The URL can be used to link to this page

Specifications BU P2010-00189 GNC 9416 SW WASHINGTON SQUARE RD Grimm & Chen Structural Engineering RECEIVED SEP 22 2010 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS I GNC — KK#12 -,---) D A 9416 Southwest Washington Square , • ' ,,,, Tigard, OR 97223 ;. C...‘" H iiNnv ... v -1[. As 0 Plan Check Response September 12, 2010 Prepared for: 03,0FEss , , . GNC — Live Well 300 Sixth Avenue co Pittsburgh, PA 15222 4111k,'4°6:1'2/3111, r:.11 LICT13;01;::; t A I) Project Number 10-146 • , 17900 Skypark Circle, Suite 100 • Irvine • California • 92614 • Tel 949.250.315 0 • Fax 949.203.0450 !alGrimm & Chen Structural Engineering RESPONSE TO PLAN CHECK COMMMENTS Date: September 11, 2010 Project: GNC KK#12 Project No: 10-146 Tigard, OR Re: Response to Plan Check Comments dated September 2, 2010 Detail Attached i Original No. Comment/Response i Calc Calc Ref. Page Page I � ' 1 Provide Calculations and construction details for all walls and ceilings. ST-1 & 1-10 ST-2 Confirmed. Please see additional details for the full height wall details/partial height wall with kicker and ceiling construction details. Additional calculations are provided for the various y conditions. i ! 2 Provide calculations and construction details for the soffits A-8 i 11-13 and storefront construction. Every structure include non- structure component that are permanently attached to the structure and their support and attachments, shall be designed and constructed to resist the effect of earthquake motions in accordance with ASCE 7. ■ Confirmed. Please see the revised A-8 sheet for the storefront design. Two long box beam headers will span 26' to take gravity • loads and kickers are provided to take seismic load i • f • i . Should you have any questions or require further clarification please do not hesitate to call. 949-250-3150 17900 Skypark Circle, Suite 100 • Irvine • California • 92614 • Tel 949.250.3150 • Fax 949.203.0450 ti Y T iz 1f July 10,2008 SSMA Framing Member Compliance with the 2006 International Codes To Whom It May Concern: The Steel Stud Manufacturers Association(SSMA)is an association of businesses that manufacture cold-formed steel framing(CFSF)members;primarily for building construction. SSMA maintains an International Code Council Evaluation Service(ICC ES)Legacy Report,number 4943P,which is currently posted on both the SSMA and ICC ES websites. The current report is valid for earlier versions of the code,but has not been updated for the 2006 International Codes. SSMA is in the process of updating our report to a full Evaluation Service Report. We have developed span and load tables for members,calculated section properties,and are working with ICC ES on our submittal. However, the report is not complete,and will likely not be issued until the latter part of 2008. In the interim,the SSMA is pleased to announce that based on section 2210 of the 2006 International Building Code(IBC),the referenced documents include standard,C-shaped,steel framing members as code approved products. Because SSMA members manufacture C-shaped stud and track products,and these products are compliant with the requirements of the American Iron and Steel Institute(AISI)referenced standards,additional evaluation of the product is not needed,and SSMA products manufactured within the currently established and audited SSMA Quality Control procedure meet the requirements of the 2006 code. An outside Evaluation Service Report is,therefore,no longer needed. Since some in the building construction community are still asking for Evaluation Service Reports,SSMA will continue to maintain our report and press for an update as soon as possible. Concurrently,the SSMA is working on an industry-wide product certification program,to help ensure code compliance for all manufacturers of steel framing products. Thank you for your interest in steel framing for construction,and in SSMA products in particular. For additional technical data and information,visit the SSMA online Technical Library for our current report,our City of Los Angeles Research Report,SSMA Technical Notes,and free,downloaclable steel framing details in both AutoCAD and Adobe Acrobat format. Sincerely, STEEL STUD • CTURERS ASSOCIATION ie,k)ifu'EAJ flp 0 on Allen, P.E. Technical Director Headquarters Office Technical Services Office 800 Roosevelt Rd.•Bldg.C•Suite 312 o Glen Ellyn,IL 60137 1201 150r Street,NW•Suite 320•Washington,D.C.20005-2842 (630)-942-6592«Fax:(630)730-3095 (202)785-2022•Fax:(202)785-3856 info©ssma.com ssma @steelframing.org www.ssma.cam in LimitingWaiI Heights - Cur WaH B via,-',T -*` ...M 3 x ..✓ue^ , ' a C-6...:.t "s':^• Y i ... u t y s : t s^2 d ,.�•r.�,.., 1, , r ', .�•�`i.."7<:pia f.:: c �tv't 7:..> ttvr.�a .:ak.' � >', s i', t �'si.>- �:. ` r„-'0,'AeN a. ;9;r x'�t:f"' �rte-.;4F'��X,...ca a r.� %c .trx..,.��.:�5>Sa N .u�ii_wy"�. i.P•: r.k •,r:rr[` ` t 31 }.c. r. a,,, ,�,. has / .xL' .,t.. o_ I g•.,".' f r,,;a.i ,:x.w,t"1 ti,,-H i. Rts!±:•>tK+:. }�` '. r'6'.[e,', -i& :e, c "✓f, ".'+:F;:fff b'nt�ta.,`a�•G:,�T a o,'vtva: ..i#: :k 3if,4izx' • 4y. " r'af"I tl';;J . S`i' s §:.1 .h.' ,,,Lr,„",fsl d r _,:',..�., x,„R' ,2's;E.T'�`y. r t -.i .• y. t ° s '$ ,,. .r:E�flfE.•"•aP ?' :,;. > C.a._+,L.,EF ....�._.:..:j::l .u.. ss. W:,,.>ss:exaaa.a ;x;,sa;4v.:•, e:,, 'w.�.k..>.'.�...",.ba3. !re4<'�i1•.e �r, weci,.,[�.cvSkwj{..,r...,:4„Ay�j..y ;r r �..�$t : " 4005137-33 12 25'1" 1511" 17 4"1 13'9” 12 0" 10`2 176" 10'1 i" 57 11'7 10'7 8'T 10 11" 55 8'0" 10'4" 9'1" 7F 911" 6'8" 74", 9`2* 5 0" 6'T 40S137-33 16 27 T 18'1" 15'9" 17 6" 10'11' 9 7 11'4" 911" 8'4" 10'7" 9'7 T 9" 911" 8 8" 7 4" 9'5 8'3" 611" 9 0" 710' 6'8"1 8'4" T 4" 6'2" 40S137-33 24 19'11" 15 9" 13 9" 10'11" 9 6" 8'0" 9'11" 8'8" 7 4'f 9 2" 5T 6 9" 8'B" 7 T 6 4° 8'3" 7'2" 6 e 710" o'10" 5'9 7 11 6'4" 5 4" i'':,0i ,y"",�try. cl�• .:, ?.,,tt44�� ,, :;.-1 c::r:;,I• �iC:Y:.'..,,, n,"ta. zi ',t.' „s.?.� ..,aa`, .i, e.:E 4 r 'j'Y"' IM _•'>F :' ..r :� :4cu: .:3'•k^ � ''� � ''�t�'�.r, ;,�.r� ,Y';'• �.,,�f ��/�"ii��„tiz a^ R s �yy� ., .� �� 9, :: -, ✓��y1 _:,;.50.441,, .+�:�':.e;TTl7;.Gi;},, /� �-'� '�• .:•a.� txFraT{x>i��: ;�a11'e+:",� w�:J. i.ei, i H, ':4:7r sCC 'l,"r ..#.. W �2 c.iti,, °t:.;S1 :1,:'.`.i,40 : ,00 ttz-11* Aliii.4:t#;1.r:;6:'7F':t:* u.. :i�s :,s:til'Erne'1'RTC'.40 iJ3i,4,,,,,mliiin<<''.41 ,,qq��y�yy R'TK>.7i1T, 'Fif�ilnN�,n,YT1� .:L"t�2," - % .;F r...w'. .< ..�.�e"Mx..... _ .. p '`2 Vii.<,..,�`dt� �`+�A •'` �. :,�t.�•ya�F•v.7�l�..C. i�.�"ur�7+,L .`- `a"- �c�l .wv's 3J- .�.v aws.acv ,.-. �y��+:�.°aF,t,;!.;:' S.r3,•:, J' °�+;:V:,,(�xoy-'"t"'", «�. �a:e4� ti gi.;i .::{„--•11... `� .4.r 'S :; k� > " s AO w3' r-..,aN1 N.:..v..`.:`P,� ti .:� i,`, .x� ,Gpv'r �`�c, ,za.."'';Y�; _� s ��-"A, 'a'�i,�� `' -v.. rr.__ h;,,: ;�u�3 405 00.33 16 251" 1911" 17 4" 13'9" 17 0" 10 2" 17 6 0'111" 9 2"111 7' 10'2" 8'7" 10'�" 9'6° 8'0" 10'5" 9'1" 8'8" 9111"' 8'8• 7 4` 9'2" 6'0" 6'9" 4005200-33 24 21'11' 17 4" 15'2" 12'0° 10'6 8'10" 10'11" 9'6" 8'0"1 10'7 8'10" 7 6" 9'6" 8'4" 7'0` 9'1" T 11" 6'5' 6'8' T T 6 4' 711'1 7'0" 511" p � �( �r � -'m :hf i 'V, .! ,^^1J ` '§ .r[ lc.t£,1.ga .`.,:i'r 4 t b^ :},, y i %i [,g.owil ;: r'1"�J e Gt ,i iti y�`3• �t:>w ..,p, $$ .";x%;' i* t x� a''�, 1.. .,Y" x`' $.. r."".�+i a;, ,."..,✓ =�.,,, -.,.�. <a7n:: �",.� ,F :_. .w�.. " :^".�,�.>.s. �.`•�'5�,.a. <:.-�•:i`"Ila":F,,� .�f>�-,`.._<:� g�:��t ..r,e�eF,', �-.. may. :�j : /..Y '> >.<A, t�!., .:I' a k 1-?,,i+• .sx .•r2^wt J-f..,t IFA:}'' .55 `Y i ">' `"[:.t Y.r .;y ',,it�,,1401:011111.0i0' .. ITT•,. .f r;:. 9 ."." !. f, .1:::f'" ":,' +#`5 <if #+4 ; a ,l x e } 'y,.,� 1 4 �q' �t rF'.: ^�aY>a! 2�i'.,y�. y,�E1 ,�•�� t'^. pt �w�.�.�..�.i........ .,°�si.v aro e+ ^: i..,r>':.S'... :.>'r�'yuS lS.`, . '�... .' 'a"�,-M;^HJ.:,.x>'.�,.'�".��,.:.,,Q',5?,.:,':r.� :t:Y.i,'^:r .,..r..'t�..`.? ,��'� �d€-.RP'i„:-`n .u�,.,.�,j,:". 4005162-43 12 26 7' 22 8° 19'9" 15 8"^„13'8" 11'7' 14'3" 17 5" 10'6'1 13'3" 11'7" 9 9" 17 5' 10'10" 9'2" 11'10' 10'4" 8'8" 11'4" 9'10" 8'4"I 10'6" 9'2" 7 9" 400S162-43 16 25'11" 20'7' 18'0" 14'3" 12'5" 10'5 12'11" 11'4" 9'6"i 12'5 10'6" 8'10" 11'4' 9'10" 8'4" 10 9' 9'5" 7'11" 10'3" 9 0" 7 T 9'6" 6 4" 7 0" 4009162-43 24 27 8" 18'0" 15 8" 12 5 10'15 9'2 11'4" 9'10" 8'4' 10 6" 9'2" 7 9" 910" 8'7' 7 3" 9'5" 8'7 611" 9'5 7 15 6'7 8'4" T 3" 61" :Aµ O W t« ,t , • yW` Tr 1 1' S,:.g!!a " ri ' {„ gg t„`t"'..m �A v i `v K ' nok.v r.\''." {-p t i,.Y f g *.:y.,r_ -"'To„ z n. �` i 9': 3^f 1;� q r' 3.2:.,-.151t a it 7 . . ;i., pp ( i1 '." � S��p^rY, 7 :' y•,, r k, a..1Ao itoHW? ry*;1�_$ 40 k,,,k4:a.i a�raa rai. �i� a .. ii9�„ t',77_,..,1;,..0;..:,.; 4 ,9 { .:W 1 . t >� :, .raF.. ,1 att,i t,Y.�t_;t ;. . _,a r.F"..,Z,lri . :....t 4005137-54 12 25 2" 23'7 20' 16'1" 14'0" 11'10" 14 7 12'9" 10'9'1 13'6" 1115 9'11" 17 9" 11'1" 9 4" 171" 10'7 8'11" 11'T 10'1" 8'6" 10'9" g4" 711' 4005137.54 16 26'6" 21'1" 18'5" 14'T 12'9" 10'5 13'3" 11'7" 9'9"j 17 3' 10'9" 91" 11'7" 10'1" 8'6" i 1'0" 9'7 8'1" 10'6 9'2" 7'9 1 9'5 8'6' 7'2' 400S137-54 24 23 2" 18'5 16 1' 12 9' 11'r 9 4" 11'7' 10'1" 8'6"1 10 9` 5 4" 7 11" 10'1' 8'10" 7'5" 9'T 8'4" 71' 9'7 8'0' 6 9° 8'5 7 5" 6 3" i.,, ,.....• 1.k f r "F+',-' r �; :A,.. .- fz5,' en ro ..., i5.. n,. k, ..E r. .. .i,..f.•.,4.':... ...°„ri. .t eev,o��.�. 0.�,'•,� b ^5,...., _ '�z., '�z�. ” �'i �Q. S� �•:,rx;y f3 ,'y ''��'�" .� •sz•, � ��' �.,, Q„ ar �.:.�..'>��•" 113;•?, `�- �>„� �,•Bt!.�.i"' ".�io "a .�� "�V ';,�' 4.4.;�•v�4='1, i �., 41 di_ rr'A.,-a i'.. „iii. v ra3". •t+•6v�:, i ..w �,,�. ",i of .kly t ,� •',5f,�.guy',�1�'°5,�-.� .+4 •:,h1''c'.•," °`�. 5:i�� b�i,',� y't va ",�'s.,,�p.'.,�dx y;,S�' 'Y"F,�-Sn 's^>° :i'�:;�C4'7&'_ ,:.t:�l•SnS�.':....a�" iJ' .`li ��k:�,"'�>�'M.'Y� e'4 n f.' ! p' 2�` ^„>%.';kw.•n:ivf, M Yix a"•vy, .✓ ws. s# .., �,Mi F , A.. `>i, .�,n'SZrG t ..'.:...: h�,`4�:: ,11i f:. ir, 7k jClu;S,i i.kk,;a:Y -s .. ,:;D 4( `17, ..,aF";t,:n .0..k::.$1.1.41401,:_, a. 1 .�.,.b� ,! <£«`r's,F'AU 4005200.54 12 37 4" 25'8" 27 5 1T 9" 15 6' 15 1" 16'2" 14'1" 11'111 15'5 13'1" 11'0" 14'1" 12'4" 10'4" 13'5" 11'8" 91" 12'10" 11'2" 9'5" 11'11" 10 4" 8'9" 400S200-54 16 29'4" 23 4" 20 4" 16'2" 14'1" 11'11" 14'8" 12'10" 10'51 13 T 11'11" 10'0" 12'10" 11'2" 9 5 12'2" 10 7" 8'11" 11'8" 10'2" 8'7"' 10'9" 9'5" T 11" 4005200.54 24 25'8" 20'4" 17 9" 14'1" 12 4" 10 4" 12'10" 11'2" 9'S i 11'11" 10'4" 8'9" 11'2" 9 9" 8'3" 10'7 9'3" 7'10" 10 5 8`10" 7 6"( 9'5' 8'3" 6'11" i xh 4�..pf,F2` 'T to ) .d .e F'�'.,.i/:k. ,fir"'GN y ;,.?5[f,�J�..•.'!''}7VQ°..]A?t O. .';`x4 t ft•."11'�'',"�41gi tl w1:ttiW'!ar wt i�, ..fi'4,'i pa(�' .'•'y{ ...}.C,,lM;iemir:,., > :.ix; ,s sY n?.r a,.Y .;,ki.:.s,w... .: „3;. 'C S.r;Y?FA- .7.: -s �F4� ,1 ,. '* _ ,E ;i, @ �tft"/p1 ..a s}�pts 1' S:'sa•z is 3 ra yJn•fpRr.o s[�, n41,• �� .. ;,t N., :1 ,. ,! .o n ,r u- - y llih,�l.ey� ,,��{ .yf t p'��: ^.7�� ,, if,•i—.",��SA,�,�;cfi ,A'If.•i:�, �.#'. ;�.yy�'"C:>'? si?;�- V;L%,,., r, ex ',•`�}.�N>,wc" �t. :k,5i.. 3I�» <"o0.:'t7•�.113,f'-•:ti h•::� 'E ..., ��i;,_ ��`._ ,`�' ,s z,, r�. ".l� �;,j's3':'� y� d��f'(+, �,r. ��: _ • .s::E•1`" ��a ;�izs::.,:,�>.�.�„� �,� �a�' ",'�. ;p;� i _r ..;., #[� 'trz: ,{:E,r !'; fi ,mti,?<2•. >s"E :+.•:#y�'="act° v., :I ,.',t..74:: ,. " , .t ,s ,".8v,. pF,7` oF. tl.. .....Y+aM'�",.�.�,u.-`:f+G7., _.:�_,<.�a-M .v�r . .. ... � _,. V• � �;:.r 'r9?E p, � S:'.}'�,!_...ea,; rnJ :J _,�.Et"�iW A rr.,.......a ,,..,., ,.,.�,.:. .,.,,.., s"tx X�Y� -� � .., �;�. ,. �ax.;...._,nx ...3..J.f2:.. �r-.. ,wi �,€ifls,� >;�+:<u 400S162-68 12 32'9" 26'0" 22 8" 18'0" 15'9" 13 3" 16'4" 14'3" 12'1" 15 2' 13'3" 11'2" 14'3" 12 6" 10'6" 13 7" 11'10" 10'0" 13'0" 11'4" 9'T 12'1 10'6" 8'10" 405162.68 16 25 9" 23'7" 20 7 16'4" 14'3' 12'1" 14'10" 13'0" 10'111 13 10" 121" 10'2' 13'0" 11'4" 9'7' 17 4" 10 9" 9'1" 11'9" 10'3' 8'8" 10'11" 97" 8'1" 400S162-68 24 26'0" 20'7' 4-. �'. 'w18'0 a 14'3" 17.6"....10'.6. 13'0�" 11'4" 9'7"1 121" 10 6" 8 10" 11'4" 9 11" 8 4" 10 9" 9'5" 7'11" 10'3" 9 0" 7 7" 9'7 8' 4" 7 0" ,"�0 i,i,i�r'rii r.x' . 16"k ,, .e �l`�;:-r �:•".�.,t o.70041)R41021:1*,..�e:En�:� V 111�� r Or1 rit.a �q ea. i 9 . t�,X�,,� 6 •y;- .,=,,,,,..,..,,, 3M,P4i;,!!„,i, ':C t :''r $., :A,tiu4 l. . f”-,: ,:�1�� ' � *;� �Yoo i.t"ti1df i�"._?y,.' . ,F44.0A Ak'081'r S»„Y` t".' ," a iti, o.t .i:4:. .Y}68.� 4 ny. u��ti� f ! rq 5 E ,ry {� E‘'.:° i s��M� ES :i I ? t p Isf a f fti ipIlt i y'Ju'y5 �. 48* ff' s."- > i • O k. 4F' ,- �) o -.,',r�z.,,...•:;.: Yr,..::,.�.,,. .,:�d.se,...^.,�or.., 7,.:••�::F ...:,:.!£:?J ...aw.v.- 4,-,.�...,,i,r ,-.r ,.,:..?.-??•o•�sa�;,:�;�%> i.d_,j,L;,,: , .:.:.'d`n-r>s„X:,a k*�h��x'skl, r L �.., .ra3i;:t•n.E.t;..ar'.. 5505162.33 12 33'6” 26 8" 23 4" 16 6' 162" 13 T 16 10' 14'8' 12'4"1 15 T 13'T" 11'6" 14'8" 1210" 10'10"1311' 122' 10'3" 13 4' 11'8" 9'10" 12 4" 10'10" 91"~ 5505162.33 16 30 T 24'3" 21'2' 16'10" 14'8" 12 4" 15 3' 15 4" 11'3"1 14'2" 12'4" 10'5' 13'4' 11'8" 9'10" 12'8" 11'1" S 4' 17 1" 17 7' 6'11" 11'3" 9'10' 8'3" ' 5509162-33 24 26'8" 21'2' 16 6' 14'8" 12'10"10'10" 13 4" 11'8" 9'10"1 17 4" 10'10" 9'1" 11'8" 10'2" 8'7" 11'1" 9'8" 8'2' 10'71 9'3" T 9" 9'51 8 T 7 3" `. ..;.•, ng � .,.., "i'1�7"' a- - „ `x,°y -yyi A;s9 :w�tri .fr` ty .y,i ,hi.t,,> �...,, .'Sqq d' � l-r• ''".$'• tie, q r"TY, ".a;A_8 t^.. ' .fib'::la :.i Vq,! s i"Se c<. !! ; A',.a5i. '"v.",F.d.., •,iyi '> { z.y gw `�"`3 t'}'ilt _..,�8�..,. �.,.�� :M1'� •P1:;; :JMD ry, ',,r� k ",iay f' i, ,,.�'�*� 'G� �,�,`,", ,��,.��,�.. . ��' i.Ir:s�.A 1.4 i�."',:�3' 4':v"33 :s u.4:, Ct`, .w cam: t,• { 11?" [ 1. . :;;r :: i... . , ''b " .:E':i0, ., ?' 41Vt 1o1. has,:l ,,... ,, .. ,.- ,, .,t! .�F,4 `3'i�i 1. s "ir�',•'Y ,ui;: �iio•..v �5.,� 6,�t• .3. ...a '. •�A ,fie. �,e,�� t�.. .E,b ,•tic .1 ^...,. �: .�� GtZ'>r t„f'�1�" �' '.' „�':I,w't,��','�^�A.A 4`,..7<�� b1.i•«,G3't�.,�Wet a.r� .r 1 :, 'a.,7�r.,�.i '.Liii,6�;s�`. .4 .�:. .. .., 'l qs,z'� 5505162.54 12 354" 31'2" 5'3" 21'7" 18'11" 15'11" 158" 17'2" 14'5" 18'3" 15'11" 13 5" 17'2" 150' 177" 16'3" 14'3" 12'C" 157° 137" 11'6" 14'5" 127" 1G 8" 5505162.54 16 35 9" 25 4" 24'9" 19'8" 17 2" 14 5" 1710" 157" 13'2" 16'7" 14 5" 172" 157" 13'T 11'6' 14 10" 1211"10'11" 14'2" 12 4" 10'5" 13'2" 11 6' 9 8" 550S162.54 24 31'2" 24'9" 21'T 17 2" 15 0" 127" 157. .137 11'5" 14'5" 127" 10 8" 13 T 11'11" 10'0' 1211' 11'3" 9'6° 12 4" 159" 9'1" 11'6" 10'0" 8'5" i��5�j0{� ,n� ,;mot,[^ r :"2"`v.. !9 ,k` n:_ ;,],,` . " ::u.� V. ��4 iii F es.', w e'a"': 4.:a.#, ... ,_,,..r.�,s J'E.M F :.i. F 1,t Ft j�^��%i''='•F�•. ..ate ^,`•'•'.°w.�l,'.�,. .tr. 3' .S'-.A' � �j�J, l.f` .. --'..,, i„lam, ,Nd"__ w+n�.'f��I,,:�d,'�� .6''• �k n��y:a7.;: *161 V,1�62:8'''"?i ""; y rx -4 ` 4•, „'p ..¢' s�. ".; '''"`a /': -fq ": 5 u-;r 9 Yom'('` 8' 0(4 �,��,,vv;7iF � .m5�>}�'.`�H�:�?;1: S"`. • �:..',, s .t��7?;;�a'>.a.'d�.;::fi[%4. 1 t�C�'! � tq� i-�. ?✓....r �:.,. .,A.h._k�: .,C�O.riw7N�'o�'� 7. .6.i, .r7; s�Y`�;: ' 9 68' 4.,; 5 9 g ; 2 :;6',-"i ` 8''3x11' r, " ' `; 'Y ' t i , �1:. .' � °; '^' f'denotes stress controlled section,all other sections are deflection controlled See page 16 for Wail Height Table Notes . \NV,— — 17 SS , ..y. . .., ..., ,. . . . .. . .,..._ Limiting WHeights •- Curtain a 1 ` Wall Height Table Notes 1. Lateral loads multiplied by 0.75 for strength determination per AISI A5.1.3. 2. Check end reactions for web crippling. 3. Limiting heights based on continuous support of each flange over the full length of the stud. 4. Heights based on steel properties only. J. 'via-Wes based VU rY-JJ r. I. ''`°'h5 .�. nsd'd ,ra,i»ti u., ',es"P� >. <H,.- [fS .':7 ,<s�✓' L q"+E�'s , w, T,�d Y r.5 w ,� r ,;k • ziw::x M:tom S•F,:T{rHS_;S� dl,..,k t d+K _q'2 n i. r,vw. ,z'a+ ✓,z, 2 mV+�W.H ,s+. 9aPr •,:i�., '+3. u3�f 7'"fc A' '.=,L?4 N•s i ":s.. ';G -:1."..X., .t""R4i «,zkr xr Si'�.• ,t^�r"`'�'h'r'" 3__ ""-'y�r `'"' z,. t' �,y�•..�,_,. t y;4�n,ti.••"{rex f .$)as.," .•.tt t a 1 t a t:'.�t� f Sr i zf r S `" 4 r}. & Riff P � ok� 4 Bi >i, . ,, s ts,r rS.l'I6.auJii.,i a xi!•` a- t ".t f ,x ?• 9 ,u dr a t+. a+� i.iaLw a .i t � ..s,aa3.sx�aE."s'riT:4.:L�. e.,:«.✓.y x z a«aoS s txnr. ki :a'' �" zSu3fr�" `b`. wc. ;.✓r d. �A• 3505162-33 12 23'8" 18'9" 16 5" 13'0" 11'4" 9'7' 11'10" W 4" 8'8° 11'0" 57" 81" 10'4' 5 0" 7 7 9'10" 8'7 7 2" 9'4" 8`T 6 11" 8 8" 7 7 6 5 35OS162-33 16 1 21'6' 171" 14'11`11'10" 10'4" 8 8" 10 9' 9'4" 711" 9'11' 78' 74. 74° 67 6 11" 811` 7r 67 6 6" 7F 6'7 711" 511' S'10" 35OS162-33 24 1 18'9" 14 11" 13'0" 10'4" 5 0" 7'T 9'4" 8'2" 6 11' 8'8" 7 T 6 5"1 8'2' 7 2" 5 0" 7 9" 6 9' S 9" 7 5' S 6' 5 6" 511" 6'0" 5'1" ° rt::!;:":e:4',V1,::••v i.j.r� ,;::..;ury.i..��n m g.Td.:..e:".k. �",t", .�`�. , WI' xt'f°,s'..s.it'r,!. �s�fix: r/ i t cr'.V:�' Y �4'�.. .05 wy:i' �«_•,e�A.rr�t,... a�F t yU�y e•n �7Y v• a xT o4 �t, firn r ",�yY ��. �C �0�4`+ +46�+• Y�+ „ t :� ,Yi• C F- 2� ��;��1 th:-_:�?' � : ''"" ,'4*, ��n lqlcit-r ? 45, ;f�.�y.4.G� lt .: yky eYYf 6 m u<d. " ,� < :�i 9 .:�i�,,+.-o ".�"u� n r '�� ... : 4 "a i. �.� .�. .,.� s.Y,�. ° ' 3505162-54 12 1 27 7" 21'11" 19 1" 15'2" 13'3" 11'2" 13'9 12 0" 10'2 12 9" 11'2" 9'5" 12 0 10 8' 8'10" 11'5' 10 0 8 5" 1 0'11" 5 6 6'0" 10 2° 8'10" 7 5- 3505162.54 16 1 25'1' 19'11" 17 4" 13'9' 12 0" 16' 12 6" 10'11" 9'2" 11'T 10 2" 8 T`1 10'11" 916" 8'0" 10 4' 71" 7'8" 9'11" 8'8" 7 4' 9'2' 8 0" 6 9" 3505162-54 24 121'i r .17.4"„ 15',2 17 0" 10'6" B'10' 10'11" 9'6' 8'0" 10'2" 6'10" T 5"' 9'6" 8'4" 7 0' 9'1" 7'11" 6 8" 6',8" .7..7 6'4" 8'0° 7'0" 511" '17.i•-'•. 1 .di q ,�7.s�•y� i 'd i.4•. ,4:�..><+r, f ,. . "•,.,r,.' 9`,'a 7 `, -.i,. ,';tr" � t...&,.' ,Y, YYq•,.' � �` r, �M^s.>pgtaF :. �?,-..::>;,1,17L' ';"+•f�2•^' �'I t<� ',�y'�-..� "� .. ,-.�� §£ ",a' ,r,,,.3�i �^.. .,,;� '��.t9!,,. q J.Fid p•Ft c.fl,: r 7 x,-: f >.,5fi ,. 1, 7411' :,o r' i ,'J F r Vt ,d' c:974.4**,;..'....,. < - qn 4�„ ."..;,y7t ,'•,•• ,,? E:7q,, -�'+",p;","'"r 1iC',,,,, y� y'�,��1 "r,r 4 r'4'd y.'. ,1- ,;.; tc:4,, �i ,w°."" H,; ",!.. '', ':b 'i., "A`v' �T4yYi „vo.{`!"'M�r."t., nrHW�S'�.�,'P'*.,.>cSr..1 t e�':"' °CS+Xcvc.o....V � CA+4. �+r F'...t 't.��tr.++ YS! .g.. ,.,.X, Frz A .�k r..„:.,: , v.l>„ �.�i "',tl:. 5 ''Y+ * x ri r #"o,A •z;.' ', .5 r •':r,"°4 L s ,ef',,`=:..x ..,<, .�� ,�,�. y� ,(ter �,,,} ��ry� g�� y�. {;� !}� �a�r wq�dG^1',�g'-'a4''�+�t4:':i,.�Joi'M-:i�"�"re�E1*��7�" 'iet��5.�° ,. r.C��.3'IC::° tCn'( 3+� �z� '� b.'£��4�" i�i'�'.?'Y d b� ,'t'� '_t,� r``,r "�"�''r»�`y'�"" e.'" 'w �"!'ice*+ r'i � ..�'^x d � trg"�r + .?.� , ,::x ,..,,,,,..:.z.r<7.3x.. f::;.. ....,.,..:,.a,�. ,..i`.�..,, ::'i c .w,Sr(<ts '•.a-.-. ..< .,,i'4.,: r ..,.. ru,.. ....'?>r aP pe`� ,,b...+r:, .. ,rc ,s_ .. .. .. ..... 3625137-33 12 23'2" 18'5" 1611' 129" 11'2" 9`5" 11'T 10'1" 8'6" 10 9" 9'5" 711" 10'1 8'10" 7 5" 9 7" 8'5' 7 1" 9'2" 8 0" 5'9" 8'6" 7 5" 6 3" 3625137-33 16 �21'1" 16'9" 14 7' 11'7" 10'1" 8'6' 10'6" 9'2" 7 9" 5 9' 8'6" 7 2~ 5 2" 8'0" 5 9" 619" 7 T 6 5' B'4" 7 3" 6'2" 7'9" 6 9" 5 8" 3625137-33 24 1 18'5" 14 7" 12 9" 101" B'10" 7 5" 9'2" 8'0" 6 9" 8 6" 7 5" 6'3"i 8'0" 7'0" 5'11" 7'T 6 8' 5 1• . lt:-:ntl� 7 .�.T 3" 6 4" 5 4.' 5 8 1 5' 11" 5' '.3 0 r � K ?';ryV i. u �i p�'�' « �' , w45G � •I :{ . �. Q� r m*g g[r i ? ": i^ii ' 41T 3 :� -f vi s " ,: l, z':,a O tki f � H! o "b . + l "7.6a•$ X.:7 Xav ,0:0 ap9 i 4 s.o r ' N i`X i�62 (�r . ..."P.a......, d2^°d- ��A 7i N;ag5 Ft�.�,a .>.... �..,w })i.,.wv�.?M Iri 1' r,"� C4.�J•n.�°r{b F W.t.W 2.'�' . y.s7Q✓i ..'�� n�, 3625200-33 12 125'T 20'4" 17'9" 14 1" 12'3" 10 4" 12 9" 11'z' 9'5" 11'10" 10 4" 8`9"111'2' 9'911 8'3" 10'7 9'3" 7'10" 10'2" 810" 7 5' 9'S' B'3" 6 11" 3625200-33 16 1 23'6 le 5" 16 1" 12 9" 11'2" 9'511 11'T 10'2' 8+6" 10'9' 9'5' 7 1 1" 10'2' 8'10" 7 5" 9 7" 8'5' 71° 9'2" 8 0" 6 9" vg. 7 5" 5 3" 3625200-33 24 1 20 4" 151" 14'1" 11'2' 9'9" 6 3" 102' 8'10' 7 5" 9+5' 6 3" 611" 8'10" 7 9" 5 6" 5 5" 7 4" 5 2" 8'0" 7 0" 5'11" 7 5'Y 6'6" 5'6" .'., .r,_.., .. t: ..hc;,t: a ..era 'rtr - "''Y,.n'i;,. ;z,. :a:;${:*: ,"•: . f`x^a:: .t �+{�' y�',r� +.y r�{ r Ssr_!� ,�vt .t Q1� iyy�'.' :.1 ��4'•:,dr °:Y,. M"FiCv:�t:`:'7. ..��uL '4 ,�.•,' ..�.i�'f•.Jrr�7�N+ik„3�,•^,•'`t i1? �i;;Y`IV�.,N<,:.,tt. .,Fr°":''� � 'T J 4 ,;r., u., wp ., <tstR.'2� &„ .: t-...>•.. d;' �" .,.,<i tu' i#''�",.. }. 4 ; F Rrt,'.. yY k art . +�,,:t �1 "•a 1, f,r fr 11� "4:, ,. P" �,, N t3' m lWd Qr•-" j„ g tfn. �5r 5' r x,15 J7, r's�"n�i<:XT's � e F+� ,:dNl�,,"Lf:c �Y��'.,E•1' ��11c� .V "'S�i�Y�EFf?. b.: �rey� '��Fl`s�'"�4,.' 1,��'� f. �� :Y r� ",,t�V'% '•, �( �%U5:0.:47^S:i uJi �'•a; ;;,*04,�+.�<. ,r. •rsi'�.«„9. ,:�. � v,�. "�+ ,.�.<, ,.1r� .. ---- � �'"�nii,u4;,7i'�r,.t,. 'sa,:,,,�F>s... ,..t: .w.. �;�,..::.>5�'..,,. .rc� r„ t��.rs�i `� v,»b!vr� �«.1 .;J'••,,�.", v ,I5f :; `>.. 'k"• "�' �}(4`.�t w1 ",^4:: `'i„"8 yip`,,:.: ::' >.fr.,,,, u.,.tn;",,�.t':'• '. rn '9rottltiar. i±�^rr'tc"��mv<-.«,H fix':, CC�.° -.>""..'?�,? i' .i4,H„ri"F�},'c7 s^i:•. ,i".+.1,.'>r ;�if;f:a4�rt��3�.. �C,A7�x`ai,�a 'kk .. ,.nrM`�:L:�A� iNr:+ �i�'s,�+`,L� y"�'.9�.,�1r��s��>�JUi„2'.,,.„��t u,,. .li�'�,•.: trC1 i),., :W� 3625162-43 12 26 6" 21'0" 18 4" 14 7 12 8" 10 8" 13 3" 11'6" 9'9" 12 3" 10'8" 9'0" 11'6" 1011" 8 6" 1011" 9'7"} 81" 10 6't 9'2" 17 8" 5 9" 8'6" 7'2" • 362S162-43 16 1 24'0" 151" 16 8" 13'3" 11'6" 9'9" 12 0' 10'6' B'10" 11'2" 9'9" 8'2' 10 6" 9'2" 7 8' 9'11" 8'8" 7 4" 56" 8'4" T 0" 810' 7'8" 6 6" 3625162-43 24 1 21'0" 16 8" 14'7" 11'6" 10'1" 8'6" 10'6" 9'2' 7 8' - ,F.....w ,� ;- - ,.,...: ^a.:,•, :t'{�. ? 9 9` 6 6" 7'2" 9 2" 6 0" 6:9" 8'8" 7 T 5 5" 6,4"4" 7 3" 6 1" 7 8" 6 9 5,8" lan: d ,ou:, S, : ';.,274 f; .h'g• �l �" .s: t`"i ro ti�F„��, "A F kii3 ,t 'yo, �M� ��r ,fi PY t C� - .,:.. f � ' �'� "`R§_ ./"w�ry • •s ,��,w-: z:,5�g� i] .K %%<? ��4�C�gat*y 101z** _ , " �„� .l9_�.c a :,o- rr Gq f �' y*>4 �DC�a.�r "' ? µ: .,# rr2:�l '.0.- a , , A u ;s., ,R,5k " N, " r p br ';w>" Yie 5 l� wi Altai tw «i '1v+t3. Sip. a t 3625137-54 12 27'0' 21'5" 18'9" 14'10" 13'0" 10 11" 13 6 11'9" 9'11" 12 6' 10'11" 5 3" 11'9" 10 3" 8 8" 1112' 9'9" 8 3" 10'8" 9'4" 7'10" 511" 8'8" 7 4' 3625137.54 16 24 7" 19'6" 17'0" 13'6' 11'9" 9'11" 12 3" 10'8" °'0" 11'4' 9'11" 8'4' 10 8" 5 4" 7 10" 10'2' 8'10" 7 6' 9'9" 8'6' 7 2" 9'0" 7 10' 6 8" 3625137-54 24 i 21'5" 17 0" 14'197 it'9' 10'3' 8'8" 10 8" 9'4' 7'10" 9 11" 8' :. 8:' 7 4"i 9'4" 8 2" 510 '10" T 9" 6 6 B 6" 7 5 6 3' .710 " 6 10' 5''9 ' . t Wi+51,d J,. :4 06 C t 3 7 -�� 64f 0i moy4�i ��t.Ot .��8�� 9 y� A•� x� �" "�. �d � .r� ; u . a .� .. A #.YM... : . ri!�� ; t•2 � .��V- r' 1. :0 5 89r At ^ . /1n,**;;��" O 4:,I� l w`� .2 96' 8^ : ' i o .� gw ,d i _:. +k,.. r•r„. . x. m"'r>� /, i�t!vdt. 9 "k iYg ,0O� 31i lF ae f s b �� tg« .. v 64 fi �; y.. 362S2O0-54 12 ¢ 30 0" 23'9' 20'9" 16'6' 14'5" 12 1" 15'0" 13'1" 11'0" 13 11" 12'1" 10'3"1 131" 11'5" 9'7' 12 5" 10 10" 9'2' 11'10" 10 4" 8'9" 11'0" 9'7' 8'1' 3625200-54 16 i 27'3' 21'T 1810' 15 0" 13 1" 11'0" 13'T 11'10' 10'0" 12 7 11'0' 9'3" 11'10" 10 4' 8'9" 11'3' 9'10" 8'4' 10'9" 9'5' '7 11" 10'0' 8 9" 7 4" 3625200-54 24 123'9" 18'10" 16'6" 13'1" 11'5" 9'T 11'10" 10 4" 8 9" 11'0" 9'7' 8 1" 10'4" 9 1" 7 7' 9'10" 8'T' 7 3" 9'5" 8'3" 6'11" 8'9" 7 T 6 5" v .,w.A. k,.v .. ._ .. ....e i,e ,.. CS : :,..:"t': .;r.:..y.*`:,< w'vy".w(. S� .,n ,S tit .r:.cd;ts"o '� " � e�.t r;..d,�Q�.+z. t.7., •-n.£.:'�N•&Fe ",3'- 'e::x„ ::,�.'.a7:, fia�'11e. ,:,j'��' k�, -�� ,iii lit•�✓'" .�S Y<''�%�% ,�*� ..'�,x?,: _7��.�,}ryr:.,rye .yc `a �c^ a 5��•r1,1`i��• W ;d..t5 �,�"f,5,tc,,��.s.;�SSk� a• ,``•�'t,"n%r�`x�'' .:,�' i��' �' -� ��+''g•�" r:,,r�.r'. ;:3;•',.+ �,.,. �!k 161,10 r,�:v�T�:F•�'y�.e^Stv`�f \ ...,+`� Ri ,+:.�f'. C „TiY 2.. � .f.E�...,vY' .Ca �t y:.jc; �'�5��'r ,i(�:/'•+. r•�,< .'.,ta.K, =aY.e, _�„'a"•t. µ`I ,H , i., 'fin ,.„ ..4•': `'''.''. .''�„�'..�(e i rw'S4 *op; t�9 :"'".',?qt._�'.,�_ 4 ,c��.', 1, ( .h r., ' . �.1 .� 11# �� .� t;��= ': "f;<�+;��;,t'�'=2`,�`�:�#' x `n _ "r �.�,'.".)',+�.4 ;'�"`.,,':•1�',` `t f:,:,. .;.,..f, y��P;� dm:�:ar:,�s;.£s,-C,c,F.„:'r;�_'RF,>a,t ,,,1„e.�si�.�'r`_,•�r�, gp -<.r:�•,.1:.,�., 44',"3.5�; �3e:,,; �.,,,GS.T%�- r-•r,.., e'R.�' ,',A.n...,r. d'.r r n:<;i:•,.r.¢& •, ub 7Q.fi ...4. .:: y +� k , 4✓ f, �7s,�o y.�r'9..i�p .,r Si. 5 1�,r�,"' Q It:f`t';y4c ..itYWilatis."ai'= t .t ,..., ',Orgi i :ls` ,:i.,e4."� SV�1•r',iti a,..rc,"�, >�3:'1"u'V:<,frs`;:,Y .'t?•d,,- let ,..d•%:w,..,,,.:.,�.. A`<2-. B_2la 4 x,r.,,�1 }1:i +.,1,i ryri 36625162-68 12 1 39 4" 24'1' 21'0" 16'8" 14'T 12 3" 15'T 13'3" 11'2" 14'1" 12'3' 10'4" 13 3" 11'7 S 9" 12'7" 11'0" S 3" 12'0" 10'6" 8'10" 11'2" 9'9" 8'2' 3625162-68 16 1 27 7" 21'10" 19'1" 15 7 13'3" 11'2" 13'9' 12 0" 10'2" 129" 11'2" 9'5" 12 0" 10'6" B'10" 11'5" 10 0' 8'5" 10'11" 9 6" 8'0" 10'2" 8'10' T 5' 3625162-68 24 24 1" 17 151" 16 8" 13 3" 117 7 9" 12 0" 1 0t'6 8 10" 11.•2" 9 9" 6 2"1 10 6" 9 2" 7 9" 10'0" 8'8" 7 4" 9 6' 8 4" 7 0" 8 10' 7 9" ' 6 6" ..7-dd"r `_°.,i m:� tii r m Ygy7p i �tJ Lyn 7 nik011li ki YA . ?�f, Ciie,�.:: o r . , i!fiFAr. 7 fR NY:W�tti '��k o a� * .' s k'a` f L iF ;,‘,:of-0,4-110,:k‘'':.,:eF, �oe a t; , , nr-, k 3 �7. ' l Y ' Nvr:�e «�ta go y� ..0,0% y :r, S�i_�t=t,, �41.9+tI�. �rF. nte�#�. # 1t9 '�:Nd ;ool. o;�"t}A,1 7$,. a,5' �zig�.r�i E e1e,,t4 ,. t•�2 :.;6" t" "f"denotes stress controlled section,all other sections are deflection controlled 16 `� SSMA . illr. GRIMM & CHEN `TF; Tu,, `-i. _NE-•;:1t,.it_, iNC. Dote: Job No. LEngineer: Page No: of 121.-Ari----L't'; —C:D.a2.:r-'L'j1- . ___.... _ _._.. . _ i I_ , 1 ,..)1,t. _ 14 ti. NlT ....t-44. ,1,,,__...:. '-S- _. _..- - ...__ - , - II T F ......... c r5 r , , I , _ ; _ : , ., e.. 4 I 4—c - , i ., . : . : .:__ . _ , , . , _ : . S F , 5 r5F-- x-1 7-.,/,,,_ -,-_. , J 11 - - .__...._ _.._.. . _._ I ' Y t. . _ i/tV t11)C.. I.)4 t Z7 5-' f fr----�" - ,)-)(— t 54-t C-^g,s12..-:c; -c:t ,.. ....3 .> ,('T--b c-{4-c-rAc-- 4,1c:. .s--12.:.. . ----;-,,,.. ---1 i-6:4 x 1.,.4k-4 t.-: it-:E>1) ' -- ----L-: '•---- ----- 1 Cra fi t(�1" S"_ \J ;f _.; .__.__ . .:.. F.,t‘ ,.. ,, ,,,,, . ›, ,,, g6, ..vt_ . ! cr., . . __ v. : .. , . , __ , .. ._ , . . _ . . ... _ __ . __ _ _ ... _„ _. 17900 Skypark Circle, Suite 1 00, Irvine, CA 92614 1 P 949-250-3150 i F 949-203-0450 1 www.gcstructural.corn Company:Grimm and Chen Structural Engineering Date: Sep 13 10 Address: 17900 Skypark Circle#100 City: Irvine/CA Zip: 92164 Section Utility Report 1.6250 Section Information: ' N I Design Code IBC 2003 w/AISI-NAS 0.0764 .. 2001 Design Parameters Design Method ASD Section Database SSMA Standard Stud 4.00Qo"'"°0-0346 Section Parameters 1• ! 1 Section Name I 4005162-33mii, 33 ksi I Member Length (ft) 11.5 Bearing Length (in) 1.25 Member Data 'Shear Coeff. K.v. 5.34 Bridging Spacing(ft) 11.5 Fastener Spacing(in) N/A 400S1 62-33mit, 33 ksi Design Options: ° Back To Back Configuration Not Considered ° Standard Punchout Considered ° Strength Increase from Cold Work of Forming (AISI, Sec. A7.2) Considered Section Gross Properties: Effective Section Properties: Area (in2) 0.2750851 Ae(Axial)(in2) 0.2231851 Weight(/b/ft) 0.9361365 Ae(Flexure) (in2) 0.2164206 lxx(in4) 0.6922309 Ycg (in) 1.973503 Sxx(in3) 0.3461155 Sxe (in3) 0.334242 0 _Rx(in) 1.586324 iYY(in4) 0.1026529 Material Properties: Ry(in) 0.6108747 J x 1000(in4) 0.1097736 FY(ksi} 33 Cw(in6) 0.3627981 Fu(ksi) { 45 Xo (in) -1.263301 E(ksi) 29500 Ro (in) 2.117905 G(Ks') 11300 Design Loads: Crippling Allowables (kips): Tension(T) (kips) 4.268415 EOF 0.1623876 Moment(Mx) (kips.in) 1.887261 (OF 0.3378608 Compression(P)(kips 0.5665532 ETF 0.1279901 i Shear(Vy) (kips) 0.5948836 (TF 0.384852 i ASI Steel Smart System©Version 5.0(SP 2) Sep 13 10 Page 1/1 Company:Grimm and Chen Structural Engineering Date: Sep 13 10 Address: 17900 Skypark Circle#100 City: Irvine/CA .—'J Zi 92164 Section Utility Report I p= 1.6250 , Section Information: t I IBC 2003 w/AISI-NAS I ' 10.5000 Design Code 2001 Design Parameters Design Method 1 ASD Section Database 1 SSMA Standard Stud 4.0000"`"" 0.0451 Section Parameters t r r. ,, ,,,, , 1 I S 162ection Name t 4005 -43rnii, 33 ksi Member Length (ft) 16 Bearing Length (in) 1.25 Member Data Shear Coeff. K.v. 1 5.34 -w- Bridging Spacing(ft) 16 Fastener Spacing(in, N/A �� 40051 62-43mil, 33 ksi Design Options: o Back To Back Configuration Not Considered o Standard Punchout Considered o Strength Increase from Cold Work of Forming (AISI, Sec. A7.2) Considered Section Gross Properties: Effective Section Properties: Area (in2) 0.3566666 Ae(Axial) (in2) 0.2890166 Weight(lb/ft) 1.213765 Ae(Flexure)(in2) 0.2890166 lxx(in4) 0.892037 Ycg (in) 2 Sxx(in3) 0.4460185 Sxe (in3) 0.439596 Rx(in) 1.581467 lyy(in4) 0.1310826 Ry(in) 0.6062354 Material Properties: J x 1000(in4) 0.2418211 Fy(ksi) 33 Cw(in6) 0.4598226 Fu(ksi) 45 Xo(in) -1.251714 E(ksi) 29500 Ro (in) , 2.106026 G (Ksi) 11300 Design Loads: Crippling Allowables (kips): Tension(T)(kips) 5.527443 EOF 0.2715806 Moment(Mx) (kips.in) 1.514925 110F 0.5934566 --_. .,., Compression(P) (kips) 0.4087444 'ETF 0.2369888 Shear(Vy)(kips) 0.8095632 ITF 0.6831408 1 4°114 (..z) 4014 ` > ter .7,.) _ tit-48t, fsty9 AS! Steel Smart System()Version 5.0(SP 2) Sep 13 10 Page 1/1 LILWGRIMM & C H E N STRUCTURAL ENGINEERING, INC. Date: Job Na. Page No : 2, of _ ! cro G C- Gat;A.. to s __ 0.4 „kr .... . • - 0.7 2.. /sr K 7J • • s .1 44, 4-t • Fr - . 2,a ik et " : # Cu:L ' . - v ,t-k.A•k5 tt, Czly et.1 0 6A." (e,,t - > 141g u 12-tiAeate itz zf. 9 trartft ra tA4-Ae v CE„, a► CVO 5 3s r I 1 17900 Skypark Circle, Suite 100, Irvine, CA 92614 1 P 949-250-3150 I F 949-203-0450 I www.gcstructural.corn Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97223 Spectral Response Accelerations Ss and Si Ss and Si = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.944 (Ss) 1.0 0.340 (S1) Period Maximum Sa (sec) (g) 0.2 0.971 (Ss) 1.0 0.347 (S1) Period Minimum Sa (sec) (g) 0.2 0.907 (Ss) 1.0 0.334 (Si) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97223 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.060 (SMs, Fa = 1.122) 1.0 0.584 (SM1, Fv = 1.721) Period Maximum Sa (sec) (g) 0.2 1.079 (SMs, Fa = 1.112) 1.0 0.592 (SM1, Fv = 1.707) Period Minimum Sa (sec) (g) 1.0 0.579 (SM1, Fv = 1.731) ( c Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97223 Spectral Response Accelerations SDs and SDI SDs 2/3 x SMs and SDI = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.706 (SDs) 1.0 0.390 (SDI) Period Maximum Sa (sec) (g) 0.2 0.720 (SDs) 1.0 0.394 (SDI) Period Minimum Sa (sec) (g) 0.2 0.688 (SDs) 1.0 0.386 (SDI) GRIMMLt *' Date: Job No. & CHEN STRUCTURAL ENGINEERING, INC. LILT Engineer: Page No: f of 4-rotte- irt:6,7_1r064,1= : — s-C-� jorCr.*4 i-�' U y A Ac4te f i`j 5 40 _ _ _ 2-6(-0 d 5. ry2_0,i(Dt_ 86)..< ._ f._ A. 0 _7••• r r ._ n it rfi 37 qf . • Fp 3 7.X S-2-# +VW' .2-c'CIA - 17900 Skypark Circle, Suite 100, Irvine, CA 92614 1 P 949-250-3150 I F 949-203-0450 1 www.gcstructural.cam KFY,DIES. NOTE:ALL DIMENSIONS AND EXISTING CONDITIONS 1� z P, SHALL BE CHECKED AND VERIFIED BY THE (1'LEASE 1-». — CONTRACTOR IN THE FIELD,SEE DISCLAIMER NOTE �—.! IIP-"' L ON SHEET C5-1.. LArocoans NEVrtzAL pIER,e:n-acs,o.FxSTn+' W N 2 FRESH TO RPNAIlL 6l.,10 PATEN,RE4 Ne) Q� REFINISH AS REOVIRE D. A_ z z-* STVRErRONf 5171-FURH151QD BT SIGN LO,1 IB FCEt DDI IO GL.-SEE 616N SHOP CHtAMNSS • FOR ADDH IONAL PETALS O L- cn I ( z 0 REi E LR!LY`I}IKNf.AD U d i AHVVE s 10'-G'h P.F. I// OW ,y . /—L»E OF bAKIrJrD /7 TENANT FINISHES TO BE PROUD OF j1-�� n 1! MALL SOFFIT TO CLEAR 14'-0"A.F.F. l I STOREFRONT HEIGHT E2---_,_.. _1, ii , ___-.._ ---4-- r .., i r IIMALL NEUTRAL FASCIA TO BE Rt OPO LKfM COVERED WITH GNG TENANT FINISH 10 Feaa.e-1,-EAD� I GENIERLINE OF DEMISING,WALL AND i } PIER 1# z i ' ' OF t'IIL.:f L _ 8 ! STOREFRONT MUST BE FLOOR 1I I I SUPPORTED p�EH151V' I i RnnoH—\ �—�P' Hi k "" zIn 10 • A 0 I � . Fro o LIE OF BAt1P V1 ,-.83AS 1S n® .eEY PLL[i'7C M LP 9`U.K/H!A. n �Iy -- awE R o'a w r. j'rY� J VS $Ii z '0 C I Q FA lir I w k r- m i 1 1 ' FAA ° Cy �' LIE OF,yLK . �w o N "$E I i JI1 E Q O bAE55Y 41.11) I Il *NI -''-''-""-N"-",- _I- VI op 0 m.1117:., 1\ 1, . Jny J 5 Lb k. /✓0 �'_ ups 1 Trt-1 \ SIIre No. 1 2 : l D � Drown by! oe f /1� R Dws Dole: Checked Ey, Dole: �;� RR tel MOB \"_S/ Drawing DiIR a 0 g 012 D WG -Yn4 F ?-10'"S req. ! 7-tl4} ¢1N Drawing NE. /N� ' ,,,___M.R f mom 'S" OEM. V.LEEETOFEEPEEIe VIP BBde0�9NG VIr,RNS Met. 4,i/SOE OWRKW V1F CITM ORJE... l ,M .I A--r Company:Grimm and Chen Structural Engineering Date: Sep 14 10 Address: 17900 Skypark Circle#100 City: Irvine/CA C27 Zip: 92164 Section Utility Report 1.6250 Section Information: ' IBC 2003 w/AISI-NAS 1 i . 0.0712 o.so°0 Design Code 2001 i • Design Parameters Design Method ASD i l o 0451 Section Database SSMA Standard Stud 8.000+; Section Parameters Section Name 800S162-43m11, 33 ksi } Member Length (ft) 26 3 Bearing Length (in) 1.25 Member Data Shear Coeff. K.V. 5.34 Bridging Spacing(ft) 1 Fastener Spacing(in) 0 SDDS'I fit-43mit, 33 ksi Design Options: o Back To Back Configuration Considered o Standard Punchout Considered o Strength Increase from Cold Work of Forming (AISI, Sec.A7.2) Considered Section Gross Properties: Effective Section Properties: Area (in2) 1.074133 Ae(Axial)(in2) 0.5564024 Weight(lb/ft) 3.655361 Ae(Flexure) (in2) 0.9374925 lxx(in4) 9.269319 Ycg (in) 3.730181 Sxx(in3) 2.31733 Sxe (in3) 2.038457 Rx(in) 2.937615 lyy(in4) 0.4499556 R in 0.6472257 Material Properties: y( ) Fy(ksi) 33 J x 1000(in4) 0.7282658 ' Cw(in6) 4.151636 Fu(ksi) 45 Xo(in) 0 E(ksi) 29500 Ro(in) 3.008069 G(Ksi) 11300 Design Loads: Crippling Allowables(kips): Tension(T) (kips) 17.95518 EOF 0.6540956 Moment (Mx) (kips.in) 40.28089 IOF 0.801228 Compression(P)(kips) 5.973466 ETF 0.3114917 Shear(Vy) (kips) 2.102305 ITF 0.6722192 40 -I1/0"-,A 41, /4-110e-p-opulv AS! Steel Smart System©Version 5.0(SP 2) Sep 14 10 Page 1/1 ...EAGLE c._) Item No.: Ej GROUP ProjectNo.: t. Profit from the Eagle Advantage® S.i.S. No.: cfp cp Specification Sheet Short Form Specifications Seismic S h e l v i n g 0 REC,,,,„AIVED Eagle Seismic Shelving, model . (EAGLEbrite`". (n MODELS: chrome)wire shelf with patented QuadTruss design,and 2 gauge SAP 2 2 2010 c. top wire on each end for enhanced strength and stability.Top mat CI SA18* Z:YSAP54-* _ assembly on each side is supported by a three-wire truss Zi SA21* Z SAP6O-* CITY OF TIGARD a assembly. Square heavy duty adjustable foot plates provided on SA24* !1SAP7 BUILDING DIVISION M each post. * See charts on back page for complete model numbers. Vi • No labor-intensive sway braces are required on ends or rear, { allowing complete access to shelves and stored items. • Seismic stability and strength enhanced by 2 gauge top wire ��,T� ..., on each end. ' i •Tapered aluminum split sleeves create a positive lock that cp becomes stronger as the load increases. Zinc-plated cocking c7,' ring is included. F • Square heavy-duty foot plates, provided with posts, are `� ".uu,�u. I adjustable to help compensate for uneven floor surfaces. . • Patented QuadTruss' design (patent ri5.390.803) makes i shelves up to 25°io stronger and provides a retaining ledge E.' for increased storage stability and product retention. `= • Shelf utilizes a pincer-type design with the mat wire sandwiched between the two top truss wires. adding '' •`4 i 4�� .ha+ • .1'R'�'esR� �.,.r �,.v,,,,k.r^t�. 4Y.t,,:-F+, "t. i significant strength and distributing the entire load without i stress and strain on the welds. • Numerically calibrated grooved posts, tapered aluminum split sleeves and shelf collars combine to make shelving , �5.,� -gat : =- ..,.I assembly a simple two-step exercise: ,., ,, - Y `}=4 „= -"�� - 1) Snap the split sleeves onto a post over the number of f your choice: - 2) Slide a shelf collar over the split sleeves. ../-7A positive lock between shelf and post is created without the use of any tools. seismic shelves asse w: p.4114:4# /�_ • Open-wire construction promotes higher visibility, allows 2.k t �. ff,r: - light to pass through the shelves, permits greater air A circulation which helps reduce moisture and dust build-up, .,) {� and increases the effectiveness of fire-suppression systems. Options/Accessories L.r) J I1: r i , ..�::.rc0 j • Posts are numbered in increments of 1"(25mm) to ensure Z Ledges "-7 fast and level assembly. Foot casting and posts are pierced. [:1 Dividers 6 uNIU'r�;�;.�,::, f TEXAS GI • Packaging: 24"through 48"(610 through 1219mm) lengths ZI Rods and tabs 1 - are packed four to a box. 54"", 60"and 72"'(1372, 1524 and Z Shelf markers /, ..-. ' 1829mm) lengths are packed four to a box. EAGLE GROUP 'J F O ��. Certifications/Approvals 41#File AuToQuoTEs 100 Industrial Boulevard, Clayton, DE 19938-8903 USA Phone: 302-653-3000• Fax: 302-653-2065 California's lth Planning Office of State�vioe Health Pfannmg anti Development. www.eaglegrp.com KCL Note OSHPD ongoing evaluation may afreci I Foodservice Division: Phone 800-441-8440 Eagles Approve i Pre-Approve status. .... MHC/Retail Display Divisions: Phone 800-637-5100 Consult factory. For custom configuration or fabrication needs,contact our SpecFAV Division. Phone:302-653-3000• Fax:302-653-3091 • e-mail:specfab©eaglegrp.com EGO1.27 Rev. 03100 :Spec sheets mallet)le lot uieuiin ,iptintiug or AD=loading;frnm mour D.mina=literature libraryat:wwwplegrp.r rm Eagle Fooaservice Equipment,Eagle WC,SpecFAF,and Retail Display are divisions of Exile Group. ©2009 by the Eagle Group wir... �"' m EAcLE Item No.: =. GROUP Project No.: Profit from the Eagle Advantage® S.I,S. No.: O Seismic Shelving = Design and Construction Features -. •Wire shelf shall be constructed of carbon steel or type 304 •Top mat assembly is supported on each end by a stainless steel wire and to consist of a top mat assembly using three-wire truss assembly consisting of the following: 10 gauge (0.135" diameter) mat wires spaced on W(22mm) - one 2 gauge (0.250-diameter) bottom wire �c� 9 ( � p ) 9 9 ( � ) - centers and welded to full length 6 gauge (0.18( diameter) inside - one 6 gauge (0.187"diameter) serpentine truss Cl) support wires and serpentine trusses. Quantities of each are based - one 2 gauge(0.250"diameter) top wire. 0 on shelf size. At front and rear of shelf, mat wires are welded to a four-wire truss assembly consisting of the following: •Entire wire mat and truss assembly is notched at outside corners r`� -one 2 gauge (.250-diameter) bottom wire to accept a 12 gauge conical shaped collar. 1;""(41 mm) in height -one,-gauge (.187"diameter) serpentine truss wire, which which is welded in place. Conical-shaped collar is designed to creates a bridge-like reinforcement providing increased strength. accept a tapered aluminum split sleeve, which clips over 16 -two 6 gauge (.187-diameter) top wires-one directly below gauge, 1`"(25mm)-diameter steel post with grooved posts. =' mat wires and one directly above, providing a pincer hold on •Wire shelf as specified shall be QuadTruss''design as .> mat wires. manufactured by Eagle Group, Clayton, DE. w -y. ',C a ,„, 4 Q� #'*k ti. ,t,,.. w...^r',i,17 '' .;,.:..' '.::,*"'"".'. ..e. - --.-,,,-- fir'/ �..-.�i:, 4.,:_ .,, : -_..,M,ti•?-'^?" ti4 °^' .,.,m Shelves for Seismic Shelving EAGLEbrite"° chrome width length weight model# model# in. mm in. mm lb. kg j,. SA1824Z :SA1824C 18" 457 24" 610 7 3.2 ',' h SA 1830Z SA 1830C 18" 457 30" 762 8 3.6 SA18362 SA1836C 18" .457 36" 914 10 4.5 SA 1842Z SA1842C 18" 457 42" 1067 12 5.5 .' ,SA1848Z SA1848C '18"' 457 48"" 1219 13 5.9 r'' SA1854Z SA1854C 18" 457 54" 1372 14 6.4 ...,i! i: SA1860Z SA1860C 18"" 457 60"" 1524 18 8.2 SA2124Z SA2124C 21" 533 24" 610 8 3.6 SA2130Z SA2130C 21" 533 30" 762 10 4.5 SA2136Z SA2136C 21" 533 36" 914 12 5.5 SA2142Z SA2142C 21" 533 42" 1067 13 5.9 Posts SA2148Z SA2148C 21" 533 48" 1219 15 6.8 SA2154Z SA2154C 21" 533 54" 1372 17 7.7 Four required for eachunit. Includes square heavy SA2160Z SA2160C 21" 533 60" 1524 19 8.6 duty foot plate. SA2424Z SA2424C 24" 610 24" 610 9 4.1 SA2430Z SA2430C 24" 610 30" 762 12 5.5 post SA2436Z SA2436C 24" 610 36" 914 14 6.4 EAGLEbrite` chrome height weight SA2442Z SA2442C 24" 610 42" 1067 16 7.3 model ft model# in. mm lb. kg SA2448Z SA2448C 24" 610 48" 1219 17 7.7 SAP54-Z SAP54-C 54" 1372 3.0 1.4 SA2454Z SA2454C 24" 610 54" 1372 18 8.2 SAP60-Z SAP60-C 63" 1600 3.5 1.6 .SA2460Z SA2460C 24" 610 60" 1524 22 10.0 .SAP72-Z SAP72-C 72" 1829 4.0 1.8 EAGLE GROUP _, 100 Industrial Boulevard, Clayton, DE 199,38-8903 USA Phone:302-653-3000 • Fax:302-653-2065 www.eaglegrp.com ,, Printed in U.S. , Foodservice Division: Phone 800-441-8440 r20n9bl:SameGrour MHC/Retail Display Divisions: Phone 800-637-5100 Rev. 03/09 :Span thnntsavailnblelor viewing,Tifinting nrxiownlnaniny Pram:o r:'nn'lineliteratu libraryat www. aglegrp rom Although every attempt has been made to ensure the accuracy of the information provided.we cannot be held responsible for typographical or printing errors.information and specifications are subject to change without notice. Please confirm at time of order. EEL,,,,,,.. .::--,-.,-1 ---- ' , , 1...,....M1 - .... „,..,.... , G lz 1 . l'::Fi I C., 1,_K.::1 I Fr li U-1'Y „.(3-1-(:)1i.I., 1'I I-li 11 E DEII\I 1_13 ... f(2,,OtiE OF VVOIIK 111:-:1-.,\I I All(Ii-1 f)l V,V\11:111,Ad HAI 11)1_11,Ri [(.,)1,.11111vii:111 If!Alf F)T.,..lif in 0011 Ottifl. _ . .. . . .. rALLE or (3ot4-I EN IS i, OVIC.3.. t f, 1 MI 17,5-4 frr t ri,,- 11- = H-f ,,7t1 /n.,,m#:1 '_ ", ., ;;:ti,...,!•If. • --.!, .;,.1:1: 1—..1 :.;-,.., ,',•• ,fr, r . , r .,,,.. 11'01(,1 I hi :3 1,t( 111 1)111(''If,if iryi_212,1 1'11_411:. i ".-"; ,;.:-.--,' , I )I'/\,- (/) 71 I C,t57 .. . 1..t:1'1,11 I,: if'' 'i ,•":• -•,-„ I.i ; -;., ..• ,k •1 I t,,',/114 1 I,_ 4 I I I I I DI I I Y -..H f::!HAr:IE rI7f.1 IJHE .,' ":"-•).-;•:,', ,i 1 I 1;r'.11: -t4-='''' r'• ,.;; 11:1611:1j k' '; ,-.r:,'-:`i ;.:1 k •'::':.l• '!.tr. i ire ' -•.. 4-1,....„..:., ,,• ..,, -;,-. 1.•;,, • ' ,,., ' - - - ' H-' 1 : 1 1 'r 1,„.'” f.•,,,i , :/:,, ',,,,I'.,!,. f ;IT. .,1!•1' . 111 r-,--;.-----..---:: . .. „,f ...,j, r r;Jr,tfir,,,,Pt-0 _'1,11:■fr.......,,,,i,;i i;', .„,„:: * '' ,,C;,:::::1;:ir.I.C..-.1,7in lt,n 'l ri / I111 r!.1! U1 (;11(I1IP . - •. .rs-11.71,71. ..„... '.. .. ,. "... . " R 0 IJ P ...,... ,,....,....,.f__, (...:, [.,--_,--F\ 1.,..-_-. i--i,k.,,,,, t..._1(--,--.11.-fr ii) i-i-y f.,--1-rt:-...)1-1A(.7:11.---_ rix-rill'ir 1-)F-11\11.._,"..1 , . ...... _... _ . ... ._.... .. . . . ' 14(,-)1 r-,-,*-9 . ... . .. . .. _ . . ,,,,,,,,o-p tl..-/I,,,t -I I r,I f.'1 91'..,,,,1 1 'A I t f.''1 7 ,,rf 7 i , 1, tr.; rJII 1 1'31 al)" 1 It 1S1.,,i i A i I,,11,..1 Is.ir qup_1'I,.1,ntlf..1 r,wre, 2 i,-1 r.1,A,97t1 I 011 :,11,,,1 F r}--",243,TY)r;11 1;11;,12-1-,15 1,..1 11 ,,I 1! ;--;,1 li:1 11_/11 I 1.1r(1 II-I,111I1,1 IP:II AI_I ;;',11'.,!!!!;;;'"1 ;= 1, f'.-., p = `..;;I 1-.-„: I 1, , . 1 At! P•I I I H I i s,-1,i'((I I I t::- t V.,)I 1,1 II IE.PtV:1!- CAIFt!sx In.uf,.!PlIr.Acq.I'31,'!r,rr 1,1 qup. T:H,rd 1-T.',:iiiit-mit-:!)1 f-rHcir --n,(,v2 . r trt tr-,-.1,r1r;;r;1!1"41I1 0,;1;.! 1 7 1 1 1,,-;f:;:i)1,1.7 i 1VO.:r11)(1,1)'Z:1141-d'.!'1 1 1,;(I-I'I;;''-',,113:11 A!1,-...11rIn vo-1“1,11-/Amnon u I ES)I fr.-11P1.4 1=,11r.!1 MI,)(!r-79 I rr;r111.'.1 142=1111in r-111:1'..31_4.I11;1',. ll- pq,r,,,utA„?.,1;_-,r1_,Ir.,p,i; i • 1,,•, or r-,t 111!!-1'I I inn,ci ii.Ict 1 rc,",111,01 110 11 11'11 1 f:11,,Ii 1r 0:,..1111,!t!ItIr I-)P 1'1 ill if i TAE".17. WI 7,1N.Ii'1,,.'',1,011-11,r:1„,'',:t.Tr„wt 11_,EsI., ir=,!,-i i.,,,,t,,!,4 I;: . ..;„ •••, int!!;;/I ;;;!!!•!!!_r;;p11;!!';',4!![ft tr!,f;!!' II II:: 119314.11f Ir;;;;;,I)if-- I."- 4 ,.._1 1 i'' :..- ;I,,,,,,,,,-; i s;;; ;- ,.0 1-;11 1, A/I 1 f:::r r..11,,,u,pr_-_.111111"1-11-11-.1r111!1 T1!.F rull'Wt.t'.:1-;,l-1!ir, l'I I;I'.3.,.:.- ''',.fr-i.,_k:I j ,.. ' . , 2,,i;;;;; 1:;;-' H1,-_:1-F!'"I!,,1 nr Flrf,Thr'I, 'Il. ';; ZI-;-. ',if'.';'-''' ''' •1;I 9;1,1 !!-!! I-, 1,',if 1,111 If ri"ii IP T.!'2,9t10 r!,!11 111 L:1111,1'.1 V,I 1111:1'1117 1"-:1!r (el/7//ie.) 1 ;-44,!;! 7";;! v'JI , .. $ ,,. -..- '•,I':,_.-4'1'0:I,,;I'. ., !LIN,*,',11_1 1`14:1 F,"1„Trun!!II.F!,;.fr-31-,43,11!i 5!•,,V 1!!I ri-111 1,,.111,111:1111.1.".,11!.11 1?In I 111 1111 1141121.! ,1 II 1111I i '!II 1-1*9,1111r:111 1'.11.',1,11_,_ ; ';r, 114:111riul 1 t;;1' WE PrInIiirr 1,2'3,,,i!T!Er:Ir rr v-trr+11';P_-! . „ . -- . , • , .,,t1 - I PS IrIt-t1■=1 1 ":1,13.!!!!=.1 s;!!;,1 V11.1!.,1r f 111F.I r''')-1 1r f•J .. ...__ _. ..... t'. 1,..ift,,,;,;.i.fli II,,,,I litl.lri.,,jup I II Hr-in,II!!;-t,77.,:_r..,1to r It !Int 1 rtitypil.r.,,ut,- muppd,t-t.,-,v,,," ,,,-,,,,,tmling t■t I . PF f',,..roF t I I I t:I'.t t,r.I1A1 t r',r t 1 4 f I',PI 1.' 'I''Pl.E.1-1 ft,i I;I I:IF,,,,!...11:. 1 l i t!1..., t f:;\I l l 11111',f•C 114:'•‘ I I l„c'd ILP,11. ;'r-1, !;1 II 0 1 0 I l':,M,Ii.•::•'!:L.-.I.,.II Ir-''1 iit),r tAL t!,II i III Ii q If,I1,1 If-..,',"0,:,III-11 I Atii,-r_lf11.1113.1"„,1.17, EI,.■1' II' ':,,v-Fittl,!I, II-.1. r.,,\E Fre r',13 1 v.r Irrrr,,r..1 Lrr-.1,-..ut-r4.,!II r:,,,,r1 It Pr(ft 1111 1111r?If l'',"1";:t 1r-qv I 1:-"PIVIF' 1,-1-"-.1 Ulf;Atri 41.1 I ;;;;:g!!!, i If II 1:f)f.„111','v.,111p,...„,11)/MT f-1.; I(..o.F WI Mr,rth!!,!!!,.!_11-1,,,1 Iir.;;;;11-.1!,111,,!:11-,!;-1';II IF 1 ,,1 r r !!!;;.,ft:girl A cl!,11'I.11 I 1r11.-.!,C.;f,1!=r111,4;-;JII., !•; I ' I ' I I •,I••,.■': - .,l V;I i,,Ni I',,nr"I l'r,,,111,11.1r 0 1 I,";!.!'‘.',1'111,111.A.I1,1 I;!P. fl IF I 'ITr't.0 1`.:%T I I I'1,1,-,..!,11-1,;:1,;.•v!;fl y, 11.=.11.;!,,,-.r-,..r;!!!!!!u!! r1;.;! !!rfl-; I 1!;1 AI!!!P,I.1110,TI=P(ty;;141-1!!,!:;!!;UT,1;11r,I;;!'1 1±111"1 I;;'...,I,;-;.:-I 11,.9 I r:!..p.1t11.11 1 If Or-1!'l 1 IN r1,3 12111 I'1'I ,",,q9-1!-..1II'3)r.'I r I I IF 1 VVI I i I II IC';',',III '4,11,Ili.--..11 I-I n t...,1 1,.11-1II_IVT,-,..I l'-'1I'.II;!,..121,IFI.,',1f ill,III 1 "Il 11111:.:1-14" i.r1.1111,,,,F_I. , 1,1-1,3:_-;,,Itm!!...0In.11,III Hp C“..,11- j., !■ : . ,LI'. 1 iIiII.:I',21.:11I 01.I,':'..WI Pi,-.11.,,,If,,,,[31,:,I '1,1.-4 q-.7rri 11 V),7.F-co 11'!II?, I; !;;r t !!ir-!_9 itlr;'1 I,t Ar 1!r-,1;911! .„'„'I!I 11';WI f,,m r',2,1 ...: . :. _I ._. . ti II If r II:1'.=',-"Of PI"III,1 11!,,,(9-19,1!1,!!!! p!-!-:s I'1,-11f, : k T I111 1'111:p.1 1 111,11,..9, 1.--,1 1-11 i!-.'11:11,1!!1';E'.'!"HI.,1' 11 1,!r''',111:1!1111,'I 1.,:i ___ 1 i q 11 ,1.11:11I 11 P(!,PA 1!.11'!'" 1 I 1.._11 c,1,111.5 1 11.111 142.1_,11111,,,1 11.1',11 ..,4.,1111' 11-1,.‘11,11 t)-,1:,,■.r. r I)t"itittit.P.!/MAI ft). tfic,13'! ir.ed 112 19'11111 1 t*,I 1.',..,:r 1 TIII 1-1111111_111,113r f 1,'11-11-1311•=3; 11,r..:■,,..V.7.;,,,ri I!!!1,-;!!p., flit,. r.„st.,,,...., ,,,,, I, 1 ____ --i 11(.';i; 11!=r3P.'-f Li,lV f",PP.:-t..1,i.:!E MI,:if!",1 MI AI IIr,,,,,I F' 11 1,1 1 fT;"!11,11!1111,J,',0111111.1t111'1P11 ,YrI.1-111,,,•'.1-",, .,.14 .:;:e.,.1-1r`0.0‘ "---,,,, ,,_. „It„,i,„..(., 0 ! IF'117!1 1 1'1 F I-,I IT.i.t P._IInt,.',. ,,, I 1;., ..,..--.,r it i;a p.U`11-Init.-,,11,--.!I t'l II 11 rot11,113 L1.1.11,,,,, 2' - :' l'irlr''di' ) 1) ' ' F.,1';.1q:P'',4 1-1,,;', ■ - .:,... . I;.-,`,'.I 11:11 .1:;P:t !,:'!4'!rplor T!,11,-;!-I1-,:;!;!I I!" 1 i-.! ;;;4,,.! F Lor riu .... 1,1!.f,,,rt-ir-rli I,,,III:).1 1111-v./...r.4;1 II it I rtit.tt.,:tt tr rr,1 It I! 1ff „rA 0,, ....„, ;yr"-•;11!`'. E.1 '41 142-T ? ili-L. ,-:,...T.,::: '•'7:,.._;.■,,:-.._ Pitle!ift,ttprot:11 4.1 1 i,I I I„1=-11,1 *1 1 1; A111 I- I1-,7'1 r''"It,I.' !--.\r;;; '' “- . 1I” .;14:r;11'7,1 Tl? 1,-;."!I r.!,-.','I!III t.11 It 1 1.,1 1(„1‘',111.'11 1171 r, i.,t,--,..,ocr, IF III 11,1r:4' .., . !...;!-!;!!!; !„IT n.111-11,.!! I!;-•-■W11/11,1 trr I rrit rAftl r;t.311,1)11P 7 • . _ I __.... ..., _ _ _ _._.. ,......_ __ . _.....,...,. __.. ___ __.... ___.._...._..._._..___.....__... ._ .. ._ .... . ...._.... __......_....... ,.. 1' ., -,::_... in( A ,,,,,,plE 135 1_,IA_ /.. .., . , ,. . .- . ,_ . . -- . . - - 7 41 f.=,!\ V'?11 Pi 9,5 - ' . _ ., „.. , ,-, ,., .. •.. -.,„.. . -. -• •--. . '. , A P 1 11 (_1 V ET 1) . ...-... .....-, , rimmi 1.4:quit.yment tolchot-flge . . Citlio.:, )1 r‘trricrWiricl ‘.1f-1,:/111 1 1-1:if If litrti at 1,.-1 11,•;..v,,,,..1011tileTtt .., . -... - - •-•. . •. -.... •• , . , - , /-4.:.;...t.,..-,-...,.„.1...,,,,,,,..-,..,.. C)P I\ dr,-='''' r -- 2 1 . -.-' ' r, II,/ •- --'-. .;.-.. .----:::' ' i•-,--. .•-•-•-....:.----i -:. 1---., -• ._ .._.. I . 5 • ,,,. . _--.,. , - ‘,', •- . --... ,..._ ,- •. - ._. --..,-_,--,. .....:-..--_,... ' ' .:Iir'...‘:::11._1;r„i'-....:1,,,7,:'.,;,,•'-'1,:-, 0'0 ( 7 •\,.';',4;,"-elit_F-_'1:•;:: 1‘, 0 1••lifi , ,. ,.s'::!... Ail, _.ikr•te II '',-- --,-,;'''-f-''-: -.'''•' - - . .''''... '"U''.'.A''. , rt, 420.!4! ,--,1-Le:11. ,......."';.. ' 6 Cie, VvIcIF ,. ,T : \ c,,-**,t...--T 1,,101". . ri , ( ,/,,e.,,f=:f: , . . ,, - .F1i-r-;L'Ill_ ,.,:, , ,.. -------—.------ I Ant/v.Ply P f-ike --,•,,,, ri 1 ii)r,5,1.1:0-1-...2., ,1 YJIIIE. ' 11.1"0 MVO' . rYP ' • . if I f''' 1 i ' I n 1 ,- f si to r i q,-1:01_1;rot!comir.cilf,g1 i ,l'ir,-:.J.:f.”71 AL'3111 r PF.r_,Eir_,,,,,,,,,N,,,f,s•f'•.(,)t t;..tr-i TO.IF 1 r-1,11,F_N 7r T NT 1 -- ,,.111.1 IR I 1E1.1.)IN ii...pv;r.1.,111 1 T I ir• W. r crit,r PR . [Fi l:r.,--- 1 --1,:-.',,X,0:..4 ,i','I 1 , t -.‘ IV',0,-4i.61- tl.1 I q r.' I . • , . —r- . .. (I)11-F.,.:10 11:-..n r.4f,',7,E ri Al P . ' 1 , - ----- ' , 16=3,,, p.ilrilrit.im A!ICI f-1:111'-:=1'.1,. .1f fr3-_-.-,2 L.'2' 1 5.F' ' I ' ---- - • „. -tilit ERAtir,i tii)r-w.,rrft--r rnr lc --1'Iffy 1 ''.!..., r.:1,,P.,,f,,111E3.111,:'.11,111,1.1r2rrir TH.- 1 , 1.-,f-,,,,, sr■Er_r ii", 1(1,,T,i r,, 1'11,U,i1--1-,1,1-9 _____.______,._ . 3 I Arit-mon ,,,,,=‘, Lif•N . ' ,...,.) ti,n Jr I, .._._ _...... , fi, •:-...t?.;9:•'.1, ,,!,V.;,,,,,,:, I 1 .,., I . A I - t* t ,7- fkr)fro"',U In . i I P'..11:11, -'-- - I- -- 1,11111 I 1.. .. .. _=_-,='; -:1:ft-1,-1, 1'I_ _.-, - I ,1 r":i i-, *-70 1 ( ') i ,, i . 1 I , .7,..'"'''''',,,.:i,i. .,.. „,_:-..-Toro)...,. c--- r. ) iTfi''' l'Ar'' .:"-, ' 7,19'';) 1-,-! i •4-_-i t -i ' .',A.,,"...-, an-i;,Aill:•r,_ ,---.4:1,r,11(.-•0 ,,P11:111,7,ItAtfulqlq , ... - . . 1 , 1 I : ,...-:.,':t,,..,...,,-..,, J-.)., ,-,,.., 'l (I'- '.3-71.i. . ,• • „ 1 mi p..!,„,,,r:f•,,,,,,i 1 1 44.11 N3175,0 '--•'' j., „.,.... ' ' ,.11, -.,'- ,7,--, ,.., ,,,,I,T,,,,fr, ,,,,, 1, ......::' t'''''. ,ri I',45-,..Iipp , ,,,, .... ' '.” , •4''. fr. ,. ./. ,,,,,,,I, I I t At it.11,;',1 r_f_,,,-;,,I I I l IS ;: 1 r„, ' "- '." 2 1-I' ,--4,iri.,-,•,4i-v;IF II ' ,-,:rr,42;.',:-;1--e' f 11 NI 111 II Rh 1-2:ItIn!II,,:v: • , . . , . M.,-.1111,,,I=1 1 1,2'(All 11:111_1:11,I I,M F::.,3V.,‘,..f,P; [- r Ir 1..1',..iN I 0111'1 13 ItilliV,E I IX INFW 124116,11.ri ,-;1 f',E,;1--.-",,,, 1 N Fir()I,till t:,..,.!-;!=nil ft...., I;FI i I IP, - - - 1111(IP .. , ._ . .. .. . .. .. .. , ... . _ I roK3r __ _ =I I slIrir(2.01,11Ef_A till i!.. .,,,,,,,.1.1, - -'— _ . . _ _._.... _______ _______„______•_________ _. . _ __ . ___ 1 . . . , !: -, -r 7;. _ • r' IV o, a- l- t •�� \:'\>\ fv !!:• f.r • , ,xy- V; fr.i ', ,/ I-, t r.;ll._" 9 • .c - r - i yC•7: O,.^ 'rte` J. - }i:' '.;�~ `- _— ---__ - �Y ' . • .^.. `... r „»..= "r,J -,-- - - - Yom..•i ;?.;/.'1-, ;i-, _i 4.- ; g( Ir - r _ i`:1 a'•;'� .J�}' ,,,,r//` h Jr/I Q) S, l F^•/�( !! w S' ,//,/'If pY'., "i„al}.y/,,�fy. 4 E/'',F`7;• `'! ,r ,k 1 [Nj'',,/�nf,r %! ts' !„//l`'.f:rlX nj, ' �v;',1r,,.,r; tl,lrr��s. ;kl`/f l•/l/�'�' ; , r:.,,1%.t(/ r s '/r..%•/J'' A,Riv, )/yV!f'Ik , 't /i!`r/!lei I `r�}S ^ 'I/ffyr �} ,:',,,),../ii,/Irr bra, {/%! w„ �lr s 4#,,,././r.„ I I /fit ,}'/ J.., , 'X .n�v k 7 ',,'+'Jt'�, y.r,. ,•/• ,$,/,/, / !ra t' y n r J e /•.'i J./'u I t f I.»1f'/ J 1�'1/< ;,:t.'„'",:',/,',r cl'r'/°\�• J4• ,.ry. /X i'); *'�'°' I (+�}r;?,i/n.',t,Y`; J' ',/ `21,12,t?tn, .J«1'J, .' ,..i .).,� 1� !',.'i J 4.1\,r ,`',+ ,,, , ,,,.. rte' ,k,,i 1 .`.. .' `. :! / ',----.,a! -4,- '_,s.:a_d.• .h:' :..,.,,!,v„r. a'r+",' >'fir:rr`:r r t i,1 t. 1 ---'.... �i./'�"�1.% 'f• _ .'7 7,77';J _ a4 _ __._r Min/�4; h at'µ'._'.,J:.'7',, ,....:..r.KTT) ./),^i', t 'l Y;?r'///,‘,..,,,,+ _' 0 1 j\;; f� "°i l r' r 'f��.r. °i'” ]:t I� 'f3'y; ! I,, ',V,/,////p. ?arc:r/ fl` 'h;•: Y. f f, 1,r i P+ t , a / ,:!/ `7 !r 1'. ” •l,r t�l,!!a t�.'�l r'' +� •' /tl•r' !( C� //� (�; ! `},a,r 4.r 'F4.+I,... i ��/.'frf\i r. y•' yY'f/jj\./-l/ µe J,1lLrrt j'r\ '/.:��,%' r'I\'•/.in`,�g� S�,/:'!fai +✓^`'a'/r�,J P�`r'' p.r 1f�/! � rffll.r/JL); : tr J/ ,/J C '/`` ,`l +.,r/nr=',A ,. "'�y'/rf rl"I 4. .,?1/k J' ,' .� liv`r� ,il'x,6'`/ :'./! .,/,1, }?.xy/f}/ A,r/)\ t/ i Y / `;`,')a .rrl /J°I, 'F r:�i t �a y /1 .3�.{ `,-/ ?t.'r AY 'rtl'%/ .. /t i/t/aY} '�"+_:`!/.1/',of 'Ij y f,J\ ,r�'i`f,/, , ;.`J a}.�!/i''o�iy 1 r lr y'1 l' i!'f;' �-�, I t $! !s✓ /� r!! `!/^•�'`/)}r e'IC.. ��`; ir,� ;`i!t:•///'Y' f,� :�fr!„1'! ..if\y!J! _-'�i ;r rC.A,'J�V r,` ,i. `- ?i. //„.,r )+'', .„,,: }l/; I r,,,,, 'a+lrj ../ /'r `' ,•(rfi}t/,, ,, J / '1•/7, .l' / 1, '!, n Y //J ?a,+, i i : <, %'i�ln•+f"� 'r j't`',`J/ :,.f%i"a ,1;,�: 't / / r �vr''t`'t ,/ rt i- :://)t% �/� / 9'J. </,',',- }} /I ,e1 /r�T, :r I Y+ J {.r//,/,'�.',,.1' r' J' L i; r r/,�/'; ,. jr. ':J fc.i A. r;'�T i` ', `I,.:!�;Ir/i>ur :d\rl,/.I :..r /`1:<<r. r/�',4/ / '!�a' !.1' 1 .._1`/� k / /:.' L'. ij !!i ,,5/1” Ir '(f1,, , ,':`�. !,LL'., ,rl,✓.• {. :/L,r,,+l.,ta`�/yyS r ✓ ,,1�_r�1.. ti.i..i..:•.L�1 'f I'M,..,........ :..L:_' 1 Xd.�...• .�'..•-t..:u...l.. `a.[N=. i..,. rr�,x',„..• ' /lrr:,'! \ [' ? ,rt , f -c,'a.�., /,r/I'' `j.'^ ,' i a%!`r. r. �j,f� :✓f:Y .r'tlj' f /. „l > !l J,s- ry h 1i///ityy l'/ rr. /r•f'✓l�1. ,%!/'..t 'j'Jrrfy}y. f` ,_.,.... ` ,h,Y •�1 '.l!!},'{ ( 1 Jb i i `.IH!'�ri.a ,M1 1. 'k�--1 r'j�,r/, a '/!i I j%�rl,• �' } J ' C , f� '---7---',...... --------- ..._._..__.- --.....—.-.--.:_.._.__ .._._.___..,...._.__._.._._... .- I c:”d_...�,.. 'sit T t I + k✓j • - . ;„r r E 1 ..1 ..,”' ;: 1' sir " tI ,• t J tr I, I ' J . 17.. S-Et"ZiVi I C MI T Fi R 1,AL HANDLEN,...7 —7.,..P4GEN-7... il\tr.:;- EST •19':',E,-: ::::-D .-.C.,:--:,-..:,:_:::E.: s'7E.:__ SHE.:,,IIN7.., S12-.:',:-.:■::::::AN,:,,::'..-57,;::: S..,-,-It,:i'-':.:,:::i-:`:- L17,:',',L-,. E' EIVit.,.,_, 77-7:L:7,7 ,-;-._ ----- .ANS,,:.=. ",..",L,,v7"',LEVEL:;:;-',::::=::. :77-DR,'-..2.7.7.-..,■••::::- CT' A-77-' 7-,...F. :..-.. ' t,,,.--', 1.11C:H71;i:o% 1-..;::::::2,,,N)N,":".F r..,.:3':),,P4'''.f);*•■::::,-i, S-*.:-71:..,rn...,, ,...-.:_::: NITNNEE377:- .--EN:_----1.. :*-T ,"..-7F' .: _ , . : ,-'-R..7):)l!7'Tz."-:.ZTINZ, ;:;x4N-,:::7:::'....-- ..-1,, DL:E'_:1-- .1,)11::,4,2,1,1 ivlf)f,:7;',..t.;, ''''...T.:=.,•:- L.:1;i: "):,....:,7:.:,.::::: Fs,E".... ....7-:;-,,Br-:,;::;:7 - i.:F1,- Vi7,31r..- Ci:Ef_JID :;E =:-.`,;.7;,Trr,::..E F'=" -7U-,':-.2'"--,--'1',/:::';:-., 'L1 1 t:Di: i.i:.,,v,'1:1: ::: kivi-,S H1N 7,711,. ....„-„Iti,;#4,4,41.Z, r437F-,1iP .A.I''''.4"70:11igk'1 ,,,-,.. , - . -._,..44 am 'V'Piir.trian4 - . 'ii4L'ilt0Vill&41.10,, -,I.AgigiSti.101''' '-'4`7.-'1'.4,:ritkillOtil .,.„.-,tttiitt- , -- - ---it. x077;,..,.: .- L- S-.L.-I.1';!.,i.1,._.--- ..-2,,,..1,-\..A I__-\'5,I.:::, (1:ii' '"'"' t"-S-..-i4:4''tItiii, " .=',:61. y?...r3 S,1-1E L\ I.Ikj(3 ,,,,, J . ' •prii..k.,,, y ''"''' „+....-.,.,tik-, ..ir.,,,,p,20-1-';- }-::r.:1):1Z 1.41-5 Y44.004 A '')?V„ .. ...."4,-,,:,,t,r,1 1,2,i IA,'1,1,g,.' --.". it4f,',.;q0.;oi.,..4,f4r1=41:-.,. $1-,4fintt=40,1„',e,.., Vaiii{iifill' -,.— "E.4'ir,Wgt-Fii*I.:40',..: LT: 4 7-J F (----p ,--)T T.T), _ _ ,. , F ,—.J. ' ., , k,_,J.,1\.t_i- k......) Qrair, .,:. .. wi -'44't12;;.: . 1:::.‘ i :-..-,,P.,...- .; —H,' L ---'1!,)(..I *14;1 1444111..i', V s! J Cr.; liA r' • • '-,,i,,---" - !,,,,„•Ai tc„,,,,' J.,t,,,,A.p-.. gt,..0-2,...1 -477 ;‘14F..71'74.01r.Ilif i6,4 V,,),.'',' .rF,r,".'4,*.I.?'r,'..'''''i*..Vie', :# V".—A ,,,,,,,- .e,,,,; 4Vti.", '-''-‘,,-,•,-,.','•."'4'4,LiZ",,•'-•,:vi.7444V.•,g9,,Volatig,', ws., .:. ,,,,J-;70,-ff A.,'"". ....•.:,; •. ‘,,eigko,..,-;4,fr..,,rtrg.,544,94...:, 1...;44, o.,..,...i 41-4,%x.,,,,...'..r1.. co1,,,,,,,*?;•74,!,.-4;004,-,..,P4i4:::,$;;EgIai.;-4,',': .. .k.i..,:r. r' /.....PPR'i:;}r:1-_,: Pril' ... 1,7*•-: r r'' .. .:7...,,,:' • .: - ,14.,=-0'- i ..',4:.,, NI.%• Vet: f:e..: .: , ,e iii* ,,,,,,,e,, .,....v...... '''. ":- v4, 0 .,.1-; .)' ..•.,1'.-.V ,' ' .1.," . '. ;1.14:,.'i "--, . .. =.i.,?1:,, 5 li 1 1,1,0k:et:,..:.f,A:",,•,,' '. -,.',. „O'Et'fl ''' ''''''"'4274,1''r60141tt■2.,2,'..'2.±7.,'-' ' ' A- --,,,,,. ....,,, .,. - .,,,r- ,,i-i,•,,,,, ,.,, .„ - ..,,,,,,,,:5,,,,r,1:-.'70,,,,V.:; ,;A,s., *P.,,,i,,,,k,•‘,„„. ,tii,.... .:.!•,,..Pfa''''' -..41-1,1r"j'10:415,1;11' .i,e, .:.,-,•••..,i Nog,,r,' , . ,,,,i .•i_...,,,,,,,137„,,J,,,,,,....t '''•'1. '1/4,,,A;It,Igiip,••• , •`..' , 4 , , .'''Aat. ,,P'''• ,.7t•'',., ',411"-,;' ••TX'.,',,• . ,-,'-••'-, ,.,,,,i 14e,-',1,.,-- _J..'" 'ar'''1244",*Ati7„, / •,.„.''i„'''.',l',,.--4---r------—,r•-;- -.;- .,.th.,4.*:'''''.'v-.,1 . '''44'''.::',.*i4h_,j„,14,47!- t ,...,,,-,7 - •:•••■•,;." '"- ,;;,,",'"'''''.-•;;;;.::,7,-.'"" 0.tfirTtlapiT,41,';t1S,07,•,'- ., _7',,,,f`,.:,:r 7', , ,4!--z•t:f44,4N;k:OAV''' ,,,. E. N ‘...._...,.. iiii,i'm i;:i.'",,,::::4115-'-'' -- -A...-1 ,4.4i,,, SIIII7.7 NO. - „,:.., - 7 F.- :.C''.-:':-' F•-::;:-'•:19 E3:-.= • :----=,>1. ;;Y:).:.-T4 1 F.S:::--r--FP E” I.:,:,-7 1.7 ELlf,,20:11; .1,..-, ..:-.7-._..z.„;.71::, .:\,,•::-..i\Liz: . :-_,,--),;„,,:::N.,;;._. 2,:.. ;;:.,--7.:::,-,:-- _ 25-Alq,'ArtriETERS: 5 LEVELS, (24' .DE:7:P) arian,ziyz :_rdi.:19n7 me 7.,-;:rovvr-7:4 ic:7-tro..c,E, .,11:7:- ,...-.: ' [,,.. E';',..:;::310 LOA:7)CDIV:DIN4..TIDN'. Pr-"-F! Si:::::TION isr,H,-L, F.I-7..E7741.,7 L...:)4,s...-, ',7,`OrVii3INL.7-VD.N.. li--,---.,2 EC.',1\: 16...--.-.: :)- 7 ' - : .+ .. t L L 1,:, 11: (' . ; --..:-_-;.:)N 1 4---,C D---;- - .-)" 7 EEDN: 1'ay.:- ,, L.— 7, —C.7-:..OA,37 : E.- _- 7:7, :.--T- C.7E -C.7-:-L. , , N:I 1..-,-,L,_-.::, 1: :-_--C'N 1.C-.)"L--'.:7. L.,C., ::, E- - C.E.;::- ,,ILJE. t f.,., ,...,;11..,.a!re...:...rs.arr.:...a-,...,:;.:tc...:,::: ..)771.D1r:F.frix' IL CI::E.,....11,t21.tnr;ccr,zairin- =wnr_-_r r-T..1,-,,,,,,,. c.,--",_ryi EDN --;;;;L.-,.. -...-'- - E .7- ..9::'Vit. .- C.E-7.7 AND 4,-'..".: LT) -C..75 ;-.. E -C 7...i.. ------=, CI 7:: r.....-Wr..-., 7.--.:DN "I'E;A-':::, C.,...E:C.,- L.7 E ==> sarrif; e _ I -,- 3°._)t,2711E:1AT:ere 7--3 I,F.,.mut:Dileci DA,E:TE'',C::::1-c„,', ! I. i LOADS & DISTRI.F.A.YriON - 5 LEVELS C2!..-'' 7...,=EP;, , 1 I 4N,L,:,_yz,:its B ::t 7.2.)1,4-S E:71-1 DIN 1:.-!--.:.-",,4 CY'TH .n DCT CDC.; i i, Si7E. ., i :.-r-r...,.= L'.CDC, V.JHE.-'RE. Srri,E,=F- ,F,kt-F., '''..;.--.:. = 1 it . . . , f[. :-"-r.,. :-'..._LT3'; ,:-, pl;F:T.,,:, ,-,-;:_zin; F:.'.. ..,::-2.,---7\AT-F.ERL-", , I I .--,...Zna:■nal.De taken as',-.;,.-7:s.,',:. ',tar'. :..r.. _. ,,4-::::1.1.7,',:f",,,NT, .......,,,.__ r.",:‘,...le.7.:wire3 I:)r.:;,,E i3+,:.,..,7;i:-:.5 pit=:.Eite-trion :.;.-.; ,...:...., .r.---z L L. tr = L.;577 Vvr. I i LOAD CRiTFERIL, t E Sineff L.Engrr,= 4:31:,7-777 I' Linti.39L-ith;=" 24.0 EN , .'.":= :..0 7 --::--,,,:;,;12I,151,3 I:1-; :`,1',.. .1.:d ff:JIT;;;17; I: Fr-:,..Lishelf= C,,71 i- l' I I 1: = 1/..• '-, ...:7: 1, 4.1 . ... ...e.,_-,EI-13.r37 riial.7.;tt3,71;;;,77:1L1`,;',3,._;:MLII-,;DII=7: . , 1 1 „ 1 I I t t ;04.44044,449000010. Si.--',2:1\11.:: 5- ( , INC:. FC)1•;', 17...2,11.::. i':::-.-1.L1 V':'-:':' l'', 7f-- ,L,TLL,',.:71:. A',."E.--..f,PL'E--. . :7-.-Lvt\ii:-.)t\;.,:-, :4' ..-.■-■"7-':::: , [ V*EERTL-; .H'4 3 4•J\!1^,..'...\:.SIFI: E LE-,1E.`_::-: r,24''' .7,EEP 1 ; r 7..'::-.. ...........7___ ,.; V.': •_:, ivIrovs. f i "S:ri-E.,ff :- : ',1,,,' ^L.:-7 :-LE- -,:-,'f :. LiT ,4::.U.:-LE:. F :.--,rte.-. .:-..'4.". ft. ;:f..:1,Lir. -4:7 :-7 ,...7_" '' 17,- Itsv-L.;:, 1 St-lel' :::_-:' ',, IN ':::::.1:. LE .,:-:-E...:-.'_El." -'. "TS----: IN-LE' ' ::,: C. ir,. 9 E.: L F._: ---H--: :: L . .--' E:L: 11," :7..E.--..:. LE, —7 l'' :- iF :: 7.:-..,F: ‘,./;:r. ,-, z7::-. '.::LE -7-:DtE h,i.),,'".. E i [ 7r,..1,7 : ',--1;1';.j.-„f [ i. I 1 ■ i r i/i;',3'. :SU!'' rt,;- .'•V :,) ',..)717.cieDTr = ::. - ;7: LE. '...24 1,1 L.' t . E, r.- .:--It'lLoor • :, : 'Ltn.c'.7.1,7-..r....;::- "z== ' -.. ::-.,..--,''.■:‘F:::77_ 7-: ' 1, = r;.317,"7,-:--:::-.',...3.'7).INI-LE :24 1,!•.:. . I. .1.72,..:..._ ....t. i' ,..._...,,, , ,• i .1.; TD c- LZ:i.t.„.:3,-- -, 7\.(-E L E',....:L--L rr :„.-..... i\itcAr. 1 Sn-1,..1., E' Ltr1-„ '''E : LE. 1E -. LE; Sri.E.;. ' 4 )IN ;:"....C; ',..',4.0 ff',! ';;;.`,", '...:::: 1 C. ': LEA 54 IN-LE; E' Ez. r.._ IN'. 7..7,-,-„E.1, itii:_-.r,--. ,--- 4-13".:-....,IN-Li, ; ,. ., r i = 1.572. 114-LE 1: I. parii,if:= 1,7.:„ imr1.1.,, -M1,'1..Inn cieptt., -,:;== ', ',.r.,pi:r A,L,SCE C- 2-4...,2,flor,"'.:,4„2 .? t; C,L)Af'.•:77\/:-.- ' PER ACI ::."1:,I.:--,PENO:'.,-: 73.f., HL !FCiAtli:.:177,01..."'”70 il:',0 I: \i7„4..tiz- = '..-,, -t==PEP.k2-; :-:1F::.".1.--pr---iti,]7:11:'/ 2 .;:: HiL7i KWir E_-,'.'.'72,_7 7:( 1-2',.: -:::::::-,.-1(..-;.':7: -k Ear.. F- ;.1?1.°- ,11.'i'-: 1:57-- 17 Rer.,:n a.'..2.tr-orl.121 t i I- COW:3114EL STP.EE,Sit .= ;',27.:::'LE;I!'"7.,,,-. LP„:,(..- 123U LE ' `1 '',-,1-,,,,,IE.,i: I. Ch47 "": ''',.:-Ti-: r..=.7'...)FLFi 01:„ i LE :'."7„..--" Li: - .7.,.1 . LE,." ",—,"',`:'5-7,- =r C.27 ':- ::.THE-7FiFEFDP.E-1 C.)-K E ts.,1:1%,' F.N/IFE-7,17.: '-fi'LTI riblIF F.30L7 ....................,....,....! - E,12:111 te, • 11, VVEL".1: tnizi, E6aY..„7: I.1TEFL:TD Ear. E. DNNEZ1DN, THE 7.7772;0 EEEIE THE. 71-,THE f, '7 77, 4 3-12;,7CP:. 7 = LE, f f , .. .."1-,',.(.1j.r.C'T '.., ., 7 ::ii'...)'.-'- ' NC. _FOR L...-.,7-Li SHE.77 :f _ - ,1C,- , -:.-1..- F-1 * -47",7: L,Nr.;' '::`..., ..z."-: A.' ; atArL3! -7 77-=.ts:.:-`,1-)\.' DIAIViE.TE.P:= .r.,-...-L1'7E In ; = 0.':::::F.:.' 'tr.. ot.,,,..-E.,3F-1-'.'P *." = 2511C, ps-2 :-..-='---' rnr...., = ....::: [ - • . ,..--acutf.-. st-a..e.! ;-...-a:-.1-,-.,:7:It.,.' • , 1, i. 1 i.. 1 1 - nut: 4-;::-.)nor.ti.,.. b,1-.9. : 3arYa:...it,: •, ,. 1- 'N1,'-i'..-:',.N);•1',::::.ii I;'i''.-..Id''1;:-.::::N)(/'',.-..' I '1. .L = 3.Z..D1,..$EC' IT'i l' 1' I . L. 1 . 1. 1 [ i - ■ 1 ! %,•,-,j1.,,= '"..DD ::',--`i.,..5rief 1 ; 1.1' TO";;Fa.,--...N,-..-2c:, ::::.irr:..:re-1,-_, .. 1 =. i-.,(fc:'''1„rle'.; ' 1-..,= •.;7 i r 1 -:.E,ne17.7.:a:= [1 1 ...,„,„r,.= maxinlurr, c,f-, :-...5riefl,l,a: (.::;1 ,E.,-.;:,.! , I y. 1 y: .; ::: 1 ::24,:iz 1 i .P. C4.-l9c.i': :...-asiltrat stre-n7th x 2:72 ft. II: a cprit',1,,f, = 1: I [ Tali'.-.)w= -- 1, [1. 1,_ i f szwib FOR .112 591 sTr.nn.77:17n :IT CPV5, C >: rireakpu',..•strencr.t.r, Vbc = = ir = = ft' = !L, cDrIre,re Prvt-,,ut Strermtn . r F = 4158 IL', ft onV„,= 418E = 2232 Lt: E:::,,t,Jmmant desicIn srerfth se c t szrenatn. cort nuitot.,:t• Steel strengtr, 252E).ft EMDSCHTIC117 STrerv,74r,„ 7.,7eaKOL.11. so:Teri:11:r, sTrer.7it 7,117,-DE Faar.3,= 111E, F H (.3 c...i pc...) , a 1 j" TE Ts-, 1 fir -is, r E i'' 1 A '' ' F I ,.\\ IS ' SEP 2 2 MO ® m c. i 2 , CITY QFIlD CY „� +r NOTE: IT IS A VIOLATION OF THE LEASE TO FAIL TO z s ..-71- "TENANT THIS PROJECT ACCORDING TO THE _, C-- TENANT PACKAGE REQUIREMENTS (TENANT DESIGN 0 . NOTE:LANDLORD RESERVES THE RI SHT TO MAKE ANY Z AND CONSTRUCTION CRITERIA, CONSTRUCTION RULES ON-SITE CORRECTIONS TO THE APPROVED PLANS 0 t— a AND REGULATIONS FOR CONTRACTORS AND 516N �"'" °-.. r---- DESIGN AND CONSTRUCTION CRITERIA) ANY - " , ° DEVIATION FROM THE CRITERIA OR THESE z o0,) CONSTRUCTIONS DOCUMENTS MUST HAVE THE TENANT r r r --, 0 Q COORDINATORS SPECIFIC WRITTEN APPROVAL J N Q F--- NOTE: FIELD VERI F I GAIT I ON I S REQU I RED BY TENANT Z cn z PRIOR TO CONSTRUCTION. I T 15 THE TENANTS r� =cp RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS f ft, f A A c..) AND GOND I T I ONS OF SPACE 2 � 00a _ _ _ _ _ _ _ _ _ _ _ _ _ _ Hi0 � t° 4""nN00 A AS— NG I 0 \ SG ,JARE I 2 .j< 0.-1r*' I _ = 00 c1416 SOJT— ST NAS- 1 \61ON SQ X O SPACE \J`/BER. : C.--OB Wi- C�ARD, OR 01723 0] -1 . 1 z022 QZN ° Wo S 1 G '' o A 1 A u 111W I ER LA \ ,' D 'i 1 H- D ARCHITECT/ENGINEER /CONSULTANT , zw.. cli) \ ) S '' iLTA ' iT il OMMU ICATI6 ' ... ,,-, z Nza NQz 1.4 ,-- 00.. 6\G IAIAS- 1 \6T0\.. SQJARE 5LAR SSN CO . CRA \CO RSA CO\SJTA\ TS +f�� 300 SIXTH AVENUE cf585 WASHINGTON SQUARE ROAD 3107 K I SSELL AVENUE COJNCATO\S, I \ G . PRO . - G T A\A N T S N ALTOONA, PA 601 ±°�' - 1-7211 EAGLE HOLLOW ;,, ;�� ,{, PHONE: (412) 288-4600 TENANT PHONE: (8.1 4) cf 4cf-828 BUSINESS TELEPHONE AND DATA SYSTEM SAN ANTONIO TX 18248 L J I M M ' [... . k,'C F Rs (-) FAX: (412) 338-88-78 T_ NANT COORD I \ATOR: KAREN MCMURTRY/ JULIN OLIVA `;'.: :'?. H TOMOMI MARZAN 46 EASTMAN STREET PHONE: (210) 408-1860 UNIVERSALkITY TEXAS PHONE: (503 352-8884 P.O. BOX 1062 FAX: (210) 408-0273 �,, �ROJ=G�T ��A�A�ER: PROJECT COORDINATOR: � JOSEPH KARAFA SHARON WRIGHT — = EASTON, MA 02334 O �l S I T_ CONSTRUCTION F R E E PHONE: (412) 288-416cf PHONE: (412) 338-8127 ROGER OTT FAX: (508) 23O-7cf8cf PHONE: (503) 63a-886O A .< ....... ,.... ...., ....._ a Lit 'T ATI t J MA "'-. (,'t i I' ft AirlI ATI * ' ,' I", -I i -, I,, If LA I ' i'' a_r U 1 f fi, 0 J NO. DRAWING DESCRIPTION PROJECT DESCRIPTION : TENANT IMPROVEMENT MERCANTILE STORE G5-I COVER SHEET SNG 12 Q • t : crio USE GROUP CLASSIFICATION : 'M' MERCANTILE GS-2 SCHEDULES SPACE NO. K-08 Z gkNi 04rdcrk 1401141 114 AS-I ARCHITECTURAL SPECIFICATIONS t-= " #„ ° " OCCUPANCY LOAD CAPACITY : SALES AREA 2216 S.F. x IPERSON/3D S.F. = 14 PERSONS AS-2 ARCHITECTURAL SPECIFICATIONS "—' r STOCKROOM (3cf3) S.F. x I PERSON/300 S.F. = I PERSONS _ v) v = D I DEMOLITION PLAN o s TOTAL OCCUPANCY LOAD 15 PERSONS �D�i �..�)+.�` !.. ——... CITY OF TIGARD Z Z Approvedi [ d 0 -" `' `Garden FIRE SUPPRESSION SYSTEM : FULLY SARI NKLERED - CONNECTED TO MALL'S MAIN. (SPRINKLER 1 ST-I STRUCTURAL DETAILS ! Conditionally Approved [ I — H Hattie-Whitfor 1 ST-2 STRUCTURAL DETAILS ! See Letter to:Follow [ — — DWGS. TO BE SUBMITTED FOR PERMIT BY SPRINKLER CONTRACTOR) �„ __.,,,, ,,,,... ,., 3 DESIGN , } } r,w � Attached • :101 - - A-2 FLOOR PLAN . .0 .r+r , , ' w ~,�F.Wr Permit �be 4 �/ �/ CONSTRUCTION TYPE . EXISTING COVERED MALL TYPE 11 B FULLY SPRINKLERED > r... Ad. _•. d O Fiettai IE A-3 REFLECTED CEILING PLAN .. ` .___..T1 y• '- �C��,' "� Date. I� l w :, r APPL I GABLE GODES : G.G. WILL BE TOTALLY RESPONS I E3LE FOR COMPLIANCE WITH A-4 INTERIOR ELEVATIONS - =- ''r .9 ' �s i d fans z- t gam$ y -- .yp�/yR�{p,��± ... APPL I GAE3LE GODES, ORD I NANGES AND E3U I LD I NS CLASSIFICATIONS FOR A-5 STOREFRONT ELEVATIONS GOODS �".... ..__....._ Approved P `,'. y. ,a�` et` HI SPECIFIED TYPE. CONSTRUCTION MEANS, METHODS, TEGHN I QUES AND r-L) 1 f_...... _ shat eon job Site, CO N d w, . ,_ R ,.: ' :, :r,:0,,,, A-6 PARTITION TYPES DOOR TYPES, 15GELLA�NOUS DETAI S gr, � �`f L lyti►:r Farm d PROCEDURES WILL COMPLY WITH REGULATORY AGENG I ES AND UTILITY -A .__....._ �' -� I z 4. . . A-�7 STOREFRONT PLAN SECTION � DETAILS � _.. �. , ._ .i .... .__. � .. ._...�.-;-w...�w_ ► °, AGENCIES HAVING JURISDICTION FOR THE CITY OF PORTLAND. ALL I''� J CY M `, . , ,� b PLANS AND SPECIFICATIONS FOR CONSTRUCTION SHALL CONFORM TO A-8 STOREFRONT SECTIONS S ... .__ l,. 3 A 47 I ,. ALL APPLICABLE GODES AND BE CERTIFIED I N ACCORDANCE WITH THE A-c1 CONSTRUCTION DETAILS MACY'S o N• '� �g �t STATE OF OREGON LAWS GOVERNING THE PRACTICE OF ARCHITECTURE F-I FIXTURE DETAILS I.__ .__ I--- ' co AND ENGINEERING. THE CURRENT GODES ARE LISTED BELOW .. 3` :. [ w N. F-2 FIXTURE DETA I L5 j-LLIEL 4,.,-.-.- ' _ DSTR W z 0) -2001 INTERNATIONAL BUILDING CODES _a Ci me a rwo M-I MECHAN I GAL PLAN, NOTES SCHEDULES Q c 9 M-2 MECHANICAL SPECIFICATIONS ;? i f1i '� E-I POWER LIGHTING PLANS .. 1�: ........................ .............................. 410 Metzge E-2 ELECTRICAL SCHEDULES ,$ DETAILS Z w p0 E-3 ELECTRICAL L NOTES OFFICE COPY I Q s " o s � E-4 ELECTRICAL L NOTES ( E- a I N P I (ff) 5-I SIGN SHOP DRAWINS IZoth Y Er R' t� a »a Al (* 5-2 SIGN SHOP DRAWING et (1) (.0 0 w ` _ �'� �I' (� '� d- S I NGLE LEVEL ? (-1-11.-- , E— .< 44',1,.. ,, f 0. ,nie., 1 _ �-- Store No.o' cl-tr Czir:cit4 a4 AREA�,,, t --� i i it � . �� ;� L!:�_ �J' �!�� Drawn by: Date: SALES AREA 2216 8.3% MWS 7/23/2010 , r _ o CONTRACTOR MUST CHECK AND VERIFY ALL Checked By Dote: olimii . > :.. . �.DERVIG.- AREA 3cfi3 14/o D I ME1vS I ONS AND FIELD CONDITIONS BEFORE RR DATE CHECKED TOILET ROOM(5) SI 3% DETERM I N I NO THE BID PRICE. ANY VARIANCE SHALL Drawing Name: FIRE CORRIDOR N/A N/A BE REPORTED TO THE TENANT'S CONSTRUCTION OOO12.DvVG DEPARTMENT IMMEDIATELY. NO EXTRAS WILL BE PAID FOR AORK DUE TO THE FAILURE OF CHEGC I NG Drawing No. THE EXISTING CONDITIONS. ` TOTAL SRO55 AREA 2S-10 100 RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE GENERAL NOTES FLOOR COVERING SCHEDULE ; i (.; N or...2_ Z N 00 I FURNISHED I INSTALLED ' FURNISHED INSTALLED I. ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL, WORKMANLIKE MANNER AND FL- 24" X 24" PORCELAIN TILE BY ARCHITECTURAL CLAY PRODUCTS, 1 ao AND LOCAL CODES INDUSTRY L "SILVERLAKE" ^ $c SHALL CONFORM TO ALL STATE, FEDERAL, is .�,Z M ►- I- �- ORGANIZATION STANDARDS, OR AS REQUIRED Si' LANDLORD. OTHERWISE, STAINED GONGRETE/DRYTEK/STDNELOK #E3 VI/CUSTOM DRYEP BLEND, GNG RED W 0' (� (� R CONTRACTOR WILL BE HELD LIABLE TO CORRECT ANY MISTAKES NOT COMPLYING FL-2 E3.5 ® 105Y� AND ONE GOAT STONELOk GL055. HALF GLD55 AND HALF ANTI-SKID �" ^tY tY ct} �- TO THESE CODES AND ORGANIZATIONS A5 MENTIONED. j E z p S 12 p S z O Z z z z 0 r p WITH E TYPE EYE. GNG PI G-2K ® 12 %. /CONTACT SPECIALTY CHEMICAL CORP. c W CD �-f' kn < Q '` Q Q Q Q N 2. REFER TO SPEC I F I GATT ON5 FOR ADDITIONAL REQUIREMENTS. NO 'EXTRAS' OR U = x N z z z z z Ai REMARKS ITEMS REMARKS EXTENSIONS WILL BE GRANTED FOR FAILURE TO FOLLOW THE SPECS. FG-2 12" x 12" V.G.T. FLOORING: ARMSTRONG - 51860 " SOFT COOL GRA "ITEMS _ �, i- _1 I- _1 Q z I___Ct 3. AS A GENERAL RULE, DIMENSIONS ARE TAKEN FROM MAJOR SURFACES OR PANEL ucD a r� 01 GENERAL_ REQUIREMENTS _ 10 SPECIALTIES (EQUIPMENT FIXTURES) SURFACES, NOT FROM THE PROJECTIONS OF MOLDINGS APPLIED TO THE SURFACE ^ BARRICADE/CONSTRUCTION GRAPHICS •1 TOILET FIXTURES CABINETS •_ T ACS MOLDING PROJECTIONS VARY, BUT MOST ARE I/4 TO 3/8 BEYOND c- = 1 CONSTRUCTION GRAPHICS • • REFER TO STOREFRONT BARRICADE NOTES STOREFRONT SIGN _ • • 4. THIS CONTRACTOR SHALL MAINTAIN ALL FIRE RATINGS AS REQUIRED BY CODES, BY E j M PERMITS AND FEES • • GRAPH IGS • • THE LANDLORD AND HIS FIRE UNDERWRITER. < I I STA I L APPROVALS • • 2AIOBG FIRE EXTINGUISHERS • • COORDINATE LOCATIONS WITH FIRE MARSHALL 5. STRUCTURAL FRAMING MEMBERS FOR THE STOREFRONT AND IN I ERIOR AREAS SHALL < BE LOAD BEARING STUDS. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD C >< HEALTH DEPARTMENT APPROVALS • 0 TOILET ACCESSORIES • ON LOCATIONS, WEIGHT, AND METHOD OF ATTACHMENT OF ALL LOADS IMPOSED ON W w TEMPORARY ENCLOSURE/NOISE/DUST PROTECTION • • THE OVERHEAD STRUCTURE. ANY FIREPROOFING THAT 15 DISTURBED SHALL BE E (=) E 12 FURNISH I �C�S RESTORED TO ITS ORIGINAL CONDITION. C� o e DAILY GLEANING, DEBRIS REMOVAL • • NON-SALES SHELVING • • EXECUTING PUNCH LIST • • 6. ALL PAINTED WOOD SHALL BE CLOSED GRAIN HARDWOOD SUCH AS B IRCH, POPLAR, SALES FLOOR FIXTURES • • MAPLE, OR BIRCH VENEER PLYWOOD. SEE SPECS. Cr) 00 0 VERIFY SITE CONDITIONS • • PRIOR TO BIDDING 7. ALL NAIL, SCREW, AND FASTENER HOLES SHALL BE FILLED AND SMOOTH SANDED, - INSURANCE PER LANDLORD REO'D. • • READY FOR PAINTING. JOINTS IN MATERIAL SHALL BE KEPT TO A MINIMUM, AND N CO PRE-CONSTRUCTION MALL MEETING 15' MECHANICAL SEE MECHANICAL DRAWINGS SHALL BE AT CORNERS WHEN POSSIBLE. JOINTS IN EXPOSED FACES SHALL BE TIGHT 4j CO T- • • AND FLUSH. JOINTS SHOULD BE PLANNED TO FALL BEHIND MOULDINGS. ALL EXPOSED FLOOR GOVERI NG NOTES: "�N O 2 S I TE WO R HVAG JOINTS SHALL BE FILLED AND SANDED. - I T 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE A CALCIUM 0 UNIT • 8. TH 15 CONTRACTOR SHALL GOORD I HATE ALL WORK ON THE SIGN AND SIGN LIGHTING CHLORIDE TEST PERFORMED ON ALL CONCRETE SLABS TO CHECK THE MOISTURE L' c° DEMOL I T 1 ON • ONTENT BEFORE INSTALLING FLOORING MATERIALS. A COPY OF THE RESULTS MUST BE X 0 DUCTWORK AND DIFFUSERS • • WITH E.G. AND SIGN CO.GO THE SIGN WILL BE FURNISHED AND INSTALLED BY 51GN CO.GO FORWARDED TO THE PROJECT MANAGER WHEN TEST RESULTS ARE RECEIVED BY GORE DRILL/TRENCH SLAB • • REPAIR OF ANY DAMAGE TO THE 51 6N PANEL WILL BE UNDER THE DIRECTION OF THE G.G. W ~ THERMOSTAT AND CONTROL WIRING • • TENANT AT THE G.C.5 EXPENSE. - G.G. SHALL FURNISH AND INSTALL WATERPROOF MEMBRANE LATICRETE #1235 IN TOILET 05 CONCRETE ROOF CURB • ROOM USING LATEX ADHESIVE BEFORE INSTALLING V.C.T. IF REQUIRED. 'J q. THIS CONTRACTOR SHALL GOORDINA I E WITH THE LANDLORD (AND OTHERS AS REQ D.) (0 0 0 GONCRE I E SLAB REPAIR • ROOF PENETRATIONS 4 DECK PATCHING • FOR THE ERECTION OF BARRICADES, MOVEMENT OF MATERIALS, TRASH REMOVAL, TEMPORARY DISCONNECTION OF SPRINKLERS, ETC. B A S E SCHEDULE Z CONCRETE REINFORCEMENT • SPRINKLER Q W O MISCELLANEOUS CONCRETE WORK I I 1•1 PIPING MODIFICATIONS • _ 10. GNG SHALL FURNISH, PRIOR TO OPENING, ABG TYPE FIRE EXTINGUISHERS OF _ C..J 1- , HEADS AND ESCUTCHEONS • SIZE REQUIRED BY LOCAL CODES. B I 3 PRIMED BIRGH/MATGH P-2 WALL FINISH r.Z W 04 MASONRY PLUMBING I I. I F APPL I CABLE, THE GENERAL CONTRACTOR SHALL GOORD I NA I E WITH THE Q Z MECHANICAL CONTRACTOR AND THE LANDLORD THE LOCATION AND SIZE OF RETURN -DEMISING WALL REPAIR • PLUMS I NG FIXTURES • AIR OPENINGS I N THE DEM 151 NG WALLS ABOVE THE GE I L I NG. THIS CONTRACTOR B-2 RUBBER BASE/ROPPE STRAIGHT BASE/6 HIGH BLACK r (� Z 0 MISCELLANEOUS MASONRY WORK • SHALL PROVIDE A FRAMING SECURITY SCREEN OVER THESE OPENINGS OF I"xI" v 1 iN < = ROUGH-1 N AND FINAL CONNECTIONS • WIRE MESH. r-V) 0- 05 METALS WATER HEATER • 12. THE GENERAL CONTRACTOR SHALL F I ELD MEASURE THE LEASED PREMISES AND . I.) A/ ./ PROVIDE TENANT A DRAWING WITH ACCURA I E ACTUAL DIMENSIONS. PARTICULARLY :\ I '� • METAL STUDS UTILITY SINK • � ,� VERIFY DIMENSIONS IN THE AREA OF THE STOREFRONT. NOTIFY TENANT OF i0 / i %, DEMISING PARTITIONS • DRINKING FOUNTAIN • ANY DISCREPANCIES AND PROBLEMS THAT MAY OCCUR I MMED IA I ELY. ,A-., ok !/ INTERIOR PARTITIONS/SOFFITS/FURRING • • IS ELECTRICAL - SEE ELEGTRIGAL DRAWINGS 13. THIS CONTRACTOR SHALL PROVIDE EXPANSION JOINTS IN THE FLOOR, :2:1 ...' JiM;}yr i L. PQ, VERS (-) _ STOREFRONT, WALLS, ETC., AS SHOWN OR REQUIRED. EXPANSION JOINT IN HARDWOOD P� ";,_ 4 H FRAMING FOR HVAG • SERVICE • FLOOR SHALL BE THE RUBBER OR NEOPRENE TYPE, SET FLUSH WITH THE HARDWOOD i ,, �,;, ,,` TEXAS MISCELLANEOUS STRUCTURAL FRAM!NG/METAL • FLOOR ON EITHER SIDE. 0 METER • F 1 ELD VERIFY LOCATION AS REQU 1 RED 14. IF EX 5T1 NG, G.G. SHALL REPAIR ANY FIRE PROOFING ON EXISTING STRUCTURAL P A 1 N T SCHEDULE , - OC I�IODD AND PLASTIC TIC-' TRANFORMER • STEEL MEMBERS WHETHER IT BE SPRAY-ON OR OTHER. 'It HOOD BLOCKING (FIRE RETARDANT TREATED AS REID.) • PANELS • 15. PRIOR TO BID SUBMISSION AND COMMENCEMENT OF WORK, THE G.G. P-I PAINT/BENJAMIN MOORE/COLOR: #2002-1O VERMILLION, FINISH: HIGH GLOSS t; () o s' PLYWOOD AT ELECTRICAL/PHONE PANEL BOARDS • LIGHT FIXTURES AND LAMPS • • SHALL MAKE A 51 TE VISIT TO THE EXISTING SPACE TO REVIEW I i . DEMOLITION/SALVAGE REQUIREMENTS. COORDINATE ALL DEMOLITION PA1 NT/BENJAMI N MOORE/COLOR: #OG-68 DISTANT GREY/EGGSHELL/EGGSHELL - CL O THERM./MOIST. R M. "f O I S T. PR O TE G T. DEGORATI VE L I GHT f NG • • WITH I ENANT'S REPRESENTATIVE AND LANDLORD'S FIELD REPRESENTATIVE. '-2 UNDER SOFF{T AND SOFFIT FACE, SEMI - ODORS FRAME AND BASE 'Q EMERGENCY LIGHTS AND EXIT SIGNS • • 16. ALL DRYWALL SHALL BE 5/8" TYPE 'X' AS PER LOCAL BUILDING DEPARTMENT PARTITION INSULATION • DATA/COMMUN. POWER AND LOW VOLTAGE CONDUIT • • REQUIREMENTS. P-3 PAINT/BENJAMIN MOORE/COLOR: # CO 1004 "PURE NH - RESTROOM >- WALLS, STOCK ROOM MALLS, VAPOR BARRIER • DATA COMMUNICATIONS CABLING AND CONNECTIONS • • 11 G.G. TO INCLUDE ALL LANDLORD CHARGE BACK COSTS IN BID. SEALANTS • DELIVERY BUZZER SYSTEM @ REAR SERVICE DR. • ;-,JOFiNG • WIRING DEVICES • • OPT DOORS AND WINDOWS - SEE DOOR SCHEDULE BRANCH CIRCUITING • • PAINT NOTES: - PAINTING CONTRACTOR TO LEAVE ONE QUART OF EACH FINISH PA I NT AT THE 51 TE FOR DOORS SERVICE DOOR ALARM LOCK (DETEX) • LATER TOUGH-UPS. CLEARLY LABEL EACH GAN. STOREFRONT • • PHONE CONDUIT (POINT OF ENTRY TD GASHWRAP) e e - ACCESS DOORS ARE TO BE FIELD PAINTED TO MATCH ADJACENT SURFACES PRIOR TO o INSTALLATION. — z SALES/SERVICE • • F=IRE SUPPRESSION SYSTEM/EMS • - ALL PAINTS SHALL BE APPLIED IN TWO COATS. a TOILET ROOM DOORS e tV w SERV'CE/EX IT DOORS •+ '`.OTE : _ WALLCOVERING SCHEDULE o DOOR HARDWARE • • SEE DOOR SCHEDULE -A L L I- I N I S-_.S T O C O I " FLY ^I T- \G S B C STOREFRONT GLAZING SYSTEM • • GI I A T-R S A\D SECTION 12 I O. FRP-I FRP PANELS/MARL I I E/"WHI I E" FRP PANELS/TO I LET ROOM WALLS TO 48" A.F.F. O O FINISHES - SEE F I N I SH SCHEDULE FOR LOCATIONS STOREFRONT BARRICADE NOTES OF APPLICABLE ) -ALL V10 0 I TO G O PLY "IT- \C S B G BRAKE METAL/AMERI GAN PRODUCTS ING./.Ob3 ALUM!NUM #0088PC CUSTOM GREY MT-I POWDER GOAT FLOORS I. G.G. IS TO CONSTRUCT A STOREFRONT BARRICADE PER LANDLORD/MALL SPEC I F I GATI ONS. S=G T I O N 605 'O R TY - II G O\ST RU G T I O HARDWOOD FLOORING • 2. IF LANDLORD/MALL HAVE NO SPECIFICATIONS, THEN: G.G. 15 TO CONSTRUCT TEMPORARY BARRICADES) OF MT-2 BRAKE METAL/AMERICAN PRODUCTS ING./.063 ALUMINUM CHERRY RED POWDER GOAT <t-I TILE $ GROUT • • 3 5/8" 25 GA. METAL STUDS AT 24" O.G. WITH ONE LAYER 5/8" GYP. BD. (MALL SIDE) TAPED AND SPACKLED o RESILIENT TILE FLOORING (VINYL TILE) 0 • SMOOTH. INSTALL A 4 MIL. PLASTIC OR GYP. BD. BACK TO MALL BULKHEAD TO CREATE DUST-PROOF CONDITION AND INSTALL 1/2" G-D PLYWOOD ON FLOOR TO PROTECT EXISTING MALL FLOORING. SUBSTITUTE o SHEET VINYL FLOORING • GYP. BD. AND PLASTIC WITH 5/8" EX ERIOR GRADE PLYWOOD, FULL HEIGHT, AT EXTERIOR STOREFRONTS. z BARRI LADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL CARPET • STABILITY AND MUST BE STRUCTURALLY SOUND. CARE MUST BE TAKEN TO PROTECT MALL FLOORING. E a MALL FLOORING • < t/) N 3. IF REQUIRED BY LANDLORD: DIVIDER STR I P/TRANS I T I ON STRIP • • PRIME AND PAINT STOREFRONT BARRICADE P-2 OR AS DIRECTED BY LANDLORD. G.C. 15 TO INSTALL STOREFRONT GLAZING SYSTEMS m M o N BASE OWNER-SUPPLIED GRAPHIC WALLGOVERING ON BARRICADE (AFTER HAVING RECEIVED LANDLORD APPROVAL) CONTACT TENANT'S CONSTRUCTION REPRESENTATIVE TO OBTAIN MATERIALS AND INSTALLATION W CD I N WOOD BASE • • INSTRUCTIONS. ALL INTERIOR STOREFRONT GLAZING CHANNEL 15 TO BE BRUSHED CLEAR ct Z m TILE BASE GROUT • ANODIZED ALUMINUM 1103 BY API OR EQUAL. ALL EXTERIOR STOREFRONT < = 4. CARE 15 TO BE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE. G.G. IS TO RESTORE MALL SYSTEMS TO BE CLEAR ANODIZED ALUMINUM UNLESS OTHERWISE SPECIFIED. D Q VINYL • • SOFFIT, FASCIA, NEUTRAL PIERS AND FLOOR TO A 'LIKE-NEW' CONDITION AND FINISH. Or Ch LAMINATE BASE • 5. G.G. 15 TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE GAN OCCUR. V) I-- Q FLASH COVE BASE • Z W 00 WALLS,W TURN OVER REQUIREMENTS 7OF- = o GYPSUM W R ALL BOARD • • I. THE CONTRACTOR I5 TO ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGE WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES, AND I ELEPHONE NUMBERS �, Z O c PAINT (I NGLUD I NG PRIMER) • • FOR ALL SUBCONTRACTORS, I NGLUD I NG ALL OWNER PROVIDED SUBCONTRACTORS. BOTH ITEMS TO BE _ ( ) <0 TILE $ GROUT • MOUNTED IN SEPARA I E PICTURE FRAMES (8 I/2" X I I") ON EXTERIOR SIDE OF LAVATORY DOOR AT 5'-0" D E F I N I T I 0 N S A.F.F. TO BOTTOM OF FRAME AND ONE COPY TO TENANTS DIRECTOR OF CONSTRUCTION. to Q 0 Q - ,VINYL WALLGOVERING • tNANT - GNG SUFFIX "X" - EXISTING V.I.F. - VERIFY IN FIELD CEILING 2. PRIOR TO STORE OPENING, THE CONTRACTOR IS TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANC I NG I - „ - - t3) I— t°n . CONTRACTOR TO BALANCE H.V.A.G. SYSTEM. CONTRACTOR 15 TO PROVIDE THE LANDLORD AND TENANT G.G. GENERAL CONTRACTOR SUFFIX N NEW E.T.R. EXISTING TO REMAIN GYPSUM BOARD • • WITH A COPY OF THE BALANCE REPORT. IF REQUIRED BY LANDLORD. LANDLORD - MALL'5 LANDLORD SUFFIX "R" - RELOCATE F.C. - FIXTURE CONTRACTOR Store No. 1 2 GYPSUM BOARD (SALES) • • 3. IF REQUIRED BY LANDLORD, CONTRACTOR SHALL SECURE THE NECESSARY APPROVAL OF STORE'S LAY-I N TILES AND GRID (NON-SALES) • SPR I NKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. DISCLAIMER Drawn by: Date: PAINT (INCLUDING PRIMER) • • DRYWALL GEILINGS AND BULKHEADS 4. TURN OVER ALL KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR IDENTIFICATION. MWS 7/23/2010 5. EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. CONTRACTOR MUST CHECK AND VERIFY ALL Checked By: Date: DIMENSIONS AND F I ELD CONDITIONS BEFORE RR DATE CHECKED 6• INSTALL REMAIN!NG OWNER SUPPLIED FIXTURES AND HARDWARE ARRIVING ON TRUCK. THE Drawing Name: -1. GENERAL CONTRACTOR 15 RESPONSIBLE TO PROVIDE TRASH CONTAINER FOR ALL INITIAL MERCHANDISE DETERMINING T - BID PRICE. ANY VARIANCE 5}-tL_L_ 00012.DWG PACKING PRIOR TO STORE OPENING. BE REPORTED TO THE TENANT'S CONSTRUCTION ALL UNUSED FIXTURES ARE TO REMAIN THE PROPERTY OF THE STORE. CONTRACTOR SHALL NOT REMOVE OR DE PARTMENT I N MED I ATELY. NO EXTRAS NI LL BE PAID Drawing No. DISCARD ANY OF THE UNUSED FIXTURES. FOR WORK DUE TO THE FAILURE OF CHECC I NS THE G.G. TO CONTACT TENANT PGI AFTER COMPUTER INSTALLATION TO ENSURE PROPER WORKING ORDER. GALL EXISTING CONDITIONS. C S _____ 2 I-SOO-888-1516. - - - - - - - - ...... . 0 00 ARC- ECTRA_ SFECCAT O\S N z � o ^ 00 CONTRACT RE O U I R E E N T S 10. ALL CE I L I N& CONSTRUCTION (INCLUDING, BUT NOT E O U L_A TO R'I' RE O U I RE M E N TS 5. ALL TRADES SHALL CONFINE CONSTRUCTION WORK WITHIN D. REMOVE LABELS, EXCEPT FOR THOSE REQUIRED TO DEMONSTRATE q, w �}(� LIMITED TO, DROPS, BULKHEADS, LIGHTING, DIFFUSERS, ETC.) ((-): THE PREMISES AS MUCH AS P055!BLE AND SHALL WORK IN AN GOMPL!ANGE WITH BUILDING CODES, FIRE-RATINGS AND TESTING. ALSO 1-- - c.J 7 GENERAL CONDITIONS SHALL BE REMOVED UNLESS SPECIFICALLY GALLED OUT TO ORDERLY MANNER REMOVING TRASH AND DEBRIS FROM THE REMOVE ALL RESIDUE AND GLUE REMAINING ON THE SURFACE. z = REMAIN ON DEMOLITION PLAN. PROJECT ON A DAILY BASIS. AT NO TIME SHALL PIPES, WIRES, E. TOILET ROOMS - ALL FIXTURES AND WASHABLE SURFACES IN THE O U ( X THE SPEC IFl CAT IONS ARE COMPILED NOT ONLY TO ESTABLISH I. COMPLY' WITH THE STATE AND LOCAL GORES - REFER TO SHEET GS-I BOARDS OR OTHER CONSTRUCTION MATERIALS GROSS PUBLIC TOILET ROOMS SHALL BE GLEANED SANITIZED AND POLISHED. II. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND/OR � pp Q RELOCATE ALL EXISTING ELECTRICAL DEVICES, CONDUIT AND AREAS WHERE HARM COULD BE CAUSED TO THE PUBLIC. F. ELECTRICAL PANELS AND FLOOR MOUNTED MECHANICAL EQUIPMENT crl L-", A STANDARD BUT TO ENSURE THE CONTRACTOR MAINTAINS A FOR BUILDING CODE REQUIREMENTS. Z I- QUALITY IN THE PERFORMANCE AND FINISH OF THE WORK WIRING WORK AS GALLED OUT ON THE DRAWINGS AND AS 6. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND SHALL BE DUSTED AND WIPED GLEAN. 00 (- RECOMMENDED AND ACCEPTED BY THE TENANT. THE GENERAL NECESSARY WHETHER SUCH ITEMS ARE I ND I GA I ED ON 2. ALL TRADES AND SUB SHALL BE REGISTERED WITH OF FIRST GLASS QUALITY UNLESS OTHERWISE INDICATED. ALL G. VINYL COMPOSITION TILE - WASH, SEAL AND WAX. o_ r,, • CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING DRAWINGS OR NOT, IN ORDER TO ACCOMPLISH THE THE CITY, COUNTY, STATE AND AUTHORITIES AS REQUIRED. MATERIALS AND WORKMANSHIP SHALL BE GUARAN I EED FOR A H. WOOD FLOORING - FINISH PER DIRECTION OF TENANT REPRESENTATIVE. rn THEMSELVES WITH THE CONTENT AND SCOPE OF THESE INSTALLATION OF THE SPECIFIED NEW WORK-EQUIPMENT 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERIOD OF ONE (I) YEAR AFTER DATE OF THE OPENING OF THE STORE. I. REMOVE PROTECTIVE COVERINGS AND TAGS. F-- = °O SPECIFICATIONS. SPECIAL AI I ENTION SHOULD BE GIVEN MATERIAL AND DEVICES REMOVED SHALL BECOME THE OBTAINING A CERTIFICATE OF OCCUPANCY FROM THE J. REMOVE AND DISPOSE OF ALL TRASH, SCRAPS, PACKING, ETC. D w 00 PROPERTY OF CONTRACTOR (IF APPROVED BY TENANT). SUCH GOVERNING AUTHORITY. I PRODUCT SAMPLES, MANUFACTURER'S DATA AND SHOP DRAWINGS ,� TO THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS SHALL BE SUBMI I I ED TO TENANT FOR REVIEW PRIOR TO DISPOSAL SHALL BE IN ACCORDANCE WITH THE LANDLORDS REQUIREMENTS. Z > ,,� CONTRACT BY THE STANDARDS ESTABLISHED HEREIN AND SHALL BE ITEMS MAY BE REUSED IF SPECIFICALLY DESIGNATED ON THE 4. ALL TRADES SHALL CONFORM WITH ALL APPLICABLE J '`Z N DRAWINGS, CONDUIT, WIRE AND OUTLET BOXES REMOVED FABRICATION OR START OF WORK. K. TRIM - WIPE GLEAN APPLIED WITH EMPHASIS TO ALL WORK. WORK DECLARED FEDERAL, STATE, MUNICIPAL,G I PAL, PROJECT MALL DEVELOPER THE I ERMS EQUAL OR APPROVED EQUAL SHALL REQUIRE L. SOFFITS - DUST GLEAN. UNACCEPTABLE SY THE TENANT OR TENANT'S AGENT SHALL BE SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR WHERE AND/OR BUILDING, I ENANT AND O.S.H.A. GODES, RULES AND REQUESTS FOR SUBSTITUTIONS FOR PRODUCTS OR CC >-‹ �- GORREG I ED IN A MANNER AND DEGREE OF QUALITY AS WALLS AND CEILINGS ARE TO BE REMOVED AS SHOWN ON THE REGULATION. MANUFACTURERS NOT SPECIFIED. REQUESTS FOR W c./) w AGCEP I ED BY THE TENANT. DRAWINGS. THE CONDUIT 15 TO BE GUT OFF BY THE 5. G.G. TO SUBMIT PLANS TO LOCAL HEALTH DEPT. FOR APPROVAL. SUBSTITUTIONS SHALL BE SUBMITTED WITHIN THREE (3) r GONC�RET- SLAB AORC z ,Q z ELECTRICAL CONTRACTOR SO THAT THE ABANDONED CONDUIT IN W NOTE: THESE WALLS AND CEILING MAY BE REMOVED FROM THE CALENDAR DAYS PRIOR TO DATE OF BID SUBMISSION. 12 CD o a_ IF 6.C. 15 NOT COMPLETE, ALL COSTS WILL BE CHARGED MALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR. ALL _ _ APPROVED SUBSTITUTIONS SHALL BE L I S I ED I N THE BACK TO THE GENERAL CONTRACTOR. DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE SPEC,C,I AL RE Q U I RE M E N T�j BID SUBM 1551 ON. REMAINING LINE OUTLET BOXES OR AT THE PANELS. (.;16) _ c 00 0 I. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR 12. 6.G. TO VERIFY ALL EXISTING GRADES CORRESPONDING TO TENANT TEMPORAR'i' SE-RV I C�=�J" GAST IN PLAGE CONCRETE 0 iD CONSTRUCTION ARE TO BE DE I ERMINED BETWEEN THE TENANT DESIGN PACKAGE IN FIELD PRIOR TO CONSTRUCTION. O N aD AND GENERAL CONTRACTOR AND SHALL GOVERN THE I. WORK SHALL BE COMPLETED IN A TIMELY MANNER, CONSISTENT WITH A. THE CONTRACTOR 15 RESPONSIBLE TO DETERMINE IF CONCRETE SLAB WORK 71 -100 CONSTRUCT I ON SEQUENG I N6, RESPECTIVE RE5PON51 B I L I TI ES AND 15 REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB WORK J IN THE TENANT APPROVED CONSTRUCTION SCHEDULE. SHALL BE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS, LOCAL GODES PAYMENT SCHEDULES. ON-SITE FIELD OBSERVATION SHALL BE _ _ I. THE GENERAL CONTRACTOR SHALL PROVIDE SUCH I PERFORMED BY AN APPOINTED REPRESENTATIVE OF THE 2. THE SUPERINTENDENT WILL SE REQUIRED TO MAINTAIN A AND COMMON STANDARDS OF PRACTICE GE FOR THE LOCALITY OF THE PROJECT I ENANT. "COD I I GAT I ON PROD-OUR--S DAILY JOURNAL OF EVENTS WHICH SHALL INCLUDE WORK EXTENSIONS, DEVICES, HOOKUPS AND METERING A5 OR WHICHEVER IS MOST STRICT. I O PERFORMED, NUMBER OF WORKERS, OF EACH TRADE ON JOB, REQUIRED FOR I EMPORARY wA I ER, POWER, LIGHTING, HEAT OR X 0 2. NO CONTRACTUAL ADJUSTMENT SHALL BE DUE OR COME IN TELEPHONE GALLS, ETC. JOURNAL TO A5 REQU I RED TO CARRY OUT THE WORK. ALL I EMPORARY B. REFERENCE STANDARDS. ALL CONGRE I E WORK SHALL SE PERFORMED I N I W F- �' DEMAND AS A RESULT OF FAILURE ON THE PART OF THE CONSTRUCTION GRANGES, UTILITIES AT GENERAL CONTRACTOR'S EXPENSES. ACCORDANCE WITH AGI 3OI-8a, "SPECIFICATIONS FOR STRUCTURAL GONGRE I E I-d CONTRACTOR TO FULLY ACQUAINT THEMSELVES AND ALL OTHER BE PROVIDED TO THE TENANT AT END OF CONSTRUCTION. A. TEMPORARY I ELEPHONE - THE TENANT'S GENERAL FOR BUILDINGS", WHICH IS INCORPORATED INTO THE GON I RACT DOCUMENTS BY I ^ I PARTIES TO THE CONTRACT WITH THE AGREED UPON GENERAL SUBSTITUTIONS 4 CHANGES 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE TENANT CONTRACTOR SHALL INSTALL A JOB SITE I ELEPHONE AND FAX REFERENCE HEREIN Z °0 0 CONDITIONS. I. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS FOR ACTS AND OMISSIONS OF HIS EMPLOYEES, SUB- NUMBER AND NOTIFY TENANT BY FAX OF THE TELEPHONE - 3. THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY UNLESS SUCH SUBSTITUTION HAS BEEN APPROVED SPECIFICALLY IN CONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER NUMBER AND THE NAME OF THE SUPERINTENDENT. G. G.G. TO WET FLOOR BEFORE GRINDING TO MINIMIZE DUST. Q Z N ORDER EXTRA WORK, ALTER, ADD TO OR DEDUCT FROM THE WRITING BY THE TENANT. PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT Q W CONTRACT. THE CONTRACT SUM AND COMPLETION DA I E SHALL 2. NOTIFY THE I ENANT IMMEDIATELY BY I ELEPHONE OF ANY HIDDEN, NTH THE CONTRACTOR. S. TEMPORARY WATER - WATER REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE PROVIDED AND BE ADJUSTED ACCORDINGLY. UNFORESEEN CONDITIONS AND ANY REQUIREMENTS IMPOSED BY THE 4. THE CONTRACTOR AGREES THAT IN THE PERFORMANCES OF PAID FOR BY THE CONTRACTOR. WA i ER USED FOR HUMAN MACJ' O\1R1' WORK r-Z LANDLORD WHICH IMPACT THE WORK. W 4. THE GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ALL CONFIRM ALL NOTIFICATIONS AND ACTION REQUIRED IN WRITING THE WORK GALLED FOR BY THE CONTRACT AND CONTRACT CONSUMPTION SHALL CONFORM TO THE REQUIREMENTS OF I� � Q Z PERMITS AND LICENSES I N THE CONTRACT. THE SUBGONTRAGTORS DRAWINGS, WILL ONLY EMPLOY SUCH LABOR AS NOT TO DELAY STATE AND LOCAL AUTHORITIES FOR PORTABLE WATER. / SHALL INCLUDE WITHIN 24 HOURS OF THE EVENT. OR I N I ERFERE WITH THE SPEEDY AND LAWFUL PROGRESS OF ./ N O LL CLUDE ALL PERMIT AND LICENSE COSTS A5 REQUIRED Z BY THEIR PROPOSALS TO THE GENERAL CONTRACTOR. PERMITS 3. MILESTONE DATE CHANGES MUST BE MADE IN WRITING Sr' TENANT. THE PROJECT AND AS WILL BE ACCEPTABLE TO AND WORK IN G. I EMPORARY ELECTRICAL - TEMPORARY ELECTRICAL I\ Q = AND FEES TO INCLUDE CONNECTING ALL EQUIPMENT, FIXTURES, HARMONY WITH ALL OTHER WORKERS EMPLOYED ON THE SERVICE SHALL BE THE RESPONSIBILITY OF THE UNIT MASONRY r-(f) 0- SERVICES AND UTILITIES AS REQUIRED. 4. THE I ENANT HAS CHOSEN MATERIALS FOR USE ON THIS CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE GENERAL CONTRACTOR. SUPPLIED BY TENANT/LANDLORD. I PROJECT AS SPECIFIED. UPON AWARD OF THE CONTRACT, THE OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE A. THE CONTRACTOR 15 RESPONSIBLE TO IDENTIFY ALL REQUIRED UNIT �` 1 '` 5. THE COSTS SUBMITTED BY THE CONTRACTOR ARE SPECIFIED MA i ERIALS SHALL BE ORDERED I MMED I ATELY AND WH I GH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR D. TEMPORARY HEAT - WHEN REQUIRED FOR MASONRY WORK NOT SPEC I F I GALLY I DENT I F I ED AND DETA I LED ON THE ' ��r r'' f '�1/ UNDERSTOOD IN EVERY CASE TO INCLUDE ALL GOVERNMENT ALL DELIVERIES CONFIRMED TO MEET THE COMPLETION DA I E. ALTERING. PROPER INSTALLATION OR PROTECTION OF ANY PORTION OF THE DRAWINGS. ALL UNIT MASONRY WORK SHALL BE INSTALLED IN ACCORDANCE ��? 7'� �� '',fig, AND MUNICIPAL TAXES AND FEES OF EVERY KIND, AND THE DELAY IN ORDERING, RESULTING IN MATERIALS NOT BEING 5. CONTRACTOR'S SIGNS MAY NOT BE DISPLAYED ON BARRICADES. WORK. THE CONTRACTOR SHALL FURNISH AND INSTALL WITH ALL REQUIREMENTS LOCAL CODES AND COMMON STANDARDS OF j � �° TENANTS SHALL NOT BE GALLED UPON TO MAKE ANY AVAILABLE TO THE CONTRACTOR FOR COMPLETION OF ALL WORK TEMPORARY HEATING UNITS AS APPR PRACTICE FOR THE LOCALITY OF THE PROJECT OR WHICHEVER IS MOST -) J I1\11.`k�t 1... EYti'�'Al1 h,0 ;('- OVER BY THE LANDLORD OR C.,.., , PAYMENTS ON SUCH TAXES IN ADDITION TO THE CONTRACT ON SCHEDULE AND RESULTING IN EXTRAS, WILL BE THE STRICT. - .',; ,,,,,� AMOUNT. RE5PON51 B I L I TY OF THE TRADE RESPONSIBLE FOR SUCH 6. BUILDING DOORS ARE NOT TO BE PROPPED OPEN BY LOCAL AUTHORITY. ,.,,� ,,,,.��,4_ _ _ DELAYS. MATERIALS THAT ARE UNAVAILABLE FOR INCLUSION IN CONSTRUCTION WORKERS AT ANY TIME. 2. COST OF TEMPORARY UTILITY SERVICES PROVIDED Si' LANDLORD. B. REFERENCE STANDARDS. ALL UNIT MASONRY WORK SHALL BE PERFORMED IN U ;VMS;`1,' , �:14T, �"�� ,�7 THE PROJECT THAT, AS A RESULT CAUSE DELAYS, I. THERE WILL BE NO STORAGE OF MATERIALS OR RUSEISR IN C� RA(- REM U I R; -N TS A REQUIRE THE TENANT IF HE ELECTS TO DO SO, THE CONTRACTOR SHALL MAKE ACCORDANCE WITH AG I 503.I-SS, "SPECIFICATIONS FOR MASONRY J GORRI DORS OR OTHER TENANT AREAS AT ANY TIME. IF DEBRIS 15 PROVISIONS OR COORDINATE NATE WITH THE LANDLORD ON GENERAL d�` O I TO CHOOSE AND APPROVE NEW REPLACEMENT MATERIALS STRUCTURES", WHICH IS INCORPORATED INTO THE CONTRACT DOCUMENTS BY C, SATISFACTORY TO THE PROJECT, FOUND IN THESE AREAS, IT WILL BE REMOVED AT THE REFERENCE HEREIN. EXISTING CONDITIONS MAY RESULT I N BACK CHARGES EXPENSE OF THE CONTRACTOR RESPONSIBLE. CONSTRUCTION OF THE UTILITY SERVICES. `� TO THE SAID TRADE, UNLESS THE TENANT HAS BEEN ADVISED S. MATERIALS AND EQUIPMENT SHALL BE STORED AND - F () WITH SUFFICIENT TIME TO MAKE SUCH MA I ERIAL REVISIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S CONTRACT CLOSE-OUT METALS I. PRIOR TO SUBMITTING BID PROPOSALS, THE TENANT'S CONTRACTOR DELIVERY OF I ENANT-FURNISHED ITEMS: THE INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. I O I�- t . AND EACH SUBCONTRACTOR SHALL VISIT THE PROPOSED SPACE CONTRACTOR WILL ADVISE THE TENANT IN WRITING, WITH{N SHOULD A CONFLICT OR DISCREPANCY EXIST BETWEEN / pct AND MAKE THEMSELVES FAMILIAR WITH ALL EXISTING CONDITIONS SEVEN DAYS AF I ER AWARDING THE EXACT DELIVERY / TAKE FIELD MEASUREMENTS AND RECORD ALL INFORMATION NEEDED DATES AND LOCATIONS THEY WISH TO RECEIVE ALL FURNISHED MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, I. COMPLETION 15 THE DATE CERTIFIED BY TENANT 1 - GENERAL TO PROVIDE A COMPLETE SCOPE OF WORK. ITEMS. ITEMS NOT SCHEDULED WITHIN SEVEN (7) DAYS WILL m AND THOSE ON THE DRAWINGS THE GENERAL CONTRACTOR ON WHICH THE WORK OR DESIGNATED PORTION THEREOF 2. NOTIFY THE I ENANT I MMED I A I ELY OF CONDITIONS WH IGH MAY BE SCHEDULED AND DELIVERED AT THE TENANT'S OPTION. SHALL CONTACT I ENANT PRIOR TO FURTHER WORK IN THE AREA 15 SUFFICIENTLY COMPLETE SO THE TENANT MAY OCCUPY THE A. THE WORK INCLUDED I N THIS SUBCONTRACT SHALL BE PERFORMED GONTRIBU I E TO UNNECESSARY, EXCESSIVE COSTS. OF QUESTION. SAME FOR THE INTENDED PURPOSE. ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS 3. NO ADDITIONAL COMPENSATION WILL BE PAID BY THE TENANT WH1GH ARE STATED ON THIS SET OF DRAWINGS. 1. THE CONTRACTOR AGREES TO ACCEPT ALL TENANT B. COORDINATE THIS WORK WITH THE RELATED WORK OF OTHERS FOR DISPU i ES WHICH RESULT FROM A LACK OF FAMILIARITY WITH 2. PROVIDE THE FOLLOWING FOR CLOSE-OUT: THE EXISTING CONDITIONS. � G O D RD I NATI T I O N O R G-I D U 1�.� FURNISHED ITEMS AT THE JOB SITE OR DESIGNATED STORAGE A. -S.C.'S FINAL WAIVERS (NEED TWO ORIGINALS, SIGNED 4 NOTARIZED) WHICH INCLUDES BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING: 04 SPACE AND UNLOAD THESE ITEMS FROM THE DELIVERY B. -G.C.'S ONE YEAR WARRANTY (ON TENANT'S FORM) A. FINISHES 4. EXISTING CONDITIONS TAKE PRECEDENCE OVER DRAWINGS AND TRANSPORT TO STORE PREMISES. I I EMS DELIVERED TO A G. -6.C.'5 AFFIDAVITS 6106 4 G706A G. FURNISH AND INSTALL METAL FABRICATIONS WHICH INCLUDE BUT ARE SPECIFICATIONS FOR DIMENSIONS. DESIGNATED STORAGE SPACE SHALL BE DELIVERED BY D. -SUBCONTRACTOR'S FINAL WAIVERS (NEED TWO ORIGINALS, SIGNED NOT NECESSARILY LIMITED TO BLOCK I NG/STRAPPING, LIGHT GAUGE METAL 5. SPECIAL ATTENTION SHOULD BE GIVEN TO DIMENSIONS GENERAL CONTRACTOR. AND NOTARIZED) FRAMING, WALL SYS I EM AND MISCELLANEOUS METALS. I. THE TENANT'S CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE INDICATED AS "HOLD" AND "VERIFY IFY IN FIELD (V.I.F.)" E. -SUBCONTRACTOR'S ONE YEAR WARRANTY (ON THEIR LETTER- 2 - PRODUCTS AND MATERIALS o � THOROUGHLY FAMILIAR WITH THE WORK SHOWN ON THE DRAWINGS 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR z DIMENSIONS. THE GENERAL CONTRACTOR AND SUB TRADES HEAD IS ACCEPTABLE) t= o AND ON OTHER CONTRACT DOCUMENTS. SECURITY OF THE PROJECT AND MA I ERIALS WHETHER STORED A. LIGHT GAUGE METAL FRAMING cL SHALL VERIFY ALL EXISTING DIMENSIONS AND LOCATIONS OF F. -CERTIFICATE OF OCCUPANCY v) 2. ALL SAID PARTIES ARE TO NOTIFY I ENANT IMMEDIATELY WITHIN THE PREMISES OR ELSEWHERE UNTIL THE POINT OF A. DEMISING WALLS - GWB ONE SIDE. (IF APPLICABLE). , STUB-INS. THE GENERAL CONTRACTOR SHALL BE LIABLE FOR ALL G. -A5 BUILT DRAWINGS (,.) > COSTS INCURRED BY THEMSELVES OR OTHERS BY FAILING TO OF ANY DISCREPANCIES CONTAINED WITHIN THE CONTRACT DOCUMENTS COMPLETION. THIS SHALL INCLUDE ALL TENANT H. -PICTURES OF CONSTRUCTED SPACE B. INTERIOR PARTITIONS AND STOREFRONT FRAMING - I-1/2", 3-5/8", N MAINTAIN THE DIMENSIONS ON THE DRAWINGS OR PRIOR TO PROCEEDING WITH ACTION WHICH MAY RESULT IN "EXTRA" AND LANDLORD-FURNISHED ITEMS ACCEPTED BY THE I. -SIGNED OFF PUNCHLIST AND 6" STUDS AT 16" O.G. AND GA 20 MINIMUM OR AS DETAILED o CONTACTING THE TENANT IN THE CASE OF DISCREPANCIES OR ADDITIONAL COST TO THE TENANT. CONTRACTOR. ON THE PARTITION SCHEDULE.-D THE FOLLOWING DOCUMENTATION IF REQUIRED: G. INTERIOR PARTITIONS TO BE BRACED TO EXISTING STEEL BEAM BETWEEN ACTUAL FIELD CONDITIONS AND DIMENSIONS ON 3. EACH SUBCONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF I. -5- YEAR MANUFACTURER'S COMPRESSOR WARRANTY THE DRAWINGS. OTHERS AND BE AWARE OF ALL RELATED WORK TO BE PERFORMED 2. -AIR BALANCE REPORT D. PROVIDE WITH MATCHING TRACKS IN WIDTHS AS SHOWN ON Si' OTHERS, VIA THE TENANT'S CONTRACTOR. SUB I TTALS 3. -APPROVED SPRINKLER SHOP DRAWINGS THESE DRAWINGS. SELECTIVE D E M O L I TI ON 4. THE GENERAL CONTRACTOR SHALL VERIFY THE O B. HEAVY GAUGE METAL FRAMING C 02 RESPONSIBILITIES OF THE PROJECT LANDLORD IN RESPECT TO NOTE: ALL PAPERWORK TO BE SUBMITTED 24 DAYS AFTER COMPLETION DATE. STOREFRONT AND SOFFIT FRAMING 3-5/8", 6" STUDS @ 16" O.G. THE EXTENT AND TYPE OF WORK REQUIRED FOR THE STORE. AND 18 GA. MINIMUM OR AS DETAILED ON SECTIONS. PROVIDE THE GENERAL CONTRACTOR SHALL NOTIFY TENANT OF ANY I. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH MATCHING TRACKS INWIDTHS AS SHOWN ON THESE DRAWINGS. I. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED DISCREPANCIES BETWEEN THE PROJECT LANDLORD'S (2 COPIES) FOR THE FIRE PROTECTION SPRINKLERS (WITH I NAL GLEAN I �C� G. METAL FURRING CHANNELS SHALL BE GALVANIZED o ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS WHICH RESPONSIBILITIES AND THOSE INDICATED ON THE DRAWINGS. FIRE MARSHALL'S AND UNDERWRITER'S APPROVAL THEREON. GC D. METAL 'C' JOISTS ARE STA I ED ON TH15 SET OF DRAWINGS. THE GENERAL CONTRACTOR SHALL ALSO COORDINATE THE TO THE LANDLORD'S REP.). ELECTRICAL PANELS, SWITCH GEAR AND I i INSTALLATION OF THE LANDLORD'S WORK WITH THE PROJECT TRANSFORMERS, AIR CONDITIONING EQUIPMENT, PLUME I NG SHALL BE 14 GAUGE WITH APPROPRIATE CONNECTIONS Z 2. PAY REQUIRED FEES AND SECURE PERMITS. AND ALSO PROVIDE REQUIRED COMPLETION DATES FOR 11E1\15 FIXTURES, DOORS, WINDOWS, STRUCTURAL STEEL AND WELD CONNECTIONS AS INDICATED OR REQUIRED 3. THE CONTRACTOR PERFORMING DEMOLITION SHALL BE IN THE LANDLORD'S SCOPE OF WORK TO THE LANDLORD'S MISCELLANEOUS IRON WORK, ETC. (5 COPIES) TO LANDLORD REP. I - GENERAL RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS CONTRACTOR. 2. NO PORTION OF THE WORK REQUIRING SUBMISSION OF A A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED AOOD AND PL.AST I GS J a 50 AS TO FAMILIARIZE THEMSELVES WITH THE DEMOLITION 5. THE CONTRACTOR SHALL, AT ALL TIMES, AFFORD ACCESS TO SHOP DRAWING, PRODUCT DATA OR SAMPLES SHALL BE AND/OR REMOVAL WORK WHICH MAY BE REQUIRED TO THE I ENANT LANDLORD AND/OR AGENTS AND EMPLOYEES TO COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED BY ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS (TII: < Z (N PRODUCE THE END RESULTS INTENDED IN THE CONTRACT WHICH ARE STATED ON THIS SET OF DRAWINGS. ROUGH CARPENTRY 0 (N DOCUMENTS. THE WORK WHEREVER IT IS IN PREPARATION AND PROGRESS. THE TENANT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN B. EACH SUBCONTRACTOR SHALL CLEAN HIS/HER WORK AND REMOVE F THE CONTRACTOR SHALL PROVIDE FACILITIES NECESSARY FOR ACCORDANCE WITH APPROVED SUBMITTALS. ALL TRASH, DEBRIS, PACKING, ETC. RESULTING FROM THAT WORK. W IN 4. EACH PORTION OF THE DEMOLITION WORK 15 TO BE DONE SUCH ACCESS FOR THE TENANT OR LANDLORD TO PERFORM THEIR 3. THE CONTRACTOR SHALL NOT BE RELIEVED FROM I- GENERAL ct Z 0) BY THE SPECIFIC TRADE, THAT IS CARPENTRY WORK BY THE FUNCTIONS UNDER THE CONTRACT DOCUMENTS. RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SHOP G. THE FINAL GLEANING SHALL BE PERFORMED BY A PROFESSIONAL = CARPENTRY TRADE, MECHANICAL WORK BY THE MECHANICAL DRAWINGS, PRODUCT DATA OR SAMPLES. GLEANING COMPANY. A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED Q 6. G.G. TO ACCOUNT FOR AND INSPECT ALL MILLWORK FIXTURES AND D. ALL SURFACES AND FINISHED SHALL BE LEFT FREE OF MARKS, BLEMISHES, ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS < TRADES, ELECTRICAL WORK BY THE ELECTRICAL TRADES, AND SO ON. ASSORTED ACCESSORIES WITHIN 24 HOURS OF DELIVERY TO ASSURE DUST, DIRT, OVER SPRAY, PAINT SPILLS, ETC. WHICH ARE STATED ON THIS SET OF DRAWINGS. Or �' Ct THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THE CONDITION AND QUANTITY. NOTIFY THE TENANT AND THE 1. QUALITY GO\NTROL_ 0 THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE APPROPRIATE DISTRIBUTORS WITHIN 24 HOURS IF THE CONDITION E. ALL SUB CONTRACTORS SHALL REMOVE EXCESS MA I ERIALS AF I ER B. COORDINATE THIS WORK NTH THE RELATED WORK OF OTHERS ~ ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL OR QUANTITY OF THE AFOREMENTIONED ITEMS ARE NOT IN ACCORDANCE OS I WORK 15 COMPLETED AND FLOOR TO BE BROOM GLEANED. L WHICH INCLUDES BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: Z w DEMOLITION, UNLESS OTHERWISE NOTIFIED BY GENERAL WITH THE SCHEDULES AND SPECIFICATIONS CONTAINED IN THE F. GENERAL CONTRACTOR SHALL PROVIDE A PROFESSIONAL A. 14 - ELECTRICAL 0 �" ^ CONTRACTOR. CONTRACT DOCUMENTS. GLEANING SERVICE FOR ALL AREAS OF THE STORE AT THE G. FURNISH AND INSTALL ALL ROUGH GARPEN I KY WHICH INCLUDES BUT I- _ n 5. REMOVE ALL DEBRIS DAILY TO AREA DESIGNATED BY -t. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR I. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, COMPLETION OF THE PROJECT AND BEFORE TURNING THE IS NOT NECESSARILY LIMITED TO ROUGH BLOCKING, PANELS 0 M tV ALL REPRESENTATIVE. COORDINATING WITH THE TENANT DIVISIONAL ISSUING THEIR BEST SKILLS AND A I I ENTI ON. THE CONTRACTOR SPACE OVER TO THE TENANT. WORK TO INCLUDE BUT NOT BE AND BACKBOARDS. Z p Y 6. PROVIDE TEMPORARY BRAG I NG, SHORING AND SUPPORTS MERCHANDISING MANAGER OR REGIONAL SALES DIRECTOR OR SHALL BE SOLELY RESPONSIBLE FOR ALL FABRICATION, LIMITED TO REMOVAL OF ALL TRACES OF SOIL, WAS I E D. ALL WOOD USED FOR FRAMING AND BLOCKING SHALL BE FIRE-RETARDENT = (i)AS REQUIRED FOR EXISTING STRUCTURAL SYSTEMS TO PREVENT CONSTRUCTION PROJECT MANAGER AT THEIR MOST AVAILABLE SHIPMENT, DELIVERY AND INSTALLATION MEANS, METHODS MA I ERIALS, SMUDGES, AND FOREIGN MA i i R. REMOVE ALL DAMAGE DURING CONSTRUCTION. DA I E WHEN CONSTRUCTION 15 GOMPLE I E, FOR VISITING THE TECHNIQUES AND PROCEDURES AND FOR COORDINATING ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. TREATED, TESTED PER ASTM E84 AND SHALL HAVE A FLAME SPREAD (I) (0 0 id "7. DISPOSAL SHALL BE DONE LEGALLY IN COMPLIANCE WITH LOCAL JOB 51 TE AND DOING THE PUNCH LIST. PORTIONS OF THE WORK UNDER THE CONTRACT. CLEAN GLASS, BOTH SIDES. TO SURFACES REQUIRING POLISH, RATING NOT GREATER THAN 25. THE MATERIAL SHALL BEAR THE < y. - APPLY POLISH RECOMMENDED BY THE MANUFACTURER OF IDENTIFICATION OF AN AUTHORITATIVE TESTING OR INSPECTION AGENCY. �? �- ORDINANCES AND STATE ENVIRONMENTAL REGULATIONS. S. ALL 5UB CONTRACTORS SHALL GOORD I NA I ft THEIR WORK WITH THE 2. WHEN THE TENANT'S MATERIAL 15 RECEIVED AT THE JOB THE MA I ERIAL BEING POLISHED. FLOORING REQUIRING E. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY AND WORK OF OTHERS OR WITH EXISTING CONDITIONS OCCURRING 5I TE, THE SUPERINTENDENT 15 TO INVENTORY AGAINST THE WAXING, AFTER ADHESIVE HAS FULLY DRIED SHALL HAVE ANY EARTH SHALL BE TREATED WITH PRESERVATIVE, THAT IS ALSO S. THE GENERAL CONTRACTOR SHALL INCLUDE IN ONE'S WORK, I ENANT'S VENDORS LIST AND SHALL NOTIFY THE TENANT'S ''� THE ERECTION OF A BARRICADE PROVIDED BY THE LANDLORD. ABOVE OR BELOW THE PREMISES AND SHALL MAKE CHANGES DRIED ADHESIVES REMOVED. THE FLOOR SHALL BE GLEANED NON COMBUSTIBLE. Store No. FROM TIME TO TIME A5 REQUIRED TO ACCOMMODATE SUCH PROJECT MANAGER I MMED I ATELY. IF NOTIFICATION IF NONE 15 PROVIDED, GENERAL CONTRACTOR SHALL AND WAXED USING MANUFACTURER'S RECOMMENDED F. ALL FIELD LAMINATES SHALL BE DONE IN STRICT ACCORDANCE WORK OR CONDITIONS. ALL CHANGES THAT SHALL EFFECT THE 15 NOT FORTHCOMING REPLACEMENT OF SHORTAGES OR CONSTRUCT A BARRICADE 3'-O" BEYOND LEASELINE. FINAL APPEARANCE OF THE PROJECT SHALL BE APPROVED IN DAMAGED MATERIALS SHALL BE BACK CHARGED TO THE GLEANING AND WAXING MATERIALS ONLY. WITH MANUFACTURERS SPECIFICATIONS. SET UP OR BLOCKING Drawn by: Date: SECURE IN A NEAT AND STABLE FASHION WITHOUT ANCHORING GENERAL CONTRACTOR. APPARATUS AND APPLICATIONS TECHNIQUE SHALL BE HELD MWS 7/23/2010 DIRECTLY TO MALL FLOOR. INSTALL A NYLON REINFORCED ADVANCE BY TENANT. 2 - PRODUCTS AND MATERIALS AS NEAR AS POSSIBLE TO CABINET SHOP SITUATIONS. PLASTIC DUST BARRIER AT TOP AND SIDES. CONTRACTOR SHALL 9. THE PROJECT LANDLORD'S ROOFING CONTRACTORS WILL, AT 3. THE CONTRACTOR SHALL EMPLOY A COMPETENT PARTICLE BOARD SHALL BE FREE OF SHEET DEFECTS AND SHALL Checked By: Date: INCLUDE IN ONE'S COST THE REMOVAL OF SAME. SUB TRADES' WRITTEN REQUEST AND COSTS, PROVIDE SUPERINTENDENT AND NECESSARY ASSISTANTS WHO SHALL BE A. ALL PRODUCTS USED FOR CLEANING SHALL BE APPROPRIATE FOR AND BE GUT WITH A CARBIDE TIPPED SAW TO AVOID SPL IN I ER I NG. RR DATE CHECKED OPENINGS, ANCHORING DEVICES, CURBS, FLASHING, IN A I I ENDANGE OF THE PROJECT PREMISES DURING THE COMPATIBLE WITH THE MA I ERIALS BEING GLEANED. ALL LAMINA I ES SHALL BE SECURELY CLAMPED TO THE BACKING UNTIL Q. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR PROGRESS OF THE WORK. THE SUPERIN I ENDENT SHALL COVERINGS FROM SPACE; REPAIR, PATCH, LEVEL, SMOOTH PATCHES, ETC. AS REQUIRED FOR EQUIPMENT. ALL SUB- POSITIVE ADHESION 15 ATTAINED. Drawing Name' TRADES TO INCLUDE THE COST OF ALL SUCH WORK IN THEIR REPRESENT THE CONTRACTOR AND ALL COMMUNICATIONS 3 - EXECUTION AND PREPARE EXISTING SLAB AS REQUIRED FOR INSTALLATION PROPOSALS. (A5 REQUIRED). GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF A. GLEAN ALL PLASTIC LAMINA I ES, COUNTER TOPS AND METAL TRIM WITH G. UNLESS NOTED, ALL INTERIOR PARTITIONS SHALL EXTEND A MINIMUM 0001 2.D VG OF NEW FLOOR COVERINGS. GIVEN TO THE CONTRACTOR. NON-ABRASIVE CLEANSERS. OF 6" ABOVE ADJACENT CEILING OR AS SHOWN ON PLANS. 10. CONTRACTOR WILL CONTACT FIXTURE AND MATERIAL SUPPLIERS 4. THE CONTRACTOR SHALL, AT ALL TIMES, ENFORCE STRICT B. GLEAN ALL GLASS AND MIRRORS WITH AMMONIA-TYPE, NON-STREAKING H. ALL RATED PARTITIONS SHALL BE FI I I ED TIGHT TO THE ROOF DECK Drawing No. TO SCHEDULE ALL DELIVERIES.1 E5. D I SG I PL I NE AND GOOD ORDER AMONG HI 5 EMPLOYEES AND GLASS GLEANER. SHALL BE FIRE TAPED, AND ALL OPENINGS AND PENETRATIONS FIRE SHALL NOT EMPLOY ON THE WORK ANY UNFIT PERSON OR ANY G. DAMP WIPE ALL FIXTURES, I NGLUD I NG LIGHT FIXTURES. STOPPED WITH SMOKE AND FIREPROOF MATERIALS. ALL DUCTWORK PERSON NOT SKILLED IN THE TASK ASSIGNED. PASSING THROUGH RATED WALLS SHALL HAVE FIRE DAMPERS. AS 1 0 ARC- ECJRA'___ SFECPCATO\S I i Nr U c".1 N Z +r oI I Co M .HOOD A�_: JUST I GS Aqpl W ;' I 2 - WINDOWS G. THIS CONTRACTOR SHALL PROVIDE ADEQUATE PRO I LGTION FOR �l E__._ cv ALL FINISHED FLOORS DURING CONSTRUCTION. IN PARTICULAR ALL Z = ROUGH CARPENTRY - CONTINUED A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED FLOORS SHALL BE PRO I EGTED AS FOLLOWS PRIOR TO THE 0 y W c ."4- ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS ARRIVAL OF STORE FIXTURES. WOOD FLOORS SHALL BE COVERED m Q 2 - PRODUCTS AND MATERIALS WHICH ARE STATED ON THI5 SET OF DRAWINGS. COMPLETELY WITH 10 L13. KRAFT PAPER. CARPET SHALL BE C COVERED WITH 4 MIL VISQUEEN. CERAMIC TILE SHALL BE Z E-- A. BLOCKING - NOMINAL 2X, FIRE RETARDANT TREATED. COVERED WITH I/4" PLYWOOD. 0 /--- B. PLYWOOD B. GLAZING CONTRACTOR TO INSTALL ALL GLASS AND GLAZING H r-- I. BACKBOARDS - 3/4" FIRE RETARDANT TREATED. IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND 2 - INSTALLATION `_' 2. SUBSTRATE - 3/4" FIRE RETARDANT TREATED. RECOMMENDATION. GLAZING CONTRACT TO FIELD VERIFY ALL F- = ono MEASUREMENTS FOR GLASS AND FITTINGS PRIOR TO ORDERING. A. SURFACE PREPARATION: Z o0 1/10 O D AND PLASTICS ALL GLAZING WORK SHALL BE PERFORMED IN ACCORDANCE I. INSTALLATION FOR ALL ITEMS ARE TO BE I N ACCORDANCE WITH EACH W M WITH "CODE OF FEDERAL REGULATIONS COMMERCIAL MANUFACTURER'S STANDARDS, SPECIFICATIONS AND INSTRUCTIONS. z ''1 E- '\\ PRACTICES - 16; SUBCHAPTER "B" OF CONSUMER PRODUCT 2. GENERAL CONTRACTOR REQUIRED TO PERFORM A MOISTURE TEST ON Q = CJ FINISHED CARPENTRY SAFETY ACT REGULATIONS PART 1201 "SAFETY STANDARDS FOR SUBFLOOR PRIOR TO INSTALLATION OF FINISHED FLOOR MATERIAL. I,—< -.4- ARCHITECTURAL GLAZING MA I ERIALS" AND LOCAL GODES. IF MOISTURE CONTENT MEASURES 5% OR GREATER ON THE MOISTURE W L I - GENERAL EACH UNIT OF LAMINATED GLASS SHALL BE TEST, FLOOR MUST HAVE VAPOR BARRIER. z z PERMANENTLY IDENTIFIED BY THE MANUFACTURER. .. O A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED 3. IMMEDIATELY PRIOR TO INSTALLATION OF THE WORK, GLEAN , ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS G. ALL MIRRORS AND GLASS IN SALES AREAS TO HAVE POLISHED SUBSTRA I E AND REMOVE OIL, GREASE, PAINT, VARNISH, WHICH ARE STATED ON THI5 SET OF DRAWINGS. EDGES AS REQUIRED. SECURE MIRRORS WITH MASTIC OR AS HARDENERS, AND OTHER II EMS WHICH GOULD ADVERSELY REQUIRED. GLAZING CONTRACTOR TO ALSO PROVIDE AND INSTALL AFFECT THE BOND OF ADHESIVE. cf) CO 0 B. COORDINATE THI5 WORK WITH THE RELATED WORK OF OTHERS. "J" CHANNEL TRIM, BREAK METAL, CLIPS, ETC. AS REQUIRED 0 4. B G. FURNISH AND INSTALL ALL FINISHED CARPENTRY WHICH INCLUDES BUT AND AS DETAILED FOR SAME MIRROR. SEAL EDGE OF SPACE . MAKE SUSTRA I E LEVEL AND FREE FROM IRREGULARITIES. 0 fit' (o 15 NOT NECESSARILY LIMITED TO THE ITEMS LISTED IN PART "B" BELOW. BETWEEN BACKS AND MIRROR AND WALLS WITH SILICONE. ACOUSTICAL PANEL GEILING Z J 00 co T- D. ALL SALES AREA FIXTURES, GONDOLAS, END PANELS, CUBE A. SUSPENSION SYSTEM SHALL BE ADEQUATE TO RECEIVE, BUT NOT --�N UNITS, WALL HARDWARE, ETC. TO BE PROVIDED BY TENANT, SUPPORT, LIGHT FIXTURES, CEILING, GRILLES, DIFFUSERS, AND OTHER Q INSTALLED BY G.G. I (5 — NORMAL ACCESSORIES, COMPLY WITH ASTM C635. (O E. FINISHED GARPENTRY WORK SHALL BE ERECTED PLUMB (� GYPSUM DRYY�IALL SYSTEM I-----1 >C a AND SQUARE COPED AT INSIDE CORNERS, MITERED AT OUTSIDE B. MINERAL COMPOSITE PANEL - WET FORMED MINERAL FIBER WITH CORNERS IN AGGORDANGE WITH THE DRAWINGS. ALL SURFACES STANDARD WASHABLE PAINTED FINISH: PROVIDE TYPE III, FORM 2 W ~ TO BE SANDED SMOOTH AND EVEN. DRILL ALL HARDWOOD I - GENERAL UNITS, PER ASTM EI264. NAIL HOLES TO PREVENT SPLITTING, BLIND NAILS WHERE -I) 1 POSSIBLE AND ALL SURFACE NAILS TO SET. FLAT TRIM TO BE A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED G FURNISH AND INSTALL CEILING SYS I EM GOMPLE 1 E WITH SUSPENSION z 0 a 0 BACKED OUT TO PREVENT WARPING. NAIL HOLES, CRACKS AND ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS WHICH ARE SYSTEM AND RELATED ACCESSORIES, AS SHOWN ON DRAWINGS. OTHER DEFECTS TO BE TREATED TO RENDER THEM ARE STATED ON THIS SET OF DRAWINGS AND LANDLORD AND TENANT'S INSTALL GEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE Q < Z N UNNOTICEABLE. CONSTRUCTION CRITERIA MANUALS AND SPECIFICATIONS. WITH MANUFACTURER'S RECOMMENDATIONS. FINISH CEILING SHALL BE " W F. ALL WOOD USED FOR FRAMING AND BLOCKING SHALL BE FIRE-RETARDANT B. COORDINATE THI5 WORK WITH THE RELATED WORK OF OTHERS WHICH LEVEL WIT ALL JOINTS SNUG AND SQUARE. C) f- „ TREATED, TESTED PER ASTM E84 AND SHALL HAVE A FLAME SPREAD INCLUDES BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING: �-- Z W A. 05 - METALS RATING NOT GREATER THAN 25. THE MATERIAL SHALL BEAR THE B. 06 - WOOD I SPECIALTIES 1— `� Z IDENTIFICATION OF AN AUTHORITATIVE TESTING OR INSPECTION AGENCY. G. FURNISH AND INSTALL ALL DRYWALL MATERIALS, ACCESSORIES AND r� G. OBSERVE ELEVATIONS AND FLOOR PLANS FOR APPLICABLE FINISH CODES. PRODUCTS REQUIRED TO PROVIDE A COMPLETE INSTALLATION, INCLUDING, �O N Z BUT NOT LIMITED TO GYPSUM DRYWALL ON EXISTING DEMISING WALLS, I H. MATERIAL SUBSTITUTIONS MUST BE APPROVED IN ADVANCE. Q INTERIOR PARTITIONS, SOFFITS, FASCIAS AND GYPSUM WALLBOARD 7- (1)d. 2 - PRODUCTS AND MATERIALS USED AS SUBSTRATES FOR OTHER MATERIALS. ACCESSORIES Er D. APPLICATION PROCEDURES AND WORKMANSHIP SHALL BE IN ACCORDANCE ,�``�, 'j / A. PLASTIC LAMINATE (IF APPLICABLE). WITH GA-2I6 AND ASTM G840. I - GENERAL , � \,0// f,r,o'�,, B. CONTACT ADHESIVE (IF APPLICABLE). 2 - PRODUCTS AND MATERIALS A. THE WORK INCLUDED IN THIS SUBCONTRACT SHALL BE PERFORMED rte,,;' �1�, `,,..\ ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS WHICH C,,,,- ;� , A. GYPSUM DRYWALL PANELS ARE STATED ON THI5 SET OF DRAWINGS. ) jimmy 3'r= ,�.,"E= 1\ r-~ --- THERMAL AND I. FIRE RESISTANT - 5/8" THICK WITH A TYPE "X" GORE, EQUAL TO MOISTURE S GOLD B. COORDINATE THIS WOK WITH THE RELATED WORK OF OTHERS BOND � ` (.7 \ TEXAS M O I S TU RE RO TE G T I O N 2. RESI ATT - FOR APPLICATION I N WET AREAS AND FOR INCLUDES BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING: A. 06 - ROUGH GARPEN I KY , USE AS A SUBSTRATE FOR AREAS DESIGNATED TO RECEIVE TILE, NON- G. FURNISH AND INSTALL SPECIALTIES WHICH INCLUDE BUT ARE NOT /> MOISTURE PROTECTION ABSORBENT FINISH MATERIALS AND SIMILAR PRODUCTS, USE 5/8 THICK NECESSARILY LIMITED TO TOILET ROOM ACCESSORIES AND '11-, -�...) GREEN GYPSUM PAPER B AGREDS AND TAPERED D BOND MR FIRE-SHIELD G WITH MISCELLANEOUS ITEMS. �~�� ; ; �r,��`� I - GENERAL D. SUBMITTALS - PRODUCT DATA SHEETS FOR PROPOSED SUBSTITUTION ` B. JOINT TREATMENT SHALL BE SUBMITTED FOR APPROVAL. A. THE WORK INCLUDED IN THI5 SUBCONTRACT SHALL BE PERFORMED I. JOINT TAPE - PAPER ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS 2. JOINT COMPOUND - FAST HARDENING TYPE EQUAL TO GOLD BOND 2 - PRODUCTS AND MATERIALS 0- WHIGH ARE STATED ON THIS SET OF DRAWINGS. STA-SMOOTH. A. TOILET ROOM AGGESSORI E5 -aC B. COORDINATE THI5 WORK WITH THE RELATED WORK OF OTHERS G. ACCESSORIES WHICH INCLUDES BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING: I. CORNER BEADS - I-I/8" x I-1/S" GALVANIZED METAL, CRIMPED TO I. MIRROR: GENERIC ADJUSTABLE ANGLE 36"L X 18"W. TEMPERED m A. CONCRETE ALL WALLBOARD CORNERS. WITH STEEL FRAME. B. FINISHES 2. CORNER BEADS - I-1/4" x I-1/4" GALVANIZED METAL FOR DOUBLE 2. TOILET PAPER DISPENSER: RESIDENTIAL GRADE, CHROME WITH G. MECHANICAL LAYERED WALLS. PLASTIC INSERT. 3. CASING BEADS - GALVANIZED METAL G. VERIFY ALL NEW GRADES AND MATCH FLOOR ELEVATIONS WITH EXISTING D. IN I ERIOR PAINTS 3. PAPER TOWEL DISPENSER: RESIDENTIAL GRADE, CHROME WITH ADJACENT SLABS PRIOR TO EXECUTION. MANUFACTURED BY SHERWIN WILLIAMS OR APPROVED ALTERNATE, BY PLASTIC INSERT. D. ASSURE PROPER FLOOR DRAINAGE. MINIMUM I/8" PER FOOT DESIGN ARCHITECT. B. FIRE EXTINGUISHER SLOPE TO FLOOR DRAIN. (IF APPLICABLE). E. PAINT CONTRACTOR TO APPLY ONE (I) GOAT LATEX PRIMER AND BY J.L. INDUSTRIES, TWO (2) - ONE AT GASH WRAP AND ONE IN STOCKROOM. 2 - PRODUCTS AND MATERIALS A MINIMUM OF TWO (2) GOATS OF SPECIFIED PAINT TO PROVIDE COSMIC {DE, TYPE - 4A-60BG, OR APPROVED EQUAL. AN EVEN FINISH GOAT FREE OF RUNS OR SAGS. z A. WATERPROOF FLOORS WHEN REQUIRED. I. WALL/DRYWALL ROOM MODEL o 0 ALTERNATE A - 3 1/2" OF SMOOTH FINISHED GONGRE I E. PRIME: ONE (I) GOAT QUICK DRY PRIME SEAL C. TENANT TO FURNISH AND G.G. INSTALL PORTABLE FIRE EXTINGUISHER cL - ALTERNA I E B - I" OF MAGNETITE OR OTHER ACCEPTABLE FINISH: TWO (2) GOATS ALKYD PAINT IN ACCORDANCE WITH I C3 4 NFPA 10-STANDARD FOR PORTABLE FIRE v ��—, SUBSTITU I E LAID OVER HEAVY WIRE SCREENING, SCREEN AND 2. MOOD TRIM EXTINGUISHERS. v) w1= FLOOR COVERING TO BE CARRIED UP WALL 6". PRIME: ONE (I) GOAT ALKYD ENAMEL UNDER BODY D. STOREFRONT SIGNAGE ALTERNA I E G - A LIQUID VINYL-AGRYL I G COPOLYMER FINISH: TWO (2) COATS SEMI-GLOSS WATERPROOFING AGENT. F. PAINT CONTRACTOR SHALL STENCIL PAINT ALL ROOF UNITS I. STOREFRONT SIGNS TO BE PROVIDED AND INSTALLED BY B. F i RESAF I t\16 FANS, SNITCHES, ETC. WITH NAME AND NUMBER OF TENANT f TENANT'S SIGN GORPORAT I ON. SIGN SHALL MEET MUNICIPAL ORDINANCE AND PROJECT LANDLORD'S CRITERIA. THE SIGN GE PENCIL 100 SEALANT (OR APPROVED EQUAL). STORE AS SOON AS IT 15 INSTALLED IN A MANNER AND COLOR CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL 3 - INSTALLATION APPROVED BY LANDLORD AND/OR OWNER. AS REQUIRED. TO GNC, THE PROJECT LANDLORD AND THE LOCAL AUTHORITY A. INSTALLATION FOR ALL ITEMS ARE TO BE IN ACCORDANCE WITH EACH 3 - FABRICATION AND INSTALLATION AS REQUIRED PRIOR TO FABRICATION AND INSTALLATION OF . MANUFACTURER'S STANDARDS SPEC I F I CATI IONS AND INSTRUCTIONS. A. INSTALL SYS I EM FREE OF NAVES, BUCKLES AND UNEVENNESS. SAID SIGNS. w B. WATERPROOFING SHALL BE APPLIED A MINIMUM OF 4" B. EXPOSED TO VIEW - ALL JOINTS, HOLES AND DEPRESSIONS VISIBLE E. MISCELLANEOUS HARDWARE o VERTICALLY AT ALL TOILET ROOM WALLS. BELOW THE CEILING LINE SHALL BE FILLED, FLOATED, SANDED I. TOGGLE BOLTS FOR WALL MOUNTED ITEMS TO BE H I LTI TOGGLER SMOOTH AND MADE READY TO RECEIVE PAINT PRIMER. WITH BOLT #5520520" (OR APPROVED EQUAL). PROVIDED (--- DOORS ANE .�1 'DOWNS G. CONGEALED LOCATIONS - ALL JOINTS, HOLES AND DEPRESSIONS AND INSTALLED BY G.C. Z cam, CONCEALED ABOVE GE I L I NG LINES AND BEHIND PERMANENT FIXTURES 2. STOCK ROOM SHELVING AND STANDARDS TO BE SUPPLIED BY 1E3 SHALL BE FILLED AND TAPED. TENANT, INSTALLED BY G.G., VERIFY SPECIFICATION ON PRODUCT J CY D. EX I ENT ABOVE CEILINGS - GYPSUM WALLBOARD SHALL EXTEND A MINIMUM OF 6" ABOVE THE ADJACENT CEILING LINE. WITH DESIGN ARCHITECT BEFORE INSTALLATION. J M I - DOORS AT DEMISING WALLS, DRAFT STOP PARTITIONS AND FIRE-SEPARATION WALLS, 3 - INSTALLATION Q Z N THE GYPSUM WALLBOARD SHALL EXTEND FULLY TO THE UNDERSIDE M a N A. THE WORK INCLUDED IN THI5 SUBCONTRACT SHALL BE PERFORMED OF THE STRUCTURAL DECK ABOVE, UL DESIGN #U456. A. INSTALLATION FOR ALL ITEMS ARE TO BE IN ACCORDANCE WITH EACH W N ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS E. GYPSUM WALLBOARD SHALL BE INSTALLED WITH ALL MANUFACTURERS STANDARDS, SPECIFICATIONS AND INSTRUCTIONS. Z CD WHICH ARE STATED ON THIS SET OF DRAWINGS. CORNER BEADS, TRIM, ACCESSORIES AND MOLDINGS, ETC. AS B. ALL ACCESSORIES TO BE MOUNTED AS PER LOCAL AND STATE < = �} B. ALL DOORS AND DOOR HARDWARE PROVIDED AND REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR HANDICAPPED GODES. (SEE ADA NOTES). D V) INSTALLED BY THE CARPENTRY CONTRACTOR. SEE DOOR PAINT BY DRYWALL CONTRACTOR. REPAIR AND PATCH G. NOTICE THAT PAINT ON THE WALLS MUST BE COMPLETED FOUR DAYS C1 SCHEDULE FOR EXCEPTIONS. COMMERCIAL GRADE FINISH EXISTING WALLS AS REQUIRED TO ACCEPT NEW FINISHES. PRIOR TO INSTALLATION OF SUCH GRAPHICS. (I) n HARDWARE, LABELED WHERE REQUIRED, SHALL BE USED H V THROUGHOUT. ALL EXISTING DOORS TO BE IN PROPER (/)S P A'�_ S W WORKING ORDER. FLOOR FINISHES 2 I Z Z Co G. SOLID GORE WOOD DOORS SHALL BE MANUFACTURED IN I GENERAL �„ _ ACCORDANCE WITH THE LATEST NATIONAL WOODWORK A. THE WORK INCLUDED IN THI5 SUBCONTRACT SHALL BE PERFORMED 0 ~ MANUFACTURER ASSOCIATION INDUSTRY STANDARD. DOOR ACCORDING TO THE GENERAL CONDITIONS AND REQUIREMENTS WHICH 1• 1 Z_ p Y HARDWARE SHALL BE RUSSWIN, SCHLAGE, YALE OR GORBIN. ARE STATED ON THI5 SET OF DRAWINGS AND LANDLORD AND TENANT'S ACCESS PANELS 0 FINISH TO BE U526D OR US32D. VERIFY INFORMATION WITH DOOR = � Q � SCHEDULE. CONSTRUCTION CRITERIA MANUALS AND SPECIFICATIONS. A. FURNISH AND INSTALL ACCESS PANELS WHERE INDICATED ON THE (f) B. COORDINATE THI5 WORK WITH THE RELATED WORK OF OTHERS DRAWINGS, REQUIRED BY THE NATURE OF THE PROJECT OR Q r- a D. ROLL-UP GRILLE (IF APPLICABLE) SHALL BE PROVIDED WHICH INCLUDES BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING: REQUIRED TO SERVICE EXISTING DEVICES IN THE SPACE. INSTALL 'ct' c. AND INSTALLED BY THE GRILLE MANUFACTURER. ROLL UP A. CONCRETE ACCESS PANELS IN DRYWALL MALLS AND CEILINGS. THE ACCESS H GRILLE SHALL BE MANUALLY OPERATED WITH A MANUAL G. EXTENT OF FLOORING WORK 15 INDICATED ON DRAWINGS AND SCHEDULES. PANELS SHALL BE OF SUFFICIENT SIZE SO THAT ALL EQUIPMENT RELEASE EXIT SYSTEM. IF GRILLE 15 OVER 101-0", GENERAL D. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO WILL BE COMPLETELY SERVICEABLE. PANELS SHALL BE PAINTED 1 2 CONTRACTOR TO PROVIDE POKER FOR MOTOR. THE EXECUTION AND COMPLETION OF FLOOR FINISH APPLICATIONS AND TO MATCH THE WALL OR CEILING IN WHIGH THEY ARE LOGA I ED. Store No. A SIGN TO READ "THIS DOOR TO REMAIN OPEN DURING BUSINESS INSTALLATIONS IN ACCORDANCE WITH THE DRAWINGS AS HEREIN SPECIFIED. B. HOURS." TO BE PLACED ON GRILLE BY G.G. E. G.G. TO INSTALL ALL FLOORING IN ACCORDANCE INSTALL METAL ACCESS PANELS FURNISHED BY OTHER Drawn by: Date: . BOTTOM BAR AND GUIDES TO BE WITH A MATTE WITH MANUFACTURES SPECIFICATIONS. G.G. TO COVER FINISH FLOOR CONTRACTORS FOR ACCESS TO MECHANICAL OR ELECTRICAL MWS 7/23/2010 FINISH. GRILLE INSTALLER TO INSTALL GRILLE COMPLETE IN WITH MASON' I E UNTIL ALL CONSTRUCTION 15 COMPLETE. COORDINATE EQUIPMENT. PAINT TO MATCH ADJACENT FINISHES. OPERATING ORDER PER MANUFACTURER'S INSTRUCTIONS AND WITH TENANT REPRESENTATIVE. Checked By: Date: RECOMMENDATIONS. VERIFY INFORMATION WITH DOOR SCHEDULE. MECHANICAL GAL_ F. VINYL TILE: DURING DRYING TIME OF ADHESIVE THERE 2 RR DATE CHECKED E. GLASS SLIDING DOORS (1 F APPL I GABLE): SLIDING SHOULD BE NO FURNITURE OR HEAVY TRAFFIC ON THE FLOOR. Drawing Name: MULTIPLE TRACK DOORS SHALL BE "INKAN" GROUP; RDM ALSO DO NOT WASH TILE DURING THIS PERIOD. AF I ER 48 GLASS 5Y5 EMS 510 SERIES, OR EQUAL FINISH TO BE PONDER HOURS FLOOR TO BE WASHED WITH A NEUTRAL FLOOR GLEANER, I - GENERAL 000 1 2.DVG WH I I E. DOORS TO HAVE SILL LOCKS AND ARE TO BE LOCKED IN PROPERLY D I LU I ED. RINSE FLOOR WITH GLEAN WA 1 ER AND THE OPEN POSITION DURING BUSINESS HOURS. DOORS SHALL ALLOW TO DRY. THEN APPLY AT LEAST THREE (3) GOATS OF A. CONGEALED SPRINKLER HEAD TO BE USED IN ALL Drawing No. BE A MINIMUM 1/2" LAMINATED GLASS. VERIFY WITH APPROVED FLOOR FINISH. GLEAN SURFACE WITH A NEW MOP HARD CEILINGS. DOOR SCHEDULE. FOLLOWING APPLICATION INSTRUCTIONS. B. SEMI-RECESSED SPRINKLER HEADS TO BE USED IN ALL DROP CEILINGS. G. ALL SPRINKLER HEADS TO BE WHITE. As _ 2 0 •KEY NOTES: = U eNV ago Z N oC) . it MALL BARRICADE LEASE LINE �7 a0 00 M 0 LANDLORD'S NEUTRAL PIER/SULKHEAD. AA� W '' ' EXISTING FINISH TO REMAIN. G.G. TO PATCH, FJ f-- ., crl i I IVI L C I LA.: GLEAN �' Z = - EXISTING D20 1)20 EXISTING SALES AREA r, AND RENDER EXISTING FIXTURES AND c U LIJ x D20 AGGESSORI ES TOTALLY OPERATIONAL TO m „Q TOILET ROOM ( .--4). D(5 (r).T.f.) (D-2) (io) _�� LIKE NEW GOND I TI ON. z cc) �-&- --( DII D4 04 D6 III O I- 10) D8 D6 Db r. D20 D2b ALL PLUMBING LINES TO BE SCOOPED AND U r�- H 0 GLEANED J Cr' (� w � - - - - - - - - -II76) r-1---- t ! ! L -1 ----1-----+-----I 1-----+-- --I I---I ----I----- _ ELEGTRIGAL EQUIPMENT LOCATION. G.G. TO 00 I i I I 1 ! T I I I i t I I I 1 N-) 1 I I I I II! ! I I i I 1 1 I ! N� �N� ! ! i I 1 I 1 Nl 1 '4) I I I I 1 I I I I 1 1 D26 PROVIDE SERV I GE GHECK. Z > r,.,-) 1 I _H 1 III 1 I I 1 I I I I I �`'� \ I I I i I I 1 \'' i \l 1 I I I 1 I I f I I 1 I I Q I - -- L- ---- -{----� ---- -I_ ----�-I--- -1- r-----�--- -i--- !- t---- t- t- n-r----,---- �F- --r--- -1 r 7" -1 r -I r -4r-T---- -1 r -1 -i L 1 c� c C-7 ......J I -� I I I i I f I I i I I I I 1 ! ! I I I I ( I I i I I r r -r =_4_ =gL -T---- i J = N I I 1 ! I I I I I I 1 I I ! I I i I I I 1 I 1 1 1-1- - -, (- ,. -3311 I Q 1--'- �- I I I I I I I I I I 1 I I ! i I I II I I I I r' >.< �- i I 1 I I I I I I I 1 1 I I I I 1 i t 1 I I I I I I I I W C/'3 W_ iI--I- ---I I-3131--+- ---I 4-3131---� -1 4-3131---1---4I--I 4--- -3133 3131---I 1---3131 4 3131---1 f------�3131 31311 4-31311---hl--I ~- 3131---I 4--- --1 3131---1 t' 't -I t 3131---1 _ 1--- I I I I I I I I I 1 i t I a------1-- I r"--3131 �1 Z I I 1 I r- -1 1 1 i 1 ! 1 r--r-----t-1 I 1 11 ! 1 i i r l I , ! ■ I 1 MALL BARRICADE p p c� c� c� c c� V c� 7 L_ —_J I 1.L� _ I I -c,'� I Y_y 7 L-4 i.- J I I ( 1 I xL,� ' 1 I i y L� I II I I 1 xLac_y_ �---3131 _ 1 I = r T �"3131---6 = I ,, I (.� M I I fi 9 ---_fi_ I I I 1 I r T -1 r I II I 1_1 J L L 1 .1LJ____, ,_)r. ___1L J J L L J. 1LJ___�.,_ J J 4- 1- -I \ a 1 r1-r`I r-T-r-1 1-_I___Y_. -_--I El.-T-1 r-r-T-I II--I---Y- ---- r--T-11 r-1-T1 L___- \ I I I---I-4--I I-4-1--I r-r-----r 3131---r I-4-1--I I-4-1--I Ir-r----t--3131 1-4-4--I I-4-4---I -1il 3131 N Db/ I I 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 II I I 1 1 1 1 1 1 1 1 I 1 I II DEMOLITION PLAN KEY NOTES I I r1.-r-1 r--t-r--1 I 1 ! I r-r-r-1 r--t-r-I !I I r--t-r-1 r--3-r-1 1r,, 00 0 I I L1_LJ L1_LJ I I I I L1_LJ L1_LJ !I i I L1_LJ L L1_L II — L___ rr-II-- -i -i r r -t �r-i r �r -i r r -r Tr-1 r -1 -r I r -t I Ik `` D2b d'(Q I I I I 1 1 1 I I I I i ! it I ! I I 1 1-----311-11,---I--3131--r, I I I I 1 1 I i i I i I I II -i 1 3131- I 1 1 �� (P4) REMOVE EXISTING DOWNLIGHTS GOMPLETE (�M I i I 412 I I 1 c7 r7 I r r 11 1 c7 t7 I r I D7 I 1 W 1 I 1 I 1 P.77. ==11.---.e-====.4 ! I I I IG-p=='-`_e 3131= 1 1 I m--' �- ---I 4---- +3131---I I--3131---!3131- -I I-3131---I---$1--I I-3131--4I-3131--4 I--- -+3131---1 I------1-3131 -I I-----+3131-h1--1 4- -I I--- -+3131---I r -t -1 1- 1 II I - I I I I I I I I I I I II I I I I I I I I I I I l I I I I I 1 II I 1 r 1 1 I r -1 -----1-+ (pt,) REMOVE EXISTING TRACK LIGHTING AND HEADS I i I I I 1 1 I i I I I I II I 1 1 I 1 ! I COMPLETE O I I I I I I I f I I I ! 1 I II I 1 I i I I 1 CI) NI C3 1_11_ J I L L 1 _ILJ L 1L J I L L I IL__J I J J L. 4- a I I r -T-1 r -r-1 1 I I I r -T1 r -T1 I II 1 r r -r1 r -T1 I X0 EXISTINS I I n I-4-4--I 1-4-4--1 I I c, /C7 I 1-4-4--I 1-4-4--1 I I L__I T-, 1-4-4--1 1-4-4--I I- I I I I I I I I I 1 1 1 1 I--1--- --4-'----1 1 1 1 1 1 1 1 1 i 1I_--Y- 3131- 1 1 1 1 I I 11 ([7-1) REMOVE EXISTING 2x2 LIGHTS COMPLETE SERVICE ROOM I ! 11 r 311-1-I r-t-r-! r-r----T 3131---I I-1 1-1 1313 311-1 I Ir-r----fi--3131 r-t-r-I 1313 311-1 I W I IIL1_LJ L1_LJ I I I I L1_LJ L1_LJ 1 II ! L1_LJ L IL1_LJ T 1 I tr-1+ -1 -n -1 r r -r -T r-1 1- -r I- -1 -1 r r -r T1--1 r -I -1 / / f ! u! ! ! ! i I 1 1 I f 1 1 I! 1 ! 1 I : REMOVE EXISTING FLUORESCENT STRIP LIGHTS Q I 1 rill Db I i I I I P12 I I I I I I I 1 I ► ! r4D2b j`I I I II I I I I I I I > I I I 1 I I I I ! 1 I \ (D8) �31/31/ I 1 r III i I I I I i I I I I I 1I I I I I I GOMPLETE IF-41------I----r.4I--31 31-------I 1------I -I I-----4---ti--I 1------11-- --I #-----4-----1 4-----4-----1 1-----4---t-I--I 1- -I 4-----4-----I t- -t -I t------1 I < Z I I I I I 1 I I I I I I I I I I I I I I I I I �AI1 1 I I I I i I I I I I I I I I L 1 1 I II i 1 1 1 i I I ! I I II 1 I 1 I T 1 REMOVE EXISTING DOOR, FRAME AND CU-10(N I I f I I I I I I I I I 11 I I I I I (rio) HARDWARE SHOWN DASHED GOMPLETE H , 1_111 J II J L L i LJ L 1L I J L L I 1I I J J i- -J I Z I III-1-1--1 r-T-r1 I ! l I 1-1-11 r-r-T1 II I r F-7-T-1 r7-T1 W 1 I I III--I-4--I 1-4-4--1 F=p==�_ ___R I-4-4-_I I-4-4--I IF=F==n-=#n-3131== I-4-4--I I-4-4--i \ I r I I i 1 1 1 I I I 1 1 1 1 1 I 4--, 1=-, I 1 1 1 1 1 1 1 1 11 I L , I I I I I I I I r_--- 1 I- -Ia I 1 1 II 11-r-1 r-t-r--1 I I I I 1313-r-1 111-r-1 II I I r-1-r-1 r-1-1-1 REMOVE EXISTING PARTITIONS SHOWN DASHED d Z — KPi _rt-- -i II LJ_LJ L1LJ I I I i L1LJ LLJ iI I I L1_LJ L LJ_LJ D11 COMPLETE ( PICAL)I I I �I 1 -1 r 1 r �I i i Ir + I r I i r TI I 1 I r l N O 1 I I J II I II 1 I i I I 1 I I I I 1 III il I N. I I I I i I I I i I I I I I II I i 1 1 , r '-r-' 1 I I I I 1--I-----4--_----I I I I i II--I------L--3131 1 1 \N� , REMOVE EXISTING VALANCE COMPLETE - (�' Q i}-4u__--I I-----4-----I +-_----+ --1 I-----4 -tP=1== s= `;---41-3131--1 I-----+-----I I-----4-----I 1-3131--4 1-P=f== _ ,3131-- -----I +-3131---�3131---I r -r -1 t 3131---1 ,' D12 PATCH EXISTING GEILIN& AS REQUIRED I—+—I I I I I I I I 1 3131- I I I 1 I i t I 3131- 1 I I I I I I I I I I I I I I I I I I I I I r----; �-7 ^4\--.),,�', ,, 1 ! I I I I i I ! ! II 1 I I 1 ,, REMOVE EXISTING FLOORING COMPLETE TO �, I I L 1 L I ..1LJ L 1L I J L L I 1LJ I J J 4- 4- -I Db _ 1 L4_4--T-r1 r-I-r1 I I I I ET1 r1 F1 II I r r�r- I4 CONCRETE SLAB. PREPARE TO RECEIVE NEW \v,/J L 1 -1 1--1-1---1 I I i I I--1-1--1 1-4-1--I I L I ! I--1-1--1 I--1-1-_I I n SURFACE -- -1 1 I I I I I 1 1 1 1--I---x--I----R 1 1 1 1 1 1 1 1 II--1----c-TA---- 1 1 1 1 1 1 1 1 L____ -1�' r �� -j-li r_t-I t-1-r-I I I L' IL 1 r--t-r-1 r--r-r-1 I1 f L' r--t-r-1 rrt r-I it 1 F/\\ _LJ L1_LJ I 1 I I L1_LJ LI_LJ II I I LI_LJ L L1_LJ I n I I !I\.� /:';�:� E --1 -1 -I r r 1 7 r-1 r -f r -1 -1 r r -r TI -1 r -1 -1 I r -1 I Ir<1 1 , "�I =-,-r t - --, = I I I i I 1=� t -1 T- - I II I I I I 1 D15 REMOVE EXISTING GEILINC� SYSTEM COMPLETE ,\[ -- I . ,DI ! c IL _ 1 L L� ILA I I I I I L� 1 L� L--I 1 c� ILA l II I 1 I L� ILA L� 4� L- I I J J Ike-- I ,.� C n 1 a ,,S, L ; 1 J CO cr--)1I (DID) ! I --�-- I I I I I 1 r 3131--T_ 1 I I rt r t---3131 -p ^ %� ,.c, .\ I I I I I I I I I I I I ! I II I i I I ! I I .� --+-----I I------I-----I 1--- -4 --I I-----+--3111---I 3131 J 3131-- ----I 1-----+-----I I---- 4-----I 1-----4--+1--1 1- -----I 1----- -----1 i i -i t 3131---1 �+, i REMOVE ALL EXISTING? WALL FINISHES TO _T-9 n I I I n I I ri r'jr--L-- -ra I I 1 I I I F u--► I- I I I I 3131-1- D ,, ,r=a 11 1 1 I 1 I I I I I I i I i I MALL BARRICADE DRYWALL ' `Y I I I I I I I I I III I I i t �N\ �NIJ I I I 1 I i I 1 1 ,N� N, 1 1 1 I {1L ----r---��i L T �I-31 --1 L il- - __ - 1 I I 1 1 I I J L J L_ I 1 I 1 I 3131- �. M 0 - - - - - - � - - - - - - - � � �` .,r 31 , �i (P20) REMOVE EXISTING FURR-OUT CONSTRUCTION 0\ GOMPLE I E (TYPICAL) is I I r, r, r, r, , r. Pb � 20 1 2 REMOVE ALL EXISTING FLOOR FIXTURES 4 D21 COMPLETE (TYPICAL) r • 411t I m P26 REMOVE EXISTING STOREFRONT 01 GONSTRUGTION COMPLETE Q NOTE: LANDLORD TO PROVIDE MAL-VIAL TYPE BARRICADE FOR TENANT'S CONSTRUCTION (AS A 0 CHARGE BACK TO TENANT OR TENANT'S SC). TENAN --I , \ / G.G. SHALL COORDINATE EXTENT OF NOTES TO PROVIDE GRAPH I G S PER MAGR I GH BARR I GADE G.G. SHALL NOT DISCARD EXISTING G.G. TO PATCH AND/OR REPAIR v 0_ I I 0\w P L A\ SALVAGE/RELOCATION OF EXISTING TEMPORARY BARRICADE AND FIXTURES,EQUIPMENT,ETC. WITHOUT DRYWALL AS NECESSARY TO ELEMENTS, INCLUDING BUT NOT LIMITED DUSTPROOFING BY G.G. - SEE DESIGN GUI DEL I NES A z TO THOSE INDICATED AND NOTED STOREFRONT BARRICADE NOTES —I- - (- GNG CONSENT. MAINTAIN EXISTING FIRE RATINGS. SCALE: 1/4" - I'-O" ABOVE. ON SHEET 'GS-2' --1 L n' Z - V) D_ (...)v) w l) o Ie Z 0 l) NOTE: NO SAKI GUTTING VIII THOUT PRIOR IAIRI TTEN > APPROVAL OF MALL STAFF AND TENANT U_I COORDINATOR. SAIAI GUT ON GRADE ONLY. ALL 0 OTHER AREAS TO BE GORE DRILLED. MAX. GORE La DRILL HOLE SIZE IS I/8". o (N z -I cY INO < Z (N MON w � h ct z0) < _ DQ U Or : Ch (I) I— O Z w 00 / F- o zaChY o _ v' 4 , cn (o 0 w /t. H CL Store No. 2 Drawn by: Date: MWS 7/23/2010 Checked By: Date: RR DATE CHECKED Drawing Name: OOO12.DNG NOTE: ALL DIMENSIONS AND EXISTINS CONDITIONS Drawing No. SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE ON SHEET 'GS-I'. 0 • DEMOLITION PLAN KEY NOTES: KEY NOTES: I ii U N1 .92 0) Z N 0 o (DI) LEASE LINE ` o0 CC Q REMOVE EXISTING STOREFRONT LANDLORD'S NEUTRAL PIER/BULKHEAD. q� W 1-- 1 026 EXISTING FINISH TO REMAIN. G.C. TO PATCH, �J CONSTRUCTION GOMPLE 1E REPAIR AND REFINISH AS REQUIRED. ' Z . REMOVE EXISTING STOREFRONT TRIM AND U x <I >� SIGN COMPLETELY. PREPARE STOREFRONT I I cc) W FASCIA TO RECEIVE NEV FINISH. Z I- 0 GC TO REMOVE OC) EXISTING BULKHEAD ~ Z fie TO 14'-O" A.F.F �Cla z >Q M - rl = V c r. }G I W til 1...1.3 . O o � I -1- —r— —1- -r —r —I I 00 0 Npo 11111 I I m ZJoO 4< I -1 t rN ;1 —t. T _ clo N , ,/, N , ,i, 1-4,4 ,,, N ,/, N ,, Un J - 1 N / N / 0O N / '\ // I CWOC\sl Q Z x / / :4. O - .. /XN ' r Z W Q► / N X r" 4Z r N // 'x I NOTE: ALL DIMENSIONS AND EXISTING CONDITIONS N Z / AND VERIFIED BY THE b 4 I II/;, /i, / /i SHALL BE CHECKED r-1/)/ 'N I , ,/ CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE ,, �I I // \ I I I ON SHEET 'GS-I'. �- ',T. tl F ,; — – / ' ---- —}----i VO r/�' %/'4/ I I \ \ ''C,7 CI\P ' ''''\ \\-FINISHED FLOOR JIMMY %/EPS (-^) 30k-ii, 5e Jy2 H D UN I`V E :E'A.L/O1 r i TEXAS 0 T STOREFRONT DEMOLITION ELEVATION � � r, f 0 NOTE: GRAPH I G FOR BARRICADE NEED NEED'S TO ADHERE d OF � , SCALE: 3/8° = I' - ON TO LANDLORD'S DESIGN CRITERIA. DEPICTED GRAPH I G 15 SMALLER THAN REQUIRED. c a_ Q K I U) m D CZ 0 C) Z _i z 0 z cY F=- o I EQ. EQ. ` V) w / / g) w Cl 413, EX To REMOVE s TOP OF BARRICADE 0 (ici)/EXISTING BULKHAD Lid 1 cs3 I—I—r CL OF GRAPHIC N O z m I J °r M GRAPHIC FURNISHED BY Q m g (N GNG INSTALLED BY G.G. N \ W 2 IN \\\\\ \\\ III ‘ , - ,\ (f' 1—Uo 42:' v) I z W (0 0 � o 7 I 0I— pI ZZou- Y 0 = v) < � GRAPH I G (/) co0w U ,\\ =" C4 E Store No. 1 2 . \ t I \\__ Drawn by: Date: FINISHED FLOOR MWS 7/23/2010 Checked By: Date: FINISHED FLOOR RR DATE CHECKED STOREFRONT DEMOLITION ELEVATION Drawing Name: SCALE: 3/8" = I' - o" 0001 2.DVG GO N5TR.UGT I ON-CSR A --I G A BARRICADE DETAIL Drawing No. D- I SCALE: i/4" = I'-O" D 2 O • c E v 12GA. MINIMUM STRUCTURAL g Z cv STEEL STRAP STEEL ``n 1"WIDE x 2"LONG I ., SHOT-IN ANCHOR W 12GA. DIAGONAL BRACING "HILTI" DN27P87 (- WIRE. PROVIDE (4) TIGHT _.!' OR EQUAL TURNS WITHIN 1 1/2" �'- 0 Cw.1 Fin BOTH ENDS ,r' / V 13GA. x 3/4" WIDE 1 CEILING CLIP 1 ' "HILTI" OR EQUAL Z Co /-*, \\ 12GA. VERTICAL HANGER F- ,� WIRE. PROVIDE (3) TIGHT .,C.TURNS WITHIN 1 1/2" 0 F-- FROM BOTH ENDS iz AT STEEL BEAM Z > WEB MEMBERS All. . BOTTOM CORD M x ' �' w cr- 18GA. METAL-LITE EACH SIDE W ,,,,„(,) � dh L SLOTTED TOP TRACK � LI 'i"' w/ #10 SCREW © .,�•,� EACH LOW FLUTE OR ° ' 45° (3)SCREWS TO 12GA. PLATE 100 0 c� > 12GA. DIAGONAL BRACING E�0 d'((O 12GA. VERTICAL HANGER \ _-� WIRE. PROVIDE (4) TIGHT I 4-40 N op WIRE. PROVIDE (3) TIGHT TURNS WITHIN 1 1/2" __�_ T- TURNS WITHIN 1 1/2" FROM BOTH ENDS oj FROM BOTH ENDS I STUD PERPENDICULAR TO STUD PARALLEL TO E-I I c° NOTE: STEEL DECK TOP OF STUD STEEL DECK TOP OF STUD DIAGONAL BRACING WIRE SHALL BE PARALLEL TO JOIST. DIAGONAL TO SLAB DETAIL TO SAIL X o BRACING WIRE CAN NOT BE PERPENDICULAR TO JOIST. w 1- Ict AT OPEN-WEB STEEL JOIST j - I 000 TYPICAL SUSPENDED CEILING HANGER AND SWAY QZN WIRE TO STEEL FRAMING CONNECTION DETAIL CWo 1"=1'-.0" STUD TO DECK DETAIL B Z w r Q Z r� NZO PROVIDE ADDITIONAL 12GA. SWAY U 1 r'' Q= WIRES TO .MAIN RUNNER IN 4 I r- (n 0- DIRECTIONS (90') @ 12'-0"o.c. <, MAXIMUM. SWAY WIRES ARE NOT `'\ �;� ;i % �/REQUIRED FOR CEILING AREAS ,� ,� ��i �� LESS THAN 144 S.F. PROVIDED 1 C�� ,� / I CEILING AREA IS SURROUNDED BY I t r'�, f 4 X 16GA. DEEP LEG WALLS, PARTITIONS AND OR ! ` 0 4 l ,- _ °" TRACK X 1'-0" .• `Ire`, �' L. ; �, E 11 W 2 10 S.M.S. DROPPED SOFFITS. ' EACH POINT �`" rr,rr; ..r. r � � III VERTICAL 12GA. WIRE TO SEE SCHEDULE 0 A �,, t f 6" MIN.>1/8 J� -- III SUPPORT MAIN RUNNERS U!I ' 7P �'-`� t E Ls ' I II NO.12-14 TEKS ONLY (ADDITIONAL WIRES B : 0 : ,Iz V SCREW EACH STUD REQUIRED © LIGHT FIXTURES ,'�' 2"x2" CLOSURE ANGLE AT -\/'- I 0 ��`�' ; `:�°� TYP , PERIMETER IN EACH ORTHOGONAL I �� ` >1^�gJ�1-12 DIRECTION, ONE END OF THE I �3 / 0 I I I I CEILING ANGLE SHALL BE a 1 MIN. I MAIN RUNNER <> II I-... VERTICAL STRUT AT I ATTACHED TO CLOSURE ANGLE. 8" MAX. TYPICAL FOR MEAL ---,/,-t-- I EACH BRACE POINT I THE OTHER END IN EACH III SEE SCHEDULE - I HORIZONTAL DIRECTION SHALL BE - - - 1$T$ J �' STUD & TRACK TYPE Z I SEE WALL SECTIONS 0 X 1 I II ( I 0.75" CLEAR FROM WALL AND AND METAL STUD .. METAL STUD C4 16 o.c.(U.N.O.) ln 6" MIN. 1-1/8 J� III ( 2-N0.10-12 TEKS I SHALL REST AND BE FREE TO CROSS RUNNER .. r----- MAX. SCHEDULE EACH SIDE 0 PER TABLE BELOW. PROVIDE !- / `� SLIDE ON ANGLE. --�- C Q EACH STUD I SCREWS © EACH SIDE TYP. I BRIDGING © 4'-0" O.C. OR D_ Q!/ 1 ! I OF CROSS RUNNER ( 6'-0" MAX. 12'-0"o.c. E.W. PER MANUFACTURER WHERE `'' `'' e . s . s .s 0 GYPSUM BOARD IS NOT APPLIED I WALL PARTITION AND OR DROPPED SOFFIT LATERALLY Q ° ' , '° '° 'b ' S S TO BOTH SURFACES. BRACED INDEPENDENT OF CEILING ° A 0 NOTE: FOR CONNECTION OF VERTICAL AND DIAGONAL WIRES TO FLOOR OR ROOF SEE 0 MAIN RUNNER MAIN RUNNER TYPICAL SUSPENDED CEILING HANGER AND SWAY WIRE CONNECTION DETAILS. CROSS RUNNER NOTES: STUD HEIGHT 0 ..- 1. FOR CEILING AREAS GREATER THAN 2,500 (h) METAL STUD SIZE REMARKS SINGLE STUD TO BOTTOM TRACK o p/ ' S.F. PROVIDE A SEISMIC SEPARATION JOINT '� 1 ILI TOP OF SLAB � 0--ELEVATION 0 ELEVATION 0 OF 0.75" PER ASCE 7-05 13.5.6.2(d) <6'-0" 4"x24GA. DRYWALL STUD SEE ELEVATION 0 � >6'-0"< 8'-0" 4"x18GA. S STUD SEE ELEVATION A z z O 2. SEE ARCHITECT FOR REMAINDER OF z SUSPENDED CEILING INFORMATION. >8'_0"S18'-0" 2-4"x18GA. S STUDS SEE ELEVATION 0 B METAL STUD ELEVATION � 0 5 5 TYPICAL SUSPENDED CEILING TEE GRID BRACING DETAIL uu 3 METAL STUD SIZE (Y [Y. 1".1,_0„ 0 o GAME 3 5/8" 4" 6" 8" N } i ICY- Z-- TOP TRACK, FOR CONNECTION SEE TYPICAL PROVIDE 16GA. TRACK r -n,P 14 27'-0" 29'-3" - - NON-BEARING WALL CONNECTION DETAIL 1/- EACH SIDE OF JAMB )�1-12 - - (`(� (V 1/8 LAP EA. LINTEL TO JAMB W/ ✓-- �-- 16 _25'-3" 27'-4" - - (3)-#8 SCREWS © 4" DEEP - - LINTELS AND (4)-#8 SCREWS SYMMETRICAL © �� (EN BOTH - 18 23'-8" 25'-6" _J V) 6►, STEEL STUDS FOR 6 LDS 20 21 '-6" 23'-3" 30'-0" 30'-0" < 0 DEEP LINTELS SIZE AND SPACING J i 1 8 Oe PROVIDE DBL. JAMB STUDS • • SEE SCHEDULE 16GA. UNPUNCHED NOTES: I- 20GA. FOR LINTEL SPANS TRACK TOP AND JAMB AT EACH SIDE EACH SIDE w C� I` at STUD Q EACH STUD 1 . MAXIMUM STUD HEIGHT "H" FOR STUDS © 16 O.C. UP TO 6'-0"; AND 16GA. . BOTTOM OF LINTEL EXTERIOR LINTEL SPAN -' C FOR LINTEL SPANS 6'-0" , Q w e• 2. SEE ARCHITECTURAL FOR OTHER CONDITIONS. Q N AND GREATER i • 7 LINTEL MEMBERS G- V��LY /e. e��.e, .. �,e ° •.4 e e e e a`b e Q A SEE SCHEDULE :° ° ° ., ° _° _ ° ° ° Q S 0 ,,.. . . ._ . ,.. ,.., ,.PROVIDE 18GA. TRACK o U (f) r (1) BAY BLKG. (TRACK EACH SIDE OF JAMB SCHEDULE Z w ® lip OR STUD) © DOOR LINTEL BEAM STUD #10 SMS ©12"o.c. TYP. #10 SMS ©12"o.c. TYP. BOX STUD TO BOTTOM TRACK O � SEE SCHEDULE FASTENERS '° C OPENINGS ONLY WIDTH aI �� SIZE AND SPACING REMARKS Iz � a DOUBLE STUD TO SLAB DETAIL JAMB HILTI X-U POWDER DRIVEN _ _ FASTENER (0.145"0) © 24"o.c. 0 to (, STEEL STUDS FOR DETAIL = DETAIL 2 HILTI X-U POWDER DRIVEN _ 'Q -- NOTES: FASTENER (0.145 0) © 16"o.c. Q7 I-• SIZE AND SPACING ( I 1. FOR STEEL STUD AND TRACK TYPE, SEE PLANS, SECTIONS AND SEE SCHEDULE - LINTEL SCHEDULE U.N.O. - METAL STUD SIZE SCHEDULE. 3 #10 SHEET METAL SCREW ( ) 2. FOR METAL STUD FASTENERS, SEE METAL STUD FASTENER Store No. SPAN LINTEL SIZE SCHEDULE. q- #12 SHEET METAL SCREW - -` 2 <6'-0" 2-4"x16 GA. METAL CEE STUDS Drawn by: Dot( .. + 5 MWS 7/23 BOTTOM TRACK, FOR CONNECTION <6'-0"-<8'-O" 2-6"x18 GA. METAL CEE STUDS Checked By: a Dat SEE TYPICAL NON-BEARING WALL 16GA. CONT. TRACK <8'-O"-<10'-0" 2-6"x16 GA. METAL CEE STUDS RR DATE { CONNECTION DETAIL © SILLS Drawing Name: ELEVATION O,DQ12Q' Q Drawing No. TYPICAL METAL STUD WALL FRAMING AT OPENING DETAIL TYPICAL NON-BEARING INTERIOR STUD WALL DETAIL , „ j sT _____ , 2"_1 4 0 U cv = " CO C CO I_i\ 1 uIt♦ M c:Z Y r m. m. Y Y Y r r Y Y r r m. Y Y M Y m. Y Y Y Y Y Y m. Y Y Y Y Y r Y m. Y r Y Y Y Y Y Y Y Y Y Y Y Y r r r m. Y m. m W �__ ' , \ / \ / \ / \ / \ / Z "- c7 �" 0 F=1 c U � x N � o E-- U �= a- r'~ TYPICAL CO (2)HILTI X-U SHOTPIN (E)OPEN WEB JOIST TO (E)OPEN WEB JOIST Z mowZ:: oMMa ©C I Q ....,.... ry [e X �- w cn Cli z (7 0 = 4"-20GA. STRONG BACK w/(2)#8 S.M.S. EACH 4"-20GA. STRONG BACK KICKER f 00 0 w/(2)#8 S.M.S. EACH HI o d' (� KICKER (v op 0 I E-1 -1— 00 TYPICAL I—I X 0 (2)#10 S.M.S. tl W F_ .1.' KICKER TO TRACK —� I J 4"-20GA. KICKER 7' (' Z 0 0 ®48"o.c. STAGG. ou0c'r O L-- .. L. � Z CEILING HEIGHT N Z 1\ Q = i.1, 1- I) i ), 2OGA. CONT. TRACK ,- RACK ` `1�� `` , vl ,�// } 'J1NilV -' .'vvL10 n� UN t` r 2,;] Y TEXAS 1 1 r 0_ a_ 3 3/8"-20GA. INTERIOR PARTITION - WALL PER 1/ST-1 m I- ILI 0 Q CD --I ocn -TYPICAL c � o Z (2)HiLT X—U SHOTPIN ILI LU TO (E)OPEN WEB JOISY (E)ROOF METAL DECK I a- W ce TOP CHORD PER PLAN TOP OF SLAB Z o ON GRADE O 0 tSl � / } } / Ili I_l._I / C✓_ [i ` \ SECTION — W ` ` / / N o `\�� //// 1/2 =1 -0 / , is tr / / `\\ /j/ VERTICAL STRUT AND DIAGONAL BRACING RESTRAINT �� // POINTS FASTENED TO MAIN RUNNER © 12'-0"o.c. J Q M \�� // IN BOTH DIRECTIONS WITH A MINIMUM OF 6'-0" ci PEN WEB JOIST ` / 4"-20GA, STRONG BACK TYPICAL 12GA. VERTICAL HANGER WIRE © 4'-0" EACH WAY FROM WALLS PER TYPICAL SUSPENDED CEILING TEE Q Z N (E)O \C ,/ / AND PROVIDE (3) TIGHT TURNS WITHIN 1 1/2"/2 FROM ENDS. GRID BRACING DETAIL o N / / w/(2)#8 S.M.S. EACH FOR CONNECTION ABOVE SEE TYPICAL SUSPENDED CEILING F- `� / \ / KICKER HANGER AND SWAY WIRE CONNECTION DETAILS / . — TYPICAL AT DIAGONAL BRACING POINTS, MINIMUM (2) PER W CD IN (2)HILTI X—U SHOTPIN \\ // CEILING, SPLAY 12GA. WIRE IN (4) DIRECTIONS AND ix Z 0) TO (E)OPEN WEB JOIST \� // PROVIDE (4) TIGHT TURNS WITHIN 1 1/2" FROM ENDS. < = \\ /j (2)#10 S.M.S. ; FOR CONNECTION ABOVE SEE TYPICAL SUSPENDED CEILING Q �\ /// KICKER TO TRACK ' HANGER AND SWAY WIRE CONNECTION DETAILS CEILING HEIGHT - ..0 � � z 4"-20GA. KICKER ; - La.i©48"o.c. STAGG. 0 IZ �46. iltil‘ ) = Q 20GA. CONT. TRACK _3 3/8"-20GA. ' �� MAX. WALL PER 1 ST-1 �. / �► Store No. 1 2 MAIN RUNNER .I � Drawn b : Date: -�-� MWS y ./'` 40000,00044040 ► W 7/23/2010 I �� Checked By: Date: TYPICAL 2" MAX. FROM SPLAY • WIRE TO VERTICAL STRUT RR DATE CHECKED Drawing Name: SECTION CROSS RUNNER 1 Drawing No. 1 "=1 '—o" TYPICAL SUSPENDED CEILING PANEL AND TEE GRID BRACING DETAIL.,) sn _ al 1"=1'-0" / 0 iU cc v r- NOTE: ALL DIMENSIONS AND EXISTING CONDITIONS z oo I \ I SC—EE SHALL SE CHECKED AND VERIFIED BY THE ., «� CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE w 'M ROOM FLOOR WALL GE IL I NG COLUMNS TRIM DOORS BASE , I. ^ cv ON SHEET GS-I . SALES AREA (100) FL-I FL-2 NOTE #2 GYP BRD. NONE NOTE #2 NOTE #2 E3-I o " w �- SERVICE ROOM (101) FG-2 NOTE #5 GYP BRD. NONE NONE NOTE #3 13-2 L U = x TOILET ROOM (102) FC-2 P-2 P-2 NONE NONE NOTE #3 13-2 Z II— t— FINISH NOTES: O r.,,,, I. REFER TO 'GS-2' FOR FLOOR COVERING, PAINT, STAIN AND BASE MATERIALS. - ., Fes = cs� 2. SEE ELEVATIONS ON SHEET 'A-2' FOR FINISHES AND GRAPHICS LOCATIONS AND - CLARIFICATIONS. = Z 00 3. G.G. TO PAINT DOOR AND FRAME P-2 Z > r4-) 4. INSTALL BASE TO MATCH EXISTING AT NEW PARTITIONS -c= M 5. PRIME PAINT NEN PARTITIONS ONLY Q I c ERC—A\ SE IXT.JR.L_ 5 w F.,---) LI..." VW VITAMIN WALL FIXTURE w °o = VG VITAMIN GONDOLA FIXTURE r.) D■ DIET WALL FIXTURE 56 SPORTS GONDOLA FIXTURE ENERGY ENERGY WALL FIXTURE PG PERSONAL CARE GONDOLA FIXTURE C ") 00 0 HERB HERB WALL FIXTURE NRG NATURAL REMEDIES GONDOLA FIXTURE HI 0 d' NRW NATURAL REMEDIES WALL FIXTURE R.T.D. READY TO DRINK GONDOLA FIXTURE Z J N 00 c/3 y- 51^1 SPORTS WALL FIXTURE BARS BARS GONDOLA FIXTURE 1 h SNACKS SNACKS GONDOLA FIXTURE FOOD FOOD GONDOLA FIXTURE 0 I 1—� x0 SwF- f Z02 ° QZN 0wo U .— .. Sb-b f. r-,Z w / / 4'-O " mu I'_ f. ' " 2'-II .' f " 2'-II " I5'-2 " : Z 7' 1....3.. y C/ y 18-I y y 30-I y A/ 2- / N 0 ---ti— I\Z I _ <C .. 17 � ma ti► ia, 1.-- 7 . •,. -0 \-:. I) 2-Vie / - — — — — — — — — — — 2. 1 , '" I v 17 24 lv ` _ Ito _ _ _ _ _ _ _ o .� r�� ,. `, .. a H.C. TOILET — — — ' ' ,;�,,; ;;fI /rR1fl ROOM (102) . f!.i f I''u C .. .... )rl i'\y( Y.fir..■ l-''�. , L. 'y',I l I I 6..1st y j1;, Y 0 F O I I I Q e 1 e 1 . : I I 0) m ` SALES AREA (100) SALES AREA (100) SALES AREA (100) AIM n1)/ I SEE ELEVATIONS ON SHEET 'A-2' SEE ELEVATIONS ON SHEET 'A-2' SEE ELEVATIONS ON SHEET 'A-2' F ' 1Y FOR WALL FINISI 1E5 011FL-2 FOR HALL FINIS!ICS giNi 1FL-2J Ell FOR WALL FINISI ICS gaff(, (B-11 O 1 _ . e JFL-4 0- [ - -� ME o � MALL TILE TO z FL-� 0.' r CLOSURE `4. I Z to 1` z U� E2SERVICE ROOM (101) � c.)IFG-211821 PRIME PAINT , V) � I el I I 0 I z o I 0 1 ® - -.+ IFL-2j } I 11_! tY O Q• I 0 2 •;Ys� Q • • 0 ,-,--z . . • ..0 CD � c, p ,c, v _ —i' .1 1:15-. p D N Z I G � D D D v of I I I 1 111 - _=.t— - - - - - - - - -I— - —1—' — — — - - - - - - - - - I- - I - - - - - - -J a M i.t I < ZN mo N I w � h ix zo) Q � 1I_IO .. IS�_l�f 2'-II .f 33f� .. 2'-II .. bf_i" 21_5f� -�f_I.f Y I 7' fit' 44— .( I 44 CJ / / / A o I-- 0 I Z w 00 1.- I—Zoi z1Y O a = v) Q 0 (.0 0LJ Q � Store No. . Drawn by: Date: MWS 7/23/2010 Checked By: Date: RR DATE CHECKED Drawing Name: 00012.DVIG Drawing No. A I_ .......... 0 KEY NOTES: } 1 (3 N 122 LEASE LINE Z N'a 00 NOTE: ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE LANDLORD'S NEUTRAL PIER/BULKHEAD. EXISTING FINISH TO REMAIN. 6.G. TO c < 01,0 CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE PATCH, REPAIR AND REFINISH AS REQUI RED 0) L v" c� ON SHEET 'CS-I'. _ WHITE WALL FIXTURES - SEE DETAIL A/F-2 o F= W r U m ->¢< 4A PARSONS TABLE Z W O I- a_ rte. (413) SELF-GONTA I NE COOLER - SEE ELEC. DW65 v! = o-o = w ao K4G) SPORT GONDOLA (TYPIGAL) Z >aC I Q c--.4 417 GASH AND WRAP x �- W C./7 : i 4F PENINSULA F I XTURES - SEE DETAIL B/F-2 _ 46 HIGH LIGHTER FIXTURE - 000 �(-�-} MINI GONDOLA H (ft c pp 0 •.J MANAGER'S DESK '" 0 J H = 00 K4K) SERVICE ROOM SHELVING UNIT (3' LENGTH) 1.4 x 0 wEl 4L TIERED FIXTURE � J I X00 K 4M) TRACK FIXTURE r Q z N C) w0 •N BANNER FIXTURE C.) I--- 1...., , �Zw 0 10 lb. FIRE EXTINGUISHER - U.L. RATING 4-A-6013G T"`" Q z C NZO 0 N < I ELECTRICAL EQUIPMENT LOCATION. SEE ELECTRICAL DINGS / � i 0 THERMOSTAT (LIGHT-STAT MODEL#TMDABU) FURNISH BY I ENANT INSTALLED \-,L) A /BY G.G. .�' � ' a ),, 2 L(- J GC TO DRYWALL AND PAINT COLUMN P-2 / r -, JIMMY t-. P s. 1,N1.,_R NOTE: SEE PLAN 83'-6" SEGTION AT �?, 1 O- F-*NT • A-1 11-011 _3 41_011 I I_,Q 1 i8_I 2'-I 11' 301-1" 2'-i l is 2 1-0 2-0 q-2 h' i 11 (,J 1 N I it 1 11 1 N i II �"1 14-'0F / / / / i a_ a , I K . 1 m 5W.13 SIN.14 5W.15 5W.16 SW.l7 SW.18 VIAL 12 VW.I I VIAL 10 VIN.1 VW.B VW.1 VW.6 VW.5 VIN.4 VW.3 I V .' VIAL - L XISTINC� �0 -. 14% _ st . -� I H.G. TOILET m fY ROOM (102) _ - _ - I L -1 o EXIST. WATER � � m N > 4F) m \---<-3) m 41_0" i -J HEATER ABOVE r I I I (TrPJ 1111 r 0 I 7 \� i = 3'-10" SG.3 56.2 li 5G.1 i� 31_611 �Of d- - I U , \`. �'/ /4' / 31-61 *, 3...4: .. 411) -� Z to r cSl SG.6 I SG.5 l 5G.4 1_. - > / �- 51_q" 0 z kr) 1LI °-' V) T I f w 4K K - � tx kn o �v Q �: o - 4M 0 �.n - I i \ p m ': i zz® o 1 F.E. 0 ' :II .. 5'-1011 / SERVICE ROOM (1 O 1) " 4'-0" 41_111 -� A =,�,, O w FG-2 B-2 P-2 • / 41-00 4D 0 i / A Q CV o E d3 4J K = z N Q Q m 4N 0 Q N 4f3 7 5'_Q 11 II O iI II 311 : T,/ ;c1_: "� 3'-6" 3'_611 FE /L 2 1 , I 8 I 4A - P QC I H-- n' I `n m z z w 00 I - \ I I f 0 lh o �, • I HE•:,.1 DW.4 DW.3 DW.2 DW.I H 5W.6 S1N.5 SIN.4 SW.3 5W.2 5W.1 HERB.15 HERB.14 HERB.I3 HERB.12 HERB.II HERB.10 HERB.q HERBS HERB.? HERB.6 1 ( Z p Ch Y - - -I - --1- - - - - - - - - - - - - - - - - - r- - - - . _ Q I I 2) < = - Q 1 E- °i 7'-I " I'-i0 " 181_111 2'-1111 ,-0„ 31_011 61_1„ 31-411 51_11 1'-4" 21_2 1 , I Store No. 1 2. SALES AREA "G" (100) SALES AREA "B" (100) SALES AREA "A" (100) Drawn by: Date: I FOR WALL FINISHES 't ICET 'A-2' FOR HALL FINISHES SHEET 'A-2' FORENALL FINISHES SHEET 'A-2' Mws 7/23/2010 Checked By: Date: I GO\STR,,,G- 0\ F L n \ RR DATE CHECKED Drawing Name: SCALE: 1/4" = I Lol 00012.DWG Drawing No. A 2 O KEY NOTES: Z cv o°o NOTE: ALL DIMENSIONS AND i=X I ST I i�G CONDITIONS GB L. TD FURNISH AND INSTALL "CEILING" HOOK W/ NON-GOM 3USTIBLE I BLOCKING FOR SUPPORT LOCATE NEAR DUPLEX ELECTRICAL OUTLET - SEE C .Q oMMo 11_ 1 \6 C- SHALL BE CHECKED AND VERIFIED BY THE ELEC. DINGS �] v E-- LL CV CONTRACTOR IN THE FIELD. SEE D I SGLA I MFR NOTE s tY1 qxq HORIZONTAL LAMP OPEN ON SHEET 'CS-I'. o W rz , DOWNL I GHT m W IA qxq HORIZONTAL LAMP OPEN z DOWNL I GHT/IN/EMERGENGY BALLAST O 1— E3 WALL WASHER L.E.D. EXIT SIGN W/ DUAL , ; C" EMERGENCY LIGHTS I— = O O O 3-EYE DOWNL I GHT Z > 000 -a FLUSH MOUNTED SPRINKLER HEAD Q -e• SEMI-RECESSED SPRINKLER HEAD • FULLY-RECESSED SPRINKLER HEAD 2 � x cr� L: (ED'... LI FAN/L I GHT COMBO W p p C-D a orRETURN AIR GRILLE ..a V ) 00 0.. 0 4�; H0 '1 � SUPPLY AIR DIFFUSER N co r. 00 � 01 h � N = CO X wH4 z022 QZ TWO N O F- .. ZW NOTE: NOTE: r Q VERIFY EXISTING G.G. TO COORDINATE W/TENANTS Z SPRINKLERHEADS, MECHANICAL CONSTRUCTION DEPARTMENT THE ' Z O GRILLES AND DIFFUSERS TO REPOSITIONING OF ANY CEILING `V ANY REMAIN. ADD AS REQUIRED BRELOCATE,NEW CONFLICTS S SHOULD BETWEEN THE I\ < I CONSTRUCTION AND/OR.TO MEET NEW CEILING LAYOUT AND n APPLICABLE ODES. EXISTING ELEMENTS THAT ARE TO r V) 0- COORDINATE WITH DRAWINGS REMAIN. AND TENANT'S CONSTRUCTION - ;:. i; '� y i DEPARTMENT f. �,�.i= t l C.,(S* ?\r/ , 7 ,./‘ J13 a 1;r L. t't1 V,.-.a �,...) (-, SALES AREA �� (100) n�,. ,.. 0 SALES AREA "G (100) SALES AREA B (100) i ,i.1111.;{:^.`^. �., : 1 �,1\� GYP. BOARD P- ® i l'-0" A.F.F. GYP BRD. SOFFIT® „ GYP BRD. • GYP. BOARD iP-21 ® II-O A.F.F. GYP BRD._SOFFIT 0 BREAK METAL f�' GYP. BOARD IP-� ® II-0 A.F.F. P 2 10 O A.F.F. IP-21 10 O A.F.F. SOFFIT® 9 6 A.F.F. 10-O A.F.F. I � �,r' ^��'' .,. 111. I 1P-21 .-7,0:i. -: I L 4 �),: 0 EX I ST I NCB H.G. TOILET I I`k 0 000 0000 1 i ROOM (102) _ _ a = a EXISTING GYP. BOARD ■ Q Q Q Q Q CEILING TO REMAIN �" '� .CC m m m m m O i >- ♦♦ 10 � m P- I .A 3:_0" 4._3" 4._3.. 3,-0„ 3,_0„ 4._3.. 4._3.. 4._3" 4._3.. 4'_8�: �� 4' ,� �� = ■ O -� '� AE4 AS; 6 / / hn lii3t 4E; rte,` .. D DXR X N X •d- I LY • 0) 4-IO 51/I'''. 4-10 5.4y. 5-O 5-0 _„ 5-0 _._1 17,1 1 rill w r,:.l A / 51-0 " ►iir �r rii►r r.1 1. Ii�r . rii� x 10 Z A - - - ? - - 4 0 0 0 �— —� o m 4 Q r i u� in in in z x �- in in -1 i= o I �, i■ a_ to -a „ - 1.1.1 3'-0" 4'-IO° 5:�" 4'-10" ` 5'-0" .� 5'-0" .� 5'-0" _. 5�_0'� .. .._I " '- 5,-0„ _� 5i_I " , (1- U w SERVICE ROOM (101) --_ �—� ,- C._,_ ,..,_ `:.,_ `.,- `_..#_ ,,- - _ c. cn / � I,r�11 / ri 1 tilt r. ri:,r ri�1 / ��'1 �: / L.tJ IX OPEN CEILING 1 • Z 5D X X X _ X _ X _ _ ® 0 -�} o -�} -� Q o -d o Q -� o 0 4 M Y 22 (TYP. OF 2) 1 in its its in in in ih i-n its C■ } Q l.!_1 4-10 5-0 4-10 5-O 5-0 5-0 5-0 50 j.�rn_�r ! ��1 ri 1 r,:Wr ri'r1 riii ��1 o o --- i ,- ,...... x i_.--r. ,c) ..:r -,11.,, ,- . 1 Q m Q ° 4 Q .7. Q Q ° 4 p cz , in in i(7 in ,: In I in ►n in I Q O O , N Z 4110" " " " 1O it-A�„ .�• .� 4-10 �� 5-0 ._ 51-0" 5-0 ._ 5-0 _„ 5-O `�_ ►�• „_ u j.- r� ►,:1- ri..- ►:ter_ r./- ra - r`i1- tilt- r I - a V) NI A x `y X X N X X �� X X O BREAK METAL Qh' -t". 4'-3" -d• :� -', 41_3" 41_3"i, 41_3" 41_3" .�. [if 3-0 3-0 -'2'-b" 2'-b" -e4- O 550FFIT 9'-b" A.F.F. O `V q._3" 3-0 / / 41_8" `l / 4'-0" �O .„,, gA 44e_Em z -------L► . o o _ _ La C-D J!1r r m a co m m t o Q (!) r _ I [ i (d) (I) 1.-- 0 _ _ — — — — — --IL — _ _ _ _ _ _ ..}— _ _ _ _ _ _ _ _ _ _ / _ _ (.1) GYP BRD. SOFFIT® GYP BRD. SOFFIT® GYP BRD. SOFFIT ® I Q i '' O 1 GYP BRD. SOFFIT 0 GYP BRD. SOFFIT 0 BREAK METAL ® 10'-0" A.F.F. 1P-21 101-0" A.F.F. GM 10'-0" A.F.F. (P-21 F— Z x 10'-0" A.F.F. IP-�1 10'-0" A.F.F. (P-�1 q'-10 1/2 A.F.F. BREAK METAL • I Z © � Y GYP BRD. SOFFIT q'-10 I/2" A.F.F. I 10'-0" A.F.F. 1P-21 _ V) Q {n t,0 U � W...i, _._ _.,� eL i DX I 37' F— v, I I RELECTE CEL \.6 FA\ Store No. ' 2. Drawn by: Date: C- - - MWS 7/23/2010 Checked By: Date: RR DATE CHECKED Drawing Name: 00012.DWG Drawing No. A 3 . \ N O KEY NOTES: I C)4. c i 00 0 Z N °° o0 NOTE: ALL D I MENS I ONS AND EXISTING CONDITIONS LEASE LINE f� °,�-° -�C GRAPHICS KEY SHALL BE CHECKED AND VERI E I ED BY THE w CONTRACTOR I N THE E I ELD. SEE D I SGLA I MER NOTE 0 LANDLORD'S NEUTRAL PIER/BULKHEAD. EXISTING I-- c`I GRAPH IG LOCATION ON SHEET 'GS-I '. FINISH TO REMAIN. G.G. TO PATCH, REPAIR AND o w -�r- REF INISH AS REQUIRED. t__ U c x API, - . ;.4: VITAMIN WALL C = ..< WHITE WALL FIXTURES - SEE DETAIL A/F-2 4 z t- o: ' . 0.o NATURAL REMEDIES WALL 6/F-2 (TYPICAL). Q F"-- ct7 4,- -- - - - • ' - SLRVIGE ROOM DOOR STOREFRONT SIGN - FURNISHED BY SIGN GO. � � L.-0,-.1 ono o :. - • SPORTS LAB WALL I8 INSTALLED BY G.G.- SEE SHT. 51 FOR SIGN SHOP (- DRAWINGS AND ADDITIONAL DETAILS. w co (GE) "I IELP I NO YOU LIVE YOUR BEST LIFE" REAR SPORTS LAB "� X b' C6-0 "THANK YOU FOR Sr_IOPfi I NG AT GNG" SULKI ILAD 2 LI W C/7 w _ U o �N co 00 ,r- 01 N I C = o0 1--1 X 0 (f) -1 I z092 owoc's 0 I- .. ZW ` � � Z Nz0 CI\ < _ 7 c.::,<%*i i\)0:// 144> (2) �.. \' CI% T INTERIOR WALLS TO BE PAINTED FROM INTERIOR HALLS TO BE PAINTED FROM INTERIOR WALLS TO BE PAINTED FROM INTERIOR HALLS TO BE PAINTED FROM r^ l" gg--�� 1 BOTTOM OF FINISHED GEILING TO 6" BELOW BOTTOM OF FINISHED GEILING TO 6" BELOW BOTTOM OF FINISHED GEILING TO 6" BELOW BOTTOM OF FINISHED CEILING TO 6" BELOW ,,�, :_, „ ..� TOP OF FIXTURES. P-2 r,,�^ 1�;r�, ( JC,�S 7 P-2 6YP; 'TOP OF FIXTURES. P-2 TOP OF FIXTURES. P-2 CUSTOM FIXTURE - TOP OF X 5. P-2 OP;,Ir P-2I brP;4 P-21 OVER COOLER 6Y��D( P-2I r - x; I I IL-0" A.F.F.0 $ 111-0" A.F.F. '��, 1 d (a" q._6.. A.F.F. e� !0'-0" A.F.F.0 $ 10'-0" A.F.F. I mitt, ,> - r OJi \1- q'-10 IT A.F.F. q'-10 1/2" A.F.F. �� GRAPH I G RAPH I G RAPH I G RAPH I G RAPH I G RAPH I G RAPH I RAPH I RAPH I G RAPH I RAPH I RAPH I RAPH I RAPH I RAPH I RAPH I GRAPHIC RAPH I RAPH I G GRAPH I GRAPH I G $ GRAPH I G GRAPH I G GRAPHIC RAPH I G GRAPH I G GRAPH' GRAPH' c PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 1 PANEL PANEL I PANEL PANEL PANEL PANEL I PANEL I PANEL PANEL PANEL PANEL 1, PANEL PANEL , a_ • . . . . . . . . . . . . . . . . . . _2 SALES/SERV I GE I a - ,. .. .. .. PARTITION ,. .. .. . .. . . .. .. .. .. _ .. 1 .. I CO -_-_ •K I ..a _ 11111111111_ _ :. DEMISING D G PARTITION PARTITION 'a" .. .. I _.-'..,. ....-- ,.,.. ., . .__ ____1 E..i .....„,,.., ,..,:,,,,,,.= _. . _. „. ram,_. . . . . ____ L ...... _ 7 -.7 --... C -- - ------ -- - - - E'-- , \ f=1 • Z HERB WALL HERB WALL II SPORTS LAB II B-1 (I SPORTS LAB■ TRACK FIXTURE LANDING cn \ /A I 0 J\. TABLE 38" COOLER G I W B u cm, A-4 SCALE: I/4" = I'-O" A-4 SCALE: I/4" = I'-O" INTERIOR WALLS TO BE PAINTED FROM BOTTOM OF F I N I SHED GEILINS TO 6" BELOW TOP OF FIXTURES. I- % o ' (2 N I ERI OR WALLS TO BE PAIN I ED FROM IN 1 ERI OR WALLS TO BE PA N I ED FROM .- Z BOTTOM OF FINISHED GEILING TO 6" BELOW BOTTOM OF FINISHED GEILING TO 6" BELOW I I/2" x I/2" ANODIZED TOP OF FIXTURES. P-2 TOP OF FIXTURES. P-2 ' bYP;',r P_2 b�'p;14 P_21 LI j&wi /p-21 7.- OP;4. ALUMINUM REVEAL TO J CY 7P-2 7 W-2 MATCH MT-2 J t) II'-0" A.F.F. _ „ ,, �,III-0" A.F.F. - `CZN 701 b 10'-0" A.F.F. 11 .. I V' 1 o N --- a� q-b A.F.F. _ C~� PH G RAPH I G GRAPH I G I G RAPH I G RAPH I G RAPH I RAPH I G RAPH 1 G RAPH I RAPH I RAPH I RAPH I G RAPH I RAPH I RAPH I G 1 W z RA I : RAPHIG RAPHIG / \ _ PANEL PANEL PANEL PR/A611\11 L PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 1 \ 1 P-2 ,Q . . I . . MT-2 1 • I MT-2 Q .' i . , „ „ .. 4 1 A 1 A N, / \ N U 0 th , - 1_, ( 1 ) _ I \ , _ I / I o _ Q I t- R .' _ DEMISING PARTITION - ,---,,,s,...N. / ,---,...„....,. 1 0 —i v) 4 . " . '. IL. " .. .. .. \ .. - - - I - - -• w_ _N. ___ _ .... IWM� Q SASE SPORTS LAB le. I b P11hi il, � b VITAMIN WALL I_ VITAMIN WALL STOREFRONT GLAZING Cr) I—" to 0 SASE TRACK FIXTURE 3 LAND 1 NG TABLE BEYOND (TYP.) ELEVATO\ D VAT Store No. . 2 E O\ A-4 SCALE: 1/4" = I'-O" A-4 SCALE: I/4" = I'-O" Drawn by: Date: MWS 7/23/2010 Checked By: Date: RR DATE CHECKED Drawing Name: 00012.DWG Drawing No. A 4 C • KEY NOTES: I I U N ono GRAPHICS KEY z " N LEASE LINE °O Q M GRAPH I G LOCATION w Cl- 411M, _ - _ . LANDLORD'S NEUTRAL PIER/BULKHEAD. Z \ -i- V/ VITAtlIN WALL U x '�� o: - . : NATURAL RED 3tC5 WALL EXISTING LANDLORD STOREFRONT SIGN - FURNISHED BY SIGN GO. $ i=1 CO W c / 1-11-1 " BULKHEAD TO REMAIN, (64) rRO PERFORMANCE GRAI-'HIG £ERVIGE ROOM DOOR / G.G. TO PROTECT ( INSTALLED BY G.G.- SEE SHT. SI FOR SIGN SHOP 0 \ 8,-I„ 8'-i " DURING CONSTRUCTION DRAWINGS AND ADDITIONAL DETAILS. _ \ r-� / / / / \ cs� Alb •o SORTS LAB WALL A (y W CT) (is'>- oI II .. o. . I REAR SPORTS LAB SIGN MANUFACTURER ( 3/4" 3/4" BLACK UNDER SEPARATE PERMIT ALUMINUM REVEAL Z rM �I" " o• a a• .. BULKI lEAD lc I CV `l \ J J Wac s Zo ( I ) 5.... ......._ �O�. � CO ( -I) .. IO tD * ...................,,............................ ...................... .........:.................... ............................ .......................... ............ ............................................... ....- zJ� r- // �� / / I/2"XI/2" ANNODIZED j� I / / �i / ALUMI NUM REVEAL TO 0 3/4" X 3/4" BLACK \ MATCH / E I 00 ALUMINUM REVEAL X 0 �' / \ J AN I 1/2 XII2 ANNODIZED / � \ /� i O O ALUMINUM REVEAL TO MATCH -I Z C) W0N OMT-D / _ \ I V I- .. \ / I r_ZW .. ) d I 1 Z \ cv o T/l h z 0 .11.- i V 1 ' Q ,7,V ,X;1/2" TEMPERED SAFETY 6" ALUMINUM 6" ALUMINUM ''' //,77- \ vx BASE " BASE ,�1 \ ; GLASS STOREFRONT 3/4 TEMPERED �. a GLAZING SYSTEM SAFETY GLASS DOOR SYSTEM `.. '._ t \.....• �b 1 i_% h A STOR RO\tT —1�_V> T I O �. `� ALE / C 1, 0\ ' C7` a K i m 1 Di tY 0 _ � 0 Q� z EXISTING LANDLORD o U > � W STOREFRONT SIGNAGE BY BULKHEAD TO REMAIN, D W SIGN MANUFACTURER G.G. TO PROTECT B UNDER SEPARATE PERMIT DURING CONSTRUCTION 7 0 I S 5I-5" 3/4" X 3/4" BLACK I' ALUMINUM REVEAL 3/4" X 3/4" BLACK / I I ALUMINUM REVEAL `� ( CZ` LU MT-I I I I I 1 ,. p...„ ,-...,;,I 1/2"XI/2" ANNODIZED I (NI (v ALUMINUM REVEAL TO 0 ' Z MATCH 4 I •IL V e 'Li _"n \ * MT-I ..J a v, -,..\ , ............................................................................................................................................................................................. __J V) QzN .... .............................. :... 3/4" X 3/4" BLACK d N ..... ALUMINUM REVEAL 1/2 11XI/2" ANNODIZED I .... W C7 IN ALUMINUM REVEAL TO •:.1'••MATCH r Z �' O MT-2 = 0) .§. V) I/2"XI/2" ANNODIZED Q• '� ALUMINUM REVEAL TO 0 MATCH 421E10 V) O .-.....- ••• U I :: NOTE Z w pp• �► . .. -MINI MUM I S GAUGE METAL PANELS ARE REOU I RED. I 0 =• °- I :... :::. CH -� -NO V I S I�BL FASTENERS �, I-- .::: -MIN 1/2 THICK F IRE-RATED PLYWOOD SUBSTRATE IS ( z o Y REQUIRED. Oh v) Q................. p........ _ ...c .......• .... .......• ....... .... ........ ............ .•::•: Store No. 1 2 ........ . . .... ••• .... I/2 TEMPERED SAFETY 6" ALUMINUM-/ Drawn by: Date: GLASS STOREFRONT B FINICHCD FLOOR GLAZING SYSTEM MWS 7/23/2010 AChecked By: Date: RR DATE CHECKED Drawing Name: — _ OOO12.DG B �TO�_--RO`�T =L_� T I Off, -5 SCALE: 3/8" = I' - 0" NOTE: ALL DIMENSIONS AND EXISTING CONDITIONS Drawing No. SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE 1 5 ON SHEET 'GS-I'. 7 0 VARIES 5" •4" ► cv 00 t gU cv �0. Z N o0 DOOR SC-EEI0.J DOOR FRAME t � VARIES i �" �° 1111 ° 0 w � � NO. SIZE (W.xH.xTH.) THRESHOLD HARDWARE REMARKS g 1-- ., CV MAIL. TYPE MATL. TYPE yj Z S 31-0" x 8'-0" - - - - - - I 0 F=I U = X 2 3'-0" x 6'-8" x 13/4" 5.G IND. A H.M. J-I - I 2 t=1 m 3 3'-0" x 6'-8" x 1 3/4" EXIST. EXIST. EXIST. EXIST. EXIST. - - z ��-- METAL STUDS ® 0 �--- 4 3'-0" x 6'-8" x 1 3/4" EXIST. EXIST. EXIST. EXIST. EXIST. - 3, 5 24" O.G. FURN. 4 F-- r..� INST. BY LL 3 5/8" METAL 3 5/8" METAL STUDS ® 16" O.G. STUDS C4) 16" O.G. o�lo REMARKS: TO STRUCTURE 11 TO UNDERSIDE OF = Z 00 1. GRILLE FURNISHED 4 INSTALLED BY MANUFACTURER. L • ABOVE CEILING ABOVE Z >‘- M 2. FURNISHED, INSTALLED * PAINTED BY G.G. - PAINT FRAME P-2 Q 3. EXISTING TO REMAIN - UPDATE HARDWARE AS REQUIRED. 5/8" TYPE 'X' 5/8" TYPE 'X' —I N 4. RELOCATED DOOR SCE �1 ICET3 'D I' 4 'A 1' ror. NOTES. DRYWALL - TO DRYWALL - I-- t 5. G.G. TO STENCIL 4" LETTER (TENANT). 6" ABOVE UNDERSIDE OF W to CEILING GEILIN6 ABOVE ��- EXISTING DRYWALL - W o 0 F R ID N A R E S Gj E PATCH AS REQUIRED M HARDWARE SET I V V 1 CO 0 I I/2-PR. BUTTS 3 1/2" x 3 1/2" STANLEY I- PASSAGE LATCH HANDICAP STND. DUTY YALE 5325 N/ LEVER HANDLE. IF REQ D AND NOT IF REQ'D BY L.L. OR B.D. - G.G. BRAGS TOP OF PARTITION H 0 N 1-CLOSER, GRADE I ANSI STANDARD A156-4-198 EXISTING EXTEND 0 SARGENT 251 SERIES TO EXTEND DRYWALL TO WITH METAL BRAG ING I-DOOR STOP, BASE HGT 5/32" GORE I N OR GLYNN JOHNSON DRYWALL TO UNDERSIDE UNDERSIDE OF STRUCTURE SECURED TO STRUCTURAL Z J C° 1- I-KICK PLA 1E, FURNISHED BY TENANT, INSTALLED BY G.G. OF STRUCTURE ABOVE AND ABOVE AND SEAL FOR A (I) FRAMING ABOVE AT 4'-0" . J IN SEAL FOR A (I) HOUR HARDWARE SET 2 RATING - U.L. DESIGN HOUR RATING - UL DESIGN *U465. O.G. Q #0465. ADD A5 ADD AS ALTERNA I E TO BID. H I m I I/2-PR. BUTTS 3 1/2" x 3 1/2 STANLEY 141 X 0 I-PRIVACY LATCH HANDICAP STND. DUTY YALE 5325 N/ LEVER HANDLE ALTERNATE TO BID. I-CLOSER, HANDICAP, GRADE 1 ANSI STANDARD A156-4-1c180 SARGENT 251 SERIES W f` I-DOOR STOP, BASE HGT 5/32" CORBIN OR GLYNN JOHNSON 13 C I:7 cf.) --J - 1 HARDWARE SET 3 0 0 0 I I/2-PR. BUTTS 4 1/2" x 4 1/2" STANLEY- F 11c1 NO 1 E: C n �/ �j I-RIM CYLINDER, 6 PIN W/FLAT TAIL PIECE O FINISH TAPE, SPACKLE, SAND, FD A,__ PTA 1 T ( O�. T F O Q Z I-EXIT DEVICE ANSI 5TD. 156-4-1918 SARGENT 9100 OR VALE 1500 PRIME AND PAINT ALL DRYWALL. 0 W 0 N I-CLOSER, HANDICAP, GRADE 1 ANSI 5TD. A156-4-1980 SARGENT 251 SERIES SCALE: 11/2" = I' - 0" I-KICK PLA E, 86 STN, STL. SARGENT 3816-320-8" x 35" z • I-THRESHOLD 4" x 1/2" x DOOR WIDTH REESE 24OA OR PENKO I QOA r_ w. HARDWARE SET 4 r". z FULL BOTTOM RAIL AT DOORS AND FIXED GLASS r N Z 0 BACK TO BACK I" DIA. PULLS V 1 < I PIVOTS TOP 4 BOTTOM FLOOR LOCKS N/ THUMB TURNS 0 IN 1 ERIOR 0- (4) RUSTPROOF STRIKES HARDWARE NOTES: I6 G . H.M. �� , � ' 1 KNOCK-DONN FRAME �C"j 2,.1 1� .` t r - ALL FINISHES: US26D OR US32D / r / a, // �.� ,J l c M Y'' L. P<. `,�''L.f=;b - EXIT DOOR TO HAVE CODE APPROVED EXIT DEVICE, SELF CLOSER, POSITIVE LATCH AND FULL ,, 14 GA. H.M. ADJ. 56j° PERIMETER SMOKE SEAL GASKET ON FRAME. DOOR SHALL BE OPERABLE FROM EXITING SIDE ' MIL. JAM ANCHOR / U I�11�'c:a `:�t`�,_, r' i-?�r� WITHOUT USE OF KEY, SPECIAL KNOWLEDGE, OR EFFORT. N juL / I - "MEDEGO" LOCKS (A5 APPLICABLE) FOR ENTRANCE AND REAR SERVICE DOOR SHALL BE // FURNISHED BY TENANT STORE PLANNING - CONSTRUCTION DEPT. - DIVISIONAL PROJECT MANAGER 2 METAL STUDS AND INSTALLED BY THE GENERAL CONTRACTOR. \ � ` 0 i OV'-v \ - NOTE: THRESHOLD, WEATHER STRIP AND DOOR SWEEPS ARE TO BE IN LIKE NEW CONDITION. G.G. \ a_ TO FURNISH AND INSTALL NEW AS NEEDED. \ °- \ <t 5.. 1 \ m A ,...._A\13 ---"'PLT- DOOR TI'PE SCALE: 3/8" = I' - 0" Z to SCALE: I I/2" = I' - 0" © Z v w w 0 w I- Q 0 O Z .Jc% V) _I V) < z N moel w � IN azal Q = � Q Or Ch v) I— 0 Z w co I / O 0 lz8Ch Y = v) 4 cn (.0 0 � — Q Store No. 1 2 Drawn by: Date: MWS 7/23/2010 Checked By: Date: RR DATE CHECKED Drawing Name: 00012.DWG Drawing No. A 6,, 0 KEY NOTES: DIMENSIONS U oo N n NOTE: ALL AND �X 15T i NG CONDITIONS ® _ SHALL BE CHECKED AND VERIFIED t3Y THE LEASE LINE Vil. '' 00 CONTRACTOR IN THE FIELD. SEE DISCLAIMER NOTE M LANDLORD'S NEUTRAL PIER/BULKHEAD. EXISTING � -aC ON SHEET 'GS-I'_ FINISH TO REMAIN. G.G. TO PATGH, REPAIR AND g f--- N REFINISH AS REQUIRED. Z c=D . STOREFRONT SIGN - FURNISHED BY SIGN GO. $ �' x 18 INSTALLED BY G.G. - SEE SIGN SHOP DRAWINGS W FOR ADDITIONAL DETAILS. z U C) /— I (-. w ono I I w 00 P-2 z = J .= N DEMISING PARTITIO x W ci) ' w_ Z O z I I c�v W ,© _CD I,- " 2 CD N) 0— LINE OF BULKHEAD ABOVE @ IO'-O" A.F.F. I I LINE OF BULKHEAD ABOVE ® IO'-O" A.F.F. v T=NA\T = 1 \1511=S TO 5= FROJD 0= I MALL SOF= IT TO CLEAR 14'-O " A.f.1--. I MT-I :.... IP-2I STORL=RO\T --= I6RT I P-2 A ril 'it. N i„,. i le I T._. I `�—=, 2- I 5 L I 1-- — X I P.' 2......5 , - i , /, 1.7 LINE OF BULKHEAD ; - f `/ \� TR - 5G TO 53= ,., .,i.„ ,,, t, . / ABOVE ® q'-6" A.F.F. \' i> �'° G0v=�'=D HIT- 6\G T=\ANT F I \I S- TO , . \),:\IV, ' . G=NT=IRLIN= 0= 1)=\/151 \16 AALL A\D _ . -.. Iw.. � Y' I fib. h�. .. .ff, _ „ , -1: ' ... , ,.. Q / 7 ,,- ¢Y,_i , ` ''-F, to -..- g e2 LINE OF BULKHEAD ABOVE 10' O” A.F.F. G Q A-8 STOR"RO\T +BUST 5= t--LOOK II SUORT=D ( I ) on i / I- " 'I/ A 1 I DEMISING PARTITION P-2 X 4'-I" X = Z I ( I I a_ — I I I I < cn w I I I I ► o )1 2'-10 " I-2-" ), I I I I g w I'-I" +/- I'-I"+/- ME1 C::'T-2 N c) V1 F.BEFORE ORDI=R NG V .MORE ORDER N6 LINE OF BULKHEAD Uza v LINE OF BULKHEAD ,q ABOVE @ q'-6" A.F.F. u q ABOVE ® '-6" A.F.F. Q Z I — - - — — _! of ti x_ I I - 4" < N I ) CD MT- A-3 { W _ 1N n m m Z 0) N $ N Q ' el UT- -111 {n I— O LINE OF BULKHEAD r- m N F- 2 NEIN STOREFRONT u ^ 00 GLAZING SYSTEM ',1-T-2 I = 0 ( IzolY \ - \ �---,, ,, -± V) < , °X "REVEAL w PAINTED FLAT B GK U (EXISTING) 4c- -\ rn cn Go MT-2 Store No. 1 2 p MT-)_ 0 A _S Drawn by: Date: MWS 7/23/2010 P. Checked By: Date: RR DATE CHECKED MT-I Drawing Name: 00012.D'NG I I" 6" 2-10-" +1- 2'-IOC"+1- 2-10-"+1- 6-0" 21-10k+1- 21-10k +1- 21-10k+1- 6" I'-4 " Drawing No. _ V.I.F.BEFORE ORDERING V.I.F.AFORE ORDERING V.I.F.BEFORE ORDERING ` " V.I.F.BEFORE ORDERING V.I.F.BEFORE ORDERING V.I.F.BEFORE ORDERING " Xk ANNODIZED k41 ANNODIZED A 7 ALUMINUM 1 REVEAL MT-2 ALUMII REVEAL MT-2 HU c y NOTE: ALL DIMENSIONS AND EXISTING KEY NOTES: z '-n °O CONDITIONS SHALL SE CHECKED AND VERIFIED 00 13Y THE CONTRACTOR IN THE FIELD'. SEE CC .< DISCLAIMER NOTE ON SHEET 'GS-I'. LEASE LINE 0) w ca_ I = 41 LANDLORD'S NEUTRAL PIER/BULKHEAD.ULKHEAD. EXISTING O w - FINISH TO REMAIN. G.G. TO PATCH, REPAIR AND U REFINISH AS REQUIRED. �m W Z �■ \OT=: DO \OT ATTACH ANYTH I \ICS TO T—= U'\I.D=RS I DE STOREFRONT SIGN — FURNISHED BY SIGN GO. it o I--- I s INSTALLED BY G.G. — SEE SIGN SHOP DRANINSS �..+ °— c�fl 0= T--! R00= D=GC. ALL LOADS AND E3RAG I NCB MUST FOR ADDITIONAL DETAILS. , ; BE > D=OUAT—L'I' SUPPORT=D =RO'`/ T—I= ROU\D OR W FROM T—=_= I "AR'' ROOF STR JGTUR--. .....7.J ' ;i ALL STOR =RONT G0N5TRJGT 10N MUST B= SUPPORT=D x =ROM TH= 6120U\.1-) ONL'' Z `f' z HI 0 Npp(E)FETAL DECK (I;)METAL DECK (EJMETAL DECK 4-1 CO r— r r r r MR r r r r r r r r — r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r MK r i. O I E--' I o0 1-4 x / \ w~ '- �� o a _ _ _ z Q . N ___.„ A _ 1 - - Qwo r _ -45K..._ TEEL JOIST I 1-- .. 4'20&A.LEDGER (4)#10 5115. 1 Pr (1)#10 S.M.S.EACH 4'-206A.LEDGER (4) 10 5.M.S. 1 p (i)#IO 5.M.S.EACH ' 1 < w MILT'SHOTPIN g STUD EACH SIDE w/(3)HILTI SHOTPIN $ STUD EACH SIDE 8 20&A D P TRACK r- Z'----< Ti JOIST TO(1=)J0I5T 20&A.DEEP TRACK 20&A.DEEP TRACK (010 515.EACH z 0 STUD EACH SIDE 1 N < _ EXISTING LANDLORD BULKHEAD EXISTING LANDLORD BULKHEAD ( EXISTING LANDLORD SU KHEAD :cfjesk(\l,� a- p TO REMAIN.&.G.TO PROTECT TO REMAIN.6.G.TO PROTECT TO REMAIN.&G.TO PRD T 17UR{N6(.ONSTRUGTION 4 DURING G�15TI�1GT{ON ' .��„D , �4"-186A.KICKER 4'-186A.KICKER®b'-0"o c.MAX ob'-0"o c.MAX. 3 5/8'206A.METAL ' ,,.�.1 1/8'BRAKE METAL OVER 5/8" I/8"BRAKE METAL OVER 5/8" STUD KICKER®32"o c. j N-1., I MTL.5T1�5O1/tR X5/8"20 6A. I « 1 t � j �J �, ! �� ;�i>I � I GYP.BD.OVER 3-5/8" 0 6A. T ,��I I�I � :e.. ..� �.._� ti,.� �n. ■ MTL.STUDS ib"O G. "r i , IIPIPP - I/� f��f"'��r. ;ter\I -\%h t', iff ill• 1 .iA. .NV!� ""� ` " 1TP! Imfl STUDS s w Y®� r■ GYP.BD.OVER 3-5/8"20 GA n MTL.STUDS fb O G.® "4 ABOVE NG k \IA GYPSUM BRD.CEILING 6YPSUM BRD.CEILING � Y i i STOREFRONT SIGNA6E 13Y SIGN STGRONT 516NAGE BY 516N 1 BOX BEAM 'f'��® � STOREFRONT 516NA6E BY 516A- >- sox BEAM , ®—�, MANUFAGIURE2 UNDER e1 BOX BEAM 1111�1 ii. M ANUFAGTURI32 UNDER it ' ' !• MANUFACTURER UNDER .� m ��i► SEPARATE PERMIT. - SEPARATE PERMIT. 5/8"GYP BD. PER SECTION C/- SEPARATE PERMIT. 5/8"GYP BD. PER SECTION C/- MY GYP BD. 3621125-43 T4B M, C_ � i_ 111. 2 � 3621125-43 TSB �`1111.,..-z,.. "lrK•Sz._..K.w. .,.v.,,. Mil \ ., 8005102EtV 5T11D5; i IR ` ` � 8005162-43 E.S.E ._�., P4/ (3)#10 51.5.MIN. Q ', "X "ANODIZED , " 1/2"X1/2"ANNODZZED LAP TO END 571175 " i/2"X1/2'ANODIZED 6 IALUM{Nl�t REVEAL O 1111P AL UM RE1/EAL TO w/ )#10 515.MIN ' 6 ALUMINO MI i MATC5/8"GYP.BD.SOFFIT BEYOD > s MATCH 5/8"GYP.BD.SOFFIT BEYOND !' _11 .r:s..t�cr:.y ® - te® Ant z v, — .'C�`C�iAiV.l...{✓✓.R..l!`!.`.1sV3<`4T.i.KIV+iA.Wlb+^iil,-H . .✓iftT —_ '---- /AW'. ^ `+®® �ad v.!'<([.rf_=wLYMTCiIiC'.✓T:4i.✓J.l.!:^..l.I\.'C/KL.1W4P.TI.. WJR"'.'L laai�aYY..re�_.u� O \ _ — --—__ _ m \ p/ E= o BOX BEAM BOX BEAM• SECTION CI- I/2"X1/2'ANODIZED SEGTION CI- MT-2 1/2"xl/2'ANOODIZED BOX BEAM Mr-2 i ILI 111 a_ _ i/2 x1/2 ANNODIZED D- U > AllA MJPI REVEAL TO TYPICAL AL1 iiNUM REVEAL TO TYPICAL ALIJNtINUM ' TO TYPICAL C!) MATCH (2)4t10 515.01610.c. MT-2 OVER I"FIRE MATCH 42D (2)AIO 5.M.5.01610.c. ®OVER I"FIRE MATCH/(D (2010 5145.616"O.c. +I"FIRE c ° wU RETARDANT" PLYWOOD TREATED MDF I/2"TEMPERED SAFETY&LASS TRANSOM. 3' / b' OR PLYWOOD TREATED MDF " OR PLYWOOD TED MDF 1,3'-I' PROVIDED t INSTALLED BY G.G. 3'-1 Q 3-5/8"20 6A.MTL.STUDS I 0 3'-1" / \ 11 3'-11 16"O.G. Q 4 4 fY w O O> > > 1/2"TEMPERED SAFELY GLASS. 1/2'TEMPERED SAFETY GLASS. I/2"TES SAFETY&LASS. LT n- PROVIDED 4 INSTALLED BY G.C. PROVIDED E INSTALLED BY 6.G. PROVIDED# INSTALLED BY 6.G. OD m (N z 4 4 4 4 JaM I/8"BRAKE METAL OVER 5/8" 1/8'BRAKE METAL OVER 5/8" a � N GYP.BD.OVER 3-5/8"20 6A. GYP.BD.OVER 3-5/8"20 GA. Z MTL.STUDS I6'O.G.,BEYOND(Mr-2j MTL.STUDS I6'O.G.,BEYOND IMr-2I .p TEMPERED SAFETY GLASS `) 0 N -v t+' :00R SYSTEM. '- 3' W 1N c0 Q to I > I > D -< Cry / MA LL COMMON AREA MALL COMMON AREA MALL COMMON AREA w Z pp I 0 .' o / 0 '- /// 01 ® = (1) Q 6'ALUMINUM BASE 6'ALUMINUM BASE 0 V) (1) ° 1".1 b"ALUMINUM BASE r■i 1. Store No. 1 2 \ \ \ \ \ I \ \ \ \ \ Drawn by: Date: ►I 41190 P''E;J MALL TILE TO CLOSURE LIFE 4j — _ 421E, MWS 7/23/2010 Checked By: Date: STOREFRONT MANUFACTURER: STOREFRONT MANUFACTURER' STOREFRONT MAFNIFAGTURER` RR DATE CHECKED AMERICAN PRODUCTS INC(API) AMERICAN PRODUCTS INC(API) AMERICAN PRODUCTS II C(API) STOREFRONT SECTION ON (813)925-0144 g STOREFRONT SECTION ON (813)g25-0144 (813)a25-o144 : ,� G STOREFRONT SECTION Drawing Name. --8 SCALE: 3/4" = I' - D" ' 48 SCALE: 3/4" = I' - 0" ' -S SCALE: 3/4" = I' - 0" 0001 2 Drawing No. A\ S . 0 0 (1) z c•I °s' ..., oo 0) If.... . , I 1 --4.- STRUCTURE ABOVE , \ , . -..- -- - STRUCTURE VE \ J = d % . % 0F::1 w c: % % _ 2.- 114" I (...) >•. . , . -...c WALL DISPLAY I-- -- 2 2-441" R.O. % LVIN'S MIT. 0 1=-- 5/8" GYP. BOARD t T. E.: • :-.7\ / CEILING T _*_ . T..*_ ql I.. 32- 31H r 2 MT-2 OVER I" FIRE RETARDANT 5/8" GYP. BD. OVER 3-5/8" C: L-s-r cr.) 00 ---. \ \ \ 3 ._ \ \ )L j TREATED MDF OR PLYWOOD ' 20 GA. MTL. STUDS I6 O.G. P-2 F- 1 5/8" GYP. BD. OVER 3-5/8" '`? Q -".------- 5/8" GYP. BD. OVER 3-5/8" .r.c) E 0 \ . SOFFIT ABOVE/FLOOR BELOW. BOTH SIDES = = 00 Z Z ....tr- 1.7) -----, ,- A —1 1/2"XI/2" ANNODIZED ALUMINUM REVEAL ++ / ++\ ++ 20 GA. MTL.STUDS 16" O.G P-2 =-- r 20 GA. MTL. STUDS lb" O.G.P-2 =- 7.-- 1 111111111 11 _ / -4-+ \ ++ ++, 1/2"XI/2" ANNODIZED ALUMINUM REVEAL al - —i C■1 it\ ) V2ThXI/2'ANNODIZED ./--j '-'■ . —IN t -.:.... \ '-_?, III411111.. II■1. I_ II■1111; -amour ..e.f. = -......" ALUMINUM REVEAL ■.1 - 11-5 1/4.." , '''?. = TRAGK FIXTURE.VERIFY 1 U I 1 5/8" GYP. BD. OVER 2" --tIN ce ›< ----- 2I-11 I/2 / / IP-21 1/2" FIRE RETARDANT / 0 70 ROUGH IN SIZE IN FIELD. A 2 i 2 k 20 GA. KTL.STUDS lb" O.G.0G P-2 I.. \--SOFFIT ABOVE/FLOOR BELOW. BOTH SIDES 7 = = TREATED MDF OR MFT--21 OVER I" FIRE ir COORDINATE WITH FIXTURE 2'-I IA" P–, 21-112 PLYWOOD BLOCKING RETARDANT TREATED MDF MANUFACTURER. SOFFIT ABOVE/FLOOR BELOW. / HT-2 OVER I" FIRE RETARDANT ' I I OR PLYWOOD -"I----------------■-. EXISTING 5/8" GYP. BD. BOTH BOTH SIDES TREATED MDF OR PLYWOOD 1/2" X 1/2" ANNODIZED -1- +II 1/2" FIRE RETARDANT TREATED SIDES TO REMAIN. REPAIR AS ALUMINUM REVEAL 4,4 kilik--ILI MDF OR PLYWOOD BLOCKING NECESSARY. NO FINISH REQUIRED ON SALES SIDE. OR PENINSULA FIXTURE Cf.) 000 _ ,IIIIIIIIImommommo NEW STOGK/SALES WALL. Hi 0 C\I co Z --ICOT-- - 0+ -I- I SO T S--GT 0\ 2 SO" I T S-EGT 0\ 5 TRACK NAL__ 11):-----TA I L 4 13J`/F) OJT 1"1.A_____ 1)=—TA L ir L---1 A---q SCALE: 1/2" = r-o" A-q SCALE: 1/2" = l'-0" A-cf SCALE: 1/2" = l'-0" I c° ...--1 xo MT-2 OVER I" FIRE I I I I I- 4 RETARDANT TREATED MDF OR PLYWOOD Cl) =I ' I ze00 rTh < Z T- (....) I- , ,--/ . \ rn (\1 Z 0 \...i 114211 1/2" TEMPERED / - (/)a. /7 HALL DISPLAY 5/8" GYP. BD. OVER 3-5/8" SAFETY GLASS. I'-3 " 2II ' : I 1 i 1/7/ SIEI_VINS UNIT. 20 GA. MTL. STUDS lb" 0.G. P-2 # A– ,, \ , - ,' /c' / ,, , EXISTING DEMISING ll-b" FRT PLYWOOD 1/2"XI/2" ANNODIZED :,.., ‘ \ \I)/ -/ s,-/ 1/2"XI/2 ANNIZED ALUMINUM REVEAL / / BLOCKING AS , " OD NALL TO REMA I N. ALUMINUM REVEAL TO Z9 "--,,,- 0 7 ', --- " , i II. FL-I NEGESSARY. ?Ni --:, \ - - ---//-- \11 3/4"OVER 5/S"53//a4,i":3yLPA.Gs:. , . . . , . „., k , ' • " , 0/ n V , - MATCH 4:10 r .g. ALUMINUM REVEAL ;1- 0 VVVVVV _1 \ \ FL-I .-...._ 1/8" BRAKE METAL ' --IN \--51IT ABOVE/FLOOR BELOW. BOTH SIDES ry A „„ .m.........-1 : K KUM" 44i 3/4" X 3/4" BLACK \ \ CD . I.. \ -rill '' 1;-: ( )f. ) C'-- IP– 2'-II ' REVEAL ...„.......7. / MT-2 OVER I" FIRE RETARDANT 1111111 11111111111EllAll Zs) TREATED MDF OR PLYWOOD AP 40,, 4.1, 5/8" GYP. E3D. 1 i -< lie 5/8" GYP. E3D. OVER 3-5/8" 1/2"X I/2" ANNOD 1 ZED iihiihditYr i 0,4010104,1404. 411 1 Alairl(APIONIPIIPIPI II. 7 = 20 GA. MTL. 111 • ALUMINUM REVEAL TO 20 GA. MTL. N 7 STUDS 16" 0.G., i I >,— ii- Os T uV:Rs 31 6-5i./:G., 1 MATCH Cap m 1 11 OpPr STUDS 16" 0.G., NO FINISH 25/08161 :PM*TBLID. . Dq) LEASE LINE NO FINISH = _ REQUIRED D 1 `i' ___ A/-\. L D—_——A REQUIRED 7 .7 i-, OD i NO FINISH CZ 5 13\J\/P O.J -q SCALE: 1/2" = 11-0" C — NEUTRAL PIER Tr _1 - i 1 t--- i'. / -e■i REQUIRED D -I° 3/4" X 3/4" BLAGK ? BFRLOTCPKLYINING°A°S17 NECESSARY. ,.,• FRT PLYWOOD-N Z ALUMINUM REVEAL ill 1411 1 T 1/2" TEMPERED i BLOCKING AS "4. MT-1 ,.,.....„... N \ SAFETY GLASS. ; • NECESSARY. MICAIKIIMIKTR \ --1 M 1 :: 111111111111 1111 411110 --tIN / hill ikalli II 4......1 1 Ce - s-14.9=4547014/1KMCAAJUKKIt. CV\ \ \ '— \ 1 (...) L>„ 1/2" TEMPERED v) . SAFETY GLASS. Zs) III MCTD-2 q.) c) 1/f3" BRAKE METAL Z /Ink OVER 5/8" GYP. BD. \ 1/8" BRAKE METAL ----, WV CIO MT-2 OVER 5/f3" GYP. BD. 0 ,_ FRT PLYWOOD -...% \ BLOGK 1 NG A5 411D ir 411110 1/2" TEMPERED-7f I 111 I STRUGTURE ABOVE NEGESSARY. SAFETY GLASS. -4" 211 b" 5 1/2"XI/2" ANNODIZED 1 Lou bn ALUMINUM REVEAL TO / / / MCT:2) 1/2"Xl/2" ANNOD 1 ZED / / / / ft] MATGH I'-6' b.. ALUMINUM REVEAL TO ILO" V / / / MATGI-1 w illp 0 ;--, 1- SUSPENDED GEILING ' -:--\ / GRID AND TILE. AGT-I I. CN ci Ii-5 —.\-1 \ \ = / /..........)_„■--5/8" GYP. BD. OVER 3-5/8" \EUTRAL PIER ETA IL \EUTAL HR DETAIL 20 GA. MIL. STUDS lb" 0.C.P-2 =.5) H El 2 , I j +÷ 1 ...7.... -,÷ fir,...7ii \ >6\-Ci 5GALE: I" = I' - 0" A\--,f ‘t SCALE: I" = I' - 0" -1 (i) < N z EXISTING 5/8" GYP. B . OVER Allak \EJTRAL lEIR DETAIL m o NI F— EXISTING FURRING TO REMAIN. Li j C.) 1 N REPAIR AS NECESSARY. NO A-q SCALE: I" = I' - 0" FINISH REQUIRED. < Z C -------- 15" DEEP DISPLAY FIXTURE 11. l21 (s) 0 r CY __*_ SUPPLIED BY TENANT, VI i---- 0 INSTALLED BY G.G. V )- E Z i—Li 00 I( F.- = t•-') ENTRY DOOR-------_ SALES AREA ''.9 = i TENANT SALES DOOR------_ _____„._ b i"--- V) < CUSTOM OLOR CUSTOM GOLOR GUSTOM COLOR 0 I-Li NOTE: MATCH CAULK. MATCH CAULK. MATCH ::t CAULK. ‘--- C) 4 * ALL METAL FLOOR TRACKS TO BE,3 5/8" 1/4" SAN GUT 1/4" SAW GUT I I-- Di METAL TRACK, IS GA. WITH HILTI DX TYPE NK FL-I 1EiL ME ME FG-2 FL-I FASTENERS 0 18" Y O.C.0.G. P. PER IGBO EVALUATION REPORT#2138 11P. Store No. 1 2 AI * S.C. IS REQUIRED TO MAINTAINING AND/OR ----..-- ACHIEVING ANY FIRE RATING (U.L.OR I I rf:-.71:-."-d I ......„....--7 - N Drawn by: Date: OTHERWISE) FOR DEMISING PARTITION. . MWS 7/23/2010 - " - -----------EXISTING GONGRETE SLAB--- . -"------------EXISTING GONGRETE SLAB------ -""----------EXISTING CONCRETE SLAB--------___...._ Checked By: Date: FINISHED FLOOR — ..........".. — — RR DATE CHECKED _ .,_ \ \ \ (-9 _-\ R / '___OOR DT____ . ci GO\GRET=-___/GO\GR-= I ' D ...._.... • E.:- GO\GRET'/CONCR— — 9— ___ . Drawing Name: .,\-c:f SGALE: 6" = 1'-0" A-q SCALE: 6" = l'-o" A-, SCALE: 6" = 11-0" 00012.DwG VV A-q AA__ FART I T I 0\ Drawing No. A-q SCALE: 1/2" = 0 II i U car r� Z N 00 Lr) op I...it)Pliiiii.'l°1 ....- . ., o0 aC ID W I z t 0 , U x CO Z O r� t— Er- r-- E °O Z -tM I J = car :it QF— - C., x cn 1.5 Z z K1rP ■ U a ta- � All .--.-,>. '''- 'Ct.(0 a ;,iii !� --I N o0 . --. - ' '< > I !i! 41, / • '- ,,, -- ,, cf) -1 - 1 - , --- - A: ----, r i 4----- ,,„,, ,,,,„, -----„,„.,,,, --,,, NZO e1\ Q = / / �', J e...' f J t" ' UNIV .,L_,R.:(.SY TE cAS 1 -'1>,i • .l/-�. o_ a >- m GRAPHIC DISPLAY SYSTEM INSTALLATION GUIDELINES Z ♦S o 0 s* * w 1 DRYWALL CEILING HOOK • • �� SIGN GRID rn * DIM. VARIES x 12" r GEILIN6 GRID CLIP *♦�♦ '` - "5" HOOK (IYP. 4) Iw 1 r- -__--- -_ GABLE (DT. 2) _ "5" HOOK Z tatti I a TOP 6RAPHIG HOLDER _ JAM WHITE - 28" x I" DIA. L-SID._ �ANEL -- - _J t� i ' I 1 1 ..< (N FRENCH CLEAT 10" X 3/4" PINE cO N SHELVES (TYP OF 2) =�O+`�T PANEL ,..,,., c� � Cz :II Q = d 46" GRAPHIC PANEL '�- 27" x2" 20" X 3/4" a a - V) i SHELF PINNED AT a a a _` 0 S - 00 REAR TO FOLD UP 0 Z o TO WALL t i t 1\ L '°-- 1 . & z0Ct Y p i- Q v U tV Cn (— t/) 12" - BOTTOM 6RAPHIG HOLDER 30 A.F.F. TO TOP WHITE - 2S" x I" DIA. I \ U� `II Ill II I Store No. 1 2 2'-I " ♦ 3'-2" 2'-5" �, Drawn by: Date: OF SHELF I � PANEL Y AI �►.D O A/G�. GABLE M WS 7/23/2010 `�A'�.AC�.=R'S =S< UNIT S'r'ST=`/ CSR � I G ONLY CENTER GAS--ARAB �A\IL DETAILS AAA CAS-WRAF GOJ+�.T� . Checked By: Date: G RR DATE CHECKED NOT TO SCALE ff—i NOT TO SCALE ff---I SCALE: 1/2" = I'-O" Drawing Name: �—"I NOT TO SCALE 00012.DWG Drawing No. F 1 0 i i U oro 0 z N 1 cz a M o0 t w a- 1 z = - c.� 0 1::=3 U � x MODULAR SYSTEM SHOULDER SCREW LOCATION FROM THE MODULAR SYSTEM SHOULDER SCREW LOCATION FROM THE VI W BOTTOM OF PANEL (DO NOT COUNT LEVELER) BOTTOM OF PANEL (DO NOT COUNT LEVELER) z - O CABINET BOTTOM - 2nd HOLE, 64mm OR 2 I1/32" CABINET BOTTOM - 2nd HOLE, 64mm OR 2 1-1/32" F— __ FIXED SHELF - 66th HOLE, 2112mm OR 83 5/32" FIXED SHELF - 66th HOLE, 2112mm OR 83 5/32" f� w Cr) FIXED TOP - ciOth HOLE, 2880mm OR 113 3/8" o0 FIXED TOP - aOth HOLE, 2880mm OR 113 3/8" Z co 1 z 4-1/2" White I. Q 4-I/2" White Valance- ` Valance 12 - WFIXED SL W/GUTOUT Q � N�- Wall Back 2G White Category Sign x 12" - White FIXED MOUNT FLUSH AT TOP Valance • Wail Back 2q" Z SHELF : • Z N.:;!: . • W o c) White Door w/ Graphic Panel MOUNT FLUSH AT TOP U o a' • �000 • • o cn \ Nco Z -Jaj J White Wall Back 14" x Q'-6" WHITE END WHITE WALL BACK Q I •14" x q'-6" Grey End MOUNT FLUSH AT TOP MOUNT FLUSH AT TOP O = N i—I x o 14 WHITE SHELF =,�,, Hang Strip 12 White Shelf ?—I ��Hang Strip Height ci '"��Height From High • N From High Point Point On Floor 0• On Floor Q Z c- WaN w 12" WHITE CABINET 12" W Z WHITE CABINET BOTTOM N O rn Z BOTTOM b \ V 1 14" ENDS \ 14 ENDS Q SIDE NALL. SECTIONS BACC SORTS .ALL_ SECTIONS : i tiro ,., / /, ,,„ Av.1\117 „,, SEE DTL. (T\ TY I CAL ./IAL-.L I XTURE CD NOT TO SGALE a_ a_ -4L m TYPICAL SUSPENDED CEILING z cs Z CONTINUOUS WALL CLEAT c 0 _ BY TENANT'S FC. E > FACE OF I_ w w ° WALL a ca FIXTURE ° 1 CLEAT ATTACHED ° o _ \ TO PANEL 1 �" CONTRACTOR NOTE: 0 `� MEASURE UP FROM HIGH POINT OF FLOOR, O TO REAR OF SALESROOM WALL, BACK OF t FRONT MARK HEIGHT OF 6-S 1/2" w PANEL ° ! SET LEVEL LINE o O , 0 0 I� c ii. o z -‹ s h Q N ANCHOR CLEAT SECURELY TO I z O N = -' SHELVING ~ WALL STUDS 0 APPROX. 48" OG 1- v UNIT w Z I CLEAT FURN. BY TENANT'S F.G. Lu = Q = 0) (ITEM #1402000 (I I/8" X 6") _ _ Q POPLAR FURRING STRI F') - p -� X a �- (� ; : u- to O ,�' Z w 2 IiOo- oo o 0 I—// ° i 1 I z 8— � Q 0 F I N I SHED FLOOR _ It- 1.-- Di SET LEVELING LEGS SNUG TO FLOOR 1 Store No. 2 Drawn by: Date: MWS 7/23/2010 TYPICAL �A EL I \STALLAT I Off. Checked By. Date: RR DATE CHECKED \--2 NOT TO SCALE Drawing Name: 0001 2.DWG Drawing No. F 2 0 I.4\ C COO I1sI 0 40 C4 CU 4T ONIS : AIR DEVICE SCEUE M �O ?< M SPIN-IN FITTING g W LOAD CALCULATION SENSIBLE LATENT F-- " c......, O 24" X 24" LAY-IN 4-WAY SUPPLY AIR DIFFUSER I. THE MECHANICAL CONTRAGTOR SHALL BECOME FAMILIAR WITH THE PROJEGT PRIOR v �' I-1-1 c� ""4" ROOF: -0- SF (0.045)(58) - -0- BTUH -0- BTUH W/ ROUND NECK AND OPPOSED BLADE DAMPER. TO SUBMITTING A BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION U x EXISTING TO REMAIN, GLEAN TO LIKE-NEW GOND 1 TI ON. OF THE ONG PROJECT MANAGER PRIOR TO BIDDING. D c mQ WALLS: -0- SF (0.064)(24) - -0- BTUH -0- BTUH B 12" X 12" 4-WAY SUPPLY AIR DIFFUSER 2. M.G. SHALL REPLACE EXISTING VAV 130X WITH NEW BOX CONTROLS AS SPECIFIED. Z - W U GLAS _ _ O W/ ROUND NECK AND OPPOSED BLADE DAMPER. CONTRACTOR SHALL USE MALL'S APPROVED CONTROL CONTRACTOR. S: -0- SF (0.82)(24) - O BTUH -O- BTUH ROUND METAL DUCT TITUS MODEL #TDG, FRAME TYPE I. F— a. p (LENGTH AS REQU I RED) PEOPLE: 16 (250/200) = 11000 BTUH 15200 BTUH 3. M.G. SHALL CHECK THE EXISTING SUPPLY AND EXHAUST DUCT FOR ANY LEAKS AND • W op O 24" X 24 RETURN AIR GRILLE. I X I X Dr:WIPER. REPAIR SAME. RE-USE EXISTING DUCTS AND TAPS WHERE POSSIBLE. ~ LIGHTS: 5680 W (3.413) = 11386 BTUH -O- BTUH = CUBE GORE CONSTRUCTION (EGG GRA I E). = w 00 _ EEE-- ROUND FLEX DUGT TITUS MODEL #50F, TYPE 3. Z > r-� EQUIPMENT: 2800 W (3.413) - 1556 BTUH -O- BTUH (NOT TO EXGEED 5' LENGTH) 4. G.G. SHALL VERIFY THE EXISTING FIRE/ SMOKE ALARM SYSTEM IS IN GOOD WORKING -4:c I 6-00 24" X 24" RETURN AIR GRILLE. 1" X I" X I" CONDITION I T I ON AND MEETS ALL CURRENT LANDLORD AND LOCAL GODS REQUIREMENTS `J = c`v CUBE GORE GONSTRUCTION (EGG GRATE). OR SHALL MODIFY AS REQUIRED. �C ♦-- OUTSIDE AIR: 520 GFM (1.04)(-O-) _ -O- BTUH = SUPPLY AIR DIFFUSER W/ ROUND NECK TITUS MODEL #50F, TYPE I. w x • - W C/') w 520 GFM (0.68)(-0-) = -0- BTUH AND OPPOSED BLADE DAMPER. Z = ▪ o O SUB-TOTALS = 41 C 42 BTUH 15200 BTUH .� o TOTAL COOLING LOAD = 63142 BTUH UPP 1 R DIFFUSER !DETAIL SPR INKLEIR WORK. m oo 0 NO SCALE �} E—, O d' t0 I-M4Cr HEAT Its4 LOAD C�4�.CLLAT IONS : I. THE GENERAL GONTRAGTOR SHALL EMPLOY A CERTIFIED SPRINKLER CONTRACTOR 4-1 N C- r"` r APPROVED BY THE LANDLORD TO DESIGN 4 INSTALL HEADS AS REQUIRED BY LAYOUT �" IN AGGORDANGE W/ NFPA 13, LIFE SAFETY 101 4 ALL APPLICABLE LOCAL GODES, INCLUDING J N LOAD CALCULATION SENSIBLE I MALL REQUIREMENTS 4 INSURANCE CARRIER. 0 OUTSIDE �4If? CALCULATIONS VP V BOX (Dieu)) co ROOF: -0- SF (0.045)(60) _ -0- BTUH 2. THE SPRINKLER CONTRAGTOR SHALL PREPARE A SET OF SHOP DRAWINGS FOR REVIEW 1- = X 0 WALLS: -0- SF (0.064)(60) - -0- BTUH AS PER INTERNATIONAL MECHANICAL CODE BY THE GITY, OWNER AND L.L.'S INSURANGE CARRIER PRIOR TO BEGINNING ANY WORK W d. VARIABLE AIR VOLUME UNIT SHALL BE TRANE #VG-E-F-14-000-GO-DD04 AS REQUIRED BY THE CITY 4 LANDLORD. HYDRAULIG CALCULATIONS AS REQUIRED. GLASS: -0- SF (0.82)(60) _ -0- BTUH SALES : 2216 S.F. x 0.2 GFM/SF = 443 GFM 520 GFM MINIMUM, 2160 GFM MAXIMUM 3. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE HEADS. -I STOCK : 313 S.F. x 0.15 GFM/SF = 51 GFM 208V/34), 5 KW ELEGTRIG HEAT 7000 OUTSIDE AIR: 520 GFM (-O-) _ -0- BTUH TOILET : 61 S.F. x 0.15 GFM/SF = 1 GFM UNIT SHALL BE DDG CONTROLLED $ BE COMPATIBLE WITH EXISTING MALL 4. THE FIRE PRO I EGTION SPRINKLER SYSTEM SHALL BE DESIGNED FOR ORDINARY GROUP 2 ' TOTAL : 2610 S.F. @ 511 GFM CONTROL SYSTEM. THE TENANT G.G. SHALL EMPLOY THE L.L.'S APPROVED HAZARDS, NOT LESS THAN 0.20 GPM PER SQUARE FOOT OVER THE MOST REMOTE Q Z N CONTROL CONTRAGTOR TO PROVIDE ALL CONNECTION TO MALL SYSTEM. 2,500 SQUARE FOOT AREA. 0 W O MINIMUM OUTSIDE AIR = 511 GFM COORDINATE ALL REQUIREMENTS ON-SITE PRIOR TO ORDERING SEAR. C) (- TOTAL HEATING LOAD = -0- BTUH SCHEDULED OUTSIDE AIR = 520 GFM 5. ALL PRODUCTS SHALL BE F.M. APPROVED. T- Z W r" Z NZO A CI) I\ < I ('S..S:' I\\0 / filt ,.z...7, .:\;\.:,I: 1-14:;, ,://,,- r , EXISTING MEDIUM PRESSURE SUPPLY DUCT -- w II L I 1 1 1 ,, ,�-.�. 1 .,. - 0000 0000 V. 0 FLOW �p W -^{ *� lir 3 100 GFM D Z. 1:1 .::c O 0 0 0 ® © ® © J ® © © © © © Q 450 GFM CONTROL 435 GFM : oe : p _ c RETURN AIR r . _ . 0 0 �r� r ® �� 1 — • - Efl S al Cli ED ill �� 0 FACTORY INSTALLED L ' 0 yr ELF HEATING COIF. ® � ,. W E - 435 GFM Q r 'F' oe �LINE DUCT ' " . HEATER TERMINAL DO OF 1 I/2 . . ' _- . CONTROL BOX C 0 e e V Z DENSITY FIBERGLASS 'DUCT '- C` I 320 GFM EXIST. 10 a O LINER. UNING TO BE _ II w w1 w l ww l N al Pi w Iw r ail ww l O CLUED PINNED TO DUCT. LOW PRESSURE DUCT .) QO ' '' d m , mu) FAIRING TO BE INSTALLED 1 }- 0 w w x a. ie O LEADING LINING. TERMINAL TO TI �E; NEtOTT, PEE EM. Q- U w y INDEPENDENT WITH MAX. PRESSURE DF OF q) ow O 0.7 FULL FLOW.wrrH DDC CONTROLS. EXIS ING SUPPLY DUCT EXISTING SUPPLY DUCT • 0 f 9 - � Q 114 e - $ Z T -0 MIN STRAICI° T D C1 'ORK DOWN STREAM OF ELECTRIC HEATING d NEW VAV BOX W/ ELEG HEAT o - 0 } GFM = 2160 GFM H 1 GUI. LI F-ORE FIRST TAKE OFF. MAX< ...._ MIN GFM = 520 GFM X w , ` ØØ X O F,... -,i ..014 ,....ELy/ELED TERtvIINAL BOX DUAL 111 Ili 435 GFM • • 0 0 w i A 0 Q ri tom' 1 �w� ILT1 rwl al CO 1w1 w� , • �w� ~h cl A e(I) 00 OQ O _ Z - 0© 450 GFM 0 ® ® 435 GFM ® r;i ® ® 62I CO © EI II ® ® CO 00 EM M , O .::: Z • N - - 1 r W Z _. _ ( Q = rn REFERENCE ONLY 0 MECies4 4N I C I NO'T APPROVED WITH THIS PERMIT U Cvi CE W pQ SCALE: 1/4" = '-0" O MECNIC L. IGEE NOTES : zo : Z O Y 0 —i v) 4q% KID EXISTING SUPPLY AIR DIFFUSER TO REMAIN. CONTRACTOR t/') (0 0 '-'-' SHALL GLEAN TO A LIKE-NEW GONDI TION. Q — g F 0 - 05 — PROVIDE NEW SUPPLY AIR DIFFUSER AS SGHEDULED IN NEW LOGATION SHOWN. MODIFY EXISTING BRANCH SUPPLY DUCT AS REQUIRED. FIELD COORDINATE PRIOR TO BID. St 2 ore No. O EXISTING TOILET EXHAUST FAN TO REMAIN. G.G. SHALL GLEAN Drawn by: Date: 4 VERIFY UNIT IS IN GOOD WORKING CONDITION OR SHALL REPAIR AS REQUIRED. MWS 7/23/2010 O PROVIDE NEW LIGHT-STAT MODEL #TMDABU THERMOSTAT. Checked By: Date: MOUNT @48" A.F.F. FURNISHED BY TENANT, INSTALLED BY S.G. RR DATE CHECKED A NEW VAV BOX TO REPLACE EXISTING. RECONNECT TO Drawing Name: EXISTING LANDLORD SUPPLY AIR DUCT. COORDINATE ON-51 1E. 0001 2.DVG Drawing No. M 1 0 GENERAL EXAMINATION OF SITE HANGERS AND SUPPORTS GLEANOUTS l U• N A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS GLEANOUTS SHALL BE AS MANUFACTURED BY JOSAM, ZURN MFG. GO. OR EQUAL D. TEMPORARY HEAT - WHEN REQUIRED FOR PROPER INSTALLATION OR 0J z u 00 ' WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS SHALL FORM A PART EXAMINE THE SITE AND ALL CONDITIONS THEREON AND/OR THEREIN. ALL SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. I8 AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE PROTECTION OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL OF THIS SECTION OF THE SPECIFICATIONS. PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY U.S. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR AND SEWER LINES, AS GALLED FOR ON THE DRAWINGS, AND AS REQUIRED BY FURNISH AND INSTALL TEMPORARY HEATING UNITS AS APPROVED BY ''':C 00 AFFECT THE WORK UNDER THIS CONTRACT. CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR LOCAL GODES. ALL GLEANOUTS SHALL BE BROUGHT TO GRADE, AND IN ALL THE LANDLORD OR LOCAL AUTHORITY. W i a REFERENCE 15 MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE GASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDIN6. cr1 UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL SCOPE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH E. COST OF LANDLORD PROVIDED UTILITY SERVICES - IF THE LANDLORD ' = t BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A GOM- I-1/4" x I-1/4" x I-I/4" ANGLES WHERE THEY PASS THROUGH THE FIXTURES t,7 SECTION. PLETE FULLY OPERATIVE HEATING, VENTILATING, AND AIR CONDITIONING FLOOR LINES. A. WATER CLOSET-EQUAL TO AMERICAN STANDARD *2101.5ER WITH CHURCH ELEGTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTOR 0 iA W SYSTEM EXCEPT AS SPECIFICALLY EXCLUDED BY THE DRAWINGS, AND/OR SEAT *5330.063 1/2" G.W. SUPPLY AND 4" VENTED WASTE. WILL BE 50 INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE U = x SCOPE TENANT'S DIRECTIONS. B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONSTRUCTOR i 1 t� I EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE GON- SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. B. WATER CLOSET (HANDICAP), WHEN SPECIFIED - EQUAL TO AMERICAN TO PAY THE COST OF SAID TEMPORARY CONSTRUCTION AND UTILITY Z 1.-- STRUCTION DETAILS, BOTH AS ON TENANT CONSTRUCTION DRAWINGS AND EQUIPMENT EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF STANDARD #2108.408 ELONGATED WATER SAVER CADET 18" HIGH WITH SERVICES. 0 LANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HI5 BID AS NO ALLOW- A. AIR CONDITIONING UNITS - UNITS SHALL BE FACTORY ASSEMBLED AND SUPPORTS. OL50NITE #15 CLOSET SEAT AND 3405.016 SUPPLY PIPE. tr' ANCES WILL BE MADE BECAUSE OF THE GONTRAGTOR'S UNFAMILIARITY WITH PRE-TESTED INCLUDING FANS, MOTORS, COILS, FILTERS, VARIABLES NOTE FOR TENANT GENERAL CONTRACTOR , i to, THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS PITCH DRIVES, ETC. ALL UNITS SHALL BE EQUIPPED WITH AN EGONO- FLASHING G. LAVATORY - EQUAL TO AMERICAN STANDARD *0361.055 WITH IT 15 THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO H �, oO REQUIRED BY THE PAGE OF THE GENERAL CONSTRUCTION. MIZER PACKAGE AND RELIEF DAMPER. UNITS SHALL HAVE NET A. CONTRACTOR WILL PROVIDE WATER TIGHT 24 6A. SHEET METAL #2238582 WITH WRIST BLADE HANDLES AND POP-UP DRAIN FAUCET MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THIS = Z o0 CAPACITY RATINGS DETERMINED AT THE SPECIFIED DESIGN GOND I- FLASH I NG5 AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. SET, 1/2" G.W. AND H.W. SUPPLY AND I-1/2" VENTED WASTE. SHEET AS THEY MAY PERTAIN TO THE SPEC I F I G JOB. Z > M INSPECTION OF 51 I E TIONS. THESE NET CAPACITY RATINGS SHALL BE DETERMINED BY (WHEN SPECIFIED HANDICAPPED MOUNT BOTTOM OF RIM ® 21" A.F.F.) •cl� ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR 15 FAMILIAR WITH DEDUCTING FOR MOTOR HEAT. THE AIR CONDITIONING UNITS SUPPLIED B. ALL GUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, HAND I GAP SPECIFICATION: ARCHITECTURAL BARRIERS ACT, 42 U5G. 4151-4157 ._ ! = 4"---4 JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC SHALL HAVE A TOTAL SYSTEM ENERGY RATIO (EER) OF NOT LESS THAN PITCH PANS, ROOF CURBS, FLASHING'S, COUNTER FLASHIN65, REPAIR D. MOP SINK - EQUAL TO "FIAT" PRODUCTS MODEL *MSS-2424 24" x GENERAL I G INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY 15. THIS EER SHALL BE DETERMINED Sr' DIVIDING THE NET TO ROOF, ETC. ASSOCIATED HITH HVAG SUBCONTRACTOR SHALL BE 24" ONE-PIECE MOLDED STONE WITH 3" DRAIN, VINYL BUMPERSUARD THE WORK COVERED BY THESE SPECIFICATIONS INGLUDES BUT IS NOT RESPONSIBILITY. CAPACITY AS DEFINED ABOVE BY THE TOTAL INPUT WATTAGE. THE THE RESPONSIBILITY AND PART OF THE CONTRACT HVAG SUB- ON 3 SIDES. SERVICE FAUCET #830-AA; 8" GTR. TO GTR. INLETS LIMITED TO PROVIDING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY • TOTAL INPUT WATTAGE 15 TO INCLUDE THE WATTAGE OF ALL FAN CONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR WITH BACK FLOW PREVENTER/VACUUM BREAKER HOSE AND HOSE BRACKET TO COMPLY WITH HANDICAP REQUIREMENTS IN THIS ESTABLISHMENT. Z N z PERM I TS MOTORS AND ASSOG I ATED EQUIPMENT. CONTRACTOR WILL FURNISH THIS WORK 50 AS TO MAINTAIN THE ROOF BOND. #832-AA. PROVIDE 3" VEN I ED WASTE WITH "P-TRAP"; 1/2" HOT AND W O = ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE VIBRATION ISOLATION AS REQUIRED AND RECOMMENDED BY EQUIPMENT GOLD WATER SERVICE. GAULK WITH A SILICONE SEALANT ALONG TOILET ROOM ACCESSORIES U'' r•r-) WORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED. MANUFACTURER. DAMPERS WALLS. MOUNT MOP HANGER AT 4'-0" A.F.F. ALL MATERIALS FUR- A. MIRROR BOTTOM EDGE SHALL BE LOCATED 40" MAXIMUM ABOVE FLOOR. A. SPLI I I t R DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT LESS NISHED AND INSTALLED BY OWNER'S CONTRACTOR. (4.11.6) CODE REQUIREMENTS a AIR COOLED CONDENSING UNITS - UNITS SHALL BE FACTORY ASSEMBLED THAN NO. 16 U.5. GAUGE WITH THE LEADING EDGE HEMMED. EACH > co 0 ALL WORK UNDER THIS GONTRAGT SHALL COMPLY WITH THE PROVISIONS OF AND PRE-TESTED, AND WILL INCLUDE HEAVY GALVANIZED STEEL DAMPER SHALL BE LARGE ENOUGH TO COVER THE SMALLER OF THE TWO E. FLOOR DRAIN - EQUAL TO JOSAM 3" *303 GAST IRON DRAIN WITH B. TOILET TISSUE DISPENSER SHALL BE MOUNTED WITHIN 12" FROM THE THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND HOUSING FINISHED HITH BAKED ENAMEL, AIR COOLED CONDENSERS HITH OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: NICKEL-BRONZE ADJUSTABLE STRAINER; INSIDE CAULK. OUTLET AND FRONT EDGE OF TOILET SEAT. 11" MIN. A.F.F. (4.16.6) 0 (° SHALL SATISFY ALL APPLICABLE GODES, ORDINANCES, OR REGULATIONS OF COPPER TUBES AND ALUMINUM FINS, CONTROL PANEL, COMPRESSOR HIGH CLAMPING DEVICE WHERE REQUIRED. N(o THE GOVERNING BODIES, WHETHER 50 SHOWN OR NOT, AND ALL MOD I F I GA- AND LOW PRESSURE CUTOUTS, MUFFLERS, CRANKCASE HEATERS, LIQUID EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO G. OPERATING PARTS OF DISPENSER AND DISPOSAL FIXTURES SHALL BE Z j N TIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR RECEIVE, ETC. COMPRESSORS SHALL BE OF THE HERMETICALLY SEALED YOUNG REGULATOR NO. I WITH DAMPER ROD END BEARINGS ON OPPOSITE F. WATER HEATER - TYPE EQUAL TO RHEEM "POINT OF USE" MODEL. 10 WITHIN 40" OF FLOOR. (4.23.1)WITHOUT ANY ADDITIONAL COST TO THE OWNER. OR SEMI-HERMETICALLY SEALED TYPE. (LOW AMBIENT CONTROL STD.) END. GALLON CAPACITY 1500 WATTS AT 120/1/60. INSTALL ABOVE TOILET al I ROOM WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO MOP WATER CLOSET GRAB BARS MA I ERIALS AND WORKMANSHIP G. CENTRAL STATION AIR HANDLING EQUIPMENT - (IF SCHEDULED ON CONGEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR SINK AS AN INDIRECT WASTE. A. ONE AT SIDE 42" LONE EXTENDING IN FRONT OF WATER CLOSET; ONE A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE DRAWINGS) SHALL BE LOW TO MEDIUM PRESSURE SINGLE ZONE DRAW- NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH AT REAR 36" LONG CENTERED ON WATER CLOSET; BOTH MOUNTED 36" I x 0 APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHER- THRU UNITS EQUAL TO TRANE OR CARRIER. THEY SHALL BE COMPLETE ENDS). G. PAPER TOWEL DISPENSER - DISPENSES 400 G-FOLD OR 525 MULTIFOLD ABOVE FLOOR. (4.26) d, WISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY DEFECTS. ALL WITH COOLING AND/OR HEATING COILS AND ACCESSORIES AS SPECIFIED PAPER TOWELS. CABINET - STAINLESS STEEL (BOBRIGK EQUIPMENT W LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND ON THE PLANS. B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS #B-262 OR EQUIVALENT). B. BARS SHALL BE I-1/4" - I-1/2" I N DIAMETER WITH I-1/2" CLEAR- I QUALITY UNLESS OTHERWISE SPECIFIED. MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES GO. (AFFGO) OR ANGE TO WALL. (4.26) V 1 J a I RELIEF AIR FANS EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL H. MIRROR - 18" X 30" WITH ONE PIECE ROLL FORMED FRAME, TYPE ( B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT I. GRAVITY RELIEF - EQUAL TO BREIDERT TYPE "RLO" WITH NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON 304 STAINLESS STEEL, WITH CONGEALED HANGER (BOBRIGK EQUIPMENT G. BAR FASTENERS AND MOUNTING SUPPORT SHALL WITHSTAND 250 LB5J WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK INTEGRAL BACKDRAFT DAMPER AND INSECT SCREEN. ONE-HALF INCH (1/2") DIAMETER RUSTPROOF AXLE. BEARINGS SHALL #B-210 OR EQUIVALENT). FT. BENDING, SHEAR, AND TENSION. (4.26) QZ SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AND ON GOM- BE OF THE SELF-LUBRICATING FERRULE TYPE. Q W O N PLETION, THE INSTALLATION SHALL BE THOROUGHLY GLEANED AND ALL 2. POWER RELIEF - EQUAL TO BREIDERT TYPE "LO-SET" SET I. SURFACE MOUNTED SOAP DISPENSER - PUSH-UP DISPENSER WITH WATER CLOSET DEBRIS PRESENT AS A RESULT OF THIS GONTRAGT SHALL BE REMOVED WITH MOTORIZED DAMPER AND INTEGRAL BAGKDRAFT DAMPER G. JOB FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN SQUARE VISIBLE CONTAINER AND CHROME PLATED MOUNTING BRACKET (BOBRIGK A. HEIGHT OF WATER CLOSET SEAT SHALL BE 18" A.F.F.; AMERICAN- U H FROM THE PREMISES. AND INSECT SCREEN. ELBOWS. PROVIDE AND INSTALL BARBER-COLMAN AIRTURNS OR EQUAL. EQUIPMENT #8155 OR EQUIVALENT). STANDARD MODEL 21008.416. (4.16) r_ Z W TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN Q GODES AND REGULATIONS D. ELECTRIC STRIP HEATER - EACH STRIP HEATER SHALL BE CONSTRUCTED WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTER- J. SURFACE MOUNTED TISSUE DISPENSER - HEAVY DUTY ALUMINUM B. FORGE REQUIRED TO ACTIVATE FLUSH VALVE SHALL BE 5 LBS. � Z EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES TO SLIP INTO THE DUCT THROUGH A RECTANGULAR OPENING IN THE LINE RADIUS OF ONE AND ONE-HALF (I-1/2) TIMES THE DUCT WIDTH. CASTING; MOLDED HIGH IMPACT PLASTIC SPINDLES; HOLD 2000 MAXIMUM (4.165) AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN OR SIDE. EACH STRIP HEATER SHALL BE FURNISHED COMPLETE WITH SHEET ROLLS (BOBRIGK EQUIPMENT #B-2130 W/O CONTROLLED DELIVERY rn N Z 0 SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND BUILT-IN MAGNETIC CONTACTORS, AIR FLOW SNITCH, AND FACTORY FIBROUS GLASS DUCT SYSTEMS OPTION OR EQUIVALENT). LAVATORY V 1 N Q I SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE PREWIRED TO TERMINAL STRIPS FOR LINE AND CONTROL CONNECTIONS AT HI5 OPTION, THE CONTRACTOR MAY FURNISH OWENS-CORNING 800FR OR A. PROVIDE 30" x 48" CLEAR.FLOOR SPACE FOR FORWARD APPROACH, GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR IN THE FIELD. A THERMAL CUTOUT SHALL BE FURNISHED WITH EACH 800FRK OR EQUAL FOR ALL SUPPLY AND RETURN DUCTWORK WHERE THE AIR K. GRAB BARS FOR THE PHYSICALLY HANDICAPPED, AS REQUIRED: 18 INCLUDING KNEE AND TOE SPACE. (4.113) -+--1 r- V)°- PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, STRIP HEATER TO PROTECT THE HEATER AGAINST AIR FAILURE. THE VELOCITY IS UNDER 2400 FPM, STATIC PRESSURE 15 2" OR LE55 AND THE GAUGE, TYPE 304 STAINLESS STEEL WITH NON-SLIP GRIPPING SUR- ,, r"; //a j/�/' RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBGON- COMPLETE HEATING UNIT SHALL BE LISTED BY UNDERWRITER'S AIR TEMPERATURE 15 250 F OR LESS. SYSTEM SHALL BE FABRICATED, FACE; EXPOSED MOUNTING PLATES - LENGTHS AS REQUIRED BY STA I E B. PROVIDE CLEAR SPACE BENEATH LAVATORY 21 HIGH x 30" WIDE x ,..1 : , ;,/( TRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. LABORATORIES, ING. COILS SHALL BE ARRANGED FOR MINIMUM TWO- REINFORCED AND INSTALLED ACCORDING TO THE "SMAGNA" PUBLICATION - AND LOCAL GODES (BOBRIGK EQUIPMENT #B-6106 SERIES OR 8 DEEP (KNEE SPACE) AND g HIGH FROM THE FLOOR x 30" WIDE x .r STAGE CONTROL IOKW AND ABOVE. FIBROUS GLASS DUCT CONSTRUCTION STANDARDS, FOURTH EDITION, 1115. EQUIVALENT). 11" DEEP FROM FRONT OF LAVATORY (TOE SPACE). (4.11.2) �-,', \I° f' PROTECTION OF WORK AND PROPERTY „ „ L. WASTE RECEPTACLE - METAL FREE STANDING WASTE WITH OPEN TOP. , • A 1� A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PRO- E. FILTERS - FILTERS SHALL BE OF THE THROW AWAY TYPE WHEREVER ALL JOINTS ARE TO BE SEALED WITH 2-1/2" SMAGNA APPROVED PRESSURE G. HOT WATER AND DRAIN PIPE UNDER LAVATORY SHALL BE INSULATED ,.u, ,,f r , ; t-r.,,r,,.;-- TECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE POSSIBLE. IF FILTERS ARE OF NECESSITY THE PERMANENT TYPE, SENSITIVE ALUMINUM TAPE MEETING AFTS 100-13 STANDARDS AND THE WITH ARMSTRONG ARMFLEX PIPE INSULATION. MITER GUT PIECES ' ,v ' ` .. M. OWNER'S CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OWNER'S PROPERTY FROM INJURY OR LOS5 ARISING FROM HI5 WORK. THEN THEY MUST BE OF THE GLEANABLE, HIGH VELOCITY TYPE AND REQUIREMENTS OF U.L. 181. APPLICATION SHALL BE IN ACCORDANCE WITH JOINTED TOGETHER WITH ARMSTRONG 520 ADHESIVE. (4.I1.4) �,`, , HE SHALL MAKE GOOD ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SHALL BE AMERICAN AIR FILTERS, AIR MAYS, EVANS, OR APPROVED AFTS 101-13. (REFER TO MANUFACTURER'S INSTRUCTION SHEET FOR INSTALLATION OF ALL TOILET ACCESSORIES INCLUDING PROPER .,.... BLOCKING IN WALL. SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HI5 CONTROL AND EQUAL. FILTERS SHALL BE OF THE OPTIMUM THICKNESS AND DESIGN SPECIFIC DETAILS FOR U.L. 181 REQUIREMENTS.) RECOMMEND FASSON D. FAUCET CONTROLS AMERICAN STANDARD (1516.112 OR EQUAL) SHALL g'{Y NOT TO HIS FAULT OR NEGLIGENCE. HE SHALL ADEQUATELY PROTECT FACE VELOCITY SHALL NOT EXCEED 550 FPM. INSTALLATION OF THE 0805. DO NOT APPLY AT TEMPERATURE BELOW 32 F. N. DRINKING FOUNTAIN - TYPE EQUAL TO ELKAY #EBFSA-8 BARRIER FREE WALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR - r; ADJACENT PROPERTY AS WELL. AIR CONDITIONING UNIT SHALL BE SUCH 50 AS TO NOT IMPEDE MOUNTED WATER COOLER. 8 &PH CAPACITY, 4.8 FLA, 410 WATTS, 1/5 H.P. TWISTING OF WRIST AND AN OPERATING FORGE NOT EXCEEDING 5 -_g , : _. ACCESS TO THE FILTERS. IF THE FILTERS ARE IN FRAME HOLDERS, DUCTWORK - EXCEPTIONS LBS. (4.11.5) B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THEN SUCH HOLDERS SHALL BE PROVIDED WITH A LEFT HANDLE. DUCTWORK FOR EXHAUSTING AIR OR OUTSIDE SUPPLY AIR SHALL BE ALL , '' ',a g O. SINK PUMP SYSTEM - MYERS MODEL *ED-25 ABOVE GROUND ' ( �".,�v-'. THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY METAL AND CONSTRUCTED ACCORDING TO RECOMMENDED PRACTICES AS FOUND WASTE HATER PUMPING SYSTEM. THE PLUMBING CONTRACTOR E. SELF-CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT `� WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING F. EXHAUST FANS IN THE LATEST ISSUE OF ASHRAE. SHALL INSTALL THE SYSTEM ACCORDING TO ALL RECOMMENDATIONS LEAST 10 SECONDS. (4.115) tci CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO I. SHOW WINDOWS - EQUAL TO GOOK GEM-N SERIES. NOTE THAT IN OF THE MANUFACTURER. A CHECK VALVE SHALL BE INSTALLED PERSONA ON OR ADJACENT TO THE PREMISES WHERE THE WORK 15 ANSI' CASE, NO PLASTIC PARTS WILL BE AGGEPTABLE. SUPPORT OF DUCT SYSTEM ON THE DISCHARGE AS PER MANUFACTURER. 8A/I2OV/I PHASE. Q BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSUR- DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT ANGE REQUIRED TO PROTECT HIMSELF, OWNER AND TENANT FOR THE 2. EXHAUST FANLIGHT COMBINATION BY E.G. SHALL BE NUTONE MORE THAN 8' O.G. FOR STRAIGHT DUCTS UP TO 35" TO 51" MAXIMUM VALVES >- DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC #8663, 100 CFM; 0 25 S.P. WITH 4" DIA. DUCT AND BACK- DIMENSION, 6' O.G. AND DUCTS OVER 60: MAXIMUM DIMENSION, 4' O.G. LIABILITY. DRAFT DAMPER 110/1/60, 1.1 AMP, 51 WATTS. ALL VALVES SHALL BE BRASS AND MANUFACTURED BY GRANS, NIBGO, >- HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE STOGKHAM, LUNKENHE I MER, NORDSTROM, GRI NNELL OR EQUAL. CHANGES IN THE WORK G. ALL SINGLE STAGE UNITS WILL BE EQUIPPED WITH DYNELGO MULTI- "SMAGNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT THE SPRINKLER SYSTEM THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK 51-AT MG2-PG-AVU THERMOSTAT. A DUAL STAGE UNIT WILL BE DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE AFOREMENTIONED S S NHOP DRAWINGS - THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, EQUIPPED WITH A TANDEM DAY/NIGHT THERMOSTAT ARRANGEMENT. DOCUMENTS ARE ADHERED TO. A.THE CONTRACT SUM BEING ADJUS I ED ACCORDINGLY. DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION WILL DRAWINGS TO THE TENANT'S LANDLORD AND TO THE APPROPRIATE BE AS FOLLOWS: REINFORCEMENT RATING BUREAU FOR THEIR APPROVAL. A COPY OF THE APPROVAL COOPERATION ALL DUCTS REQUIRING REINFORCEMENT SHALL BE REINFORCED ACCORDING TO LE i 1 ER FROM THE RATING BUREAU SHALL BE FORWARDED TO THE ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CON- COOLING: 10 F MINIMUM OCCUPIED COOLING TEMPERATURE THE LATEST EDITION OF "SMAGNA" MANUAL. TENANT'S LANDLORD AND TO: JUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN A 85 F COOLING NIGHT SETBACK. MIKE &ORMAN MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME AT MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL. ALL MIN O_ THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. REFER- HEATING: 15 F MAXIMUM OCCUPIED HEATING T GEN ERAL NUTRITION CORPORATION'TEMPERATURE SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. SIXTH AVENUE f- O ENGE SHALL BE MADE TO THE OWNER FOR INSTRUCTIONS SHOULD ANY 60 F HEATING NIGHT SETBACK. p..— t15 QUESTIONS ARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS, ACCESSORY ITEMS PITTSBURGH' PA 15222 - CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO H. THE HVAG SUBCONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, RESISTER CONNEG- U w REMOVE ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE HVAG EQUIPMENT AND APPARATUS WITH 2" HIGH PAINTED STENCILED B. SPRINKLER HEADS - SHOW WINDOWS - HIGH TEMPERATURE. CHROME v)TIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE .Li LA OF STRENGTH OF THE STRUCTURE. STORE NAME ON ALL SIDES OF EQUIPMENT. INSTALLED ACCORDING TO THE LATEST PUBLICATION OF "SMAGNA" MANUAL. PLATED, COMPLETELY RECESSED TYPE. SALES AND OFFICE AREA - p CHROME PLATED, SEMI-RECESSED TYPE. STORAGE, TOILET AND WORK SUBSTITUTION OF MATERIALS DUCTWORK PIPING AREA WITH CEILINGS - BRASS, PENDANT TYPE. STORAGE AND WORK MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. A. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON AREA WITHOUT CEILINGS - BRASS UPRIGHT TYPE. THE PRODUCTS OF OTHER MANUFACTURERS MILL BE ACCEPTABLE, IF IN THE GALVANIZED PRIME GRADE SHEET STEEL OF THE FOLLOWING GAUGES: THE DRAWINGS. SIZES SHOWN ON THE DRAWINGS ARE NOMINAL PIPE ROUGH-INS OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS SIZES. FOR SECOND LEVEL STORES, THE I ENANT'S GENERAL CONTRACTOR SHALL RUN GOOD OR BE I I ER THAN THE MATERIAL SPECIFIED, AND HILL SERVE WITH DUCT SIZE GAUGE ES REQUIRED FOR PLUMBING ROUGH-I N5 TIGHT AGA i NST THE QUAL EFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE 12" AND LESS NO. 26 U.S. GAUGE B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES SIDE ALL LINES THE SECOND FLOOR LEVEL. THE SECOND FLOOR STRUCTURAL SLAB UNDER- ITEMS SPECIFIED WERE INTENDED. 13" TO 30" NO. 24 U.S. GAUGE WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED 31" TO 54" NO. 22 U.S. GAUGE WITH THE PROPER PITCH. SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOP DRAW I NGS 55" TO 84" NO. 20 U.5. GAUGE SHOWN ON THE PLANS. w H SHOP DRAWINGS AND CATALOGUE DATA ON ALL MAJOR ITEMS OF EQUIPMENT 85" AND OVER NO. 18 U.S. GAUGE C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN p AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE MA I I ER PRESENT AND SHALL BE SWABBED IF NECESSARY. TESTING AND ADJUSTING CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMI I I CD BY THIS B. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED AS CONTRACTOR WILL DEMONSTRA 1 E OPERATION OF SYSTEM TO FULL SATIS- CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING FACTION OF TENANT, WILL BALANCE AIR FLOW IN ACCORDANCE WITH AIR FOLLOWS: PLUMBING Z CONSTRUCTION. MATERIALS QUANTITIES ON DRAWINGS AND WILL RECORD VOLUME READINGS IN AGGOR- SIZE METHOD A. SANITARY SEWER - GAST IRON OR COPPER PIPING MAY BE USED EXCEPT DANCE WITH ASHAE AND PROVIDE SAME TO I ENANT. SAS PIPING SHALL DRAWINGS AND SPECIFICATIONS IT AND LESS "5" AND DRIVE CLEATS THAT ALL PIPING BELOW GRADE SHALL BE GAST IRON. VENTS TWO WITHSTAND AIR PRESSURE TESTING PER UNIFORM PLUMBING CODE. A. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE 18" TO 30" "L" STANDING SEAMS ON INCHES (2") IN SIZE AND SMALLER MAY BE EITHER SCHEDULED 40 _J a M VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND 3'-0" CENTERS GALVANIZED STEEL OR COPPER PIPING. GUARANTEE THE METHOD OF CONNECTING AND CONTROLLING THEM. IT 15 NOT 31" TO 54" t-1/4" STANDING SEAMS ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARAN I EED FOR < Z N IN I ENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS ON 3'-O" CENTERS B. DOMESTIC WATER AND HOT HATER PIPING SHALL BE COPPER TYPE "L" A PERIOD OF ONE (I) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED M O N REQUIRED FOR A COMPLETE SYSTEM. INSULATED WITH ARMAFLEX OR EQUIVALENT i NSULAT I NG TO A THICK- SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE F.- ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME NESS OF I". A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL W CD N B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN GRADE SHEET STEEL OF THE FOLLOWING GAUGES: BE REPAIRED OR REPLACED BY TH15 SUBCONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE TENANT. Q = 0) ITEMS SHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DES- G. GAS PIPING SHALL BE BLACK STEEL SCHEDULED 40 WITH SCREWED GRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE DUCT SIZE (DIAMETER) DUCTS FITTINGS FITTINGS. V) SUBMI I I ED TO THE OWNER FOR APPROVAL. 8" AND LESS 24 22 MECHANICAL d .Q q" TO 18" 22 20 D. CHILLED WATER SUPPLY AND RETURN PIPING SHALL BE GALVANIZED TEMPORARY SERVICES �r �r th RESPONSIBILITY 11" TO 30" 20 18 STEEL PIPE (STANDARD WALL) OR TYPE "M" HARD COPPER TUBING. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF REFERENCE RENCE ONL J. cc A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY ALL PIPING SHALL BE INSULATED WITH I" THICK OWENS CORNING TEMPORARY SERVICES: WITH,H THIS PERMIT I- O AND GOMPLE I E EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. ALL 10 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) FIBERGLASS 25 A5J/55L OR EQUAL. A. TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A NOT APPROVED HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PRO- PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH JOB SITE TELEPHONE AND NOTIFY TENANT AS LISTED ON SHEET A-I Z W 00 VIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, LOCKS. JOINTS SHALL BE SWAGGED WITH ONE-HALF INCH (I/2") MAKING UP PIPE OF THE TELEPHONE NUMBER AND THE NAME OF THE SUPERINTENDENT. 0 _ ^ a REGARDLESS OF WHETHER SUCH ITEM 15 PARTICULARLY SPECIFIED OR OVERLAP. A. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO B. TEMPORARY WATER - WATER REQU i RED i N THE PERFORMANCE OF THE I—INDICATED. THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. ( z O r G. ALL SUPPLY AIR DUCTS (HEATING AND COOLING) AND RETURN AIR PIPE SHALL BE REAMED AFTER THREADING. RATER USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQUIRE- B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED STEEL WITH BALANCE REPORT AT COMPLETION OF PROJECT. THIS IS REQUIRED FOR MINIMUM I" THICK INTERNAL ACOUSTICAL AND THERMAL INSULATION. B. BELOW GRADE SANITARY PIPING SHALL BE GAST IRON PIPE AND SHALL MENTS OF STATE AND LOCAL AUTHORITIES FOR POTABLE RATER. _ BOTH REMODELED AND NEW STORES. ALL EXHAUST AND RELIEF AIR DUCTS SHALL BE GALVANIZED STEEL. BE MADE UP WITH ONE THIRD OF THE HUB CAULKED WITH FIRST (i) co 0 w QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST QUALITY C. TEMPORARY ELECTRICITY - I EMPORARY ELECTRIC SERVICE REQUIRED Q ,_, C.) HEATING, VENTILATING AND AIR CONDITIONING D. CONTRACTOR WILL INSTALL INSECT SCREENS ON ALL DUCT OPENINGS CAULKING AT ONE POURING AND CAULKED TIGHT. ABOVE GRADE TSC IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND "4- Ca- GENERAL WHICH LEAD TO OR ARE OUTDOORS. INSECT SCREENS SHALL BE 10 SHALL HAVE OPTION OF USING PVC AS CODE PERMITS. PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL, AND H N A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL GAUGE, ONE-HALF INCH (I/2") MESH IN REMOVABLE GALVANIZED MAINTAIN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, STEEL FRAMES. G. COPPER JOINTS SHALL BE MADE UP WITH 15-5 SOLDER. AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT INFORMATION, OR INSTRUCTIONS TO BIDDERS, AND THE GENERAL CON- LOCATIONS REQUIRED IN THE WORK AND SHALL BEAR THE COST OF Store No. 1 2 DITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY THE E. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE HANGERS AND SUPPORTS MAKING THE SERVICE CONNECTIONS. BEFORE FINAL ACCEPTANCE, OWNER, HEREWITH, OR OTHERWISE, SHALL BE COMPLIED WITH IN EVERY PROCEDURES DESCRIBED IN THE AMERICAN SOCIETY OF HEATING HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE RESPECT. REFRIGERATION AND AIR CONDITIONING ENGINEERS GUIDE (ASHRAE) 10'-0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE NO. I1GIF OR CONTRACTOR SHALL BE REMOVED AND THE SERVICE CONNECTIONS Drawn by: Date: AND FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST GRINNELL NO. 104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF SEVERED IN ACCEPTABLE MANNER. MWS 7/23/2010 B. THE LISTING HEREIN OF AN ARTICLE OR MATERIAL, OPERATION OR METHODS RECOMMENDED IN THE SHEET METAL AND AIR CONDITIONING WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL CONTRACTORS NATIONAL ASSOCIATION (SMAGNA) LOW VELOCITY DUCT HANGER RODS. Checked By: Date: EACH ITEM LISTED, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. MANUAL, LATEST EDITION. RR DATE CHECKED THE CONTRACTOR SHALL PERFORM EACH OPERATION PRESCRIBED OR LISTED ACCORDING TO THE CONDITIONS STATED. Drawing Name: 00012.D\VG Drawing No. M 2 0 1 I c3 �, r'- --- — -- I'— I I z CI o0 -I I L _ o0 0000 0000 w 04 04 E--- ., cv (E)P-I O 0 Z = CD - F. 0 0 0 W U z x-ac.". s I1__ M � M M Mil ©5 III 0 L`'s S S S S 5 5 5 5 04 u 0 DXR - d- r`. i 5 0 ^ `°ce IS `! -1 R a R -1 R a R -1 R a R 7 R a R 1 R 0 W o0 p-7,q 04 Z Q rM /:/ I li ® : * -d- 5 & Z try z Et El El ""� LA LA M. W C� _ i q R R q R 1 R q R R a R -7 R a R ' r� o f.) o 0N00 S 11 11 Z -Joo '- N ril ITI 17.1 111 El LA El 17.1 IE 0 'Or t p_12 - i 7 R q R 1 R q R 1 R q R -1 R q R -1 R �j I i E-1 I C° Q 0 X 0 W � .- P-13 I 111 111 O 5 0 � J ^ I I # LEI El I "—Eli m �wi. '--® Iwi ``''E0 04 P-5: RUN GIRGUIT IO o 16 i 1 Q q R 1 R Cl R 1 R q R -1 R a R -1 R a R THRU TI MECLOGK O QZT-- `I - EM.2 LEM2 0, S S S 2 S I 5 S S S S 2 S S S S S g ME wr.i NG 1/5 4 W r 0 ON o F- Z r- W NI— OZ NQI \'!._ - '7 L, TIN N T� . ' , i J I WAY!Y ./t ,..��i J E s (a., SCALE: I/4" = I'-O" .y i, w.y tL C 1\1 241. 1_IGH'C ING NOT , A Dx I. ALL EXIT 4 EMERGENCY LIGHTS SHALL BE CONNECTED TO S� NEAREST GENERAL LIGHTING GIRGUIT 4 REMAIN UN-SWITCHED. ,�' a_ a_ -- a K P-I: RUN CIRCUIT In >- � m THRU TIMEGLOCK•• I r ■ O -I 0 cY AiII? I -1 REFERENCE ONLY z —, AiJ .� i I D_ .CD OE NOT APPROVED WITH THIS PERMIT < Z 17 17 11 17 17 17 I� I� 11 cn O O o O O O O O o 0 oZ (E)p_28,30 P-23 P-25 P-14 al F= Q a a' cn _ E3i @:; w w o o® em b (E)P-10 `� —J _ _ _ _ _ o I -- ` OI J BOX 4 30A/2P/I 15V/NF/N I DISCONNECT SWITCH TO BE MOUNTED WITHIN 6' O" OF BULKHEAD. TRANSFORMER AND FINAL CONNECTION BY ELECTRICAL P-32,34,36 F CONTRACTOR. SION ON TIME CLOCK BY E.G. >' 02 E.G. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE/FIRE L/ ,,, ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE 17 AV ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYS I EM, E.G. d FW- I O I :: a �' 2 P-3: RUN GIRGUIT SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE dJ -cc P-2 I O O DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, c0 c0 cm ■ D 8 THRU TIMEGLOGK WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LANDLORD b ED �- ' 24 AND/OR LOCAL FIRE MARSHALL. FIELD VERIFY AND COORDINATE. c5 0 O — '-4 ■ C:) 3 NOT USED Z P-I6 ( Q ABOVE O4 E.G. SHALL FURNISH AND INSTALL A DUPLEX RECEPTACLE AND J U, I _.,__ I� CEILING L I NG I "CEILING" HOOK W/ NON-COMBUSTABLE BLOCKING FOR SUPPORT, O i O MOUNTED IN CEILING FOR SUSPENDED NEON SI ON OR FOR GABLE z /� 8 6 n: 2Q I SYSTEM SIGN IN STOREFRONT SHOW WINDOW. FIELD COORDINATE 0 N iiii D IN EXACT LOCATION. W c I• F- e 05 DUPLEX RECEPTACLE FLUSH MOUNTED IN WALL AT 18" A.F.F. < _ ..=.! 0 EXISTING G.F.G.I. DUPLEX RECEPTACLE FLUSH MOUNTED AT 42" A.F.F. Q U C3 / 0 - - O EXISTING LOCATION OF TELEPHONE SERVICE BACKBOARD. EXISTING 0 al I'm"". 0 . t , '-18 SEPARATE GROUND RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. z MM '_ Ki et = O O ELECTRICAL SERVICE 0'12 (E)P-2 REFER TO ELECTRICAL RISER DIAGRAM SHEET E.2 0 0• i 12 0 O EXISTING J-BOX 4 30A/2P/208V/NF/N-1 DISCONNECT SWITCH FOR WATER HEATER. f z 0 AV O = O P-15 — � p_I q p_17 11 I O NEW J-BOX 4 30A/3P/205V/FUSED 20A/N-I DISCONNECT SWITCH Z I� 17 17 11 17 I�1 I? I� I� I�t 17 J FOR NEW VAV/HEAT. tl) cfl U O O O O O O . < v"- - Q i .I. _ .I. II DUPLEX RECEPTACLE FLUSH MOUNTED IN WALL AT 36" A.F.F. FOR MANAGER'S I H can,,i. ; � ;i,I :,:: .c. DESK UNIT. FIELD VERIFY LOCATION WITH FIXTURE INSTALLER AND G.C. 0 0 0 12 DUPLEX RECEPTACLE RECESSED MOUNTED IN N HALL APPROXIMATELY 1 2 8'-O" A.F.F. CENTERED OVER THE REAR SALES/SERVICE DOOR SO THE Store No. P-6 ; 3/4" G. W/ ONE PHASE CONDUCTOR, NEUTRAL AND - LIGHT BOX GAN LAY FLAT AGAINST THE HALL. SEPARATE GROUND FOR DEDICATED RECEPTACLES. ALL HOMERUNS FROM GASHWRAP 13 THE EXIT SIGN SHALL BE MOUN I ED OR RE-LOCATED (IF EXISTING) AS CLOSE Drawn by: Date: A CONDUCTOR, NEUTRAL • SHALL BE IN SEPARATE CONDUITS O MWS 7/23/2010 P 8, 24; 3/4 G. W/ ONE PHASE GD DUCTOR, L AS POSSIBLE TO THE CEILING TO PROVIDE CLEARANCE FOR L i GHTBOX. AND GROUND FOR RECEPTACLES. Checked By: Date: TO TELEPHONE BOARD -♦ 14 J-BOX MOUNTED ABOVE CEILING TO BOTTOM OF STRUCTURE. COORDINATE R R DATE CHECKED FINAL LOCATION ON-SITE W/ ONG PROJECT MANAGER PRIOR TO SETTING, DED I CA I ED CIRCUIT W/ LOCK-ON BREAKER. Drawing Name: 04 TRENCH/CORE DRILL FLOOR AS REQUIRED. 0001 2.DWG POWEIN 16 RECONNECT RELOCATED LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT Drawing No. AND SW I TCHLEG. g SCALE: I/4" = I'-O" 1 1 E 1 7 MOUNT QUADRAPLEX OUTLET @ 8'-O" A.F.F. SI'MBOL L[S ND LIGHT FIXTURE SCHEDULE LAMP SCHEDULE 0 ■ # OF TOTAL N f SYMBOL TYPE DESCRIPTION MANUFACTURER CATALOG NO. VOLTS MOUNTING DESCRIPTION LAMPS WATTS ® Z oO d DUPLEX RECEPTACLE o0 ,,{I,,II,, ■ m 2 x 2 FLUORESCENT W/ q CELL DPA26gL52FT clv DEDICATED RECEPTACLE iii A PARABOLIC LENSES LIGHTOLIER (120127705) 120/211 REG FT4OT5/835 2 15 M ADV RGN-2TTP40-5G 2L BIAX Q CIS FLUSH MTD FLOOR RECEPTACLE •R...• 2 x 4 FLUORESCENT W/ q CELL DPA26I2L5232 W CI--■��■ AA LIGHTOLIER (120/21105) 120/2'71 REG T8\32W\835 2 5q I- - N_ ♦ TELEPHONE OUTLET ��• PARABOLIC LENSES ADV INC.2P325G GEN 2L Z = 2 X 2 FLUORESCENT W/ SPS26FSVA2FT FT40T✓/835 ° W JUNCTION BOX B PRISMATIC AGRYLIG LENSE LIGHTOLIER (120/21105) 120/211 REG BIAX 2 -15 w = x ADV RGN-21 i t'40-5G 2L On -ct To 24HR DAY-TIME CLOCK � BB 2 X 4 FLUO�ENT W/ LI&HTOLIER S (120/21105) 120/211 REG T8/32W/835 2 5g Z t 2 D15GONNEGT SWITCH PRISMATIC AGRYLIG LENSE -- ADV INC ING 2P325C GEN 2L 0 ,1{, RECESSED 6" OPEN DOWNLIGHT G6g3DDGLW/ PAR 30/75W/HIR i 15 h--- WJ TELEPHONE BOARD O G PAR W/ FRAME KIT LIGHTOLIER 120 REG G612O SHORT NECK C 000 ELECTRICAL PANEL I D 48" TWO LAMP OPEN STRIP LIGHT L I6HTOL I ER 5W45232HPSG GEN 120/277 SUR T8/32W/835 2 64 I-- Z *12, ADV iNG 2P325G GEN 2L o i i I 3 12, I/2 G (2 GKT WIRES AND I NEUTRAL) 11- 11 E 'WALMASTER' 2' WALLWASHER LIGHTOLIER WMRL124I2018 QSNG 120/2T1 REG FT40DL/835/R5 I 40 Z `Z ADV RGN-ITTP40-5G IL __J N S -"'� HOME RUN < I__ ,d„ 4►-- CONDUIT STUBBED UP 1I-'"''11 EE 'WALMASTER' 4' WALLWASHER LIGHTOLIER WMRL244I2OSB 626NG 120/211 REG FT4ODL/835/RS 2 80 X W C/') LL 0- CONDUIT STUBBED DOWN o F RECTA AN CERAMIC METAL HALIDE LIGHTOLIER 23F-10T6WH 120 PEN/TRK MG"10T6N/612/830 I 70 Z O RECTANGULAR FLOW W O = GFI GROUND FAULT INTERRUPTER C..) M h 6 LYTESPAN CERAMIC METAL HALIDE LIGHTOLIER 23S1OTbWH 120 PEN/TRK MC70T6N/612/830 I 10 N.L. NIGHT LIGHT / STEP SPOT REFLECTOR-MHT6RS J� T/G TIMEGLOCK o 01 26" - 2 LAMP FT40DL/835/R5 2 80 v 1 Q H BIAX TRAG HEAD LIGHTOLIER 821 ENWH 120 PEN/TRK 00 0 AV) FIRE ALARM AUDIONISUAL DEVICE H O N co (e J 61 MBOL RING TRACK HEAD LIGHTOLIER g0231^1H 120 PEN/TRK 15 PAR 30/GAP/ 1 is z J V FIRE ALARM VISUAL DEVIGE SPL/MFL25 bj 00 O K GALGULITE INCANDESCENT ADJUSTABLE ACCENT LIGHTOLIER AA7GLW30/ PAA7P38D 120/217 REG PAR38/75W/HIR I 15 �I 48" POWERWASH TRACK HEAD T5 LIGHTOLIER 120 PE T5/54W 2 I II Q ALUMINUM FINISH g4-16AL 20 108 14 X QI. 24" ONE GIRGUIT, SURFACE TRAG W I- V CONTRACTORS NOTE '-'� T2 WHITE, W/b081 GL6 CLIP LIGHTOLIER 60001^1H 120 SUR NOT APPLICABLE J E T4 48" ONE GIRGUIT, SURFACE TRAG LIGHTOLIER 6001WH 120 SUR NOT APPLICABLE Q UPON RECEIVING FIXTURES FROM WHITE, W/6081 CL6 CLIP 0 0 ONG, THE E.G. SHALL IMMEDIA I ELY . qb" ONE GIRGUIT, SURFACE TRAG NOTIFY GNG OF ANY ADDITIONAL ) ' TS WHITE, 1/4/608q GL6 CLIP LIGHTOLIER 6002WH 120 SUR NOT APPLICABLE Q Z N LIGHTING FIXTURES AS REQUIRED r;... Wo BY THE L I GHT I NC PLAN. ALL 0000 04 4-LAMP RECESSED DOWNL IGHT PATHWAY 4HDT4-3q-W-W-W 120 REG T4 METAL HALLIDE 4 156 C ~ •• P I XTURES TO BE INSTALLED ' Z W PRIOR TO FINAL INSPECTIONS. 000 co 3-LAMP RECESSED DOWNLIGHT PATHWAY 3HDT4-3q-W-W-W 120 REG T4 METAL HALLIDE 3 WI r- Q Z NZO 00 02 2-LAMP RECESSED DOWNL I SHT PATHWAY 2HDT4-3q-W-W-W 120 REG T4 METAL HALLIDE 2 �8 r• Q 0 1 �� R qxg HORIZONTAL LAMP OPEN CON-TECH RLBSQF 120 G GF42DT/E/IN/835/EGO 2 84 " V)o- DOWNL 16HT � �/,+//� r f qxq HORIZONTAL LAMP OPEN '- „ , j( r RE CON-TECH RL85QF 120 REG GF42DT/E/IN/835/EGO 2 84 .;.. l` j, /, � DOWNL I C HT/W/EMERGENCY BALLAST '. 0 �' 4'• S HALL HASHER PATHWAY 4XgAWHT63E4W MG3gTb /6I2/83O P I ` J -11,, '', . x l ,' , ® EM-I L.E.D. EXIT SIGN DUALITE LXURW 120/277 SUR INCLUDED 3 " " • • /' 1_43/ . L.E.D. 'EXIT'516N I^I/DUAL EMERGENCY ` "-j L n`, F EM-2 DUAL I TE LTURW 120/211 sm. INCLUDED 2 5 "` LIGHTS, - clOMIN. BA i I ERY BACKUP 1____t EM-3 DUAL EMERGENCY DUALITE EZ-2 120/217 2 y LIGHTS, - gOMIN. BA t hRY BACKUP INCLUDED 5 , t ,, t' 1' f.-, (_)\` ® EXHAUST FAN/LIGHT COMBINATION NUTONE 8664RP 120 REC 60W Alq I 155 r Z a_ C- I. FIXTURES AND LAMPS SUPPLIED BY TENANT AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. Q 2. EQUIP NEW FLUORESCENT AND METAL HALIDE LIGHT FIXTURES WITH ELECTRONIC BALLASTS. K 3. FIXTURES SHOWN WITH GROSS-HATCH ARE TO BE NIGHT LIGHTS. (/ co 4. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. 5. GENERAL CONTRACTOR SHALL GLEAN AND RELAMP EXISTING FIXTURES TO REMAIN TO LIKE-NEW CONDITION. FIELD VERIFY LAMP TYPE. Y 6. E.G. TO VERIFY CONDITION OF EMERGENCY BALLAST AND REPLACE IF NECESSARY. IF NOT EQUIPPED, E.G. TO SUPPLY AND INSTALL NEW. 0 D Z _1 O_ to [Y Kva x 1000 1.I ~ - Volts x 113 85 Amp PANEL NO. DOUBLE LOCATION MAIN: 225A MAIN LUG ENCLOSURE a. U > ��PI, WIDTH EXISTING IN SERVICE RM. breaker amp pole NEMA to 1-1-1 o-1 Amps x Feet x 10 - _ _ SERVICE 10,000 AIG 0 flush mounted ln L.A. V.D. x P.F. GM 120 / 208 volt 3 phase 4 wire N surface mounted Z 0 MM. Code Size Required = AW6= GM wire clrc trip no. FOR phase load FOR clrc trip no. wire ln size no. amps pole A B G no. amps pole size Feeder = 4 No. 3/0 + 6 6W- 2" G 1200 } 0 #12 I 20 I SIGNAGE TELEPHONE BOARD 2 20 I *12 ©© REFERENCE ONLY 111 Feeder Switch = 200 Amp 3 Pole 200 Fuse 180 *12 3 20 I SIGNAGE 1200 OUTLET-SECURITY 4 20 I #12 Glie NOT APPROVED WITH THIS PERMIT tY Feeder GB Amp Pole 00 180 0 W Notes/Remarks EXISTING SERVICE TO REMAIN O *12 5 20 I STOREFRONT LIGHTS 2' > GASH REGISTER 6 20 I #I2 Q© co 'Q Spares and Spaces #12 1 20 I SALES LIGHTING 1512 OUTLETS-COUNTER 8 20 I #12 O Calculated at % of Circuit Ampere Rating _ ' 10 20 I #12 EXISTING 4 #3/O THW, I #6 CND., 2" G. Z x Circuit Voltage x Number of Poles O *12 g 20 I SALES LIGHTING 420 TOILET LT/REG/FAN TO MAIN. Outlets: 120V 15 4 2Oamp Receptacles: 18OVA 384 I20V 15 4 2Oamp Outlets: I000VA O *12 II 20 I STOCK LIGHTS 360 > OUTLETS-CEILING 12 20 I #12 ® O = _I CY 208V 15 4 2Oamp Outlets: 3000VA 1216 _J V) O #12 13 20 I WALL WASHERS < 360 OUTLETS-FRONT 14 20 I #12 O Q Z N Transformer Feeder: R *12 15 20 I OUTLETS-DISPLAY 1440 OUTLETS-BACK lb 20 I #I2 R Q N O 1080 O EXISTING 1 DAY, 24-HR W � n/a KVA/ -- FLA (primary) x 1.25 = _ - Ampere ? #12 11 20 I OUTLETS-DISPLAY 1440 COOLER 18 20 I #12 R III TIMEGLOCK TO REMAIN. CY_ Z Use No. 4 No. Ground * Ampere GB O 1000 _ O = FIELD VERIFY. < V)SPARE 20 20 _a Iq 1440 I - O Q O #12 20 I OUTLETS-DISPLAY 1440 EXIST. U 0 O *12 21 20 { OUTLETS-DISPLAY SPARE 22 20 I - O ; 0 U N r 00 E ECTRIC,�L SPEC IF1 CAT 1O>�l5 00 I. DEMOLITION NOTES 4) W 1 F— - N A.ELECTRICAL DEMOLITION WORK SHALL INCLUDE,BUT SHALL NOT BE LIMITED TO,REMOVING LIGHTING PANELS, I.FUSES FOR THIS PROJECT SHALL BE AS MANUFACTURED BY BUSSMAN MANUFACTURING GO.,CHASE-000LD Z M j LIGHTING FIXTURES,RECEPTACLES,WIRE,CONDUIT,ETC.,AS REQUIRED FOR THE INSTALLATION OF NEW GO.,OR RELIANCE FUSE,AND SHALL BE OF THE SIZE AS INDICATED ON THE DRAWINGS OR AS REQUIRED. OFA W __ EQUIPMENT AS INDICATED ON DRAWINGS. COORDINATION AND VERIFICATION OF FINAL SIZING AND INTERRUPTING CAPACITY OF FUSES SHALL BE THE ' C) m �:_t RESPONSIBILITY OF THE CONTRACTOR AT THE COMPLETION OF THE PROJECT.ALL FUSES FOR THIS PROJECT W B.GONTRAGTOR SHALL REMOVE ANY EXPOSED WIRE,CONDUIT,HANGERS,CLAMPS,ETC.,WHICH ARE NOT BEING SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE OF ONE MANUFACTURER. Z I UTILIZED FOR THE NEW INSTALLATION. O I.FUSES FOR PROTECTION OF ALL MOTOR CIRCUITS SHALL BE DUAL Fl FMENT,TIME DELAY TYPE, F— a- r,C.EXISTING WIRE AND CONDUITS CONGEALED ABOVE CEILING OR IN WALLS NOT BEING REUSED SHALL BE "LOW PEAK". — (....C>REMOVED. EXISTING CONDUITS,WHERE APPLICABLE,MAY BE REUSED. �'- W ono 2.FUSES FOR PROTECTION OF CIRCUIT BREAKERS SHALL BE FAST ACTING "LIMITRONS". I-- = I D.PROVIDE A NEW TYPEWRI I I EN CIRCUIT DIRECTORY FOR EACH NEW OR EXISTING PANEL. = i • °O 3.FUSES FOR PROTECTION OF EQUIPMENT OTHER THAN THOSE LISTED ABOVE SHALL BE "FUSETRONS". Z > rM E.CONTRACTOR SHALL VISIT THE JOB SITE AND BE THOROUGHLY AWARE OF EXISTING CONDITIONS UNDER '`Z 1 WHICH THE WORK MU5T BE PERFORMED AND SHOULD ADVISE 6NG CONSTRUCTION DEPARTMENT OF ANY —� N INTERFERENCES OR VIOLATIONS BEFORE SUBMITTING THE BID. 5. ELECTRICAL DEVICES x �' F.ALL EXISTING EQUIPMENT NOT UTILIZED AS PART OF THE NEW WORK SHALL BECOME THE PROPERTY OF THE A.LOCAL WALL SWITCHES SHALL BE SPECIFICATION GRADE,20 AMP, 120/211 VOLT,RATED NON-MERCURY W t/') _W CONTRACTOR AND BE DISPOSED OF AWAY FROM THE JOB SITE. "QUIETTE"TOGGLE SWITCHES WITH WHITE OPERATING HANDLES. SWITCHES SHALL BE HUBBELL#1221 W O O 6.EXISTING METERING 15 TO REMAIN.FIELD VERIFY EXISTING CONDITIONS AND REQUIREMENTS. SERIES,ARROW-HART,BRYANT,GENERAL ELECTRIC,OR P 4 5 FOR OPERATING ON 120V CIRCUITS. C.� O SWITCHES SHALL BE MOUNTED 4'-0"ABOVE THE FLOOR. 2. GENERAL B.GENERAL USE RECEPTACLES SHALL BE DUPLEX,2 WIRE,3 POLE,SELF-GROUNDING TYPE WITH STANDARD A.ALL SUB SHALL COORDINATE THEIR WORK WITH WORK OF OTHERS OR WITH EXISTING CONDITIONS PARALLEL SLOTS TO ACCOMMODATE BOTH REGULAR AND GROUND TYPE PLUG.CAPS.RECEPTACLES SHALL BE, U 1 00 0 OCCURRING ABOVE OR BELOW THE LEASED PREMISES AND SHALL MAKE CHANGES FROM TIME TO TIME AS 20A,AND BEAR UL LABELS FOR RATINGS AT 125V AG.RECEPTACLES SHALL BE HUBBELL#5362 SERIES, REQUIRED TO ACCOMMODATE SUCH WORK OR CONDITIONS. A.H. H.,BRYANT,P 8 5,OR GENERAL ELECTRIC. N CONFORM TO THE REQUIREMENTS OF ALL FEDERAL STATE AND LOCAL C.FLUSH FLOOR BOXES SHALL BE CAST IRON,WATERTIGHT,AND FULLY OR SEMI-ADJUSTABLE AS REQUIRED. 4"-"j (O my B.ALL WORK AND MATERIALS SHALL FLOOR BOXES INSTALLED IN FLOORS WITHOUT ROUGH SLAB AND TOPPING SHALL BE SINGLE GANG AND J N r- - LAWS,ORDINANCES,AND REGULATIONS AS WELL AS THE RULES AND STANDARDS OF THE NATIONAL BOARD SIMILAR TO HUBBELL#B-2431 OR HUBBFI I *B-2414(SEMI-ADJUSTABLE)FOR INSTALLATIONS WITH I OF FIRE UNDERWRITERS,THE NATIONAL Ft FGTRIGAL CODE,THE NEMA,AIEE,AND OSHA. EXISTING'ROUGH SLAB WITH NEW 2" TOPPING. DOVER PLATE SHALL BE HUBBELL#5-3825 DUPLEX DOVER O FLAP FOR POWER AND HUBBELL#I6-5362 ISOLATED GROUND DUPLEX REGEPTAGLE.PROVIDE CARPET L. I °° G.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION FOR WORK FLANGES AS REQUIRED. 1� x 0 HEREIN SPECIFIED. THE COST OF SUCH PERMITS AND CERTIFICATES SHALL BE INCLUDED IN THE BID PROPOSAL. D.ELECTRICAL FLOOR OUTLETS SHALL BE FLUSH POKE-THRU TYPE WITH FULL CAPACITY FOR TWO SERVICES; W E" 5 OR 20 AMP RECEPTACLE POWER;WITH INDIVIDUAL OPENINGS FOR LOW TENSION WIRING--DUPLEX D.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BUILDING AND SHALL EXAMINE TO HIS/HER SATISFACTION RECEPTACLE TO BE 5262,AND SHALL EXCEED FEDERAL SPECIFICATIONS WG516E;COMPATIBLE WITH ANY V) . ALL OF THE PHYSICAL CONDITIONS THAT AFFECT THE CONTRACT PRICE,NOTING THE LOCATION OF EXISTING THICKNESS SLAB. EQUIPMENT. NO ADDITIONS TO THE CONTRACT PRICE WILL BE PERMITTED DUE TO IGNORANCE OF EXISTING CONDITIONS. E.ALL SWITCHES RECEPTACLE AND TELEPHONE PLATES ESCUTCHEONS,ETC.,FOR ALL CONGEALED CONDUIT Z02°r AREAS SHALL BE FLAT FRONT,SMOOTH EDGES,ROUNDED CORNERS,STEEL PLATES,SMOOTH FINISH,FINISH Q Z(v E.ELECTRICAL CONTRACTOR SHALL WIRE COMPLETE ALL NEW SERVICE SWITCHES,EQUIPMENT PANELS,SWITCHES, A5 FOLLOWS: WHITE PLATES ON WHITE FINISHES;BLACK PLATES ON BLACK FINISHES;ALL OTHER PLATES Owo LIGHT FIXTURES,DUPLEX OUTLETS,ETC.,AS REQUIRED AND AS SHOWN.ALL NEW BRANCH CIRCUIT WIRING SHALL BE IVORY. PLATES SHALL BE SIMILAR TO HUBBELL "THERMOPLASTIC"OR OTHER APPROVED.ALL C..J AT LIGHT PANEL,DISCONNECTS,ETC.,SHALL BE AS INDICATED OR AS REQUIRED FOR A COMPLETE AND DEVICE PLATES FOR EXPOSED BOXES SHALL BE CADMIUM OR ZING PLATED STEEL. Z " OPERABLE SYSTEM. W F.COVER PLATES AND RECEPTACLES FOR EXTERIOR OUTLETS(WEATHERPROOF TYPE)SHALL BE MOUNTED Q F.SHOULD ANY QUESTIONS ARISE REGARDING OUTLET LOCATION,ACCESS DOOR REQUIREMENTS,ETC.,CONTACT HORIZONTALLY WITH DOUBLE LIFT COVERS AND GAST ALUMINUM. BOX AND DOVER PLATES SHALL BE - r- Z &NG CONSTRUCTION DEPARTMENT. SIMILAR TO HUBBELL#5200 SERIES OR OTHER APPROVED. ALL EXTERIOR RECEPTACLES SHALL BE 6FI (v Z 0 6. IN GENERAL,WIRES SHALL BE RUN IN CORROSION RESISTANT,THREADED INTERMEDIATE METAL CONDUIT CIRCUIT PROTECTED. ) I\ < I (I.M.C.),OR ELECTRICAL METALLIC TUBING(E.M.T,),OR PRE-WIRED FLEXIBLE CONDUIT(REFER TO NEC 6.DIMENSION NEXT TO OUTLETS: INDICATE ABOVE FINISHED FLOOR ELEVATION TO CENTER OF JUNCTION BOX. V) a- ARTICLE 333),UNLESS OTHERWISE NOTED. H.TIME CLOCKS(SWITCHES)FOR CONTROL OF SIGNS SHALL BE SYNCHRONOUS MOTOR TYPE,MANUAL H.PROVIDE "TEFLON"COATED WIRE,OR THINWALL E.M.T.CONDUIT SYSTEM FOR LOW VOLTAGE SYSTEMS. OVERRIDE 1 OVERRIDE SWITCH,DAY SKIPPER,AND 24 HOUR DIAL. INTERMATIG#T-I10 SERIES OR OTHER APPROVED. I.BRANCH CIRCUIT WIRING IN CONCRETE OR MASONRY OR DAMP LOCATIONS SHALL BE RUN IN b. LIGHTING 1- ,` iiii/7 '°' INTERMEDIATE METAL CONDUIT(NEC ARTICLE 345)USING "T HHN" WIRE. �.,, ;; A.LIGHTING FIXTURES SHALL BE UL LISTED,COMPLETE IN EVERY DETAIL, INCLUDING PLASTER FRAMES WHERE �, x i` , J.THE FINAL CONNECTION AT ALL MOTORS OR MOTORIZED EQUIPMENT SHALL BE MADE WITH A MINIMUM OF REQUIRED,PROPERLY WIRED AND CONNECTED WITH CONDUITS SUPPLYING SAME.ALL INDICATED AND HID ,I I�'v I'�.' ;/ L!i°4f�Y l�E i 12"OF LIQUID TIGHT FLEXIBLE CONDUIT WITH APPROVED&ROUNDING MEANS.CONDUIT AND FITTINGS SHALL FIXTURES SHALL BE PREWIRED. COORDINATE INSTALLATION OF FIXTURES WITH CEILING TYPE CONSTRUCTION r "'' CONFORM TO THE FOLLOWING: STEEL CONDUIT,ELBOWS,AND COUPLINGS SHALL BE HOT DIPPED '� �,..'}{ ,� GALVANIZED,CONFORM TO THE LATEST(ANSI)SPECIFICATION FOR STEEL CONDUIT,ZINC COATED,AND SHALL AND GRID LAYOUT. U N i`I A lm CITY TEXAS 0 BE PITTSBURGH,REPUBLIC,TRIANGLE,YOINGSTOWN,OR APPROVED EQUAL. I.LIGHTING FIXTURES SHALL BE SECURELY SUPPORTED AS REQUIRED. SUPPORTS SHALL BE BY THE K.BOXES AND FITTINGS SHALL BE STEEL GIN APPLETON Fl FGIRIG RAW,OR RUSSELL AND STOLL, F1 FCTRIGAL CONTRACTOR. SURFACE-MOUNTED OF SUSPENDED FLUORESCENT LIGHTING FIXTURES SHALL , 0 GALVANIZED S11=tL,CODE THICKNESS,A MINIMUM OF I-1/2"DEEP,+AND OF SUFFICIENT SIZE TO HAVE A MINIMUM OF TWO(2)SUPPORTS PER 4 FEET OF LENGTH. <-1�, ..:� ACCOMMODATE 11.1E DEVICES SHOWN ACCORDING TO MEG REQUIREMENTS. 2.EXIT LIGHTS SHALL NOT BE SUPPORTED FROM THE CEILING.TILES. ALL RECESSED FLUORESGENT �VL L.ALL EQUIPMENT,NEW OR EXISTING, INSTALLED ABOVE A CEILING USED AS A PLENUM FOR ENVIRONMENTAL FIXTURES TO HAVE SAFETY&RID CLIPS AS REQUIRED BY NEC 2008 ARTICLE 410-16,PARAGRAPH(G). AIR SHALL BE 50 RAZED FOR THAT PURPOSE. NO OPEN CABLING OR PVG PLASTIC CONDUITS SHALL BE 3.ALL LIGHTING FIXTURES SHALL BE PANEL SWITCHED UNLESS OTHERWISE INDICATED ON THE PLANS OR INSTALLED IN THE PLENUM SPACE AS NOTED IN NEC#300-22. DETAILS. <:t M.WIRE AND GABLE SHALL BE OF COPPER WITH q8%CONDUCTIVITY AND SHALL MEET THE STANDARD 4. LIGHTING FIXTURE CHANNELS SHALL NOT BE UTILIZED AS A WIRING RACEWAY UNLESS CHANNELS ARE >- SPECIFICATIONS AND TESTS ESTABLISHED FOR SUCH MATERIALS AND CONSTRUCTION OF A51M,NEMA,UL PROVIDED AND LABELED FOR SUCH USE BY UL AND AS APPROVED BY NEC. m ANSI,AEIG,AND IPEGA,WHERE APPLICABLE MATERIAL CONSTRUCTION DATA, INSULATION THICKNESS,JACKET THICKNESS TEST DATA,AND SAMPLE SHALL BE SUBMITTED FOR APPROVAL UPON REQUEST. WIRE AND 5. IN GENERAL,ALL RECESSED FIXTURES SHALL COMPLY WITH ARTICLES#4IO-64,#410--66,#4IO-68, GABLE SHALL BE AS MANUFACTURED BY ANACONDA,AMERICAN STEEL AND WIRE,GENERAL GABLE,GENERAL AND#410-13 OF NEC REGARDING TEMPERATURE,CLEARANCE,CONSTRUCTION,AND INSULATION. Fl FGTRIG,OKONITE,PHELPS DODGE,REYNOLDS,SIMPLEX,TRIANGLE,OR APPROVED EQUAL. I.WIRE FOR GENERAL INTERIOR BRANCH CIRCUIT USE(#8 AWG AND SMALLER)SHALL BE TINNED, b.FI FGTRIGAL CONTRACTOR SHALL UPDATE EXISTING AND/OR INSTALL NEW NIGHT LIGHT CIRCUITS,EXIT STRANDED,ANNEALED COPPER. INSULATION SHALL BE A MOISTURE AND HEAT RESISTING LIGHTS,AND EMERGENCY LIGHTING AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF STATE AND THERMOPLASTIC MEETING UL REQUIREMENTS FOR TYPE "THHN/THWN",bOO VOLT,90 DEGREES G. LOCAL CODES AND AUTHORITIES. 2.WIRE FOR FEEDERS AND POWER EQUIPMENT(#6 AVE.AND LARGER) SHALL BE STRANDED COPPER: 1.VERIFY "LETTER COLOR",STYLE,SIZE AND SPACING OF EXIT LIGHTS WITH LOCAL CODES PRIOR TO INSTALLATION. INSULATION SHALL BE A MOISTURE AND HEAT RESISTANT CR055-LINKED SYNTHETIC POLYMER,MEETING Z to THE UL REQUIREMENTS FOR TYPE "XHHW",600 VOLT,10 DEGREES G(DRY LOCATIONS). 0 Z 13.AT THE COMPLETION OF WORK,ALL FIXTURES SHALL BE GLEAN AND FREE OF FOREIGN MATERIALS AND 3. TRANSFORMERS DEBRIS. REPLACE ALL BURNED OUT OR DEFECTIVE LAMPS,BALLASTS,FUSES,LENSES,ETC. °' (/) - A.STEP DOWN TRANSFORMERS SHALL BE EQUAL TO 6E OR WESTINGHOUSE 600 VOLT CLASS "DRY TYPE" 1. TELEPHONE N 5 SINGLE OR THREE PHASE(PER PLAN)GLASS "R" INSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. A. ELECTRICAL CONTRACTOR TO SUPPLY ALL WIRE CONNECTIONS FOR TELEPHONE SERVICE AND RUN ALL WIRES FROM BIO-NUTRITIONAL ENCYCLOPEDIA(BNE)AND CA5IH14RAP TO THE PHONE BLOCK IN REAR OF STORE. 4. PANELS AND OVERGURRENT PROTECTION SEE SHEET E-3. A.LIGHTING AND RECEPTACLE PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE WITH THERMAL MAGNETIC,TRIP b. ELECTRIC GASH REGISTER FREE,TRIP INDICATING,INVERSE TIME. MULTIPLE POLE BREAKERS SHALL BE COMMON TRIP CIRCUIT BREAKERS,EQUIPPED WITH SILVER ALLOY CONTACTS AND QUICK-MAKE,QUICK-BREAK MECHANISM,AND WITH A.ELECTRICAL CONTRACTOR TO INSTALL-.UNCTION BOX WITH(I) 120V,20A, ISOLATED&ROUND CIRCUIT FOR INSULATED SCREW TERMINAL SOLID NEUTRAL BAR.PANELS TO HAVE MAIN BREAKERS OR MAIN LUGS ONLY P05(SEPARATE CIRCUIT)AND(I) I2OV,20A,CIRCUIT FOR CONVENIENCE OUTLET FOR GENERAL U5E, AS NOTED. MOUNTED AT COUNTER AS SHOWN. w I.LIGHTING AND RECEPTACLE PANELS SHALL BE FLAT FRONT AND TRIM UNITS EQUIPPED WITH CONCEALED THE CIRCUIT USED TO POWER AN POS CASH REGISTER SHALL NOT BE USED FOR OTHER Q HINGED DOOR AND IYPEWRi 1 I EN CIRCUIT DIRECTORIES. F1 FCTRO-MECHANICAL EQUIPMENT. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL LINE WITH OTHER cl B.ALL ELECTRICAL WORK IN THE DEMISED PREMISES,UNLESS OTHERWISE NOTED,INCLUDING,BUT NOT LIMITED EQUIPMENT,SEPARATE POWER,NEUTRAL AND GROUND WIRES. WIRE SIZE SHALL BE#I2 AW6 AND SHALL BE RUN TO CIRCUIT BREAKER BOX WITH GROUND WIRE TIED TO GROUND TERMINAL IN PANEL. ISOLATED TO,ALL LIGHTING FIXTURES,SHALL BE OF A MANUFACTURER APPROVED BY 6NG CONSTRUCTION DEPARTMENT'S Z PROVISIONS AND INSTALLATION OF ELECTRICAL PANELS,BREAKERS,WALL OUTLETS,BOXES,POWER SYSTEM GROUND WIRE AND BUS FROM NEUTRAL. DO NOT USE 11-115 CONDUIT FOR GROUNDING A5 THESE GROUNDS fi CCDERS,EMPTY CONDUIT FOR COMMUNICATION SYSTEMS WIRING,AND INSULATION OF LIGHTING FIBS MAY NOT BE ADEQUATE AT THE HIGH FREQUENCIES UTILIZED BY THE ELECTRIC GASH REGISTER.'ME POWER SHALL BE BY THE FI FGTRIGAL CONTRACTOR.CONSULT PLANS AND DETAILS FOR EXTENT OF WORK. ALL LINES FOR THE ELECTRIC CASH REGISTERS SHOULD NOT BE RUN IN THE SAME CONDUIT AS THE POWER FI FCTRIGAL MATERIALS SHALL BE NEW AND SHALL BE NATIONAL ELECTRIC CODE STANDARD,UNLESS BETTER LINES FOR HEAVY MOTOR LOADS. Cr &RADE 15 MENTIONED HEREIN,AND SHALL BEAR THE UNDERWRITERS'LABORITORIES LABEL. q. FIRE AND SMOKE DETECTION SYSTEM Z C.ELECTRICAL CONTRACTOR SHALL 6UARAN I Et AGAINST MECHANICAL AND ELECTRICAL DEFECTS OF ANY OR ALL 0 N EQUIPMENT,MATERIALS AND WORKMANSHIP COVERED BY THESE SPECIFICATIONS AND SHALL MAKE GOOD, A. IF REQUIRED BY THE LANDLORD OR LOCAL BUILDING GORES 11-115 CONTRACTOR SHALL COORDINATE WITH ~ h REPAIR,OR REPLACE,AT HIS OWN EXPENSE,ANY DEFECTIVE EQUIPMENT,MATERIAL,WORK OR PART WHICH (� c I N MAY SHOW ITSELF WITHIN A PERIOD OF ONE(I)YEAR AFTER FINAL ACCEPTANCE OF WORK. THE MECHANICAL GONTRAGOTR TO FURNISH AND INSTALL A FIRE AND SMOKE DETECTIONS SYSTEM, Z INCLUDING BUT NOT LIMITED TO,SMOKE DETECTORS,SMOKE EXHAUST FANS,VISUAL AND AUDIBLE ALARMS, D.UPON COMPLETION OF ELECTRICAL WORK,THE INSTALLATION SHALL BE ENTIRELY FREE FROM GROUNDS AND TAMPER AND FLOW SWITCHES,ETC. ALL EQUIPMENT MUST BE FULLY OPERABLE AND MEET THE LANDLORD AND < t' SHORT CIRCUITS. ALL CIRCUITS SHALL BE GROUND OUT AND PROPERLY LABELED.ALL CIRCUITS SHALL BE BUILDING DEPARTMENT REQUIREMENTS. CONTACT THE TENANT'S REPRESENTATIVE WITH ANY DISCREPANCIES Q BALANCED ACROSS ALL PHASES IN ALL PANELS(NEW AND/OR EXISTING) OR MISUNDERSTANDINGS. 0 Ch E.THE ELECTRICAL SYSTEM GROUNDING AND 6ROUNDIN6 ON NON-CURRENT CARRYING METAL PARTS OF V) I— O ELECTRICAL EQUIPMENT SHALL IN ALL INSTANCES CONFORM TO THE MINIMUM REQUIREMENTS OF THE LATEST t!') EDITION OF THE NATIONAL ELECTRICAL CODE WITH ADDITIONAL GROUNDING AS SHOWN ON THE DRAWINGS r Z W (0 AND AS SPECIFIED HEREINAI-I ER. TT-IE MINIMUM SIZE CONDUCTOR TO BE USED FOR ELECTRICAL SYSTEM REFERENCE � i I O '" " 0 GROUNDING SHALL BE NO.b. WHERE CONDUIT 15 USED FOR MECHANICAL PROTECTION OF A GROUNDING E- = a CONDUCTOR,THE CONDUCTOR SHALL BE SECURELY BONDED TO THE CONDUIT AT EACH END. CONSULT NOT APPROVED WITH THIS PERMIT m DRAWINGS FOR EXACT SIZE OF GROUNDING CONDUCTORS AND/OR CONSULT NEC ARTICLE 250,TABLE 250-94 ( IZOIY F.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND RECEPTACLES AS REQUIRED TO MEET = (!) < OSHA REQUIREMENTS. 6.ALL CONTROL WIRING FOR HVAG SYSTEM SHALL BE BY THE HVAG CONTRACTOR. Q H.LIGHTING AND RECEPTACLE PANELS SHALL BE RATED 120/208 VOLT,3 PHASE,4 WIRE,WITH MINIMUM RATED 10,000 A.I.G.BOLT-ON BREAKERS. PANELBOARD SHALL BE NOMINAL SIZE,20" WIDE x 5-3/4" DEEP WITH LOCKING DOORS AND WITH BUSSING AS SIZED ON DRAWINGS,SIMILAR TO SQUARE D,TYPE Store No. "NQOB"OR OTHER APPROVED.SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE TYPE AS INDICATED 1 2 ON PLANS. UNITS SHALL BE QUICK-MAKE,QUICK-BREAK,SAFETY INTERLOCK TYPE,SINGLE THROW,SINGLE, 11'1O OR THREE POLE,250 VOLT RATIN&AS REQUIRED,AND WITH AMPERE AND/OR HORSEPOWER RATINGS Drawn by: Date: INDICATED OR REQUIRED FOR THE INSTALLATION AND AS SHOWN ON DRAWINGS. MWS 7/23/2010 I. IF CIRCUIT BREAKERS ARE TO BE USED AS T I-E SWITCH CONTROL OF LIGHTING CIRCUITS,THE BREAKERS MUST BE APPROVED FOR THAT USE(TYPE "5147"). Checked By: Date: 2.PROVIDE 6FI BREAKERS AS NOTED AND AS REQUIRED. RR DATE CHECKED 3.PROVIDE GROUND BU5 AS INDICATED IN PANEL SCHEDULE AND/OR RISER DIAGRAMS. Drawing Name: 4. IN GENERAL,ENCLOSURES SHALL BE NEMA I EXCEPT WHERE WEATHERPROOF SWITCH IS REQUIRED. 000 1 2.DVG ENCLOSURES SHALL BE NEMA 3R. Drawing No. 5.UNITS SHALL BE *GENERAL DUTY" TYPE AND SHALL BE SIMILAR TO SQUARE D TYPE "6D"OR OTHER ' APPROVED. E 3 0 I oo i U N n N °°z oo \L- I. 7/ Q / 111-Ii" / g W o" I Z = o E:=1 - � W L'""NOTES: ( = 1. NO EXPOSED CONDUITS, WIRES, RACEWAYS, I I m cc) LA- TRANSFORMERS, ETC. Z 1. - O '— e u 2. THE UL LABEL MUST BE PLACED SO THAT I— �` r-- r 8 8-I IT IS NOT VISIBLE FROM THE MALL. CL � o�'o/ / / / / 3. ELECTRICAL SERVICES TO ALL SIGNS Z j oMo WILL BE ON A -1-DAY, 24-HOUR TIME CLOCK, „Q ON A SEPARATE SERVICE, AND W l RED TO _I cv TENANT'S METER. x 4. REGISTERED TRADEMARK (R), SIGN L5 W cc) C CI] MANUFACTURER'S NAME, STAMPS OR DECAL W c=lc:=) a) inioiramoor, L— �'� �-' ARE NOT PERMITTED. C.7 r� 4_, ,o3 0 ..._ 0 ) 1\111 lEii.IO 1 I 5. SEAL ALL LIGHT LEAKS. a) r x i-- ,,, , co .,, ,,0 ,i, n toc., p� . (-_-_-.) \ 1— I f3 V r— —i r— --i Q 0 xO � I CC 4 .4.. W Cf) _i . I 0 0 SI6 \('—e;) ....4] I _!� OF COMFL_T_D QZ CDLLIO (\i r- ZW r 4‹ Z \ , 1 NZO 8'-1N 8'-4a /„..z c4 r" V) 0- iJrx.t' ,,,,C1)..,..,,, NA,\:::\i:1 10 t.... _ \ \ 1 — f , i - 7 ."? r•-• 4EN / : \\\\ ' 1 E5 i 0 . \ N ........ ........ ....J 1 ) Q--1 i 0- s —ICV 0,1/4 I _. , ,.... A V e ......... ... .... m 7,- .... ' E- Q r\ cSNC SIDE VI _.n / \ 4 ° . ► D \,' ..:.:,..:..: J <•:* / \ •••••••• '� , I 0 Z II ► - I . .010 ALUM FACE \ /....... 41, A cn 2. .00 ALUMINUM RETURNS 0 0 10 3. .ISO CLEAR POLYGARBONATE BACK \ 7 4. LED N. ti \ iii lid I 1 7-I�- Fi- . LED FOIAIER SUPPLY x W 0 X X .� ,_ -� C. 20am p D I SCONNEGT SIAI I TGH �, X X 1. 2-W)RE BELDON GABLE ��-►• S. ALUM TABS m N Z q. MOUNTING HARDNARB: ALL J c, THREAD/NYLON Q 3 "' N � oN 6 00.--11 SLEEV I NS 10. J BO cf Z c-D IN I I . PRI MARY VIRING Q = 0 Ch COLOR SCHEDULE (SNG) E— 0 zw A. ALUM FACE: RED 201G O � � o0 • ' G. METAL RETURN: RED 20 I G = o - L 0 I D. LSD: RIND Izoch � A • 20 l S I GNASE IS 120v z t" < . 0 (./.‹) a) 0 L-31 D. NYLON SLEEVINS: RED — a % \. COLOR SCHEDULE (LIVEIAIELL) - S NOTE: P� MINI MUM CLEARANCE REOU I RED BEHIND (2) . ALUM AG i�MS #8 COOL GRAY FASCIA FOR ELECTRI CAL CONNECTIONS. Store No. 1 2 B. LETTER RETURNS: FMS #83 COOL I Drawn by: Date: B GRAY Mws 7/23/2010 G. NYLON SLEEV I NG: #8 COOL GRAY Checked By: Date: D. LED: I INITE NOTE: Letters are not w and will need to be RR DATE CHECKED pre- ired Drawing Name: wired letter to letter during installation 00012 D'NG I Drawing No. s 1 0 iU cci o90 0) Z • o0 o0 (---- i k\\ r i., o0 . � W a"---.< i = N Z NOTES: 0 (")= x I I. NO EXPOSED CONDUI T5, NI RES, RACENAYS, �`--� TRANSFORMERS, ETC. Z '-- O 2. THE UL LABEL MUST BE PLACED SO THAT F— °- r"'' cs� IT 15 NOT VISIBLE FROM THE MALL. CY_ LAI c" oo 3. ELECTRICAL SERyIGES TD ALL SIGNS z > oMo WILL BE ON A -DAY, 24-HOUR TIME GLOGK „Q M- P\<\\\\ ON A SEPARATE SERVICE, AND NI RED TO � _ i.,.... ,. �/ i• TENANT'S METER. Q �-- L-- --I ) `..J 4. REGISTERED TRADEMARK (R), SIGN Z Z MANUFACTURER'S NAME, STAMPS OR DECAL o 0 ....„ v \)' ARE NOT PERMITTED. D 5. SEAL ALL LIGHT LEAKS. 4• / U) CO 0 co *\\` i. r-- r- -1r- --1 0 H' OCI- JN co 4 CO T- 00 .1( J 0 IN I � 0 : —II - S A VIA OF CO 'FLTEV SISN o•_,,. x A 111:1H � I o I . .0g0 ALUM FACE ZN„ ... 2. .0 3 ALUMINUM RETURNS a o 0 .."1:1 ' \'\\\' , 1. �. .I SO CLEAN'. POLYGAR.BONATE BACK Z ..(ONG) Q W 4. .040 ALUM BACK (L I VEwELL) Z 0. LED Q r�7. 2Oam D I SGONNEGT Sl�l I TGN ' �J 1 r/Sir!S. 2--w1 RE BELDON GABLE ` ' �A GI° . ALUM TABS R y': I O. MOUNT I NCB HARDWARE: ALL :::::,:::: THRE AD/NYLBN a:\, � ,.. l SLEEVING I I . J--SOX ,� . / 11-2' ,4 12. PRIMARY CB wIRIN 10 51_51. a_ IL l. COLOR SCHEDULE (sNc) r r A. ALUM FACE: RED 2OIG °° \ - r G. METAL RETURN: RED 20I G I-- Q r. � D. �D: RED � 41 IINAll r\c .I. = D. NYLON SLEEV I NCB: RED 201 c -i GI co m '�"� COLOR SCHEDULE J Z 13 I Li ..i y e \) 4 A. ALUM FACE: FMS *S COOL GRAY (Y o o B. LETTER RETURNS: FMS #8 COOL Lu 11.1 -I CRAY o AI !II A �\ :::::: C. NYLON SL �I I NCB: #S COOL GRAY 0 0 11_.1 5 5 11-1 • :::I X X w .......'. X X ~ o :. .. X X °•4 z9 H QZN `� o N alC:\1111.11":\ Q = � � Q 0 Ch 10 C!) 0 0 = „ � SIC�NAC� IS I2Ov ( Z Y 0 1 v) < � co 0w U a NOT NOTE: S” MINIMUM CLEARANCE REOU I RED BEN I ND °' 1- �' FASCIA FOR ELECTRICAL GONNEGTIONS. E3 I Store No. 1 2 Drawn by: Date: S D NOTE: Letters are not pre-vired and will need to be MWS 7/23/2010 = '"'" : Date: wired letter to letter during installation Checked By: 1 RR A Drawing Name: OOO12.DvVG Drawing No. S 2