 4-----------, rs g Off,-S 1ERM1 BY FIRE PROTECTION ENGINEER (NOT INCLUDED F� TOILET EXHAIJs° FAN. ; EE SHEET ''I-18 6 LCURESCENT FIXTURE P TE E ER ( CHAIN HUNG @ 12'_0" HIGH IN 4.1 N 'n-Hs SET). _.-._.___ e __s.,`� ______ - __ -_..-____-- -_-___- _ -___ _ . _ _ _ W____-___.___ _ If�iLLi ,< OPEN CEILING AREA / SURFACE ' , IT"TING ROOMS -.� GYPSUM BOARD; w EIS() , II II MOUNTED CL-6 5/8" TYPE 'X' GYPSUM BOARD CEILING ON 3-5/8" X 20 ga. METAL STUDS AT 16" O.C. WITH ! '' ALL AIR DIFFUSERS SHALL BE WHITE PAINTED TO MATCH 24 x24 SUPPLY AIR DIFFUSERS ' E Mui BOTTOM @ 12'-0" IF OPEN CEILING TAPED JOINTS, SANDED SMOOTH. PREPARE FOR PAINT FINISH AND PAINT WITH LEVEL 5 FINISH. ,CEILING OR DECK COLOR BY G.C. (REFER TO CEILING ( ) " t t PLAN FOR CEILING OR DECK PAINT FINISH) " '' 21-6"x2-6 ACCESS PANEL CL-7 VESTIBULE - GYP. BOARD: ►, 1;[� 10 (SEE DETAIL 12/A701) 5/8" TYPE 'X' GYPSUM BOARD CEILING ON METAL STUD FRAMING. TAPE JOINTS, SAND SMOOTH. tP , 24"x24" RETURN AIR GRILLE (BOTTOM _ - F AT 12'-0" IF OPEN CEILING) SALES AREA -- SUSPENDED GYPSUM BOARD CEILING: �",' �; CEILING ! A CL-8 5/8f° TYPE 'X' GYPSUM BOARD ON LIGHT GAUGE SUSPENDED CEILING SYSTEM. G.C. SHALL TAPE JOINTS, SAND --- --- SMOOTH, PREPARE SURFACE FOR PAINT FINISH AND PAINT WITH LEVEL 5 FINISH. . /0--ts-og , , . • , , , , ,., ,,„ , , . , _._.____._____. --, 24"4' LARGE ROUND SUPPLY AIR DIFFUSER _- `� �: •a CI..-9 SALES ,* * r -� �. _C-E?L4NE°= -r-1I --- ut l CEILING TYPE------ CL-? "' (BOTTOM @ 12'-On IF OPEN CEILING) f REFf1?�---1 --TitE-W .� SKEET)- __'--.-----------._____-_-----w.-... , XX/XX/2009 __ = r ,v A3 0 CEILING FINISH P-? ENTRY PORTAL - SF-I PLANKS CEILING I-IEIGHT X'-X" S I2" SMALL ROUND SUPPLY AIR DIFFUSER CL-1® (REFER TO A400 SERIES THIS SET) �'`S' NO BD' (BOTTOM @ 12 -0 IF OPEN CEILING) --- -- ____ �� _- _ ___ - -_ BY AS 48" LINEAR DIFFUSER SEE SHEET M-100 5/8" TYPE 'X' GYF'SUM BOARD CEILI •■ s.3�4,---._ e, sm it -AT 16" O.C. WITH to.. 40090201212 TAPE* =4,. � - •'� I. PREPARE FOR PAINT FINISH AND PAINT '�' --'S-- „.‘.'.:.:* •p; ;., 4C--"'N\ik / ,, , A ,.. A B , B C CI) ( F .1:',..'„ .,„ ,,.„.„ , .., , ',. 4 , • , 4 , • ,■,, . v ''S , t;. '':‘ . '■ ;' '”:f '2'' , — : , ' , COPYRIGHT NOTICE: , ,:. ,- •,, These drawings and specifications are copyrighted and subject to copyright protection as an'architectural wore under sac.102 of the copyright act,17 . , u.S.C,As amended January 2003. The protection inciudes,without . limitation,the overall tOrtil,arrangement and composition of spaces,and elements of the design. 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LVL beam J I ( ) 1"--- ,II I' I I I W 0 I - - - - - — A — — -- 1 I I I I op, r .. p ... . 1.......... ........1 'I ro, I qj 1 1 • F.- -i- , -- — —---, _II 1 --,: i - I 9 inial --- -1 J---L d EXISTING 3/4" PLYWOOD TO AREAS IAIITN DIAGONAL POCI-IE INDICATE < 111,r REMAIN UNDISTURBED , EXISTING MEZZANINE CONSTRUCTION I I .,.. .. . ce w 03 401-1 7 IS" 1 2 / Ki AII.1 ' z WAIVAIVAIIAIRIVAINFAIVAPIVAIVAIVAPAVAPPAPPAPPAIVAIWAPPAIVAIIPAPPAPrAlltilllr APAIVAIVAIVAPAPIIIIVAIPAPAIPAPrAPPAPPAIPIIIPrAIPAIII IPP'AIVAIVAIP'AIPFAVAIIIIVAIPrAPrAIPPAIPPrAIPAIPPAPrAIPIIIIPAPrAIPJIP'AIPAlrAIPAI.'.. 0 rrf . cn EXISTING MEZZANINE PLAN re vrr wv \N— ', w c e z 0 SCALE: 1/4"=11-0" , o > ,. ..„,.• a_ c...) z rz o- w 0 cc ow 0 5 11-1 c..) le—j it196 Lijct ace di 8 (14 ._'.] ,1111iFiliii, 1 1 rii, 'III'',I1AID . , % .. ...o.. „. .. ...., . .. . . . . n . . . . . . . . .• • . . - • • ' .. .....- • .. ••• . . • . . .. : '. .• ...„ :. ..•• -.• .. .. .. .• .. • •. •. . , ••..•..• ., • : • . • .. ..:.. .•••• • • :• .. • .• ... , •. .• ... . . •...• •.. .•• •. , ,... ••, . . • , ..•• • • . •• • . ••.. .. ..•:• .. .... ..,.. . .... . .... , ...., •..,.7 . ' ' ' .. • .' . .. •'' • ' • ... • ., ': ' '10" 'ir41111(1 ......, / ... . ,.. •:4,411—:,kislio00, ,.:. JOe' EXISTING 2X12 JOIST @ 16'1 / I.G. /CF;ESHALL,)<, GYPPR. OBV0IADREE)AONND FAG SUN 5S/17;I E OF MEZZANINE NALL (IF NOT EXISTING) TIGI-IT ,E,s,i,,,.,',.,, •••%rk, O.C. TO REMAIN UNDISTURBED G.C. SPALL PROVIDE AND INSTALL 5/811 TO DECK ABOVE TO OBTAIN (1) HOUR FIRE ABBOT STUDIOS ...:. TYPE 'X' GYPSUM BOARD OVER I 5/8'' SEPARATION PER U.L. DESIGN U-465 . METAL STUDS SECURED TO UNDERSIDE ARCHITECTS + PLANNERS + i ,..„ :. . OF JOISTS (TYPICAL AT ALL JOISTS AT DESIGNERS, LLC • • . • MEZZANINE) G•C• SI-IALL PROVIDE AND INSTALL 5/81' . TYPE 'X' GYPSUM BOARD OVER 1 B/By 130 E. CHESTNUT ST.,SUITE 302 ,//,/ ...' • METAL STUDS SECURED TO UNDERSIDE COLUMBUS, OHIO 43215 614-461-0101 FAX:0314)461-1107 I AREAS VIITI-1 DIAGONAL POCHE INDICATE , OF JOISTS (TYPICAL AT ALL.. JOISTS 4T ,, , , ,• , , 1 . . EXISTING L.V,L. BEAM TO :, - , , / / ,/ I EXIS-rING; MEZZANINE CONSTRUCTION , •,,, . , ilEri.:,\NINE) ‘64, Ilti / / ,/ / / ,., ARCHITECTURE REMAIN UNDISTURBED L I "•7 /5 / /'/. / / / ' •, , , , • ' EXISTING 2X12 JOIST @ 16'1 / // / '' lik_TED 0.C. TO REMAIN UNDISTURBED / / / / , '' , / / / / ./ / , G,C, SHALL PROVIDE AND INSTALL 5/8'' , , r / / / / / -...--- , / .. • / / /// // /// ' TYPE 'X' GYpeum BOARD OVER 1 5/8'' -.) ,WILLIAllii ELVA ' 31-‘12<r) , . / . ' ' ' , ' u . ., • • METAL STUDS TO ALL SIDES OF L.V.L. , i i i „ , ..,,:•-• (TYPICAL OF ALL BEAMS AT MEZZANINE) \ \ , , (..,_ , , , , Ad .•. . , • , „ , „ , $ :...i ,:.,•• , „ ,.........__ . /7 • , • .. . . . . , , .. -e oF .... . . DATE: aiErr* , . XX/XY/2009 ,, SCALEs • ., AS NOTED - At ., , DRAM Mrs . :,. ,...,, , .... ___________________ _ ____ As * ' SECTION AT MEZZANINE BEAMS A : SECTION AT MEZZANINE EDGE , B -• PRoJecT No., 40090201212 ''''‘'',.,',,,,,,,,-,,, , , ,,,, .. . . , ,,, :' . . ,'., , , . . ': ,' ' . , , , , '; ' ,. ;. . • , , ,,, . , . , , , ,, . , ,,. , . ,, •, ' ,, . . , , , ., ; ' , , , ,., ,, , . ', . . . . , , , „r, , , ', . .. , . , •, ., , • ..., . 1 ' . ,,' ' , , , '• ,.• ' ' . ., , . ' ' ' . . , , , .. . 1 2 1 2 ' POWER PACK LOCATED IN GRAPHICS SMALL BE SUBMITTED TO SIGN MANUFACTURER'S SHOP DRAWINGS SMALL 13E ENTRY PIER (SEE "POWER LANDLORD 8Y SIGN VENDOR AS A SUBMITTED BY SIGN VENDOR TO LANDLORD AND PACK NOTES" THIS SHEET SEPARATE PACKAGE NOT INCLUDED COPYRIGHT NOTICE: BUILDING DEPARTMENT AND REVIEWED UNDER IN THIS SET, FOR APPROVAL PRIOR These drawings and specifications are copyrighted and subject to copyright SEPERATE PERMIT (NOT INCLUDED IN THIS SET) TO POSESSION protection as an"architectural work~under sec.102 of the copyright act,17 u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and ,/ \ A A elements of the design. Under such protection, unauthorized use of these A 5 A C A 8 drawings and specifications may result in cessation of construction,building }RECLAIMED OAK PLANKS seizure,and/or monetary liability. A401 A401 r •40 4 40 A 40 t A 40 •40 IN TALLED VERTICALLY. G.G. SHALL TENANT STOREFRONT SIGN (18" LETTERS) r h. PAINT SUBSTRATE BENEATH BY OWNER & METAL CLADDING OVER 5/8" B (COORDINATE COLOR WITM OWNER'S GYP. BOARD, PROVIDED BY TENANT •40. CONSTRUCTION MANAGER). AND INSTALLED BY TENANT GC. \ �� --� MALL BULKHEAD ►- � � ►� ` �` -� •- - 14 -7 1/2 A.F.F. r _ MALL BULKHEAD IBOT. MALL BULKHEAD �+'� -- --- ,_-.w:: :`^-:..,_ - il _may- '_. - 7 _. ..-. // A!� SIGN TROUGH F.g �`'�-w -, cam :`-°_- °�' N NMI ' °' `' TENANT DISPLAY AREA -1\i = �_ •..-• -� -� _•, _- _�� s' y0 4 .•1"°""^•..".,�` +w.,,,_ „'._....,••.._..., '^..•."•+."^„"••-�.•._.....• -. •.,.r.. -.,.,.•_•+.., "w..`.."^r ."..�..............a._�......,. ^•^..n•..".. �, ,_T (BEYOND) _ ` ` - ,°Lo MI -t ;° �” � ;� , .- �,, � � ._....,�,�""•,.�.•�"'_.__.. .,..•.,>,..-...�,,,.._-,..�..�-••...... ..�"�;r,.�-,• Sys•,,..'°.�...�.�._.'...,•..."..�.�,..�...•.,...,�..._............. ��"..,..•-,.-•_.--r""..•-^" .n,,,-.....,•_-•_.....•��_....--°"_..,,m._-�• '�"�"�".�.."^. — N-` ... I I r ■ CSI '-�� ., _,, _._ _� °" <`�EXISTING NEUTRAL TO - _",' / i i __,,,.., ""'°-� 'rill TYPICAL EACH SID ) T FRED G �~� ^` .. .w._-�::1: „ ^ -"_._ I ( E ®1/2" EMP LASS � �"`�- •- ._ _ -CLEAR STOREFRONT GLASS) �... -- " _111 11 EN 5.1 i!'` III 1 1 f JIIqp 40 -::: w ".�„_, .,� •,.__ ,.._... __^. _ w�_ ”. _�.��- � Mil 1,1 \ rriiiiii r l ; 1 C C GL-� 1/2 TEMPERED GLASS ► �, � - �-- `� -- " : -- -`` _, - -- ` �-"�' \ � 400 ' 1 r,,riilrIIiEIIN _IINE _::__:.„..,... „.... ____,..._I i /I' IEilhidin! C C' ONION — (CLEAR STOREFRONT GLASS) '_•,; ``" _�.. _ _^ � ---'-.- _ ti .. _../ /....-1 it/ ---- ,..,---_l 1 IIi 1 I --- ......-- --64 ME / f r ! � � � � ► ; I�I, II ( !STOREFRONT SYSTEM, -- _ - - .. _ � -_ _� ° ,/" I E 1+1 I 1 .,,.. ,.,"t" -" ,.3 1 ii ' � PROVIDED BY TENANT AND ;` .._v f` ') INSTALLED BY TENANT GC"„, „I l I a _ ,.R .. P P -- _ „ .. ... � / / F r 11141. i 1' ;I € �I f� n � -‘ EN P' P ". a i .. ,,,b.,".} ., 111 9 ' .....� ....� [E P,'� r«''/ 1 I r - (PAC SUN GRAPHICS) _ -_. '. _ ... � -.." .� 't' Jf / { t' fr E I/Q ...,.. 'x'77 ,6..,.E „i I " 1..�......: :.s.,. ',,,.I,. ,.,,. }' rf .r' ......� n,.-•�...x�^_J... .-�„ "•..r---yam- ...n--✓•`.-" ' t f r 3 ... 1- F€ ; , __ 1 - � f `` VNYL LOGOS ON SECONSURFACE OF ^ � �___` . I GLASS CENTERED ON WINDOW AT 36,,� If11t1 „�...,�.. ¶111 H yam..-w,,..r.. ��''"'. ,,,�•- .._.-••...✓`"��,."�..,....._-"•• ;. r ,r' i` ; sC E g - I I / I ABOVE FINISH FLOOR (PROVIDED AND _" �_ " mss { ... /? P, rf ,r - i 1 "..:a .,,,,E.., ....4 ,• H —I ,.-".� ," "141"1"' • UN INSTALLED BY OWNER) "- " mow_,._ �•• .__.._ - �"'" � '� � r .,�--� �� .� �.! , E-� ; SENSORSENSE .�- �--,._.._ �.�..�,..-._•>. `°-- - �,..�-.�,,,"._ ``�.,�.� `,��.- ,��..4•f P' LL OS iJ s ui1 1 f 1. ..,c4j::kiT4 ..�"..:�"' ' ..r.. i.,,,,, 11= .rr'( ; r I I �I P�.WJs F EUTRAL, r , -� G c SHALL MODIFY EXISTNG N STOREFRONT SYSTEM� r t{ rr �� ti "m,-. 3 ` � �i i .... P �f� I O _...,.,, ,.............._.•.-...•-'�..�,....,,,_--••..m,-..._...•..,..._........_.... �y ,...-.-•..,"..",•-..,.r...".-�..� "" •- -rv^-'° P - '' PER PER LANDLORD CRITERIA. PROVIDED TENANT AND _ - ' � �•�� E , , � I .d ..5...,� �.M E I � ( P / ".,.. ~ -,•. �W .,.:. W,w•� •.��.,� _ _..,. m"_.._,,.••..-,•:.. ,� ..,.."---_•"-..., --'--V-..,' r a € I \' i E ; I I t: I.. ._,rt-s 1 i i '� I-'-1--i 3, ' 1/ COORDINATE WITH LANDLORD TO INSTALLED BY TENANT GC. � - ~- _. = _,, .� \— ��I � ,,��,,,,m,. -',,.,€,,,1 "„i. o ,..1 „ „F, �.,..I SENSORSENSE RELOCATE EXISTING ACCESS PANEL -.—, . -- -- ,. .----, .. -,.�,..-•.. „ -- ' �'j ek F ME A I-I E / -.._.,_. .. I :, y ,..I,..,".. - Ili'w .,.` CAP BOX AND EQUIPMENT ASSOCIATED WITH - :: ----,----------_ �•-". .,. ,,,_. IM . I\ � ' . ' ' E ACCESS PANEL, AND RELOCATE ' i f: 'j r;'1 r r a I . : ( ",1, r..i ' ° -W.••.. 1 i ,, .,.i EXISTING THERMOSTAT. _ -..Y _..�_,.� ,...-....,,.",.-.,.._._.... ..,. ._ '-_.,.M.. � :- �~ L.LI J �.....,...-.-.,r is '...._.. "'-_ ......_.. rr / Ct ill • h ; I I — ---i- I I I < 0 — SF-1 RECLAIMED OAK PLANKS LOCATION OF SENSORSENSE B-5 STORERFRONT BASE 6" z TALLED VERTICALLY. G.C. SMALL CABLE PROVIDED AND €F3 CONCRETE PANEL (REFER TO HIGH .063 BREAK METAL PAINT SUBSTRATE BENEATH INSTALLED BY VENDOR. EASE WITH MF-1 FINISH (COORDINATE COLOR WITH OWNER'S DETAIL C/A404) SCRIBE ALL FINISH MATERIALS 0 Z < CONSTRUCTION MANAGER). NEW STOREFRONT TO FLOOR (TYPICAL ENTIRE r'►F-1 METAL CLADDING z ENTRY DOORS 13-5 TORERFRONT BASE 6" STOREFRONT AND SALES AREA) OVER BLOCK IN S GH .063 BREAK METAL L K G (SEE METAL CHANNEL (REFER TO BASE WITH MF-I FINISH ENLARGED DETAIL) CO 0 < DETAIL J/A407) BY OWNER z 0 w .1 0,.. 0 cip rt 1 F-- SCALE SCALE '. " IF- ST • REFR • H 1/2":11'-0" 1/2":1'-0" Z ► ► 0 :14: .% 00 JOIN PLANKS AS G.G. SHALL TRIM METAL CHANNEL WHERE Z 0 . 00 INDICATED AT CORNER SOFFIT RETURNS TO CONCRETE PIER o p W ti ti - _` I ',.,,:"---"'"':::::::: ',. ........-,..,-- t t --*"'-''''' .,,,, ''''''' "••^... ....,„, ftft4%ft,<IIC all. C9 0 EXISTING NEUTRAL TO BE tr ``r f -- -" _,. I _ L_ ______ � _ — REWORKED BY G.G. (3/4" -' ��,. v,/ - _I_ ---_ _ _ — SLACK METAL REVEAL AT ,I I , , i --'•—•.•- END OF WALL ? I F 1 1 , r _ I I d 1 ; F 1 , E � ,—---------—------— [ . . LO l`i rrfa t � rf E i I / I I 521. G.C. TO COORDINATE I I 11 / J ' 1 STOREFRONT CONNECTION �' ti�TO MALL CONSTRUCTION �._�_ ______-.__..__..___.-.-.--------------_-..__._...______._, • WITH NG STOR FRONT I — ,. CORNER DETAIL END DETAI FROM MALL DECK. REFER B•1 " - '_ " B•2 L 1 l/2 1 0 1 1/2" - 1'-0" TO STRUCTURAL DRAWINGS THIS SET FOR STRUCTURAL �..............m ,...., FRAMING INFORMATION) I W = = = -V ce THIS LINE INDICATES EXTENTS OF ___ --�_�-- ---- ---- - -- --___- - CONCRETE TOPPING BY G.C. TO FEATHER I I I N l o FINISH FROM HEIGHT OF MALL FLOORING - W v �� (NO GREATER THAN 1:20 SLOPE) TO a w a ? W /�-4 1/4 LEVEL OF EXISTING CONCRETE SLAB (TO C-----__--t____ _____________ _______ _ _ o oW o Ill 1'-0" / BE USED AS TENANT FINISH) O > Z o �� El ' LINE OF SOFFIT ABOVE RECLAIMED OAK I cnc� ° 1c2 2 r SENSORSENSE CABLE (SEE F OORING INSTALLED AT w n W o // LINE OF DISPLAY "CONDUIT NOTES" THIS SHEET) I A RANDOM LENGTHS AND I - 0 0 V J // PLATFORM BELOW =��r I •40 WIDTHS AS INDICATED I m co /P�. _ _ _ ° STOREFRONT ENTRY DOORS = = = N[..)ii HIDDEN ODOR (SEE DETAIL B/A404) OU - '_ „ Co _`,, _ - - - - - - - ! M NTED BOTTOM @ 11 0 )- h�� r tti' ri'4 1'4: Si4�iiti�, .�._.. i � ._...._ .--._... " aim I .'S�j`1i;,�y'gyp�tI;II Ic — - - -I- - - -1- — — — — -- I — _ _- - - - - - - - - - -�-_trtj — i ����l/ ''- ''�i' `�:�, E IN —€ - p I 1 I ( _�� a _Huh- . I I f I iii �''V,il il'E✓�4�, ' i 1 �" I I I ,rat,: ;: :i t N 3r =++ F ii/ _ t I { kik /\ e 1 r i ` �- —` �- k 1 I E If� __ -- € I r1311;i,lja' ','.�Ii %P. : f 1 u';I r. E e 1I = : _ -&_i_ , .. EXISTING NEUTRAL TO BE � 1,��, E .r 4- — 1 I; € ; ABBOT STUDIOS - - - - - -i- -�- - - �- - -�--� .L - - -� r \ SENSORSENSE CONDUIT NOTES SENSORSENSE POWER PACK NOTES REWORKED BY G.G. (3/4" I I - - ......... ...... „ - / Ac METAL to . �� / \., I I . ARCHITECTS + PLANNERS + BLACK MET L REVEAL AT II I,I.... ...... ....• i , �.. ,.,,,,.,..,_,,,,,,i...,. .,.�,,..,,.. III END OF WALL \I °I a I = _E•I�) 1 - " • - ".'." •.'.'.'•! ' (�� I - 1. ONE INCH PVC CONDUIT TO 5E INSTALLED IN PIERS AND WITHIN CONCRETE 1. STANDARD DUPLEX OUTLET DESIGNERS, LLC•I I 1 I i i I SLAB FOR THE SKYGUARD EAS SYSTEM. 2. THE GIRGUIT MUST BE: I , I i , � I I � I I ' ' .,,�. I I I �, 2. CONDUIT TO RUN STRAIGHT ACROSS AS INDICATED. A. 24 HOUR DEDICATED `y I N WITCHED 130 302 1 -- I I I i • ' i 4 a - - - -t- - - - - - - E. CHESTNUT - r- - ------ -iw 3. CONDUIT TO BE BURIED IN SLAB WITH NO MORE THAN 1/2" OF CONCRETE OVER 8• LESS-� ' i� _("� ♦ ■ THE CONDUIT. C. L THAN .5 VAC BETWEEN NEUTRAL COLUMBUS, OHIO 43215 / , h AND GROUND fi14-4fi1-0101 FAX:(614)461-1107 e - — — — - = _ — — s-- — �� — — \ > 4. CONDUIT IS TO BE FLUSH TO THE COLUMN AND FLUSH TO THE FLOOR. D. DEDICATED THREE WIRES FROM THE �„�, — — N 5. CONDUIT NEEDS TO BE A MINIMUM OF 4" FROM ANY METAL OUTLET TO THE PANEL E. THE CIRCUIT EQUAL EQUAL 5°-1D 1/2" 2 1/2" 6, A PULL STRING SHOULD BE INSTALLED DURING CONDUIT INSTALL. CANNOT SHARE THE NEUTRAL OR GROUND ARCHITECTURE B .-2 1/2" 2" 2" kl2" C F. DO NOT CO!`1NECT THE GROUND TO THE A40_ 1_ " o_ " " 1_ 11 1_ �� s_ a IG CIRCIUT PANEL GROUND IS SUFFICIENT. . / 2 1D 1/2---- _____ '� 5 1/2 7 4 -� 1 6 -� 8 1 i/2 / 4� OLD --"\;>" '4:(> 301-0 1/2" GENERAL NOTES '''''‘,1 WILLIAMkEDWil;NT r) LINE OF MALL BULKHEAD ABOVE TENANT STOREFRONT , BORDER TILE INFILL FROM LEASELINE -IF NOT ALREADY EXISTING, TENANT MUST PROVIDE A SEALED PARTITION ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING FROM THE TENANT'S ; , SIGN TROUGH ABOVE TO STOREFRONT (G.C. SHALL OBTAIN SDSTOREFRONT SYSTEM, SPACE. (SHALL BE RATED IF REQUIRED BY CODE.) 0 LEASE LINE TILE FROM LANDLORD, G.C. SHALL PROVIDED BY TENANT AND -IF ROLLING GRILLE IS SPECIFIED, GRILLE POSTS SHALL BE FLOOR SUPPORTED AND SHALL ATTACH TO LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. WHEN COLUMBUS OHIO BLACK SPRINKLER HEAD INSTALL TILE) INSTALLED BY TENANT GC. IN OPEN POSITION, BOTTOM RAIL OF GRILLE SHALL BE FULLY RECESSED INTO CEILING TREATMENT ABOVE. NO WELDING TO STRUCTURE IS PERMITTED. t CAP, CENTERED IN ENTRY -ANY DAMAGE TO MALL PROPERTY OR ADJACENT TENANT DURING CONSTRUCTION SHALL BE REPAIRED TO MALL SPECIFICATIONS, AT TENANT'S EXPENSE. C:Sr' GORECLAIMED OAK INSTALLED PORTAL CEILING -STOREFRONT SIGN SHALL BE ON A 7-DAY, 24-HOUR TIME CLOCK. ILLUMINATED SIGNS SHALL REMAIN ILLUMINATED DURING ALL MALL HOURS. 1 �, � \ 'TICALLY OVER 5/8" M.D.F. BUTT CONCRETE PANEL (REFER TO -ALL MALL CONSTRUCTION SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS. TENANT IS NOT PERMITTED TO ATTACH OR SUSPEND ANY COMPONENTS/ -4.:, :t , JOINT EDGES. ADHERE SIDING WITH 2" DETAIL C/A404) EQUIPMENT TO THE BOTTOM CHORD OF JOISTS OR TO THE ROOF DECK. � � 0 LINE OF ENTRY CEILING ) -ALL WOOD TO BE USED IN THE CONSTRUCTION OF THE STORE, INCLUDING ANY PLYWOOD AND WOOD BLOCKING, SHALL BE FIRE-RETARDANT TREATED. V - FINISH NAILS (MINIMAL HEAD). SET PLANKS ABOVE -ALL STOREFRONT GRAPHICS AND SIGNAGE SHALL BE REVIEWED UNDER SEPARATE DATES HEADS JUST BELOW SURFACE OF WOOD. -NOTE: G.C. SHALL VERIFY TWAT THE ROLLING GRILLE OPENS AND CLOSES PROPERLY AFTER NEW STOREFRONT CONSTRUCTION 15 COMPLETED. XX/XX/200'1 -NON-COMBUSTIBLE MATERIALS SHALL BE USED TO CONSTRUCT STOREFRONT IN BUILDINGS BUILT UNDER TYPE I OR TYPE II ONE HOUR PROTECTED STALE: CONSTRUCTION CLASSIFICATIONS. AS NOTED A4 0 0 -ONLY NON-COMBUSTABLE MATERIALS ARE TO BE USED FOR CONSTRUCTION OF STOREFRONT TO ACHIEVE FLAME SPREAD RESTRICTIONS PER CODE. DRAWN gy: AS . . ,E Ill. A ki" G E I_ A ,_ 40090201212 1/2 .,1 0 „= ,...,:,,'.,::4;1,,.,•:,: ,,.,.,,,,'.,,' ., I\ /A\ 7 7 TT 7 -- i 7-- / ----7-------7------c --------- . - \ / / / / ::,.,,. ,\, \ \ \ \\ \\\ ;,]•,,\ \ \ \ • \ \ \ ' N \ f. ---\/ f vi r,.:. /7 ,„ /,. / . , / / ./ / ,./ / „/ / 7 / ,/, . , ,.:, -7-- .., / / •;:,; ,. . . , , '.,,. . ..,...: ,,,, ... I I 1 , , / '' \ \ \ \ \ '■. \ \ \ \\ \\ \\\\ '' ' / / / , / / / / / / / / / / \ \ \ \ \\\\ \\ + 1 ' G.C. TO COORDINATE . „ ., / / . ,. i„. ,/ / , / / / / / // ,,, , , \ ,,,, \ \ A.- / / I-G.C. TO COORDINATE STOREFRONT CONNECTION . . , , / / / , / // / / / COPYRIGHT NOTICE \ ... \ \ \ „ 1 STOREFRONT CONNECTION , TO mALL CONSTRUCTION ,,. \ \ \\ \ \,.. \ / ,!! ' / ,//7 / //// / / / / / TO MALL CONSTRUCTION These drawings and specifications are copyrighted and subject to copyright ,i,f 14 I TH MALL REPRESENTATIVE. \ \ \ \ \ \ \ , , protection as an"architectural work°under sec.102 of the copyright act,17 . (DO NOT HANG 'STOREFRONT ... 't \ \ \\ \ \ \ \ \:!7!!:!.: ,', .„ NITH MALL REPRESENTATNE „ „. u.s.c.As amended January 2003. The protection includes,without - / MALL REFER .. \ s \ \ \ \ \\\ \\ , / / / // Vp..!(0)viNc./.-itAitiLA, ,:tzv. REFER.. ,. ., IT° STRUCTURAL DRAWINGS , . . . \ \ / eil7etetirTs'othef thneesraiiigr tinadrrearnsguecTeh pnrot t:nctdiown,m1suittk'honrize°f dsroi athriedse \ \ \ \ \ \ \ / //,,...''' TO STRUCTURAL. DRAW I NGS ..',„ drawings and specifications may result in cessation of construction,building .., [THIS SET FOR STRUCTURAL ' '' ; / seizure,and/or monetary iiability / / / / / / .' ITIA IS SET FOR STRUCTURAL ., FRAMING INFORMATION) \ \ .; .„ / FRAMING INFORMATION) ,....., :,, . , . , ::::'1 ':'' / /I . ,, / „,„ 5/8” PLYWOOD OVER 6" METAL , , EXISTING MALL STRUCTURE EXISTING MALL . DRREFAEIAIRINTGOs STTwR1SUCSTEUTRAFOLR FRAMING (REFER TO STRUCTURAL \ \lkillh,.\\H. TO REMAIN STRUCTURE TO REMAIN STRUCTURAL FRAMING ': / i , DRAWINGS THIS S SET) PAINT( 1) DRREFAENRINGTO5 STTHRIsUCSTEUTRAFOLR EXISTING MALL BULKHEAD G.C. SHALL INSTALL OWNER SUPPLIED MF-1 STRUCTURAL FRAMING < - . ----> R ------ ■ SHEET METAL WITH SI LICONE SEALANT AT TOP INFORMATION INFORMATION AND FRONT OF STOREFRONT LID (5/8" GYP. BOARD OVER 3 5/8" METAL FRAMING @ 16" 0.C.) •k i - _ . (,. 6... ,N . _ _ _ _ . ...... ........ - - - N /EQ/EQ EQ ElQ1-1° 1/2" MI co , ,_. .;_. + = -\,,..„ + + + + + + = ,N : + + + + + + , _ , _ , \ + + + + . .:.:,.,.,..„...,.........,„___ .., , ....,„ . ..,.. , + + + .., I ,...„ + -... s .. + + 6,„ j, E;:,...,„ + . OPMEEMME— \ st, TRACK LIGHT (INSTALL 30 N rill itLi ,,, ,.: 041 \ \iir ,,. . ., - - (N . ....„/ \ G.C. SHALL INSTALL BLOCKING cN J( 11-0" 6" ; 1'-0" J( :,. :I , ‘ " 4 3/4" N . .. (NI 4 3/4 1 // " \ . . ..,,. _ , . CEILING MOUNTED IMAGE / TRACK IN DISPLAY AREA TENANT STOREFRONT •407 „ / / (SECURE WITH 1 1/2" SCREWS :'''; ...„ / / (BEYOND) :.. OPP. / / AT/ AT STUD LOCATIONS) .. :. = (N / / / / ..„ \ (N = ir ':'' ■ / / / TRACK LIGHT (INSTALL 3" [ 12'-0" A.F.F. I ....... - 1 413}N EN PREF!N ISHED -1 ,. BEHINDSTOREFRONT SYSTEM) .''''''''''''''''''':-.'.... ''''- ,-',...,..':'..:2.........,,,,,',.. „...,.:..„-,•,,..,,,,:‘,.......:-.....:.:1-1-.,A.,:.,,,,. ..:is 12'-0” A.F.F. , (N A UM INUM STOREFRONT /-/ / 1 GLAZING SYSTEM BY OWNER ...- / / G.C. SHALL INSTALL BLOCKING :: ::: 4 . 4 1/2"1\11 CEILING MOUNTED IMAGE /L-')1/2" TEMPERED GLASS Gin.-11/2" TEMPERED TRACK IN DISPLAY AREA CLEAR STOREFRONT GLASS) GLASS (CLEAR BEYOND (NO IMAGE TRACKS _ STOREFRONT GLASS) ABOVE ENTRY) -:_l 4 1/2" 4'- 1/2" /, / LLI .. , , • = ,.. — A - . . • , ...,... .. _ . , . , rt , , ri, i, /, r. , ,,, , , : / / ,, / , , . , , , ,, , , ,, , , ,E7 , , : , , < Can , : , . , ,, ,, ,: . ,,, : ,i,. ,: ,,, ,., ,, , ' 1 ,, ! CONCRETE PANEL (REFER TO DETAIL C/A404) 7 , . , . .1 ! 1 ! / . . , . • . . , II 3 • ; r 3 e e , r : r / 7 :f A, ,, i, 1: .. . , , , , , r , , r , , , ,1, i , , , 2 , , . . . : . 1 : I . 1 , 3 I 3 7 I e 3 ' ' 3 3 - , ' 3 ' r ' 1 ' ! l ' 1 ' ' 1 . I . r I ; 1 ' ' 3 I / I I 1 11 ' 1 I ; r I . r..............1....77-*=* F ' I F ! i ' r 3 e 'N , , D ,,.. . . , „ II . 0 z . 0 'N'.- 6-\,IFD-1 N VI ALUMINUM STOREFRONTLEASE LINE i 1 / ,7, / 7 7 .„. s, ,r, , s s i , s 1 i ! , ,, i 1 , 1 III ti : ,, ., , ; . . . F ,3 • . F 1 3 : , . r . ,, .. '„" ,3 i 1 , , , - - 1 / ' r ,, r ; 1" 1 GLAZING SYSTEM BY OWNER 06) 0 Famill Cr:I (9 L) : , , , „ . t ,,„ . / 4,1: 1,,,0 ii / I / \ 1 LI ! 1 / i \ , i ' I 1 ' " ' ' ' ' - ' ' : / , 74.4_2(..2.1/ 1 / s 11-7 3/8" , „,- I ;4" 8 7/6" 11-6 6/16" . i A-11 ' • / 2L1___„_ , z , , ._,/ • r. r 1 , , , . CO i F7 / / 3 , 3 , 1 3 . ! ' I I II ' — ' ' - ' ' • . . . . „ ' ' ' ' ' ' ,, / / V-6 1/2" ; " 1 / " 4 1/2"- ; „" '' F 1 0 C) Et I _. 01/211 TEMPERED . ' , . , , , , , , e 3 I I ' ! I 3 1 / I r . ' ' 1 3 „ , 1 , ' I: 1 i f i ' '; i ' 1 e; ; ; 1; l' '' „; 1 1 1 i ,1, it ,„ , ,. 1 7 I 7 r/ ' 1 I '' I 11111111111.11 H GLASS (CLEAR 1 ii i i 1 , , , , • . , . STOREFRONT GLASS) i ,' , , ,, ,, ,,, : / i , .: II : . . , , , , 1 3 I 3 „ ' I ' F 1 I r , / F''' ("(1.-2,91/2" TEMPERED GLASS (.9 0 I ' r f / t CLEAR STOREFRONT GLASS) * irs . / J t, : , i 1 , , . . ; . , , , , , , , , . r . ■ : 1[ '' • ' 1 f f ' rrf r I ' I S , I 1 Z CD C f I r . 1 f i !I '''' ' ''' '' : ' ' ' ''''' , „ , , „ .._ : , , ; LEASE LINE immilmm 11.1J 1.1. a GYPSUM BOARD F(L-D ..- 1 f ,Il , , r , . r j r 1 •1 ; ; ; : 1 I f i ' , I i \ 1 1 / / i` i i 1 1 :I ,1 ; , s / I - 1 ap RANDOM WI DTP, RANDOM / / / i ", 1. II / I / f ( / I I I 1 i c // „/ / I i : 1 , 1 0 Col W I ? / / I 1 1 ', g - i i , 1 L GTH RECLAIMED OAK PLANK ' \ I I „/„I / / I \ 1 I 1 1 1 \ (ii) er Ct / 1 AT FRONT AND REAR OF ENTRY „ 1 i i i I 7 1' / I A \ 1 I C II I PIER/CEILING. MITER JOINT AT CORNER, BUTT AND PASS JOINTS / ( A I I I 1 / i I, ) I \ i 11\ it 1 / Ili 1 II \ flpi \ / 1 / , ' t 1 i i I / / / f I I 1 I eli ) 1 I 1 1 1 \ I \ I 1 J , ,, „ ,1 ri: C9 0 AT CORNERS 1 . I \ 1 / / / I t ' 1,' 1 I 1 i ill II 1 / I I 1 \ ; ,/ , , r , i f `it 1 ,I / II „/ I I / 1 i / / i / ; 1 , , „ i 1 , , 1 [ / 1 / f F-- , ! I , „, , i , , I f I / / , ,/ / I l I 1 / 1 / H it 11 I I / 1 I I "I' 1 k i I f / 1 i „ ,'■ n , I I / II / / / / I /1 II I I ' CI V) Elm CO 4 1 2/ 1 il i I i ' 3' 1 '1 , 31 3 1 W Ill il / I 1 113 1 1 3` 1 3' f 3 1 3 1 3 1 1 1 ,3' ; i i r 1 ,/ 1 I I I i 1 ( I 1 1 / SENSORSENSE CONDUIT (REFER TO / =' i \ / / / I / I / i ELECTRICAL DRAWINGS) G.C. SHALL , / ., I / 1 / I 1 / / 7 j I ■IV n / / I ' j ,,, i I I ‘ I 1 I 1 I 11 I , 1 1 1 .1 i / i ca EQ TRENCH SLAB FOR 1" CONDUIT 1 CONDUIT, 7 / i / I I I t ( I \ (1 ill 1 i ( Al / I i , i f I / / 11,_ 1/2" DEEP X 1 1/2" W DE / „,' /I I ,,I i ( I 1 I I i '11 I I i 1 if rf / / / A I k i i 1 1.1_ 0 I PI ' I I f 1.1 I I It I / / -I Pt i i 1 1 ' 1 i It I 1 0 W / / / lt I 1 tt I ' i i „ i 1 . 1 1 I 1 „I I , f , E r 11 1 E <I- ./ I Ill / 111 / 11 111 / 1 1 ti \ 1 / 1 ! /- 1 / I 0 C) r° I / /i , f ( I i 1 1, 1 \ it i f .ti i It \ '! 1 I 1 1 \- € , I 1, i 1 f I- 1-- cn J s / J if ir i , i i 0 ' 1 I 1 0 2 / i 1 i 1 i t / f ,-, f ' i f Z i I / i i I 1 ' / / / i / 1 I I i I r LC1 , ‘....... / / 1 ,ii , i 1 i / r ,i i ) , i I 1 ■ W ... / „/ // I (N - ■. / / i , ? , 1 / / I i I' / I \ ..._ A r, ) ,/ / / I' I / ri - I CV / . I i t Z II 1 „ TC) Z i / I 3 13 l' 1 3, - = , I - , 1, fi 1 i / I I i \ Itt 1 i I f f il i 1 ) I A 1 II I i I I 1 ) ) f 1 1” U) 0 1 I i 1 I i i , 1 / f i I 3 2 j i / • f , f i i „ W / I , i r i r i 1 /1 . I / 2 1 ' i I I I I ' 1 , , , „ , , , , r , EDGES OF I-II DDEN DOOR SHALL / / 1. i f f f l' 1 i." 1 I . I I i i I 1 1 1 / Ill 11 / 1.— ix ALIGN WITH JOINERY ON PLANKS. A A , R A , , 1, I f I r r 1 1 I 1 1 I f A i 1 „ „ yi 0 / / I „I \ f 1 I 1, ‘I i It I I ; i CENTER DOOR AS CLOSELY AS / / I 'i I 1 ' 1 I \ ' I ,, \ / / / \ 1 ,, ,,, , s, , m LL, ...... .,.__ , , „ , , ,__ > & 0 POSSIBLE TO THE CENTERLINE OF j j 3 , , I . „ 1 33 i f I 1 " 1 \ ) I I ,1 \ ', i i LLI 1.-,1-c FL 12- itiel i j 3 fg I f t /1 ' 1 1 . i 1 i ‘ 1 f le 0- ° THE SENSORSENSE CONDUIT. i 0 i ). 1, ) , ..4 . i il I 1 1 li uj . 0 5 , . i Lu . ce ow G, , I /I / / / ! / ,( I 1 / i ( II 1 \ I / 1 1 / / 1 I I I z > ' / i A ' / I / s, I / I i I / I / 0 R- 7---14 il if Of I 1, 1f i I 1 3 1 / ' I I 3 , I / / (1).- 0 / / i / / f 1 /1 I i A I A I fj k / i „ 1 i 1 / i i / 61 5 1 1 i 1 i ito f \ , ti ! /\/ I 6 I 1 i i t / LLI W 1:Td , , 11111 14L111114 I f i I ' ' \ ' It - -, - I I / I ) I I 1 1 VIROPIOr / / / 1 I I \, / . i / i , , / / ' / 1 I 1 1 \ I ir, Pir ' A 1 ' 1 ' i 1 , : I SENSORSENSE CONTROLLER - J ', , , / / / i i 1 : 1 i I / i J i 't i i I il II - iff .! li i ' p- / / if \ / 1 ' I i i' I "-q. i / j / / 4 A„/ / i f i ,, / I ( l, 1 I / ( `-. 1 .1 11,„ \ 1 A ' i i mi I I 1 ‘ , /‘ I ! f j =I I i \ VI.ilk, 1 ) ' \ i I 1 1 1 I 1 / i ji 't 1 ) / i I iii / iii /// it est, „do: 1 ,,,, ,i, i„, si, s„ i , i , , , ii , ,,, , i , , / ,,,, s, i , i 1 iiir,14111/4„ , . 1 't i , i , , i f „ / ) / II I I ' I„, I i / I I/ I!I / / )) i , , , , lir'.1,.. / / / I / 1 / 1 i „ I / / / s I /ili I 1 I / , I I / / / / 1 , „ 110 VI P`d,;::,11k / 1 ,„„ , „ i 1 , / / I' i / Iti ' I 1 1 I I / 1,1 11,r[1110 , SENSORSENSE CAP I i / j 1 i / / I / / I / i / / I /- ' i ,, 1 i f : i , r " i , , / 1 , , , . i i , i , / / / / ' i , i , 111 , 1 , 1 „ f , / 1 11 .. 1 ji 1 1 ! i ) , ‘ f i f 1 i I / / I / / I I 1 1 I ' I 1 ' ' ' ' I I 7 1 / 1 I ,i, \ 1 i / I [ / I III IH,, i I I 1 ,1 I i / / , g II i 1 2 j , I ( r „ I / / / i fib DISPLAY PLATFORM WOOD i ,. / 1 I I / / 1 . 1 ( t ' ' ' ' I ' ,- . 1 i , , , i .i 1 1 I f t ' i UABBO ST DIOS i FLOORING (SF-1 OAK PLANKS) ' s / , , f f / ' 1 ' 1 1 1 ' ? I VrtIr I I 1 / 1 i 1 I 1 / I ( ( 1 I I ARCHITECTS + PLANNERS( + iiiiii ; it ' r i I f ; i f i i ig ' : f ' . ' i I ' . ir I ON LAYER 3/4" F.R.T. PLYWOOD ; 1 ' / / / / I 1 i 01' I / / 1 1 I A' ALIGN JOINTS IN NALL PLANKS DESIGNERS, LLC OVER 3-5/8" METAL STUD i „/ I ' / I ‘ \ 1 \ fj 1 0 • A - A' , I / / i //' ,' I \ I I / / fl ‘ i WITH JOINTS IN FLOOR PLANKS FRAMING @ 16" O.C. 'L ' 1 ' / 1 t I i (t, ‘,1 d I 1, , , / / / / / [ ‘ i 1, i 1 \ 4 I 1 f \ \ , ! , , , , 1 ' i 130 E. CHInEl'TNSUTST.,SUITE 302 ..' l , !, 1 1 , , . . , H . k //I 'l fl ) - ! ' ‘ • i 1 f t • , I f I ' • ' I ! i t, COLUMBUS, OHIO 43215:„ 1 ' 1 r--- 1 (---FDISFLA PLATFORM 1A1001) FLOORING ( F-1 OAK PLANKS) I , ' ' ' : ' ' ' ' ' - ' ' i '' ' 1 ' ' ' ' ' I ' ' . :,' .- — i ' ....---- ., ,.:. . , 614-461-0101 FAX(614)461-1107 , 1 (------\\ I '!' I ' ', 1 i ' ; d ; ' ' ; ''' ; ' / !"' II ; l' ' k . ,r, " , ! ' - / ! ' I : / „.. 1 1 . A , 1 ' I ' . 1 ' 1! ; fl : I , : L.' ,,. , .! ..: ,' . ri: ' ::..;::, 1 I ' : ,' , - :( /, , ' ',,i , I" X 4" I-IIGI-I IAIOOD \,,6,403/14, 1 ;:i I i I,\\\\; J. i ./ ,/ ''' J''' :: 11 ; 4 .: l.i.; ,; I/ ,''' ,''' fit ,t/ 1 1 ' .1 ' 71—E ) . ' I I I/ 5 \ ON LAYER 3 4" F.R„T. PLYNOOD i I i I , „ 0 ; I BASE IAIITH P-1 .. , , 7 OVER 3-5/8" METAL STUD 1 1 ARCHITECTURE 11__]I \ \---4---(57) ..........._, , \---- [ / .1 [ i : , , ' ,I i .... ! / H 1 ' , ,1 ,, i _....„ ,.. -1 ! ,--------\ FINISH. (57-0-------- i N ' ; ' ,. r---7 1--- ', ! / : 1 i / / H ; I ,---- -'77---- ' H / f-r.., ..:-,,,, , 1 / FRAMING @ I " 0,C. -,........--1 , . ARe, I , 11 (.___ __,, i . , , , -,,, . , , ; ,; ,. , , '\,, I I 1, j i .1 I / 1 H ,. ,,, : „ ,,:: ,, „, f. , f, , • , . ,,- , , , • / /r/________( .....„ u-TO"-RFFONT BASE (c";.il ,..., ,.., t,s , i,,.:=, i 4-GH .0(;3 BREAK METAL 2 ''C') 1 „:z4.03,r . 1 N ; .", .: I .1 ': 1 ; 0 I = ; i / ! 'I'L,'' ,''' i' /I / ' i' / I , /1 I I 741-1/ —71 -7, JiT ---r ----,„L. ,,,:,„,,„; ,t: Ii , ,li• i 'i,,,i• ,,: ,,,H, , 4:, -- „ ,., ,,,, ,,. , , ,,,,,. _ L.' _ ........ /1 BASE VIITH MF-I FINISH \ 4):, ,,,-- II 1 ' ./ ,, \ — , i 7--- I : ill ! I; ; i / / ,, I I ,T ,, ' 4.',1 WILLIAM/EDIR ROOT -r) , . ,.;,:•, F.tikirri \ r i ,,,,, I, , . \ I ( FINISHED FLOOR— , . , , , , / , .. , , , ,' Ai -f‹- ---J sc .IBE aorrom EDGE OF OAK .'''. ,A - 1 : : ' .' ' 1' MEW ,..........7 , I' i ,1 r'l '' i''''' , /"1 il'' (N it \ PLANK TO FLOOR (TYPICAL) N 'I ll LiiiirwA . ==i7117/J/N/4-1%../M05_1/NlfiNgi-/:!gt/117"-/J/NliW/11IIVA/IIWINILV////117/J/NIZV.J/N/i/Willgtv_,Wit;,/ 1 I i / i!SW:A'1\k...A `4 4::'4..\1\.'t,.■:...',4!VA. v4.4.,I.U11..'''-AVM. 'Wk..'..,.\ .\V A. v4.X. v4..W.■. xt.44,..\\■ v=40.:Al. v•g%V. .\\...AV=-.....--, .r mr . \ v,,,,, / . \ • „ , „, ..:. ,,.. „.,, „ \\\ ,t, „ \\\ I I , I I 4'............... =.-..... "'.Z!=r. '"lil I /I ,/,_ MALL FLOORING , d '0OLUM;US,OHIO 1 ' I i I I .r/II , Ill,; I = - I i I , %' ) i (..$ clo I - I I ,,, 1 ,40,1/// \'' , \ _, % V -v I 11 I I i 161 1.1 I I 1111 I I 111 h 14.1 I I SILISAAN. I h I I III II LI 111 ll 1111M%I I 1.1 111 I 111 IA Itall I I 1111 110.11\ 11 'Lk bb 11, 110 It,.. \ \ / - 01-0" A,F,F.AL DLORD SLAV' .:::'• 0 T.,7 Ci?„,..1,,, I I ' ....741., ,r, ArAiri : 1 i A . , = AdeArrAdvArd , / / .Air / Air Y 4 ..„..„,..,, , . ... . .,.,:....,.,J ... .,. . .: ,.„,.......:,...,,,....„, ..,,,,,,..,„ ..„,,,,:..,„....,..;„.. 4 / - - , ,-'''' , DATE, emarr, '-:, , XX/XX/2009 MALL FLOORING /' NO FLOOR FINIS-IF:5 UNDER PLATFORM . TENANT FINISH .. TENANT FINISH NO FLOOR FINISHES UNDER PLATFORM MALL FLOORING ., „ , -.0410 — (REFER TO A200 FOR FINISH INFORMATION) , (REFER TO A200 FOR FINISH INFORMATION) ( .„ AS NOTED , MATCH MALL FLOORING----) \--MATCH MALL FLOORING .,,i:, .•,• ,.!,, .' d DRAM SY 2 . - • • • • ••n' •••••• • • ' • • • • '-n '- ' • • • •' • • • - • • - ' ' • ' • " ' • ' ' •`' ' • - '•'•'• • '•••...• • ' 'n•. • •-. ' ' ' , ' • n n ' '., 'n ••• - •• . - •.,'- .n.•' ' •".n. ; . `•' .--' ,. ." .'.,,•':i,... ,,'.''•. • • ••.-- 'e ■• ,.''. •.• n . ' . . ...,, , r ,, .'." ..',."■• ', , ...,. ..,, ..,..■,, . . ,. ..'" ,,..,„. ,,, .,,■ .." .i,. . ,.,. ■. ,.. ■ .. ' {., , ',..'i .' ', ."',/..•,-... ,■, ■1-,/, ,.:,.•/ ' ■',.,.• . . ,,, ,, , ,,,,,,.. . ,,',, .-...■.■.. ■ .. , , • ■ ,,■ ,' ,. , .. ■,. . ■ •,, .■■ . AS : SCALE SCALE ,. ", ' - — _ . . , ,.. S T 11,',,,' ,L,,r,,.. -,':„'„E F R 0 N T SECTION T H R 1),2-: U G H • I SPLAY P L A Y A R E A , .., ,,, ,,, -rirmanant A STOREFRONT SECTV,.. .„).,) ii-if. THROUGH Di & ' LAY AREA • " .. ,„., ., ,.„ . -'''.' ECT No.: 40090201212 . .. . . , . . .. . , . . . . . . ..,,, ,,. . . . . . . . . , . ''',, ,,,,,,„ ''•:: : 7 / : ///, z", //,\\ /7 /Aii: , //.__:• ... -- / ,., -7,\\ \--s-\\ —7.\ \\ , \ .• \ / \ / / ./\,/ / / / ; /,,,, \ \ \ \ \ 7 •' \ \ \ `, \ \ \ \ \\\ \ \,,,, / / - / I, / / / „, ' \ \ \ \ \ \ \ \ \ \ ., / / / i / / -' / ', . ,. ^,• . " -, \ \ .., \ \ \ \ , \ \ ,„, / i / / / ,•. ,'' ,'' \ \ \ \ \ \ \ \ / /' /I,. . , \ \ \ / / / /,/ / / /./ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ „ , / / / / / \ \ \ \ \ / / / COPYRIGHT NOTICE: /// /// / // / / / / / / \ \\ \ \ \ \ \ \ , ,, \ \ \\\. , \ . , \ / / / / / / / /, - ,, , \ \ ,, \\\ \\\ \\.\\ \\\\ \ \\\ ' / / / / / / / / / / These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 . , . / / / / / u.S.C.As amended January 2003. The protection includes,without ,,. \ \ \ \ \ \ \ \\\ \\ \ \ . , / / / / / / / / / / ' limitation,the overall form arrangement and composition of spaces,and / / / / // / / / / •:\ \\\ \ \ \ \ \ \\\ , ,, ., elements of the design. Under such protection, unauthorized use of these / / / / // / / / drawings and specifications may result in cessation of construdion,building \ \ \ /, EXISTING MALL BULKHEAD \ \ / /////// / seizure,and/or monetary liability. / , \ \ \ / / \\\\: ,\ \ \\\ \\\\\\\ G.C. SHALL INSTALL OWNER \\ / // / , r-------5/5" PLYIA1OOD OVER 6," METAL FRAMING (REFER SUPPLIED MF-1 SHEET METAL WITH \ \ \ TO STRUCTURAL DRAWINGS THIS SET) PAINT P 1 SILICONE SEALANT AT TOP AND FRONT OF STOREFRONT LID (5/8" / GYP. BOARD OVER 3 5/8" METAL G ) 1111161.. . I .) FRAMING @ 16" 0.C.) -- ,407 407 N ■., _ /EQ/EQ/ yEQ),EQ f 4 .. I 116.6 \ co I I co \ . s‘, / s, ,, ,k,. -4. 1/4 -----rkN 2, - 1:;'. + I + + II t r =" + + g + ., i -.._ TRACK LIGHT (INSTALL 3" ',1 ..': + + + "F. "F. + + + + + + : I 5E1-1IND STOREFRONT SYSTEM) _ , • 4:0, , •, ... ,- — --f G.C. S1-IALL INSTALL BLOCKING ,, l',11 ii:I .. ' . ' . . ' . ' J I LI -L...L...z 1 .. . . . ,., : l'illt , ......,, the,■I,. \ _ \ \ \ 6 ., ■,'07 / 6 • ' 6 ■11.1 !at , gal IN N ■ , , •• - - " / ;: <>'* -> '<- "<- "<- <-- . :',. 6 . 4 3/4" " I , \ )1,4 3/4" / . \ ■ --- je 611 611 ii-o° ,... ./ TRACK LIGHT (INSTALL 3" / / ." ::. BEHIND STOREFRONT SYSTEM) • : \ \ G.C. SHALL INSTALL 5LOCKING , , :'. \*\\\ 1/2" TEMPERED GLASS , \ _ -6 ' CLEAR STOREFRONT GLASS) = N i + + + + + + + + + + + + ,• \ \\\, _ - T r \\\ Pr I I 1 I A \ TENANT STOREFRONT SIGN 1 5/8" TIP 'X' GYPSUM BOARD (13EYOND) CEILING MOUNTED IMAGE 4-9 1/2" OVER 3 5/8"x2Oga. METAL STUD TRACK IN DISPLAY AREA \ CEILING MOUNTED IMAGE oNEN PREFINISHED 4 FRAMING @ 16" 0.C. (TYP. (SECURE WITH 1 1/2" SCREWS A UMINUM STOREFRONT 3" 41-2" U.N.0.) 4210 AT STUD LOCATIONS) 21-0 MO 5 1/8" 1'-7 3/8" 7 1/2" GLAZING SYSTEM BY OWNER BEYOND N1(ND(I) IMAGE TRACKS 5 / i / / / , / ABOVE ENTRY) . 4 1/2" 1 7/16" 4 1/2" , IN Eng MAI--- 5/8" TIP 'X' GYPSUM BOARD — IN . - - OVER 3 5/8"x2Oga. METAL STUD 01/2" TEMPERED FRAMING @ 16" O.C. (TYP. - GLASS (CLEAR ■ . il U.N.0.) P-1 STOREFRONT GLASS) ... I Et CONEN PREFINISHED A UMINUM STOREFRONT 4411111ht .... *CONCRETE PANEL (REFER TO DETAIL C/A404) < (1) GLAZING SYSTEM 5Y 01A1NER D , ,,,,„ 'TENANT ENTRY PORTAL _.„--- , • TENANT ENTRY PORTAL , \ a z - , CEILING (BEYOND) ---- -- , .,, • CEILING (BEYOND) , \ , •,----' , , 1 CO 0 Flu 0, , \ CO 0 , 1 Z (4.0 III (.0 , 0 © Et -.... LEASE LINE (.9 02 F.-- < 0 * ... 0 Et . ....... w u.. I I i 0 Ct c,,f) < rn< rt •..„,-. " ' a. I'''° 5 (i) F--- F-- w -,-,, , I DASHED LINE INDICATES LINE -I in in OF SF-2 SUBSTRATE - REFER '\ - TO C/A404 (TYPICAL) \ \ 5/8" TIP 'X' GYPSUM \ \ w BOARD OVER 3 \ \ 1- \ \ 5/8"x18ga. METAL \ \ \ C.1 'a b 1 1 STUD FRAMING (TYP. \\:,\,„ ,,„, TNI 0 (,1 -i.,, -6 u.N.O.)(p9 \\\\\\ Z - < N \ (NI i 1 Ce 7:1) o W 03, 2 o z z 41101/2" TEMPERED GLASS I 0 -CB CLEAR STOREFRONT GLASS) .... 5- W Ce S. Illiii>17--(c1:5) (-) °71°E13: 21:40,c)6:11e}5:w IX z - Lii LEASE LINE . >" , , I5w L,L, ce It a f=i 8 '4 jj m 0 _i SALES AREA NALL STANDARD ..... \ \ _ \ , ,.. \ \\\:\ ,rA At \ \ \ \\:\ \ In ,,,, \ :,,;,11 ,,ov,,,, I \ \ I ,'o ,4 l■',14 DISPLAY PLATFORM WOOD , FLOORING (SF-1 OAK PLANKS) ABBOT STUDIOS ON LAYER 3/4" F.R.T. PLYWOOD ARCHITECTS + PLANNERS + CODISPLAY PLATFORM , 5 OVER 3-5/8 METAL STUD '407 WOOD FLOORING (SF-1 DESIGNERS, LLC A FRAMING @ 16" O.C. OAK PLANKS) ON LAYER A'407 1" X 4" HIGH NOOD 3/4" F.R.T. PLYWOOD CE3) 130 E.CHESTNUT ST., SUITE 302 (BHT STORERFRONT BASE 6" BASE WITH P-1 A OVER 3-5/8" METAL 407 COLUMBUS, OHIO 43215 GH ,063 BREAK METAL FIN IS1-1. (F,T..)., ------ A 407 -\\ , ----_, 1 1 _ 5- \c.-1.• • 614-461-0101 FX:(614)461-1107 BASE WITH MF-1 FINISH •--------------,,, \ , ,, , ., STUD FRAMING @ 16" 0,C..---1--- \ }/---- <- --/-,,ORERFRONT BASE Ci.," N t \'' 1 , :// :1■1_____ ....... ......_ \ \. • , . , ,. ,r7 .,..":" -PTC71-1 .063 BREAK METAL \ .-=-- . .....____1_. ,. ,...... ....... ....... _ Z- ' -....,,,, , \-- '--- — "1 ......,.. /' BASE MTH MF-1 FINISI-4 ARCH ITECTURE C35171:\::1A.°EPDWAIII: s< SCRIBE BOTTOM EDGE OF BASE -0 \\\\ \ , \ / (7-- , TENANT INTERIOR , I , t , ------t----SCRIBE BOTTOM EDGE OF , FINISHED FLOOR-----, I il 1 \\\\ : , BA.:;.,E TO FLOOR (TYPICAL) 1 \ N., ----,--- --.2.-- ---/. .LT&'I.-',-'..04 ' .',,, Sr;' it f.02-r r gli ..1N, OW /lie fLT5:2=E-EPLA, IOW; q2------1-------- , 1 _ _ _____ , N u - ,,,,, — .-- -.,-- ------, ...... ......- ,\-,----- .......„, -......„— 11 Li „ „mr\\=.;,, ,.. ..,/,,,,/,: .„,,,,,,.,, %_,,,.\ „.., ..v±zsz:smu.=sssamsssimsz=uaa;.. , , . imici,& ,I-,...„...„4,- ... /4, fyr----i Apilk"' MALL FLOORING , ' ' - - - , — MALL FLOORING \IN 11 1 II I . I I' 1 1 v,,‘, , ,,„ 01-0" A.F.F. 11._ II. ------1 0 1, . 1 \ ,. i , ‘ . , ‘ , ! i / -1 V-0" A.F.F.\ . 1. ; ° ' • i 111111111111161141L / LANDLORD SLAV' ai IP:, - OHIO J 'IV LANDLORD SLAB . _ (-4 villikk&„ 11141tkilML16. 'e OF OW - - - . , ..." ' - MALL FLOORING NO FLOOR FINISHES UNDER PLATFORM TENANT FINISH TENANT FINISH NO FLOOR FINISHES UNDER PLATFORM MALL FLOORING I 0, -1.,3 -0 i , ____ -mos #1' 4° ) ,( -00.-- (REFER TO A200 FOR FINISH INFORMATION) (REFER TO A200 FOR FINISH INFORMATION) DAIS! SWEET= ---"'r--r---- MATCI-4 MALL FLOORING MATCH MALL FLOORING----/ XX/XX/2009 '. SCALE: 55 AS NOTED A4 03 it DRAM Ws • . • • ...1T1-1 - I _. , , , , STOREFONT S CTION T ' 43 ,,_ , LIG - 1 DIS ', LAY AREA SCALE 1 1/2"71"-O"' , . , ,, , , ' II „0 A •'‘ • , Y ', A STOREFRill ., ,,, T SECTION T , 41 ,ROUGH DISPLAY ' - EA . SCALE - - . •. ___, 1 1/2"=1"-0" --.' PROJECT No.,‘ 40090201212 4iii' .: eje ,,,,,,,4.1',', .I, tl:ll•mi,,:,.','. .''k'-,,?,..''';,' 1 ,.,,,,,,k ;! 4'-6, 3/8" , “ : ,f 1 , I 1 I ' I .',.' 1 .L, '41.: . '' ■ ,,...:.. :,,:"'-.- -i :.Lj::-:::::::::::•:::•:Lii.:iiiiiii:i.i.ii:4:.::::::::::::::::ii. .. ,. ',: ,:iiiii:..i.L::,::::•:::::::::::::•:::.:.:::,j::::.L.. :.:::::::::::::: --- :: , !... - ---- -------,--,_ ---- ---- --- ''. t. .1111 I_ 1 1 1 •71 , ., : ''llit ''' ■, ,.., . ,.. 7 4.. .w.....,.... ....,.......... ...... ...„,4, ...,.**.,...A.I.„. .......*,... ' . . . ' ' ; ,,,7 COPYRIGHT NOTICE . ::: , , I ,,, These drawings and specifications are copyrighted and subject to copyright , . , protection as an"architectural work"under sec.102 of the copyright act,17 , I '''tt ., „ u„S.C.As amended January 2003. The protection includes,without I I i;, .' :.' .': tN limitation,the overail form,arrangement and composition of spaces,and .. L__ ____ I : _ __...1 ...1 ,,, elements of the design. Under such protection, unauthorized use of these ; — . , . drawings and specifications may result in cessation of construction,building , ., ....______________ _____________L__ , . , , .„: , , , seizure,and/or monetary liability. -,„ .,,• I I ,_ . . , .....-,..,.,. .• -11 t::i:-;:i:J..•: : -7::•;,::77.7.7„:." 7 .2.:.:: ..:.!.:..:.:.::.:::.i.:.: : :: :.::: :i:::: ::::::; i . _., . . L, .■ ■,, ,, I I 1 NOTE TOP PANEL SHALL E3E CUT TO I I i FIT, SCRIBED TO MALL BULKHEAD OR CEILING AND ANCHORED TO PLYWOOD SHEATHING WITH 2” COURSE T1-IREAD CONCRETE PORTAL LEG PLAN ( REFERENCE ) DRYWALL SCREWS. G.C. SI-IALL COUNTERSINK SCREWS AND PATC1-1 OF SCREW 1-10LES (AND ALL HAIR LINE CRACKS IN ALL PANELS) 3/4" 4 1/4" . / / \I NEW STOREFRONT SIGNAGE -... NEW STOREFRONT GLAZING AND MULLION SYSTEM LOCKING AS ''::::: 1+ + + + I REQUIRED. BUILT-UP BOX BEAM - : •::::, 1/,', REFER TO DETAIL . , BOTTOM OF MALL ‘ 144111 I: 4" , K/A407) BULKHEAD M.D.F. SUBSTRATE tp.,,, -1. \ s0j , ../41 ...: Pr■'‘. 1'... .‘4k . . . NI:,.:_i ;:: 11//841:' 13//2:41—'\" ) \ si,,,, 1,4 _......_......, Pmfaigrasill 1 PY L1/4" GYP. . T(SENEAENTA3C0E02ING ::: BOARD SHIM 1 — v)IT . _ ,- -..-,.- , , 1/2" PLY1A1OOD „ _ SUBSTRATE BY G.C. ::: -- „ , .. , , , , ,.:....:.:„::..... ,:• ,:••• """'t _.•.■■■ Nit\b,.. '.._.\ - -4.""\% ,..' ""■_\.. ■■■... —"1"\SI N::::::::::::::::::::::::::::::: : • \ \ co \ V ::::::•::::::::::::::::::::::: 4 gi:.:: 3 5/8" METAL ',4:Iiiss.::ai \ STUD FRAMING RECLAIMED OAK — ALIGN JOINTS AT TOP sk 4:.i.i...:..i.i.:.:•:.:.: ill•■■ OF ENTRY PORTAL WITH VERTICAL JOINTS. +1 .. AT 16" 0C. 7 I/2" ;.:1 ir ir v.. NI, •.:.:•::: , i t --7,--i-t a, . '::.:: \ :.:.:'::.:.:.:.%::-:.:.... JOINT BETNEEN PANELS P.• : ::: 4::::::•::::::::::::•:::: /N/NHi ,. ,. 2" COARSE DRYWALL , \ ....„.„.7 • ,---- .. , ,.. 40 :i''':''•'i'el,'',::':'::', N 0.C. , ' : 0 1 1 : 1 I I ' , \ I+ ' I....f_'' + SF-2 PANEL CONSISTS OF 1/4" STAMPED _____1 \,11‘.. • h. I mihnhe „.. . . . lit awc r)'''11:b< CONCRETE FINISH ON 1/16" MES1-1 SECURED Lill , . TO 3/4" M.D.F. PANELS ARE SUPPLIED BY II ...... kh. Film < 0 Ful 1---, SECT".•.44 TI-1 ,701JGH SIGN TROUGH SCALE 1 1/2"=1"-0" A OWNER, SET IN PLACE BY G.C. , 'i:si.,,,.,-.,•:..i;',.•L.i ,++11 II '■•01 ENTRY CEILING FRAMING Z OVERHANG ON PANEL •• 0 (TO COVER FASTENER) .. ::' SENSORSENSE EQUIPMENT (SEE ELECTRICAL It .... •,,,,• DRAWINGS T1-HS SET) Z 0 Ct .,.: w : fl , 1 0 C-1 ., LLI of) < -41q. Et .•.. t.....,-: ..:.: , , .. , , ..,‹ a_ 0 o . • 3 5/8"x18ga. x 20ga. METAL STUDS BY ::: , •:, I. . • ,. G.C. REFER TO PLAN FOR FRAMING Cf) F-- cinii- %.,:... .. i.,,,,, :, i : DIMENSIONS. •. . ...- : .. , . pi •„_. , 1,..---,:: .., •• - ".... il I ... .. . IL r-----1 L. .'... Lu . , • ..1% -: ,.:0, 1 11 I II .: ,.......,.....k: .-1 1 it L _ J aZi BOTTOM LIP OF SF-2 PANEL ..:.i . N hi■Imm........._ : :::•• : , w 03 I i 1 -- 1 , • 774- , ft,- cc, I-- , -: . c., 7 .......m 1 , 0 --1 V ''- al , (-15 F.._ z lo f TOP OF PANEL. BOTTOM OF CONCRETE :: ,,ii . ' 5 m FINISH EXTENDS APPROXIMATELY 1 1/2" ::::' , : W ()tar; 3 ....„„i:\ CL x < k) .....k* ..,..,. LOWER THAN M.D.F. G.C. Si-1ALL INSTALL 1/2" PLYWOOD SWEATWING ON 3 5/8" METAL •;.::: ;:: , „ „ To < ION E }— LLI l'\441mICiool, ,... FRAMING (REFER TO A/A4D5 FOR STUD ::: — 1-- ir __, (r) NNW, SPACING). G.C. SNALL SCREW TOP OF M.D.F. '!1!, ■9 N Z 0 =0 t-i 6 r...„0,,.. . - .... 1 ..) wil PANEL INTO PLYWOOD SHEATHING USING 2" Ty- C\I --1 04 Nuolb. '1• .... cL 0 Z CC d -go\ .4...* 1 110110111 . 111111111111111111111111 COURSE DRYWALL SCREWS AT 8" ON Lu 0 rx ow 0 g (j) ,z(n 11.'‘,40„..B--■ \ CENTER. G.C. SHALL INSTALL CONSTRUCTION ']: z > 0 6 -'-?:. cc X= 4 w -.4.. I ADHESIVE TO BACK OF M.D.F. TYPICAL EACH , 0 P fi ii LqiIE-5 -9 (r) . : PANEL. . m ill 1 z it_ qii• 5 Pi' co I-- CD ----- 2 \‘1 . w w Ix E:3 8 00- zw -.E..-:\ SENSORSENSE CABLE NN,\11 ... •• SENSORSENSE CONTROLLER co I--: LI 111* , aZ W NIIII.110-,,k ''.: ili:::: r : 1.13 Ill ■00. '± SF-2 PANEL CONSISTS OF 1/4" STAMPED :,* I— 1-- 111‘,44-41' =CO \ Z z f • 1 CONCRETE FINISH ON 1/16" MESH SECURED •:,:;: , , LU lii Normill, U U NO' I I -4111■ TO 3/4" M.D.F. PANELS ARE SUPPLIED BY ::: , -74 ..1,0%&,... . •• OWNER, SET IN PLACE BY G.C. • .,.::: :h.— —"Vill■N .. -..4 itt! IVO _i Nit. .:'. N la ::: co _ _.., _ — I :,:, kit 1411, Asi4., *co, N 7 ■Iii ... '04 rirl- 1X6. POPLAR JAMB 5Y G.C. : ...._ _ _ _ _ ____ri._. _ _ \ •.,: I i - *, -40, 'k .:.% .:: ,:: ,:i II :, , . po, . . ,, ABBOT STUDIOS ..= ,: .k . :.: HIDDEN DOOR TO BE CONSTRUCTED NIT1-1 . . :: .'• 14 ARCHITECTS + PLANNERS + 5/8" PLYWOOD AND RECLAIMED OAK '-. .... •••.,:..M G.C. SHALL SCRIBE BOTTOM PANEL TO : : : PLANKS. DOOR TO HAVE WIDDEN WINGES ..... .. FLOOR. TOP OF THE BOTTOM PANEL DESIGNERS, LLC AND PUSH LATCH. SUPPLIED BY OWNER, . . : SENSORSENSE CAP .'...:' SI-IALL BE LEVEL PRIOR TO SCRIBING, ,: •••,: , INSTALLED BY G.C. G.C. SHALL 1.''.... . SCORE SCRIBE LINE WITH St-1ARP TOOLS : ' )\II\ \ 130 E.CHESTNUT ST.,SUITE 302 BACKBEVEL STRIKE SIDE OF DOOR 5* ....:- TO PREVENT CI-UPPING OF CONCRETE. ,. ': ,, ; COLUMBUS, OHIO 43215 , ',.. .... \ \ [ I / :.',■ 614461-0101 FAX:(614)461-1107 G.0. SHALL SCR EN TOP AND BOTTOM OF ! ; , ,. ., .1,\',., 1 , i': .„, ,, ,,.., , LONEST PANEL TO F'LYNOOD SHEATH 1 NG ii I i II i 1 ,,, , ..L. ,„---1 11 . ,.. . . , , .. 1AI I TI-I 2' COURSE DR.YNALL SCREIA1S @ 8511 ' SENSORSENSE COND..)I : 1 11---t1.-- :: .. .i H I ,, ARCHITECTURE ‘-‘1.:' H I , ON CENTER. COUNTERSINK AND PATCH ,.. r . .,..:.-*I ' I 1 I LONEST SCREIA1S_ --\\\ [ 11 i .., -- ;.. , .,..•.„... .. . .. . . a, .■ , ■. .. . . . . • •. , n ., . ' . i■ T.:4 , , .. ■. \ 1.. i I 1 •' • ,, ■ ■ a:\'''''''' ,.'I, , , . ''''''. I SPECS FOR OIAINER SUPPLIED 1-41DDEN DOOR -ARDNARE: , 2:S) WILLIAM EDXIVARP 411,756T (") :' "-.------Z,` ) i • AR 0T '- ,.: CONCEALED HINGE - (4) PER DOOR/ EQUALLY SPACED : „: \ .. MANUFACTURER: US FUTAE3A #USF-2000-170 EXISTING LANDLORD'S CONCRETE •:; :, :: SLAB i i I , „ COLLECTION US FUTABA I-1 I NGES , COLOR: NICKEL , v 11 11 1111111 MOO 15 : ' ',/ .„''''''‘ 1,C\04101‘A\'Bkb/i410\-fc;• 17:p...... , : TYPE: CONCEALED I-I I NG ES le „. -; OF 09-cAt-C ,..: • to-LI--D °I .... JAN BALL CATCH - (2) PER E)00R/ EQUALLY SPACED ...,.. ,,,, ....., .., ,, . .. . . .: ,,..,•:::, .. , ,, etATE4 64itil's DESCRIPTION N SUG-59.)--MC37BK - OR APPROVED EQUAL. . , _ XX/YX/2049 ,c.i ., . MANUFACTURER: www.cabinetparts,com WALE* AS NOTED . PRAWN . . . ,,, : . . , „ , .... . .... ..... . .. . . ..,,. ,... . ,. . „ . . , , . , .. . . .. .. . • . •. ,. . . •....,. ,„...:..... , . . „ .. . ,. .... . .: •,.,.. , . . . . . . . . . . . . . .• . . . : — . , ., . „.•.. . . : . . .. .• .., . .. .. . _ , . . . , JT1-4 °-"•:'' .scr No : . . ,. , -.. --T-- I .--- S C A L E Ito) . !, , ,•, ,,, , , , . .., , , .,,, ,. , ,, i --- • , • .• •• s. ' ' IP . •, , —, ., ST : ft,- FH,' ONT SECT :i. :-. ‘.,!,. THR • UG CO POR l''', AL LEG SCALE - - - - , - ,.. 1 7, ,3 , /•■ .. '' '1 1 ■1 -:'1 I f 't 'j.: 1 II 0 it ,. ' ' ' 3":1"-O" . lt.o., ,., . ., ., . '': _. , 1 1/2":1"-0"?. : R DE II: M11. 40090201212 . . , . • . _ , . . . .. .., . . . • ,.,: ••• ,,..i. 1 v / ,,.,,:...,:/ /74/ 7/ /7,--/ ./„ /, 7/ ,., / 77------7-----7--/------7----7----/,.., --'-- t k. \ , .. . . .4. / / / ./ / / / .:., \ / / / /7 / / . • t 4,•,‘,.. ,r,'7,,.' •,'" '..• .:,,,,s,,,‘. 2,,. 7.: ^' \ ''',,' / ,:::: / / /1 / // / / / , •• ', . , / / / / ' •- t • • $ '. .,, .•, ■'''' • k\\\\\\\\ / / , . , , .•• • • ., • , 4 . •. . r . . , . •. . , , • , •• ■ 4 \ 1 k i' / • ' '1: / / ,/. / / / / // / ' COPYRIGHT NOTICE: .... , 1 / / These drawings and specifications are copyrighted and subiect to copyright G.C. TO COORDINIATE STOREFRONT protection as an'architectural work'under sec,102 of the copyright act,17 . 3 5./6' DIAGONAL BRACING - ' / / / / /// / / /7/ , CONNECTION! TO MALL CONSTRUCTION u.S.C.As amended January 2003. The wotection includes,without - REF-ER TO STRUCTURAL --------- / / / / / /1/ . I NITH MAL.L REPRE.SENTATIVE . ', slimeizita::,nthewoorymeonralel fotarmry i,wanbialiting.ement arid composition of spaces,and elements cf the design. Under such protection, unauthorized use of these DRAWINGS THIS SET FOR // / , _I drawings and specifications may result in cessation of construction,building / FRAMING INFORMATION. ",/ / / / ' , ,.- , ,. , , , , , ,. . , .. , / G.C. SHALL AN 3 5/8" METAL 4/... MALL BULKHEAD —.- STUDS FROM TOP CHORD OF MALL STRUCTURE (DO NOT CONNECT TO MALL DECK). REFER TO STRUCTURAL DRAWINGS THIS SET FOR FRAMING INFORMATION. . PLYWOOD OVER 6" METAL FRAMING (REFER ■al (G.C. TO REMOVE PORTION TO STRUCTURAL DRAWINGS TI-IIS SET) PAINT P-1 OF EXISTING BULKHEAD TO A141-0" A.F.F.) . ------7--- 4.z......__________..--- -.....--____ ,.......________ 1 + + A ... 1 ++ + + .... ,, :!:t 1 • ..,.... .:, : , . . i .. . . . . .7 GoRECLAIMED OAK PLANKS ,. .!„..,I 11 TALLED HORIZONTALLY. G.C. , .... ....,.. ::! SHALL PAINT SUBSTRATE BENEATH , . . ? ";..... T (COORDINATE COLOR WITH 01AINER'S -& CONSTRUCTION MANAGER). . . ::'' ':: .., 1 :s...... .... S 121-0" A.F.F. ..,. . ...•o ... 10., ...', :1!I I::: ;,... Ai 3/4" BLACK METAL REVEAL (AT ::: ::: NEUTRAL PIER BEYOND) ...:., .. • ■:: :.A t1.1.;■ I : . .•' 4 SALES AREA CEILING LINE (BEYOND) ., : ...,.. : , : ..,. .....: . ,• . ,. :'...2:. iti w ; _.•. ,.. Ct ,,, .,.. ,......:. .,....:,. sekC CO ..,. . .:. D z 1,.....' 6 1/4 ,.:::...::..:.: 1114 1 N 0 0 BREAK METAL NIT I-I MF-1 FINISH „ Z .. .;.:..: (PROVIDED BY OWNER, INSTALLED li: , BY G.C.) GRAPHICS FRAME OVER ..•. ... ,...,. BLOCKING AS REQUIRED (BLOCKING Co) 'i :.. SUPPLIED AND INSTALLED BY G.C.) ill . .,:•:. . 1:,:::::• , .. . . ,....... , CI).• ":::,.:.. ... ,, • , ;,...::.: 1 LL F- s 11----- < 0 • : . . . ,..: ... ....: -:,-....: I c.: ...,,—, ::] .:.,., , s ,:, ,, ..:....,.. 0 lt um 0 • :,•;,:.:.: Z Ili Et . • ......, LL : .. :,,:.:.:. ,..; .,". , :. ,. ::.... LEASELINE 1 Ct w .111 ....,.... ... ......,. ,,..• . ..,. ..,:...... ,•.. .:::.:.: ....... 420 CONCRETE PANEL (REFER TO ... .. 1.••••••• ,,...... : . < Cli. 0 0 DETAIL D/A404) ... ..■ ':,, !: ,•• , UP) •, ;',. , i• :., : • ..: :.:,.:::. 1 . . W :.. . :,:...:. • . - .::., 0 .. ..... . . •,••••••• < . ::::i, • :. :::: ,:• ft ..e,..... :!........ W 1 : ,- ......:.: 01 la I i,, • .' ..,:', = co 2 1 III .,;:: :,..,.::::: 1 -6 0 1 \•: ■ . ;:.;:•:.:. z •,, . , Z ,• '.::.' 0 ... 5/8" TYPE 'X' GYP. BOARD .. •...- .,:•y• cc OVER 5/8" TYPE F.R.T. ,.,. (.:::-:.:: ,.......• PLYWOOD ON DOUBLE 3 5/8" •:; ...... ,.., METAL STUD FRAMING @ 24" „..,. -....... 3/4" M.D.F. OVER 5/8" GYP. I- cc , . ,. ,. 4,,:.:.. O.C. TYP. U.N.O. F(7-) . ..,. BOARD. OWNER TO INSTALL LLI 8 > ,:,‘s .., GRAPHICS OVER M.D.F. , . . ii .. , . .. ' •• , Ili W 0 a ..... ,";:.:.:. w cn __,..rze 0 w ...."..:: Z > (.9 ... -a. w 0 p.. g 12 ,.:::: , .: ,•::.:•:•:• ,......• ....,....'':..:.:,.....:: •-f :: 5w w Ex •, v: cr il ::: .;:.:•:, ilzk :: ::, '::.::::::: '`i! 'i ,• qi,, SURFACE MOUNTED WALL . I STANDARD (SEE DETAIL B/A100) ...• ::::.., -,•••••• ',4111,14„, ..:i ,..,...• it... .,:,...... ::, f:,, ,.;,1 ir•ril•;:,,,,, • ' ; • .-.•,., i 1,04.,Wil, ,,. , ...„..... ---•,, d!,,,,,„,, Atvq, ,L*4iti t. •.:: IIII NC I I I.? :'. , ,,,..... Sr', 4141, , 1;, ::,•••:. „...:,:. ABBOT STUDIOS . .: ,..., ,•,...... . :, :•••. .,•:•:•:. ...,... ARCHITECTS + PLANNERS + DESIGNERS, LLC , •:,..:::::: ...::: . : ..:,...... ......... . : .: . ... :.,..... 130 E.CHESTNUT S.'1''.11'111JITE 302 ., ,,:. ...:.... COLUMBUS, OHO 43215 f „...------..., i....' - ... 1... -, .., Ilt :, 4 , \.\ ii-.:4 614461-0101 FM..014)461-1107 ., .3 \ 1H Li:: 4 i' 1 ,.:1, 1 It 4 I :., .4: . 11 I C, ..:,,,7 0 0/ :]1 L.,..,, :::.:': I II ,,------ ARCHITECTURE 1 I , . . c !-,k, i l''''1 Is.'...f.l.' P-------t.5— )3TORERFRONT BASE 6' \ ..t.,..:., / PTC-41-4 ,0(0.3 BREAK METAL ,,,, -%0D ARt--, h.::.: / BASE NIitl ME-i F1N1514 ,,,,:,,, I rt.::' 1 / „ ,.--41 \- •:' 1 -.\..D ,, ,_ ., '<t•eAs SALES AREA 1" X 4" 1 .., TENANT INTERIOR ‘141_1_1A,IVIIDWIRD Af3B FINISHED FLOOR HIGH NOOD BASE NI . ..„.::::: = i :, , il ! „ ....:.:::,,,, MALL BORDER TILE INFILL AND ‘ • : , : . ; , P-1 FINISH 5-I , i \ 1 .; fi REPAIR BY G.C. (G.C. SHALL 1 `; ' 1 ,„'..1( • . . 466. Al . . A, = • ill ..7.:.E. I PURCHASE TIL.E FROM LANDLORD). \COLUME3US,Ofiloj :•.•• : --------NN :-... COORDINATE BORDER TILE DEsIGN .••.•• :::.: ..s. WITH ON-SITE MALL ‘...?' \''' 4 •I, ,, . II mom II ill I ' — , ... 1:•• A ' .Irma"armysammilwillOws REPRESENTATIVE) 4,7'/ 'CiC" 0 F 0 i I- A ii ism.i 2 i ri 0 pr„ , rAdi rAd r rA id if FA • •rAi rA ii FA rAid rAi ri orAiii lir,Ailmwad ir py, A i r . i 6 -z--3- 06) „ .•.. .=. . „...;,.,,,..:., ... ..., , . , . , tiAtE* SHEET* XX/XX/200cI SCALEs AS NOTED A4 0 6 DRAWN SY* • . . „ , , . . . . , . .. . , - ,. , , ., . • . . . . • . - . . . . , . , .... . . . , . • .. . . , . . ... , . - . . di ., ;, ,,, i, i iii,-•., ... 1P, STOREE-, ,•1.1■IT SECTION THR "11GH STOREFM : NT WALL , . SCALE A PROJECT No.$ 40090201212 .. . r: ' - ,,, , ••, 0, ,,;• .,• , ;',1.1. • P,' ■ : ., .■ ' rG7E7f,,T-1 AL I_ ' SCRIBE BOTTOM . SF-1 RECLAIMED OAK INSTALLED .,. SF-1 PANEL TO FLOOR. TOP OF , VERTICALLY OVER 5/8'1 MDF THE BOTTOM PANEL SHALL BE * ATTACH SIDING NI 1 1/211 FINS rNEIAI ENTRY DOOR. , r, COPYRIGHT NOTICE: LEVEL PRIOR TO SCRIBING, CUT NAILS (MINIMAL 1-4EAD), SET REFER TO SCHEDULE ON ' /------ 3 5/8"x18ga. METAL STUDS SCRIBE LINE N ITI-I SI-IARP •, , HEADS JUST BELON SURFACE (UNLESS NOTED OTHERWISE) Tnese drawings and specifications are copyrighted and subject to copyright i I SHEET A002 / , protection as an"architedura!wore under sec.102 of the copyright act,17 TOOLS TO PREVENT CHIPPING 1 OF SIDING. NOOD Ti O BE 1 lei," / , u S.C.As amended January 2003. The protection includes,without , OF CONCRETE. I RANDOM, COORDINATE N/ , ' limitation,the overall form,arrangement and composition of spaces,and ' 1/2" ,---- G.C. SI-IALL INSTALL elements of the design. Under such protection, unauthorized use of these ' 3/41' RECLAIMED OAK OVER 3/411 CONSTR.UCT 1 ON MANAGER- .‘-- \,.-, L- a r_. , ______, _ . --.. 1 3/4"° RECLAIMED OAK OVER 3/4" ' F.R.T, PLYIAIOOD ADHERE R------.. :4, 1 BLOCKING AT j AMB , sdrawings ei ,a an nd/do sr pme ocni fiectaatriyo nu sa bail 1 ai t yy.result in cessation of construction,budding . F.R.T. PLYNOOD ADi-IERE FLOORING FLOORING IAIITH 1 1/211 FINISH NR .--r-17-------_, 1,4i -I -4 „ __T ,,,,, ____ 1 ' , ,. ,A„-T, 1 1/28°1/2'1 FINISH NAILS (MINIMAL NAILS (MINIMAL I-IEAD). SET (1) LAYER OF 1/4" -.....,_, -. - BOLD STUDS INDICATE ' 4 ,• ALUMINUM STOREFRONT I-IEAD). SET READS JUST BELOIAI I-IEADS JUST BELOW SURFACE GYP P. BOARD SI-4 1 M N.: • (2) 3 5/8" x 16ga. .4 .4 P ■ ' :tit METAL STUDS• • :,. N I NDOIAI JAMB 7---- ' SURFACE OF FLOORING. PUTTY OF FLOORING. PUTTY SUPPLIED 5 1/2" , 4 v NEN ALUMINUM AND . • .. SUPPLIED E3Y ONNER I3Y OWNER R -,e MECHANICALLY t \V I\\/ GLASS STOREFRONT os . t. ' L 14.4 K' ■ FASTENED TOGETHER TO SUPPORT JOISTS BOX 4 . ;, , rAig Nx- 1/2" TEMPERED BEAM ABOVE. REFER If-- 1/4"---)„ , . TO DETAIL K/A407 -.. m1'4' ‘Nr, II GLASS .N,1/4---- - - 11.. . . . 6I1 WIDE WOOD • ., . PLANK. SCRIBE ,---1/2" IL :• , . '. U I •<-- - CNI q 1-1EADER ABOVE /1 • ALUMINUM . Pl. ' A 1 TO FLOOR 7-.cr . . . .p , STOREFRONT -ct- _ . t-- I fl(.,_.,..sv____ i I AM.. I _ -(.\1, ' , \••• 4, illiii‘iikx Nv IiiiN411... A AL . 'AXIL v4.11 - . IIIIIIIIIII- II- I-L IL. , _, , ........ • ,r,:‘40) 1----1 s - .v EDGE OF ENTRY IIIIIIIIIIIIIIIIIIIIIIIKIAIFAIIIMIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMII // // // 13 5 BASE TRIM \ - tit II II //i • . v. 0 =co PIER (E3EYOND) - 1 1. I _ )'■ 1 (SCRIBE TO FLOOR) - -61 1--- . • ' L - II I -, - - - .....// // 1■: -C--- - MI - Tee--,te•ve•-ee--.•■•ve•-re•4 '--1- LI:. <--- - ■ -.9 IL _II EXISTING CONCRETE _ '0 ; 0 EXISTING CONCRETE 5LAE3 ..q L _...L _ ____ - - --,- - .....c.,,: \ MALL FLOORING .t, SLAB / i- . 3/4" 5 1/4" 2" / 1 I 1 4%41111i .-= j , \ 1 SF-2 CONCRETE PANEL ,T, Il, \ .407 (SEE DETAIL D/A400) OVER i.■ - -x‘,'■-■ta. -‘-- ,- , .s. 1/2" F'LYWOOD SHEATHING --1 . 3 5/8" X 16ga. I__LINE OF PORTAL , FRAMING , . METAL STOREFRONT I3LOCKING AS REQUIRED CEILING ABOVE METAL CHANNEL BY OWNER UNDER (SEE DETAIL J/A407) SYSTEM ONLY 6" METAL 11 9 STUD FRAMING / / I , • LATIFORM ; ASE SECT! 1' 14 I SCALE I 3,,:t_sy, IA PLATFORM ; ASE SECTION WIN OW JAM : 0 S I I , G SCALE 3"::1'-0" - WINDOW JAM *Is' CAI NC PA H EL. , ([ , 0 . 1 SCALE I LINE OF LINE OF PORTAL CEILING ABOVE LINE OF PORTAL CEILING ABOVE HEADER ABOVE 5/8" BLOCKING @ GLAZING HEAD (TYPICAL PLATFORM ALL STOREFRONT CONNECTIONS UNLESS SF-1 RECLAIMED OAK OVER 5/8" MDF ATTACH BELOW / "911 FINISH NAILS (MINIMAL HEAD)./ INSTALL GASKET AT JAMBS NOTED OTHERWISE) SIDING N/ 1 1/2 WI LINE OF CEILING -1 '/ /.\ TH SET 1-1EADS JUST BELOW SURFACE OF SIDING. ABOVE 6'1 MTL. STUDS AT NOOD TO BE RANDOM. COORDINATE N/ MF-1 SHEET METAL CAP, SUPPLIED 13Y / 16'1 O.G. MAX. CONSTRUCTION:RUCTION MANAGER, PUTTY SUPPLIED BY %It - OIAINER, INSTALLED BY G.C. (SECURE In OWNER ■71%.... . ..N.IM01.7MI: (NI ; cn .1_ NIT TI-I SILICONE SEALANT), OVER 5/811 n GYPSUM BOARD ON 3 5/8" M.S. FRAMING ------ -cf, ir 0 z .....J vi ii.,4 , .. 7 7 \ _,_ 9.;.f.,,,,,,„,,,z...,„,.....,................................,...........44,...:, ;. .... .,.........5 „ / ---- ,„ mai _.,,y__ -- --- --- 7,7, 7.„,____ , -1---.1*--) FRONT FACE OF PIER AND IN •S■ 4. i // _ =1 4i 3 5/ " -, CEILING SHALL BE BUTT NN -.. ki, . - - I 4AMEM.....111 ' ' ‘,.. NI%" p.„LIValtagbkh.....-NN: GO 0 ii / 7, ...,_____,......„ AND PASS JOINT COVERING Fl" + , , ..,.. .... _. ....... ...._............ ,.... _..„... . , , . . ,_ ......_ .....„_. , . III BOLD STUDS INDICATE . tr 10 cc) . IP .... 2 (2) 3 5/8" x 16ga. siiii ■114 \ ......... 0 .4. LO + t OF FIDECSE,ILTINOGP AASNDINDE301c.TATTOEMD _. ____ , - - a3 C9 METAL STUDS 'N . tk 2 1 t. k 1 .1111 / -;4- ;I' .,4 i; 4 .. tt cn CO Q• + . (.0 w ,...,:__-_,-- MECHANICALLY --Q------ / 10,,. I FASTENED TOGETHER 6.... - - - - - lik't- i -- - --- - - I: ----,41-1„. - - -t: - --)-1- - - 15- h ' 0 CD TO SUPPORT JOISTS 1-J BOLD STUDS INDICA E - - I Ct 11-- BOX 13EAM ABOVE. Cv -.. 1 = (2) 3 5/81' x 16ga. 11 TAL - Nt.o• + . 1---. r-----. ' N 1111 ' Z _ REFER TO DETAIL L la , -E 0....i , STUDS MECI-IAN!CALL . , mem ' ' .. New 4% L , - FASTENED TOGETI-IER TO . q (409 K/A407. Li hooll - - - - ---.." ,. _ .. ,.] 1 N.,0 -, * .... 6\4 m. 7 , ( -1- - .., It SUPPORT JOISTS BOX ■AmiN.■.■73.1e..... 7 - -."....'%Ms...■■.■ Z Ci Ct BLOCKING AS REQUIRED 1 L - --..4- r 1 4 .4 to BEAM AE3OVE. REFER TO _ 'i ,.., ›. II I DETAIL K/A407. CONTINUOUS 611x18ga. S1-IEET -st•AP,II, ,itict.._ Ci 1/ 111/ A 0 0 -,, III LI_ LAYER OF 1/4" GYP. -1 7 I r II I t. 4 :*, METAL BLOCKING /c 1/4" / t/ \-- 5/6" (1) LAYER OF 1/4 II / rt BOARD SI-UM iti. it I - II : Iii -4 . NEN ENTRY DOOR. REFER TO I I , .4 .1 t, GYP. BOARD SI-I I 1-1 - r r •. , ). i 0 W 11 L J G.C. SHALL INSTALL 1 1/411 4 3/4" 1 11 4 I SCHEDULE ON SHEET A002 t. / / / 'a74-111, 4 II .., E3LOCKI NG AT JAMB 111.-----z c.4. HEADER ABOVE t. 4 MALL BULKHEAD (f) < < Et 61' MTL, STUD FRAMING 1 ILI _ J it BUILT-UP STOREFRONT 61' BOX AT 16" O.C. MEN I eillt 1-H-I SF-1 RECLAIMED OAK SF-2 CONCRETE PANEL 4 t. 4 .4 c. 3 5/8"xlaga. METAL STUDS NEN TRACK LIGHTING. BEAM. REFER TO K/A407 1/4" 1/4 < Cl. 0 0 H Lvi t I I INSTALLED VERTICALLY OVER 5/8" MDF ATTACH (SEE DETAIL L A/A404) ON 4 • .4 t. • .4 1. AT 16" O.C. MAX. REFER TO A300 FOR BLOCKING AS REQU IRED E;';3 CO I- t 1 SIDING N/ 1 1/2" FINISH 1/2 PLYWOOD S1-1EATI-IING . .,,, 0■4 4 FURTI-IER INFORMATION (f) ,,,,,, is II NAILS (MINIMAL 1-IEAD). : NEN ENTRY DOOR. _ L I SET HEADS JUST BELOW :-., NEN ALUMINUM STOREFRONT (11F-1) ...- REFER TO SCI-IEDU LE ON - --- - - N...1q 1 1 w SURFACE OF SIDING. SHEET A002 !- WOOD TO BE RANDOM. /\ CI COORDINATE N/ .. NEN ENTRY DOOR. REFER TO cn SCHEDULE ON SHEET A002 CONSTRUCTION MANAGER, z < . /1\' ce PUTTY SUPPLIED BY OWNER w co I SCALE 2 i I SCALE 1 11 , SCALE , _ SCALE DI ill) ,o) R JAM ;, 0 S I S' ! Nil - , 1 3"::-E-0" , • , , \ EH TRY , 1, 1, D D "IVO R JAM ,-, 0 Co ,, C . PANEL r 1---- W NIIOW HEMP, @ BUL HEAI, \„ , I 3„:-.1,-0„ I ''„- WINDOW HEAD 0 E , I TRY CEILING 1 3":71'-0" I 17 z z E3OX BEAM SCHEDULE 0 KEY SPAN JOIST SIZE. > w E31 81-0" - 111-11" o " G (2) ,il xi 5/8x18 A ct 1111111111111111132 121-0" - 151-11" ( ) 2 8"x1 5/8"x18 GA 411111111111111 , 63 161-0" - 191-11" (2) 10"x1 5/811x16 GA (2) 3/811 I-IARDENED STEEL 111/- E34 201-011 - 21'-11" (2) 12"xl 5/8"x14 GA 'U' BOLTS @ EACH CONN. 1- ce z 0 w BB 221-0" - 231-11" (2) 1211x1 5/811x12 GA >- 1- w * ----- ... NOTE: THIS DETAIL IS ONLY A DESIGN EXISTING DECK ABOVE GUIDELINE AND SHALL BE REVIEWED FOR z >uj ouj ti'-:;Ul. ACTUAL BEAM SIZE FOR EAC1-1 PROJECT. C4x TO , 1/2" PLYIA1OOD SHEATHING LIGHTGAGE 130X BEAM TO > co:)a IL- (I 1-4(!cl wE COLUMN CONNECTION (E) ROOF 3/16 > 4 (TYP, UNLESS NOTED) \\\ 't1/141111111 ui Ce c? 17 . i r.---, 4- 4P- SEE PLAN Et h "---""*". 1 ,1 _ _ Adimmi._ _Aiiiimilliima_ _Amili ____ U _, ....... Air 18 GA TOP TRACK , ,,. ..„ ,.. j,r4,:::,,,,.i,,,,,,,44,,,,,,,i,,,,,,,,,,0,11,,r.,-,,:,.;,,i,,,,, I \s- SECTIONS FOR ..... ..1 (TRACK DEPTH BUILT-UP BOX 4 1/4" STEEL PLT. rly J + E3-5 r44'' /// // 7,i -,.. _ BEAM 4 SHALL MATC1-1 STUD DEPTH). @ EACH CONN. (E) OPEN WEB JOIST --\ \I- + , ,,,,,,,,,,,,,t,,,,,,,,,,,,,-/////:////e \ 4 4 11----1 ill 140 '<"- ' / <---'--''" 16 GA. PLATE EAC1-1 EXIST. BAR JOIST. :Ivo, 4,4 =-4. C4x5.4 = i. .2. -, _ SIDE WIT1-1 (8)-#10 , STOP FULL LENGTH TRACKS OF (VERIFY CONDITION) C4x TO cn -,:g, ---,-: PAN HEAD SCREWS.-- BUILT-UP COLUMN SNORT OF PLATE 6x12x3/16 (E) JOIST 3/16r ABBOT STUDIOS - R25= , 441/WP .-3- '--1 TOP TRACK CONT. 20 A. TOP TRACK ARCHITECTS + PLANNERS + 0 lc A N, 4 , ATTACI-I TO STEEL ILI N/ -... 4 //zi- (4) #10 TEK DESIGNERS, LLC - (1) 1-1ILTI EDN OR EDS PLATE SCREWS ....._ 3 5/8" OR 6" DEEP TRACK AS REQUIRED BY ' S1-10T PIN. (I.C.B.O. #4373) \\ TO C4x> 3/16 > 130 E.CHESTNUT ST.,SUITE 302 G.C. SHALL TRIM METAL OTHER SECTIONS AND DETAILS ,,./7 "V COLUMBUS, OHO 43215 4 ,- , „--` C1--IANNEL 1A11-4ERE SIDING i 3/4' 11'' -----SF-2 PANEL, SUPPLIED E3Y 3 5/511 OR 61' DEEP , 4 ,,,.." /..// ' 1 \ \ / - 614-461-0101 FAX:(614)461-1107 SOF F IT CONNECTS / *---------------- .--- - STUDS AS REQUIRED LT-----.4 I ,,,f ,,I .„.‘ , , ._../ \ ONNER, INSTALLED BY G.0. ) 5/8" x 20GA. METAL sTuD _ ,,, , ,,,, ......i _ ,' TUWRiEWAM EDWARD ABBOT\--n , iAilTi-1 PIER L BY OTI-IER SECTIONS .., 1 .. FRAMING. SEE Fl....OL,R FLAN , 7 ARCHIT_„csiEC /7' _.,....,,_ . \ AND DETA I LS ...- ___L,---"" LIG1-TGAGE BOX COLUMN II ' 'i 5/61'-20 GA .. BASE CONNECTION ,7 OD A jef). (\.' -' \---- METAL CI-ANNEL Ei‘i' OIAINER _ ______/\/______L I DIAG. E3RACE ---- --------------/ ., - --, (TIP, UNLESS NOTED) 2" X 211 X 1/411 METAL 1L1 @ INSTALL PER VENDOR'S 61-0" O.C. ATTACH TO TOP / ,,, ,-, ,,---3 , INSTRUCTIONS c' -411011 2.- CHORD OF EXIST. BAR BRACE PARALLEL TO JOIST ---.____,-JP- . , ' i LINE OF SOFFIT ABOVE JOISTS. (VERIFY CONDITION) • , ft s , ' t,,, ''‘, kcii*0'i 4 iti STOP FULL LENGTH TRACKS OF E3U1LT-UP 18 GA BASE TRACK I COLUMN SI-1ORT OF TOP TRACK C,) ct OF ole-i (TRACK DEPTH L.....%,t, VERIFY THAT THE SHOWN METI-101) CONNECT BRACING TO , . 1,0-1.3-0° , SI-IALL MATCH STUD ...j 4 41,.....-_ (2)-#8 PAN HEAD SCREIAIS EACH SIDE OF ATTACHMENT IS ACCEPTABLE TOP FLANGE OF BEAM : . - , , - . ,,.. .,. ' ATE: SHEETs DEPTI-1). -"I, ,r4:.„---"" ..011-- (4)-#12 CONCRETE SCREIAIS IA1 ITH TI-IE ON-SITE COORDINATOR. OR JOIST USING BEAM XX/XX/2009 ,. IF NOT CONTACT ARCHITECT FOR SCALE* CLAMPS OR NELDING IF " _ _ _„ , ALTERNATE DETAIL. . REQUIRED BY CODE. , ' OMAN BY: AS NOTED A407 , SCALE 1 - ' , . ,- ,-,.. „ , SCALE 1 SCALE f RA „ . PROJECT No,: JT1-1 1 - ' ETA ' , , , , , , _ Ci, ' AN ' ' a I - II 1, _ _ , EL I ' TAIL SCALE 1 i FULL ' U ok, ,--, ,• • . X . EAM SECTION , , 3" t-0" ' \ 1 ■ ,, ATTAC MENT , „ , - - IR ,_ , , , , S , ii UCT ' RE L BRACI , ATTACHME , T 3" 1, 0" 1, , Di . TAIL , 3" -1'-0" ivi 40090201212 SECTION A-A ,,, P , ',A ,•'',:' ' ''';'' ■ I r'''; ,",' l■ TRACK LIGHT - BOTTOM ,, OF UNiSTRUT @ I2'-CO. „ ., CEILING MOUNTED WALL MOUNTED EXIT LINE OF SALES AREA CEILING MOUNTED TRACK . . COPYRIGHT NOTICE EMERGENCY LIGHT SIGN INSTAL1ED ON CEILING SHONN LIGHT AT STOREFRONT SECURE TO BOTTOM ', , CHORD OF MALL JOISTS.-----1 -GRAPHIC IMAGE,IAGALL , FACE OF SOFFIT------, DASHED FOR CLARITY SOFFIT ONLY . These dravvings and specifications ere copyrighted and subjed to copyright I BY OWNER Ep3, ,„ ,, , protection as art"architectural work"under sec.102 of the copyright ad,17 u S.C.As amended January 2003. The protection includes,without , 1‘ ii c, , -, limitation,the overall form,arrangement and composition of spaces,aria , ........,„,...vir......, _ ‘ ,‘ ,— , :, Ai L. iu elements of the design. Under such protection. unauthorized use of these . . .goil ,. , in , r -f - - - . wimi , .. , _ , ________, - 1-- . —-li.-- C_ ' A I— ,. • , I r ' drawings and specifications may result ir, cessation of construction,building / ift ' 11 1 ii ,• ,0,-- 4.,,,...2---_.T ____ —7.= -..-.-.. , seizure,and/or monetary liability. .1 Il -...;=';;-- 7,-=-- - -L____-- — - \ , ...- .- -7 ."."-------- _-"-----= 1 . 1 001- --- - -- WALL MOUNTED EXIT , a ag 111=111111111111111r Nimiimmimmi ' SIGN loll ABOVE TOP 11, kihmso ,14 to . al 1 i nil 'iphril'SIP"' lliphia—rkli , OF DOOR CASING no MN III iso;jr 1 hf le 1 Rat Oh, rio 1 . „ 11 NM n, l 4% , 1 -nii , , \\\ --01-------- f®--1 \\.......h.c________ -7 7 . \-,,, \ \ ...it i n, , . - ,.,,.... ii um 9, .1 irtilli . it, ',--9 \ „ ' \ , .. ..... ti 4111 phi 0 lit \ \ \\\ \ Ill UN. SI 1 a gpi 1,1 . noi,i-itg 1. \ \\ MF-1 TYP. \ / / \\\\ i am 3° oallin I 11108k 1 , , ..., a , \\ own , 1 „ .. OlUlidj lin iiip , \ \\\:\ ■ 14111 2 jr 1 1 IVA 81121, % ‘ Il MI i ihre 11101 nilli.4111 IN h \ \ ' I is: 1 Malqpil I 91 \\\:\\\\ ------1 \ \ / \ 111 IIII 1 116-4 1114111 15111 I"I 114 0 \ \ \ , \ i IN orting* rig4itgloging \ 111mal 21 /19: i 01,0 Allaili \ = OPEN TO o (r)-D 1111 MI Apjukunal-- --LighinpAR \ \ FITTING i IN so'Llilleko 40 toOrlylos , \ i ot so so °I'l ROOMS odium m mmi 10111041lli 0104000 1 • am ;ordhogil ,„0001001 1 new ',', / \ I NI Proimpliari it.111140441 1 1 / \ ii im InieliqsWili 011-110.11 I , \ n ig hifelpli IVO 4410110;14, 1 i I ...21.,211 ARLO iltAiifilihad! ■J \ ) IU IN ii i — -74-- -.. ----z.-=.---.-----z------- — -----1-1111 NM k A , 1115 ----" 4...—..._. ------------,---------*-1------- $ 1 a.. I B POI GIO (R) 5-1 TYP. U.N.O. 11 3" SURFACE MOUNTED NEW DOORS Y WALL STANDARDS AT 24" O.C. Cr.R7) OWNER SEE SHEET B/A101 (TYPICAL UNLESS NOTED OTHERWISE) , INTERVeR ELEVATION - N.'• ikCKSIDE OF STOREFROHT SCALE SCALE 1/4"=1'-0" A INTERIOR ELEVATION - REAR WALL hr. 1/4"=1'-0" Liv RECESSED WALL STANDARDS AT 24" CEILING MOUNTED CEILING MOUNTED 0.C. SEE SWEET B/A101 (TYPICAL CEILING MOUNTED EMERGENCY LIGHT TRACK LIGHT UNLESS NOTED OTHERWISE) TRACK LIGHT (AT TOP OF WALL)— (2-.)-eP.-1 74111 Gib P-1 1....rj,.........,.............,.,..,.....i.ii...,.......................,..n.......I NM WWI RE.=NM=MEM MN==NM MEN MOM=MI 11=1•11 MINI NINO MIN=NM OMB••••••111111 I 11111; I I A A A 401 A A A A A A / " A •......Am.................MIN MINN MIN NININ 111•11 NININ INMI MUM MIN II maNNIN Millie m:limim.M1111 NINNI MININ MIN MINI HIM 11.11.---NOM IMO MM.MM.. i M M i M SPEAR ER - SPE' ER . SPEAKER \Lk ..7::. ...5. .. ....., •44.., .... ..... .. ..... ... .... 3/4" MDF TRIM PROVIDED .. ... .... ...., _ . ... ....... FOR III sc DE PASS ... ... .... ....... Ct THROUGHS,INSTALLED BY .MIN NIIIN NI MOM NMI MIN IN INIIN IN MIN IN G.C. PAINT P-1 ... IN MIN Ill NEM -- -MIN NI IIIIMIN ME -- -- EN IIIIN IN AM IMINI MIN NEW ALUMINUM ... .... = 0 ... i mi.." ...... .... STOREFRONT D 0") = 0 ..... ........., ........ a-- . 1 MINI INIIMINNI NI INNII IIII NININ IN -CO OM NI MEI MNIII NINII 1 ---- STOREFRONT mai. I . ..., 7....i. 1 1 1 .,,'; DISPLAY PLATFORM 0 Z Z .... ...• , ' NINII MINI --- / 0 ( EL:) INIAMII 1 0 , , I NI INNIN IN NMI 1111 il 1 1 Cill) . . 1 MEM INI MIR IININ -- - . , VA NINNI NI MININ IM.. CD C9 Fig... IIM• •IMI IMMMI. 5-1 8-1 P-1 Z.RK- —GONDOLA FIXTURE - 5-1 Z (.0 U...1 < / SURFACE MOUNTED WALL SUPPLIED BY OIAINER, SUBWOOFER----/ 10I-3" SURFACE MOUNTED STANDARDS AT 24" O.C. SEE SET IN PLACE BY G.C. WALL STANDARDS AT 24" O.C. 0 C) > SI-IEET B/A101 (TYPICAL SEE SHEET B/A101 (TYPICAL I Ct U.I UNLESS NOTED OTHERWISE) UNLESS NOTED OTHERWISE) Film < 0 ....I , III, SIDE Il N T E., VOIR EL VA 1 00 , , - SLE WALL SCALE ,- - ,( 1/4 -0" '--- Z It J., a rt ...... Lli 0 I 0 5 Go < ,,.... ct < a. %.., 1111111111111111111 W \.........1 P-1 CEILING MOUNTED - RECESSED WALL STANDARDS AT 24" CEILING MOUNTED 0.C. SEE SHEET B/A101 (TYPICAL CEILING MOUNTED EMERGENCY LIGHT TRACK LIGHT TRACK LIGHT ■111 (AT TOP OF WALL)— UNLESS NOTED OTHERWISE) laiP P-1 q'°....D , I I , I I I I 1 I „,„,,J; I , I , , I ;MI; I I II IMMIMI NMI 1111111 MIN INNIN ININI MIN ININI ININN ININI INNIMININ MIN N■■■• I ;MI I I I I I ;IE.1; W AL AL Ai AL AL AL Ai. AL " AL AL AL matIMINIMININIIIMINNI ININNINNINININ INININNININNIN MEM=NOM 111M1■1■ININI M M M M SPEAR- ER Alk . o.....-- SPE,*- ER < .. 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OM ilp•IIIMACO SCARF JOINTS IAIITH 0000111.111.11111110 011.= SCARF JOINTS IAIIT1-1 0•••••••.• imowom•' ...am _t_._.2 ortioitimi. 2—OPEN TO EDGE OF CASH1A1RAP -----1 :=2"4.11 L-OPEN TO EDGE OF CASHIAIRAP ---- iti="741.' SALES BEYOND / .............. SALES BEYOND-7 sii••••••141 , / ••••••■•••tok mummtmetem / ammumme••i• 1 ,./.?, luvairugs , ININI ININI MIMI NB RIM=MIMI t LC' NI INNIN VIM NMI ME NINNI MIN III ',,te0410.17.....470:10.1:7204.11......notimoili:1 '%4',1 In:LIAM EDwA7?4BOOT r) ........... ............ ............ .MN MIN NM MNI ININN MIN III NI NMI ININ NMI itti / i i ' ,.... ,... 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' MI MI • • • I MN I 4i 10 I ' 11.1 Illj.IIIIIIIII• Ill IN I ' I MN I ‘4"°) $ : ININ MO MUM IN INIIII I MI Nom ow iinii NNW Ns re ma ormuniii 47:e CP a mom voicipm 101111.1.11111111111.11.11111111111111111111111111111111111.4111.1 row ri.%mom•• MOM MIN NININ I I--- 11111.111 MOO 110 il OM NI OF 0.11,-c'- , SUBNOOFER LACK WRAP FIXTURE SUBIAIOOFER SUBI1OOFER HANDICAP ACCESSIBLE LEAVEOUT CASH WRAP FIXTURE SUBIAIOOFER GRILLE GRILLE ' GRILLE GRILLE . DATE* St ',- 8 : XX/XX/2009 '' SCALES ,' AS NOTED A50 0 , . .....N .,. , . , . . , , . , • , • . .. , . AS SCALE „7_, , , , ,, , , v..' ,iii IN ' ERIOR E EVA L• N - CAS W ' A SCALE ,r . - PROJECT No., 40090201212 . , A , 1 1 i• a, g ! q i E 1 kr` , " ' A ELEVA ' 001 ' I 0 1 ACKWRAP , , - 1 11 , .. t 1/4"=1'-0" '------ i ' 1 • ' 41t-0, " ‘, ,,,,,.. ..; -:-11 :- _t.....4.7 1 2 „ .r., r-----.3/4' F.R.T. PLYNOOD I ,, .. ': 1 ', 5/8" TYPE "X" Gyp. BOARD ON _i,;,:..1 4...___..711 _ 4 BLOCKING IN 1/.4A1...i- FOR . [;.:i i___________r_____ , _..... / ATTA:141YIENT OF HOOKS. i. 1 '1. • t, ■ 3 F,/8" riETAL FRAMING - . ' I 11 4 , K ri . , ,• PAINT P-5, -- -',!1 H -/1- ^ . ! -------------------- I , '1 1 CI ,-,„ , n [-"---- -- FITTING, ROOM BENCH AND ,.. ,..: ....,, „ ,- .s, "..9 . elk It-4" 11-4" I ; . ,,., . , . , - Jr- 1 IV 1 s i.ire:9-. ....,,, ........_ . CUSHION PROVIDED BY OWNER 1,7,, t.:- I I V 0 - 1 .. I I 1 11 , „ ., 3/4" F.R.T. PLyNoar) BLOCKING G.G.( SHALL V.',,. ‘,.-. `. if , , 7,4- ' I I , USE 16ga. METAL BLOCKING IF LOCAL A.H.J. ;:,,I. ,,,,,.. . : . . • , I COPYRIGHT NOTICE: , -NI,--.: 1- i --(1,.\\\_ --1 ___. ..., ___ 6,.. ________ _________ , , , ,,,_. _ . ,,, nip... . _ . „. , , DOESN'T PERMIT IA1OOD BLOCKING) '',,.i , • *)______ 40 * 4:)- . , * . ,„:„ :•;•„,•,, ' ',, i . 1. -- LINE OF TR-1 ABOVE These drawings and specifimtions are copyrighted and subject to czpyright lk 1\ ,..: .,, .., , • 1 --***--.\13'"`-3/4",F R.I. PLYWOOD . --,--, ' PASS- -NRoucm 17k---\---+1 .' . ,-, ' . \ , i , protection as an"architectural work'under sec.102 of the copyright act,17 G.C. SHALL INSTALL. 1N-NALL BLOCKING! „ ".:: - 11) § § , , - -XT24Y11.PSHCEOARFVE(NY3)T.TO . Bt_a..K1NG N NAL- FOR • OPENING @ 81-0" AFF. 4.-1 . I ,,•• u.s.c.As amended Januaty 2003. The protection includes,without AT SCREW LOCATIONS (VERIFY EXACT •-i::. . .. - - • . ...„it' K. ,,_..AE3\ToBrAr:c1-11(.1175T....2011F141-1E00AvK:. • 1 I LIN.I.le-F TR-1 ABOVE ' 4it \- i 1 , 4 4. i , ,92. 1C4 CZ 3/4" F.R.I. PLYNOOD . !imitation,the overall forrn,arrangement and composition of spaces,and . LOCATIONS OF FASTENERS NIT14 VENDORS f:".',; s, III :: C ofr , - I ;. ,. elements of the desigm Under such protection, unauthorized use of these BLOCKING IN NALL FOR „ . (7.1. ----- I 1-'4- b 1 . I 0 ",,, i P ''...„) - TPROUGH drawings and specifications may result in cessation of construction,building INSTALLATION 1NSTRUCTIONS----, ,,,,, \ . z z ATTACHMENT OF HOOKS. , .. ,, B3/L40C' KFiRNG.I'INPLIAIYANL°L.°FDOR, 4LL: DUTY I-100K, SCREIAI TO , , ' . seizure,and/or monetary liability r r \ ATTACHMENT OF 1400KS. ' _ ‘ ,„ p , -N,NG @ V-0" AFF. 24' C& P.C. ROOM ;::: `.',,, ,,.:. .. . . ii..- IT HALL NT- SUPPLIED . \--BOBR1CK te-211 1-IEAVY DUTY , 5/8" GYP. BOARD ON 3 5/8" , . ,,;.. 1I: t4- A • FASTENER.S. , , /I 1 '. i I . ',. .!.. t,.) i-400K X4. SCREW TO NALL VI/ METAL FRAMING @ 16" 0.C. ---1 j i FITTING GYP BD CEILING SALES ,.... , II: _N... ,f, ir •' ,,.. P-5 60 i , , FI-TTING ALES , 4 7 :a-I"-, 1,ii = , ..qr ---) ',.. 111 I , i..v ....4,, .' !II -, 0, ,:. 11!1-• . i or= 4 sUPPLIED FASTENERS. ELEVATION VIEW .. 111-3. Iii, 4. . 4 : .. .• ' ABOVE @ 8'-0" AFF. SEE SHEET A30,07 AREA -, ARLOCOOVNIE I , co • Of 1,., .,',i: \ 72,To BLoEct-KEI NVGAINTIOANLLVFI0ERW r '• ‘,■ , - '. ' • . .....:........ ..•. ... .• ....- .:....::..:. .- :::::.:::.::..::. -.. :::.:.::.:•:.:.:••:::..:- ... ....777 H.. ::, ' r- ROOM • , ,.. - ,,,....,:::::i in-.4. ' Ili- 6"METAL FRAMING SISTERED p_1 i I El ,... ,..:.......•.:...... ,Li....112. FASTENERS.TyRL.EicN,Al-1(1E0 0/RI iK5u.p p i.1ED TO NALL STUDS f\I__COVE I ' AREA ::: 1 1 _ f.;:,, ili ,!!I 3/4" F.R.T. PLYWOOD 3/4" F.R.T. PLYHOOD I 3/4 M.D.F. TRIM ....... 0 BLOCKING IN HALL FOR .. PROVIDED AND 1 LL -1- .......::::' IL .::.21..., „ , (1) (e . ' . .,.. . fif -;r ATTA_CHMENT OF HOOKS. b '...: iil, . ii" ': :. 5/8" TYPE "X" GYP BD 11 \°°SETATLRLEIMD SUPPLIED PG1...CI E.D ATTACHMENT OF HOOKS. • .."." 7 II -,.._.1 ,. LINE OF HALL BEYOND INSTALLED BY G.G. 1 Hill"' BOBRICK it5-211 14EAVY " * 1/ /1 1I I PAINT P-1. -4 i III .s.. -c., ..„4, . 1, BOBRICK #8-211 ., I, 1- ABOVE SALES AREA (SEE PLAN) AIXN6D Zei iii ‘ :;:l .i, -.,.., .. • . HEAVY DUTY 1400K ,. X4. SCREIAI TO WALL : I E iN I:0 . DUTY HOOK (x4). SCREW i 1... CABINET TO CONTINUE 7-4- _ _ 1.:: Nc- BOBRICK #B-211 14EAVY 8 8 y : 11 .. ,. TO WALL WITH SUPPLIED TO DECK ABOVE. 1 -.77q- I -.. WITH ' 1 FINISH q- =--4. ',:: WITH SUPPLIED DUTY HOOK X4. SCREW TO (x oc - . . . FASTENERS. 5/8" GYP. BOARD ON 3 5/8" 5/80 TypE "X" Gyp5c, , ...... ..-..-41 . ,..,-.,.,. \ FASTENERS, TYPICAL :: Ill 5/8" TYPE "X" GYPSUM , , 1 : , -._ WALL IAI/ SUPPLIED z z METAL FRAMING @ 16" 0.C. .,. c0 ("0 .„, ::?., OF (3) Ili FASTENERS. TYP OF (s). f r BOARD OVER 3 5/8" 1 11 0 0- 0 /, ;i,,, .!::' :,,-. iito ..C. III ,, , II METAL STUDS @ 16" 0.C. .±f P .V. t.i..) ..., li 1 5/8" TYPE "X" GYPSUM Q 6 1.- . 5/6" TYPE GYPSUM BOARD OVER 3 5/8" GAMER 3-5/8" x 20ga i 5/8" TYPE "X" YP BD .,....-: BOARD OVER 3 5/811 tr) = ' 44 1 I.',„ 1,..,:‘, 1'. 5/8" TYPE "X" GYPSUM BOARD OVER 3 5/8" METAL STUDS @ 16" 0.C. - . it_ LI_ SECTION VIEW METAL STUDS @ 16" 0.C. 1 ':. METAL STUDS sr TENANT GC. SEE , .i. ., 5/8" TYPE "X" GYP , .. ,. ,. OVER 3-5/8" x iga METAL STUDS @ 16" O.C. ii.: u.; PLAN VIEW ELEVATIONS FOR ,y , )1301:19R0DMOEVTEARL 11(ire,),,,, METAL STUDS B TENANT :', BY TENANT G.C. SEE GC. SEE ELEVATIO • FOR FINISH. NEW WOOD BASE O FINISH. ,; ,...; DETAIL A/A101 TIP. FITTING 1 I .,.., in'kr ROOMS Cf?_D z, ..:. . LINE OF FINISHED FLOOR PLAN VIEW SECTION VIEW .., II ., , . SCALE SCALE SCALE A., SCALE SCALE HANDICAP FITTING ROOM BENCH 1 1/2”:1,-0,, 2 HORIZONTAL HOOK DETAIL 1/2"=t-0" 3 VERTICAL HOOK DETAIL 1/2 -0" 4- COVE DETAIL 1 1/2"=t-o" 5 FITTING ROOM PASS-THROUGH DETAIL i"...r_o" 6 , , , 61-0" 51_611 11-0 1/2" CUSTOM CLEAR MIRROR BY /(/ /)/ / / RECESSED WALL EXIT TENANT G.C. W/ CABINET BY -.4 7/8" 4 7/8"---/ SIGN 6" ABOVE TOP OF FIXTURE MANUFACTURER. Ir. -ti.- DOOR FRAME- (TYP. EACH FITTING ROOM).- ■ TENANT SUPPLIED METAL iti4,, 00,„„ ,,, _4r.,sTiExtN7IANGTRA5pU:PoL.IED ' COAT 1-100KS SCREWED TO EMPLOYEE'S 5 c) (1) \ \ ._) DOOR FACE IN CENTER, ONLY SIGN ir ABO D-1 P-5 A501 P-5 44110 Z '1/4c. FLANGE 1" DOWN FROM TOP i..i= EQ. . 0 ■ )4. cat‘ - ,.,. ° \ \ _N--- \ ( 1 ■ 7r 0 --i -i 1 , 1..r., 1'13 -C.•1 '61 k \ \ / --isc , ,........ ■ ILI _ a, J..--\----- / I _,96. will , II 1 ..,,--- i c , • CUSTOM CLEAR CUSTOM CLEAR 4:" _/ .P' „r, ,,, 6A co 0 -6 1 A501 •60* CUSTOM MIRROR. 1.11 (...,. , ... ..\ \ ear amonsili ,. 6 MIRROR SECTION MIRROR SECTION ., roam,/ CABINET BY , BY TENANT G.C. i TENANT MIRROR BY G.C. \ . . =0 • =0 0 =6, ' b =? cFlAxpriuNREET BY ,.. . ... .. _ ■.._ .../ Ct -■-•CUSTOM MIRROR. 1 b , _...„__CABINET BY t '5"- I t UJ TR-5<f TR-1 , c TR-1 TR-1 , - FIXTURE --co i--- 1"- MANUFACTURER 0- T [d 1 14TriTOEENTAlisficSoRUAFPTEAPI;i1DEI IN , CABINET 5Y TENANT ©6 co 1 0./4 .___ MANUFACTURER / < ....1 (I) , =cr ___ MIRROR BY G.C. 1 COAT HOOK to , .. o `. crir , 1 SALES t cn @ +60" A.F.F. . , -.*---(6) 'G' LIGHT (6) 1GI LIGHT . ,,, • : 76.1 _____.s,c , 1 FIXTURES BEI-11ND .'Q EQ. To AREA 7 4 / `,- ' - - 14 i . 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CUSTOM CLEAR , BY TENANT G.C. m a MIRROR SECTION „,,,„,, 1 BY TENANT G.C. --4- =o =6 b 1? ,...__ CABINET BY =o =o CUSTOM CLEAR MIRROR BY / NN(1-0_, ?-<-•:) --tz> 3 HOOKS @ +60" TENANT SUPPLIED ... CABINET BY 7';' -4- ,, ,' 1 I I I I-- 15 --o- ? FIXTURE -6- TENANT G.G. IAI/ CABINET BY 1 1 -6- - LI I _ FIXTURE i- -.,,' TR-1 -f... MANUFACTURER •...- ;I- 3 MANUFACTURER ,,,„ .;:s. r FIXTURE MANUFACTURER. - HOOKS SCREWED =o „ (TYP. EACH FITTING ROOM). /a.- -,--,-0- = ----- = , (6) 1G1 LIGHT (.0 TO DOOR FACE IN I A501 . m .-I-, , .-L-, r \ CENTER, FLANGE 1" In ... (6) IG1 LIGHT . ' FIXTURES BEHIND Zj ,__ --) DOWN FROM TOP _ I FIXTURES BEHIND MIRROR -:'.$) ,,,, \ MIRROR -:o 0.- = Hi c ..,..i --Nc-"' 'IL Ns.) \ \ N' \ \J \ \ \- \ \ \ 0 0 _ - -DOOR BUMPER 0., ccj 6" 4 = 7=-. = it/ D 8 B 7- n 1(E\--3-)-1 1 --3-)-1 ,,--7 8-1 0 =o A co d w 1 t '-1- Tii fj 61) = = = = - 8A ELEVATION ELEVATION c4 ELEVATION ELEVATION .5- 16 co 8B 8D ____ . LIJ F.i r= 1-- Lir -6-6- •60* W LLI 0 5 1 Lu CI Ce 0 W i r------1 ri-, r --. 1- 0 z > 0 a g v.. CC 1 V .....\ \ \ . z 1-- 0 ..., .1 0 sq- O lo t- sv . Si B ____ .)- - - - 1 _ 68 A 9 C .0 • , _ 31_311 0_ 4,/ SCALE •600 8 D 3 a ft, , _ TYPICAL FIT I ' , G Rik' INI INTE 104' ELEVAT ' : S 1/4" 1' 0" . ,-- --......s...,,, ,,,, L 1 . = .101"IYAIt. = ..t:■14 •.14h.:1-■ii•;:4%'ZX . 1.111.:V ■.4 ,70.,,.;,:"..,!.rep:lib/t., CY .511 v4Fi". - ` `,.%??.."' '', WOOD FITTING ROOM SEAT 1 1 -.$) :!...7:,.,•!...:..,....,-6-,-...:-,.?.....,,L,i, CUSTOM MIRROR. to ,,-..,-=,., LEDGE. FURNISHED BY PAC TENANT SUPPLIED -7,-,,I.: q-.'7,7i,2 CABINET BY TENANT 4:.47--let-4.F:,v,,,..V.?... SUN INSTALLED BY G.C. "DO NOT STEAL" SIGNAGE TO ,i, MIRROR BY G.C. *-- fee - ;t ,,,.?:i..,'/•::),4,1,.=.1 - -Wra,-...A., b BE MOUNTED ON INSIDE q, ill., t!"•: k,L-,if.p. ;ZI.'isli I 3 1400KS @ +48" 5 1 (i,3,:: .:44, ...'i:tirn. F.,-,: ---i- A.F.F. (TYP.) = = = 11 OF FITTING ROOM DOORS; 1" F.... \-5 A5?) (4:1 C- .0,"'P..,,trie,?::,,iz.;+.,it-0 - DOWN FROM TOP CENTERED a.i.:,:, ....:,.. P-5 P-5 .:7:7; 7.1,‘7,.44,0 2 00 II ON F.R. SIDES OF DOOR ABBOT STUDIOS 19.4 Nt.,,,,, ‘,1" ,',..... IN'i 2 \ . \ \ c -, A50 II 7 ..,.4.4.....,,,,„„t... ....,,,.:..,,....; \ ...." 1 =,..c.. 7,1 .....N ARCHITECTS + PLANNERS + .........10 A____ ____\ /16o 1 Tio N1/4- 'k --"\ DESIGNERS, LLC --1---, .---L, ----, I "-- .3 'N IN i 1 1 \ T,, 111,1/ ,s. CUSTOM CLEAR ? ._, ■' 3 TENANT SUPPLIED , r J - _ , J I; mIRROR SECTION IIII CUSTOM CLEAR .,-**". 1-100KS @ 48" A.F.F. 130 E. CHESTNUT ST., SUITE 302 ra ' td...' _________T:P....;........_....._.....1, __ 7. ___--,e- COLUMBUS, OHIO 43215 MIRROR SECTION C-PLI) I I BY TENANT G.C. -...Q_ , , - BY TENANT G.C. b CABINET BY -1 , , '1 = - p?1 , , 614461.-0101 FAX:(614)461-1107 , , i'-4" i'--4" 3i-15 1/2" 611 f !/*".-R-2'1A1 - (....ABINcT BY c? c? s,. , CUSTOM CLEAR MIRROR BY / / 1 (.1), c.) 1 FIXTURE '.1 , . , ?te,....71,_____11-0" -5 1/7" .,. HANDICAP 70- / / / A , _.1 t 0- 0- 1 1 i,... MANUFACTURER- ---- ' '71 f A---, -711 ---14---- -- --74-1 --"\ 7(4' I C----4 7/8" 1'-0 I/2"-J FITTING I -7-- : FIXTURE 1---- co TENANT G.C. IAI/ CABINET BY , / / i' \ , ARCHiTECTURE ROOM BENCH '----1 BENCH HEIGHT T.01 1=1 . MANUFACTURER FiXTURE MANUFACTIJRER, 1 / /7 // ; i (CIO 'G' LIGHT \ ..,------, , -r- ,-'0,-- (1) , /).-----\ ---4-- , (TYP. E.AC H FITTING ROOM), -1---t--N-- // / ' c., I , i i mIRROR ------ ' t ,ABOy i/ / FIXTURES- BEHIND / 3 \ ,-----R1-100AN:ICBAEPNCH --•:,,,,t-i'' :',' 6 . ____.] (F6IX)TURIELSIGBPETHIND __i_1//// - 1--- (.) r--=_,./--' ,‘ FITTING ,,,r\.c0KED AR ",...._._., ......--, i,.. . . . --- 1 --- ---- --- ----- --N-• 1/4-c) NI,T tif M i RROR ,so . _ .1/4,Q - T.-St 8 .... - . --I i.m' .-----___ N,,c) si --- CL\ Ns7L------ ------- ) ,4+,,,,,,•.J CtiSi- 1 1 = 1 M1111111111111 1101•11111111111111111111 ---\ 4s% NI.. - -- \ \ \ )% \ \ \ \ t)„..) OTV-.' -"c-i WILLIAM EDW,Ap 143i 1 , 0 tZ ' 2 65/ \-D /.-is , r i 1\l, 5-1 (5-D 5-1 0.71-D 1 : ii , i I , 1 , , A501 \40 .. , , i / . , , i„,s vi4i _ilk f ' 0 ELEVATION 9B ELEVATION 0 ELEVATION • ELEVATION , , '--/ OF O $ (g -L3-0 „,.. .„ , bAtez, SWEET= XX/XX/2009 SCALE; AS NOTE 1 , SY; - • sc,ALE ,e, , SCALE , f 1 ■ i 'I ,,- , - . , r i , PRor 1400 AS , 40090201212 it . . , , .. E ' itA '''' l' - ' ' D FIT l '' G 1"` • • 1 - ,'' 111 ,4 ' ‘ , „ 1, .. ti , , • i ,, . , _ smannin 1 - . , , „ ,_ ,, , • ,. , , , ANDICAll FITTV 11G , , ,LeM 1 ,' , ERIOR L A is S ,, , , „ ,„ 4 OP10,.. . OP , t '. , 1 w<....10)::' , 31-0" 41-V ie , , .,, 1 i . , ___ ___ 1 50 c 1-1- ---1-s- -,-, --- ., . . .'5 --f- N /0 0 ' -to I --- N r.r 1 , 1 — ---7 1 , ': COPYRIGHT NOTICE: .,; 1 1 , [ I 91 x ==111 , -iNt / -,.. , These drawings and specifications are copyrighted ow<and suimbject towcopyright All. 1 ll , : mu 1 / 'N. 1 rial___ 1 11 protection as an"architectural work"under sec.102 of the copyright act,1/ ti.S.C.As amended January 2003. The protection includes,without z' \ N\\ . , , ,, .,/ , limitation,the overall forrn,arrangement and composition of spaces,and , N---- ------ -c-- , , , . elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building , seizure,and/or monetary liability, - .. 1-1.C. ACCESSIBLE \ CASHWRAP STATION"' . /0----- •ti 3 lt... . "...o 7,T, 2 -t- I '50 CUSTOM CASPIAIRAP FIXTURE BY (SEE A100) Ty --zr' '.. A-50 r EMPLOYEE SIDE OF CUSTOM - EMPLOYEE SIDE OF CUSTOM FIXTURE MANUFACTURER; SI-40IAIN y NV" i BACK1A1RAP FIXTURE BY CASHWRAP FIXTURE BY DASHED - WORD. W/ ELECTRICAL FIXTURE MANUFACTURER. t FIXTURE MANUFACTURER. DRAWINGS . . _ . III-10" a1 A T.../ CUSTOM BACK WRAP UNIT BY FIXTURE f f MANUFACTURER, • •---s"c , ....._..\. III _____________________ • • ,. • , 4., ,,,,__ A • • •I ■ , _ _ ............ _ ......._ _ ......._ _ a it oR ' ‘ ---- t liz.w., It V ,- - - — -- .4 ,=== 11111111 111111111 =I -, 4 ili17.3. ='.."."".."...''''.: = 1, '' I— . * 1=== === IVY .k 70001 MN IOU . . === = 11 • . I asu I 1■1\ • ki CO MI 11111111 , , T se sei a a si si ="4' mo 7- .-01:- ' 111"1111"111 - 1 I — cr) mm -- . V a a m I 14 — I r 10 === 11 6 === 1 I _ I i • . -:rn A . • . • , . === === , === , u I. II 17 ' 17 n _ i r — • ............................ \ =.111r \ dk 01-01I A.F.F. -. • ' - - ' • \ I 1-1 FINISH FLOOR ACCESSIBLE CASI-1WRAP STATION MAXIMUM SIDE REAC1-1 21-3 1/2" 71_311 21-3 1/2" OVER OBSTRUCTIONS / / / / CASHWilli ALI la LAN SCALE 1/20" 1 BACKWRAP ELEVATION SCALE 1/2"=t-O" 2 CASHWRAP ELEVATICY SCALE 1/2 -0" 3 CASHWRAP SECTION SCALE 1/2":1'-0" Al , , . . . , r r4 1/ \ ,, LI ra * < cin 0 r i 6" METAL STUDS @ 24" O.C. ..- .„ tit-, \ D 0 , \ 1 . \\ \ a z — // /7 .06 A BO GYP. BOARD SOFFb °frel • FLUORESCENT LIGHT ABOVE ..---'-- --'.'. •_-___--.4 ' 16" O.C. MAX. ANCHOR TO TOP C31-150/3RD" METAL STUD LSLTSUTDRBURCIAUCREE° (4) )410 TEK SCREWS I ;'. ; ' .1____ . ,- -2/.., 1-VV 4. IT Ji.,_, - - ‘ \\\\\, \\\ \\\\ 5 A 50 CDC13 Ca9 > IC/30Z CD aml .1 0 BEYOND - PAINT P-4 — .. N • ,',, ---°- \ I rit W CEILING (14'-0" A.F.F.) ,; / TEE BAR CEILING WITH ACRYLIC PANELS TEE BAR CEILING WITH ACRYLIC ,.. / (SUPPLED BY OIAINER, c!) PANELS (SUPPLED BY OWNER, ,,, HORIZONTAL SIDENALL INSTALLED BY G.C.) \ +\ ; ( 0... 0 INSTALLED BY G.C.) COORDINATE 5/8" TYPE IX' G.W.B. EA. SIDE (+ SPRINKLER HEAD - SEE COORDINATE + +) • 50 - \ ± 1 • -- It ir.. < w INSTALLATION WITH PAC SUN OF 6" METAL STUDS TO MEET -; I -F DETAIL 12/A503 INSTALLATION WITH / \ 1 DESIGNER A ONE HOUR FIRE RATING '! k PAC SUN DESIGNER- \I ' 12 Z a 11111.- PER UL#U465 . i ------- k .; . •50 LI ft 1::: 1,111104. I momil IIIIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIIIIII FA i ;'. .12'-0" A.F.F. (GYP BD. CEIL) • ,.},{5,,,, , • :i I r I ---\----s. __----- ---,,,- --.. . BRK-1 BRICK ON 7/16" PP."' 1■1111111 0. 6" MTL. STUD P,'- ,, Al I 1 * ^ 1 0 Cgo Cri \' ' .._ ..k --4 CEMENT BOARD ON 6" 111 PP/I. - 9 i FRAMING AT ___/"----- -------„,_ .n /, MIIIIIIIN Gt, ..ffollisl ; ., co METAL FRAMING , I :\ 1 (19) < '4° L 1 Z ■-_,--,----- ----7___ 2 P -11101PPIMIIIIIIIIIIIIIIIII 1 ri..,„,„...,. , , ,. i__ - _ _------ --_-_->:_y 0 111-2 1/4" A.F.F. L _,.._,..-,.-, A I < am 0 (1) < , _ ■.A.:,.,:s., ..,....-": ,\• 0 151 1.-02 11•/4 E4 Al 1 DAE;.F. \ ------...._ ■ir ,,,. B.O. HEADER I ils, IF ....2 - 1 - r Eli •:Iv .41k14 • 1X12 CEDAR CUT TO SIZE '■ 1 (i) Ewa 0 0... 'II` ,7 (SMOOTI-I SIDE OUT) co P 1 1111L-111111 r PROVIDED AND INSTALLED iiiM1111 1X12 CEDAR CUT TO SIZE (SMOOTH) MI I --.1 I ____,,,,c_ 1X12 CEDAR CUT TO SIZE 11111 II ■ i 4 BY G.C. PAINT P-1 0.......■ 1 1 1 k k Ik SIDE OUT) PROVIDED AND A ------- ■----- ___---■.______-------T,__________..---- ------,..______.------- ----------------__ -••• --------____--------- (SMOOTH SIDE OUT) i ,.. • 101-1 1/8" A.F.F. •Zo ■A., INSTALLED BY G.C. PAINT P-1 MIMI ---- . ------ PROVIDED AND INSTALLED I I,. 1 1 r B.O. CEILING ■ ..----- -- ----- ---,-, ---,_.__ BY G.C. PAINTOLD ' 1, '4 9 k k k 0111111111.1111111 MI I -.,_ .4 .. --■.„ _, -,,,,:: _"'■. -- -..±.- --- -- -■.., "---*--,. • ,- - 1.-- A clI-7 7/8" A.F.F. ■...%110g1111111 1.11 di 611-7 7/8" I ... -411/110- --411/0■ - 11111/000■ < 11,. , IF B.O. BEAM '1•/ B.O. 1-1EADER Ell II_ 11111 IIIIIIIIII 0 1, .. 11111111111hilli_r_ I -.-. I. 0 I4 4 PREFABRICATED WOOD laiffillrallit MI IIILPIIr4 \ =co . Z 11 4 BEAM BY OWNER (DO I . ■ ' 4 NOT PAINT) .1111.1111 I II Fgll,_TLr_11.— l' Illl h win • ce •50 .1 4 PREFABRICATED WOOD BEAM -st- Wm . 11.41111111 1- MI I 4 i BY OWNER (DO NOT PAINT) CO :1. 11 MI 11111111111 Ell MI 7 MID 2 . A •. 4 Z ,. A 50 Mil 11111 I MIS -c-' 111 4 ' 4 MI 111111111111 MI 1E1 1 Z 111-5 1/8" 0 i immi Mil limm mai . .- , .1 TRACK LIGHT i F/3 ■-• ,I .4 ii U.15 ■ CABINET LID @ II all I I MN Mil al A I I 1.11j I Ct M . i '4 ` ,-10 1 I la I 11 III Ell I I cRuETCETS0SEBD,JA1A, L_L pSRT0AvNIDDAEDRD MI IM MI BY TENANT, INSTALLED BY EXISTING DEMISING WALL .111 1 EXISTING DEMISING WALL 1.11.—...---• TENANT G.C. Notom■moom z 0 h IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Mil ill I— I-j-I. >-• ,....1— > ce 0 1 i 4 IIIII' I 1.1.1 ite ir- 1.-- ui , . [ 4 1 CL (3 Z W I I 11111 I Ian Ell I uj LLI 0 5 5 Mil u j 0 ce ow 0 RECESSED WALL STANDARD I 14. -4 MI I 1 -,t- z > 5 --,,?-:: ce z }- * 0 PROVIDED BY OWNER, I I16, 4 CO m op azw8 ..... INSTALLED BY G.C. MI Il we, ill •11 NI 0 IN Ei) 0 .. .1z" .7.1_ I. * , -4 RECESSED WALL I .........m......... a D w 11.1E 0:1 1-. 0 IIIIF MENNEME IMENNEM A 50 -64 LU W , t STANDARD CUT TO 81-cl" i 8 , w 5 4 8 ---, m 1-: (.9 .....i cv 1, li 4 o - PROVIDED BY OWNER IlljIL_T_I_T_L_r , -4 i 1 _ '. 4 INSTALLED BY G.C. mi=1■==mii=1.1==or N1111111=111111111•=111111111111 MEM'," ,- BRICK ON 7/16" TILE "--co ..„ .111 BACKER OVER 3 5/8" I ..t, _____1 ` .4 i. lb . 1-- . MI METAL FRAMING 10-RK-3 it..-- -ts- co it' , 4 1 1 TI-11N BRICK ON 7/16" CEMENT Vigilril BOARD OVE- 3-5/8" METAL , I' 4 1 IIII , 1 -ob -6- FRAMING BRK ..- li t 1 I,, 711-- M ' 1 , $1111g11 al 11' ' ■ 6, Ilif ir 1 1 ,fki t 1/2 TYPE "X" GYP. BOARD 11111,..,' le , , P 14;,,,\__ 1/2" TYPE "X" GYP. Y 4 ON 3 5/8"x2Oga, M.S. 1/2" TYPE "X" GYP. BD. ON 0" 0, BOARD ON 3 5/8"x2Oga. I ' 1 FRAMING @ 16" O.C. - 3 5/8" x 20ga. METAL STUD M.S. FRAMING @ 16" D.C. ' 1 , , , Am, REAR WALL ONLY(PAINT al'' FRAMING @ 16" 0.C. - REAR - REAR WALL ONLY p 1 p-o mil Nomml musim=mime WALL ONLYQD_D rl -1 ABBOT STUDIOS Elm...................mt , r on ARCHITECTS + PLANNERS + __ . MI DESIGNERS, LLC i . ,,„.7 ,.. BRK-1 BRICK ON 7/16" allt'' , ' I Ji .1 , . ki -4 1. TILE BACKER OVER 3-5/8" ,•_ j_ 1, L j 130 E.CHESTNUT Tr. SUITE 302 •' 1 H- - _I--- —1F-1 ,4 / . / METAL FRAMING i 1 — L--- — —------=-7-- ' •, / / ____ / / / , , — -11[--- COLUMBUS, OHIO 43215 —I / / ___________J=________ 1 1 J , I 1 1 r 1[ , / , , 1- i r ! i , , 11 614461 0101 oFA.16s414)art461-1,107 /,/ , , , 1 1 ____L / /7 / — ' ---- F. 8.Ardit,-.T;41-F-. . _: --, -Th, / / 't iff - •:: 1_L :: 4,60i ' '4 / / ' L .. . ,..., „, ..„), ___,...___ _„,_J , ,,, ,,, „ / : 8-1 1A100D BASE; I f ' 1 , / , if ---11,— / ' / , , i ----- -------' ----Jr——7—' 1 I ARCHITECTURE 1 1 _ 11 t 1 1 1_ _Ji i[ 1 1 1 '‘, GRILLE TO CONCEAL AUDIO L.1„-i- liblift=i1 II 'ft. AL ei ....1 ,, / /„ GRILLE TO CONCEAL AUDIO i 1 1 ,L____ _1_, ' ill Ill! PAINTED P-1 ------------r----------T-------- - -T _=t------1---"---7-11 ' /////, --,-d. SPEAKER i'------4111-11: 'II "i- MellEali i i /////,- , 1 , SPEAKER---------------------------Hr -1, 1,1I H 7r--- , 1 ---- 1 ____L. JL. J / / / 1 I . wn.,„; Li liF p . 1 - / / , i- _-___, ' ' ,_______ _______ _______„. ---.L.'. `' --;:ILLI!DDVMARDAr3R41:<` '1% .q rii so** is,_..„ qwn—iirt..fr xsdh i , / /' 1 --°11-2:--- --ii ----- -- - //// : 1 f- T 1 --1' Pirofflitoirokra.,klyilmr.—! ..,4 / / :-___ , --- ---- ---- -r-npilig!...-h, VINE mr-NiLin lip i 11 ihHLIR:=9itiinE....=Naiiii4N-.P.9. 1 4 11111■ 1 , B-1 WOOD BASE SCRIBE TO ., LINE OF EXISTING i, --.01I6-:H=: iii116.-,:t-Iriitid , . - , , ofit....,=•Ne,, 4 al lielk-HiplOinfAiiggiii :=::,..--1. Ell IllhIM"Ijgll I' FLOOR CL., ..1) -__. F-1 Clc' CONCRETE SLAB IIII imilil....4.--.:'iiiRkm:=-559iiRmit-- A .......,"zifinik....:::=::,....ho...............to. . ...--.......,...............-...:: III V____.,r Amrd Mr IN■■11 ,,, ..., \ \ , 1 , Zo IIII 4. T 4 - ,s. . . I ,--__________._ ,$) .,..ie . , . COLA/6(k,oFtigs /- MI i iNiffel to I e II o,-0" I I 111111di rikoi_on x, 44,0, '1,------ rig- • 11-ITOP OF FINISHED FLOOR TOP OF FINISHED FLOOR TT.O. FINISHED FLOOR iminT ________•.....„ 1 -81/2 I ,......„;,(3 . 40-0 r 4 2 1/811 / .., ,,, ' ' 5 DATEs(P/' ' jj\j\'''''''' : . B-1 WOOD BASE 0.7-> LINE OF EXISTING CONCRETE SLAB -- 10 CONT, 20 GA. BOTTOM TRACK w/ CONT. 20 GA. BOTTOM TRACK w/ / XX/XX/2009 411...Tli DN OR DS SNOT PIN INTO / 11-CV DN OR DS S1-40T PIN INTO / . SCALE: SLAB AT 24" O.C. (I.C.B.O. #2388) / SLAB AT 24" O.C. (I.C.B4O. #2388) - AS NOTED A502 . W . [ s , f • ■y . [. . • • • ' . . . • P AS , ,. . . , . , II I 1.5 Ak,,, ,m, II f I . ..4 '1,1 S i ' CP " ' 1 0 CAS ' i. ' ' M WALL SCALE . , , 5 Si CTIOi ,r' L.,"a-) CASHROOM WALL i".1,-0" . SCALE , . , , . _. . . ,•, ,- , , ,, , • 1 .. .„ 1 -,.. ' . ,o, ELEVATION OF CAS , R NI WALL i".1,-0" - SCALE 7 ,t:. k . . 11 . ' 1":1° 0 PROJECT Nco 40090201212 . . . . . . . i.,. 0, '.■ * '' VVV .,, 4 I V ::i '.*'(' ■ '' t ,. V. ..; .' —nj\-- --'-'— COPYRIGHT NOTICE: - DOUBLE STUD POST 1AIITI-I TRACK .b)), .', , — .,-.- These drawings and specifications are copyrighted and subject to copyright SEGMENT ON TOP (PREFABRICATED /7 ( _6' , , ,• protection as an"architedural work'under sec.102 of the copyright ad,17 _..,-,— LINE OF HEADER ABOVE BEAM SHALL REST ON POSTS). u.S C.As amended January 2003. The protection includes,without ,„i'''''' ''' - 1 REFER TO DETAIL 4/A700 BO ‘-',-1,602 , ‘,I , ,, limitation,the overall form,arrangement and composition of spaces,and ,,, .-77/ elements of the design. Under such protection, unauthorized use of these i' , - '''''''' 13' 5/6" drawings and specifications may result in cessation of construction,building ,..,,/' , ..._____________ _______ ...-- seizure,and/or monetary liability. ,- ---' 10i-8 3/8' ''' ,-7- - --- -- ... . (;.- 10, > --------77:: ,4-11—(6:11 ,...,...„.:51... ..,....... _ ......\._ _PIR_EF7R_ICA:ED WOOD BEAM ABOVE BY 01AINER (DO NOT PAINT) ----i , DOUBLE STUD POST IAIITI-I TRACK SEG11ENT ON TOP. • • • • REFER TO DETAIL 4/A700 - r.....,...... ' ..........7 .....1 41 , , ____ __ _ __ __ _____ __ ____ ____ ___ ____ ____ ____ ____ __ _ __ .._.. ...... • ,.‘,...t . J ,•,,\Y',.',A ........ ....... ......... r A I I ! ille f: _ .... 0 r , # :', V 0 M 1 4 "1"1 IM Milli 0.,, I ; ,i ,,,N4 4' Nk :•s S •; S \ 1/2" TYPE "X" GYP. BOARD ON 3 5/8"x2Oga. m.s. FRAMING @ 16" 0.C. - REAR WALL ONLY(PAINT P-1) — I; - ; g '1 il ',4 0 ,d \' \ % ii 1/2" TH1NBRICK - THINSET 1 s \ i. 4 1,01:,:''',•' ,::• , s ;I- RECESSED WALL STANDARD 101-3" LONG - CUT TO 0,' OVER (1) LAYER I/2" CEMENT s • • , #. ,' , 81-G1" - PROVIDED BY TENANT, INSTALLED BY e o BOARD (OR SIMILAR s ••s #• :s .i.\1 so, / s TENANT G.C. 5 PAPERLESS GYP. BOARD TILE s #• #, BACKER) OVER METAL STUD k, ; A 1 00 .50 i ', . # • $ ■ ■ , /. FRAMING. B-1 WOOD BASE; PAINTED P-1— 0‘ 4 41 QS U4 \ ■' k \ ? ' S •; , :.N. II 1111M=11111111 mcndireavirsdar 41111111116* $ y,V . V # : ,.-.0 , # 10 e NIIIIIIIMIIIIIIIMIIIIIIIIIMI0',IIIIEM 1" 1411 1 1X12 CEDAR CUT TO FIT DIMENSIONS IN DETAIL 12/A503 (SMOOTH SIDE OUT) PROVIDED AND I I INSTALLED BY G.C. (PAINT P-1) OVER 5/8" EQ. 21-0" 21-0" 2'-o" 2'-0" 21-0" Q V . TYPE "X" GYP. BOARD ON 6"x2Oga. METAL STUD FRAMING @ 16" O.C. , V TRIM CARPENTER SHALL CUT ENDS AS SI-40WN TO CREATE FAUX SCARF JOINT. BUTT AND PASS JOINTS AT BOTTOM SHALL BE SMOOTH . AND TIGHT. NOT USED SCALE 1"--1"-0" 1 SCARF JOINT DETAIL SCALE 1"=1"-0" 2 ACCESSORY CABINET DETAIL A SCALE ■ \I\---1 w EXISTING DEMISING PARTITION s@TBUDEAM TO Ct FSUIMLPL51-1°ENIGLIT0 5/8" TYPE 'X' GYP BOARD N --1----- / 11- ) 5/8" / C...9 PREFABRICATED WOOD BEAM BY OWNER (DO NOT i,.... 5/81 _____ Ili PAINT) DOUBLE STUD POST WITH ' /\/ /f/ 1 ____.... TRACK SEGMENT ON TOP, .- I ---4-- 7r ,/ / k 1 i 1 ' REFER TO DETAIL 4/A700 e I 1/2" TI-IINBRICK ON 1/4" SCRATCH COAT . -r61 / &.' 1 / I je \ PREFABRICATED WOOD 7f° VV AND 1/4" BOND COAT MORTAR, ON (I) i .4 3-'5/8" X 2090 METAL STUDS (BEYOND) . ... / \ill ; BEAM ABOVE BY OWNER (fl LAYER 7/16" CEMENT BOARD OVER N I b.4 " METAL STUD FRAMING; . : ' / 1 ----___. (DO NOT PAINT) En 0 <•s . I LINE OF HEADER ABOVE .4 '104 / '..; C ==>_.....____ ,.. .z.....„ .............„ SECURE BEAM TO METAL , cs:) LIJ 1--- 4 1 ..4 — ' - STUD WITH (3) I 1/2" 1 3-5/8" X 20ga METAL STUDS --..., ,,-, i I ■-________. IAIOOD SCREWS EACH END :0 -----______, ..,,■ •Fall i 9 ----... -----,_____________ lc- viamis Ar Are. or ' I . .0 (1) LAYER 1/2" CEMENT BD. (OR :1 . ,,,Ri I/211 TI-IINBRICK ON 1/4" SCRATCI-I COAT : ,S 4 TiD 0 (:::) w , SIMILAR PAPERLESS GYP. BD. ;''' ;PRO ■ AND I/411 BOND COAT MORTAR, — a — Et . --- .__.____,__, , TILE BACKER). ,, . LAYER 7/16" CEMENT BOARD OVER , : % o . . METAL. STUD FRAMING. 4 _ _ _ _ _ _ i 11111 1111111111111, t i - . 1/2" THINBRICK ON 1/4" ro, 00,' SCRATCH COAT AND 1/4" s C9 , •■ i , i '`• 4 3-5/8" X 20ga METAL STUDS •:■ 3-6/8" X 20ga METAL STUDS a --- , 1 1 —L.....7:J, — ...._d 1 ., P BOND COAT MORTAR, ON II% : ' 1 ; . (1) LAYER 7/16" CEMENT 0 r V' V-4, ■ l' l' -1' V 41" •■ 4 t.:■?.:41 r Illair II 4/ 1, 1 /01 .1 BOARD OVER METAL STUD TENANT G.C. SHALL PROVIDE q L 14' 4 1/2" PLYWOOD SIMPSON S/H2.5 (BACKSIDE ONLY) /01 FRAMING/. LLI 0 AND INSTALL SOUND !1000.PAN.AigrA, 4. .. ... .... .... ... .... ,... .... ... ., ltb,..., A 4 0 11 174 4 II ' Fr . -..olggIMIIIII #0: 40,1 i 11•1111/11111111 r et ATTENUATION BATT INSULATION : IIPR1.41111 i "NMI TENANT G.C. SHALL PROVIDE --;r ' :0 AUDIO SPEAKER Tr') 01 s oam,i rr'. 4 r AND INSTALL. SOUND i 0 WITHIN PILASTER 1 ee 11 1 0 Ct ct IN STUD CAVITIES . ow .0 i ;;;■ r' 4 ATTENUATION BATT INSULATION 1 i -;t- . .,- .'`.' A 0 /0, /0 SPEAKER GRILLE cif) < if Hi s 4, a 4 \ _ IN STUD CAVITIES 4 \ — :, /ip p 1/2" FIRE TREATED PLYWOOD . c, o. ,i i■ u 8 00 ...9 SPEAKER GRILLE .9 ,-• . ■ 4:■ 'rl, 4 i DOUBLE STUD POST WITH /0 AUDIO SPEAKER PLATFORM 1.8 •<( a (9 (/),...„( AUDIO SPEAKER 41P14 -' i..-• ■ -:— 4 — '' d TRACK SEGMENT ON TOP A 1 00 001 00k 0 411■111! i AUDIO SPEAKER % Iii ,: )' rill 6 dgit . d --. . ,,,--4, i k■ ' ,.., 3-5/8" X 20ga METAL STUDS 4.•• 4:Z 4 A 5° FP T -1 - ■ 0.. 40 i 3-5/8" X 20ga METAL STUDS . / "41 I (/) I- , .. .,,. ,*...... A ,,, I :, 0 (r) 3-5/8" X 20ga BOTTOM TRACK ,:"8-14.■•:,. . 1111111141 11 '-4.Ab ..41fr • ie A. A. A. A. .41. .111. .11. A. A A. i. 4 7.4. m 3-5/8" X 20ga BOTTOM TRACK : 1 1 ! i , -;,- -. m .::. :,.,. A 40 L , . # . g ' g 1111 .1.-- iii A. A. A. A. A. . .1 , <^ ,,,. • , , . I- , •V • VVVV'5 "\'' Li\ r 1/2" TI-IINBRICK ON 1/4" Or 7 valrily , SCRATCH COAT AND I/4" A ink.„..2& w .;.:4 A BOND COAT OF MORTAR ON uj< *!'-.- 17-7, ,,,c)°,1-1-ctC21:! °2 1— '../1 r (1) LAYER 7/16" CEMENT BOARD OVER METAL STUD FRAMING. 1 1111‘4 1114 0 rn Z Ce W M 2 55o n z z . • 0 AUDIO SPEAKER DETAIL SCALE 1":1"-0" 5 AUDIO SPEAKER SECTION SCALE 1":1"-0" 6 WOOD BEAM CONNECTION DETAIL SCALE 3":71"-0" 7 ACCESSORY CABINET PILASTER DETAIL SCALE 1 1/2"-.1"-0" 8 c—r) > w ce 0_ 0 . . w w 0 5 VV . u j 0 cc o w 0 z > (-N — __ ...- 1._ 1 BLOCKING AS REQUIRED. PAINT TO MATCI-1 CEILING GRID . . /\./ > cr rai-- 0 ..o u., ......... 1/2" TI-IINBRICK ON 1/4" 0. Ce 0 Cel i-: 6 —j SCRATCH COAT AND 1/4" 50ND COAT MORTAR, ON (1) A . • NEW LAY-IN SKYLIGHT SYSTEM. . REFER TO A300 FOR FURTHER <> „VV 5/8" TYPE "X" GYP. BOARD ON • LAYER 7/16" CEMENT BOARD re ' INFORMATION . 'g'it's •c , ..., OVER 6" METAL STUD 611x209a. METAL STUD FRAMING ., ,•,$r FRAMING. • @ 16" O.C. P...1 At:* A A .- - 1X12 CEDAR CUT .,,,,• II, jiff IA (smooml SIDE 1:Fr7—\\EDINTOINUSPTT! BY CC AND Ai LLED . . ---‘. :\s r :2,14 Int,O, ,,,,rie,7,,,,, ,t,04:•!:,,,, . ,---._,. .s.: . L . • A . , \ . ----------_______,....,\. ' '4%1 11 -11 111' ',Iyiri, SECURE 3 5/8" TRACK '.,t, WOOD BLOCKING AS REQUIRED SPAN CEILING FRAMING to ABBOT STUDIOS N ' . .._.... . . .s.v____ 6.1141. .— ARCHITECTS + PLANNERS + .4, . k , .. . ,., . . , . k-,1 , -:. ., . . . . . . . " • 1/2" THINERICK ON 1/4" o g* m DESIGNERS, LLC -,.. . , SCRATCH COAT AND 1/4" NEW TRACK LIGHT. %. 7 v._ BOND COAT MORTAR, ON ....k. 130 E.CHESTNUT ST., SUITE 302 —1-10RIZONTAL SIDEIAIALL SPRINKLER 43 — REFER TO RCP — - \ ----------___ --,, . _.---, ',„ .\ \\\,1 I (I) LAYER 7/16" CEMENT ._____ __________________ \1 I COLUMBUS, OHIO 43215 i ---,:\ \ \ ' ! II BOARD OVER METAL. STUD -1 N I \ HEAD @ 10'-0" O.C. MAX, NO \ "\ CLOSER THAN 4" TO ENDHALL , 614-461-0101 FAX:(614)461-1107 N I FRAMING. . I I'\\ 1-------------------- \\ \ \ 1 `2.M.\\_:L. .:",... \\\ ,„,,,,\ ......,:: 1 L_______,T.___I _IF______ ____.... _______________ J .,2 1 ,\SI " — \\I . AND 4"-6" FROM CEILING 0F 0:C3c3 , ,,,,. \I .- ______/ ...... _ ,,, . , .,_..,_,.._,,,..,......,..,,,_,_.__,,,.,..\\.„..\.t,,,,, , , \ ,,,,, 1 1 ., 1 PREFAE3RICATED lAt001..) BEAM ,... --\\, NN \-, N, ,/,./i :::'` '• ', - ' \ _IL _i_,... __, 2,2t.„:,„\\ \--....,j-,:: :„.\\,\ --,,:_---.>,„:\ ,„,21:, 0 ARC H 1 I ECT LIRE BY OIAINER (DO NOT F'AINI„) ---- :,-,.'\ - \ '--,\ \- \'' `)''Yf -sc.., ---t -_V VV.VV.VVVV .VV.,--- ia - 1 --,\,\I--,\ , \r--- N„ , /7;// / .., ' 4.. ..-; _•E';__\\ .,.•-,,_\_\,j .._,.. ''''- 1 / „. ----,..,,,, 4 1/2" I r/ 3" //////': /-7-- / INSTALLED si XI 1D2E C OUT) E spCYRU PROVIDED C.C.I DO E D(Fpi-AArNIN(DTstipoo-IT: ,.....„5 1,1) , 1/2" TI-IINBRICK ON 1/4" ___] — , "4../ WILL/IAM El , *I A BOTI-) SCRATCH COAT AND 1/4" 7 c ' ,-1 \ ...-' ,......31 BOND COAT MORTAR, ON (I) 3/8" GROUT JOINTS. TYP. OVER 5/8" TYPE "X" GYP. BOARD \ '(\ , • , LAYER 7/16" CEMENT BOARD 3/4"----., "7 1/4" ON 6"x2Oga. METAL STUD FRAMING VV /13/4" @ 16" O.C. (REFER TO DETAIL • ‘ 1011 OVER METAL STUD FRAMING. _............ / / 8 3/4" 2/A503 FOR SCARF JOINT \.) r4.OMB'-,, 6 1 71 A INFORMATION) V VV, 41? , , , DATE, S44 - ' t XX/XXI2009 __________ SCALE* AS NOTED A503 ,, . .y. . , -IT1-1 NOT USED le SCALE %---.4' NOT USED SCALE r=1"-0" ‘ 10 ACCESSORY CABINET HEADER DETAIL SCALE 3,,,r.0,, 10CASH WRAP AREA HEADER DETAIL SCALE . _____. , 3"=1"-0" 12 ' -- .---------- PRCUECr 14**' 40090201212 , '''' Q - / ' '' .-7- ------ , ,.. . „., ‘ . , , , ______A ......,* \III , 0 , I,, .,,,k , ' : ' t r". r , 5/8" GYP BOARD ON , c- . . ., , , , / ; ,. ,. ..:, , 3 5/8" METAL '..: ,.. ,.. , FRAMING (PAINT P-4) ' , ,.,' .''''''''' ,,, . ''. i / .. , , .,. . . ..., _ i 12'-0'" 1 • •I I , -,, . , ., . COPYRIGHT NOTICE ,, ,'4 CONTINUOUS 3-5/8" x 169o. TOP TRACK NI (1) , — -- • 4----------- , , ,,, , ....... _ g"- -- -----7-7:,,, 0: ,, ,„ , , . . . , , .. , ....„-- .....„ #10 SCREIAI INTO EACI-4 STUD IN EXISTING , , . 1 / , These drawings and specifications are copyrighted and subject to copyright ' ,, i protection as an"architectural work"under sec.102 of the copyright act,17 , ' DEMISING NALL. ADDITIONAL 3-5/8" x 20ga. , . , , ., I/ / NN . " u.S.C.As amended January 2003. The protection includes,without ----t----,, CONTINUOUS STUD SECURED TO TOP TRACK , ,. , . "" / .‘', limitation,the overall form,arrangement and composition of spaces,and 7-'-- ,O■ AND EACH DEMISING NALL STUD AND TOP . ./ / I / ,, dements of the design. Under such protection, unauthorized use of these ',,.. . .,4 TRACK @ 16 0,C. CONTINUE 5/8" GYP BOARD .. ., ,. Jr/ / / \ , .4'XISTING DEMISING HALL drawings and specifications may result in cessation of construction,Lading , ' l'l / , ? TO TOP OF NALL. , , seizure,andfor monetary liability. ,, , ., : , 7177.5,777i,:,1.3- / (a" cmu) „ ,!..,,,,,,,,, V: . ,C.:::, / / , :„ _...._ . ...d..........z ,.„,,,, iP . ' NEIAI FILL IN 4” CMU . til It' Pr / Pr 1 0 0' \ ■fr' FIN. TO MATCH MALL WALL / 17 r , 1,...,,,,,, ti.$',,. •t 0 .P. A'A 1 1 ,,,, / 1 //A , IIIPP1 . (2) STEEL ANGLE LINTELS 5X3W'' t EXIS G WALL •,,,:. 1 , /Ai ,-,., A::,.• / 3 a" MTL. STUDS ANCHOR AND BRACE TO . ,,,.///' 5EARING 8" (6" MIN.) IF 4s. ,,,i, r 0# • ... 9 Allir ' ,.: / STRUCTURE ABOVE (NOT ig IAIEEP 16" O.C. MIN. „ r ' ,,...0" . TO DECK) AT 48" O.C. .... —5/8" BOARD ON MAX. (SEE DETAIL Odk 100-10" WALL M EMERGENCY LIGHT 3 5/8" METAL 9/A403) 'IV F.D. r nuorrIrdr.r... r WI,ipp_all1111‘ ' FRAMING (PAINT P-1) '441 lirtrilb.._ ( + \-F A51-11NG 4 121-6" A.F. '7"---T T TO MATCH z _ A M• WALL V ' • BO OM OF ERGE CY LIG T I A 610 MI TE 131 LABEL METAL 0 SEE A300 a . waimilimmolom I - MI a 1744? . r' , ar SEE A300 ' . . , 'immioNm■R' .. I :. . DOOR • • WELDED METAL FRAME -OVIDED AND Ail 5/8" GYP. BOARD ON LIGHT INSTALL BY G.C. EXISTING DEMISING WALL GUAGE SUSPENDED CEILING .. . SYSTEM 0- NOTE: PER DESIGN L532 - , , - A . , NON-SALES AREA ,:■ 3/4" F.R.T. PLYWOOD DECK (2) T140 ER5 OF 5/8" GYP • . A , LAY-IN CEILING I ":0- BOARD LL ACHIEVE A (1) . CEILING MID. EMERGENCY LIGHT , 4 HOUR F RATING 1. i:■ ..... SURFACE MOUNTED . . 4 10I-1" A.F.F. i' 4 , WALL STANDARD (SEE Aill • V.I.F. IR, ;;Prd 41, EXISTING WALL ;• 4 '.61'17 DETAIL A/A101) . . ,. . • - .., • ‘ ir , 1, 4 , A EXISTING pl li ■•■114, , V G.C. SHALL PROVIDE AND INSTALL SOUND ATTENUATION 0- 'Mr t , I 11111..11) ; DEMISING WALL lerOui4j,,,mAA jA 111 , Ili i 4 11441 BATT INSULATION IN STUD .ir '• i A., . , ...,. . ...., .... . .... .... . A . i 81 Al . 4,1% • . .a. •••• • ... .,.. CAVITIES WHEN SPACE li■ .4 i A (V ' OPPOSITE DEMISING WALL IS 4 ■ Mr/ Pr Pir OCCUPIED BY RETAIL TENANT 1 8" METAL FRAMING (STORAGE :i. . . , ,• viril I /AA OrAl/P 0 RECESSED WALL STANDARD ■• 4 PLATFORM AREA ONLY) t • • ; 0 101-3" LONG, PROVIDE 5( ■ Pir 1 r OWNER, INSTALLED BY G.C. ■ , i 5/8" GY- z•ARD ON • . t 't .. .. INTERMEDIATE ERA' S al ■ 1 1 ■ CI I . 1 3 3-5/8" m STUDS !.: ;: . • 0 Adp PICAL fil" .(C 5/8" TYPE 'X' GYPSUM BOARD ':: 1 I A 00 UNLESS NOT • • c ‘ ., . • • . 1 / 3"x3II METAL CLIP AT EACH Law? z ON 3-5/8" METAL FRAMING . OTHERWISE) I wil OFAI, Ii4 A DOUBLE STUD (PROVIDED AND INSTALLED BY G.C.) TYPICAL PI'. ilk. A =o v < i- (r) 31-0" ! ; , .. OF (3) PER WALL STANDARD t I FITTING SALES AREA A A 10,41111 I ASSEMBLY cr /1 --1 ROOM frrwr....,,, lif _ „ , b a EXISTING WA STANDARD I IFP 1,4 < a PPAP 0 TO REMAIN i, 4 „,,, ek -,- =11,V ALCOVE . I . -i4 Agg r C) e 4 0!:0 0 O'l 00 0 0 LLI .■ , 1.4 LU AP tr 4) 'a III .;., 0 1F06D.-1 011 r■ 04 1/2" GYP. BOARD ON DOUBLE ;+ 4 Li! U i -ci'D 7 4 Mt Ct m0 3-5/8" x 20g . METAL STUD ‘■ 4 w W ' NEW N• PANEL SYSTEM ilk 4 @ 24" O.C. (REFER TO '.z ' 4 // . rn El0 MINUTE '131 LABEL ill (WP-1) -OVIDED BY TRIAD DETAIL I.2/A700) 7.. 1 //1 1 INSTA D BY G.C. DIRECTLY :+ 1 / ,,i 6 METAL DOOR AND OVER ISTING NALL I/ / /A CONT.T R AC K 1 8w/GAHILBTOITTDONMOR DS WELDED METAL FRA D , / CONT. 16 GA. BOTTOM - 4 " /I (PROVIDED AND STA ARDS /' TRACK w/ 11-11LTII DN OR DS TT .' 4 //,,A 90 MINUTE 13' LABE I ,, SHOT PIN INTO SLAB AT INSTALLED BY G.C. 51-10T PIN INTO SLAB AT '■, // j METAL DOOR AND , 1 , . / /.,. ,,,,,,./ ,r• 4 , .,//i 24 O.G. (I.C.B.O. #2386) MELDED METAL F' E 24" O.C. I,C.B.O. #2388 --, ( ,.) LL a z ., / , „40 /74, (PROVIDED AND / ... -4b. /1 B-1 WOOD BASE; INSTALLED BY .c. I \ • o . _ , LL BASE (SEE A500 FOR . / , NALL. BASE (SEE A500 FOR 3 PAINTED P-1 NALL BASE (SEE A500 FOR CO 0 - , l'' .. 1 I A SE TYPE) / / BASE TYPE)— ' Nip //I A-700 EXISTING C' RETE 1 I BASE TYPE) owl AIL/ 4 "‘ •700 CO 0 sx- LINE OF EXISTING SLAB (S F A200 FOR CONCRETE SLAB i lit 1. ///1 _ , N tiv.110;14 './.1 . -g, N ltalgr ----\-,r =,,s1. 7 II F -INIS1-1)A Z (0 W CO I. / 1 O'-0" i.,,,.F. Ik I illaii. i I ms20*. /1 11111, TOP OF\fr 1111111, EXIST! CONCRETE P__ FINISHED FLOOR I- SLAB EE A200 FOR -----) OPEN CEILING GYP. BD. CEILING s OPEN CEILING (NON-RATED) 4 . .ERVICE DOOR VESTIBULE (e-4-. )ci HOUR RATED TUN C9 F-- *700 FINIS / It w% 0 Z CD ......... um.' w 1 0 Et cn , / , '' I AO SYSTEM SCALE 10 WALL STANDAR OS SCALE 1,,,i,..0, 2 11 , ,, R11 AR SAL H S WALL SCALE 1"=t-0" 1 , . , 3 r MT 1 1 AL WAY SECTIO , SCALE 0 , As , 1":1'-0" L „ „ , :I r E VOCE DO • R SECTUO N SCALE 1":-.1'-0" 161111 01 < < .1 , r 1 < , <> I II I ;1 1; I .........,„ .., ,.,.. _ ‘. , 12'-011 •• '.• CI) H' _ .111111111111111 k .: ., • - 111111111111111111111111111 PI' h SALES/ NON SALES WALL (OR DEMISING WALL) 8" X 18ga. METAL JOISTS @I6" O.C. SET ... 't , .. , ; W I-- < 0 CD z < .. 1 , DIRECTLY OVER WALL STUD (SEE A100 1X6 POP - EDGING (PROVIDED LINE OF SOFFIT (PAINT P-1) <> eFOoRARJDOISEATcHDIRsEDCe.TIOGN.)c.WsITHI-IAL5L/8" GYP. AND I■ ALLED 5Y G.C.) AT CO SEE A300 • SEE A300 • SEE A300 ,, ,,,, ,,,,.. , . ( TOP WALL (PAINT P-1) 2 , . '' PROVIDE AND INSTALL 3/4" F.R.T. . . , i k PLYWOOD ON TOP SURFACE. Z • ‘,. , I I • Z .' ,, , ■ . . •' . , : ,: ...C112,.._.°". .. , . . , „ ,.. ::: ,1 .i. . , . . 1 ,ir Fi5 . . 'i •i ..,....—.—. ..---:,----,=-•-• ,,,----- e'. 1 mItimmmmmmmmmmagampoft, lai 7.....77-7-7—'7=7.7-7--"7.7777;,.-7777.77-77; Toi:ingemaniiinsativerl TR-1 TRIM • 5., . III i . . i-o" . . , , .••,...• ' t „ t 1 k • ;:i .. . .. . N ■ ' I A . • ' . 1 J "<!, k , , ' . . , .4 1 ■ .. 5/8" GYP. BOARD ON -, ,-.0 5/8" GYP. BOARD ON .. 5/8" GYP. BOARD ON . . .. . al . .., . ..„ . .. . . /Ar 1 ,EE A300 06 4111.11 '141 i•-• Et .. w • 3-5/8" METAL STUDS @ " . . 3-5/8" METAL STUDS @ 3-5/8" METAL STUDS @ ,„ ' : : z 0, w , , • 16" O.C. (TYPICAL UNLESS . , 16" O.G. (TYPICAL UNLESS . 16" O.C. (TYPICAL UNLESS ,.. ,.. 5 5, ,, . •• NOTED OTHERWISE) NOTED OTHERWISE) • .. ., ., ., .. . : . BOARD ON 3 5/8" >- ,F- w NOTED OTHERWISE) 0,....;: ; LLI 7,4 F= ., . . . . , , . .• :,, •., METAL FRAMING (PAINT P-1) a_ o z cc Lu - 0 Ei + 4 s, ,:!: !: i • i , :. :: i • . w a _rt c-.)u, ,pv - - ;•1 -1 ' .. • . • = > - , , . - - s. - 5/8" MOISTURE RE ANT . - - „. : `• . 0 R. g i2 rub- 2 , . , , , , ,, GYPSUM BOARD IN ■ T t l l C"75 0 , , , , i 1 I . 4 ■ . .. ..1 . . . , :t: i . • ROOM AND AT ALL WA, - . . .. : . . W W • , - • • • ce -i--5 4 8 c- .2..i - - - - , .: :. WITH PLUMBING FIXTURE' . . . . . `e :- 1 . . , :,.' !.., EXISTING DEMISING WALL. . . . .. - - :1 :!, ir. - • , . .. ;'• -• .1,.. 1 . G.C. TO PATCH AND REPAIR . . . .• . 10, (AFTER DEMOLITION) AS .. ,. ., I ■ . 1 REQUIRED TO MAINTAIN (1) „ . . ., ,a ., :- .; , • HOUR FIRE RATING ' • • • 11-1:: :ik, . 1 BY G.C. • ,.: :i (PAINT P-1) • :. ., .. . . V 111 / . 111 ' • • „. • ., •A ,t, , , 1 - Alp lv;t!;, ' .. .. 5 7.-9,,cir,:0:1,,I,',,:,,,i;',4,,,,,::'.,,,,i,i4, 4*$ :,. .,. ., - ■": 't . ` - • • . , 1 1 . ; 1 . . 1 1 A { 1 . . t 1 . . i • ABBOT STUDIOS . . . „ ' „ :: . . . .. . , „ . . . . i .: .: c•4 : c 1 '4 ,; 4: , ' • ; ", FITTING SALES AREA ARCHITECTS + PLANNERS + . ., ii ROOM DESIGNERS, LLC . . ....,. ; ; , ALCOVE 130 E. CHESTNUT ST., SUITE 302 • , , , i 1 i.,, e e i. '! e 1 11 . 1 C 1.0UMFROiSOHID 43215 . . A I ), : ' . r 1 1 1 614-461-0101 FAX;(614)461-1107 , 1/////:/ . .1':.1.'''''...,,.''z.''''' .*'.**" .'''''.. .*--3-'5/8'' . "TAL STUDS @ le" 3-5/8i i TAL STUDS @ 16" ; , . „ , , 11 1 0.c. , E 6" STUDS @ WALLS _____„1 '. 0.C. (U-. -11 STUDS @ NALLS , 4 ; . - 1 / ./ 1A,11 PLUMBINC.; FIXTURES')--- . , ... NITI-1 FLU, _NC./ FIXTURES) , , , i i 1 ARCHITECT URE 0 I 1 I :, , /NT. 18 GA. BOTTOM I, l', ,, , . CONT. 15 GA. .4 1 rTOM 1 - —CONT. 18 G.A. BOTTOM CONT. la GA. BOTTOM CONT. 18 GA. BOTTOM / , f, •' . ,,,- ., .,. , RACK w/ 'HILTI' DN OR DS " TRACK w/ 4-1IL ' 110N OR DS TRACK Lu/ 'HILT1' DN OR DS TRACK w/ '1.411...11' DN OR DS TRACK w/ 'WILT!' DN OR DS :. . SHOT PIN INTO SLAB AT (•,,, i';\ - 1 ° „ .. !. 'I 1 i i i t ..1\. C ,,,, SHOT PIN INTO S. : AT ; 1; SHOT PIN INTO SLAB AT SHOT PIN INTO SLAB AT SHOT PIN INTO SLAB AT • , .: „ . , , , :i : , .`: , 24" O.C. (I.C.13.0. #2368) 4z.,>. milkAlkil pNARD/14 , . 24" Q.C.0 (1.C.5.0. . ';:;) 24" O.C. (1.C.13.0. #2388) 24" 0.C. (1.C.B.0, #2388) 24" 0.C. (I.C.5.0. #2388) . ! t ---'"' 1 1. ' ...,4 , . , .. .. 1 ‘14,)\:, c c 5-4 BASE c i , • 5-1 WOOD BASE; PAINTED 1 1 . ‘ / A/ •,. '. , 1 1 1. .,. :t • . WALL BASE (SEE A500 FOR WALL BASE (SEE A500 FOR • WALL BASE (SEE A500 FOR .:, S 3 3 ; ; * k/ k, i r • . ,. • • . .. • • • . .. COLUMBU ,OHIO 1 BASE TYPE) , , BASE TYPE) , ‘. . BASE TYPE) ' •70* $ $ • • A70* k ■ 011P . ' LINE OF EXISTING CONCRETE ) . , , , A A .. ■ a 1.1 1 SLAB . ..? • • . . 47 csiftl . d■ / k' ir r . ilk ,,_ , , A Alli / I\ . & , , miL i,, "N: ;k A -Ald 1 5-4 BASE '4 II, , II 4 111111111111111 , --,... ', TOP OF FINISHED FLOORIF • 10 -1..,3 -0 , 6A FITTING ROOM TO DEMISING WALL [,.-3FITTING ROOM TO NON-SALES WALL 6c)FITTING ROOM TO SALES WALL 6D FITTING ROOM TO FITTING ROOM 7A A DEMISING WALL INTERIOR PARTITION . (7C)A T EN* ..',ALL 'DATE* swam . — XX/XX/2009 ,,, SCALES 4 t,, . AS NOTEL) ik, ,,,,, ; . SY; S" ,, , i ilw Ili' • ak 'i FITTI 'l 1G '--- ' ' { M WALLS SCALE , . ., , i II 1 , , ,, , r ES ' 1 0a WM. ' S PP...„ 9 a PP 9' ' S C A L E Lill , , – , , . ,i, 1 1,,, .., 1 – 1 , • , , , , — 1 J ' ' 99.. 9 a IP Ral FITTING Is 0 0 M PASS - ' , , If P OF 0 PROJVCT Noo 40090201212 s?ALE nr, , ,T.,., . , t y... , ,•:.,'.4. , , . ... .,.. 21 , , , ' 12" MIN ''''.i.. -----4 L. . 1,----- s SEE SHEET A100) I . , COPYRIGHT NOTICE: 1 eeptytnioghcot act, protection as thsiptecteciutaltlwoonrstii?ruendcoepryrisegch.t1e0d2aonfdthseubcoj 4 ., J.S.C.As amended January 2003. The protection includes,without . / ..-----------3-5/8' X 2090 METAL STUDS .• iimitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these I drawings and specifications may result in cessation of construction,building '.; ..,.4.,:,44,..,,,..,,,,,;N',..:',si,..,.. ..4,! Fs..'...-.V.,,,.;,,,itit4',,,',,',1%,-,1":',/,./,'k',:.'?...4.%,o.','r',%'4 4,t ...-"' AS REQUIRED. seizure,and/or monetary liability. 14'id ' .4/,' , ,;'..- sv /8" TYPE 'X GYP BD. 1 6 Ili .?., 1,..i.: 'A V', 1.1— I•"', —**-------qi3 '''04,' ,.,. 3, r.';• . . • BELOW ';0 .:4•.? EXISTING DEMISING NALL , A. r",.., EXISTING STRUCTURAL ....„... z 13( ,,., ,4, "..,:,. COLUMN; NEIAI ENCLOSURE TO RECESSED WALL STANDARD 10'-3" LONG - PROVIDED 5Y r'',4 t•-• tii ill ,I.,,.. ,isi. . ,4 a EXTEND TO CEILING OR 121-4" OIAINER, INSTALLED BY G.C. = r _ _ , .:4 1, .,.„,„...,____, ,It...___ , ,/,__________ c4 0) /- ...t, '• .10 A.F.F. AT OPEN CEILING. *" .,ic..,//7 / ::,:t. .. .5, u..t ,4 .4, COLUMN TO BE EXPOSED NEW FURRED WALL BY G.C. ... NEW INTERIOR PARTITION 5Y G.C.----.. . ' 1 '.. ' , ',' ABOVE CEILING OR 12'-4" 1/2" TYPE 11X" GYP. BOARD ON 3 5/8"x2Oga. M.S. / (0 ., -, ,,,, •. :IN', 1, A.F.F. (CONTINUE ENCLOSURE FRAMING AS SNOIAIN • / 1 Pi ,,, 4., AS REQUIRED FOR FIRE .44.,..f... • .,•,. • 0 : ,,... -,, RATING) hi, . .. ;;.-1/ ,/, , • LL1 A. . 4,4; INSTALL SELF-TAPPING #10 . INSTALL SELF-TAPPING #10 • •TI: [ -. •ct ,M 4.1 VOID SPACE (TYP) 2 TEK SCREWS EACH FLANGE OF . .. TEK SCREWS EACH FLANGE OF iD ''-. A GOO r • . • . STUD AT BOTTOM (AND TOP) STUD AT BOTTOM (AND TOP) I.4:04.-1 ',.'',54 )•:g..-., , ,7,6i,-,,-; ...4:!,',:i&k..;..to:• z,... k?.x.y,,P„i":4,‘,....;..!•;c ,,,,:k.‘„, IP- 46" x 1 1/2" x 1 1/2" 90°, 5 TRACK AS ILLUSTRATED TRACK AS ILLUSTRATED / 16ga, TYPE 304, STAIN #4 A 1 00 .: / , • FINISH, NSF CERTIFIED, 24" 0.C. (T(PICAL.) , CORNER GUARD VENDOR: STAINLESS STEEL CORNER 7i A THE CORNER GUARD STORE GUARD WITH ROUNDED . / , 1-BOO-516-4036 CORNERS. PROVIDED AND T .... INSTALLED BY TENANT GC www.thecornerguardstore.com 40111141111‘. POWDER ACTUATED FASTENER AT POWDER ACTUATED FASTENER AT 1 4i 1.1 )6_ (TYP OF (4) PER COLUMN) ii. .Acur Nam.•VW..ib ....e.M.......1“416•131......10■1•14039. 1 NOTE: A 70* CORNER GUARDS TO BE 111111111111111111111111111111111111 BOTTOM TRACK TO SECURE TRACK TO CONCRETE SLAB (INSTALL FASTENERS BOTTOM TRACK TO SECURE TRACK TO CONCRETE SLAB (INSTALL FASTENERS COLUMN FINISH TO BE P-1 (SEE INSTALLED WITH LIQUID NAII_S PER METAL FRAMING MANUFACTURER'S ING MANUFACTURER'S virrAi SHEET A200, MATCH TO ADJACENT -..r Adfir "‘"‘'* v AND CAULKED AROUND AI-L INSTALLATION MANUAL) PER METAL FRAM INSTAL.LATION MANUAL) WALLS) , EDGES WITH CLEAR CAU1-K. A A Aril A ..... 4 E !STING DEMISING WAL.L. 11-9 1/2" 11-9 1/2" / / / / 2 1/2" 2 1/2" 2 1/2" , • COLUMN ENCLOSURE DETAIL 1 1 2" 1" 0" 1 WALL CABINET PLAN DETAIL SCALE 1" 1" 0" 2 BOTTOM TRACK CONNECTION DETAIL SCALE 3" 1" O" 3 U.,1 Clit , < ......i , 0 Z ' Falge Cr) 0 1111 ■ : CO 0 a co ui 0 C) ct 0 1 H 0 1--- * aft Z Ci D u j Cit (REFER TO A300 FOR I 0 Cov CEILING 1-1EIGHT) (I) < . 141 Or) urn) 11■1 0 W 1— 0 - • 0 Z < Ce W co 2 D Z Z 0 C7) W Ce , z 0 Lu >— rt,.1— w -- 1--= — LLI • ii. 0 Z CC Ili L.u 0 5 L ij 0 T. c.3 t u c 1 z > (.9 0 ..r—'a cc 0 c"7) 0 5 U1 i:,, If_u_ Le91 0 n Li„ cc CORNER GUARD VENDOR: ce Es. 4 THE CORNER GUARD STORE m 1.--: CD I-800-516-4036 www.thecomerguardstore.com ), tOli., P-1 11i4t — — :ifl ,,,: CORNER GUARDS TO BE INSTALLED WITH 47y:40, '4114' t ,N,44,p ..,.., ,1,Af SOL LIQUID NAILS AND CAULKED AROUND ALL eR-4 EDGES WITH CLEAR CAULK (SEE 4/A700) I.- x. 'OF 48" x 1 1/2" x I 1/2" - 90°, 16ga TYPE 304, ABBOT STUDIOS STAIN #4 FINISI-1, NSF CERTIFIED, STAINLESS STEEL CORNER GUARD IAIITH ARCHITECTS + PLANNERS + ROUNDED CORNERS. PROVIDED AND CAULK ENDS IAIITI-I CLEAR SILICONE (TYP.) DESIGNERS, LLC INSTALLED BY TENANT GC (TYP OF (4) PER COLUMN) / 130 E. CHESTNUT ST.,SUITE 302 b COLUMN ENCLOSURE OVER EXISTING / COLUMBUS, OHIO 43215 , I 1/2" -1 STRUCTURAL COLUMN. TENANT GC SHALL , . , ,- 11.0111..11MOOMPSKIMISMAMMIGKORMIONMI.810011M911811•080911 / 6144614101 FAX;(614)461-1107 PROVIDE AND INSTALL FRAMING AND GYP 5D (IF NOT EXISTING) FROM FINISH FLOOR . : TIGHT TO CEILING ABOVE. IF NO CEILING IS 1 1 1 I 48 x I I/2" x I 1/2' - ciT, 16go,, TYPE . . . • a • GI • ..% • I■ ARCHITECTURE ., SPECIFIED, COLUMN ENCLOSURE 51-ILL I i 304, STAIN #4 FINISH, NSF CERTIFIED/ 3 EXTEND TO I2f-4" A F.F. IF STRUCTURAL. 1 I STAINLESS STEEL CORNER GUARD Nirt-I / ',. ,%. '°, . .„ .; ,,,, - ,: •' . ." ''',„ , ..ctr,..,,'WED ARe , COLUMNS SHALL BE FIRE RATED, THE FIRE I , 4 .0 le 0 • b . • I, • . C.\ , ROUNDED CORNERS. PROVIDED AND PROTECTION SHALL EXTEND TIGHT TO INSTALLED BY TENANT GC (TYP OF (4) _ • : -: • _ • ..... • DECK AE3OVE. IF COL.UMNS ARE NOT L.-St.A) ,-, f; 'Th\s• i ...1„4,-,• 1 REQUIRED TO BE FIRE RATED THE COLUMN PER COLUMN) .. • . • • •• •• • -4-4/ yVILI AmIlDWAREillF(' ',--, 1 , .. „ .• • ,::: \ •1- SHALL BE EXPOSED ABOVE 121-4". REFER .. • ••.• TO SHEET A100 FOR FIRE RATING OF , \ . ■ . =•• • ••••• ' \ l'\ COLUMN ENCLOSURE • •• • , ": li, iv ,- cOw ,°FLU r:14^ 5-1 .. .i. . . (PI, 7' $ • . • , ,,,. • •• 414'.'OF Olik.C-C--.S:) ' , * ' , , I:ATM q St4Et t's . , XX/XX/200 : .4., CALS: , . AS NOTED A700 .. , E . , . ,. . .. AS COLUMN ENCLOSURE DETAIL SCALE .1 1 METAL CORNER GUARD DETAIL i 1 2",11"-0" m ' SCALE 1 1 2":1"-O" 4 .„, , -,-.., ECT e.8 40090201212 . .. '• .... r t ,.:i' ' :',: :;v ".... 5. , e „ ,. 1 > 'N4 '9',' !' :1 ., c?::: 1 D •'. n t . '. .+ :.` r...+ A , ) ., ..sr trs,.s ..,., 1 , , ...,... , r .. f.2.i . , , : 1 e. , , •.,. .,. .. r , : .s, ...taaz , 1-.N 1, r M...v ..u'v. , ., _� _ _..,. .. ! J rf�` of ti. ''i " i {`� ' �� -- WALK ', MA°�" GLUED TO — _ __ �._.___, _. . _�_ DOOr •i ENPOR SHALL SALES/NON -SALES DOOR AND FRAME --- - �_��_. , -�._ � CON+�,RE�'� �:. B WITH VENDOR .;a `�" � SHEEP, '` , E "°�� 1 I L DOOR S� ;: _ � RECOMMENDE *HESIV�. ,C, SMALL INSTALL ON DOOR, STOP --- --- ----- - ` ' `- __ INTERIOR SIDE OF DOOR..s....,__-._ DOOR AND FRAME ' ---'y I x ,, POLISHED CONCRETE FLOOR NEW C,C?NCRETET�`PF'ING ' �, C.G. A.D.A. APPROVED Nl" TICE. VINYL TRANSITION STRIP SEA REP �' • ' (1:20 SLOPE _,_,_._,_ :-; �'• ALUMINUM THRESHOLD These drawings end eoifi �ta��s are> �ed and subje'ct' up a r� copyright TO CONCRETE SLAB KITH VENDOR SEALER (G.C. SMALL INSTALL TO- �� ( <� MAX)) f' - „ gas i � � POLISHED CONCRETE FLOOR WITS-I TO SLOPE MALL TILE TO EXISTING +► ( 3Y G.C.) SECURED ctionasan erg: it ure�r�rark under c 102 of a right act,17 RECOMMENDED ADHESIVE. A�I, N WITH 8 ZINC TRANSITION STRIP WITS-! FASTENERS `' p r. - �' SLAB, NOT TO EXCEED 1:20 SLOPE) 1 - ;, u.S.C.As emended January 2003. The protection includes,without a BACK. SIDE OF DOOR STOP -- - SEALER (c .C, SHALL INSTALL is r r ) SECURED TO CONCRETE WITI-, EXISTING CONC. SLAB- �, , -- limitation,the overall form,arrangement and composition of spaces,and --_--.. SUPPLIED WITH TOPPING 10 SLOPE MALL TILE 108 ZINC TRANSITION aTRIP SECURED FASTENERS SUPPLIED NIT-4- Al Ternerhedesign, Undersuchprotection, unauthorized dsu use�oese �� -� . . THRESHOLD. G.C. SHALL`;_'� 0 �, - ,O CONCRETE WITI-1 FASTENERS ,' _ se ► drawings and specifications may result in cessation of construction,building TO EXISTING SLAB NOT TO '' i/8 ZING TRANSITION STRIP _.��.._ i r .. ��, TRANSITION STRIP : _._. �� t �, • - �,1` I/16 USE URETHANE SEALANT seizure and/or monetary liability. EXISTING CONCRETE SLAB EXCEED 1:20 SLOPE) - SUPPLIED WITH TRANSITION STRIP ,. "} SECURED TO CONCRETE WITH _`` °� ` '� ► AT EXTERIOR EDGE AND, 1 SALES • AREA (OR 1/8" " • WALK-OFF MAT GLUED TO FASTENERS SUPPLIED Will-I P; FITTING OOM ALCOVE) EXISTING CONCRETE SLAB — / FILL CAVITY NTH ROD V.C.T. FLOORING IN EXIT G ) MALL FLOORING CONCRETE SLAB WITH VENDOR ` TRANSITION STRIP HALLWAY/NON-SALES- FLOOR FINISH EXISTING CONCRETE SLAB— .� L V G RECOMMENDED ADHESIVE EXTERIOR FINISH ra MN \ o ' '''''‘'6'. % me- � �t�Illtitjr i At r /fr'sv _A 0 A i i i ilill il ,.., .. r Orr C`d -U,- .. A A, , , Alt Pillr' 1 5/8" Al 6n 4" SCALE SCALE SCALE ■ ,� SCALE � ,� CONCRETE FLOOR TO V.C.T. TRANSITION (T-1) ,�_ 1 CONCRETE TO MALL TRANSITION (T-2) ��_ �� �� 2 CRETE TO COCOA MAT TRANSITION (T-3) »_ „ KCOA MAT TO EXTERIOR TRANSITION (T-4) �_6 1 0 f _1 —0 6 —1 -0 T 6 _1 —0 Ilf > F.R.P. PANEL (SEE DETAIL 8/A702 ( 8/A702) F.R.P. TRIM - DIVISION BAR (SILVER FINISH) ti'� • ii EXTERIOR DOO' D FRAME ! ..............'....... I HANGER WIRE (TYP SALES/NON-SAL DOOR AND FRAME -.,,� i2 G.C. SHALL INSTALL :•' OM MOUNT DOOR SW u n SUSPE ► • LAY-IN CEILING T D R E P E DOOR STOP I MOISTURE RESISTANT GREEN BOARD • A.D.A. APPROVED ALUMINUM SHALL BE USED AT RESTROOM WALLS SEE A300 SYS 2" X 3/8" MARBLE THRESHOLD PI THRESHOLD (BY G.C.) - GYP. BD. CEILING AK STRIP (ALIGN WITH BACK SIDE OF SECURED WITH FASTENERS _ CONTINUE SHEET VINYL FLOORING �" UP oil LAY-IN ACOUSTICAL TILES. SEE DOOR STOP) SECURE TO TOP OF SUPPLIED WITH THRESHOLD. G.C. �, WALL TD CREATE WATERPROOF PAN. G.C. BHT, A300 SHALL USE URETHANE SEALANT " " VINYL WITH VENDOR RECOMMENDED AT EXTERIOR AND " SHALL INSTALL RUBBER ICE GUARD IN ■ TRAC SYSTEM ATTACHED TO ADHESIVE V.G.T. FLOORING IN EXIT T EXTER R EDGE ND FILL 16 '► CORNERS PRIOR TO INSTALLING 5C1-IFFY G UND R51DE O G ILIN SYSTEM E F E G II 1 HALLWAY - V.C.T. AND CAVITY WITH GROUT VINYL, THEN "WELD" VINYL CORNERS WITH .11111k PER LIGHTING MANUFACTURERS EXISTING CONCRETE SLAB 1 r , 1 1 ADHESIVE ON BOTH SIDES OF SURFACE. w I EN INSTRUCTIONS SHEET VINYL SEAM SHALL FLOORING IN I R TT V.C.T. ' EXISTING CONCRETE SLAB . .T. FL R G EXIT SHEET VINYL FLOORING IN MEET UNDER CENTERLINE HALLWAY/NON-SALES G.C. SHALL INSTALL NORTEK IN BOTTOM ► 'c' LIGHT FIXTURE, SEE SHEET Nii . RESTROOM '1 = OF DOOR 1 8 I � EXTERIOR FINISH (OR SIDEWALK) korkwAiiik :. . ?% CORNER TO PRODUCE 1" RADIUS COVE ., !' E300 Allgill. ,..�r►. ,,011%•,,,,,,..;,,..r: :,..,•,..,;,..,•,.a,;,, _/ TAUJAPA 1 A/rAt . A A,.... A/A 4�, U..1 Ct irr.' ET VINYL TO V.C.T. TRANSITION (T-5) SCALE, ERIOR TO V.C.T. FLOOR (T-6) SCALE, SHEET VINYL COVE BASE DETAIL (RESTROOM) FLING MOUNTED TRACK LIGHT DETAIL SCALE 191 6":1'-0" IL. < (f) T a z F.- i f _mi.. TOP UNISTRUT CONNECTED TO --HANGER WIRE (T ' #6,111174-4) MALL STRUCTURE WITH P2682 Z (C) u j HANGER WIRE (TIP.) in (9 0 L" BEAM CLAMP 3/8" META .•HIM ATTACHED �, 6" WIDE X 20GA (.0359) CONTINUOUS TO GYP , . FRAMING SYSTEM. `' / SHEET METAL BACKING ATTACHED TO 0 Cs) UNISTRUT P2679-6 SNIVEL NUT GYP BD. FRAMING SYSTEM, (LOCATE I rut 0 (COCA BEHIND ALL LIGHTING, 18" X 18" FIBERGLASS DROP-IN 2" TR A r FOR LENGTH OF 3/8" DIA. THREADED ROD AND BEHIND ALL LIGHTING TRACK FOR DOOR PANEL LENGTH OF TRACK. ACCESS PANEL FRAME, BY MFR. F-- ,,,tc 0 - . - RUN FLEX CONDUIT TIGHT TO G ) T CK.) P2677 HANGER I" E ROD, WHERE OCCURS I (C9 0 SUSPENDED DRYWALL GRID SYSTEM „ ATTACH CHANNEL TO FIXTURE 3 5/8 METAL STUD FRAMING ir► _ SUSPENDED GYP. BD. GRID �"' .10� SYSTEM WITH 3/8" R.H. SCREWS WITH Z 0 SEE A300 �- "`° al D ���-- �►,1.f1ri. WASHERS AND HEX NUTS, TWO �,,._. �� /r.l .--A / G III YP. BD. CEILING s ATTACHMENTS PER 4' FIXTURE I Et i AT 24" O.C. - . .' .. ": '..' •` SEE A300 =• I ._� GYP. D. CEILING "IP' SUSPENDED 5/8 TYPE 'X' GYP. $B.D. TRACK T SD, CEILING. SEE SHT. A300 Ls) Et Cf) < < FM° Clin ■ 6" SUSPENDED 5/8" TYPE 'X' GYP. D. s1 / CONTINUOUS UNISTRUT 1 -6 ACCESS OPENING / P-1000-20GR HS CHANNEL CEILING. SEE BHT. A300 ,� / ■� a cir)20'-0" LENGTHS MAX. (USE 24" ROUGH OPENING 4 11, 4'1■F 7' / SHEET METAL SCREW TIP. U RECESSED TRAC SYSTEM UNISTRUT P2g00 CHANNEL TRAC SYSTEM ATTACHED TO ATTACHED TO GYP. B.D JOINER TO JOIN CHANNEL UNDERSIDE OF GYP. B.D CEILING W/ #8 CEILING N/ #8 SELF TAPPING ENDS) 4111110k <>417, FILL, TAPE AND SAND SMOOTH SCREWS @ 24" O,C, O SELF TAPPING SCREWS @ 24' O.G. CENTERLINE OF METAL STUD AT JOINT BETWEEN FRAME 4 LIGHT FIXTURE, SEE SHEET BLOCKING ABOVE, TYP. AND DRYWALL, TYP. E— E300• _ 0 IGHT FIXTURE, SEE SHEET Z < •. 'G' LIGHT FIXTURE, SEE SHEET E300 Q ATTACH UNISTRUT TO UNDERSIDE OF W , DUCT NHERE NECESSARY, CAULK CO AROUND PENETRATION 2 0 ACCESS PANEL MANUFACTURED BY: Z PAINT THREADED RODS, CONDUIT INTEX FORMS INC, (510) 887-8000 ZZ AND VISIBLE COMPONENTS TO MATCH 18" x 18" GFRG FIBERGLASS ACCESS PANE CEILING (OR OPEN DECK) FINISH. 12"X12" GFRG FIBERGLASS ACCESS PANEL 5 5 NOTE: THIS ACCESS PANEL IS NOT TO BE W CC USED IN FIRE-RATED LOCATIONS. SCALE � SCALE SCALE SCALE CESSED TRACK LIGHT DETAIL SUSPENDED TRACK LIGHT DETAIL ��_ CEILING MOUNTED TRACK LIGHT „ , CELING ACCESS s � o � 3 � 0 1C DETAIL 3 .1 .0 11 PANEL 1":1'-0" z cr hRLU � INSTALL MIRRORS WITH FULL BED OF FITTING ROOM MIRRORS PROVIDED BY OWNER AND w w o INSTALLED BY G.C. MIRROR DESIGN AND FABRICATION 15 BY G.C. SHALL PROVIDE AND INSTALL 16ga. SHEET W o o �> o MIRROR MASTIC (NO DABS PERMITTED). OWNER'S VENDOR. VENDOR SHALL PROVIDE INSTALLATION METAL IN-WALL BLOCKING (USE 3/4" F.R.T. p z z �� o G.G. SHALL BE FULLY RESPONSIBLE FOR -LYWOOD BLOCKING IF PERMITTED BY BUILDING ° Q "'w o MANUAL WITH THE MIRROR TO G.C. INFORMATION REGARDING c!1U � 1-122 wo INSTALLING MIRROR CABINET FASTENERS SPECIFICATIONS, QUANTITIES AND LOCATIONS OF FASTENERS SPECTOR) FOR SECURING TOP OF MIRROR > � mo INTO BLOCKING AND/OR WALL FRAMING. SHALL BE PROVIDED IN VENDOR'S INSTALLATION MANUAL. ce ce o o c _; OWNER'S VENDOR SHALL PROVIDE CLEATS TO HANG MIRROR, 3'-0" m m �' 4 -0 5 -2 5 _BO ALL INFORMATION REGARDING CLEATS AND INSTALLATION 4, " " / / / / / / SHALL BE INCLUDED IN VENDOR'S INSTALLATION MANUAL. 6" 31_00 6" 4'-2" 6" 611 41-8" 611 G.C. SHALL ENSURE THAT FASTENERS FOR CLEATS SHALL Alio;. / / / / /6"/ / / / / / / BE SECURED TO THE NALL'S METAL STUDS. - II,.I O O O O ,,,P.E4i,., \ \ �� \ \ o� ,all11',GP'ta�ili i'''ii;, I I;, i��� 1 1:31 i, a PREFABRICATED 3 5/8" X 18ga. METAL THIS MIRROR P •VIDEO BY ,''h ',11' ''11: a, SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE WOOD BOX STUDS @ 12" O.G. AT OWNER AND INS LED BYi °` aG�''1 (PAINT P-5) (PAINT ) ( ) .11r �, ?,;, rGi:n wr. REAR WALL (TYPICAL AT G.C. MIRROR DE51 AND 3500 P.S.I. CONCRETE WITH 12 i li ,� lI" PAINT P-5 PAINT P-5 6 1 G.C. SHALL PAINT -G.C. SHALL PAINT G.C. SHALL PAINT ' FLUORESCENT LIGI-IT ALL FITTING ROOM FABRICATION IS B •WNER'S 1/2" " LONG X 1/2 DIA. REBAR @ 16 ,� yl x / <� , THIS POCKET P-1r ,� F THIS POCKET P-I \ ,� THIS POCKET P-1 F � ) O.C. WITH 4" EMSEDIMENT FIXTURES STAGGERED MIRROR LOCATIONS VENDOR. VENDOR 5 LL �� i '' '2 r �` WHITE / 0 r F ;' � 6 �� COVER WITH PROTECTIVE PROVIDE INSTALLATI� _ _ _ /° — — (SET IN EPDXY) ,,r.� � � � � f ,/ WHITE /` ,� ,� + �` +� .�' WHITE- f/ /� { r / _ --- - - — - -� SLEEVE u u �, " MANUAL WITH THE MI- iR TO , - 6 6 6 6 PROVIDE TERMITE CONTROL / �, ` '' , / ;` f r` f / / / / / G.C. THIS DETAIL SHAL■ BE / / I t` /' f{ f / / / / 4 a (IF REQUIRED SPRAY AND ABBOT STUDIOS /{ r I r { /: /I ,� ,'/�/ , USED ONLY TO INSTRUC .C. a ( ) ,�' I ` ' I r I ; / ` /1 �`i �' / I. �` 'G° LIGHT FIXTURES WHERE TO INSTALL BLOC∎ G / .,n..� 4 PLASTIC MOISTURE BARRIER. ARCHITECTS + PLANNERS + ,r / .. / ://' / � 1. I. I, , • / ��` 11 I I �' PATCH BY G.C. / ,�, �, 1 ` 1 / / � 11 STAGGERED BEHIND ..:) FOR MIRROR NFOR -TIO► ' ,r�'I / , ,•'� / I MIRROR BY I" / / I MIRROR BY / ( / / /s r` 1 .. MIRROR BY MIRROR REFER TO • REGARDING CFI' AT d •Q �_ DESIGNERS, LLC I ., FIXTURE //,•//7,/ `' 1/ I FIXTURE Ire ,a 1} FIXTURE ELECTRICAL_ 4 QUANTITIES A i L' A •• ` _—_ w #' /{ 1 =F1 r.' I ,; .F // ` f ELECTRICAL DRAWINGS 1 — -- — . ;>f 1 ,� MANUFACTURER I,' : ' I MANUFACTURER I f f' .F1 - T i _ ___ _�_ rr 1, if 1,. MANUFACTURER I HIS SET) OF FASTENERS ! I —i �, I:, p r I ,,, I �. _ I 1 130 E.CHESTNUT ST,,SUITE 302 1 i FRENCH CLEAT._• BY PROVIDED iN V' ORS _- _I I - -� --I �, I _ _ _ su ___ _____ �_.___________ I 1 .,OLl.MBUS OH 43215 1 I I - - -- t i - 7 '1 �a' --�' D�R-' - I _ t --I I N.� I.1w M `suA i L T L I' 4 I." rl ! XIS IN ONGRETpy--'i i � T G Y.- r 1 I 7 i— 614461-0101 � c 461-1107 i r iu 9 4 L 4 ,t 1 i I Y I A c 95 AF•�ö I•� LB. . MIIR ' FRAM E MIRROR FRAME - ! MIRROR FRAME �� - a , - , , I I°3 ? 1 s I I i '' G 3>,; a BEHi14D �rLASS 1IN, ASS 1 9 �, --- 1 - �.UT 6 WIDE TRENCF4 !. BE D GL I' ;�. BED-.IND GLASS I i - I i is--` �� _ I I _ _. a f;. { I _ 1 1 � t / PLATE �.., 4 L �'°E �L i' �1 1 it ,�: FURE I 1 I `i I MI I -I 1 I I RR R BY S t �_ i f` ,1 >:'") MIRR %R (SUPPLIED B i �` w' _ i _ b I_ __. } I 1 i I ;1 I. :I I . FIXTURE ,� t t : - i 1 1 l. ._ —I ---- COMPACTED SOIL, 1 ! }} 1 ! �, ral�tEi �_.� t° N :'s✓' --;I_I _I-- _ I I I i 11� �I MANUFACTURER , __ I e_._ BA.CKFILL I, , t PLYWOt'.D i�/ -- I _ ' 1 11 ;` 1F 1`x HARDWOQD EDGE --- -- _ —_� (--.4,_\5 ,,,,"' �` 1 �' I ff /////// / '� I FRENCH CLEATS, --I f FF-11]- _ ` I // / /2f'?/ ///' /// / 1 11 HARARE SUPLIED BY 1 3/4" x 1 1/8" 1/8" II 4 CONDUIT BY G.G. WILLIA #— ' 7 ,7,L — — I / MANUFACTURER MILL) CLIP @ BOTTOM 1 I 1 - SEE SHEET E100 J=4 I i >7 A. ,/ �° �' / '' � � � � SUPPLIED I ( I �1 , / 0/ / / o _ BY OWNER IV' ‘ VIIIIIMMIWNOWNISIMIMINNIMINNI,...T_I \ .._\ G.' . SHALL BORE !--TOLES IN -1) 5-1 C1.3-3 CRETE SLAB TO iNSER T "Ml" MIRROR TYPICAL " 2 MIRROR TYPICAL ,"M3" MIRROR TYPICAL SECTION PLAN VIEW PANSION BOLTS TO SECURE ETEETRICAL DU CONTRACTOR SHALL ROUTE BOTTOM OF MIRROR --- EMT CONDUIT TO NEAREST WALL OR _Z COLUMN ENCLOSURE. G.C. SHALL VERIFY .:_ . NTH MALL MANAGER METHOD OF SLAB XX/XX/2009 SALES AREA MIRROR ELEVATION PENETRATION PRIOR TO COMMENCING SCALE: 7 � NORK (SAW :�UTT'IN�':� SLAB ON GRADE, �� AS NOTE:)A 0 1 ' CORE DRILL AT UPPER LEVEL FLOOR). DRA144 DTI SCALE SALE MIRROR E 1�2,��1g_0�� CONDUIT TRENCHING FILL DETAIL ,�A,,-0,9 '' �� 40090201212 „,,,:,:..,,i..-.:. ,',,,,,, • '''';',1';,:::, , • ......------- . , 6” 0 1811 CALIFORNIA EXCEPTION: -----CHARACTER VTH-T0-1-1EIGHT ‘'.. TOILET ROOMS SI-1A1-1. CONFORM TO ALL /ACCESS lai L I TY REQU I PE MENTS 'SP-1 TO1 LET PAPR 1-10LDER: AS SELE.CTED BY TENANT G.C. AND APPROVED BY OWNER , ,,f1 141- M I N * TOI I ET ROOM DOOR SYMBOL SIGNS ARE' TO THE RATIO BETWEEN 3:5 * 1 * STROKE OF THE AMERICANS N I TI-1 D1 b43 L IT 1 ES ACT (ADA) I NC L.U DI NG EILJT NOT 5P-2 NOT USE.D , , 1 1 , . —, ' RIGHT OF THE DOOR, IN CALIFORNIA. WIDTH TO 1-IE!GHT RATIO OF LMT I ! ED TO THE FOLLON I NG: 'SP-3 MI RIROR: AS SELECTED BY TENANT G.0. ANL) APPROVED BY OIAINER --------.. --_-___-.._ ------- c OF SYM. SETIA1EEN I:5 t 1.10,---- - ---- ' - — - ' - - E - ' . ' - - ' •°------ SP 4 GRAB BARS AS SELECTED 13Y TENANT G.C. AND APPROVED BY OWNER , 1 1 I , 1 t -----1 12" )... A. HATER CLOSET SEAT HEIGI-4T - 17" TO 19" A.F.F SP-5 PAPER TOWEL DISPENSER: AS SUPPLI ED BY PACIFIC SUNNEAR, INSTALLED BY TENANT G.0• HEAVY DUTY SURFACE •--------.HE- -::.--•--- * I 1 _6\_I, ,k CENTERL I NE OF NATER CLOSET - 18" FROM SI DENALL. •SP-6 TRASH CONTAINER: "RUBBERMA I N 2952, 8 I/2 QT. BEIGE VINYL CONTAINER. BY OWNER) M„OUNTED STAN DAR,DS 1 al' • z%.,-: &---- 4&-.._... .. . , - , (4 --- I -271- - - - --RAISED SANS SARI F UPPERCASE CHARACTERS RAISED A C. GRAB BAR. BEI-I IND NAT ER CLOSET - 36" LONG - 33-36" A.F.F. 'SP-7 TOI LET ROOM S1GNAGE SUPPLIED AND INSTALLED BY TENANT G.C. ' AND SHELVING ABOVE.— , - C6,1 I.7; a_PcI4 1-6- c(0'..: i() r \ MIN INIIIUM OF 1/32" --- ,. , • D. GrRAB BAR. DIAMETER - 1'I/2" i-E: „ r.1 E lif 74 R.I\L /7 _ _ \ •s.,!. . „ . .. , , . . ., , . . SP-8 MOP SINK 2.`X21 AND 6" DEEP • . 0 , E. GRAB BAR AT SIDE OF HATER CLOSET - 42" LONG:, 33" TO 36" A.F.F. ' • , • , • - , , , ( ----\\\\, (..___ , F. SPACE BETNEEN GRAB BAR AND NALL - 1-1/2" , . 73 , 731 IIi7s1- 11118 4 ,i, .\ ---- . E)6 , G TOILET PAPER DISPENSER - 36" MAX. FROM REAR HALL, 17"-19" A.F.F. . C 1 . _ ....g. NS) ,o COPYRIGHT NOTICE: N - -EN IAIOL1E _ F---1 - E.. -: H. KNEE CLEARANCE AT LAVATORY - APRON 29" MI N. 1.-IT., 5" MIN. DEPT I-I. , --...... [____ i , .1.2thatiX taN 1.,:„..0/.11\1 IA . ----' These drawings and specifications are copyrighted and zubject to copyright ; I, LAVATORY DEPTH - 17" M I N. FA 1 n . . I T ,: . 'X' ...,i..:peror stectec.i01,012irolfeitthmeescnwithpyrit act,17 J. LAVATORY DRAIN AND 1-1OT IALATER PIPES - INSULATED NI-1EN EXPOSED. - A 7Q . - ' , NOLE: ACCESSIBILITY SYMBOL K. LAVATORY RIM SURFACE - mAX. 34" F. -,..„... 1 — \--GRADE 2 5'!.'AI LLE ' R 0 U T E . ust.ectbc.As r:::::aurrytir , ' • L TOI LET ROOM DOOR SYMBOL S1-IALL 13E WHITE TO BE MOUNTED AT limitation,the overall form,arrangement and composition of spaces,and M RROR BOTTOM EDGE - 4 VI A.F.F. MAX. : . %1,'re* i•seds% • :Vol M. INTERNATIONAL- SYMBOL OF ACCESS'BI L TY SHALL BE MOUNTED ON THE VERTICAL GRAB BAR S1-1ALL BE INSTALLED TOILET SHALL. BE INSTALLED kl I TH ' Z A . LETTERS loN I IP BLUE BACKROUND UNLESS . REQU RED OTI-IERIAIISE. LAVATORY ENTRANCE . • . . , elements of the design. Linder such protection, unauthorized use of these drawings and specifications may result in cessation of ocastruction,building LATCH Si DE OF TI-1E TO LET ROOM DOOIR. 1A11-IEN 2003 ADA IS ENFORCED OR I"44EN FLUSH LEVER AT OPEN SIDE OF ' . ff: seizure,and/or monetary liability. 2. ALL SIGNAGE TO 5E 1/4" THICK CONTRACTED GRADE 2 ' N. DOOR HARDIA1ARE SHALL BE LEVER TYPE. 0 . LOCAL AUTHORITIES HAVING JURISDICTION TOILET ROOM. DO NOT INSTALL , (3 , • . .. ENFORCE INSTALLATION.- TO I LET WITH FLUSH LEVER AT -;i --6 FLOOR DRAIN, SEE BRAI L LE 14ITH DOTS 1/10" 133 42"I GRAB BAR 11 11 I ' .' • . . , SI-IEET P100 FOR RESTROOM DOOR SYMBOLS DOOR SYMBOL DETAILS ON CENTERS N1TH 2/10" P-1 SIDE OF TOI LET CLOSER TO NALL --P-1 *;4.- • P a I A 54" 0")-1 MIN. 1 48" HIGH IAIWITE 'F.R.P.' h P-1 (--- ........_...., Lu • (c) , . SPECIFICATIONS. I-1.C. LAVATORY FIXTURE , TEXAS EXCEPTION: SPACE BETWEEN CELLS $ RAISED A MINIMUM OF 1/40". . , -N. — , NA INSCOT W I T1-4 TRIM 's\ --z.N '1 36" P'-' NON GLARE FIN IS1-1. CHARACTERS TO c<((1 °co l " 4 • 0 48" HIGH IAII-1 I TE 1F.R.P." IAIAINSCOT WITH TRIM CAP < (TYPICAL 4 WALLS) L IL „,,, , „ ‘,. I < N.:00 39"-41 8 en A 70 -- 12" . 0 ..k 42" CAP (TYPICAL 4 , WALLS) Ammni". 9/10 '''''' .1--w4 M A X '- M 1 N. 1 -■00/1/111 illift .70 18" X 36" MIRROR MOUNTED 9/10 ., 40" MAX. AFF TO I i ' 361 7(7.7 BOTTOM OF r3 REFLECTIVE 0, m SURFACE , ,,, , , / { ' , , . i I ' IP, HEAVY DUTY , SURFACE MOUNTED STANDARDS AND SI-I ELV I NG ABOVE. -4.- WITH 16" X 36" MIRROR ABOVE. SEE SHEET P100 FOR SPECI F!CAT IONS. & 8" ON STRIKE SIDE 8" ON STRIKE (I) SIDE 0 &csi _ \ ..=C_OF SYM=r. CONTRAST WITI-1 BACKGROUND, EITHER LIGI-IT CHARACTERS ON DARK BACKGROUND OR DARK C1-IARACTERS ON L.I GI-IT BACKGROUND. . „, ,,., - .• ,: ,. ... ..•• , . \ ,..•.•. .....•.... .. 4 q '?\44t Ai\ 0 ' •.: .. . , . . . . ••• . . 1100.-...P A 36" GRAB BAR . 91- 00 ID, TT - .) • .... , .. . , . ,.. . . , - ..., •,.....:....,::-...: P-1 ''') ILI ...,• . . ... . , ... ., ...,•...,••...,;•••. .. .., .. .. ,,•. . , .sklU ‘ •.(t i 161 "± TACTILE EXIT SIGN DETAIL , ••••... . ... •• .. •• •• •,•• .• •. •• u_t ILI LL4 1•.' .!..'•:: ....,.........'..,1111/1111-P • • - ' • , ... ..1.,. .,.. .'..• :: ... ',. ••••.1 . , . • • • • • ••- \ t" --r- ' ...... . . , .... , . .... . . . . . ... .,....... .. .. . _. ..., .. CD ''.....::•T".:........::.: ' • ' ''' .--- • (r) (r) 1 RP-1 . ,........,.• . ,.. ... . ., •, :... ....,.....,•-• , ,, . ...,.. ....' Sir:771 ::...•....•..• ,.. .. „.. ..„..:. ..._.. , ..., .,. / / ,. . ._. ..,..... ....:....,. . . , . . .. = ir___ „„....n, ,,_.,.........,, cm UNISEX rl_g_N IAIOMEN "b b ,:....,,.,•.; . ::., ,.. ...„ ,.>,f; , •••., -IV o =0 1 ... .•,,,..•,.„. ., •• . ... .. . , •..,. •. • • .....". .• ... „ .:...,...,.. . . . , , / ! b O .(:( x •• . •711.i.: •:•.• .••., .:::.. _________..•, p Al -I r "‹ .." : 1,,....1,;2'•41.•'.1/2".111111, .' --11 -6- .. .g -:•:•::,:''.;,...:1.,..:....'...,•:1“, ..'1'..:•::.4'.::. 74- ---4 SP-8 . . . .... . , .'....--.".. . . / i NOTE: _Ns. .,. •'•,• ,. :•• :•, ..... I• .i\I ,.Ir-..:-...... .,.. •,:.7''...W i RP-1 b - - • .-‘o.-,.,•. •. : - •-• . ..• -"•-------ERP -& 1. TOI LET ROOM DOOR SYMBOL SI-IALL BE WHITE UNISEX :EN lialgN MOUNTED ON WALL ADJACENT TO LATCH OUTSIDE OF ........:........•E, .• . . . , ,i'' / i VI MM iii i li I i.II&arl- "1- .'". .... ••• •. • ' -Ir. , LETTERS WITH BLUE BACKROUND UNLESS REQUIRED THE DOOR OR NEAREST ADJACENT WALL, , \ \ )% Ns. NOTE: 36" GRAB BAR @ 21-91 OTHERW ISE. 711....ci 11. I_6 il ,2) I_6 II A.F.F. ,E.-- 36" MIN 2. ALL SIGNAGE TO BE 1/4" THICK 1. TOILET ROOM DOOR SYMBOL 514ALL BE WHITE PREFERABLY ON RIG1-4T. MOUNTING I-1E IGHT IS 60'1 ALL EXPOSED SUPPLY 4 / LETTERS W I TI-1 BLUE BACKROUND UNLESS REQUIRED ABOVE FINISHED FLOOR RO CENTER LINE OF SIGN SO 3. PROVIDE SIGN WITH RAISED LETTERS (1/32"), CAN APPROACHED VI I TN IN 3 INCHES WITHOUT D B-4 e B-4 B , 36 11 MAX. B-4 AND DRAIN PIPES ARE TO 8E INSULATED. A V-3" — ‘ ./ 18" /4- 7( 28" MIN /15"-la"A ACCOMPANIED BY GRADE 2 BRAILLE IN COMPLIANCE WITI-4 ADA AND ANSI A 117.1 STANDARDS. OTHERWISE. 2 ALL SIGNAGE TO BE 1/4" THICK ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING OF A DOOR. / / SEE A100 RESTROOM DOOR SYMBOLS DOOR SYMBOL DETAILS TYPICAL TOILET ROOM ELEVATIONS SCALE 1 RESTROOM PLAN SCALE 1A TOILET ROOM SYMBOL DETAILS SCALE 1 4 " 1 2":1'-0" wirnums 2 , 41-4" 11-5 1/2" MOUNTING FLUSH TO WALL: NA X SCREW BACKSIDE OF UNIT SECURELY TO ---/----*---\-- 3/4" 3/4" ---------- ----"-'-.00004p. HORIZONTAL. 1A100ID FURRING OR WALL STUDS ly 11-0 1/16" 3/4" 11-0 1/16" 3/4" 11-0 1/16" 3/4" 11-0 1/16" I'-4' _ . 'I // // fr , . _ - r-1 H it II II H \ \ C.__ .4, \ 7 ADDITIONAL. 3/4" BLOCKING SCREWED 41°1111 * 41111 ALONG TOP AND MIDDLE OF UNIT H I I II I I I H .z,. // TO FURRING @ 8" 0.C. 2 x 4 (TYP. EA. CORNER) ■--- - --. 11,, ___prw..xftr G.C. TO PROVI DE AND INSTALL 41-4" — _LI _U. II_ — •s. _ _ __41 _ _ LI:,,,,,l':',,- 1\-- — —_ "-- — ,/ F.R.P. WAINSCOT 48" NIGH AT DRINKING FOUNTAIN SURROUND. / / — 1- - - - F- - / / 3/4" FURRING 0 W 5 FULL 3/4" PLYWOOD (BACK) --.... _ --•"• SCREWED TO EVERY lipi•,, it... .- , w b WALL STUD 1411T1-1 "—• --I 0 co i MIN. OF 2 SCREWS ...--..,, cO 'i u 1 • ' 4\b, f■ -,Is------ 3/4" Ns i co (N I — r - - - r - I 1110 E 11-0 1/16" 3/4" 11-0 1/16" 3/4" 11-o 1/16" 3/4" 11-0 1/16" " ./ / fr , , _ ,, ,, _LI I I 1 I 11 I I ii 11_ i 1 - --..Q \ I _ L _ _ I== ili / PARTIAL 3/4" Zr ± ri f ul , Li_ I 1-1- ,_ ° 11.4 b — --- ■ • 1.-• ri A. I I I I 1 1 I I I I H H I I H H I I I I I I 'a ...... : = T =0 T \ \ \ ,./ .' // . --._ , — _ ___ _ -- ' PLYWOOD (FRONT) 41 10111111 Mill. ,,,,,, >:,,, \..... T- d C\I -•401111111111 IIPPIS' \SI M 11- • --,\-------- - .. --." -------c--* 0" r ---_,,,,-------- c-- '2-. II___,llf_5 „5,./541,1 1,',.-411 , .. N DRINKING FOUNTAIN NOTE: IF THE DRINKING FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I'-0" AROUND THE FOUNTAIN, Ct < . co co LH- - - - ___L! I I __ LL ___ ___ _‘__J •-•,------• — ' Z =NJ \- _ L _ __. 1=L.- 1 I CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. BUBBLER IS TO 5E ACTIVATED E3Y A 1-1ANDICAP PUSH BAR ON FRONT CI Z C) < 3/4" PLYWOOD DIVIDERS * \ --,,, ,,,, , =o0 . `IE. '.'? FACE OF UNIT. DRINKING FOUNTAINS ARE TO BE LOCATED • END PANELS 'a -,. KININAGLCFOOUVNETSASI FOUNTAINS AMSUSNTOTBETO ABpEpRIN0ATcHHEECORRIDOR FRO MTHNEALK. 0 • F— . „I- , -, I '>:(1 -E- FIJI E .--- . ..„ ,. 1.0 PARTIAL 3/4" PLYWOOD ,, co ,, E.- ....) ., NFDRRI TOININT. MATER COOLER SI-1ALL CONFORM TO ACCESSIBILITY T.,...._ . ,................_.______ _ ................______\. MOUNTING BELOIA1 SHELVES: REQUIREMENTS. REMENTS. (FRONT) En (09 > a 1 G.C. TO INSTALL 3/4" FURRING To BEI-II ND STANDARD AND 3/4" , • 1 I 1 NOTE: THIS UNIT IS PROVIDED 2 x 4 (TYP. EA. CORNER) — BLOCKINGr BETWEEN STANDARD ISOMETRIC BY 01A1NER, G.C. TO PAINT / SO" MIN. t co LL1 LU CD _Li__ .......,_______u... \ ,.. 1 --....._____I 13E1-1IND ORGANIZER OUTSIDE (P-1) AND INSTALL. ....1 PLAN VIEW ELEVATION SIDE HI/LOW DRINKING FOUNTAIN I (I: ll 1 .. ELEVATION (INSTALLATION CLEARANCE) Elm < 0 < S N C.T A.S LE. 0 HARDWARE BIN DETAILS 4 DRINKING FOUNTAIN DETAIL 00 ... SCALE N.T.S. 3 Z 1t W (1) , FULL 1-IEIGI-IT DIVIDERS (TYP) a ---1 UPON COMPLETION OF PROJECT GENERAL CONTRACTOR , G.0 G.C. NOTE: BACKSIDE OF BIN mus-r ESE • ,•• MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED ■ C '''. ' .• SCREWED TO EACH AVA I LABLE WALL STUD ALONG TOP EDGE OF UNIT (USE MIN. 2 STORE DRAWINGS (ARCHITECTURAL, MECI-IANICAL, 1 (iso) Calloie• < 0 ELECTRICAL, ETC) AND PLACE BLUEPRINTS INTO THE Cr) ......n SCREWS) (1)(7981--WWWZ:C4WCIZCI2WU-I a—LI-6W '1C: 8; : 141441-(3w111'538z:•, II F.-- .-I PLAN TUBE 1-1OLDER. ./' 1 • . , , 1 G.C. MUST PROVIDE AND ATTACH A LABEL (W I TI-1 Z (i) 'I:. 1 „ : CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE ,, ', DRAWINGS AND 15 NOT TO BE REMOVED WITHOUT THE LOOSE PVC CAP 11■10•1 . .... < *; '' ' ' , ,, CONSENT OF THE STORE MANAGER. (I) Firm 0 W , ' . '',., '*''',, I 1 ,•'' / . ENTIRE ASSEMBLY IS CONSTRUCTED BY TENANT G.0 z CD IN FIELD 1/4" DIAMETER THRU BOLT IAI I TN I II V 41-21116,..oto* j• TOGGLE (TYP OF 2) 0 0 Ii"\I"\ dlimil■-•._ /1111114.11i2■..-__ ■ ----- . , .• .. - A ., , . • . .• TYPE 'X' GYP BOARD _ ''.. .. •1.•. ..... •• ••• i '- • ••• •• •• .• '' '. •• ' •..• ; '' •• .;... -••:. ••• ::: •zt\ ', ,, •, •, x i b PAN HEAD SCREWS TO _________.„/"--\ \ . SECURE STRAP .1 , ", , •,,,• , n .,:„'. :14,........ 1 „,.„..„.t,z,L.,,,,„.,,,,,T1:::,77:'.T ''i /1 \ , , ----"-------------"-- d 11 . 3/4"X 2" POPLAR FIRE-TREAED /I LABEL 6Il , 2'10" MAX''1AX ' 3" DIA. TUBE ,,,, ,,,, i 1 PLYWOOD TRIM SCREWED TO 2 X 4 Fi: MAX MAX , 2 X 4 lb. : i I ' METAL STRAP (TYP OF 2) / .-11 Fri . , ,...... . . ... ... . . „....... .. . . . .,...... , . FIRE-TREATED PUNCH LIST TUBE 10 „ , . WOOD (\i f . , co HOLDER A •7 0 r I ‘ , ,, I . : , ? , , . , ( / / / ', G.0. TO PROVIDE / INSTALL I-IANDLE .......__T+1,7t 60 71_60 7 , i ,, ON TI-IE TOP CAP TO EASE TI-IE /A\ EXTENT OF ., • / . ., r , , , , , ,. ,, , • ,, a 41-0" HEAVY DUTY " . -1.0 / , REMOVING OF THE CAP. COORDINATE • / \ WOOD STANDARDS @ 24 0.C. 1-IANDLE SPEC WITI-4 PACSUN HOLDER 41-0" HEAVY DUTY STANDARDS , , MAX. CUT TO LENGTH AS TY \ ..., ., --6 „ . CONSTRUCTION MANAGER i @ 24" 0.C. MAX. CUT TO I \. ii., E .„..._ E.E; z 0 F.R.P. J-MOLD AT TOP ii'f'*II .11 REQUIRED. 7- AND BOTTOM OF F.R.P. ''' LENGTH AS REQUIRED. ,_Iv__ ..L,_. PANEL 3/ „ , : „..--) 1 * I : '• \ '0/, • '•„ ''/1I' 1/2" DIA. 1-40LE IN BOTTOM CAP ■c\I -N- 61j Lu C...) aljj ■ "CI ....n..... ...... a. 0 Z CC .. :, ,,....,_____,--, \I ft uj LIJ 0 5 .\1 6" DIA. TUBE , • Lii n Ex c...h.0 0 NOTE: THIS UNIT IS PROVIDED PVC BOTTOM CAP GLUED IN 0 1 II X 4" FIRE TREATED b _ . .. Z % 1-10RI ZONTAL WOOD FURRING % I -.„..0 ' 3/4" FIRE TREATED, 16" DEEP BY OWNER, G.C. TO PAINT PLACE, G.C. TO DRILL I/2" -('''N -I 1.I :. .: PARTICLE BOARD SHELVING ON LIJ !/ OUTSI DE (P-1) AND iNsTALL. DIA. 1-101-E IN CENTER OF ' STRIPS AT 24" 0.C. 7-•,...I -:-. BOTTom CAP .. I-IEAVY DUTY SHELF BRACKETS. 5 W .1 ,,, 122 Lc,51i5" 5 . '.. •. 41 . BAR BIN DETAIL SCALE N.T.S. 5 DRAWING TUBE DETAIL SCALE tp,r_o” 6 $14 44 ts , .3.- , ,,,, ,..,,,,,,,I,:,,,,,:,:.,F.,.::::: t*, -\ ' ',,/ ;1,!! 11,[ 44 I II X 4" FIRE TREATED :t4; 3/4" FIRE TREATED, 16" 41 DEEP PARTICLE BOARD ., . % RP-1 SHELVING ON 1-IEAVY DUTY sHOTRRliZpOsNTAATI-24W,00, 0D.c.FURRING ,H,.711, .,110 ,,tim,,, 1,1v 1-A _ 4, g) , _ . . . N . S1-I ELF BRACKETS. -,.. , 1J . '''' ;;;I't *el, , . z.p' rt,,, VAI 1,1 5/8" MOISTURE RESISTANT • N . . . GYP. BOARD PAINT P-1— e.-- . 4,,,•,i•:, 4 ,,,Ij''• • ' • • • N • . 48" 141G1-1 IAII-I I TE FRP 48" HIGH NI-11TE FRP irk WAINSCOT WITH TRIM CAP WAINSCOT W ITH TRIM CAP • • OVER 5/8" MOISTURE OVER 5/8" MOISTURE ABBOT STUDIOS F.R.P. J-MOLD TRIM (NHITE • •• , RESISTANT GYP. BOARD s:•1.......' ..LI'. . • ' • .. RESISTANT GYP. BOARD METAL STUDS PER SHEET A100 a.- VINYL) CONTINUOUS ACROSS • • (TYPICAL ALL WALLS) .. . (TYPICAL ALL WALLS) ARCHITECTS + PLANNERS + TOP EDGE AND ANY .= . • 5/8" TYPE "X" GYP. BD. OR CMU WALL EXPOSED VERTICAL EDGES Il) c. 1 DESIGNERS, LLC , lb T SURFACE. (VERIFY IN FIELD) ..4- . Nr. 'NN,NN, ..--,, , 130 E. CHESTNUT ST., SUITE 302 .‘ 'Z3 Zs) _ ,. t24, . --R .. -______ . ._ . , N . ' -.'.1- .. 1 1 -- .-----s. ) -- COLUMBUS, OHIO 43215 614461-0101 FAX(614)461-1107 4, 0" ‘,k F.F, .. , 1 ' . _._ I _ __ -.......H , . ' -4- ' --- . ' .........—.....--,,---....----------*----,—,-,—........„...,:-. ......-.......------- . , ARCHITECTURE •. , , . , , . : AR,c:: .. -...--. --- Rie-D A701 ' . • ' . - • . . ' ' ' 5_4 ' A701 . •. , •.• 5_4 •,F,p, `.1"/;' . • A& F.R.P. PANELS TO BE INSTALLED , . , ----; I ''1/4/ VVILIAINWED i AHD A43% \-* , • WITH CONSTRUCTION ADHESIVE . b.-.. • . . ' - r 'C: f 1! i ., • ‘ , 1 . . • • HEAVY DUTY SINGLE SLOTTED SURFACE , . • I 11 . • 1 44\..::‘) .1):' ,- . . . . MTD. HALL STANDARD W/ BRUSHED • ' .. . • ALUMINUM FINISH. SCREN TO FURRING • _ __43:4) ---r I I c, ot,i mFB , • 1 STRIPS NI 2 in LONGWOOD SCREWS El..."---------- --1---- . ."'.‘ ----- "" CI> , / ,Tfp 0 x 4" FIRE TREATED 1-10RIZONTAL WOOD FURRING STRIP AT 24 O.C. SCRE1A1 TI-1RU GYP. F.R. P. TRIM DIVISION BAR / \ T BU,BUTT-JOINT , 0 --L.3 -0 BD TO EA. STUD USE 2 #10 TEK SCREWS. USE • (SILVER) / , . TAPCONS IF ATTACI-IING TO A CMU SURFACE--------------- .• iCSATES smuts XX/XX/2009 , SCALE: ' AS NOTE ) A702 commti !Ws , . ' .. ,. _ AS _ . ,. STOC .1 ROOM WALL STANDARD DETAIL SCALE Eil FRP WAINSCOTING DETAIL 11111Minfila SCALE ' SCALE n wominii 8 TOILET ROOM SHELVING ELEVATION SCALE 4 i I '' - TOILET ROOM SHELVING SECTION mar.= o., 40090201212 ,..' ,..,, , ,•, s . , 3 t , ., COPYRIGHT NOTICE: ' • ' , These drawings and specifications are copyrighted and subject to copyright , ' protection as an''architectural work"under sec,102 of the copyright act,17 5 , ----------- uSC.As amended January 2003. The protection includes,without \ 70 . limitation,the overall forrn,arrangement and composition of spaces,arid v. , . 1O'- (G.1/4.B.,) 10°-9" (G.1",1.5.) I01-q" (G.1A1.5.) 66 101-01" (G.IAI.5.) vri , elements of the design Under such protection, unauthorized use of these l01—q11 (GiAl.5.,) . --- — , — , — . _ , ___ 4!)______. _____ . r _ ........_ drawings and specifications may result in cessation of construction,building trii[ . 1 seizure,and/or monetary!lability. I ___,....-- 1 n X 4" POPLAR - . . . 4 \ __,...._____ _,_ _ _____ _ .. 1 ` .\__________. STRAPPING - > , i „ • , __.------------ , 10 -- INSTALLED \-_, ) .....___„„...„. ....„,____________,_____________ ..... ._„..,,_______.......„......_ _____________ ____„.____„_„.... ..........._ „,.........„ ..,________ ___„.„,,, , ,.„ . ,,, ,. HORIZONTALLY 24" 0.C. (SECURE TO t,....`, , k • G.C. TO ELIMINATE TOP c•N 3/4" x 16" DEEP •-: . : NALL STUDS) 1 1 SHLEEALFRAIFIcCEODTE0 cLG. IA11-11TE MELAMINE .. REQUIRES ADDITIONAL ... SHELVING ON HEAVY I I rn DUTY 5I-ELF-.\1 (NO CHANGE TO . BRACKETS. ' , _ I ., STANDARDS OR OTHER .,. 'Z'D co . . • \ SHELVING) TYPICAL. 1 : -61 1 „ 1 il \c- . . - . -2-1 .... .......„ . , . ,. . \ . - ,,, ,,, ... • • ; ;, > , , M . • • ciI-6" HEAVY DUTY _ -:g ; 1 3/.4" X 16" DEEP ":.Q- I \ • • • .., , \_-) r . , ' WALL STANDARDS @ _I ,. IAIHITE MELAMINE SHELVING ON I-IEAVY _t - ..: ' i \ \ ., , • „:.: 24" O.G. MAX. CUT TO LENGTH AS ,• . DUTY SHELF 4 k.,.; .. .S - - 1 4 . • '11-6" HEAVY DUTY REQUIRED. BRACKETS. : -.• c1I-6" HEAVY DUTY . .ct 1' W24AoLLo.cS.TAMNAD)(A.STANDARDS ___ WALL STANDARDS @ 1 . -.1" WcIIA-6L.L" WSETAAVYNDADRUDSTY @ 24" O.G. MAX. CUT MIIIIIIIIIWI \ ''. \ 1 0 1-g" (G•1A1.153*) ,:".1114..1'.'..1.1.'*:''''.* ..011111''"1',.'. '''k‘-"‘ -1•1 TO LENGTH AS ..... _______-------1 TO LENGTH AS 24" O.C. MAX. CUT -. REQUIRED. 1 I REQUIRED, 0 1. • =0 TO LENGTH AS - --ZN • 1 (:) c0 ■ Ir .: REQUIRED. t - \ (4 • 7- 7 il (\t I , .. • -0 G11-6" HEAVY DUTY _ .....1 . _ : — - - - . I 0 z • __...1 ":s, WALL STANDARDS @ -61 •70 < 2441' O.C. MAX. CUT I- 3/4" x 16" DEEP Co . -I e ,.. / TO LENGTH AS WHITE MELAMINE _ \J 1 _ _ .__ _____ .. .... ___, i Nc., . r : . REQUIRED. SHELVING ON HEAVY DUTY SHELF --■Q ...1 — -.I - X -c-0-6 . , \ _.„,....,,,,,.._ ________,........_.,..„„.._....______________— ,,,,„ „,_,______„.... . , 4 1 1 • , NH Ai TN,.4G RSOADD ED3LREA CEKN EDT, \ BRACKETS. 1 1_2 . , ' 1 I-IEAVY DUTY I-IANGROD ________--------jn , z n 0 * AND END CAPS. 1 \ r 7,1 -. . ... 0 • .. b . , r <( i• '■ I CO . . - 1 1 1 X 4" POPLAR u_ I -• ;. , ! STRAPPING D , ELECTRICAL WORKBOXES . ci) _ 1" X 4" POPLAR . . N INSTALLED ..si . , . 1" X 4" POPLAR 1 • (SEE ELECTRICAL _I . C\I STRAPPING INSTALLED HORIZONTALLY 24" STRAPPING in ' , ' DRAWINGS THIS SET) - HORIZONTALLY 24" O.C. I . INSTALI-ED O.C. (SECURE TO m (SECURE TO WALL STUDS) WALL STUDS) \_. ) , _. _ ...._,..,,...... ____.._ , , - .. 1-10RIZONTALLY 24" O.C. (SECURE TO :;. ., MANAGER'S DESK 7 37 — —. •,,, \ i , , „,, 1 3 \ 3-,- ----, • • 4,4 WALL STUDS) PROVIDED BY TENANT \ 1" X .4" POPLAR , - '. AND INSTALLED BY STRAPPING t. TENANT G.C. INSTALLED . \ ..5 4 • • HORIZONTALLY 24" TN 1 '' - 1 . O.C. (SECURE TO ■Se 1.1 =0 ■ 4 ' • iN 1 WALL STUDS) .._ Nv 4 \ 7- i ' I I , 0 9 i 4 1 ••■ LLII k'N -,. ::, _ 9 \ . . cn . *. . 4 ) . : . • .:- '..; : ,• . . 4 \ < Ofte:) 00<mmuim C\I — \ , V 9 V . D Z ,...." ...„, _ 611 21-0" 21-0" 2`-0" 61i (NI 1 • h / #t" / 41' / / ., ' TO T-0 ,.• • /// ' \ V , 3 (P-9" AT END OF (11-ci" AT END OF ' . , • 4 \\ \ 9 = ,$) 1-4ANIGBAR RUN) HANGBAR RUN) 1 „ v • cv CI Z Z-.) \\ -6 = oi STOCK ROOM 1 --- IT; , , , ' 2 2 ///// 94 9 iN --& CO Iimani .\i . . 4" HIGH RUBBER BASE . . 0Z ,:::,c.Eaefi D 2 Li* .1 (.m:)) 1 LANDLORD CONCRETE . : d it ' 9 \9 -------------------- 4" HIGH RUBBER BASE ; ; z --4" HIGI-I RUBBER BASE . . . . SLAB WITH V.C.T. FINISH 41 411 HIGH RUBBER BASE , _ \_ . . N. _ — — —... V ., \- : s 'i. , I — -__ .s.,_ 10111111111111MIMANDIMINEIMIMP ' MINNIMMINNIIN \ICVIIMMISNIMINIMIND I I- 17% < 0 Lama < %mu, CD STOCKROOM ELEVATION (SHELVING AND HANGROD) SCALE 1" 1"-0" 1 HANGROD SECTION SCALE 1":1"-0" 2 MANAGER'S DESK SCALE .r..r,_0” 3 SHELVING SECTION SCALE 1":1"-0" 4 WALL STANDARD SCALE 5 i"...1"-0" Z * r. W (I) ...... Li j 0 --I Z I < or) .... (I) ,or ‹ ci: 0 Z 0 (/) i-- Ow Z (I) 0 1O'- " (G.1^1B.) W \ b` I • 0 . , S. c) . .1 \ Z ' ' , . 4 • % . •0 < . z' Z Ce * (r) '± 1 ' (r) 111 ."' LOU 113 t- CY- ii E CO , . > " I 1 , . . . z z . . , 0 , • , i" X 4" POPLAR .. CL : : ' STRAPPING INSTALLED , . ., . .& HORIZONTALLY 24" O.C. ■ , 1 1 (SECURE TO WALL STUDS) . ..s, 1 __ ,... 9°-611 1-4EAVY DUTY z cc 0 1.11 WALL STANDARDS @ - 2 uj REQUIRED. u0I.RCE.DM.AX. CUT EL C.) Z CC . , TO LENGTH AS uj in 0 5 Z jijUj ; Eicer: c."-11—uj> ; ' \ 0 j= .. 1 , L.L.i 5 u-1 LIE ocl 3/4" x 16" DEEP t . 3/4" x 16" DEEP fr 5 'e.g. ci..: cc.g -f..i WHITE MELAMINE WI-IITE MELAMINE [ SHELVING ON 1-IEAVY .., . SHELVING ON HEAVY DUTY SHELF DUTY SHELF - BRACKETS. BRACKETS. Vilig, cV-6" HEAVY DUTY 1%,-4--21,:: WALL STANDARDS @ \ 24" O.C. MAX. CUT ' ., __ __.;.,I ,o,,,q; c , *Iji TO LENGTH AS 1" X 4" POPLAR ::•„',' 0; C';'*1 REQUIRED. : . STRAPPING INSTALLED 7, 5 NIA. 4.11: ■■•■•■■10.■ 1-10RIZONTALLY 24" O.C. :1;11,,;,;',•-•, ''''14,.111 ' ' I • (SECURE TO IAIALL ,,,, ' t 11 . STUDS) i , 3/4" A/C PLYWOOD ABBOT STUDIOS FROM FLOOR TO 6'-0" ; ':1 - ARCHITECTS + PLANNERS + ,.. STANDARDS AT BAR BIN .'▪ ill LOCATION (PAINT P-1) 1 _ DESIGNERS, LLC I. c;„ •, 130 E. CHESTNUT ST.,SUITE 302 1.--- I . . , ', '$1, COLUMBUS, OHIO 43215 ,, - '$: , '1 '''Ail 1 . 'ft , 614461-0101 FAX:(614)461-1107 , ,, ........._______ ,. — ..F. . ., ‘,,) , \Q , ,, 1 •: .0 1., ARCHITECTURE :"I. 1•J ,.,,,1 -BAR' BIN BY TENANT G.C. , --8,.--------HARDIAIARE BIN BY i . TENANT G.0 SEE DETAIL ,,,,. .)-‘1,_ED AR An, / SEE DETAIL B/A702. i 1 . , , ,. 4/A702, , C.:\ (...„4, . ,■ , t . ., : i H`Ci WILLIAM OVV.X7;,.. : L ) .„,, ...., CONT. 20 A. BOTTOM . 1 CONT. 20 A. BOTTOM i... - r ,, ; ,---) , ..;',; TRACK WITH 'HILT,' DN , 1 TRACK WITH 'HILT!' DN 0, ‘ , ,,....-- ,, . .0: OR DS S1-10T PIN INTO . . - • , , OR DS S1-10T PIN INTO • ' \i \\ ' it . . - • 0: SLAB AT 24" O.C. SLAB AT 24" O.C. t GL\OMBUS,OHIO . -ot - • . . - . . (i.C.I3.0. #2388) . (1.C.5.0. #2388) (P), 5i ... . -, 5; ! .$ ‘747Y7, (P .i 5; BASE ---4" HIGH B-2 BASE 47 OF (3 --' 0 4 4 is 11 ' *I,S ' —',I to -t3-O 9 t ' I _________ -4, ,„ DATES 6i4aers . xx/xx/2ooci SCALEs • AS NOTED A 03 DRAWN SYs AS NOT USED ' SCALE 6 SHELVING AT BAR BIN I! SCALE 91. II a ff SC ALE 7 SHELV. (12) HARDWARE BIN 8 —, OP.., I,_,19 PROJEC'T No.: 40090201212 i , . „. riCIOT E.- I 111 IS THE RESPONSIBILITY OF THE. GENERAL CONTRACTOR 4 TO PROVIDE E AND INSTALL FRAMING AND BLOCKING PER ARCHITECTURAL DETAILS FOR PROPER SUPPORT OF AUDIO -NEN TENANT DUCT CABINET. THE AUDIO INSTALLER SI-IALL INSTALL CABINET MOUNTED TIGHT TO GIP, BOARD CEILING. ,1 w , PER MANUFACTURER'S INSTALLATION REQuIREriNTs. THE• ' INSTALLER SHALL ASSUME ALL RESPONSIBILITY Y AND - 1 LIABILITY FOR INSTALLATION METHODS IN MANUFACTURER'S 1 ' • [INSTALLATION INSTRUCTIONS. ___I . „ ' h. COPYRIGHT NOTICE: , 3 , , , i--3/4” x 16" DEEP NI-I ITE ---1" X 4' POPLAR STRAPPING i --61'-611 I-IEAVY DUTY NALL 3/4" x 16" DEEP WHITE These drawings and specifications are copyrighted and subject to copyright , 70 MEL.AM I NE SHELVING ON INSTALLED HORIZONTALLY 24" 0.0 STANDARDS @ 24" O.C. MELAMINE SHELVING ON , protection as an'architectural work"under sec.102 of the copyright act,17 r" u.S.C.As amended January 2003. The protection includes,without 31-0" HEAVY DUTY SHELF (SECURE TO NALL STUDS) SEE MAX. CUT TO LENGTH AS HEAVY DUTY SHELF / BRACKETS. REQUIRED. BRACKETS. . limitation,the overall form,arrangement and composition of spaces,and . 10$-'111 (G.liq.5.) thh 10 -q" , thik 101-1" DETAI L 1/A703 FOR DIMENSIONS . elements of the design. Under such protection, unauthorized use of these 4iti, ......................—Nr....................--......................_................. , „, ''''''-.. ,,..----' , IV(G.lAi.13.) . 1-j(( .N.B.) ' , drawings and specifications may result in cessation of construction,building gri -Q --?. “r- 1 i- , - , I 1 r ,1 seizure,andior monetary liability. I .--:%\--- -I" X 4" POPLAR ,,, _ L1-. . ....1 t I . ,„. 011-0 3/4" 7:14 IL" +I > (5sT IERcAuFRPEI N:INSTALLED NALL : __. , . , 1-10RIZONTALLY 24" O.C. — ■...., , B.O. G.W.B. 41 0......."...imi AUDIO 1 STUDS) SEE DETAIL I - , 3/411 A/C PLYWOOD CABINET 1/A703 FOR DIMENSIONS (PAINT P-1). G.C. SHALL 7s1 73 • I ■ AM NC 05U a' SECURE TO WALL 1A11 TH J 1 '--it . 7st_ :____-------, CONSTRUCTION ADHESIVE I I 21-0" EQ. 21-0" • 21-0" 2'-o" 2 EQ. 2 1 AND #10 TEK SCREW @ / n it n ii — i 11 EACH STUD LOCATION III I II 21-0" 21;1. 21-011 110— F Dli 21----0"-"— 21-0" 21-0" 21-0" 2 -0 1 21-011 21-0" F.D. 611 . g 4 URE AUDI 4 CABINET WITH IIIII IIIG IIG 1- AND @ 12" ON CENTER =,:s, 3/4" X 161° DEEP WHITE _ ___, .......h. i (VERTICALLY). SECURE J I I I TENERS S PPL I ED BY VE DOR ." ', I MELAMINE SHELVING ON _ , . . , , DOR SUPP il I ED IN STRUCT I MS - _ NI PLYWOOD TO WALL. TRIM HEAVY DUTY 51-IELF 1X4 STRAPPING, DO NOT i 1 BRACKETS. r -zo - , L I 4 INSTALL PLYWOOD OVER 611 21-0" mii 21-On 2'-0" 21-0" I 2I-O" I .D. Lo STRAPPING. --?..st , 611 6" 1-IEAVY DUTY WALL 0 HEAVY DUTY .slic----- s 1 HANGROD AND END t I TEL i l'NE AND STANDARDS @ 24" 0.C. _---------j _ NOTE TO G.C.: -E- MICROWAVE CAPS ON HEA i . I . ...9 PO .0 TLETS MAX. CUT TO LENGTH A5 DUTY NANGRo , II II ii ii II THE AUDIO CABINET ON SHELF 1 (SE 1; C. DNGS.) REQU I RED. BRACKETS. —IL_ _ __II— _11_ . ......_ — --\, _._ _ _ WI DE x 31" 1-11G1-1 x 27" I:3 iter-- _j DEEP. THE GENERAL =Ns. — ----"" ------ 1 /1i I 1 , . l'- AUDIO a a (.? -{j 2 M""I 1 - ,0 .0 CONTRACTOR SI-IALL - — 14 1 r i CONTROLS J.... L 1 II II II 7.s. 0._ .1 zo ENSURE T1-AT THE co ..... .1., N-''. 1 4 w ',.. — ti) IL_ _ _II_ _LI_ .-- 4 1:73 ummummil THERE WILL A CLEAR '-:s, . w 4 cn AREA AT ELECTRICAL w - 10 0 0 ■. WALL FOR THE AUDIO A' -6 IF-----------)- - ft 4, . 1 CABINET. THERE SHALL 7.1 :I NAr ,., Lo ____ co ---, z 1 II II II I -1 - BE NO CONDUIT, WIRING, — REF'I GEINTOR .... 0- _ _IL _II__ _ _II__ _ _ EQUIPMENT T, FRAMING, a 0 FLOOR> : ,rai, .. . . ,i, X 4" POPLAR STRAPPING -"*------DASHED LINES - -in N i ci1-6 11 HEAVY DUTY WALL NOTC SHELVING AROUND =..s1 m INSTALLED HORIZONTALLY I INDICATE MOVEABLE , 1 ETC. THAT RESTRICTS in 4Il qtGI.4 -in' u_ STANDARDS ii) 24" 0.C. COLUMN ENCLOSURE 4" H IC-44 --(Nt 51-IELVI NG IN FRONT ° MAX. CUT TO LENGTH AS 24" 0.C. (SECURE TO WALL THE INSTALLATION OF RUBBER Z ED 1 El -1 (4) DRAWER FILE RUI3E3ER kJI REQUIRED. STUDS) OF WALL SHELVES. CA13INET Er( OWNER BASE I THE AUDIO CABINET. BASE < 1 Liwww. ..... ._. 7 01 )1/4 II 1 * \ \ lommi SAFE 13Y OWNER. G.C. MANAGER DESK PROVIDED BAR BIN 13 IN BY HARDWARE 81N I3Y TENANT COLUMN ENCLOSURE 4" HIGH RUBBER TO BOLT TO FLOOR. BY OWNER, INSTALLED BY TENANT G.C. SEE G.C. SEE DETAIL 4/A702. BASE TENANT G.C. DETAIL 5/A702. , SCALE A STOCKROOM ELEVATION SCALE SCALE ELEVATION AT MANAGER'S DESK 1 -0" 1/2":1"-0" B STOCKROOM ELEVATION 11O" C w Q 00 D Z 0 , 21-011 6II 31_611 F,D. 21-o" 21-0" 2'-o" 2'-0" 21-0" 21-0" ,_11 F.D, 1°--91' 2'-o" 21-0" 21-0" !I_011 611 C$ Z mirommt / 101-Cr ( .NB ) .A#' / / ______ , = ...„ - 1 " G.VI 113".)X 4" POPLAR CI) 0 Him i X 4" POPLAR 1 Ili X 4" POPLAR 0.-- . STRAPPING INSTALLED STRAPPING INSTALLED co ii: t - , t j STRAPPING INSTALLED HORIZONTALLY 24" O.C. HORIZONTALLY 24" 0.C. -i-"N -- i-IORIZONTALLY 24" 0,C. -7-1 (SECURE TO HALL (SECURE TO NALL + > ,..... (SECURE TO IALL Z C*0 STUDS) SEE DETAIL STUDS) SEE DETAIL ' STUDS) SEE DETAIL LLI W I/A703 FOR DIMENSIONS 1/A703 FOR DIMENSIONS 1/A703 FOR DIMENSIONS I Ct mil 3/4" x 16" DEEP 1A1HITE /171 ..si ..z.g, , I . ..Q — 1----- -I r--- i MELAMINE SHELVING ON 7...'- " 3/4" x 16" DEEP 1A11-11TE HEAVY DUTY SHELF MELAMINE SHELVING ON BRACKETS. 3/4" x lb" DEEP NI-I I TE HEAVY DUTY S1-ELF (w19 Cif) MELAMINE SHELVING ON I III BRACKETS. W 91-6" HEAVY DUTY WALL a.- HEAVY DUTY SHELF „sza 1 wilimit 1 II 733 Ar---- I7 1 STANDARDS @ 24" O.C. I 1 i \J BRACKETS t 7- Z a ...1 MAX. CUT TO LENGTH AS 1 IP 1111111111111111111 REQUIRED. ■, 0 w. 91-6" HEAVY DUTY WALL U...1 , = -,..._ STANDARDS @ 24" O.C. 1 (fa.) dioroCt < C 91-6" HEAVY DUTY NALL . - 1 •1 1 MAX. CUT TO LENGTH AS 3/4" A/C PLYWOOD FROM ..- STANDARDS @ 24" O.C. J.7-- 71') REQUIRED. < CO FLOOR TO 6'-0" A.F.F. MAX. CUT TO LENGTH AS , , BEI-1 I ND STANDARDS AT REQUIRED. i BAR BIN LOCATION (PAINT =0 P-1) I '6 F- _I ......• 0 7sle NALL. MOUNTED DRAWING TUBE BY TENANT G.C. ' 0 REFER TO DETAIL 6/A702. .,. _ ,, ,, ,, . , • i i BAR BIN BY TENANT G.0. a. I i 1, U co v -s-- 1-- Q z REFER TO DETAIL 5/A702. DASHED LINES n 4 1-IEAVY DUTY WANGROD .2. .,-- c NDICATE MOVEABLE t AND END CAPS ON I I i'n 1 6- 4" HIGH ZN SHELVING IN FRONT HEAVY DUTY HANGROD w OF NALL SHELVES. 01 RUBBER BRACKETS. '— BASE < i \ \ - C) C) - 4" HIGH 4" HIGH BAR BIN (BEYOND) z RUBBER RUBBER BASE BASE ce w co 2 D Z Z 0 iT) STOCKROOM ELEVATION SCALE 1/2":1"-O" D STOCKROOM ELEVATION SCALE 1/2":1"-0" E STOCKROOM ELEVATION 1/2":1"-0" F w ee ,-.. z 0 Q > >- ,,,F- ..> g w L ze r= ,-- i., a_ c..) z tY al WO E5 u j 0 ce 0 w en z > CD c3 .,--'> i= , --) e3 51-0" CLEAR FOR DOOR /II 11_011 F.D. 21-0" ,r 2'-O" 2'-O" 2J-0" 11_011 /II WI cT•.)C 4 8 ir f' / 1 ' / f / ' /' ,r : ni I. loi-cin ob, _ci-O 10'-c111 — n i - "I III X 4 POPLAR I" X 4" POPLAR 1.- 1 T , .„. ir,",, co — -8 1/411 STRAPPING INSTALLED STRAPPING INSTALLED j 71:1 •B.O. SEAM HORIZONTALLY 24" 0.C. HORIZONTALLY 24" O.C. - •...._... 61'-0 3/4" k NCLOSURE) (SECURE TO WALL (SECURE TO WALL N [ ... (B.O. G.W.5. BEAM ENCLOSURE) ".... , STUDS) SEE DETAIL I/A-703 FOR DIMENSIONS STUDS) SEE DETAIL I/A703 FOR DIMENSIONS sii. „,:;!),-;;;-11.,,,,,,:14,,i-,-,41.4t,,,i1,1:1_,h_o;; .,:1-1 i 1 0 - 4 ..... 3/4" X 16" DEEP 14-11TE 3/4" X 16" DEEP 1A11-11TE .-.1.1. „Li, MELAMINE SHELVING ON MELAMINE SHELVING ON / I I-IEAVY DUTY SHELF BRACKETS. I-IEAVY DUTY SHELF BRACKETS. ., ABBOT STUDIOS -I I mill i 4 i -I , It ii.. ,, , , zo 1 ARCHITECTS + PLANNERS + ,. , Lo DESIGNERS, LLC 0 qi-6" HEAVY DUTY NALL 91-6" HEAVY DUTY WALL .- \ t I . _ STANDARDS @ 24" 0.C. STANDARDS @ 24" 0.C. tNi — F.R.P. WAINSCOT 130 E. CHESTNUT ST., SUITE 302 1 MAX. cuT TO LENGT1-1 AS MAX. CUT TO LENGTH AS To UP TO 46 A.F.F. COLUMBUS, OHIO 43215 REQUIRED. REQUIRED, , 614-461-0101 FAX:(614)461-1107 - ,i -1- , HEAv r DUTY I-4ANGROD-------„ 1 ' - ARC;.--11 TECTURE , I- 1 _ _ _____- , -a_ , 1 AND END CAPS ON ..t -14 i I 1 .. . , 1,4F.:AVY DUTY HANGROD ... ........_ ......._ _..... ...., [,:-: L-2, ("(.-:' / ED A 5RACK ET 5. I Oi . 0 I Z°Ali 1. 'CS) WILLIMVI 'WARD t 57., ' r•-• Z , 1-1I-LOIA1 DRINKING ,,, r.: .' , , A 1 ii i / ' rn M = HEAVY DUTY WANGROD , 1 AND END CAPS ON FOUNTAIN - REFER TO I / , i \ ,,,,' •n ou- 4" NIGH HEAVY DUTY 1-IANGROD DETAIL 3/A702. i 1 / 01 RUBBER BRACKETS. I i , / '.* CP),, BASE w dOLLIM. ,,Olib . ii1 ,,, 1 . \A \\ . ,,,,,' \ . , , ll'ip ($) —METAL CORNER GUARDS NON-SALES DOOR - OF (.):?%, ' - REFER TO DETAIL 4/A700, f 0 DATE: Owurf, XX/XX/2009 , SCALE . : AS NOTED A 7 0 4 DRAWN BY: , . . AS SCALE : ' SCALE STOCKROOM ELEVATION 1/2":1"-0" ' G STOCKROOM ELEVATION - H 1/2":1"-0" PROJECT Noes 40090201212 , , , I 1212 , , , ! , , , r . ; i TENANT E.C. SHALL INSTALL ly I , '. 1 I i A DUPLEX RECEPTACLE I COPYRIGHT NOTICE: H I BEHIND EACH MIRROR AS I I 1 SHOWN IN MIRROR ELEVATION I' I (TYP) These drawings and specifications are copyrighted and subject to copyright ® ON SHEET E200. TYP :• protection as an"architectural work"under sec.142 of the copyright act,17 '--� - ) u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and r. design. such protection, unauthorized use of these B - _ _- ,_ ..-. . _ _ __.. _�_. -. ___._ _-_.. _ _ drawings and specifications may result in cessation of construction,building• - — 1) -__, i I► i GN2 I► seizure,and/or monetar liabilit � ► E1 00 4D 1 I y ' y. L-34 _ A @VA V 1 L-32 •VAV-1 E100 I - --= 0 L-24 - - - - s C0 v I C L 13 6 1 • ..._ L 20 4. N ri `STI �- ,•® 2 7 4.5 G 1 IT G AG1 ,:''® - - G2 - , L „__ < ;,s w 1 ,an 11► I 1 �;;#:-.*-T . 1 III 1 '• ��- E1oo - L-16 'i i ,1 0 L-30 1 1 , • , ID - --- 32 V E100 I 1 Ago. Iiir L 4 —10 Ale, F 0 1 1 L-18 TSa� I • L-8 4DVAV- E1 00 AG1 eh> , : - , J- - 7 ._ . 1 . 4 1 nn __ r B s , Li I E100 A l 1. G - r '-- - El f r !TT4,--;, -7_:-_-;•:-_i L-z.,2,;,: i-, _ _ 1 , : I_ r WB1 I _ E 111 :; G2 ' — ME — MME a - - - - - - MI � i N GN2 . n- W81 f ... , GN2 ._ "' f H .- t• &S .. - ._ ..-- T1 a W81 w.... < Immill ' _ _ @STI - M.. : ! - 1 OVAV-2 , L-3 ' GN1 1I► i 1 i iii • 2 eVAV-2 L-14 w POWER PLAN Et , , 1/4"=v—o" , , 0 Z , (i) 0 (-„, (..9 CN Z L-39 ,� = L.V. limn W iD L-36 TEL C4J F.... DATA - - - 31 I 4.4. ,.K• *T " L-2,6 PWR --}; DATA ' I POWER CODED NOTES 0. .. TEL. 1 „_,_,�_�� L.V. 0 ® z n O i/ TO NEAREST — — — — J (ijJ—BOX FOR STOREFRONT SIGN POWER. VERIFY EXACT LOCATION IN FIELD. it i.i ADJACENT WALL I i i 2 CONVENIENCE OUTLET MOUNTED IN WALL AT +18" A.F.F. WHITE WITH WHITE COVER PLATE. I i� OR COLUMN. „jj.., 3 rt 1U-1 TEL DATA JACKS IN CASHWRAP COUNTER (RJ11 & RJ45). RUN 3/4"C. WITH PULLWIRE TO T.T.B. (11) < Z i-ill MOUNT TO UNDERSIDE OF SHELF. SEE SHEET E101 FOR LOCATIONS. i! cjitti 4 DEDICATED QUADRUPLEX OUTLET, (HUBBEL OR EQUAL) WITH ISOLATED GROUND, MOUNTED IN (a CASHWRAP COUNTER ® 10 3/4" AFF TO BOTTOM OF OUTLET, TIGHT TO SIDE AND BACK OF CABINET. Hil SEE SHEET El 01 FOR LOCATIONS. O j __ I 0 QUADRUPLEX OUTLET MOUNTED IN CASHWRAP COUNTER. MOUNT TIGHT TO SIDE AND BACK OF ,_ 010 3/4 AFF CABINET, SEE DETAIL FOR EXACT HEIGHT TO BOTTOM OF OUTLET. 1'-5 1/2" AFF© ©10-3/4" AFF 0' PUSH BUTTON MOUNTED IN CASHWRAP COUNTER CONNECTED TO BUZZER NEAR STOCK ROOM DESK. SEE DETAIL FOR EXACT LOCATION. SHELF 4D 7 RIGID CONDUITS STUB-UP 2" ABOVE SLAB FOR ALL CASHWRAP SYSTEMS, ie, OUTLETS, TEL. DATA & W LOW VOLTAGE SYSTEM). EXTEND TO THE DEVICES AS REQUIRED. GANG ALL CONDUITS TOGETHER 0 AND RUN TO THE DEVICES. CONDUITS IN CASHWRAP SHALL BE CONCEALED FROM VIEW. PRIOR TO SAW ,' CUTTING VERIFY EXACT LOCATIONS WITH ON SITE LANDLORD REP.RUN ALL ELECTRICAL, PHONES, AND LOW VOLTAGE SYSTEMS IN 3/4 RIGID CONDUITS TO STUB-UP. W4 4D < 3'-6"•. � -� —�3�-9.5�� !� AREA OF CASHWRAP. RUN UNDER SLAB FOR STUB-UPS IN CASHWRAP COUNTERS (BOTH SIDES) w ' SAFE DESK 10-3/4 AFF VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW CUTTING) COORDINATE WITH MALL CO IN 1'-5 1/2" AFF a AUTHORITIES PRIOR TO COMMENCEMENT OF WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY 2 WITH MALL REGULATIONS. RUN CONDUITS TO NEAREST ADJACENT WALL OR COLUMN. (VERIFY). Z z SEE SHEET E 101 FOR O PULL BOX ABOVE CEILING FOR CONNECTIONS TO CASHWRAP STUB-UPS 0 D ELEC. AT S.R. DESK " > ADDITIONAL CASHWRAP DETAILING 10 1/2" EMPTY CONDUIT WITH PULL STRING FROM THERMOSTAT/SENSOR TO UNIT IT SERVICES. VERIFY W E100 N.T.S. REQUIREMENTS WITH MECHANICAL CONTRACTOR. CL 11 ELECTRIC BUZZER MOUNTED IN CASHWRAP, "EDWARDS" CAT. NO.720 DIXIE BELL, AC. CONNECT TO PUSHBUTTON AT SERVICE DOOR. VERIFY EXACT LOCATION WITH PACSUN. z o W A CASH WRAP POWER PLAN 12 LOW VOLTAGE BELL WIRE IN 3/4" EMT CONDUIT BETWEEN PUSH BUTTON AT SERVICE DOOR AND w Q > g W BUZZER AT CASHWRAP AREA. W W o 0 POWER PACK LOCATED IN ENTRY PIER (SEE ARCHITECTURAL E100 N.T.S. z > cn % g> 0 STOREFRONT SHEETS). G.C. TO INSTALL THE FOLLOWING AT 13 DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT, WHITE W/ WHITE COVER PLATE. COORDINATE p H z z ; o 7 THIS LOCATION: LOCATION WITH TRACK LIGHTS IN SOFFIT. ° Q z� ROOF OR FLOOR ABOVE. U z W_ W = w o 1. STANDARD DUPLEX OUTLET 14 DEDICATED DUPLEX OUTLET MOUNTED AT 11'—O" AFF FOR SENSORSENSE ANTI—THEFT SYSTEM POWER. w ~ ' g a d ,;: 2. THE CIRCUIT MUST BE: PUSHBUTTON, SEE FLOOR PLAN COORDINATE ADDITIONAL SYSTEM INSTALLATION REQUIREMENTS WITH TENANT GENERAL CONTRACTOR. m ° o r A. 24 HOUR DEDICATED FOR LOCATION. EDWARDS #852 REFER TO SENSORMATIC DETAIL ON THIS SHEET. I " B. NON SWITCHED BLDG. u C. LESS THAN .5 VAC BETWEEN NEUTRAL AND ? OPANEL STRUCTURE E. THE CIRCUIT o o o MANAGERS DESK BUZZER COVERPLATE "HUBBEL" #SF3925 OR APPROVED EQUAL. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. CANNOT SHARE THE NEUTRAL OR GROUND EDWARDS #720 DIXIE BELL 16 APPROVED '�MIS F. DO NOT CONNECT THE GROUND TO THE IG CIRCUUT PANEL GROUND IS CONNECT TO NEAREST 24V O ELECTRIC BUZZER MOUNTED ON WALL ABOVE STOCKROOM DESK, EDWARDS CAT. NO.720 DIXIE BELL, SUFFICIENT. 120V, CONVENIENCE SEC AC. VERIFY EXACT LOCATION W/ OWNER. UNISTRUT SUPPORT O , r RECEPTACLE CIRCUIT. 17 _ N W--7 0 o SALES BUZZER AT CASH WRAP, J-BOX ON WALL AT 88" A.F.F. IN STOCK ROOM. """` UU „ r 8 EDWARDS #720 DIXIE BELL 18 DEDICATED DUPLEX OUTLET (HUBBEL OR EQUAL) WITH ISOLATED GROUND MOUNTED AT 3'-9.5" AFF IN ❑❑ 3/4 SWITCH RED DOT #VXG-21-C WITH A ❑❑ / CONDUIT SENSORSENSE CONTROLLER STOCK RM/D.M. OFFICE DESK. ph On Excellence 100W A-21 LAMP. qp u NOTE: VERIFY EXACT MOUNTING 19 QUADRUPLEX OUTLET MOUNTED AT 3'-9.5" A.F.F. IN STOCK RM/D.M. OFFICE DESK. M•Retail Engineering, Inc. �--� 120V TO 24V SYSTEM w '; LOCATION IN CASHWRAP FOR I I q o => SENSORSENSE CAP BOX TRANSFORMER IN NEMA 1 BELL & PUSHBUTTON WITH 20 FIVE (5) GANG AND SINGLE GANG JUNCTION BOXES AT MANAGERS DESK FOR BOSE SOUND IF BUILDING STRUCTURE IS MORE II N „ ENCLOSURE. EDWARDS #592 CONSTRUCTION MANAGER PRIOR SYSTEM CONTROLLER. SEE DETAIL THIS SHEET. REFER TO SHEET E501 FOR COMPLETE THAN 7-0" ABOVE FINISHED ELECTRCIAL REQUIREMENTS. 750 Brooksedge Blvd. CEILING, INSTALL A RED DOT TO ROUGHIN. Westerville, Ohio 43081 LIGHT FIXTURE #VKG-21-C WITH I �" r� PHONE 614.818.2323 - I I LLOCATION B 21 PROVIDE TELEPHONE JACK ON PRIM LINE FOR DMX MUSIC. VERIFY EXACT REQUIREMENTS WITH MUSIC FAX www818 corporations.com A 100W A 21 LAMP ON A 3/4" OF SENSORSENSE CABLE PROVIDED DELIVERY BUZZER SCHEMATIC SYSTEM PROVIDER. CONDUIT SUPPORT STUB. EXTEND I I AND INSTALLED BY VENDOR. E100 N.T.S. 22 DEDICATED QUADRUPLEX OUTLET FOR BOSS CONTROL SYSTEM. SEE DETAIL THIS SHEET. STUB DOWN SO LIGHT FIXTURE IS 0 NO MORE THAN 7'-0" ABOVE E�� ACCESS DOOR � �� FINISHED CEILING. 1����? i'� 2'-6" " 2'-6"" 23 TELEPHONE JACK AT 3—R.5 A.F.F. FOR COMPUTER SYSTEM CONNECTION AT STOCKRM/D.M. OFFICE 3-0 X 2-6 Ir�r-ll 1. ONE INCH PVC CONDUIT TO BE INSTALLED IN PIERS ONLY FOR THE SKYGUARD '� DESK. RUN 3/4 C. WITH PULLWIRE TO T.T.B. ,* "O� iLJLJ' SENSORSENSE CONDUIT EAS SYSTEM. PLYWOOD ,� " ENGINEER ,�Ok A. ' 6% �nr� N f 1�9r41 " " 24 STORE TELEPHONE JACK AT 3-9.5 A.F.F. AT STOCKRM/D.M. OFFICE DESK. RUN 3/4 C, WITH e O� , 2. G.C. SHALL SAW CUT 1/2 X1/2 KERF IN SLAB TO BURY EAS CABLE. ..��... —SENSORSENSE CABLE 3. CABLE TO BE BURIED IN SLAB WITH SHALL BE COVERED WITH CONCRETE oBACTEKINLEG PHONE JACK PULLWIRE TO T.T.B. w 59875PE „(V PATCH. " i "� 25 G.F.I. CONVENIENCE OUTLET MOUNTED IN WALL AT + 48" AT TOILET ROOM. °• 4. VERTICAL CONDUIT SHALL STOP 6 ABOVE FLOOR. @QUADRAPLEX _ LEVI TON #5299—I 5. CONDUIT NEEDS TO BE A MINIMUM OF 4" FROM ANY METAL OUTLET 26 J BOX FOR COMPLETE CONNECTION OF WATER HEATER. VERIFY EXACT LOCATION WITH PLUMBING �� TRADE. PROVIDE DISCONNECT PER N.E.C.COMBINATION SINGLE POLE ® _ _— _ 6. A PULL STRING SHOULD BE INSTALLED DURING CONDUIT INSTALL. \ SIN 12.19gq I SWITCH AND GFCI OUTLET r — — -- — . z BOSE CONTROL 1" A. �6_ i IN SWITCH BOX LOCATED rc-i SYSTEM 27 2' x 4' x 3/4" PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.). PROVIDE 1 E.C. TO TELEPHONE 10 F.G0141)'\71. O 1 �p COMPANY POINT OF CONNECTION. BY CEILING ACCESS GROUND FLOOR G1 frei 1 PANEL/AIR DEVICE. 3/4 CONDUIT TO 1. ONE INCH PVC CONDUIT TO BE INSTALLED IN PIERS AND WITHIN CONCRETE RECESS MOUNT 5S BOX 28 QUADRUPLEX OUTLET MOUNTED ON OR NEAR T.T.B. PROVIDE W/ STAINLESS STEEL COVER PLATE. 120 VOLT CIRCUIT. -�— UNDER BOSE CABINET -- ' SEE FLOOR PLANS SLAB FOR THE SKYGUARD EAS SYSTEM. '- ``t FOR CIRCUIT 2. CONDUIT TO RUN STRAIGHT ACROSS AS INDICATED. 2" FOR CONTROLLER 29 PUSH BUTTON MOUNTED AT +48" A.F.F. FOR CASH WRAP AREA BUZZER. NOTE -WHEN ATTACHING METAL FRAMING 3. CONDUIT TO BE BURIED IN SLAB WITH NO MORE THAN 2 OF CONCRETE OVER NUMBER. TO FLOOR, INSURE THAT NO ANCHORS 30 STOREFRONT CIRCUIT. WIRE THRU TIME CLOCK. REFER TO SHEET E300 FOR ADDITIONAL INFORMATION. DISRUPT UNDERGROUND CONDUIT THE CONDUIT. 4. CONDUIT IS TO BE FLUSH TO THE COLUMN AND FLUSH TO THE FLOOR. 31 TENANT ELECTRICAL SERVICE LOCATION. SEE SHEET E300 FOR SINGLE LINE DIAGRAM. DATE: SWEET:F VAV LIGHT RECEPTACLE E SENSORSENSE DETAIL 5. CONDUIT NEEDS TO BE A MINIMUM OF 4" FROM ANY METAL BOSE CONTROL SYSTEM ELEVATION 1O/16/2OO E100 N.T E100 N.T.S. E100 N.T.S. 6. A PULL STRING SHOULD BE INSTALLED DURING CONDUIT INSTALL. c-). HVAC EQUIPMENT VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. REFER TO HVAC SCALE: .S. CONNECTION SCHEDULE FOR CONNECTION REQUIREMENTS ON SHEET E300. E 1 00 DRAWN 8Y: LTH PROJECT No.: 910024 ____________ , 1 2 1 2 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. A B-. Cam. D . _ ._••_ -_ _ - _ ...-_ 11"-3" TO WALL 2'-9" II r CASH WRAP 18 19 20 8 El . . , ,... I r , III I 'i 9 I i - - - • 4.10 i A_ • r . _ 17.._ ___m._ . 1- 19 16 A. : II 20 BIGGER , NOTE: CUT NO BIGGE THAN 6" WIDE WITH 1 . __..___w____._-____ 3 3/�4 MINIMAL OVER CUTS ■ REBARB �R .-.�.�..= �. --- ------- _ _ ------__._ _._•. _ _-._ -• _._ - - - ..--. ..__• ■ _t AND REPLACE ' IIII ------t_L-_-.-_. ' No 6 Y C 4S 1 i If y i 4 •.. A B-4:: C D • i x E , F P . . } i , i p { , s 4'-6" , i . FF i MIONIMI n - - Ill . , _„. . „ . n - - . .r 8 I I El . . ,: -N Eill , . .„___ . ._ . __ . _,_ r,r , 4 4 , , ,. , . , . . , , , , . . . , 3� » - 2 ,, , .i in H . I. 1111 ,, II . : . .r .t . . iii ., el , , ., :, .,___ :. . LU • 10 ii 10 / CI!: 4 10 10 3/4" it' -,,, *‘, , . , • © 6 , f ,i ,' , : I____ � 6 s . , ' a Z SECTION A SECTION B SECTION C SECTION D r 19 . Ci) 20,„ 6. . CNI Z LD CAS WRAP II L LLI , 0 fit CN It... H 0 0.. CASH WRAP CD Q Z C) ct (I) W A Br C J , C.) (f) < = Q (/) 1- : . , . . . , . .,... W ,,,..„ ,,,4 :' (.o $ I- 00 n. . r a tt © r : - n , 114 ® ® t ° ® ® 14 _ ._ _ I o r 0 , 0 I , I z , ., .. ,. , , t ,. , , : , j , r. . , r .: , 1 : u r . . .. . Q LU { to c R g x u' T: ,I 1111111, Lal z A B C-4 j o st2 > w w,,, , . . ' . . . F- 0 , Z 0 W W > � .. .._ . - 2 J4 ~ Q __ ._ CASHWRAP KEY LEGEND a_ Z cc �. i z > Iii � o cg �> � K �— �v o k QUAD OUTLET TIGHT TO SIDE AND BACK OF CABINET U z wf °z t 111 -€ III > n/ 03 F- J Li' - �s - e III 3/4" RIGID CONDUIT m ° '^ in l -i 3/4" FLEX CONDUIT I i . II 4 3/4" RIGID CONDUIT (BEYOND) � » © I I 1'-5 1/2" 1'-5 1/2" 1 III 3/4" FLEX CONDUIT (BEYOND) s II * :..._ .. .,7,......firierf . , ' t 1111 II 6 3/4" RIGID STUBS AT 2" AFF �. FERENCE ONLY ' EN NOT APPROVED WITH THIS I ER 1 . _ rte.,-- © TELEPHONE JACK Emphasis on ,,,,ms M•Retail Engineering, Inc. SECTION A SECTION B SECTION C 4 8 T-1 DATA JACKS/ TELEPHONE JACK CAT 5 9 PUSHBUTTON BUZZER 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 10 PRINTER FAX 614.818.2337 C A S - WR A P WEB www.m—corporations.com ll HUB ® MODEM is POWER PACK ENGINEER 4,'S4 ,$ems 6% r$$ X41 59875' 14 DOOR REMOVED FOR CLAIRTY �J A 1111 PRINTER REMOVED FOR CLARITYC,,� 1 tit ✓'IN, 12, 14991. ' 16 ISOLATED DEDICATED CIRCUT (ORGANGE) '9�®F Z��% F. GOt� in J-BOX FOR POWER t I 18 LOW VOLTAGE POWER CONDUIT p � 19 DATA CONDUIT P CAS WRAP W T 4 RI-- G S ARC _ _ Rs 20 TELEPHONE CONDUIT DATE: S1-IFFY: 10/16/2009 all POWER/ISOLATED POWER CIRCUT CONDUIT SCALE: El 01 DRAWN BY: XX/XX PROJECT No.: 910024 A ' : B B , t...„ , \ D E , F 1 2 1 2 , s_ ,_ . , _. ,,, _ ; . , , ; , , , , , : , , , , , , _fl i r::– -- ---__-iii COPYRIGHT NOTICE: I I I I These drawings and specifications are copyrighted and subject to copyright I I I I protection as an"architectural work"under sec.102 of the copyright act,17 1 ! u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and protection, unauthorized use of these elements o the esign Under such It in cessation of construction, - result cessa o o building - - drawings and specifications may r _-.:.-----.41111,;; - --_ ---- _ . _._ ._._ secure,and/or monetary liability. ry tY _- -25 - 5 0 0 - L 1 O O O O O L 25 1 r_ L- 1 O :: 2 ( _ L_3 2 � I L 25 1 L-2501- 0 -- 0 25 0 _O 0 0 0 O 0 0 O 0 0 0 0 O 0 0 O 0 O O • r _, 0 .. _ , m 1T_:: TT_: elTy NL I ` MS; NL �+ r' s Vi I I I L_25 _ • IC) 0„,,, 0 L • 25 O NL L-25 2 `4y H 71 ' \ . TL: f. 1 1 I I I I - _ a MS .. 4 I , 0 o 0 0 o 0 0 0 0 0 0 0 0 0 o O o O O O 0 2 ,, Et my ll ll_ Jl 1 --- -- - - -- - - - / m) . ��_ 1 -_ �_- II - ,II , - _ �i L-2501 I. r NL 2 QL-25, , 2 -- -f { =t (-_-_) r.. i N L 0 0 0 O 0 0 ■Irsk:::--:: L-1 , 0 Ali r r-----7 H:t450_,:--_-_:-A-:- 4---=;_g.74,-,'.,,- T 0 , ,, - „,- — - - - ,. ,,,_. _..., .... ,, ' i _, __,,,, _„ , _ , : , _______ 0 • • , „ • • • _ • • , , • ,, 'IL 0 , __ , , 0 ii ii 11 0: ' ll L-17 L_13 � mTf., A 11 11 11 ' -,..__,___4Z:::::: : "------Th, -- L-5 L-25 1 2 I L_21 o L-25 NL 0 NL -. II fI II 0, 0 , 1 . tz .__ ..misl 3 � w_, { L-9 250 25 250 0 { §5:' 0 �-- �" L- 1 L- 0 L- 1 L-3 - I L-2501 -------------:Alle- -------------------------------------------------- --------------------lIlle--_ :, _ ;. _ 4 ; illie Ale 2 ,„ _. _ , _ , , _ , „ . TENANT E.C. SHALL INSTALL A DUPLEX \ . RECEPTACLE BEHIND EACH MIRROR AS SHOWN IN MIRROR ELEVATION ON SHEET E200.(TYP) W - LIGHTING PLAN Cit 1/4"=l'—o" ._ , , _ 0 Z (11) Pr% 1/4.1j (NI Z Lij NL, 0 'Timm 0 fit 2 F. _0 0 , C ' 0 ESSZ1 1= RY C9 ,, z rl, * .... (9 11.1.J ...... Ct 1 Ct p (/)< 0 z I-- _ C9 .1 Q C/) : I- w i- 0 ® ® z SALES AREA SALES AREA NON-SALES AREA X W CO 2 D Z Z 0 Co W cc LIGHTING CODED NOTES z o Ki CONNECT SALES AREA EXIT/EMERGENCY/NIGHT LIGHT FIXTURES TO "L-25" }_ m uj (TYPICAL) 0_ z TRACK LIGHTING GENERAL LIGHTING GENERAL LIGHTING W o 2 CONNECT EXIT/EMERGENCY/NIGHT LIGHT FIXTURES IN NON-SALES ARE Z j o a _> ' ` ' KI TO LOCAL CIRCUIT AHEAD OF SWITCHING O R. z z g� o b tn0 = w Wo 03 MASTER LIGHTING SWITCH BANK. SEE DETAIL ON THIS SHEET. MASTER LIGHTING SWITCH BANK 04 HOMERUN THROUGH 4-POLE CONTACTOR CONTROLLED BY ° ° •0 • N TS SWITCH a'. CONTACTOR SHALL BE MOUNTED ADJACENT TO LIGHT Ft X TU R E S C H E D U L E PANEL "L". SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. O HOMERUN ,THROUGH 4-POLE CONTACTOR CONTROLLED BY MARK SYMBOL MFGR. / DESCRIPTION RESP. LAMPS SWITCH 'b'. CONTACTOR SHALL BE MOUNTED ADJACENT TO 1 60W 60PAR/ PANEL "L". SEE MASTER LIGHTING SWITCH BANK DETAIL ON C O. 'JUNO' LINE VOLTAGE TRACK, T437SL SILVER WITH BLACK ADJUSTING BUTTON A (1) THIS SHEET. CAPIR+/VNSP7 KII STOREFRONT CIRCUIT. WIRE THRU TIME CLOCK. REFER TO D • 'JUNO' 6" RECESSED DOWNLIGHTS, HOUSING-SP696HTC, TRIM-SP696THZWH (1) 50W PAR LAMP REFERENCE ONLY - -=--E! ` SHEET E300 FOR ADDITIONAL INFORMATION. TOOT APPROVED WITH THIS PERMIT , - G2 V il:2 'PRIMUS LIGHTING' #ALX2-T8-17-UNIV-W-2' MIRROR COVE & INDIRECT LIGHTING SYSTEM (1) 17W / 120V o"p100is On E"Oel'0"Ce ' # A M•Retail Engineering, Inc. , dr ��-� F025T8/830 / 17W 36" 50" 56" G3 1 L3' 'PRIMUS LIGHTING' #ALX2-T8-25-UNIV-W-3' MIRROR COVE & INDIRECT LIGHTING SYSTEM A (1) 25W / 120V ir dr / F025T8/830 / 25W NOTES G44' 'PRIMUS LIGHTING' #ALX2-T8-32-UNIV-W-4' MIRROR COVE & INDIRECT LIGHTING SYSTEM A (1) 32W / 120V 750 Brooksedge Blvd. Westerville, Ohio 43081 FO32T8/830 / 32W PHONE 614.818.2323 �, r- r�— —I- -T-7—_,_ -�-', rTR 6/t41 1. WIRING IN CEILING SPACE SHALL BE IN FLEXIBLE _ _ _ 1 F32 T8 120V. FAX 614.818.2337 62 - I 1 6/ >' 6 METALLIC CONDUIT UNLESS REQUIRED TO BE IN U LITHONIA #0132 120 V OR 120 ES, 1-LAMP, SURFACE MOUNTED FLOURESCENT FIXTURE. A ( } / WEB www.m-corporotions.com EMT CONDUIT BY LANDLORD. WHERE EMT IS USED, 32W MAX LIGHT FIXTURES ; FLEXIBLE METALLIC CONDUIT SHALL BE USED BEHIND MIRROR ONLY FOR FINAL CONNECTION TO EQUIPMENT AND X1 I 'JUNO' #NXESB1RAA ILLUM. EXIT SIGN W/ MAINT.-FREE 6V LEAD CALCIUM BAIILRY A 12OV / 277 VAC SHALL NOT EXCEED 6 FT. IN LENGTH. ALL EXISTING OR NEW EXIT LIGHTS TO HAVE RED BACKGROUND WITH WHITE LEI ItRS. 63 63 1'1 61 61 61 61 ENGINEER 00 PROP MIRROR BY FIXTURE NOTE: 2. SEE SHEET E200 FOR LIGHT FIXTURE SCHEDULE. '�'�::: 'LcI $ cfG I X2 A 12OV / 277 VAC �, E ALL EXISTING OR NEW EXIT UGHTS TO HAVE RED BACKGROUND WITH WHITE LETTERS. `�- •� , 0° 61 INSTALL & WIRE THESE A D A N 0 TE S SURE-CITES CC-5/WH/SD/266 DUAL VOLT SURFACE MTD. A (2) 12W (,� 1 , / CONTACTORS. SEE LIGHTING Y p EMERGENCY LIGHT WITH LC BATT. BACK-UP 120V / 277 VAC ✓ OREGON qq . RECESSED DUPLEX CONTROL DIAGRAM ON SHEET !, • 1 2, 1 OUTLET MOUNTED ON E300. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS NOTE: EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING J'�0 A�°�' F GO% CENTER BEHIND 63 63 61 61 61 61 e] AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE DEPARTMENT AND FIRE DEPARTMENT APPROVAL. I, 6/30I MIRROR FOR MIRROR OPERABLE PARTS OF THE CONTROLS LOCATED NO LIGHTS "PLUG-IN" HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE A FURNISHED BY PACIFIC SUNWEAR, INSTALLED BY TEN. G.C. y 't` ` POWER (TYPICAL) '-- 6Z — --' 61 --I �-- 6 6 �--� �J THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION RESPONSIBILITY CODE: B FURNISHED AND INSTALLED BY TEN. G.C.BETWEEN' �� � ±� �_ ��-�j ��-- _ _/��� /�� �1.� 18" A.F.F. NOTE: IS REDUCED 44"2FORNFORWARD APPROACH OR EIGHT AND (TYP.) NOTE: IN ORDER TO INSURE PROMPT DELIVERY OF THE LIGHT FIXTURES, PACIFIC SUNWEAR HAS PRE-ORDERED ALL FIXTURES SPECIFIED. THE PLACEMENT OF SPEAKERS & AUDIO 46" FOR SIDE APPROACH, PROVIDED THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS - EXCLUDING OWNER SUPPLIED UNITS - AND MUST MAKE ARRANGEMENTS TO EQ. EQ. 1--- EQUIPMENT TO BE BY THE 'BOSE CORP. OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. RECEIVE THE FIXTURE SHIPMENT AND INSPECT AND FILE ALL CLAIMS FOR DAMAGE AGAINST THE COMMON CARRIER. DAMAGED FIXTURES, SHORTAGES DATE: SWEET: —\ SEE BOSE DWGS. FOR EXACT OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" OR WRONG VOLTAGE SHOULD BE PROMPTLY REPORTED TO PACIFIC SUNWEAR ATTN. KIM BENNETT, CONSTRUCTION MANAGER: (714) 414-4038, WITHIN �O/16/20� PLACEMENT. FROM THE WALL BENEATH A CONTROL. 24 HRS. OF INSPECTION OF SHIPMENT. THEREAFTER, THE ELEC. CONTRACTOR IS RESPONSIBLE TO REPLACE ANY MISSING PARTS AT HIS EXPENSE. SCALE: E200 MIRROR ELEVATION , DRAWN BY: NTS PROJECT No.: 910024 Panel Wiring Schedule (3-Phase) 1212 Panelboard "L^ Voltage 208Y/120 Phase 3 Options/Notes Panel Type NQ OCPD 200A M.C.B. Wire 4 ITEM FISiNSFEa INSTALLED EXIST. 17NAESCS NEMA Type 1 Mounting SURFACE Buss 225A AIC Rating 10,000 Ckt. Brkr. Brkr. N.E.C. N.E.C. Brkr. Brkr. Ckt. NOTES ELECTRICAL SYMBOLS LIST IS No. Zone Load Description Size Opts. kVA Phase kVA Opts. Size Load Description Zone No. COPYRIGHT NOTICE: * ** ** * V V 1 NON-SALES LTG 0.815 A 0.800 IG/LO CASH REGISTER 2 These drawings and specifications are copyrighted and subject to copyright EX X EXISTING protection as an"architectural work"under sec.102 of the copyright act,17 3 FITTING RM LTG 1.280 B 0.000 SPARE 4 U.S.C.As amended January 2003. The protection includes,without 1. PROVIDE ENGRAVED NAMEPLATES ON PANELBOARDS, DISCONNECT 5 TRACK LIGHTING 1.800 C 0.800 IG/LO CASH REGISTER 6 limitation,the overall form,arrangement and composition of spaces,and SWITCHES, TRANSFORMERS, ETC, INDICATING EQUIPMENT 111 .111 ! ; 7 TRACK LIGHTG 1.800 A 0.500 EWC 8 elements of the design. Under such protection, unauthorized use of these DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED) AND VOLTAGE. RECESSED FLOURESCENT LIGHT FIXTURE drawings and specifications may result in cessation of construction,building 9 TRACK LIGHTING 1.140 B 1.500 WATER HEATER 10 seizure,and/or monetary liability. 2. VERIFY LOCATION OF ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH-IN. E I E C T I C A L L T C L TC 11 SPARE 0A00 C 0A00 SPARE 12 I I FLUORESCENT STRIP LIGHT FIXTURE LANDLORD DISTRIBUTION PANEL • • VERIFY AVAILABILITY FOR LOAD DEMAND 13 TRACK LIGHTING 1.320 A 0.720 LO SF RECEPTACLES 14 3. DATA, TELEPHONE AND TELEVISION CONDUIT SHALL BE MINIMUM 3/4" UNLESS 15 SPARE 0.000 B 0.500 Lo ANTI THEFT 16 OTHERWISE NOTED ON DRAWINGS. . LIGHT TRACK METER • • 17 SF TRACK Lo 0.660 C 1.200 Lo SIGN 18 4. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO MAIN DISCONNECT AND FUSES • 19 SPARE 0.000 A 1.440 SALES RECEPTS 20 O-1 COMMENCEMENT OF WORK. WALL MOUNTED LIGHT FIXTURE CONDUIT TO SPACE • • LL TO PROVIDE CONDUIT ONLY 21 CASHWRAP LTG 0.840 B 0.000 SPARE 22 . 23 SPARE 0.000 C 1.000 BOSE 24 5. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED j..( 2x4 RECESSED FLOURESCENT FIXTURE EXTEND CONDUIT WITHIN SPACE 25 NL/EXIT/EMERG. LO 0.350 A 1.000 BOSE 26 WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH WIRE TO SPACE 27 3.333 B 0.360 IG MGR'S COMPUTER 28 EQUIPMENT ACTUALLY SUPPLIED. EMERGENCY WALL LIGHTING UNIT WITH BATTERY 29 VAV-1 50/3 4.198 C 0.360 MGR'S DESK 30 PACK EXTEND WIRE IN SPACE • • 31 3.333 A 0.500 REFRIGERATOR 32 6. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EQUAL AND SHALL DISCONNECT WITHIN SPACE 33 4.198 B 0.800 MICROWAVE 34 BE IDENTIFIED AT ALL JUNCTION, PULL AND TERMINATION POINTS, USING ( DUPLEX CONVENIENCE OUTLET ® +18" A.F.F. U.N.O. • . 35 VAV-3 50/3 3.333 C 0.900 NON-SALES RECEPT 36 PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, `I-a' ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. rn TRANSFORMER NOT USED, 37 3.333 A 3.333 38 1� DUPLEX CONVENIENCE OUTLET, SPLIT WIRED, CO +18 PANEL L • • NEV 39 TELEPHONE BD. Lo 0.360 B 3.333 50/3 VAV-2 40 7. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A A.F.F. U.N.O. . STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE PANEL LI NOT USED, 41 SPARE 0.000 C 4.198 42 METHODS AND MATERIALS NOT REFLECTED HEREIN. 4 DEDICATED DUPLEX CONVENIENCE OUTLET 0 +18" PANEL H NOT USED. Notes Breaker Options: A.F.F. U.N.O. All circuit breakers to be 20-Amp, 1-Pole unless otherwise noted. AS Powerlink AS Breaker 8. EXAMINATION OF BIDDING DOCUMENTS: HOMERUNS/CONDUITS/WIRES • ** All Phases to be balanced to within n 10%using Actual Load Totals. LO Handle lock-on device a. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT I DUPLEX CONVENIENCE OUTLET 0 +42" A.F.F. U.N.O. _ N.E.C.Connected Totals:Ph.A 19.244 kVA ST Shunt Trip Type LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS, SHALL MAKE N.E.C.Connected Totals:Ph.B 17.644 kVA AUX Auxiliary Contacts WRI I IEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF !;! FOURPLEX RECEPTACLE CURRENT LIMITER SUB-PANEL 'CLS' III III ANY DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR THEREIN WHICH HE NEW N.E.C.Connected Totals:Ph.0 18.449 kVA PA Handle Padlock Attachment MAY DISCOVER. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN O FLOOR OUTLET, HUBELL #SF3925 BRASS OR APPROVED TEL. CONDUIT TO SPACE • G.C. TO EXTEND AS REQ. VERIFY Total 55.337 kVA GFCI Ground Fault Circuit Interrupter ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR EQUAL. CONDUITS AND POWER E Existing Circuit to remain HACK Heating,NC&Refrigeration CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON FOR P.O.S./ PHONE SYS. • IG Isolated Ground Circuit Connected Load: 153.6 amps SF Subfeed INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF ® SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH HVAC SYSTEM WIRING • •DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR ARE NOT COVERED BY EQUIPMENT CLINE AND LOW VOLTAGE) AFC! Arc Fault Circuit Interrupter ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, BUZZER SYSTEM • • S LABOR, MATERIALS, AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. JUNCTION BOX, IN ACCESSIBLE LOCATION J AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE Q LIGHT FIXTURES • •MADE IN BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE - ELECTRIC LOAD SUMMARY WRITTEN REQUESTS AS DESCRIBED ABOVE. JUNCTION BOX IN ACCESSIBLE LOCATION WITH 208Y/120V SERVICE Q FLEXIBLE CONDUIT CONNECTION TO LIGHTING N.E.C. NEC N.E.C. N.E.C. b, THE PERSON SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS PROMPT FIXTURE OR EQUIPMENT AS NOTED DESCRIPTION CONNECTED DEMAND DEMAND DEMAND DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, kVA NOTES FACTOR kVA OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY. i,, TELEPHONE OUTLET (WITH 3/4" C. STUBBED ABOVE LIGHTING(CONTINUOUS) 11.925 [1] 1.25 14.906 THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING CEILING U.N.O.) 0 +18" A.F.F. TRACK LIGHT DEMAND ALLOWANCE [2] 13.050 THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT SHOW WINDOW DEMAND ALLOWANCE - [3] - 1.275 AND SCOPE OF THE TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3 4" WORKING DRAWINGS AND SPECIFICATIONS. �y � ( / KIT APPLIANCE 0.000 [4 1.00 0.000 L E.C. ABOVE ACCESSIBLE CEILING RECEPTACLES 9.320 [5] - 9.320 ......1 9. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY THAT CONDITIONS MOTORS 1.728 [6] - 1.944 ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID, COSTS REQUIRED V < TO MAKE HIS WORK MEET EXISTING CONDITIONS. INTO ACCESSIBLE CEILING SPACE. FIXED ELECTRIC SPACE HEATING 30.000 [7] - 30.000 AIR CONDITIONING SYSTEM 0.000 [6],[7] - 0.000 10.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION INDICATES CIRCUIT IN CONDUIT CONCEALED IN OR ELECTRIC WATER HEATER 1.500 - 1.0 1.500 2 OF THE ARCHITECT. UNDER FLOOR CONSTRUCTION OR BELOW GRADE MISCELLANEOUS 0.000 - 1.0 0.000 11. WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM OT THE LATEST EDITIONS OF 54.473 71.995 LOCAL STATE, AND NATIONAL CODES AND ORDINANCES. INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL N.E.C.DEM.KVA X 1000 = MINIMUM FEEDER AMPERAGE OR CEILING SPACE 12.PROVIDE PERMITS AND INSPECTIONS REQUIRED. SYS.VOLTAGE X 1.732 rt (in INDICATES HOMERUN TO PANELBOARD OR AS NOTED. 71.995 X 1000 = 199.8 AMPS 13.GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND HASH MARKS INDICATE NUMBER OF CONDUCTORS. 208 X 1.732 WORKMANSHIP WHICH MAY OCCUR UNDER USAGE FOR A PERIOD OF ONE YEAR NO HASH MARKS INDICATES 2 #12 AWG, 1 #12 BOND, < W AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT 1/2" CONDUIT COST TO THE OWNER. LOAD SUMMARY NOTES: 14.VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO wow PANELBOARD [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. ROUGH-IN. 2 150VA/2FT OF LINE VOLTAGE TRACK+SUM LOW VOLTAGE XFRMS-CONNECTED LOAD OZ DISCONNECT SWITCH - SIZE AND FUSES PER [ ] -C [3] 200VA/LF-ACTUAL CONNECTED LOAD 0 15.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT MANUFACTURER'S RECOMMENDATIONS (WEATHER- [4] KIT APPLIANCE DEMAND FACTOR PER NEC 220-56 WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO PROOF WHERE OUTSIDE). (/) 0 Lii Cn COST TO THE OWNER. [5] 0.0<10KW=100%,REMAINING-50% (19 16.CONTRACTOR SHALL BE REPSONSIBLE FOR REPLACING EQUIPMENT WHICH IS T THERMOSTAT OUTLET, +48" A.F.F. WITH 4S BOX AND [6] 125%OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. 1 Z DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY WIRING IN EQUIPMENT 48" [7] USE GREATER VALUE OF THESE TWO CATEGORIES PLASTER RING, NO HIGHER THAN 48 TO TOP OF DEVICE. PROVIDED BY THIS CONTRACTOR. 0 0 17.CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR /Q/ MOTOR - SIZE AS INDICATED IN DRAWINGS Tim' 0 Et (/) ...m. EQUIPMENT WILL NO BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE C\I F.... MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. SINGLE POLE SWITCH NO HIGHER THAN 48" TO TOP OF DEVICE. HVAC ELECTRICAL CONNECTION SCHEDULE Q 18.SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS H.P. RATED MANUAL MOTOR STARTER WITH THERMAL MOCP GROUNDED AND UNGROUNDED CD < 0 ' OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC, SHALL BE (WEATHERPROOF OVERLOAD PROTECTION. WEATHERPROOF WHERE UNIT VOLTAGE FLA MCA CONDUIT SWITCH DISCONNECT AT UNIT CIRCUIT CONNECTION NOTES OUTSIDE) CONNECTED AND OPERABLE. A/POLE CONDUCTORS mom. 19.PANEL DIRECTORIES SHALL BE REMOVABLE. SUBMIT PROPOSED SCHEDULE OF VAV -1 120/208V,3 PHASE 30.10 A 37.70 A 50/3 (4) #8 THWN&(1)#10 GND 3/4" 60A,3-POLE,NONFUSED L-27/29/31 Z a ...... ILL DIRECTORIES TO OWNER FOR APPOVAL. ROOM NAMES AND NUMBERS SHALL BE 0 SMOKE DETECTOR VAV -2 120/208V,3 PHASE 30.10 A 37.70 A 50/3 (4) #8 THWN&(1)#10 GND 3/4" 60A,3-POLE,NONFUSED L-38/40/42 W =mow AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER VAV -3 120/208V,3 PHASE 30.10 A 37.70 A 50/3 (4) #8 THWN& 1 #10 GND 3/4" 60A,3-POLE,NONFUSED L-33/35/27 1 Ct 0 CLEAR PLASTIC COVERS. �Q DUCT SMOKE DETECTOR Ct Ha W O O 20. PROVIDE SELF ADHESIVE INDENTIFICATION INSIDE COVER OF EACH FUSIBLE SWITCH, © PULL STATION (1) < 0 ii INDICATING SIZE AND TYPE OF FUSES PROVIDED. 01 HORN/STROBE NOTE: 21. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN 0 < W SLAB-ON-GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. JACKET OR OD STROBE VERIFY EXACT OVER CURRENT PROTECTION/DISCONNECT REQUIREMENTS(PER N.E.C.#440)WITH EQUIPMENT MANUFACTURER NAMEPLATE DATA UPON RECEIPT AT JOB SITE. CONTACT ENGINEER WITH ANY DISCREPANCIES (1) PREMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELECTRICAL POWER CONNECTIONS. Fun •■• .3 CONNECTORS SHALL BE INSULATED THROAT TYPE. FIRE ALARM BOOSTER PANEL V) H W CZ 22. ALL BRANCH CIRCUIT AND FEEDER CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. 23. FIRE ALARM, SOUND, TELEPHONE, DATA, AND SIMILAR SYSTEMS CONDUITS LARGER TC TIMECLOCK "INTERMATIC, T7401 B. THAN 1" SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). NO HIGHER THAN 48" TO TOP OF DEVICE. 24. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL OR 6 DELIVERY BELL EDWARDS #720 DIXIE BELL I- h OTHER RECOGNIZED TESTING FACILITY. Q LIGHTING: D DELIVERY PUSHBUTTON EDWARDS #852 CURRENT LIMITER PANEL Ci @ DELIVERY BUZZER TRANSFORMER EDWARDS #592 CURRENT CIRCUIT AMP CIRCUIT Q RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. LIMITER BREAKER LIMITER WATTAGE CL A.F.F. ABOVE FINISHED FLOOR W RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. CL-1 L-5 15 AMP 1800 CO A.D.A. AMERICAN WITH DISABILITIES ACT CL-2 L-7 15 AMP 1800 VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL z RECESSED LIGHT FIXTURES. INSTALLATION OF LIGHT FIXTURES SHALL COMPLY C. CONDUIT CL-3 L-9 10 AMP 1140 WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. CL-4 L-13 12 AMP 1320 0 MOTORS: C/B CIRCUIT BREAKER CL-5 L-17 3 AMP 300 VERIFY LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGH-IN. SEE E.C. EMPTY CONDUIT WITH PULL CORD. CL-6 SPARE SPARE SPARE W DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE E.D.F. ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH-IN CL-7 SPARE SPARE SPARE i3*` SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. REQUIREMENTS) CL-8 SPARE SPARE SPARE FIRE ALARM: EF EXHAUST FAN CL-9 SPARE SPARE SPARE z w CL-10 SPARE SPARE SPARE W .- W CONTRACTOR SHALL PROVIDE DEVICES, CONDUIT, WIRES, AND CABLE AS DIRECTED F.B.O. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL - > < o BY EQUIPMENT MANUFACTURER. MATEIRALS, EQUIPMENT, AND WORKMANSHIP CONTRACTOR CL-11 SPARE SPARE SPARE w Q o z SHALL MEET PREVAILING CODES. THE SYSTEM SHALL BE COMPLETE AND Y W W o cc CL-12 SPARE SPARE SPARE T. vW ° OPERABLE IN EVERY RESPECT. THE LANDLORDS FIRE ALARM CONTRACTOR SHALL GFI GROUND FAULT INTERRUPTER > ° s -'> PERFORM ALL SYSTEMS CONNECTIONS AND DEVICE INSTALLATION WORK AT CL-13 SPARE SPARE SPARE > z z �� o TENANTS EXPENSE. GFCI GROUND FAULT CIRCUIT-INTERRUPTER CL-14 SPARE SPARE SPARE w W Wo a COMMUNICATIONS: GND GROUND LEASE LINE � °° � " -� I� JUNO "TRAC-MASTER" CURRENT c 0 o ci SOUND SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, J-BOXES FOR ISO ISOLATED LIMITING SUBPANEL. CLS/16/G/SM 0° ~ " SOUND SYSTEM COMPLETE RACEWAY SYSTEM. CONDUIT SHALL BE A MINIMUM OF LL'S ELECTRIC RM TENANT 3/4" UNLESS NOTED. SOUND SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL IG ISOLATED GROUND '� SPACE r► SPEAKER WIRE, VOLUME CONTROLS, MICROPHONES, AMPLIFIERS, SPUTTERS, ETC. NL NIGHT LIGHT REC RECEPTACLE EXISTING CONDUIT STUBBED / D(FIELD VERIFY EXACT DISTANCE) APPROX 30' INTO SPACE FOR S.E.S. SERVICE ENTRANCE SECTION TELECOMMUNICATIONS.- = E� �" -�``�,p has is T.M.B. TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3 4"D ="''- `�'f PLYWOOD WITH 6 CU. GROUND WIRE TO APPROVED TENANT E.C. SHALL EXTEND 4 #3/0 - GROUND. # THWN AND 1 #6 GAD. IN 2" CONDUIT. REFERENCE ONLY on pence I NOT APPROVED WITH THIS PE' M•Retail Engineering, Inc. T.T.C. TELEPHONE TERMINAL CABINET. 30"Wx36"Hx6"D POWER RISER DIAGRAM TENANT E.C. SHALL FURNISH & 16 GA. WEATHERPROOF E/W HINGED LOCKABLE GENERAL NOTES INSTALL 4 #3/0 THWN AND 1 #6 I II COVER 5/8" PLYWOOD BACKBOARD, PROVIDE GRD. IN LANDLORD PROVIDED A #6 CU. GROUND WIRE TO APPROVED BUILDING 750 Brooksedge Blvd. GROUND. 1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED BY CONDUIT. (MINIIMUM 2") Westerville, Ohio 43081 EQUIPMENT NAMEPLATE PER N.E.C. PHONE 614.818.2323 FAX 614.818.2337 U.N.O. UNLESS NOTED OTHERWISE NEW WEB www.m-corporations.com ' 2. TENANT'S ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. CURRENT U/C UNDER COUNTER RATING OF LANDLORD'S DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL � LIMITER PANEL "L" rl L-25 * 5 TENANTS SYSTEM TO MATCH. TENANT E.C. SHALL FURNISH PANEL 120/208V. WH WATER HEATER AND INSTALL NEW METER / 3 VERIFY ALL REQUIREMENTS s , 4W T74016 7 DAY DIAL WP WEATHERPROOF (RAINTIGHT) 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL TIME SWITCH TIMECLOCK WITH LANDLORD. EO PROp XFMR TRANSFORMER EQUIPMENT TO ±10% BETWEEN PHASES: A/B B/C, A/C REGARDLESS OF C1 C2 TC PANEL "L" CKT'S 18,17 ENGINEER COs��3t w�• 44' CIRCUITING INDICATED. ,'y'� O �� 59875P` 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL T 9, ■ �` EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE TENANT E.C. SHALL FURNISH AND 200 <'� IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL INSTALL A 200A/3P DISCONNECT -PANEL "L" CKT'S. EQUIPMENT. SWITCH WITH 200 AMP FUSES. VERIFY 200 3,5,13,21 �l+ .:c3ot�9g 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL REQUIREMENTS WITH LANDLORD- �• PANEL "L" CKT'S. ht 12. ���' CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. FLOOR I I FLOOR 7,9 . GO�Z,, co(-3011 i i EXISTING 120/208V, 30, 4W, LANDLORD P-- riti l 6. TENANT'S NAME AND SPACE NUMBER SHALL BE APPLIED TO DISCONNECT ARD ELECTRIC RING SWITCHBOARD SWITCH AT SWITCHGEAR WITH BLACK PLASTIC LAMENT WITH WHITE METERING FIELD VERIFY EXACT LETTERS. REQUIREMENTS PRIOR TO BIDS.- MIMONIIMIIMIIMMMMMNMMNIIMNNMMMNMMNMNMMINMI DATE: SWEET: 10/16/2009 POWER RISER DIAGRAM SCALE: NTS DRAWN BY: E300 ALL NEW TERMINATIONS SHALL BE 75' C RATED LTH PROJECT No.: 910024 COPYRIGHT NOTICE. .._._._._.... 1 2 1 2 . , _ / / These drawin s and s ec�cations are copyrighted and subject • r p: �- 9 P T� TO HEAD- I. to copyright protection as an"architectural work"under sec.102 SEE NOTE 2 BEE NOTE 2 Iv of the copyright act,17 u.S.C.As amended January 2003. The / EQ EQ I EQ ^ protection includes,without limitation,the overall form, I _I �i arrangement and composition of spaces,and elements of the of these i unauthorized use o the design. nder such protection, unau U ' P 1� �► //t:.I/ /////////' ////////////////////////////////////////.%//////////////��///////////////%�aaa�i►aaaaaaa�aaaa�.aaaaaaaaaaaaaaaaaaaaaaaaiaaaaaaaaaaaaaaaaaaaaaaaaasaaaaaaaaaa.saaiaaaaaaaaaaaaasadiaadiaaaaaaaaaaaaaaasaa4•iaaaaaaaaaaaaaaaaaaaa�aaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaadiaaaaa4iaaiasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�►aaaaaaaaa��aaaabaaa�/v��������.�i����������������ri��i��.�.�.����������`���i���y���� 1,--�. ��;►.±.. ... ��.� ���� �' �, drawings and specifications may result in cessation of =1 ��rl ,� t j It R� u `u - construction,building seizure,and/or monetary liability.lull Mill II' - I - « NTE ∎.• SEE NOTE 1 .. TEa aN ►' , D TO HEAD a TO HEAD-; ( TO HEAD-• ._- 1two STANDARDS. d�J CENTER 4 III!II4iIi� / // 1 p i!i / ' • .5 o c c C O C o C C .4 c C C� C C C C C : G C il � � øi_________y �'r� ��' X 4' 41 41 4' 41 o 0 0 0 0 �' sea NOTE ;ii D o o . . o \Tsi iiL!P41L iGN 1■_.._ I 1 4' 4' X GN2 GN1 . . . . .4 fla7 �- HEAD- N, 11-1 , �.' 2 1. / j FM imaarms mow �034..w- .w-w.w_i .ww.w.I, .w.�.►.w.w.�.w-wf,/////''fit' / / •ii_ -t , zic:,----„, oc II, :::::D _, 8 _ ! OC T C �G Vi . ' 4' '; / , AG1 � _ C AIIU AGi 1 �,._■....�..__..__t_.__,_. ... _ . _ .•. IlLiEl �.�� •mod i/ 0 i MM��,_ ----.--- --.-.--._ _:.. ■I _ b.o. LVL beam �11U1 •� . d III �� _� N�� '��.4' 4' 4' 4' r�� I r�i rill ��J ��■ _r_ tom.., �_ ' �i' % C ,�....,,, ,._...-^"".. G G I�J G .i. C I rJ C C C I�J C C C (f�J� i-um..g. co r�iiiiiii.�vir✓ice'r: ,1� �' :: I ; . 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Support wall according to local codes. Use 5- an J--box with 9 9 ›-Dual NL4 connector plate rack's - � p back board. Refer to racks installation instructions. Bose Controller (f) 2 • II u II SYMBOL DESCRIPTION Rack opening (12.5 x 12.5 ) 23.40 30.00 �� , ® BOSE PANARAY 302A LOUDSPEAKER. , IF 7" - o 0 0 0 L .• -� . - . W BOSE 51 BASS MODULE. . °. ' I_ _T�� _i ..__� 1_._ X01 x , .;. (f) I 1111111 12.5 m in 0 BOSE FREESPACE D5 IF FLUS- MOUNT LOUDSPEAKER. o : M 5.0 2.5 : s le g an g . I t h,_ ! I , 1 . • • • I RCX-J2N DJ plate (../)RAC WALL MOUNT EQUIPMENT RACK. I ‘14f, 411111,� 411111, 8. 12.5 9.5 r--) .1 1 ® I •+!�! ;( ; 0 0 D i,I L' BOSE CC CONTROL CENTER. I �`' >� ° m m m M Q i 1 N° DETAIL 4 . Monocer' s Desk J RDL RCX-J2N PLATE. 1 • • • I NU • Drop Rough-In o Down an W DETAIL 2 . Bass Nall-Plate I o . . P Q Q DUAL NL4 PLATE. �It't tom- cat't ..�-vox wI�I'i y m Ceiling -- -- Cei 1 In - o ca , Dual NL4 connector plate I • •• • T T T TT - - Q /� \ 22.4 PLENUM AUDIO WIRE. centered between ' 04)• =� 1_ Er d . ce 1 1 071` sr.r -• il • m standards. (2) 20 Amp dedicate. bt' 2 /--- CATS PLENUM DATA WIRE. circuits in a quad box. z Installed by EC. q' " N o / 14.2 PLENUM SPEAKER WIRE. Rack Backboard Rack Backboard 5 (2) 4"x4" J-Box for Audio LU Cables. Installed by EC• • . . BOTTOM OF RACK • AUDIO/INSTALLATION NOTES: TO BE 7'-611 AF (I) Single gang Jbox for W o•I. INSTALL WALL MOUNTED 302A SPEAKER. SEE DETAIL 1• ` \ w L 2. PLACE 81 SPEAKER IN COLUMN IN FRONT OF CONNECTOR J-SOX . SEE DETAIL 2. telecom plate/,lack. 10" Y Q > Z ELI 3. INSTALL WALL MOUNTED EQUIPMENT RACK IN STOCK ROOM. SEE DETAIL 3. Installed by EC. / z > o °W a CC 4. INSTALL RCX-J2N AT SWITCH HEIGHT IN EC INSTALLED J-SOX. SEE DETAIL 4. o v c„, �, o 5. INSTALL D5-16 USING ROUGH IN PAN. SEE DETAIL 5. DETAIL 2.5 Bass Nall-Plate DETAIL 3. Mall Rack Installation. DETAIL 5. M- 1G Installation 5 L1 m 6. INSTALL � AT SWITCH HEIGHT IN EC INSTALLED J-BOX. SEE DETAIL 4. L1 o 0 0 7. PLACE 81 SPEAKER ON FLOOR IN FRONT OF CONNECTOR J-BOX . SEE DETAIL 2.5 m ~ " GENERAL NOTES: - GC/EC RESPONSIBLE FOR PROVIDING AND INSTALLING ALL J-BOXES, UNISTRUT, PLYWOOD BACKING, ELECTRICAL OUTLETS AND ALL CONDUIT. SEE E301 FOR REFERENCE ONLY ELECTRICAL/CONDUIT REQUIREMENTS. NOT APPROVED WITH THIS PERMIT - REFER TO EQUIPMENT OWNER'S AND INSTALLATION MANUALS FOR ADDITIONAL DETAILS. - ALL HANGING HARDWARE TO BE WHITE AND INCONSPICUOUS. EQ. / Q, i'LEQ• / EQ� - ALL EXPOSED CABLE AND/OR CONNECTORS TO BE WHITE AND INCONSPICUOUS. USE ALL MEANS NECESSARY TO ENSURE NO CABLES ARE VISIBLE. - :I i t Ii i : �, ff l ' 1 - - SOLDER THE SPEAKER WIRES TO CONNECTORS ON THE BACK OF THE NL4 PLATE. DO -1 I< f IF l u 1 t 1 A f _ , 1 D .t�..r �•.w. �..► .•t_t t�. • t•..►...i+ -i► w.• t r .+w. t• t._w.r w...iw z 'RE) ! T Q N I f r--------1' 1 $ N �1 U N�VV1Iff '3/411 CONDUIT r_ - - � TCHN©t_�t3Y '3RClUP CONDUIT SEED TO 4'x4" J-80X. L!1�- >> -��> �r ii L\ L\ .. MUST SUPPORT 302A WEIGHT (13 tbs) .LET- 29755 BECK RD. ACCORDING TO LOCAL CODES. E WIXOM, MI 48393 (CONDUIT SUPPLIED BY G.G.) ..• �� 1 .•li: i 302-A install=• on • 1 z- ��T� -A ins tied on •11 302-A ins lied on •11 248-668-3100 FAX 248-668-3101 DOUBLE GANG (RACO *231 OR EQ) Vii= �4I� ...UNCTION 8020 AND/OR PLATE 15 - •r�l• \L • L ARCHITECTURE o ► REQUIRED TO ATTACH • 'r• ;� r • BRACKET. ALL HARDWARE ' o 1111,M111111 F 0 R SOX ASSEMBLY wi 1..�... PROVIDED BY GC. r- mL�ss TO SUPPORT 302-A WEIGHT (13 ibs1 I 1 L � EQ. R _ _ _ R __ \ c __ :.... i EQ. :• ACCORDING TO LOCAL CODES. �NI ■ 11- s SUPPORT AS NECESSARY. �i� 81 =♦ located •r 1. r ' - T- m 111 E BI !. .1 w/pl behind w/•late be nd ,.r' SOSE SPEAKER TO BE INSTALLED i i DING APPROVED MOUNTING METHODS. I I , ..!��' SEE EQUIPMENT MANUAL FOR I _ 1 ' - ,,' 0 N L Y FURTHER DETAILS. I - I_TJ • •r N k`. .f DATE: 10/06/2009 5�-1 EFT 4 •k SCALE: _ 5 0 0 a■ _-- DRAWN BY: DETAIL 1 . Bose koll 1ounted 302A PROJECT No.: COPYRIGHT NOTICE: , 1 2 1 2 , , III These drawings and specifications are copyrighted and subject 151 to copyright protection as an"architectural work"under sec.102 1 of the copyright act,17 u.S.C.As amended January 2003. The - / E^• �^• �� protection includes,without limitation,the overall form, iii Vl arrangement and composition of spaces,and elements of the gip/ .I,f,1 design. Under such protection, unauthorized use of these ------ I i i • = � . `'Al .F � drawings and specifications may result in cessation of / 1 i i • ••• • • • • • ••• • • •• • • • • • •• • • • • •• •• ♦ ••••• • • • •• •• • •• ••••• •• •• •1 •••• •• ••• •••• • •• • •• •• •• ••• •• • • •• •• •• •••• • • • WAWA r � ��♦ ♦►��♦ ♦�� �♦♦ // ////////// / . .�I�/•.I///////.%///////////////////// %►aaaaaaaaaa��aa„aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa,aa.aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaadiaaaaaaaa a_aaaa _. ��iy������� . . ii . . ii .11111 il't . 0► ...►.�A.��.�.�.�.�.�.�.0.�.�.�.1►.��, '� / �r_ 1. , ._. .,. .� construction,bwlding seizure,and/or monetary Ilab I y 11I -( � ���' t ' � '', / / ■ 1 1 111 ■ 1 ■111 I / I 0. '���; r -� , - 3 _f 4 c c c c SEE NOTE 5 ^,#C� �4 X11 G!_ 1!� , 7 5 EGG �G �G oG ®G ,G �G c�G� GG G GG GGG 1 ..r ::i 1� .._... Uii� 1 _ .>RACK LIJ� . i:.. `II �'. D X _ 4' 4' 4' 4' 4'- Milli- � � � � �J - - - _ I .�pTS1 4 GN 1 o 0 0 0 oS.r ' �.:�� � 4, 4, X GN2 A - GN1 . . . . . , ' �"■u 4 i1�_ � WS . o o . .5?. WS�i_.................. 1,., ,,,. ,I� -- oe �/• -`ice_ __�1 = _41. 1�����, ins;, - i i 4 =�;�_ 10..,:o.�►:...-.--1.".Itti......�i�i.::•:!:f,%////.•-btu siiiriiieniiiiiiiiiii -- IIII/ C C di , i OC 0 C 0 C 0 C 0 0 0 , 514 ' , 1600,- 11111111-ai ill 1117( a e g / j C} 0C 0G ::: o C 0G 0G 0G �:�,;C ;,G 0C _______,... T5 i-- � ' ' �CilICii 4 4' I�1l 4' i� // \ , AG1 /i /O / ♦ ! Y 3 AG1 I►I.. . � I--.I-1111..._......... i - � I , r-- -AI- i -11m r..� r�� r��, ►-, b.o. LVL beam r II I._ 1�/ _ ��_1 14 4 - 4 14 ��1 A-��� Ili I',11 ._�_. 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N1.1!♦!♦ ♦. 4, 1! 1 1 1 ♦♦! ♦ ! ! ♦ 1♦ 1 •1 ♦• ♦ ♦ • !♦ ! ♦ !11♦ 11 • 1 11!!11!111•♦.1.111.♦11A.♦1.1A.1.1A.ll.1.111.111A.1.1.♦♦1.1.!!.♦♦!!♦♦1.1.1.1�.!♦!1.♦1.1♦♦.1♦.♦!1.♦!!♦♦♦.1.♦1.1.♦♦!1♦.!!.1.!!1.1.1.1.1.!!1♦11♦.!1.1.1!1.1.!1.♦11♦11♦111♦♦!♦ ♦ ♦ ♦ 1 1 I I I.... - .,' ES i I-- $EE NOTES '- ,who v2 • •. deck I I I LLI q. I �- . b LVL beam I- -1.• ,J019 S ' (1) D Single-gang Jbox with Weight of fully e i pped rack is a pp rox. 225 lbs. Su pp ort wall according to local codes. Use 5-gang J-box with >-- 0 / Dual NL4 connector plate back board. Refer to rack's installation instructions. Bose CC64 Controller 2 (1) III Rack opening (12.5° x 12.5") fl cY rii / 23.40 30.00 . 11T-- 1---------1111111.111.1. . el 7. _J D < 1 . •. , \ 0 C") z1 1 • I `j♦ \' •C N M o (./) (-_ SYMBOL DESCRIPTION 12.3 m :Co i 0 : : Single an J-box with 5.0 2.5 gang W 0 01 SINGLE GANG STANDARD DEPTH J-BOX WITH PLASTER RING. a • • • RCX-J2 N DJ p l ate C I ~= 40 6.0 12.5 9.5 I I I • ® 0 . I 0 2 4N SQUARE UTILITY SOX FLUSH MOUNT I N WA LL AS NOTED. I ;� +� , , o o o•I • I N. ® L • o I SINGLE GANG STANDARD DEPTH J-SOX INSTALLED ' I ∎ m m D ( L ManaqeHs Eesk o 3 FINISHED CEILING. i I i FIVE GANG J-BOX INSTALLED AT SWITCH HEIGHT WITH 3/4H i Drop Rough-In w °4 i 0 I own w l • • • CONDUIT TO INTERFACE BOX ABOVE FINISH CEILING. DETAIL 2. Bass Wall -Plate • I • D Pan Q o . . 0 �Ir lq to-qunr j .i-vox w I Lr l 1 I m Ceiling -._= ._ - r • • • o•3/40 DIAMETER CONDUIT. Dual i ��� �'� '' -� z Dua NL4 connector plate • • • T, :. T7 Q• c c/ I / centered between -'S , _10> 6� �. : - - I =. w co standards. (2) 20 Amp dedicate 4764,, Circuits in a quad box. z LEGEND NOTESS: Installed by EC. '1 " -6 o 1. INSTALL PLYWOOD BACK BOARD TO SUPPORT AUDIO RACK. INSTALL (2) 4' SQUARE UTILITY S Rack Backboard " u Rack Backboard FOR AUDIO CABLES WITH FIELD CONDUITS TERMINATED AT 11415 LOCATION. INSTALL (1) SINGLE (2) 4x4 J Box for Audio w J-BOX BELOW AUDIO BOXES WITH 3/4' CONDUIT FROM TELECOM BOARD. INSTALL (2) 120VAC, Cables. Installed by EC. . . . w AMP DEDICATED CIRCUITS IN A QUAD OUTLET. SEE DETAIL 3. BOTTOM OF RACK 2 ITO. INSTALL A 5-GANG J-BOX AT SWITCH HEIGHT WITH A SINGLE GANG J-BOX AT SWITCH HEIGHT TO B -7�_��� AFF (1) dingle gang J-box for z o w TO THE RIGHT. USE 3/4 CONDUIT TO CONNECT THE TWO J B0XE5 AND THEN A SINGLE 3/4 Ht J � w z w u RUN TO THE EQUIPMENT RACK. SEE DETAIL 4. telecom plate/,lack. lo„ Q , ,_ , 3. WALL MOUNTED UTILITY BOX SHOULD SUPPORT 302A (131bs) WEIGHT ACCORDING TO LOCAL CO w w w o 0 MOUNT 11-1 1/s" FROM CEILING TO TOP OF Box SEE DETAIL 1. Installed by EC. z > 0 o -i; 4. WALL MOUNTED SINGLE GANG J-BOX AT 20" A.F.F. WITH DAISY CHAINED CONDUIT AS SHOWN 0 0 o Q ., o ON T1415 LAYOUT. SEE DETAIL 2. DETAIL 2.5 Bass Wall-Plate DETAIL 3. Wall Rack Installation. DETAIL 5. 1"I- 16 Installation 5 w m 1 5. WALL MOUNTED SINGLE GANG J-BOX AT as A.F.F. WITH DAISY CHAINED CONDUIT AS SHOWN w ON THIS LAYOUT. SEE DETAIL 2.5 w0 m ° 8. GENERAL NOTES: - GC/EC RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CONDUIT, J-BOXES, ELECTRICAL OUTLETS, UNISTRUT, AND PLYWOOD BACKING. - ALL UTILITY BOXES SHALL BE PROVIDED WITH STEEL COVERS. - ALL CONDUIT DIAMETERS SHALL BE 3/4" UNLESS OTHERWISE SPECIFIED. ALL CONDUIT REFERENCE THIS TO PROVIDED WI T14 STRINGS. T BE PROV DED T PULL ' NOT APPROVED WITH THIS PERMIT - ALL EXPOSED J-BOXES AND CONDUIT TO BE PAINTED WHITE. / 16 / EQ,. EQ. /' -EQ. / EQ. I.. a-tit ` I . H 1a 1 ° I_ -0�I �-- 1 I i I ° 1� : 1 L 1 0 1 If N Q 0 8 1 TI 1 1 1 I1 1 1 1 1 �� 1 � � � n � � t � I 1 I 1 1 r, D.) r\i/ Om • N _ , _ _ _ d 3/411 GAIT - - - - ��_ -. TaCHNO�.O5Y4 67OUP CONDUIT STUBBED TO 4'x4" J-BOx. T■ .�--�> _---_-->-, --�.--, _-_-->,-_.• -1-. _r_L MUST SUPPORT 302A WEIGHT (13 tbs} z '� 29755 BECK RD. ACCORDING TO LOCAL CODES. = WIXOM, MI 48393 711rz s . 248-668-3100 FAX: 248-668-3101 (CONDUIT SUPPLIED BY G.C.) . L\ LI\ �,, 302- instal =• on wall! 0 -A ins !led on •11 302-A ins lied on •11 DOUBLE GANG (RAW *231 OR EQ) I ! I NL ...UNCTION BOX AND/OR PLATE 15 .T agoolma imakinam c REQUIRED TO ATTACH 302A �� ARCHITECTURE • . BRACKET• ALL HARDWARE 1 7........ z 0 R 0 :•� PROVIDED BY GC. BOX ASSEMBLY ar�� -_ ._ . I EQ. IQ• TO SUPPORT 302-A WEIGHT (13 11 s) �1,�; r _._ •I i• -, ACCORDING TO LOC�1l. CODES. -- -- SUPPORT AS NECESSARY. .- e , .. 51 Bas located ,: •11 I BI 3.- �-_. ...... ....... T .1 ="= w/pl♦ -. behind w/•late behind maim.. BOSE SPEAKER TO BE INSTALLED 61 a USING APPROVED MOUNTING METHODS. SEE EQUIPMENT MANUAL FOR I 1 1 - ! ll L u ll 0 N L Y s. lLri■■t �� FURTHER DETAILS. 1-' .T `'r Ii DATE: S4-IEET: 4 10/06/200q il SCALE: L5O1 «� 5 0 i . 4. DRAWN BY: LETAIL 1 . Bose A.al l 1ounted 302A PROJECT No.: ____ __, _ _ _. , , • i _ _ , , 1 2 1 2 _ -,-- 1 I I EXISTING LANDLORD SUPPLY AIR DUCT. I; I I , ' COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright l protection as an"architectural work"under sec.102 of the copyright act,17 OUTLINE OF MEZZANINE ABOVE. VAV-1 l OT-STAY u.S.C.As amended January 2003. The protection includes,without ( - limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such lion, unauthorized use of these - drawings and result in cessation of construction,building tr OTC—2101 �_. .. seizure,and/or monetary liability. r H.C. LAV — SD 2 50 i p � K -."air �', DUCT BELOW CEILING. ROUTE - C�, �<<.; - DUCT AS HIGH ANO TIGHT TO 6"is UP TH ROOF. RG-1 AP RG-1 _ - CEILING AS POSSIEBLE. 6 A — rig .3 _. 62"0__ ;. r 22/12 / Alli SG-1 C 1 O'c ' : , TYP 200 (T )_ _3 �? 20 ( ) 20 100 RG-2 AP 14 - V V I f I 12"0 12"0 I , \ t le ■ 6'' p 22/12 111111/ © `50 CFM r-' Ft , ter- _ SD-1 _ _ -� '+� �� � , I} SD SD 1 —�- ,_.,/ Mir jY( ) E TYP 350 350 350 400 I' f' � e : `N c.'; g S C'�k �': S �s �.y {mow 7 , t Y' SS 4�' 4,,, d! 3 SG SG-1 IL e- - VAV-3 ., ,0 gt 200 200 t m — T-STAY 032/i4f TG-2 SD-2 •i;.O V V 3 �"50 CFM I i 11 4 \�� ' MOUNT TOP OF GRILLE ;y II i" �p2� 140 J I I 22/8 UNDER BEAM AT 10-8" A.F.F. -, �� II H 11' E SD 2 : 91 I� II 7 e 1 ) t� ■ f Ti i d f v, t P _- p' a , 0 C; E' `s 4 s i °" FE R ry SD-1 SD-1 \ SD-1 \ SD-2 2 f I i I 350 350 400 SG-1 ]__•,... SG-1 � 50 \\ -1_71,/ P - r 150 200 �6�, VJV-_� " re SD-1 - �._..� , _ �_._..� _,-, - �_ ._., O1 e00 CFM 12 s� 350 = 12 �r :Ø; — 120 12 E _.. -`�`" ,. " TYP - 12" E 20 14/8 UNDER BEAM f d 9 , 4 E, SD-2 w J illi �,� 1.4 � -,. c '� RG-1 RG-1 F 3 H 1 f x ¢ AP 6"0 ,"* _ ; ;: _ `sue. ,� .., °c.,.' 4.... III‹ \ I V'v- QT-STAY SG-1 ,,�-- —► SG-1 150 / \ 200 i i Et a D MECHANICAL PLAN 0 Z 1/4".l'-o" (I) 0 SG_1 FIELD VERIFY ALL CONDITIONS 0 200 _ CJ„ LL1 DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE �' SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING • ti FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND CN J MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING H. CONDITIONS. ".” 0 < . C 0 r-t -r ® THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER 0 P 0 RIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE In DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER Z AFTER CONTRACTORS BIDDING COSTWILL BE FINAL AND SHALL BE IMPLEMENTED AT W ■■� . BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Et 1 Et < CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE /? COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. 0 THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF 0 ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN �� W ......I INTENT. ` 0.,. CO > F-TRANE NATIONAL ACCOUNTS HVAC EQUIPMENT PACKAGE W Q EQUIPMENT PACKAGE z INCLUDES ALL TRANE HVAC EQUIPMENT AND RELATED ACCESSORIES SUCH AS CURBS, Q THERMOSTATS, HEATERS, ETC., AS SPECIFIED ON THE PLANS AND SPECIFICATIONS FOR Ce PACIFIC SUNWEAR. W OD 2 VAV SYSTEM SEQUENCE OF OPERATION FOR COMPLETE INFORMATION ON THE PACIFIC SUNWEAR EQUIPMENT PACKAGE CONTACT THE Z NATIONAL ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS: DAY CYCLE - COOLING (SALES AND NON-SALES) z PATRICK BRONSON TOM CALLAGHAN 1. A MAXIMUM OF 60 F SUPPLY AIR WILL BE PROVIDED BY TRANE NATIONAL ACCOUNTS TRANE NATIONAL ACCOUNTS LANDLORD VIA MEDIUM PRESSURE DUCT. 17760 ROWLAND STREET 17760 ROWLAND STREET CITY OF INDUSTRY, CA 91748 CITY OF INDUSTRY, CA 91748 W 2. THERMOSTAT SHALL MODULATE VAV DAMPER TO PHONE: 626 435-1176 DIRECT LINE PHONE: 626 435-1181 DIRECT LINE MAINTAIN ROOM SET TEMPERATURE. PHONE: 866 882-1611 TOLL FREE PHONE: 866 882-1611 TOLL FREE FAX: 626 913-2489 FAX: 626 913-2489 cr MORNING WARM-UP / HEATING EMAIL: pbronsonOtrane.com EMAIL: tcallaghan@trane.com z o > W GENERAL HVAC NOTES 1. WHEN ROOM TEMPERATURE DROPS BELOW 70 F, VAV DAMPER ANY CHANGES OR VARIATIONS TO THE ORIGINAL EQUIPMENT PACKAGE THAT WOULD AFFECT a w o Ce SHALL CLOSE TO MINIMUM POSITION. THE HVAC EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OF THE ACCOUNT z , o �> 1• GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND 11. ALL RECTANGULAR RETURN AIR, AND SUPPLY AIR DUCTWORK SHALL BE EXECUTIVE AT TRANE NATIONAL ACCOUNTS. 0 1:-.._ o ¢ gw a cr REMOVAL OF EXISTING DUCTWORK, DIFFUSERS, GRILLES, CONTROLS, LINED WITH 1" THICK ACOUSTICAL LINER LINED DUCTWORK DOES NOT 2. THERMOSTAT SHALL CYCLE 1ST STAGE, THEN 2ND STAGE ETC., AS REQUIRED TO FACILITATE NEW INSTALLATIONS. REQUIRE EXTERIOR INSULATION. DUCT DIMENSIONS SHOWN ARE INSIDE ELECTRIC HEATER TO MAINTAIN ROOM SET POINT TEMPERATURE. NOTE: ORDERING PROCEDURES > m "° g NET DIMENSIONS, ADD TO SHEET METAL SIZE FOR INSULATION. IN l'w o o ' 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL, DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE UNLESS SMOKE DETECTION HVAC PACKAGE IS PROVIDED BY PACSUN AND INSTALLED BY THE GENERAL CONTRACTOR. m i- 0 COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING OTHERWISE NOTED OR REQUIRED BY FIELD CONDITIONS. COORDINATE GENERAL CONTRACTOR SHALL CONTACT TRANE PRIOR TO BID SUBMITTAL TO RECEIVE A LIST HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO EXACT MOUNTING HEIGHT IN FIELD WITH GENERAL CONTRACTOR. ROUND 1. WHEN SMOKE DETECTOR IN LANDLORD'S RETURN AIR DUCT OF ADDITIONAL MATERIALS/LABOR REQUIREMENTS THAT ARE TO BE INCLUDED IN THEIR BID 4 FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. RIGID SUPPLY, RETURN, ALL RELIEF AIR AND ALL OUTSIDE AIR DUCTS IS ACTIVATED, SUPPLY AIR WILL SHUT DOWN. DOCUMENTS. `!'ii,' �` PtCE. 0) 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL FEDERAL, SHALL BE EXTERNALLY INSULATED WITH 1" THICK, 1.5 LBS. DENSITY FOIL to !, • ; pRs ri T .,, • 'E• ' STATE AND LOCAL CODES AND ORDINANCES. FACED FIBERGLASS INSULATION. ROUND DUCTWORK IN CONDITIONED SPACE PARTS AND LABOR WARRANTIES, DOES NOT REQUIRE INSULATION UNLESS OTHERWISE NOTED. TRANE WARRANTIES ALL PARTS FOR A PERIOD OF ONE (1) YEAR FROM INITIAL STARTUP OR 4. FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND DETAILS 18 MONTHS FROM DATE OF SHIPMENT, WHICHEVER OCCURS FIRST. CERTAIN EQUIPMENT HAVE ,,.,._- NECESSARY TO PROVIDE A COMPLETE HEATING, VENTILATING, AIR 12. ALL DUCTWORK SHALL BE SHEET METAL FABRICATED IN ACCORDANCE COMPONENTS THAT INCLUDE AND EXTENDED WARRANTY LONGER THAN ONE 1 YEAR. TRANE E� CONDITIONING SYSTEM. INCLUDE ANY LABOR AND MATERIAL NOT WITH ASHRAE GUIDE AND SMACNA MANUAL LATEST EDITIONS. O .., �`� = MECHANICAL CODED NOTES PARTS WARRANTIES BELONG TO THE EQUIPMENT OWNER. SPECIFICALLY MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE 13. ALL BRANCH TAKE—OFFS SHALL BE PROVIDED WITH MANUAL � AND OPERATING SYSTEM. ALL WORK SHALL BE INSTALLED IN A L'1 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A PROGRAMMABLE THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR FIRST YEAR LABOR WARRANTY, DELIVERY °n Excellence PROFESSIONAL MANNER AND SHALL MEET ALL THE REQUIREMENTS OF BALANCING DAMPERS. COORDINATION, RECEIVING AND INSTALLATION AS DESCRIBED IN THE SPECIFICATIONS. M•Retail Engineering, inc. THE STATE BUILDING CODE, CITY BUILDING CODE, SAFETY AND HEALTH THERMOSTAT WITH REMOTE SENSOR AT 4 FT. ABOVE FINISHED FLOOR TO BE SAME 14. FLEXIBLE INSULATED DUCTS SHALL BE MAXIMUM 5 -0 LONG AND MANUFACTURER AS HVAC UNIT. COORDINATE EXACT LOCATION WITH TENANT. CODES, NFPA CODES AND ALL OTHER APPLICABLE CODES AND SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL WIRE TO VAV BOX PER MANUFACTURERS PRINTED INSTRUCTIONS. REQUIREMENTS. ALL COSTS FOR SAID REQUIREMENTS SHALL BE CODES. 750 Brooksedge Blvd. INCLUDED IN THIS CONTRACTORS BID PRICE. 2O VAV-1 SYMBOL LEGEND Westerville, Ohio 43081 15. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A FAN POWERED FAX 614.818.2337 5. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED COMPLETE TEMPERATURE CONTROL SYSTEM TO INCLUDE: PANELS, PARALLEL VARIABLE-AIR-VOLUME BOX AND ACTUATOR COMPATIBLE WITH SYMBOL DESCRIPTION SYMBOL DESCRIPTION WEB www8m8•corporotions.com PERMITS AND INSPECTIONS AND PERFORM ALL TESTS CALLED FOR MODULES, RELAYS, WIRING, THERMOSTATS, SENSORS, DAMPERS, THERMOSTAT AS INDICATED ON THE PLANS. VAV BOX SHALL BE SUSPENDED FROM OR REQUIRED AS A PART OF HIS WORK. FURNISHED APPROVED ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE STRUCTURE WITH IN-LINE COMBINATION RUBBER AND SPRING VIBRATION SUPPLY AIR DIFFUSER ( 1 r , ROOF MOUNTED EQUIPMENT CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT AT R FURNISHED 1.1. SHADING DENOTES BLANK-OFF I I AS NOTED COMPLETION OF PROJECT. THE DESIGN INTENT AS INDICATED ON THE PLANS AND IN THE CODED ISOL 0 S FU NISHED AND INSTALLED BY THE CONTRACTOR. VAV BOX SHALL BE \....../ L_J NOTES. CONNECTED TO THE MAIN AIR DISTRIBUTION SYSTEM WITH DUCT SIZES AS SHOWN. 6. MECHANICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM CONTRACTOR SHALL VERIFY AIR QUANTITY, SYSTEM PRESSURE AND DISCHARGE AIR RETURN AIR GRILLE OR DUCT CEILING EXHAUST FAN IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS 16. ALL TEMPERATURE CONTROLS, FIRE ALARM COMPONENTS, EQUIPMENT TEMPERATURE BEFORE INSTALLATION. REPORT ANY DISCREPANCIES THAT WOULD ENGINEER NAMEPLATES, LABELS, OR COLOR CODED COMPONENTS SHALL BE CAUSE THE VAV SYSTEM NOT TO OPERATE AS DESIGNED TO THE GENERAL MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL, MASKED DURING PAINTING TO PREVENT DAMAGE FROM OVER- CONTRACTOR. VERIFY BOX INLET AND OUTLET CONNECTION SIZES AND INCLUDE 0 © T-DENOTES THERMOSTAT , � HVAC FIRE PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER S-DENOTES SENSOR „ . BUILDING DRAWINGS. SPRAY OR OBSCURING INFORMATION. DUCT TRANSITIONS AND FLEX DUCT CONNECTIONS IN BID. UNIT SHALL BE \ t `` � e-tf , , FURNISHED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE ....--1—8` 1—t DUCT MOUNTED GRILLE J J x :. E 17. ALL LOW VOLTAGE WIRING AND CONDUIT REQUIRED FOR FILTERS PRIOR TO TURNING STORE OVER TO TENANT. SEE VARIABLE AIR VOLUME TURNING VANES O 7• MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS—BUILT MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY BOX SCHEDULE FOR FURTHER INFORMATION. � � -1 6'1\ ��w M DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON TV THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT MECHANICAL CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE INFORMATION AT COMPLETION OF PROJECT. FOR COORDINATING WITH ELECTRICAL CONTRACTOR ALL WIRING AND 03 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A BROAN EXHAUST ROUND DUCT MOUNTED o. CONDUIT REQUIRED FOR EQUIPMENT OPERATION AND CONTROL. FAN (120V. 1 PH. 60 HZ) COMPLETE WITH INTEGRAL BACKDRAFT DAMPER O SUPPLY AIR DIFFUSER �'� ' DUCT TRANSITIONS ` ' s.: . 8• CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR AND ON—OFF SWITCH. EXHAUST CAPACITY SHALL BE 80 CFM AT .5" S.P. �;, - '' , TO BID AND INCLUDE IN BID ALL COSTS TO MAKE FIELD COORDINATION 18. EXISTING SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR CONTRACTOR TO EXTEND NEW EXHAUST DUCT TO EXISTING ROOF PENETRATION. '' %£ „ ,' AND ADJUSTMENT TO DUCTWORK FOR FIT INTO EXISTING STRUCTURE. COVERAGE TO MEET LOCAL CODES AND LANDLORD REQUIREMENTS VERIFY EXISTING LOCATION PRIOR TO BID. SUPPLY AIR DUCT RISE i`1t° CONTRACTOR SHALL VERIFY AND FIELD COORDINATE FINAL LOCATION APPROVAL ALSO REQUIRED BY LANDLORDS INSURER SIMILAR FOR RETURN AIR BRANCH DUCT WITH SPIN-IN ;;, . � " OF MECHANICAL EQUIPMENT. O MECHANICAL CONTRACTOR SHALL PROVIDE A TRANSFER GRILLE OPENING IN THE FITTING AND VOLUME DAMPER____LI::___19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE HIGH SIDE WALL, SIZED AS INDICATED, FOR RETURN AIR BACK TO HVAC UNITS. 9• NEW DUCTS USED TO CONVEY THE CONDITIONED AIR SUPPLY AND MECHANICAL EQUIPMENT COMPONENTS ARE INSTALLED AT SUPPLY AIR DUCT DROP DATE: SHEET: VENTILATION AIR ARE TO BE MADE OF CONTINUOUS SHEET METAL. LOCATIONS AND ELEVATIONS WHICH MAKE THEM READILY 05 MECHANICAL CONTRACTOR SHALL PROVIDE A TRANSFER GRILLE, SIZED AS SIMILAR FOR RETURN AIR �. F.D. - FIRE DAMPER 10/16/200q ACCESSIBLE FOR ROUTINE MAINTENANCE WITHOUT REQUIRING ANY SCHEDULED, IN CEILING OF RESTROOM FOR TRANSFER AIR TO TOILET EXHAUST FAN. s DUCT SMOKE DETECTOR SCALE: 10. DUCT LININGS (THERMAL AND ACOUSTICAL), VIBRATION ISOLATION EXTRAORDINARY MEASURES. " L CONNECTORS, FLEXIBLE DUCT CONNECTORS, AND DUCT TYPE TO CONTRACTOR SHALL STUB A DUCT, AS INDICATED, FROM GRILLE TO 6 ABOVE M 1 0 0 BE APPROVED BY CODE AND LANDLORD. PLATFORM. COVER OPENING WITH BIRDSCREEN. HSW HIGH SIDE WALL M.C. MECHANICAL CONTRACTOR DRAWN BY: GH/JD LSW LOW SIDE WALL E.C. ELECTRICAL CONTRACTOR _ PROJECT No.: 910024 VANES PRE-ASSEMBLED ON RUNNER PLATES ALL DUCT LINER TRANSVERSE ._ FLANGED AND GASKETED JOINT DUCT Design Parameters: USE GALVANIZED VANES FOR GALVANIZED ADHESIVE INEACOCORDA CE NRFORCEM NT IN CACOCO DANCE AIR DEVICE SCHEDULE 1212 OR ALUMINUM DUCTS-- W/ SMACNA STANDARDS W SMACNA 2" W.G. CLASS, City Name Portland / / NOTES Location Oregon (TYP.) SEAL NON-GASKETED TRANS- ' Latitude 45.6 Deg. r PLATE SAME GAUGE AS DUCT VERSE JOINTS IN ACCORDANCE 1.SYMBOL KEY - 4. VOLUME DAMPER- Longitude 122.6 Deg. 4 W/ SMACNA CLASS "C" (TYP.) FIRST LETTER: S-SUPPLY R-RETURN E-EXH T-TRANSFER FACTORY FURNISHED. OPPOSED BLADE OR BUTTERFLY Elevation L 39.0 ft l 1 (I L 1 i l i SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE WHERE AVAILABLE. ADJUSTABLE FROM FACE. COPYRIGHT NOTICE: Summer Design Dry-Bulb 90.0 °F r, 2.PROVIDE OP11OAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE- Summer Coincident Wet-Bulb 67.0 °F OTHER THAN 4-WAY. "A" SURFACE MOUNTED These drawings and specifications are copyrighted and subject to copyright Summer Daily Range 21.6 °F » » protection as an architectural work under sec.102 of the copyright act,17 ° / "B" LAY-IN, PROVIDE WITH PLASTER FRAME R Winter Design Dry-Bulb 22.0 °F /` 3. FINISH- u.S.C.As amended January 2003. The protection includes,without Winter Design Wet-Bulb 18.4 °F < AIR "A" WHITE. "C" FOR DRYWALL CEILING MOUNTING. limitation,the overall form,arrangement and composition of spaces,and Atmospheric Clearness Number 1.05 MAIN DUCT "B" WHITE - G.C. TO FIELD PAINT, REFER TO ARCH. SET FOR C LAY-IN FRAME FOR T-BAR CEILING. elements of the design. Under such protection, unauthorized use of these E E drawings and specifications may result in cessation of construction,building Average Ground Reflectance 0.20 FLOW g 0 0 1 ACOUSTICAL ADD. INFO, TO MATCH CEILING/WALL WITH ENAMEL FINISH. 6. PROVIDE BOOT FOR DUCT MOUNTING. seizure,and/or monetary liability. Soil Conductivity .... 0.800 BTU/(hr-ft-°F)°F) LI N I N G Local Time Zone(GMT+1-N hours) 8.0 hours _� SYMBOL MANUFACTURER/ NOMINAL SIZE MOUNTING MATERIAL FINISH DPR. BORDER Consider Daylight Savin s Time No 1• CATALOG REMARKS g (1)(2) MOD. NECK CLG. OTHER STEEL ALUM. (3) (4) (5) Simulation Weather Data noneN/A NUMBER » F-- -- Current Data is 2001 ASHRAE Handbook 3 1/4" 1 1/2" 1 CONICAL OR BELLMOUTH SPIN- TITUS Design Cooling Months January to December IN FITTING, SEAL AIRTIGHT W/ SD-1 TMRA 22"0 10"o • O B • A R=2" TAPE DOWN EXTERNAL MASTIC . INSULATION • SD-2 TITUS 13"0 6"�s • • B • A Air System Information TMRA Air " " FASTEN W MIN. 3 System Name PACSUN Total Number of zones 1 DUCT SIZE OVER 36 X36 DUCT SIZE 36 X36 OR UNDER / ( } SD-3 TITUS 12"x12" 6"0 • • A • A Equipment Class UNDEF Floor Area 4076.0 ft2 SHT. MTL. SCREWS, -. TMS Air System Type VAV Location Portland,Oregon SQ. ELBOW WITH TYPE "A" SQ. ELBOW WITH SINGLE SEAL W/ DUCT TAPE DOUBLE THICKNESS VANES THICKNESS VANES AND MASTIC SG-1 TITUS 14"x$" 12"x6" DUCT • A • A ODUCT MOUNTED Sizing Calculation Information 300RS Zone and Space Sizing Method: ROUND RIGID DUCT Zone CFM Sum of space airflow rates Calculation Months Jan to Dec TURNING VANE SCHEMATIC .1.► , Space CFM Individual peak space loafs Sizing Data User-Modified NTS 1" WRAPPED INSULATION TITUS RG-1 355RL 24"x24" 22"x22" • • A B Central Cooling Coil Sizing Data TYP. ROUND DUCT TAKE--OFF SCHEMATIC Total coil load 7.9 Tons Load occurs at Jul 1400 A NTS , Total coil load 95.1 MBH OA DB/WB 89.4/66.8 °F TITUS Sensible coil load 84.9 MBH Entering DB/WB 75.8/64.1 °F MIN. CLEARANCE FOR MIN. SERVICE TG-1 355RL 8"x8" 6"x6" • • A • A Coil CFM at Jul 1400 4418 CFM Leaving DB/WB 58.0 1 56.9 °F ACCESS TO FAN Sc MOTOR INDUCTION CLEARANCE 36" TITUS Max block CFM 4850 CFM Coil ADP 56.0 °F ALL DUCT LINER TRANSVERSE ----° FLANGED AND GASKETED JOINT TG-2 355RL 32"x14" 30"x12" • • B A HIGH SIDE WALL Sum of peak zone CFM 4850 CFM Bypass Factor 0.100 INDUCTION EDGES TO BE COATED W/ OR DUCT CONNECTION AND RE- Sensible heat ratio 0.893 Resulting RH 59 % SECURE FLEXIBLE DUCT W/ OPENING ADHESIVE IN ACCORDANCE INFORCEMENT IN ACCORDANCE ft2/Ton 514.3 Design supply temp. 58.0 °F DRAWBAND, SEAL CONN. AIR- �, 0 FIELD COORDINATE EXACT MOUNTING HIEGHT OF DUCT MOUNTED DIFFUSERS WITH GENERAL CONTRACTOR PRIOR TO 2'-0" W/ SMACNA STANDARDS W/ SMACNA 2" W.G. CLASS, BTU/(hr-ft2) 23.3 Zone T-stat Check 1 of 1 OK TIGHT IN ACCORDANCE W/ (TYP.) DUCTWORK FABRICATION AND INSTALLATION (TYPICALLY 12'-0" TO 13'-0" A.F.F.). DO NOT MOUNT BELOW LIGHTING. Water flow @ 10.0°F rise 19.03 gpm Max zone temperature deviation 0.0 °F SMACNA STANDARDS. VAPOR AIR FLOW ELECTRIC HEATER SEAL NON-GASKETED TRANS- BARRIER & INSULATION SHALL CONTROLS VERSE JOINTS IN ACCORDANCE BE INSTALLED OVER CONN. & E //// III W/ SMACNA CLASS "C" (TYP.) FAN Supply Fan Sizing Data SECURED W/ ADD'L. DRAW- /BACKDRAFT L L J MECHANICAL/PLUMBING RESPONSIBILITY SCHEDULE BAND (TYP.) Actual max CFM 4850 CFM Fan motor BHP 0.00 BHP l--� /DAMPER Standard CFM 4843 CFM Fan motor kW 0.00 kW I I E// FURNISHED BY INSTALLED BY REUSE Actual max CFM/ft2 1.19 CFM/ft2 Fan static 0.00 in wg INSULATED MEDIUM I I AIR ITEM EXISTING N/A REMARKS PRESSURE FLEXIBLE DUCT TENANT LANDLORD CONTR. LANDLORD CONTR./PARTITION MAIN DUCT -r -- _ = E' FLOW Air System Information PRIMARY - `�`� DISCHARGE 1" ACOUSTICAL AIR HANDLING UNITS • Air System Name PACSUN Total Number of zones 1 il LINING Equipment Class UNDEF Floor Area 4076.0 ft2 - alma�' - - - - -, r �� STRUCTURAL SUPPORTS FOR AHU Air System Type VAV Location Portland, Oregon MI11111111 () BALANCING TAPS - i y AS REQUIRED Sizing Calculation Infoation AIR FLOW AIR FLOW AHU MIXING BOX WITH FILTERS AND Zone and Space Sizing Metbd: 1 DIA. MIN. ��-"- MIXING BOX DAMPERS LENGTH I , i LUME DAMPER LOCATION V /INSULATED MEDIU � ERE ABOVE LAY-IN CEILING. AHU MIXING BOX MOTOR OPERATED Zone Sizing Data PRESSURE DUCT LOW PRESSURE DUCT i ___ �, PROVIDE W/ LOCKING QUADRANT DAMPER ACTUATORS • T 2 RANSITION TO TRANSITION TO OVAL » , 1.____J �i Maximum Design Minimum Time Maximum Zone OR RECTANGULAR DUCT ALLOW 3'-0 MIN. DUCT SIZE SHOWN \ I CONDENSING UNITS • SAME SIZE AS VAV BOX CLEARANCE FOR ON DRAWINGS i / Cooling Air Air of Heating Floor CONTROL ACCESS BRANCH DUCT - Sensible Flow Flow Peak Load Area Zone CONNECTION SIZE -----1- CURB AND/OR STRUCTURAL SUPPORTS FLEXIBLE CONNECTOR I / , FOR COND. UNITS AS REQUIRED • Zone Name (MBH) (CFM) (CFM) Load (MBH) (ft2) CFM/ft2 ELECTRONIC A ct u) Zone 1 62.0 4850 49 Jul 1600 32.6 4076.0 1.19 CONTROL ENCLOSURE ROOF TOP UNITS e TYP. SQUARE DUCT TAKE-OFF SCHEMATIC W Zone Terminal Sizing Data B NTS ROOF CURB AND/OR CURB ADAPTER .1 FOR RTU AS REQUIRED • FAN POWERED PARALLEL V.A.V. BOX SCHEMATIC D Reheat Zone Zone D NTS STRUCTURAL SUPPORTS FOR RTU • TO S.A. MAIN INSULATED ROUND DUCT AS REQUIRED. ozo Reheat Coil Htg Htg Mixing Coil Water Coil Water Box Fan Load gpm Load gpm Airflow V.A.V. BOXES SEE CODED NOTES AND III 8 Zone Name (MBH) ©20.0°F (MBH) ail 20.0°F (CFM) ® • NATIONAL ACCOUNTS INFO (/) Zone 1 32.6 3.26 0.0 0.00 0 (9 ' STRAP CLAMP DIFFUSERS AND GRILLES • • Space Loads and Airflows (TYPICAL} 0 DIFFUSERS/GRILLES FIRE DAMPERS • j C (1) ooling Time Air Heating Floor VOLUME ' Nm . 0 fl Zone Name/ Sensible of Flow Load Area Space DAMPER WALL FIRE DAMPERS AND/OR • c\I F.... ......1 FIRE DAMPERS Space Name Mult. (MBH) Load (CFM) (MBH) (ft2) CFM/ft2 COMBINATION SMOKE/FIRE , Zone 1 FLEXIBLE Vim. 0 < (19 Non-Sales 1 19.1 Aug 600 1475 14.1 1109.0 1.33 CONNECTION LOW PRESSURE DUCTWORK • • g (MAX. 5 FT.) FIRE DAMPER 0 u) Sales 1 43.3 Jul 1600 3344 18.5 2967.0 1.13 WHERE REQUIRED * I" THERMAL HIGH/MEDIUM PRESSURE DUCTWORK • • • _I Z a Z DESIGN COOLING DESIGN HEATING BLANKET WHERE INSULATING COOLING DATA AT Jul 1400 HEATING DATA AT DES HTG REQUIRED. 1 I I I I TEMPERATURE CONTROL SYSTEM • • SEE CODED NOTES IA COOLING OA DB/WB 89.4°F/66.8°F HEATING OA DB/WB 22.0 °F I 18.4°F ft 1 Et < < Sensible Latent Sensible Latent , RELIEF AIR/MAKE UP AIR • �- MOTOR OPERATED DAMPERS (f) < I I-- ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr) Window&Skylight Solar Loads 0 ft2 _ ft2 - _ �''�� �'' RELIEF AIR/MAKE UP AIR Ow 1-LI 0 0 • 0 < 0 Wall Transmission 324 ft2 2972 - 324 ft2 6539 - SUPPLY AIR DRYWALL CEILING MOTOR OPERATED DAMPER ACUATORS • Q ft2 ft2 DIFFUSER PLASTER FRAME H Roof Transmission 4076 ft 6244 - 4076 ft 23095 - SMOKE DETECTOR(S) IN RETURN Window Transmission 0 ft2 0 - 0 ft2 0 - AND/OR SUPPLY AIR DUCT • SEE CODED NOTES Skylight Transmission o ft2 0 - o ft2 0 _ DIFFUSER MOUNTING SCHEMATIC 05 ZONE DAMPERS • SEE CODED NOTES Door Loads 0 ft2 0 - 0 ft2 0 - 0 NTS Floor Transmission 4076 ft2 0 - 4076 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - DUCT HEATER(S) • Ceiling 0 ft2 0 - 0 ft2 0 - ALL THREAD UNIT/BASEBOARD HEATER(S) • ~w Overhead Lighting 450 W 852 - 0 0 - .�_ ~� ,. Q Task Lighting 9496 W 25689 - 0 0 - TO S.A. MAIN Electric Equipment 3950 W 11887 - 0 0 - RETURN AIR FAN • Z People 45 7399 9247 0 0 0 `e ce Infiltration - 0 0 - 0 0 OUTSIDE AIR INTAKE HOOD/FAN • W Miscellaneous - 0 0 - 0 0 m Safety Factor 10%/ 10% 5504 925 10% 2963 0 RELIEF AIR FAN OR HOOD • D >>Total Zone Loads - 60548 10171 - 32597 0 VOLUME - INSULATED SPIRAL DUCT Z Zone Conditioning - 69890 10171 - 30270 0 DAMPER �/� TOILET EXHAUST FAN(S) • • SEE CODED NOTES 0_ Plenum Wall Load 0% 0 - 0 0 - NOTE: ALL DUCTWORK TO BE METAL. , C Plenum Roof Load 70% 14569 - 0 0 - Plenum Lighting Load 3o°%° 461 - 0 0 - TOILET EXHAUST DUCTWORK • • SEE CODED NOTES w 5 Return Fan Load 4418 CFM 0 - 49 CFM 0 - OUTSIDE AIR REQUIREMENTS AIR BALANCE REPORT • AABC OR NEBB CERTIFIED Ventilation Load 0 CFM 0 0 0 CFM 0 0 - - - Supply Fan Load 4418 CFM 0 - 49 CFM 0 - ASHRAE 62 TRANSITION DUCTWORK ~ cc FLOOR OUTSIDE AIR ACTUAL AS-BUILT DRAWINGS z o > Space Fan Coil Fans - 0 - - 0 - ROOM SYSTEM OUTSIDE AIR '- TO NECK SIZE AS • W AREA REQUIREMENTS REMARKS '- >- V Duet Heat Gain/Loss 0% 0 - 0% 0 - PURPOSE SQ. FT. NUMBER ./ REQUIRED. w a r- W >>Total System Loads - 84920 10171 - 30270 0 CFM PER CFM CFM • • w o - Ow Y a o z SQ. FT. READ. PER UNIT T ,f T PLUMBING FIXTURES Z 0 Q o> 0 Central Cooling Coil - 84920 10179 - -428 0 > z fir-- o SALES 2967 0.30 890 - - - �.� �.� SAN, CW, HW, PIPING AND Q H o Q Ww o Terminal Reheat Coils - 0 - - 30697 - • • cn U z z� ROUND SUPPLY WATER METER w W wo >>Total Conditioning - 84920 10179 - 30270 0 N-SALES 1109 0.15 166 - - - WOG 0D ~ �' AIR DIFFUSER- . o 0 0 Key: Positive values are clg loads Positive values are htg loads TOTAL 1056 TOTAL 1056 - SPRINKLER PIPING AND HEADS • • REWORK PIPING IF POSSIBLE W CI m 1.-: o Negative values are htg loads Negative values are clg loads DIFFUSER MOUNTING SCHEMATIC ALL REQUIRED OUTSIDE AIR TO BE PROVIDED THROUGH LANDLORD PROVIDED AIR SYSTEM. D GENERAL NOTE VAV BOXES TO DISTRIBUTE LANDLORD PROVIDED AIR THROUGHOUT THE SPACE. NTS (OPEN CEILING INSTALLATION) THIS SCHEDULE IS INTENDED AS A "QUICK" REFERENCE. ALL ITEMS LISTED HERE ARE SPECIFIED AND DETAILED ON THESE DRAWINGS. IF THE CONTRACTOR ENCOUNTERS ITEMS THAT ARE CONTRADICTORY THEN IT IS HIS RESPONSIBILITY TO INFORM TENANT'S CONSTRUCTION MANAGER SO THAT THESE ITEMS CAN BE CLARIFIED FOR THE CONTRACTOR. . --DyL im,„ ' -,eii Emphasis On Excellence M•Retail Engineering, Inc. VAV BOX SCHEDULE (ELECTRIC HEATING COIL) 750 Brooksedge Blvd. Westerville, Ohio 43081 BOX PRIMARY CFM FAN (PARALLEL) ELECTRIC HEATING COIL F 614.818.2323 PRIMARY RADIATED ( ) FAONE x 614.818.2337 TAG TRANS FAN AIR INLET DESIGN OPERATION MAXIMUM OLTS VOLTS REMARKS WEB www.m-corporations.com E.S.P.ESP EAT LAT MODEL SIZE SIZE ("0) DESIGN DESIGN NC CFM (IN WC) HP KW STEPS PHASE (.F) (•F) PHASE COOLING HEATING VAV-1 VPEF 04SQ 12"0 1650 470 37 1100 0.5 1/3 120 10 2 67.1 82.6 208 A 1 3 ENGINEER 120 208 VAV-2 VPEF 04SQ 12"0 1600 470 37 1100 0.5 1/3 10 2 67.1 82.6 A 0 'µ' v ' r`-'-'f2,,,,-, -- - et 120 208 qj - is k f '' ' VAV-3 VPEF 045Q 12"0 1600 470 37 1100 0.5 1/3/3 10 2 67.1 82.6 A ;�..=ri.'�` 1 3 t, 1 . S/ ., NOTES: ffi e,r r,_s, A MINIMUM STATIC PRESSURE DROP ACROSS THE VAV BOX FOR PROPER OPERATION SHALL BE k N`,„ , BETWEEN 0.1" AND 0.15", AS TESTED PER ARI 880. ' "YOSO 000 DATE: SWEET: 10/16/200c1 SCALE: DRAWN BY: N/1200 GH/JD PROJECT No.: 910024 DIVISION 15 - MECHANICAL DIVISION 15 - MECHANICAL DIVISION 15 - MECHANICAL DIVISION 15 - MECHANICAL SECTION 15000 SECTION 15200 SECTION 15300 SECTION 15500 MECHANICAL GENERAL PROVISIONS PLUMBING FIRE PROTECTION HEATING, VENTILATION, AND AIR CONDITIONING 1212 A. GENERAL CONDITIONS I. SHOP DRAWINGS A. SCOPE OF WORK A. SCOPE OF WORK A. SCOPE OF WORK 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND 1. SUBMIT SIX COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 1. THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 1. THE HVAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 12. FLEXIBLE CONNECTIONS 4. PIPING SPECIALTIES SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, A. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF MANAGER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, A. FLEXIBLE COLLARS SHALL PROVIDED IN ALL CONNECTIONS BETWEEN FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN DIVISION 15. BE EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS INCH O.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF , POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE COPYRIGHT NOTICE: WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS NORDEL, RATED AT 400 PSIG, O'F TO 200'F. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. - , C T E GENERAL REQUIRED RED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED M I TED TO THE REQUIRED RED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED M I TED TO THE B. STRAINERS Y PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH These drawings and specifications are copyrighted and subject to copyright SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL OTHER TRADES. CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) B. FLAMIPRE CONNECTIONS SHALL CONSTRUCTED OF NFLEXI BIL COATED ( ) FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) FLAMPPROOF FABRIC. PROVIDE ADEQUATE J01NT FLEXIBILITY TO ALLOW PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND protection as an"architectural work"under sec.102 of the copyright act,17 DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET SMALLER, FLANGED FOR 2-1/2 INCHES AND LARGER. SCREEN OPENING u.S.C.As amended January 2403. The protection includes,without 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. limitation the overall form arrangement composition ofs aces and FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL A. ROOFTOP UNITS, EQUIPMENT, AND APPURTENANCES. SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR g p p A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND COVERAGE IN ACCORDANCE WITH NFPA-13, LOCAL CODES, LANDLORD'S C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF elements of the design. Under such protection, unauthorized use of these INCLUDE BUT NOT LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. CONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WITH HOSE END COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS INSULATION. CRITERIA,I TER I A, AND INSURANCE NSURANCE CARRIERS FOR THE MALL AND TENANT. THE SYSTEM. drawings and specifications may result in cessation of construction,building LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR C. HYDRONIC PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). FITTING. seizure,and/or liability. OF HIS SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE CONFORMING TO THE C. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS monetary ty. GENERAL CONTRACTOR'S TIME SCHEDULE. DIMENSIONS, ROUGHING-IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO D. REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). 13. FIRE DAMPERS C. THERMOMETERS - DIE CAST ALUMINUM, 9 INDUSTRIAL MERCURY COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. E. DIFFUSERS, GRILLES, AND REGISTERS. THERMOMETER, FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS PLANS). C. DESIGN DRAWINGS, CALCULATIONS, SUBMITTALS AND APPROVALS. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE E. TESTS AND ADJUSTMENTS. F. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO A. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY SEPARABLE SOCKET, GENERAL AND SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED D. PERMITS, FEES, AND CHARGES. PLANS). CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW D. MANUAL AIR VENTS - 1/8" COIN-OPERATED VENT. PROVIDE AN AIR DETERMINE CONDITIONS EXISTING AFFECTING O I THE WORK. BIDS SHALL SERVE HI EVIDENCE THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, E. TESTS AND TEST CERTIFICATES. G. TESTING, ADJUSTING, AND BALANCING. OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. CHAMBER CONSISTING OF A 3/4" NIPPLE AND BUSHINGS. OF KNOWLEDGE OF ETIETING NTNOITIHES AND ANY MODIFICATIONS IONS. ARE SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO F. COST FOR SHUT DOWN FEES. H. OPERATIONS MANUALS. B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A REQUIRED TO VISIT THE INTENT OF THE DRAWINGS LI AND ONTRICIORTIFNS. CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE I. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. 165'F FUSIBLE LINK, TYPE A, AS MINIMUM. 5. GENERAL INSTALLATION FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE J. SEQUENCES OF OPERATION. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER RESPONSIBILITY IN PERFORMANCE OF WORK. APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB AVOID INTERFERENCES AND CONFRONTATIONS. A LANDLORD APPROVED SPRINKLER CONTRACTOR. K. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. UL AND CODE REQUIREMENTS. A. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR' SHALL BE INTERPRETED AS COMPLETION. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE COUPLINGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME MEANING 'FURNISHED AND INSTALLED' WITH THE EXCEPTION WHERE ITEMS ARE 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK-OPENING ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. 2. TENANT'S CONSTRUCTION MANAGER'S REVIEW OF SHOP DRAWINGS OR SCHEDULES FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO LATCH AND PIANO HINGE. B. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS 'PROVIDED BY TENANT' WHICH MEANS 'FURNISHED ONLY' (INSTALLED BY SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE. PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWING FROM B. PLUMING EQUIPMENT AVOID INTERFERENCES AND CONFRONTATIONS. SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID 14. FLEXIBLE AIR DUCT UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE B. GENERAL REQUIREMENTS THE CONTRACT DRAWINGS AND SPECIFICATIONS. INTERFERENCES AND CONFRONTATIONS. A. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO C. GENERAL PIPING REQUIREMENTS 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL 10 FEET. 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, J. RECORD DRAWINGS B. HVAC EQUIPMENT C. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS. LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. THE INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON B. SHOP DRAWINGS SADDLE BETWEEN THE HANGER AND PIPE INSULATION. THE DRAWINGS, ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT B. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR A. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD 1. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS SEPARATED FROM ONE ANOTHER. A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS BE BY TRANE NATIONAL ACCOUNTS AS SCHEDULED. C. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 -0 IN LENGTH AT ANY ONE E. SEE PLANS FOR APPLICABLE DETAILS. SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. FOLLOWS: AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL B. NO EQUALS ARE ACCEPTABLE. LOCATION. THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, CONTRACTOR FOR APPROVAL. NO WORK SHALL BEGIN UNTIL TENANT'S F. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY CONSTRUCTION MANAGER APPROVES HEAD AND PIPING LOCATIONS. C. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL 15. SUPPLY AIR TAKE-OFF FITTINGS REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. THE TENANT SPACE PRIOR TO BID. APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION BLOCKAGE. DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE " G. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL WITH OTHER TRADES. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING DESIGN INTENT AND OPERATION THE SYSTEMS SHOWN ON THE DRAWINGS A. PROVIDE CONICAL OR BELL-MOUTH TAKE-OFFS FROM MAIN DUCTWORK TO MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE D. EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO ALL AND SPECIFIED HEREIN. SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER FLOOR. ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN D. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE B. PROVIDE 45' RECTANGULAR TAKE-OFFS FROM MAIN DUCTWORK TO THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING UNTIL ALL APPROVALS HAVE BEEN RECEIVED. MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST RECTANGULAR BRANCHES. 6. INSULATION 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL THE CONTRACTOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY SEISMIC BRACING WHERE REQUIRED BY CODES. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 16. DAMPERS A. ALL HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER, SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANT'S AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE OVER TO THE TENANT. E. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL CONSTRUCTION MANAGER. INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK K�.23 75'F PROVIDED AS PART OF CONTRACT. PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO K. GUARANTEE C. EQUIPMENT BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE FACILITATE AIR BALANCING. FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS 4. FLASHING,SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE 1. SPRINKLER HEADS: MOP SINK OR AS SPECIFIED ON PLANS. B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S THICK (K�.23 0 75'F) FIBERGLASS INSULATION WITH ALL SERVICE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE REGULATORS SHALL BE USED. CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, JACKET AND VAPOR BARRIER. APPLICABLE. C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR UNLESS SPECIFICALLY NOTED OTHERWISE. ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED A. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS SHALL BE 2. VARIABLE AIR VOLUME BOXES (VAV) B. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) D. PIPING REPLACED AS NECESSARY), U.L., F.M. LISTED AND APPROVED AUTOMATIC DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT SHALL BE HARD AND NON-COMPRESSIBLE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE OF THE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. PROVIDE SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, A. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. IN CASE 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED) GRINNELL, RELIABLE, STAR, OR VIKING. CONTROLS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR OF REPLACEMENT OR REPAIR OR EQUIPMENT DUE TO FAILURE WITHIN GUARANTEE A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE PROVIDED BY THE HONEYWELL DAMPERS. WITH THE REQUIREMENTS OF THE NFPA. SERVICE. PERIOD, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. CONTRACTOR. 17. DIFFUSERS, GRILLES, AND REGISTERS PERIOD OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMETN OR REPAIR. GALVANIZED STEEL. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR 3. TOILET EXHAUST FANS E. REFRIGERANT PIPING NOT APPLICABLE .....JI 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR FINISH TO MATCH ARCHITECTURAL CEILING FINISH. VERIFY HEAD TYPES A. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES B. JOINTS: BELOW FLOOR SLAB - BELL AND SPIGOT WITH CAULKED JOINTS 1. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. L. OPERATIONS MANUALS PER CODE. AND COLORS WITH TENANT'S CONSTRUCTION MANAGER AND SUBMIT WITH A. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH J CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER " SPRINKLER DRAWINGS FOR PERMIT. AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT AND THE LANDLORD. PATCHING SHALL MATCH, FINISH OF SURROUNDING AREA. 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT C. PITCH WASTE LINES 2 AND SMALLER NOT LESS THAN 1/4 PER FOOT. COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF AS INDICATED. CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING PITCH LARGER MAINS NOT LESS THAN 1/8" PER FOOT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED PIPING SYSTEM IS REQUIRED. D. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR CEILING PLAN. C. CODES BINDER AND TURNED OVER TO THE TENANT. EACH NOTEBOOK SHALL INCLUDE BUT 1. FINISHED CEILING SALES AREA) - FULLY RECESSED/CONCEALED TYPE DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN APPLICABILITY. C. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE 2. MATERIALS NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING 2. FINISHED CEILING NON-SALES AREA) - SEMI-RECESSED TYPE 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD INSTRUCTIONS, PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE 3. NO-CEILING - CHROME UPRIGHT TYPE. OR KRUEGER IS ACCEPTABLE. IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S 4. BASEBOARD, CABINET, AND UNIT HEATERS A. REFRIGERANT PIPING SHALL BE TYPE "L" DRAWN COPPER TUBING (ASTM 2 ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF CONSTRUCTION MANAGER; BUT WHERE NECESSARY, THE WALL COVERS ARE NOTE:SEMI-RECESSED HEADS SHALL PROTRUDE NO MORE THAN 1" 18. MEDIUM PRESSURE DUCT B88), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI B16.22), WITH CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND EQUIPMENT. A. WHERE SHOWN ON DRAWINGS PROVIDE ELECTRIC HEATERS COMPLETE WITH ' TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH BELOW LEVEL OF CEILING OF SOFFIT. ALL HORIZONTAL SPRINKLER SILFOS-5 SOLDERED JOINTS. III ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE M. SLEEVES WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR RUNS AT SIDEWALL SOFFITS SHALL BE CONCEALED WITHIN SOFFIT A. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL B. SERVICE VALVES, CHARGING PORTS, FILTER-DRIER, SIGHT GLASS, AND CARPETED FLOOR LOCATIONS. ALL CLEAN-OUT LOCATIONS SHALL BE FRAMING. 5. INLINE PUMPS BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH INTO AND I N .COMPLY WITH ALL APPLICABLE ED, N, ORDINANCES, AND 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR APPROVED BY THE TENANT'S CONSTRUCTION MANAGER. RATING OF 3 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY SYSTEM AS A MINIMUM. Et REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S E. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES D. GENERAL PIPING A. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(S), LANDLORD. . ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. BRONZE FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING B. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION 3. INSTALLATION RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH 1 A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. D. LICENSES, PERMITS, INSPECTIONS & FEES SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND RINGS, A. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS 2 ABOVE THE FLOOR. 1/2 ARMSTRONG ARMAFLEX PIPING INSULATION OR TRUEBRO MODEL 102W "STOCK" PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A LANDLORD'S CRITERIA. 100 SQ. FT. IN STOCK AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, "HANOI LAV GUARD" INSULATION KIT. HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO BE 1750 RPM UNLESS C. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. CONDITIONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL NOTED OTHERWISE. TO THIS SECTION BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE 'RTV' FOAM, "3M" FIRE 2. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95-5 TIN- B. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO 2. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING oz 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC 6. VIBRATION ISOLATION DEVICES 19. DUCTWORK INSULATION LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS SEPARATION BETWEEN DISSIMILAR METALS. INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE AND CHARGE SYSTEM. RE-TEST SYSTEM AND CHECK FOR LEAKS WITH (::::1 INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION OR WALL. CONFORM TO U.L. ASSEMBLY RATING OF FLOOR OR WALL. PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS A. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RE- DATE OF PROJECT. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE 3. POTABLE WATER PIPING: INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY DONE UNTIL NO LEAKS EXIST. (f) Pir, E. DRAWINGS STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. C. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED A. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED B. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL 1/41-1) (/) 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM CEILING TO MERCHANDISE RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM B. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. GOVERNING AUTHORITY AS NECESSARY. INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. MINIMUM. B. ABOVE GRADE: TYPE L DRAWN COPPER TUBE WITH WROUGHT COPPER SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN D. REFRIGERANT LINES SHALL BE INSULATED WITH 1 INCH THICK RUBATEX CN Z BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO FITTINGS AND 95-5 TIN-ANTIMONY SOLDER. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING ON PLAN. DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH 1 1/2 THICK, OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH w z INDICATE ALL DUCT AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL. C. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT 3. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID FOIL FACED FIBERGLASS INSULATION. INDUSTRY STANDARDS. Time 0 ct MAY BE REQUIRED. NOISE AND DAMAGE DUE TO WATER HAMMER. REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES "GROUNDING" THE ISOLATOR. x N. HANGERS D. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS D. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE C. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE CEILING SHALL BE F. SYSTEM TESTING, ADJUSTING, AND BALANCING C'SJ 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EXTERNALLY INSULATED WITH A MINIMUM OF 1 THICK, 1-1/2 LB. DENSITY F..., _10 EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, PROVIDE ACCESS DOORS WHERE NECESSARY. UNUSED PIPING. EQUIPMENT, ETC. (R=5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN T'.' BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., E. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR 0 � � MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR NECESSARY FOR THE INSTALLATION OF WE.LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION E. CONSULT MANUFACTURER FOR APPLICATION DATA. < SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU 0 WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE DETERMINED IF WATER METER IS REQUIRED. OFFICIAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. 7. CURBS AND STEEL FRAMING FOR SUPPORT WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE •� () 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT F. SECURE PIPE AT ANGLE STOPS. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A PENETRATIONS. REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN HIS BID. IN G. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDITIONAL MONIES NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. P P P A. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. Z 0 0 SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR D. DUCKWORK LOCATED IN THE CONDITIONED SPACE SHALL NOT BE INSULATED PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. Z TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, UNLESS OTHERWISE NOTED ON PLANS. INSULATE ALL DUCT DROPS OR 1 Ct I-I- PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL 4. GAS PIPING NOT APPLICABLE BE CENTERED SIDE TO SIDE AND FRONT TO BACK. OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE THE FIRST 20 FEET OF DUCT AT THE HVAC UNITS IN ALL CASES. 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO 1 MANAGER. BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH T(In <VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR A. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO 5 PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM MUST BE INSTALLED SO THAT TOP OF CURBS ARE 'DEAD" LEVEL. ALL E. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN OUTSIDE AIR DAMPERS IN MINIMUM POSITION. �L.. 0 F. EXISTING SHELL SPACE COMMONS PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT ENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE LANDLORD CRITERIA. TO B. LOW PRESSURE (14 W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, CARRIER. COORDINATE LOCATION WITH TENANT'S CONSTRUCTION MANAGER AND TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON 0 U.I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2 LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH-IN. THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE < 0 DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 20. SYSTEM CLEANOUT ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE w 0... DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL MEDIUM PRESSURE (ABOVE 14 W.C.) SHALL HAVE WELDED JOINTS. 6. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR ON TOILET ROOM CEILINGS OR OUTER DIAMETER OF INSULATION. INSTALL 6 LONG SPLIT CIRCLE GALVANIZED A. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE DRAWINGS. SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. C. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE WALLS BELOW 8'-0" ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S TENANT. CO H 2 (i) OF EQUIPMENT. PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. APPROVED GUARDS. CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY REGULATOR TO BE VENTED TO THE EXTERIOR. APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR B. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, SEPARATED FROM ONE ANOTHER. D. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN E. PIPING: INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES INFORMATION: HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. D. HYDRONIC PIPING NOT APPLICABLE A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED O. ACCESS DOORS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED CONTRACTOR. OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS B. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16" X 20" OR AS SHOWN ON E. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST-INHIBITING 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. LU ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PAINT. SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA HVAC DUCT C. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING F. INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER 2 INCHES. CONSTRUCTION STANDARDS" OF THE LATEST EDITION. CONFORM TO THE 2. PIPING D. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS Q AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER AS DETERMINED THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, MEASURED BY PITON TUBE DUCT TRAVERSE AT THE UNIT. Q REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES A. HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER AND/OR E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE BY CONTRACTOR AND APPROVED BY TENANT CONSTRUCTION MANAGER TO SUIT APPLICABLE NFPA 54 CODES. PIPES 2 INCHES AND SMALLER. CONDENSER WATER SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK G. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND AND INTERVALS. READINGS FOR EACH LEG. Z THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS � STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. Q OR ANOTHER TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR AND FRAMES. THE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID. THE LANDLORD. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE JOINTS WHERE PIPE IS 2-1/2 INCH AND LARGER. INSTALL STEEL PIPE G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL Q! PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K" ANNEALED ' 2. ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, CEILING-FLOOR OR 5. INSULATION F. TESTS ) H. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET COOLING. LU PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR DUCT IS POSITIVE OR NEGATIVE PRESSURE). TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER CO CEILING-ROOF ASSEMBLIES SHALL BE FIRE RATED, UNDERWRITER'S PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL 2 OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN A. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK 1. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. LABORATORIES, INC., LISTED AND LABELED. K�.23 75 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM ASA AND = { ) HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. B. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE � Z IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LANDLORD S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: PRESSURE. FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR Z STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY WHERE DUCTED). O PRIOR TO BID AND INCLUDE IN BID PROPOSAL. 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE MANVILLE MICRO-LOK. DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO REMOVAL MAY BE REQUIRED. K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH ITS CONTENTS, PEOPLE, ETC. CAUSED BY LEAKS IN ANY OF THE EQUIPMENT SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE 6. TEST & STERILIZATION ' ' LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA AT A MINIMUM PRESSURE OF 125 PSI. L. REPORT SHALL INCLUDE VAV BOX AIRFLOW SENSOR DIFFERENTIAL PRESSURE SCHEDULES. INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT STANDARDS. UU PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE A. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: THIS CONTRACTOR'S EXPENSE. C. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING READING AT MAX. AND MIN. COOLING. RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. P. ELECTRICAL MOTORS " 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG 2. PROPERLY COMPLETED AND SIGNED SPRINKLER CONTRACTOR'S MATERIAL AND STRAINER SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND APPROXIMATELY 3/8 WIDE X 3/16 DEEP ON 12 CENTERS TO PREVENT DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. FOR SIX HOURS. TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES VIBRATIONS. VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE RECORDED IN THE REPORT. ' CAUSING THE DAMAGE. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR HAVING JURISDICTION, AND TENANT'S CONSTRUCTION MANAGER. LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM z ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE w o >w 4. TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE w a I- FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL 3. TEST GAS PIPING WITH PER NFPA 54 CODES. INSTRUCTED TO DO SO FROM THE LANDLORDS FIELD REPRESENTATIVE. GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. �- > 0 WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE 4. STERILIZE POTABLE HOT & COLD WATER LINES UPON COMPLETION OF 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS D. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL a o z ce SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR w W O o SPECIFICATIONS. SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORDS FIELD 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND w c o: O w CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR CODES. OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FILLING z > z o -J=> o BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE O ' o Q w w o PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. C/) W E w w o Q NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS BE CONNECTED TO THE LANDLORD'S SYSTEM. > 0° ~ LANDLORD. OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE a 6 ° ° 8. 3. VALVES MANUALS. m 1--: J G. DISCREPANCIES IN DOCUMENTS AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. 7. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND Q. LOW VOLTAGE (24 VOLT) WIRING 1/2 1X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE A. GATE VALVES, 2-INCH AND SMALLER: CLASS 150, BODY AND UNION G. FINAL HVAC INSPECTIONS ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE SCREWED BONNET AND RE-PACKABLE UNDER PRESSURE. BALL VALVES ARE SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN THIS A COMPLETE FUNCTIONAL SYSTEM. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR ACCEPTED AS AN EQUAL SUBSTITUTION. FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR B. GATE VALVES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY, PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO ADVISE THE TENANT'S CONSTRUCTION MANAGER, IN WRITING, 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION CONNECTED WITH SHEET METAL SCREWS. RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC fie►= OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. 16 ELECTRICAL SPECIFICATIONS. CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TOEE �_ ENDS AND RE-PACKABLE UNDER PRESSURE. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT 9. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO C. SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE TENANT. _ DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE SEAL FLANGED JOINTS. BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y- - -' ----- - PERMITTED. ELECTRICAL SUBCONTRACTOR. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED E"'' °�i0n °'"°"c° H. TRADE NAMES AND MANUFACTURERS SPECIFICALLY NOTED OTHERWISE. ENDS. M Retail Engineering, Inc. D. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE REMAINS IN THE LINE. W 750 Brooksedge Blvd. STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR E. COMBINATION BALANCING AND SHUT-OFF VALVES: BELL & GOSSETT Westerville, Ohio 43081 BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. PHONE 614.818.2323 IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE FAX 614.818.2337 THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. WHEEL MUST BE INCLUDED WITH 0 & M MANUAL. WEB www.m-corporations.com REPLACEMENT AT THE CONTRACTOR'S EXPENSE. F. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL BFI. ENGINEER e- "<;73777 C§:;' J, , x DATE: 51-IEET: I0/1(o/200c1 SCALE: DRAWN SY: M300 GH/JD PROJECT No.: 910024 A B 1212 PLUMBING FIXTURE SCHEDULE FIXTURE SPECIFICATIONS FIXTURE CONNECTIONS FIXTURE UNITS MANUFACTURER QUANTITY MAN RER QU WATER F.U. WASTE F.U. AC CESSORIES/ COLD HOT MARK DESCRIPTION AND FITTING WASTE VENT OF I MODEL NUMBER REMARKS WATER WATER FIXTURES EACH TOTAL EACH TOTAL "KOHLER" HIGHLINE FLUSH VITREOUS CHINA, 17.5" HIGH COPYRIGHT NOTICE: HANDICAPPED ELONGATED BOWL, PROVIDE WC LITE PRESSURE TANK 1/2. — 4" 2" 1 5 5 6 6 These drawings and specifications are copyrighted and subject to copyright { I I WATER CLOSET CLEAN #K—3544—EA 1.6 GPF SOLID PLASTIC SEAT WITH protection as an"architectural work"under sec.102 of the copyright act,17 # OPEN FRONT AND COVER u.S.C.As amended January 2003. The protection indudes,without PROVIDE WITH limitation,the overall form,arrangement and composition of spaces,and "TRUEBRO» HANDI LA V— elements of the design. Under such protection, unauthorized use of these LAVATORY "AMERICAN "RELIANT" GUARD #102 P—TRAP AND drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. X! � LAV WALL HUNG STANDARD" #2385.063 WATER LINES INSULATION " » 2" O SINGLE LEVER PER HANDICAP. REQMTS. 1/2 1/2 2 1-1/2 1 2 2 1 1 0.5 GPM FLOW #0355.012 FAUCET AERATOR, CAST GRID LAy FD LUCERN STRAINER, 1-1/4" O.D. WC TAILPIECE, CHROME FINISH "J.R. SMITH" _ SQUARE TOP W/ FD FLOOR DRAIN _#2005Y—B _ TRAP PRIMER CONNECTION — 3" 1-1/2" 1 — — 3 3 "PPP INC." — PROVIDE W/ ACCESS WH MB TP TRAP PRIMER #PRIME RITE — PANEL AND SHUT—OFF 3/8" — — — 1 — — — — PR-500 — VALVE \',. ` 4 23 GPH © 80'F RISE WCO ELECTRIC A.O. SMITH 1500 W WH #DEL— SEE ELECTRICAL DRAWINGS 3/4" 3/4" — — 1 6 HEATING — — — — WATER HEATER 6 GAL. CAPACITY ELEMENT FOR VOLTAGE/PHASE ZURN — - D FCO FLOOR CLEANOUT Z-1400—HD-2 OR — — — — SEE _ SEE — _ _ _ ZN1400-2 — — PLANS PLANS ZURN — BRONZE PLUG SEE _ SEE WCO WALL CLEANOUT Z1446 — ROUND STAINLESS STEEL — — PLANS PLANS — — _ WALL ACCESS COVER .-.. :a r - .- 7--- ,.--__ MOP SINK SERVICE INTEGRAL STOPS, PAIL HOOK ,_ • MB 24" X 24" X 10" DEEP AN FAUCET 3/4" HOSE END SPOUT 3/4" 3/4" 3" 1-1/2" 1 4 4 3 3 FLOOR BASIN #MSB-2424 #830—AA ADJUSTABLE WALL BRACE STAINLESS STEEL STRAINER ELECTRIC DRINKING "OASIS" 8.0 GPH 2—FRONT PAD ACTIVATION DF FOUNTAIN #P8ACSL OF 507 AT EACH LEVEL 1/2" — 2" 1-1/2" 1 2 2 1 1 PLU M B I N C PLAN BARRIER FREE (SPLIT LEVEL) WATER 5—YEAR WARRANTY 1/4"=1'-0" NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS TOTALS X 13 X 14 WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. ...1 .I NG GENERAL PLUMBING CODED NOTES PLUMB I G N RAL NOTES, ,<I' a ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND „ ETC. SHALL BE OFFSET BELOW PLATFORM AND CONCEALED IN WALL LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 03 V.T.R. ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE 2 SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. 2„�� I 2„ \ 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL i ( �. I ( � 0 CONNECT NEW SANITARY LINE INTO THE LANDLORD'S EXISTING LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF JJ '� GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTIST �i I I �\ � SANITARY SERVICE. FIELD VERIFY EXACT LOCATION OF LANDLORD'S L. MAIN PRIOR TO BIDDING. INSTALL CLEAN OUT AT CONNECTION TO RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND Ct LANDLORD'S MAIN AND COORDINATE LOCATION AND TYPE OF COVER INSTALLATION. 1 1/2” I ■ REQUIRED TO MATCH FLOOR FINISH WITH CONSTRUCTION MANAGER. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, FURTHER INFORMATION. DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. D I I0 EXTEND NEW VENT LINE THRU THE ROOF. PLUMBING CONTRACTOR MAY CONNECT NEW VENT LINE INTO AN EXISTING VENT LINE IF 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT 0 Z I I I AVAILABLE. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO FOR FURTHER INFORMATION. LAV WCO I 1 1/2" INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN V) 0 2" 4" { _1 1/2" THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. WC 0 CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER 3'f -- ( 3/8" TO TP TAP. NOTIFY CONSTRUCTION MANAGER IF TAP IS SMALLER THAN 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER 0 FD SHOWN ON RISER DIAGRAM. REFER TO RISER DIAGRAM AND PLUMBING TRADES AND PROVIDE ADEQUATE CLEARANCE FOR SPECIFICATIONS FOR FURTHER INFORMATION. Q LE CE 0 ARCHITECTURAL Li 2„ DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. Tim'''.0 4" I DF 50 FURNISH AND INSTALL WATER HAMMER ARRESTORS IN THE DOMESTIC 0 COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO—HUB PIPE. CN F. I DIAGRAM. WATER HAMMER ARRESTORS TO BE LOCATED IN AN 0 WCO ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE "km"' PRECISION PLUMBING PRODUCTS ARE ACCEPTABLE. FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE 0 " 0 * Ir. DE PIPE NOT SET FOR P UNDER CONCRETE. TYPE "K: SOFT COPPER 0 © ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO USED FO I z ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE z SPECIFICATIONS FOR FURTHER INFORMATION. WROUGHT COPPER THROUGHOUT. W VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. I co S TACK 8. INSULATE HOT WATER LINES WITH 1/2 THICK "ARMAFLEX" INSULATION. NTS Cn <9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. Z 0WHA F— — J _J I (/) 5I- a. a. l GATE/BALL VALVE VACUUM BREAKER WHA© / BY P.C. (TYP.) BY P.C. POWER SUPPLY -1 ---1/2" .... BY E.C. cW DTQ S I w I _ JUNCTION BOX I— / T "P 3/4 HANGERS (TYP.) 1/2" I ` 1/2" TO INSTALLED c p I EACH SIDE OF INSULATE ALL PIPING l ■` FD EXP. TANK IN ACCORDANCE WITH Z I AMTROL FOR SUPPORT SPECIFICATIONS. W THERMAL 3/4" WC EXPANSION —DTI ��- �� m L:L% ,;,\ /' ABSORBER 3/4" UNION BY P.C. (TYP.) Z 3/4 / _ 0 LAV / T WATER HEATER SEE l „----1/2" „ `____t-1 PLUMBING FIXTURE W WH — ON l 1 1 SCHEDULE FOR W DECK ABV. P100 1/2"-v,,.. ADDITIONAL INFO. l L . l 1" T & P RELIEF I �'►�.,_ Z ° w l VALVE BY P.C. METAID E6 T >" ? g OQ MB TO WALL FOR SEISMIC Y 1.13 w w o cc �� 1" RUN FULL SIZE BRACING WHERE z > o o Jw 0 a TO MOP SINK. --- REQUIRED BY CODE. 2 (BY P.C.) v) U o z z� °z RISER -+I'- > w m � L° g Lu DRAIN VALVE BY P.C. rt o o p J NTS ' m ,-.: 0 6" f ila- \ I..- GALV. DRIP PAN I BY P.C. SHELF ABOVE MOP SINK, c\--3/4" TO MOP SINK SHELF & BRACKETS BY / GENERAL CONTRACTOR 1" TO MOP SINK m .W":,„ -fr.'"1", — Emphasis On Excellence M•Retail Engineering, Inc. WATER HEATER SCHEMATIC A NTS `� 750 Brooksedge Blvd. /\j___ REFERENCE OIN LI PHONE ville NOT APPROVEL WITH THIS PE' 1 T FAX www.m—corporations.com FIELD VERIFY ALL CONDITIONS ENGINEER t 4 ?tk Z z. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE c $ y. Y :':, SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING n _v ,.:} `� '7 FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND Jk, , 2,°Sri _., MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING ,.- 1 .`,,' CONDITIONS. w 'Y THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER -'.'— PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE r§ x� y' DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN g %,-::>:-/-v . -" INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER "- ``M•,k F _ AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT - :---' " CONTRACTORS COST. sp£ ti� � 4 . BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH DATE: SWEET: GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. 10/16/200' THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF SCALE: ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN P 1 00 INTENT. DRAWN Err: GH/JD PROJECT No.: 91 0024 ................i GENERAL STRUCTURAL NOTES 1212 EXTENT OF NEW „7,4 1. GOVERNING CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE (IBC 2003) 6 (2)3623162-54 BACK TO sloo BACK AT 24" O.C. MAX. COPYRIGHT NOTICE: METAL STUD WALL, TYP 2. LOADS: 6OOS162-33 AT These drawings and specifications are copyrighted and subject to copyright ,p protection as an"architectural work"under sec.102 of the copyright act,17 r i 1 ' 16" O.C. TYP. ' '4 QQ A. STOREFRONT LIVE LOAD - 10 PSF u.S.C.As amended January 2003. The protection includes,without 3100 B. INTERNAL WIND PRESSURE - 5PSF limitation,the overall form,arrangement and composition of spaces,and - M l i::: k1`` C. SEISMIC elements of the design. Under such protection, unauthorized use of these I�- , LL-i-- a SITE CLASS: D SEISMIC DESIGN CATEGORY: D drawings and specifications may result in cessation of construction,building I i ``i I i 1 1 1 1 1 E i Ss= 0.94 51= 0.34 Fa= 1.12 Fv= 1.72 seizure,and/or monetary liability. , I 1 I I 1 I i I 1 " ,\ 1 1 I I ,-- -- SDs= 0.71 SDI= 0,39 SMs= 1.06 SM1= 0.58 i !II 1 I I I I i ; I I i o i I I I I 1 1 I I I ?'j ' _' ' ' ' ' ' ' ' ' ' -4-- -- , O BB1 - DESIGNATES (2)6003162-54 W/ (2)365T125-54 TOP AND BOTTOM I I 1 I . I I I cm ! m ': U m 1 CO ; 1 5100 BB2 - DESIGNATES (2)1000S162-54 W/ (2)365T125-54 TOP AND BOTTOM I 1 I 1 I 1 1 I I I ; 1-- ----' cv 1 I I I I I i i I 1 ■ PP1 - DESIGNATES (2)365S162-54 W/ (2)365T125-54 TOP AND BOTTOM r 1 r r r r ,�° FP1 - DESIGNATES (2)365S162-54 W/ (2)365T125-54 TOP AND BOTTOM E I I I I I I I I I ; - `::1 3 a I S i t. __ _ .. _.__ ._ .____i..._._ _._i __ _fi ._._ _fi._ .__. r_ ..,__1____._ .__ ....._... ___ _ ; ' ' ' ' ' ' ' ' ' ' °' 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FINAL DETAILING AND FABRICATION. IF 1 I I I I I I I -4-- -- Q\ ; I I I I I I I 1 I 1 1 i * ANY EXIST. CONDITION IS NOT AS SHOWN, CONTACT A/E BEFORE PROCEEDING 1_ ___:I-_ I -_ 1 __ _ ... _-I .I_: =_i__ :;__ ___ T°' 3 (4)#10 SCREWS MIN. (3)#10 SCREWS MIN. ;E r WITH WORK. J �� s100 EACH END TYP. UNO A ''_-•- l '- - 3623162-43 AT 16" 362S162-43 ATTACH TO 14GAx3"x3" CLIP ANGLE 4. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION. NOTIFY STRUCTURAL ' t i O.C. TYP. UNO W/ (3) #10 SCREWS (3)#10 SCREWS AT ENGINEER IF ANY STRUCTURAL MEMBERS ARE FOUND TO BE DAMAGED IN ANY `---- ' 362S162-43 AT BOXED BEAM W/ (4} #10 MIN. EACH LEG, EACH WEB AND EACH WAY BEFORE PROCEEDING WITH ANY WORK ON DAMAGED MEMBER. SCREWS SIDE OF BOXED BEAM FLANGE OF TRACK ! 16" O.C. TYR .---- --- + - - + TYP. WHERE SHOWN " 5. CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS + + + 1 362T200-68 (fi LONG) REQUIRED TO INSTALL NEW WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR €---- = s100 ; ; THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. �j 8 : 1+ + - + +1 I_ ,L , _ ; +I. , + ; ® 6. CONTRACTOR SHALL CONFORM TO ALL MALL-TENANT IMPROVEMENT REQUIREMENTS RECEIVED A.O ,--- I I I i I 1 _�� 16" AND ALL MALL LANDLORD HANDBOOK CRITERIA DEC 102009 , f _ © SIM. 250S162-43 AT 1fi _ --lit_ = "�"f'l" ,� S100 O.C. TYP. UNO 1 1/2"x14GAx1'-O" LONG BOXED BEAM, 7. SPECIAL INSPECTIONS SERVICES SHALL BE PROVIDED BY A QUALIFIED AGENCY ON CITY + $ ( --'' '-- .o� BOXED BEAM, SEE PLAN TOP AND BOTTOM PLATE, SEE PLAN ALL STRUCTURAL STEEL FIELD WELDING AND ANY OTHER ITEMS REQUIRED BY THE BUI r,'k DIVISION I; I R LOCAL BUILDING CODE. ; 1 I li - DESIGNATES MOMENT CONNECTION Li_£_ I r7 641 d 1 SECTION CONSTRUCTION AND SAFETY :___ ��----' S E CT I O N 1 } s100 8 3/4".r-0" 1. ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE STRUCTURE UNTIL t ? ____ i.___- , 1 1/2"=r-0" PERMANENT BRACING IS INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT, 2; __ I l -__ 1 ' 2. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, Z �- 1 TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED BY THE i,,____ , ---~ CONTRACTOR. .1 0 , ,' l ' /' (2) 0.145"f4 PAF 3. THE ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS } - ATTACH TO JST OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. Film 11 (\\ i*+i T' - i_ < < M \+'� 1+ ► `` STRUCTURAL STEEL i \\\ 3623162-43 AT' .. _ \� \� 16" O.C. TYP. UNO 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, \� \� FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION. E W -� `f `\ `\ ! 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE `\` `�` ,,. AMERICAN WELDING SOCIETY, AWS D1.1-LATEST EDITION. ALL WELDERS SHALL BE Lii STOREFRONT FRAMING PLAN, EXIST. 11IETAL ALL WELDS SHALL BE`\ `\ < CD BAR EXIST. ME , VIF NSPECTED BY A QUALIFIED INSPECTION COMPANY. '--L 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE 4 , % �- \ \ - "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS" D j \ \` AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. BOXED BEAM, 362S162-43 AT `� `\ z SEE PLAN 16" ' \ \ 4, STRUCTURAL STEEL MATERIAL: 16 O.C. TYP. UNO I BOXED BEAM, i l ` '- f CONT. 362T125-68 TYP, SEE PLAN CONT. 362S162-43 �`\ f'j TOP & BOT. OF WALL A. ASTM A992 GRADE 50 OR BETTER; ROLLED STEEL SHAPES. (/) 0 Z B/EXIST BULKHEAD - B/EXIST BULKHEAD B. ASTM A36 OR BETTER STEEL PLATES, BARS, AND RODS, UNLESS NOTED OTHERWISE, COORD. W/ ARCH. ; COORD. W/ ARCH. 362S162-43 AT C. ASTM A500 GRADE B; STEEL TUBES. 0 .1 f ‘1141111AlraiC.:, _ 16 O.C. TYP. UNO `� ,,,,�„ \ \ , , ;_ - _ - _._...__....._- �., 5. WELDING ELECTRODES SHALL BE E-70 OR BETTER, FOR WELDING SYMBOLS WITH NO C\I Z lin , . , Erld F i *1 1*+i 1t.t i*,t --F'm--W. `� * w i LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETUIEEN ABRUPT O... * i 1. 1 I. a* i l I I 3l " T I ;., , ,.a,, ,.+,, 1+441 1------ I * 1 'I CHANGES IN DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN SIZE. 0 Et 3623162 43 ATi+' B/SOFFIT _ -., B/SOFFIT B/CEILING ��.� ... ... . _ __._ 16" 0.C. TYR UNO ___ __ '` COORD. W/ ARCH. (3)#10 SCREWS _ � - COORD, W/ ARCH. SEE ARCH, __.___ _ w. .____--- ___. .. . i, i ;, •____ / E 6. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WELDING TO INSURE THAT C\I 1,.. MIN, TYP. UNO WELDING DOES NOT START A FIRE OR DAMAGE ADJACENT MATERIALS. 'm 0 Z {3)#10 SCREWS I E LIGHT GAUGE JOISTS, 1 MIN. TYP. UNO 2505162-43 AT 8 SEE PLAN FOR SIZE & ° 7. WELD TO EXISTING JOINTS IN SUCH A WAY AS TO NOT IMPAIR THE STRUCTURAL a 3 { 16" O.C, IYP. UNO !i 51.0 ! ' '' ' SPACING GWB, SEE ARCH. e I I ;, _ _ INTEGRITY OF THE JOISTS. ''' s, s 2503162-43 AT { I l Z 0 16 O,C. TYP. UNO - $$$ I ? .- 3 (3)#10 SCREWS CONT. 6001125 68 ATTACH MIN. TYP. UNO W/ (4)#10 SCREWS AT EACH ........ U.... 'gI 1 I g _} VERT. METAL STUD TYP. COLD-FORMED LIGHT GAGE STEEL FRAMING U..I BOXED BEAM, .._ _3 ; = W SEE PLAN i ' i i i 1. SPECIFICATIONS: DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY l LATEST REVISION OF THE AISI SPECIFICATION OF THE DESIGN OF COLD- ‘0 s 1! �C 1 FORMED STEEL STRUCTURAL MEMBERS". 0 < 0 0 3625162-43 AT I_� * ,' STOREFRONT GLAZING 2. STRUCTURAL STUDS, JOISTS, BRIDGING AND ACCESSORIES SHALL HAVE A BY OTHERS, SEE ARCH' k-ri 16" ,.. _` ' l ; MINIMUM YIELD STRENGTH OF 50,000 PSI FOR 16 GAGE AND THICKER �� Enall 16 0.C. TYP, UNO ill f i MATERIALS, AND 33,000 PSI FOR MATERIALS THINNER THAN 16 GAGE. 14GAx3"x3" CLIP ANGLE W/ (3) I I I :I j 3. CONNECTIONS TO BE FIELD SCREWED WITH #10 SCREWS MINIMUM. W F-- CO #10 SCREWS MIN, TO BOXED BEARING WALL, BEAM TYP, WHERE SHOWN l 2 3622162-43 BACK TO ( ) 4. ALL MATERIAL TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G- I BACK STUDS AT 24"0.C. 7+117' 60. TOUCH-UP FIELD WELDS WITH ZINC RICH PAINT. ti � ti .l = III I ; I W (2) 0.145"0 POWER ACTUATED 11 I a f 5. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN SUCH A 1- FASTENERS AT 24" O.C. MAX-'. = 1 11' ' MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER. TRACKS SHALL BE Q EXIST SLAB ON ASE I� I 1 . SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. STUDS SHALL BE p N � PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH z w 4 STOREFRONT S ECTION AT G LAZ I N f 1 1 �UPPER AND LOWER TRACKS. 1.3/4".1'-o" 0" qf 6. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. W m 6 7. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT u GAGE FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND D 600S162-54 EA. (2) 0.145"0 PAF DESIGN FOR ALL WALL HUNG EQUIPMENT. Z o SIDE OF BOXED COL. ATTACH TO JST o STOREFRONT SECTION AT POST 8. PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MIN. 14 GAGE, o 111, _ BUT NOT LESS THAN GAGE OF SUPPORTED STUD) TO DEVELOP THE FULL CAPACITY 5 N 3/4"=1'-�" OF THE MEMBERS, PROVIDE CLIPS, CONNECTIONS, STRAPPING FOR TEMPORARY WW a LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. if ---- (2) #10s:SCREWS `,, 9. PROVIDE AND COORDINATE VERTICAL SLIP CONNECTION TO STRUCTURAL STEEL r ,, MEMBERS WHERE REQUIRED. - ce STOREFRONT SECTION AT ENTRY - W :. ; 0 s%` , 10, WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENT W Q W 3/4".1 '-o" I :: _ ,mm -���. __.____ - ___-_____>,._�!:-.:: _.._ TO CARRY THE WEIGHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL a o Z C4 - LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER W c s Ce J> o 600S162-54 EA. DO NOT ATTACH METAL \--EXIST, METAL GAUGE STUDS, MULTIPLE STUDS, OR BOTH AS REQUIRED TO PROVIDE LATERAL p > z Z g> o SIDE OF BOXED COL. STUDS TO BOXED COLUMN BAR JOIST, `I SUPPORT FOR WINDOW AND DOOR OPENINGS. V3 3 ° EA z 4 5 mr- 0 11. r- ALL FIELD CUTTING SHALL BE PERFORMED WITH A SAW. tt o 0 ci c BOXED BEAM, ;',_„-.-- - EXIST, BULKHEAD m ~ 0 SEE PLAN l ,` NOTE: BOXED BEAM TO __-- 12, COLD-FORMED LIGHT GAUGE STEEL MEMBERS SHALL BE DESIGNATED USING POST CONNECTION " INDUSTRY STANDARD DESIGNATION AS FOLLOWS: SHOWN IS TYPICAL UNO 7 14GAx3 x3 CLIP ANGLE i _ ;%'J B/EXIST BULKHEAD W/ (3) #10 SCREWS MIN. 362 S 162 - 33 (3)#10 SCREWS 1 I 3- COORD. W/ ARCH, r'.. ON EACH LEG, EACH DEPTH TO 2 DECIMAL l j I_ :._ ,w� _ >� MIN. TYP. UNO Ill 1 I i SIDE OF BOXED BEAM 3621200-68 (6" LONG) BB1 BETWEEN POSTS PLACES (3 5/8" INDICATED) THICKNESS IN MILS , .. iro q_ : TYP, WHERE SHOWN (20 GA. INDICATED) Ni 1 1 TYP. SHAPE OF MEMBER .;> .. + ° ME I* BOXED BEAM, i+ _ ._-- " " _ C-STUD) qi--a °a . * * FLANGE WIDTH TO :,�` ,! h F � 4 SEE PLAN + * S C STUD) ,: 5 yak..Y N,:,;».,srcn'z 3623162-43 AT ! ", /1/ •- * 2 DECIMAL PLACES B/SOFFIT B/SOFFIT BOXED BEAM, B/CEILING " -; 16" O.C. TYP, UNO ? COORD. W/ ARCH. (3)#10 SCREWS AT l COORD. W/ ARCH. SEE PLAN 11 (1 5/8 INDICATED} j 1p WEB AND EACH ��' COORD. W/ ARCH. '� 3 � 3 d i t k � ri .9.: (3}#10 SCREWS 3( l FLANGE OF TRACK S1.o I' (3)#10 SCREWS AT MIN. TYP. UNO i H 14 WEB AND EACH 3621200-68 (6" LONG) FLANGE OF TRACK I ( 3"x14 GA X-BRACE 250S162-43 AT ; ark 1____I, _. ___ __.__ ____ __ .... _.__. _.__ ._. ._.. ___ .- ..__. ;3 Y_p BOXED POST, , W/ (5)#10 SCREWS ..`-2, :.::..-`.. A NA Y\ 16" O.C. TYP. UNO ____._____-_ ----- -----._.._______ _ .__.. ..____..._ __. .__. . SEE PLAN __; BOXED POST, 1 Ai 1 ; AT EACH END 1 a l �, ,E I SEE PLAN 3 E ' I E 3' I BB1 BETWEEN POSTS TYP,, i fL i 1 + + STOREFRONT GLAZING -+ • BY OTHERS, SEE ARCH -+ + ENGINEER I ' i, /1 � 1 I (2)#10 SCREWS EA. 4 (2) 362T250-68 (2)#10 SCREWS EA. (2) 362T250-68 � i FACE OF POST TYP '' FACE OF POST TYP 1111111 tePO °'.sl;�s .W� � i (NESTED} TO FORM {NESTED} TO FORM EXIST. CCNCRETE POST BASE. ATTACH EXIST CONCRETE POST BASE. ATTACH TO CONC SLAB W/ TO CONC SLAB W/ � �SE,�B, VIF " SLAB, VIF _ " ,(4) 0.145 o POWER ' (4) 0.145 o POWER ' POO i;MP .i .ACTUATED ACTUATED FASTENERS MIN. TYP, t'� m FASTENERS MIN. TYP. , STOREFRONT SECTION AT GLAZING � ' 0 3/4"=l'-0„ DATE: 10/16/2001 ' �ET: 0 STOREFRONT SECTION AT POST STOREFRONT SECTION AT POST SCALE: AS NOTED S 1 0 0 3/4"=1'-0" 0 3/4"=1'-0" DRAWN BY: AG PROJECT No.: 910024 .._...__,__. , , 1 2 1 2 ,,,, COPYRIGHT NOTICE: • These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. (3)#10 SCREWS MIN. TYP. UNO Llik T/ JOIST * WaliNINROMatt // /.... +,/ TRIM ONE DIAGONAL STUD / / (In z BEFORE ATTACHING ,�'',�� 12GAx3x3 STEEL TRIM ONE STRUT (3)#10 SCREWS ,/',/' i CLIP ANGLE W/ (3) BEFORE ATTACHING MIN. TYP. UNO • #10 SCREW STAGGERED /' ' COMPRESSION STRUT #10 SCREWS, TYP.- AT 12"O.C. / ' F- AND SPLAY WIRES AT �,�,'' o %"E EA. WAY, :t: : .�.r ;: ::: - NM.f.;+_ � _ , �TAIL _-- • • _ €' •J_ ' ' `n RECEIVED W \3/- Y M {2)362S200-54 BACK EXIST. STL. JOIST----\' TO BACK WALL BRACE DEC l 0 2009 CD 21' MAX LENGTH, 48" "� CITY OF rIGAR EXIST. STL. JOIST , �∎ �, / a HANGER WIRES OI STAGGERED EACH `��\``,` �.�.i BUILDING DIVISION 0 S200 AT 48 O.C. EA. DIRECTION •`` \\ ', 4/ WAY TYP `.\ .. /' 1� ,.. �' '�' ,. _ .. T/WALL - 9 GAUGE HANGER WIRE x 15'-0" MAX 12GAx3x3 STEEL 2 v AS REQUIRED SEE PLAN g CLIP ANGLE W/ (3) 600S162-54 METAL FOR LOCATION AND , - ' o CONT. 362T125-68 TYP. #10 SCREWS, TYP. STUDS AT 48" O.C. SPACING INFO. PROVIDE (2)362S162-43 BACK �' TOP & BOT. OF WALL I LARR#25529 MIN. (3) TURNS AT EA TO BACK COMPRESSION SUSPENDED CEILING, 1 END, TYP POST TYPE y c - SEE ARCH ....i 8/CEILING �, 4SEEARCH. ; 1 14GAx3"x3" CLIP 1 ANGLE W/ (3) #10 l 392S162-43 AT 16 S < .1 CREWS MIN. TO STUD GWB, O.C. WALL STUDS , SEE ARCH. � i . _ . ;�;� NON LOAD BEARING STUD -�1rll (2) 0.145"o POWER 2 < -----ii. , 'V ril,�t WALL, SEE ARCH.. PROVIDE ACTUATED FASTENERS AT CONT. STRAP BRIDGING ON 1 24" O.C. MAX ANY UNSHEATHED FLANGES U..11 (4) 9 GA. SPLAY WIRES SPLAYED 90' AT 48" O.C. MAX. EXIST. SLAB ON GRADE FROM EACH OTHER AND AT 45' TO ' .II Ct a HORIZONTAL AT 12'-0" O.C. OR EVERY 144 SF OF CEILING z PARTIAL SUSPENDED CEILING FRAMING PLAN 1/4"=1'-0» < 0 PARTITION WALL BRACING SUSPENDED CEILING DETAIL ,� 3/4"=r-0 3/4 " "=1 -0 CO Pr% Z Z 1/4.,-.) --„JI N Z w N.-- W (....) CN P. N.- CD 0 W 362S162-43 AT * oft 16" O.C. EXIST. STL. JOIST, VIE EXIST. STL. JOIST VIF 0 Li.j - z. = ., W 12GAx3x3 STEEL -- - _----- - -r-- -,C CO < CL• LIP ANGLE W/ (3)#10 SCREWS, TYP. pr.,.., ..„,... �,� .\``\\ < CD U) EXIST. STL. JOIST, VIE-\\ ' `. - (I) I- (.1) _ ,,....._ .. ,, -_,„. ..„,,_ _ . .,„_.,..- ,..,., ...L. ) _,,,,,,------ , rt�x' W F- Q CD z HANGER WIRES AT 48" w T Y P .h < / , ' W o / \ I a E m Q 3625162-43 AT /,/// (2)3625162-43 �\ ��` �1` 48" O.C. / ,/ COMPRESSION \� �\ , z //, ,/ POST TYPE \ '� I o (3)#10 SCREWS ,'�,, �`.;\ Q ::,T �J j \ t SEE ARCH. 1 ,I .. t +;1 1 ; B/ CEILING la-'-► --1'1--_ j ' (4) 9 GA. SPLAY WIRES , 14)-0" COORD. I SPLAYED 90' FROM EACH z o cc OTHER AND AT 45' TO W t5 6005162-43 AT HORIZONTAL AT 12'-O" W Q g t:3 16 0.C. O.C. OR EVERY 144 SF `� W W o Z Et OF CEILING Z > ° o -a Ix SUSPENDED ACRYLIC O P o 1 gW o LIGHTING, SEE ARCH. 7) U EA CEILING, SEE ARCH. > W m 0a W W T/ FURRED WALL r, �, _ -__ ..__ k o ° ° "- J Cri 1— 0 J 12'-0" COORD. 1 ti IH 14GAx3"x3" CLIP L. ANGLE W/ (3) #10 SCREWS MIN. TO STUD : ,,,,--b 12' MAX `� ` � x 4 �' s CASH WRAP CEILING DETAIL {�� i 3/4".1 -0 ., ,,-.,.. r4. ,, b f.,, a �` a.'f' j_.m 1-.-i fa;',:.7-' H q, R.1.21:FTR—E:5:11,111i\VI ENGINEER A/•Englneatingy /na A10 W Hubbard.54, .Srdte X , 10 Or ChIcagr4 Seek 60610 M•En nee��r .�����"� / 9� 9 .312.494 1037 FAX Mechanical, Electrical, Industrial and Structural Engineers MMMMMOMMMMMMIMIMNMMMIMIMMENMIMMMOMMI DATE: SWEET: 10/16/2009 SCALE: AS NOTED s200 , DRAWN BY: AG PROJECT No.: 910024 1212 COPYRIGHT NOTICE: I , These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work"under sec.102 of the copyright act,17 u.S.C.As amended January 2003. The protection includes,without limitation,the overall form,arrangement and composition of spaces,and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. (3)#10 SCREWS RECEIVED MIN. TYP. UNO T/ JOIST E C 1 2009 301-0», VIF. F++ C'�T' 'OF TIGARn G DIVISj�N TRIM ONE DIAGONAL STUD +' �•' BEFORE ATTACHING ,'+," CO 12GAx3x3 STEEL TRIM ONE STRUT (3 410 SCREWS / �_ CLIP ANGLE W/ (3) BEFORE ATTACHING MIN. TYP. UNO #10 SCREW STAGGERED �' ,/'' COMPRESSION STRUT #10 SCREWS, TYP. AT 12"O.C. ,� ,' 1 - AND SPLAY WIRES AT ' ' 12'-0" O.C. EA. WAY - - -1x: :- - - ,+ ; i o I SEE DETAIL _ + r + _ L+J- ' u.1 (2)362S200-54 BACK EXIST. STL, JOIST Q \O 0 / \O . + TO BACK WALL BRACE EXIST. STL. JOIST 21' MAX LENGTH, 48" 7, , , AI )—HANGER WIRES O.C. STAGGERED EACH `.• `:\ / �/' \ \\ / +� S200 AT 48" O.C. EA. DIRECTION ••• \\ �, 0 WAY TYP + � LL € T WALL \-. \\ +7 Z i= 9 GAUGE HANGER WIRE a 15'-0" MAX 12GAx3x3 STEEL �"� Go AS REQUIRED SEE PLAN CLIP ANGLE W/ (3) ' c� 600S162-54 METAL FOR LOCA11ON AND #10 SCREWS, TYP. - - + 0, CONT. 362T125-68 TYP. # 1-: _: STUDS AT 48" O.C. SPACING INFO. PROVIDE (2)362S162-43 BACK 0' TOP & BOT. OF WALL "' `'�' LARR#25529 MIN. (3) TURNS AT EA TO BACK COMPRESSION SUSPENDED CEILING, Et END, TYP POST TYPE O 0 0 O . .. -^ B/CEILING SEE ARCH. Um 14GAx3"x3" CLIP ANGLE W/ (3) #10 392S162-43 AT 16" < __I SCREWS MIN. TO STUD /� O.C. WALL STUDS GWB, SEE ARCH. ><o 0 0 ><O $ '�, NON LOAD BEARING STUD - (2) 0.145"0 POWER - t..,......�. �........_. .....-.... r.. .__ _ _- --=�� ------__ ___ _..,r_____ ____��;�_ _ � WALL, SEE ARCH.. PROVIDE ACTUATED FASTENERS AT 2 < - - - - — -- CONT. STRAP BRIDGING ON 24" O.C. MAX ANY UNSHEATHED FLANGES (4) 9 GA. SPLAY WIRES SPLAYED 90' AT 48" O.C. MAX. EXIST. SLAB ON GRADE LLI FROM EACH OTHER AND AT 45' TO .I Ct CD HORIZONTAL AT 12'-0" 0.C. OR EVERY 144 SF OF CEILING PARTIAL SUSPENDED CEILING FRAMING PLAN < Z 1/4":=1'-o" PARTITION WALL BRACING 0 SUSPENDED CEILING DETAIL 2 »_ » Z C9 / z(1) 0 .....1 c ail 11.11 ni- cNi 0 Ct 0 Ric- 1-_ 0 0 6'-8" MAX. ....- LLII TYP. V.I.F. 362S162-43 AT * or. ci Q 16" j Z 16 O.C. EXIST. STL. JOIST, VIF EXIST. STL. JOIST, VIF L- -d W . 12GAx3x3 STEEL - ---- ArA litakk,.----- - 1_ + j': P1001 BETWEEN P1379S BEAM I EXIST. FRAMING CLAMP, TYP EXIST. FRAMING BM Ct 1 Ct W CLIP ANGLE W/ (3) /,/,// \`\\`.` MEMBERS I ,-----� OR JST. (1) < CL. #10 SCREWS, TYP. �/� ,, �` •�• I E F-XIST. STL. JOIST, VIF /' `. --1 - ii■-... j I ! (I) ..... _, , UNISTRUT P1000 ` .. CROSS BRACE TYP. S3.0 x SIM m UNISTRUT P1000 ° ° W BRACE TYP. I .I-"(Ni Q UNISTRUT P1000T . ,„ 48" I c \Jl t HANGER WIRES AT 48 —_ � , Q O.C. EA. WAY TYP e°°T , , Ce o `l i 1 LU U /,.. - v..\ 3I 1 m o ' ,' (2)3625162-43 �` `--�--- 2 m 3625162-43 AT .' 6 48" O.C. .�' ,' COMPRESSION �•. `�\ 0, \ \ S200 /./�, POST TYPE \\\ \\\ UNISTRUT P1000 TYP. Z o (3)#10 SCREWS ,� �, �\\ .r TYP. U.N.O. 0O MIN. TYP. UNO I Al /' \ I+\ I 1 co I � a GWB, SEE ARCH. 1 + .I++1 — — i+ +� _-_.. � , II 1 1 1 1 —14— B/ CEILING 'i + _ --I — -_. ' + L (4) 9 GA. SPLAY WIRES -° lif 14'-0" COORD. ; ' SPLAYED 90' FROM EACH UNISTRUT P1000 U.N.O. z OTHER AND AT 45' TO UNISTRUT P1026 TYP. W 6005162-43 AT a v z HORIZONTAL AT 12'-0" w a t- W rz ce 16" O.C. O.C. OR EVERY 144 SF �� W o ( W ce OF CEILING t • o -'? ci 1 t '� 1 0 � o z �v O LIGHTING, SEE ARCH. � --SUSPENDED ACRYLIC I E ^ I UNISTRUT P2225 WING " "" t1) c. = w uJ °z CEILING, SEE ARCH. SHAPE FITTING AND (2) 3/8" \ > m F- I ISTRUT P2225 WING U.N.O. w J - _R___.�� .� --- --� BOLTS PER LEG TYP. U N 0 ( 3/8" t 0 jik T/, FURRED WALL -� , 1 SHAPE FITTING AND (2) 3/8 1Z-0" COORD. I BOLTS PER LEG TYP. U.N.O. Z UNISTRUT P1000T TYP. i i UNISTRUT P1000 BRACE 14GAx3"x3" CLIP -14-----ANGLE W/ (3) #10 - #. SCREWS MIN. TO STUD .�� ,� 12' MAX !:_— VAV, 100 # _ DETAIL DEc : -'_o"AI 2:.._ 6 I 1 1 /2"=V-0"-0 1 $- y 1 NISTRUT P1000T 0 CASH WRAP CEILING DETAIL � f , , 3/4", -0"1 d City of Tigard rd p l- : 11 TYP.S3.o Ap.r.v d Plans 1 \t,,,, By Alm Date t ,r VAV SUPPORT .............................. 4 4 3/ "=1'-0" ENGINEER REVISION A1•£nOtecring Ana r 10 W n Board St, Suite JV I. 1 Q'ik+agq Owls 601610 312.494 1170 M'Engineering 312.494 1037 FAX Mechanical, acfriccd, Intistriol and Structural Enga7eers DATE: 10/16/2009 SHEET: SCALE: AS NOTED s200 DRAWN BY: AG PROJECT No.: 910024