The URL can be used to link to this page

13500 SW PACIFIC HIGHWAY-23 w Flu r O co W. t- Q10 CX) • TIIIIII - ---------- ----- ------ ---- ------ - - -- - - - - -- --- ----------- -i r--- ------------------- -- --- -ir -- --- �/1 1v i•, Q IT I I /� ~/A I O 1.K w i ( 2 CONCRETE FOOTING OUTLINE ' f 1' i CMU WALL FURRED OUT 1 1 I I �- I 1 � � I N '---ii -4" I INIERIOR WALL I l i i t 1 4'-6" Al Al 11 fl 4 I ' A1? 11 11 1 11 Al 2 ' I 11 11 3 Al ( Al � I ii I ii I I L------------------------ - I I I , r-------------------' z 1 1 o \NTERIOR STEEL STUD I I PARTITION WALLS rJ t t I A l O CONCRETE EOOTIr4G OUELINt ' ' I CONCRETE FOOTING OUTLINE 0 F d 11 11 1 I U� w ' ii t ii .r t U ' STORAGE/STAGING AREA SALES AREA , � x 4" CONCRETE SLAB OVER 6" ' ' ' ' 1 OF COMPACTED GRANULAR FILL 4 CONCRETE SLAB OVE+. 6" � a OF COMPACTED GRANULAR FILL •u U ;� d x ' tl 11 U 1 1 I I co I 11 a 2 4+ h"� W Al o to d d � LJ d 2 1 _ rJ z I I I ' O o ' Z C) I uj J z 11 � 1 11 z°° I tr----------------- ----1---' .r )1 ' rl i i i CONCRETE FOOTING OUTI INEI FURRED OUTA 1 1 1 1 1 1 1 CMU WALL i INTERIOR WALL I UE_CEMBEI• AIL 4 51GN --------------------------- ---- - - --- Rl1WN _ --------------J1 -- - -- -J ---- ----------- 1L-------------- ------------------------------ -- --- ---- ------------- -- - -- ---------.- J �... __DMI-_ -CAH /4,, 1 Foundation Plan Al 1 PR F �5��INrE�i 4 147,, 25 �1 L1 HATE.. 12 31 -7n�r 'It,MKR 1� A11 of 14 rAC1i1C 11wv 1 tiJl11i 100 NU. t BUPNK)5-(1W7 I_E 046U`+ I of in r, T!G_SW(iwq ., in.1�4Aeu.'a.�,,:,?,r 1,-.'s,-rra• •.'„+�M9tr ,do-.i.+ � ._....wwnn uun .. .w,nw*r•*Mna�tfE_... -. .. ....., ... .. .:. .n+ ,- ._ .. _. ._.. .. _. _ _. .. - � r,, .. ... ""^a'F,.:. •r.,.... .�.+...e••.,.. ..... _. ...... .,,.. ,. .. -� .,.,q+rlYll�n"e'a'MI""1+.,.... _. .... . . _.. ..«,_•..+w-.IrwM._.. nr-,..., .,,«.=.,.,r, "h., .. � ..,,:. �.,.w:iNCt �', � r. � .., ., .sy:.. ..Yse Lai.• - +"..a:, ... .,..uir,-n Y .. m 2.,. RIP ra 1 t� ❑ e 6,y IrJam■Itw 8 7 ? 14 6 ? 8 9 O 21 22 ._3 . •1 25 2B A R r 11 i 46111 ryl rf!! , � f + 1 F 1 � 1• �, I t tlZ I ,I 1, , ' er d °ti41 , I 1gj"kl rr +� I, I f�YA �'�yy�ui ,I �,it,�,/�b _ 6� ,•,r{ I,.. [ � .II I' I I iA 11 Mill1. Y: Rd'.. .:..IN^..-1 ,f^R�r,�A.Y• n' �S..QV r'?T+R1^°]PY TY:51!NrfiI�1 1 )471 .{1 . •..i,.. . ,}'{ �,frl�jaq 1. .,. r�, , �x�ilmPlil4�,I:�11 7 �., 2 F'a 1 r•-- CL .( 7' 6" 2' 6" WIDE x 12" DEEP 2'--6" WIDE x 12" DEEP #---- 2' ---- 2' -0" WIDE x 12" Dt I -- -- / PERIMETER FOOTING' /-PERIMETER FOOTING I PERIMETER FOOTING ` ►"�� y (4) -#4 BARS _ -2•-L"-- _ (a) -N4 BARS I (3) -N4 BARS EDGE OF BLDG SLAB REINFORCEMENT -' — REINFORCEMENT IN PERIMETER FOOTING 8" CMU WALL _REINFORCEMENT � it 8" CMU WALT - / IN PERIMETER FOOTING -/ IfJ PERIMETER F00111�1 z // SITE DETAIL 1/A1? SEE DETAIL 2/Al2 SEE DETAIL 1/A 12 C� �. - � (2, rY5 DAR VERTIr�,;, tG' _ lt. 7•' 1' 2"-- 12"x16" CMU PIIASTER 4'-6" SQUARE 1'-1" 8" 4" t'- , REWFORCL�dE:NT _ 4'- 6" SQUARE SEE DETAIL 2/A10 F _ 4'-6" 5QUARE 0 w 016" O/C SPACING INTERIOR FACE OF 8" / -- 12"x24" CMU PILASTER I x 12" DEEP f7G 0" --1 1" 12'x 16" CMU PILASTER W CMU WALL r - -1'--2"- x 12" DEEP FT., x 17" DEEP FTG COIn C) 1- CMU GFT�dL 1/A10 � El y SEE UE�AII 2/A10 I �y � � GRdUTED CELLS _ - cc 1 - 4" CONCRETE SLAB `,i z � MS bAR HOR. REINFORCEMENT I Vi 0.32" 0/C SPACING e e G I .r••r r 7/", f-- I I \! \/�\ \/\ \/\ \ \ w // /\/ \i\\/�\,— —---- e ° 14 �- e G \ ALTERNATE DIRECTION OF I F HOOKED ENDS ON f �%; • / \ / VERTICAL REINF. -- I \ (4)-,#4 BARS aD8" O/C - \\ .�\ IA / 1 LONGITUDINAL REJNFI I ri 3" MIN. CLEARANCE -2'-6 -- 1 CMU SIDE. WALL FOOTING (TYP) W MIN. CLEARANCE 3" MIN CLEARANCE � ` 3" MIN. CLEARANCE (6)-N5 BARS ®� UCFW I (6) N5 BARS 09" OCEW (6)-M.� BARS 09' OCEW O I Q EDGE OF BLDG SLAB EDGE OF BLDG SLAB 2'-6" WI E x 12" DEEP 2'-6" WI E x 12" DEEP \ 2'-0•' WI E x 12" DEEP I — I PERIMETER FOOTING PERIMFTE , FOOTING PERIMETER FOOTING V) z E- 4'-6-.-- ---- - - M---.--4'-6"— --- - �-1 > Q) � :D M5 BAR VERTICAL '�`-11- ""-�` M5 BAR VERTICAL 11 _. t ~ C REINFORCEMENT ' I �5 BAR VERTICAL -'( Q �, x REINFORCEMENT _ REINFORCEMENT __ _ _ U SEE DETAIL (1/A10) T SEE DETAIL (1/A10) SEE DETAIL (1/A 1 O) F"-� a co x f N3 BAR COLUMN 11ES K3 BAR COLUMN TIES N3 BAR COLUMN TIES ��--•�� Q" II (2)-#5 BAR VERTICAL 12"x24" CMU PILASTER 08 O/C SPACING 1 2"x 16" CMU PILASTERPILASTER- ?--1 a' '•� [z; _ t 2'x 16' CMU REINFORCEMENT - ��08" O/C SPACING \ _ /"-08" q/C SPACING INTERIOR FALL Of 8" 016" U/C SPACING - r GROUTED CELLS- ` I T CMU WALL 4" CONCRETE St AB GROUTED CEU_5 -� 4' CONCRETE SLAB �, CRAuTEC CELLS r a" CONCRETE SLAB •�� GROUTED uELL; ') OUTLINI OF GUTLINE OF - OUTLINE OF - _4-� i FTG BEHIND � FOOTING IN d F?C BE.f11N0 0 FOREGROUND " " ^ • r 4j e ' Q #5 8AR HOR. REINFORCEMENT a / 4" CONCRETE' SLAB - - 032" O/C 5Pat,i IG - //�\�/\/�� _ /\/ \ \/ . \/\/ - /`/� /\/\� \/ \��\/\/ \/ \ ��\�\/� oel ol 77, 77-11 // / /j //VA lo z \ N 2, ,/ \� \4NX4, 7O //X i j�\j / \/\` \/\\/\\ / \ / LL6 \ry \ \ /\ \\ �/\ I Ile \ \\ O LAJ C) ol \� ALTERNATE DIRECTION OF \ -HOOKED ENDS ON 1 VERTICAL REINF• 1. 21--c"---- 1'-2" ---- 1' 1^-_ �. - 2' (4)-N4 BA9S 08' OI/c, \�\ \/� ,}-�._�_____. 41- 6"-._ -. _- --- ------ ---4'-6"- -___ -_ ---- _ - _ - 4'-6"— -- - --- DATE: ULC.LMULH 25U4 I ONGIIUDIN:AL REINF. - 3" MIN, CLEARANCE 3" MIN. CLEARANCE - -i 2, -_ 3' MIN. CLEARANCE 3' MIN. CI_FARANCE (6)-y` RAF? lt9" 0CE1N (5) N5 BARS 012" OCEW - DESIGN: DML (5)-kS BARS 012" OCEW �:AWN: ._ DML__.---- �>_ CMU EhlC. WALL FOOTING (TYP �, SIDEWAI_L 1_2)x24 PILASTER FTG 4 ` SIDEWALL 12x 16 PILASTER FTG 5 ENDWALL 12x1 6 PILASTER FTG SCALE: D ___DM�____._ _.—._.r�,.�—o _.__ -- _ _____. _ SCALE � = 1 A1 2 �_ ---i-`=-iI==0;�__--.____---•-----•----- Al 2 � .•i� '_o.. 'If VISIONS: PRI�F�, 14 (1RE 28, d f.NEWAL DATE: 12-31 2006 SHEET NUMBER Al 2 OF 14 .TOB NO. 111'1`�nn�.rnut,? LE--04609 FILE NO. TIC_SWAwq t ... :w :, ti -r. ..r .. ..,.. . .. .e.. .., _.f•.n,tr m•_v .,,w..r.. .!R ti Y" , .-.-r.-, r+.. rv.'_:IT!.^.¢9^.. .. .... •.— .. r .r ."7w+ MRM'�U,. 8 '. Ih).. ". . .1�!� " -.. ,- V,. ,..., ... ,..:. ... 4r .- , ,,..+•`*.'�nnr«.�^•, w"""yTt'.+"'IITu'"' "*�,`�+,q"^+sMn '"�•h�,Aw• �4 At,.t., ,. w. . .• .. ,w ."-rro.:;n, .•spi�w:.9Ma.....q. ... .�zr_omm.a.arw.n a ,• .. :•.1:mf�v.krys. ti7rq!4Ap"dM r ` _. - ai11Ld` ,..- ,,, .., ;,`.n. d vFa.a,. • ...:::,.irrrt.r•M..t.x`Alxk�l32::r'.: cM..< ,... '�C.i'' ... LEOIBQ"''l PTRIP cry', �1 a , g F _ 1 I. t , g � In i p _ IB i i� Ufa zft ?_i o .p ' �t1 �t M1� • EI V�VrM1t t ,Y - � .. � uar. tna .� 30 ' '7llfk rY:.�` a r •:�'w, r j S I �I 'f' ,I,�I ,I � I , I , 1 •'� I i OP. - Y: I I I k 3 i f r , -r. +0 (_ o a OW 3U OLiii.ar�'-is• .t'�°sa'�iwr""�"i �s• � C� I H.rss ��I1r1uTY'' W 3Q 16 AFF! 1Nldd 1Nlfrd Kira tlul I I I �� N t`- 3na�n L - � I t IK',cm CK IINT- V, 41 (SUN f E tial pasts �, r!«s u TIN f CO 2R 1 ON BASES •i #r�'t� i _J ^ I 1 i r twa ro �" Lo LA �—- — L;3ll i t k1 1l ie �! I E1 � r— Q rt' Ns rz .1 01016y J I a _. ll ..... C\2 FFFm 4►9'n __ — us-n lIA30 03M 7.4 Uir IN CLUNG e l --- AINr QUAR'1 ------ nrET fir` „"::' i►; _BASESI / �.Sriu TYP AS -mor" rOFFEE - M-r, L7RtVER DAR Q I�RACKJ PRAY CAS PR Bqx I Sw 1610- QQ J _ OF A tP r CO3 -T Lu LnQ� rn �-i QQv or� r- - — - -- , — ------- SPRAT IAz I I _ - - G pr S-0/4: M5 l-019!'MS 1-0.91 MS EQUIP. + c. Q I - ( 1N7rd SOd d3lNnoD 'SS .Z[ IJ31 sod i1P �o x �— 4byra IC4 -� 4'X.h' xF� I 1 i 2 WERNER -�------____-.1____ ___ 2 q I LADDFR ! �'a�0�V Q i I i O DISPLAY I QUO SPRAY ___.- -• i soft f j I I EQUIP. .r. i ' "� u.r��"i"r. ,ryr rau► I I i �...r/ Q t f IOWA' cri fOVr r 1 Z F .r•, srr U TELL do PANT L lie O SELL O s•;x'!j, 4�G� V ail. �.{ ° e� `��u • ,wln I v /� U� O,y wr wt SALE Y '•►., ." nwt --- - - ,,,� CJ �� f Q'O TELL dt PAINT SELL �.r � _.L n" 'x -- �+ S `•.ALE SALE - PAINT p PAINT f r t I+ �..� A., ••i W PAINTER �T�� PREP-91T PRIMERS PANTS cn N " ! 3 QO SALE ?O TEX PAINT ALL SALE O FLR. ENML. AEROSOLS j I - - - I PAINT rIAINT SURFACE r- , —. N I__ —._-_— �� I�r I ate. � � 0 O I cx z CAULK/PAT H/GLAZE DROPS O U z W TES CLEANERS CLEANERS n do ''"""*^"It"' J I o Reflected Ceilin Plan z v, A 1 Sale: 1co r- -1 0ixture Plan a -_ Scale: 1 8 �-c- ' A 1 -3 --. ._..-.._ MIM AX THINNERS FEBf ARY 2005_ ni ! FUTURE- I n, b —_ - d?� I I --- -- -- -- DATE: DML „ I W�P I O DECK CAPES H&C t' EMTOUTI THRU WAL[ �� r ~ DRAWN: UML DISPLAY I 1--_z STAIN � n +120 A.F.F. .. !^ I I o CHFCKED: DMI - - 5 KALE: AS NOTED --- v, D ' � C _. - ---- - —io o•---- - _--1 30"x30"x3/4' , y RFWSI I� uewlRr HP-ue S3dVJS 5715St►�J b TNao I PLYWOOD 1. RED FIXTURE PLAN u- 73 @OC1KS 75 BOOKS - - _ DOOM DOOM xOH -- -_---_-__ - MOUNT TO _-_ --- ___ -- STUDS +84" TO 2. REVISED RCP -----_ - BOTTOM _ - - - _ -- - 3. ADD DETAILS INSPIRE WALLCOVURING UFIsCALE BOOK CLASS Network Cabinet Detail - ----- ILLUS►ONS DISPLAY -- - INSPIRE UNIT =- 400 S.1 LAMINATE' rL.oORfNc -`—LAMINATE ~ __ WALL SETUP {SLE SETUP N�" p _f L OO RI NG= - �►' r.•• . ' r 4 r� -- -• V`�-�� Wp I N[f`�/ r-a q •-----400 SF. 3 Sales Area Fixture Plan --- _-- aa• n-I _ G or —T -I_-_- .r. SEC M• I ..r I1f NEWAL DATE' 12-31-7006 SHFFT NUMHFR t , Al �3 Of 14 Laminate Floor Flan HANbSTACK RACK PALLET WKS IDE NO. 1 9'-0" YEUOW 1APftN?ti T:.1'-0" GRAY UPRIGHTS a E 046C''' 96` GRAY FWWS Y? YELLOW RE WS WwAmm."..a-mm o-.. ,- sr.r.rr► - _ _ '1f102'J,r,r . T N - .. _ I'acutc lIN) n HUP2(X)5. TIG SW dwq o1.20 :. -: , , .. � .:. ,•.. ....-... -. .-_ .CS•'f!r7*+!'t'mry.. Y ..r.. 4 rcn^ .N�GgT',.+Gr .. �'tT''-"_.__ ... .,....;j.,:. ..w.rwM•r+r,.n+$w.:«,.r. ,r. .,...... .--- ............ ......M . - . �,L- Jt I,t,r:Iyi irtr: 't,, ,ii1 •rr,r, .., r,.,:.. ,i;4ylftt A.:.r.�gMa'eµ� -w....:w.,,+s..:.+.-.—^�•.«r.»,,. ., _......-,.... ..__... ....,.+w+...-..._.. m•e....-......-.. .:.._.... ...., --., _ ... rm i 1•�. !' r .. ..,a.,r .•.,..; { 3r-,.,� r tffY>sTltlP "711 I jt' r lit III IU11:;1I 11 iLtlll.'l1.1{ [ I ' IDI N I 6 !3 8 S 20 2 22 239 4 25 2e 27 28 20- lo i "Wit t . I Fl 5 .Ir l :-..• :, '' ' -.J 11. I i I JC. �I} `.�'. •'.'r r - " - �4,-�� i i4rt ;,_`1 " ',. .: .. . F: ,.,... [ ' .��h��`��RRIi��91�N��.'Vf�'IOA.'ht .f��. r,�.�`M►�1.'.� �I 4 w r;.,,. :F .. ';. ^:.., .:: .... YW q••`f1r'±.^-vi'. .,q,1+W4 y6 d F _ Ft 77 F , 1Y W .. y 1*6 10 00 I / _______ J ` -------- - -- 4" SOLID CMU CAFE --- 6„0 STD. PIPE r ILLED ✓ `- LINE OF E" CMU . ► W/CONCRETE, CROWNED ® TOP -CEMENT PLASTER OR PAINT I - PAINTED SAFETY YELLOW /�— 4"x6" TS r_ _ EXTERIOR SIDE z I / 1 _ __ 2"x MTL. CHANNEL I `/ 3 "x3"x}" STEEL ANGI-E CO O 8"X8";(16" PRECISION CONC. BLOCK I / WELDED TO TS � m ( L.ANCSCAPE GRADE I _ W WHERE OCCURS SOLID GkOUT ALL CELLS i I PAVING / I I -` 4"X 10"x}" T.S. FRAME W �- m 04 � / 2x6 T&G CEDAR In O n PAINT INTERIOR SIDE OF CONC. BLOCK INSET INTO MYL & SECURED I ~y �~ Qco ASPHALT PAVING I �?°--� '�-�.-�- -�-:- -�-------• � �" --3/4" - C.^r'�t BOLT � Z � WHERE OCCURS -,op I U n" CLEAR] I ►- O It C9 -CONC. CURB SLOPED " PER 8" _ _ I I LRI ^_ 1.0 SLAE3 - _ I I -_-^ -- - ------ 1 r O W I I I -------- CONCRETE t3ASF r 2 STL. STDG WELDEC C) #4 REBAR CUNT. r } -- _ TO 4x4 T.S. ® EA. 2X6 T 'n • _- I ` I - -- --EDGE OF' PIPE _ —' op _ I • j I 1 \ SEALANT _ CONC. SLAB 014 GRADE -- •' _ � � 4" CONC. SLAB W/6X6, 6X6 WWF cv �p f �• '� -'� SLOPED �" PER FOOT TO OPENING _ �!� / —•--- CANE BOLT MTL+ SLEEVE �-- - � 1 � 2"X2' WOVEN _ +. • � ° L..- WIRE MESH � 2" MIN. DEEP IN CONC 1 GRADE - 20' MIN. REBAR LAP I • —4"— �PERFORATED \ MCTAI STOPPER CD °y ..--f-PAVING TS COL. WELDED TO TS b ' � POST - � • '- -`-�k ��+ � . / HEAVY DUTY SWING HINGE _ _ J r,) 3" - ------ #4 VERT. REBAR 016" 0/C i WELDED ON BOTH SIDES � 0 8" ALTERNATE HOOK DIRECTION NOTES (�� 4� 0 --Y2" JOINT FILLER FOR ADDITIONAL�L INFO SEE DETAILS �� Q 1 QJ 0: y _ 2 -,� I O T - T AT D4METAL GATE SE�.TIUN -- LOWER �z YPICAL IPE BOLLARD r(�E14 S - — .-1 -0 3 -1 -0 A .. 4 0 - _ - --- -- __�_ z COMPRESSION STRUT-- 12 GA. VERT HANGER TuBIN ,c 14GA. SIL. 4 ^ OU COMPRESSION STRI SNAL1L� �-WIRE O 4'-0" 0,1, TU81NG O 112'-0" O.C. AX. _ .-• -- -" '4"X4"X}" TS FRAME NOT TAKE THE PLACE OF 7�IiH MIN. (3) TIGHT CRIMP BOTTOM FIAT 0 I---i I w - ---GA V. WASHER A HArIGEP WIRE ( TURNS IN 1-1/2", ATTACH TO MAIN RU ER f� U W i I W/ (2) 112 S.M. REV:, `YP. ,x i J- LSECURED - I 45' SEE A4 iA-8.3 j C7 TO STUD 12 GA SPLAYED A4,/A-8.3 - BRACE WIRE WITH - 112" w STL STUD WELDED MIN. (4) TIGHT ►-'I U O I TO FRAMEkn -2 PER 2"k6'. I le- - - 4" SOLID CMI' �nP TURNS IN 1-1/2". �\ r--� d 4.1 _�_• - ------ 21,X2" WOVEN 10 w WIRE MESH 45 45 \,\• ` X O r 45' \�' W 1-0 --- 2..X6" CEDAR - i \ �� E— u . Iii x. r M�r r, ..., #4 VERT. REBAF, 016" O/C / j 04 O -^ ALTERNATE HOOK DIRECTION Z O M104 RUNNER, MAX � 4' U A 4'-0" 0. ti 7_ 2" MAX. FROM BRACE �� (OR 2'-0" O.C., MAIN RUNNER CROSS RUNNER " ti F - �4 HOR. REBAR �3/_" 0/L WIRES TO CROSS SEE REF. CLG. PLANS) 12 GA. SPLA`I WIRE BRACING IN PLANE OF EACH � ►- U1 � TYPICAL - DOWEL RENAR INTO RUNNER; �'� CROSS RUNNER RUNNER - VERT. ANGLE 0 45 DEG. (TYP.) MIN. ,_ > x NOTLs 4 TIGHT TURNS IN 1 1/2- BOTH ENDS OF WIRE Jt 2., - ALL PERPENDICULAR CMU a 2-'-0" O.C. O x FOR �DOITIONAI. INFO SEE OFTAJL5 (N WALLS WHERE WALLS INTERSECT j� TYPICAL BRACING LAYOUT 8 SEISMIC �RACINC _FUR SUSPFNDE� CEDING ' a �5 _METAL GATE SECTION ® TOP , 4 NTS 4 NTS _ V DATE: DECEMBER 20Gn- CONSTRUCTION JOINT ----- DESIGN: _,_DML _ /t,3"X8"X 16" PRECISION COt:C. BLOCK 7' CONC. TI UCK PAD ESIGiRAWr DML SOLID GROUF ALL CELLS 4" CONC. SLAB W/ --- W/#3 REBAR 0 18" -- 6X6 6/6 W.W.F. O.C. EA. WAY '.;HE.-KEO:__DML - 41 A e � 4 RFYISIONS: f 4' AGGR. BASE COURSE _LANDSCAPE GRADE 4 REBAR 012" 0 C LONGITUDINAL II-- � =;!�. ,l11- (� r• =j11 � / KEY FORMED --- "' III� II �- a" A(;Gk. F3ASE FOOTING REINFORCEMENT - DOWEt. FROM SHAPED 2X4 COURSE REBAR INTO FOOTINGS WHERE WALL ,..- INTERSECTS PERPENDICLUAR CMU WALLS �• -6' --_8 --� _ 7" CONC. TRUCK PAD A.C. PAVING OVER A `�, ,jl PRQ�F 20" MIN. REBAR LAP W/#3 R-BAR ® 18" SELECT BASE - SEE O.C. EA• WAY PLANS FOR THICKNESS - ' 149 J r L I cow «ff((i�r��NNNl� CO a �.� �r—� = pt as sm:s = sre� �s I �+f 25 V) 1 `` ;.47— .� •-- a ( .� 1, �I. �, #4 VERT, REBAR 016' O/C ------- ALTERNATE HOOK DIRECTION NFWAL o� ;nit f 3'—4°' —_ _—_ _ _.-_ .. k T NUMHt r. 4" AGGR. BASF }t4 REBAR A14 OF 14. �� COURSE TTr._TT__ _-.`�_ ( TdcE3 CONT. AI 6 s trA N D` )CAF'F STO RAC. r_ W. _.I__ �_ .� & EDGE ,�� N� ----_ _ A 14; 1 /2 -1 ' 0 J BI �xb77 LE-04609 C;C�N�, SLAB If�� ----- - - TIG_ SW dwq �I / '.,. H70•ill /•1fIR'Yfw - -.-.-. .-... -..._-- - _ Yiril �dl _.... _ _ __. ill M1a I ....v... _' �, ";r 'bu '' .i;,:' ,. .:,,,w+siYoM,r.^-.r!+MW''" '"^nw,.taq. .._...�., _.., ,.... ..+,.,, ,w.m:0•••,.:. .... .-,r.,rntl! ._.:. _.. .- .». ......-yrs.....,,. .....".w.,• „, ... 1 , a .. r :..._ ,,';..• n' .. ,. •, ,. ,.. .._. _ �,t. 'AMM.�iMr++w�`+rgl ,`�IRwItMANrI?1F.5fi'd'^ _ _ , q,gS.3�'. -r� ! ,Y': ,,: i . ' .E ..t-.. ... vq' - 'L, . ,. ..,. ., aw+,wo. ..o .,. ,,.•,.,.,...-.. -.: ,-. u.nW,Yq.,MYr.iixytlYYx- C P(I I., a i +��'i 2 2 a 2 20,', N ?9 10 I lis 1.3 Id 18 I` If! '9 2!� 21 `4 r�'.ti. �' 4€irtk,1tr. -0! r1'. / �•l fz:.:. r : t�tt, +ty�"'K ^'�'�! *;; - k t. ,'. • .>.�,.''�'1'�.'.:, 1 s.� -r,,,..:�`.tk`ia tr , - 'i. ' :."1 {'F�. •�`' �yP .. �i.. pF : �n'��. ;,.cl5r:.. • :•._, 1 a :' ...I.Xf-. -.: k r,..y' ,.. ;� �� ,t �� .:i • '•,A' i fb � -.",x:,,L .1,• ..tl:., 1-....r � 9•t�s�rr � .a.; � �.;5 t• , �,�,'. . �,4'-, .:'1, ra ,"h Jl ..7�•�. •ti� ,5r;_ 'i YT 't ` Sp• ,. .' ,:. .. , �, ! •gyp f`rt I 1 '�y..;' ? • r: y s { f,� ...:.,a t. tiA r{�f'r'' ._. ,. ggd .,y r y a I•,. - 1t MOMI 30 v loe t1 ,J• i 'Si J9 7 ' y ° ,�^ rT11{ t I r 1 1 ._..'"`r '" :n!M1^.. ..+. R,M!tr'.x r p v '.' p"'tRs( •,y,'\",�¢t, 7i 1� s� �I ,�f' t� i y,t'- i �) I t �!I I i•I. �OL" - ..r f Ir - v _ f 4. �',%4 ,°Y,b�f^�i'� • . P .I.i'' tl It s-4�,t /.4� a ,, rr` a I :,"- a 'r. a .. y� , i . 1 ,,._. .: r .•,'•f .::' ;w: -: .,:. .,.i ,. '' /yl It 4 l•r M,Y I i• :p 9 4. J _ C WEATHER PROOF WATCRPROOf -EXTERIOR OUTLET i PUSH BUf1ON 10 BUZZER - 4'X8'X3/4- PLYWOOD tIFPHONE BOARD ELECTRIC SYMBOL- LEGEND S'YMOC►I- - DESCRIPTION - MANUFACTURER I I I I > [ F0►[ w1, mom - awM i w my T17[.V 1 1-t GT U NL p ►LLAT► •1•'AJJ. UK= a11� N01m OOurc _ SIANDAM A111c-" WX Fort r-_.04CAT101E III` i 5 NPINU I- 170111MM n/ FULL 11W Sr A OWA mom. -_ • R rum" Wm tt' All to al0tlpw T�Tt t><AREA 4j; CAT 1 GT. OT10Ify� NOTQ�, Mi01TY Fill iallm Noun 6u-w Dow To FLAW H1l?. 1�'A►J 1; OflIJM[�tg7[D- � \ u (w) I►� Aw" r « M sa aMrur `\ M N Mll3 UI ArDY[ lA1G lRIYU[ 01I0UND iN L I tN can N11i(T MOTT FO(T1DtE - OON►i'Cr to tIRP[AATL MON t11w cmw LAAfAIf @F&A" go PM141JL 0AAM cp- INIFwi1�4[r \ SA ItCLIIE ROOT IU tW4Ik ( PFNFTRATION. .70-,3O':J/4' 1111110-11M 00A (IMATT e' w!!) wplN 11100M01 Fl1t m PL YWC,OU TO 84' AFF STUB I' PANEL. PANE I. I 11DOW / VRWWk TnM MUMS 1M V OYRLT TO BOTTOM ,AT 0- AFFF WALL rowumm - T-7300 O WEAL WITOM (W nNDDEIRI1IOIs) n01twn1. T73oo IA 1 T._._, •ITS•�- ORANGE RECEPTICAL AND FACE PLAIF ,AMC1111M @= A _ 1t� D 11[0AM. ► ► . ► ..-- ` -I ---�:_ � 1100 IEM = -- BB• /T// d TT A Tal[ aorx rc>Ir ExftZ+cw Awu ./2. wWl all! BQ i `_ = :•18' Id' p (� 4 /Mmm TAA Rm EACH DOL) CM [DIJM1tIM' dD .1e.io 4 EMPTY, SIANOARD • • -� ®- wo 11100► RAMI wvlm Til DLwx (�M�6 00. I 1 .'8' L-'D' OUTLETS N6' I G.F.I I � DUPLEX JB'S FON _ __ �� =h' •IB TELEPHONF/DAO A J .. � �_ eumi s mow flat W AOEAm f1 ou � -�-'----- - SNUBBED OUT _---Y- .�jg• O ABOVE CEILING, d14M pAl11D ►011 rC.. F00. • r0/OIDI OILY iZ Pi 011 dI 184 LEAVF PUII D ,• L) • Ci F. OOMud FAN Ir11E1I001k Q BUZZER - ✓-� D � 77" C.7 rye, STRONG. p p m loot-• ` s� (00,196 •O TYPKAI. Of' 4 \ 1�- ---J Q L1m71fr0gl MIQ ----r-- a EL EC I RN:IAN SHAII _- -_ - - I�EMPTY •HH' IDENTIFY \ �� M� �RM �� m JB t CONDUIT DEDICATED/ r : ` / ISOLATED GROUND !�'� I STUB ABOVE CEILINi; C C "� W/PI/LL STRING OUTLETS �4 ')RANGE RECEPTICAI WITH OR/LNGC AND FACE PLATE RECEPTICAI AND FACE PI A TE I (UJ, - PHOTO cYr. Nq D# LIGHTING SYMBOL LEGEND }�(� p TO CNME Q F1DM LiIOEt z CEILING MOON ll� '- �.x A c)H SYM3m __2YLL_ DESMIPTIM M~ACTLIRE ,--1 ' U ®1 tV., LPW lArTM Trr[ IT]tO1QlCT UIDFT VALL "MAIM. DIMIL._tm OL-4-1 7b.•....�� J ` `z N •HD' j t F1 SDS 10 TIEN /YDl RJ� 1[JNIi. M LITHMGA x j O } n n p In MY Eal Lao. 4• Mm Ks ItTT>?S. Imu F*Ax vm Kx�[ �•i x^--71 V ��bl Sp 11S41T1E Elt7ttSJR`Y 'MTTE)sY, 1804. DIIJT a-f 4•-of d A/OUNIED ABOVF CEILING, @j LCD MY }1E1 c) +� xU T/fJOt TV1N I'LEM H[A31i. LITH M x[11 y EACH JR HOME RUN TO PANFI n, 10 "MUTT arcmcT-Y JFv, t80v. DIVVT P0a[»� COO I'� ►-+ O C� O IN EMT WITH LOCK ON EACH n -, --• L> . r-� U in __.._ ,qp. s DEDICATED CIRCUIT BkFAKER A 4 Biu LMV CLASS 'w FLEErQn fC MU_AST, NWA LI EDT►)m Cm-Es _ _ DOUl31C AkRJW5 INDICATE. ` xrn ! i BW LAFF IYPT, % 04CH t11f40 LITHONA 01140-U �i DEDICATESERVICE HATCH 4 DEDICATED/ISOLATED CIRCUIT IN �i •' 3"41 INV. CLAU m• FLCCTOWC VAJ-MT, HRCI Of EQUAL , t SEPARAIF t;ONDUIT TO PANEI , y __----- ---- �/ 1 WITH I OCK ON BREAKER. t �N r'Xr RQM110 rAUD TY►[ - ACMYIJC M314ATIC Lila LIL��a A>P-t1�0 ( a,J 7'4.x24" ♦ftm1NV. CLASS '1►• (KRt,Y 1:Av7N0 ML1,AEiT, 93 to _.------ y . C i .pA• Q _-_- @1 ram D'k4' Ni (MD TYPE A(WYUC M2111101TIC LEM LITMIIIIA 4 VX41 Mv. CLASS 11, FM•AM EAVD10 VAL1.ADT. WIT-440-ALP-12,111 I } �p X10 ([S O E-' r -- 'HN' I - CANOPY ABOVE l__I 1 ►E7DIf VALL. MKMD LXrLMU LlOIDE R, WYAL MALILCT104A 1M1 INV. N,IJ.DALLAST TvA •O 1 M36 W VAU IQIMM AALA LJOR, WAL Oft= LlTHOMA '�I L TO TO '1) EOM LOWLOWFiAK-+LAD WLAST. TVAz _ rff---11 r� r PANEL 41 PAN(I or l IHCIXfi3S[D f0T1T LIOR VMA101 IM TIOiA F. ©J 1 low m VNC . T11L W&M EQUAL ♦� O Q PHOTO EYEi l Ito V LAVAL %%IX 9M DAY L!THMW v w V TO CHIME r l 400 v r*1DIMTIC FAUrLrclw EI1 ►lisp'• ►ummu Ot EnUAL ^^'' CEILING 7 -, - __�_ __ _� _ W ABB MOUNT MOUNT MOUNT CEILING MOUNT Q BH' )- ---- CANOPY ABOVE Q Q SERVICE HATCH -- 75W METAL HAL IDE DOWNL IGHT �w .19 WITH 2 CIRCUITS TO TIME CLOCK IN 1"GRC 24"X24" THRU CONTACTOR TO TIME CLOCK AND PAP" PROVIDE ADEQUATE LIGHTING FEBRUARY 2005 VERIFY SIGN REOUIRMENTS FRtOR f0 INSTAL i A l ION 1(.: - IN PARKING AREAS WITH 100W _ - METAL HAIL►DE. ALI. LIGHTING SHIELDED O NOTA- : DESIGN _ TO D►REC7 LIGHT TO GROUND 1. COMPLY WITH THE NATIONAL EL[CTRIC CODE, MrPA70-2005. - MIN 5 FC ON PAVEMENT 1. AL1 WIRE SHALL 9E CONCEALED IN WALL OR ABOVE CEILING IN EMT, MIT, OR GRC DRAWN: _.,_DML __ _ 1 Electrical Plan 2 Li Ming Plan EXCEPT THE ENDS Of RI/NS WI G EXCEFEEDING 10' INS CABLE FOR LIGHT'% ONLY. CHECKED. 3 ALL JUNCTION BOXET AND WIRING FEEDING OUTLETS FOR T1NT EOUIPMENt, ED. - "-'-"t"� " '-"�-' COMPUTE'R4, VAL.ENCE LIGHTING OR STORL FIXTURES SNV_L BE RUN OVERHEAD. SCALE: -- i_ F_ 1 $cote: 1/8._ --- WIRING UNDER THE SLAB WILL NOT BE PFRM►Tt£D EXCEPT FOR FEEDERS OR WIRING FT) EXTERKIR LIGIR'S AND SIGNS. 4, EACH COMPUTER CIRC111T SH41. BE RUN IN INCEPENDENrr 11-30LATED CONDUIT WITH SEPARATE CIRCUfn FOR EACH DUPLEX OR JUNC"ON BOX. THERE SHAD_ BE 3 VISIONS INDEPENDENT CONDUIT FOR COMPUTERS THE POS CIRCUrS, AC.CU77NTER CIRCUfTS, NEW FI.ECTRICAI_ PLAN_ SATELLITE ROOF PENETRATION DETAIL AND NETWORK/114GR5 TERMINAL. CIRCUIT. NO 07HER POWER SIWl BE RUN IN THESE �. ADD PANEL BOARD LAYOUT CONDUIT, DUPL.Ex FOR COMPUTERS SHALL HAVE ORANGE PLUG AND FACE PLATE- AND 3/4' SHALL BF LAGEL.ED WITH CIRCUIT (POS, AC, (MNTFR ONLY, Wh :ERS TERMINAL ONLY, ----...--__- PvC NETWORK ONLY). 5. PROWDE ONE LINE RISER 0 AG21M AND PANEL SCHED(XF Wn74 LOADS. ALL PANELS SHALL HAVE TYPEWRITTEN PANEL LEGENDS, AND FACE SL WI HAVE. BROWN FUAM`� T PE YWOM 1 PHENOLIC FACE PLATE WFIN WLTAGE AND P445E AND LABELED )`0 MATCH PIAN CAULK -� AhICFW)KD PANEL NUMBER. tTO 1` �tTYA EawpTY 6. ALL STORF_ EQUIPMENT IS 120 VOLT SINGLE PHASE. ALL ROOF TOP HVAC SHALL �. Dl:t_1_Y DNtG rw v\ [>flw J9 BE THREE PHASE. ,----RUDER W]UT FOR 7. ELECTRICLAN SHAEI CONTACT SW PROJECT E7VGINEFR BY PHONE AND COMPLETE A EpgP1-- 24 PKH1R ______. __ __Im � PHYSICAL WALX THROUGH TO INSPECT ALL OUTLET LOCA77ONS AND HE7GKF l "T J J CLOW.5 I- plillow PIACEMENT TO ENSURE ACCURACY WITH THIS DRAWING PRIOR TD THE INSTAUATION 1/ (4 p" r t 11 - SYS" OF SHEET ROCK. L____JS. COMPLETE UTILITY FORM 0-12 FROM GUIDt-11NES WITH ELECTRIC METER NUMBER aE1as / 'XWACTL7/t T� „yl,d. } *mp AND CCNTACT FOR U(ILITY 1`L0 PRGVECT ENGINEER. 1 t7cMOt7o ,i---YATELL.TF CL1.T Slop I NUMBER in n rm LG 1 ALL MW POMMMM IW t ►NUDE NY LMN-S boor *VWPY ONE LIME a1GRAM M11 _--- __4 1� -- 1 01 COMVCM fft fpM 038" Ar1°1l=N1 . cal*AT w)w wv#w R's OMS FM FM P P�IMIIIEW SAD.. RN 1X NtYJ YBCIItI' JGR LA0. ffTVV I.1?lni F"OWN OW XM WIN I"A= (0' U"IE t AM) IMEfIR7/1 Y ELECTRIC PANPANELPCIARD: NO SCALL t'l llic 1S-000ZT GMAXA115mL TIII1111M to, or Nvwow mm op li=ft AND WT,4 CII.AR 5 of 20 FILE NO TIG_SW.Awq rurar.i.�. a,.�.•.u.x,-,ara..n.•+.�n.sr.'.a.�wse,rwnv.R..re.�,e�rr..s.ra�....•�ns�..�.� .:.,.�rm.e..aea...o�r. -.nr��,..n..A.-.saiw..,e �es.��..�. , Ing - r 1i► 4' I ttll ? 1. 1LE31gILITY STRIP 71 r Pqe : __ n1n ..",,•,�.. »,. -.,. " .. ,_. ,:,,,,.�,«"i�'•++-,.rs..n,wMl��,.,..-,u.M,...,.....�.,,,.��:..awNrMrsw►wSl► Irva)NYa'r^: r ? e 1 ,t•.. k r'P '{ ''.y MJY iy ,1 rTV k-r 30 • r t j.1.1 - I , x 'u - n Iw 7M, iSlAtrsis'�.�.ih_ ,.:Yir..r�__-__r;...,.c....iuJy -.:_i.,....�....�w...,dGi..i6L.r:...•,a�......... ......... .. _ .,.:. ....... W.' \� 71..r EX IERIpR MAKE-UP AIR NON-F'Rf'EZf ib MOUNT 12' 6" AFF HOSE KEY TYPE 1 r��------- — O �_ MECHANICAL SYMBOL_- LEGEND � AS PER SECTION M-1 OF DESIGN GUIDELINES 2'X2' SUPPLY AIR GP'.I.LE 2'X4' RETURN NR GRILLE / GAS-FIRED CEIUNG MOUNTED UNIT IS PREFERRED — ExHAUSr FAN WITH SELF CONTAINED THERMOSTAT SET AND LOCKED 1800CFM -- `~ MOUNT TO SWITCH ON O 60' F. r-UTILITY SINK 'etX1NT 12'-tti" AF'F � �)�) WRIER r ,J6, .—_—.— ---�— � HEATER ON AlAW SEE SECTION M-1 "B" STAGING AND REST ROOM AREAS umv>w SHELF#96' / OF DESIGN GUIDELINES. / wn A9M UTILITY SINK DAWER SEE SECTION M-1 'B' STAGING AND RES' ROOM AREAS .�• �1 OF DESIGN GUIDELINES. rrzQataua WATER HEATER 7 DAY 24 HOVR PROGRAMA13LE THERMOSTAT ON SHELF 11 1 HONEYWELL T-1300 (NO SUBSTITUTES) _—_J z 96" AFF, � � � O _ 60• PLUMBING SYMBOL_ LEGEND 1 \ _ AS PL8 5ECTION M-25 QF DEIGN Q I WHITE VITREOUS CHINI,CLOSE-COUPLED TWO-PIECE WATER CLOSET W/ELONGATED FRONT SIPHONJET WATER—SAVER TYPE P� F SUITABLE FOR HANDL V PED. _ + Z ?•IONErivE.Lt.� T-7300 . LAVATORY TO HVAC WHITE VITREOUS CHINA. WALL HUNG, 18"X20" W/S' r -- ----- RACK. 4" CENTERSET FITTING. --- U ELECTRIC COMPACT ELECTRIC WALL—MOUNT MODEL OCPSM �j Ul ,� F C WATER CCOL.ER BY OASIS. OR EQUAL. WHEN INSTALLED ON SALES FLOOR. COOLER -- SHAH_ BE HANDICAP^rD ACCESSIBLE. 20X24X13DEEP FIBERGLASS SINGLE COMPARTMENT c W - L-� SERVICE SINK ' ' " - L._ TYPE. W/ ANCHORED FLOOR STMID,FAUCET AND PLUG. MINIMUM SIX GALLON CAPACITY MOUNTED AS NOTED d C'J _� IevM TWAIER HEATERTO PROVIDE HOT WATER TO SERVICE SINK AND .---� tLAVATORIES. ELECTRIC PREFERRED) CDZ cCS 0 ?�. c U `o IJ U E -- 0 U Ez x Ott ',ATF. FEBRUARY Mechanical Plan Plumbic Plan rESIGN SW Cate: 1 8 - ' 2 - - <, ale. i'8 - 1 RAWN: DMI. M 1 M 1 NECKED:_ SW I IdEVISIONS - tNMECNANICAL PLAN 1. NEVI PLUMBING PLAN NOTE: LESSOR SHALE_ PROVIDE THE FOLLOWING !NFORMAIION ON HVAC ELJu1P!.1fLr4T. ---- __--- PROVIDE FOR EACH UNIT. -------..-'_-.------...._._--_-_ NUMBE=R OF UNITS: INSTALLATION DATE: MANUFAC TUBER: MODEL. NUMBf H: SERIAL NUMBER: CONTRACTOR INFORMAT ON: SYSTEM TYPE U TYPF: oi HCAP (MHTU) 0� tt� CCAP (Tk")N) REFRfGERANT TYPF- tit-�t L GUARANTEE INf ORMATION. �,�<< At L WORK SHALL BE 1N ACL,'ORDANCE WITH CODE.- AND SHER,WIN--WILHAMS DESIGN GU!DEL! \ �'` M l N[Ip2I)r)S-tK)027 6 of 20 :ILE NO. TIG._.SW.dwg h 1y.tw'l..... .. .. ... ,. e-.,-'_. , ,Mt•. r i.r:y l ,.. .... ... . ,.. ...._..,. .M.......•.n...y.r_ L!.P.. — •"rlwe.A..�'+........... ......,_..—...r.,w wtiT�.rvm.n epr- .. '- ,!: r . _ - - `� ♦ Yi - 1 q 1 :1 I LE0181IL"STRIP �p4 � IM1101110Iql yl! 2 28 ~ cp 30 h , S 1 tI 1 I ti 1n 19 Ita1, r I 1 ,,I I 1 �r 1 !_1 .1 1' 1, r i I,I II` 1 1 K)e_ . m". '•.�. ,. '�,' x, l; ^ W'A30 .,.'- _... ��111��M�I�IMIf��kMW��11sM��i�!�i�1��b�-,!r.-. a 1 7 t a jt,l : h .'as.... k !r 3 1 I. kr q,7� 1 xt•; i THE SHERWIN - WILLIAMS COMPANY MIDWESTERN STORES DIVISION 13500 SW PACIFIC HIGHWAY • TIGARD, OREGON 97223 i IIII ► { I { I LESSOR: NOTES: { I 1350 LLC 1. SEE SHERWIN-WILLIAMS DESIGN GUIDELINES FOR REQUIREMENTS. SHERWIN WILLIAMS 15295 SW BULL MOUNTAIN ROAD THE REQUIREMENTS OF THESE DRAWINGS SHOW THE MINIMUM 50X 100= TIGARD, OREGON 97224 REQUIREMENTS. LOCAL CODES OR DESIGN CONSIDERATIONS MAY ` 5000 SF PH: 503-579-0529 DICTATE LARGER SIZES OR CAPACITIES OR ADDITIONAL WORK OR i • '_ FX: 503--590-0377z _ CELL: 503-720-2989 UTILITIES OR STRUCTURE. O f Ior �• 2. ALL WORK BY LESSOR UNLESS OTHERWISE NOTED. { ( I I •j _•j 3. COMPLY WITH ALL CODES. CONSTRUCTION SHALL BE BASED ON O { I I I I ENGINEER: THE 2000 INTERNATIONAL BUILDING CODE AND INE NATIONAL FIRE I / I DANIEL LOW ENGINEERING PROTECTION FIRE CODES UNLESS OTHERWISE REQUIRED BY LOCAL A { 1 I 20 76 SW 58th STREET 1 / OR STATE CODE. REDMOND, OREGON 97756 / PHONE: 541--548-3743 4. THE TERM PROJECT ENGINEER OR SENIOR PROJECT ENGINEER V) E- •I i EMAIL.: LOW_ENGOMSN.COM SHALL BE TAKEN TO MEAN THE SHERWIN-WILLIAMS MIDWESTERN z DIVISION SENIOR PROJECT ENGINEER OR HIS ASSIGNED O TENANT: REPRESENTATIVE. LESSOR SHALL PROVIDE TG THE PROJECT U 1 THE SHERWIN-WILLIAMS COMPANY ENGINEER, A FULL SET OF ALL CONSTRUCTION DOCUMENTS WITHIN z i { • • I I �� 1 MIDWESTERN STORES DIVISION 12 WORKING DAYS OF EXECUTION OF LEASE. DRAWINGS SHALL U O �II I I i l U ENGINEERING AND CONSTRUCTION DEPARTMENT INCLUDE ALL SITE DEVELOPMENT AND SHALL SHOW LOCATION, SIZE + U d { { \ PROJECT ENGINEER: ROBERT C SOMMERS AND MATERIAL OF ALL UTILITIES, ��++ • • '' I r \ 11410 ALAMEDA DRIVE _ DE7AILED AND DIMENSIONED FLOOR PLANS AND ELEVATIONS, aha LT-4p q II { Nfl Hi I IJ U I I I; 1m N' \� STRO 13SVILLE, OH 4414.9 „335 STRUCTURAL PLAN, MECHANICAL %-LAN AND DETAILS, AND � I PHONE: 440-846-4311; FAX: 440--846-4349; ELF_CTRJCAL P(AI AND DETAILS. IF FIRE SUPPRESSION SYSTEMS d co Q 1 _ E-MAIL: BCSOMAtERSt�SHERWJN.COM ARE PROVIDED , Y ShIALL MEET FACTORY MUTUAL STANDARDS ------ � AND A COPY OF IE HYDRAULICS AND FLOOR PLANS SHALL BE 13'4' r� - . ---------- PROVIDE-0 TO Th, PRG•JF_CT ENGINEER. A FLOOR FLAN, SITE PLAN �-•� ,a � W I 1- --- •��, , , , ,+I I I I I I f I ! • GENERAL CONTRACTOR: AND f:LEVATIONS S'IALL BE PROVIDED TO PROJECT ENGINEER IN o z C� • �� JOSEPH HUGHES CONST. AUTO C 4D VIA r MAIL. O la 11125 SW BARBUR BLVD �? kr) O E- TIGARC, OREGON 9 7219 i U �. F R JVIDE COPIES OF ALL PERMITS AND A COPY OF THE ►--I d i PHONF.: 503-624-7100 ICER IFICATE- OF OCCUPANCY TO THE PROJECT ENGINEER PRIOR TO • /r .� COM DLETION ALONG WITH AS-BUILTS, CERTIFICATIONS OF ALL E"' Z �� ( { I i••��! SPRI"!KLER SYSTEMS AIJD COPIES OF WARRANTIES. PROVIDE ZO O t 1 COMPLETEu UTILITY FORM D-12 AND HVAC FORM D- 11 FROM GUIDELINES TO PROJECT ENGINEER PRIOR TO DELIVERY. DELIVER ' I I; • /% " / SPACE IN BROOM CLEAN CONDITION WITH REMOVAL OF ALL I� I I I I ! I • • / �/ .` SPLATTER, DEBRIS OR EXCESS MATERIALS. T H II • / / UTIL(TIES: LESSOR SHALL PROVIDE THE NAME, METER NUMBER, CONTACT NAME- AND PHONE NUMBER FOR EACH UTILITY ON CONSTRUCTION �' z II� DRAWINGS AND ON UTILITY FORM PAGE 40 OF EXHIBIT D WORK X O x / / 1 z 0n SPECIFICATIONS: DESIGN GUIDELINES FOR NEW STORE CONSTRUCTI��N. u) a *.4 • / DIG LOCATOR SERVICE. 91: GAS: ' • I I /' /� /�� ELECTRIC: COMPLY WITH THE- REQUIKE_-MENTS { I WATER: OF THE FOLLOWING LIST OF DRAWINGS: DATE: FEBRUARY ?�05 I I I � ._..____-.•..�.`�---- SEWER' DESIGN: �'~----• TELEPHONE- (LOCAL. SERVICE PROVIDER): SP-1 DRAWN: DML { I SHERWIN-WILLIAMS STORE MANAGER SHALL CONTACT LOCAL TELEPHONE- A5 FLOOR PLAN I PROVIDER AND ARRANGE FOR SERVICE. MANAGER WILL ARRANGE FOR E-- 1 CHECKED:-- .-_. J I { LONG DISTANCE CARRIER THRU SHERWIN-WILLIAMS CORPORATE M-1 SCALE AS NOTED ' COMMUNICATIONS. MCl/WORLD COM SHALL HE THE LONG DISTANCE A14 n)(7 URE PLAN CARRIER FOR ALL SHERWIN-WILLIAMS STORES. REVISIONS: 1. INCLUDE SITE PLAN do N_0 ' 1 i _ SITIF- PLA •NUIu1HCR 118011c hwy 1,.mi RIIP2005-00027 7 of 20 !0. • TIC, _SW dv•� .fir 6�bWWf3' W � 4blalrrdh+.K.. ,.. -sw5.r:�'+�kniM'ilftid6 rtfgldN.N-,...t + .- ._,. „�nq an "-^"�M,4�IM�q'p .... .. ..__-•..__.,_.,._.. _.,.,,u<, �•NMLIF� pS!i'7Y . ��Ia ( _ , •i,3aH yh�wr7y�y7�'�.. • .. ay1l�IM!:..w.....,......,......e.,.»,.—.-.._..,__._...... .,_. ... - - ,.m+r>� LFG181LIT STRIP Cm a I', v tonp.. F+ ? z ,,� z4 e 29 30 7 c 8 8 ca C 21 22 2C 2F3 2' 30 �o- � ; ,�t� y •. P;I 1 I JI ' 15Ni ♦ 1075 t •h`,�' � iI I �'IIIf�'d1 '�I'I' ,I I, I I��t l ! 1 ! 1...,�... •....�j;-.J4�M'^^' �I Tl^'I F47inMkMi�Lkld.1.�l i.l.�.� k�l}{�. �`I� �i�, 'r,c l., - I ' l C,J l4. •. ...�. .�-r c.F . • laa U�#L! I I i' I�I,hL� y i e jf r:� �1��, 1,t{ .vi• f ri;Y e o`3 r - �alk rWW +E •,7 , 41 I II jl ATTEitiTION BUILDER, OPEN - WEB TRUSS INSTALLATION I Enclosed is IMPORTANT information ,y on how to safely and properly insic. PERSONAL INJURY OR DEATH MAY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION www.frusjoisf.com AWeyer r'L:serBuslflcsS _ OpP,rI Web Trusses ONE w JOBSITE HANDLING OF TRUSSES3[1 INSTALLATION BRACING INSTALLATION TOLERANCES PERMITTED -- - ' TRUSS CHORD AUGN14ENT TOLERANCE THIS _________.__ - --- -- -- - - - BEARING CONDITION� - OVERHANG TOLERANCE OF TFC S r YVARNING NOT THIS � WARNING ( � 9 ) WITHOUT LORREI:TLY INSTAL ED BRACING AS r�- I t —� TYPICAL BEARING HARDWARE TJ$ bearing Shown - SHOWN BEI.OW, 1hj"ES C.eN ROW AND ROIL '==_ ar Dc not telt webs wish forklift " �--•-- OYER PERSONAL "- -��Ys.�Twn A' w r i !arks. Bent or dented webs CAUSING DEATH O4 SERIOUS PE n,uat be replaced. INJURI AND PROPERTf DAMAGE. NOTICE = r—J _— INSTALLATION BRACING AND PROCEDURES, AS WELL AS THE SAFETY OF WOPKERS, ARE THE KESPONSIBIL!" To provide proper performance, \. -------- - --- �_ QQ_hQT slack building materials on Maximum oyerhan for c i - - OF THE INS:"ALLER THE INSTALLER SHOULD MAKE g trusses should not vary more g WARNING - SURE THAT THIS INSTALLATION INFORMATION IS trusses belore all truss bearings truss bearing hardware is i,"' • --- 1 Than K" from u straight lire VERTICAL �-� - -- - UNDERSTOOD BY ALL PERSONS INVOLVED !N THE and bracing hove been permanently �, I ALIGNMENT Workers should slay clear when DO NOT elle- workers on the trusses arils TRUSS INSTALU',ON. °H°c►'ed' See S-' BoMom chord 0! Truss should not be out of TOLERANCE cuffing the banding to all truss bearings and bracing have been square with deck by mon than Ye" ft per foot a Maximum overhang avoid possible Injury from flying permanently attached, �_ 9 for TJMe series trusses banding or toppling trusses. --- -- of truss depth (i.e. for 24" depth truss) - "Z-Ctid" or "Pedes'ol' bearing hordwore Is - -- -._. BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED _PROPERLY [Lffl STACKS OF MATERiAL ON TRUSSES BEGIN AT END WALLRORLBEAM CED BEGIN OR LATERALLY BRACED END[ THIS IF THERE IS WALL ORNAMNOT THIS _ 0 3-A B THIS • , -2x4 ,tarter sh'ur lurnlrhed by cw� ' contractor, with framing anchors Sheothin wid nailingto conform Q Laterally braced furnished by Trus Joist• to minimum requirements as not end wall, beam i I See forth and (�_pt � or local building iorlh by p►a}sc1 architect, en Inver or ledger ee i �•_ ' ♦ Trusses will bt delivered to the jobsite in bundles of twenty or fcwer, banded together for handling and st'.;meal. To avoid damage they should be left In 'hese 9 code. S bundles until They are ready to be installed in the structure. � for allowcb'o nailing. �- ♦ Misrel!onsous hardware such as oeoring angiss, ioq se-.ws, both and nails as required for each specific jou will be shipped in bags or boxes with the frus.tos. ♦ Bridging material and pre-cut block�nq items, If r-.nishod by Trus Joist, will be bundled and banded. __r Struf bracing furnished ,�,��'`! �� WARNING by True Joist. See pion I r for number of rows - ».: �� ~ NO WORKERS OR MATERIALS �� required. See [�}] for ` ARE ALLOWED ON THE J 0 B S I T E STORAGE OF TRUSSES NOT THIS truss alignment. /s TRUSSES UNTIL All TRUSS '� I CAUTION BEARINGS AND BRACING s!oxlmurn cf 3 sheets of HAVE BEEN PERMANENTLY truss Ing per 10 feel of ATTACHED. SEE Boom, wall J `-TJS~ truss shown (typical). Sln,t bracing furnished by Trus Joist trues length. _ support trr ledger usses Details for other open-web See pion for number of rows required. THIS •t, I (typical) trusses similar, See [C for truss alignmsrt. REMAINING TRUSSES— INSTALL STRUT BRACING AS EACH TRUSS IS PLACED F�j FASTENING O F SHEATHING TO TCP CHORD MEMBER S _ CLOSEST ALLOWABLE NAZI SPACING _ USE THIS WHEN INSTALLATION BEGINS TYPICAL STRUT BRACE CONDITIONS 24' o c m�Imam SnACiNG - ?� SA" ~I ~ --- -- - - IN MIDDLE OF BAY (root, floor or odd space) Sheathing WARNING "K SIZr __Nr- TJW• M0MAM L lis each chord member material' NAILING CLOSER THAN CHORD 7 - - - - - - - SPECIFIED MAY RESULT -T - CHORD 3-D�- - � I iN CHORD SPLITTING_ SOX COMMON 1 11 4 2, 4" 4" � (�4� 6" 2 6" 6" 'C Sheathing and nailing to conform - tis" (10d nails r� ;�/� LL- - 8OX - ,11tY 6 2- -d^ -6� 2x4 start•. sMul Roo! � er- \ to minimum requirements as set furnished b contractor strut furnished by Trus Joist , �� 10d (3) 6. 3 6" b' forth project architect, engineer y Chord /. IMPORTANT __ COMMON 11 " _ by p ) q' or local build'ng code. See r - with Irt.ming anchors bracing i� USE PROPER SIZE NAILS !OX .125" member �� furnished by True Joist I Tp FlU_ ALL NAIL HOLES IN 12d (3Yi� COiN10f1 Ile" 6" 3" 6" 6" for allowable nailing. ` \ BEARING CUPS, BRIDGING BOOL .135" 6" 3' -6" -6" O ALWAYS se! buss bulydl" on eNrken placed of iM truss pin � _ lecohons. NkVER store tresses Ra, or sat trusses directly on -- --- _ -- CLIPS, BRACING, ETC. �COMMON t�� d" 1" L � the ground or In contact with standing wo!er. J7 Nnllinq pattern to be per plans and sp,clfico!lons. ♦ If mon than one row is used, the rows mull be oche! 011 leas! ♦ Cover hues bundles with paper wrap or canvas lorps to DAMAGED TRUSSES Floor In no case shall nali spacing be g'eater than protect Pwm from the weather. UO NOT use plastic toren as strut 24" o.c. In either chord member. Nails shall not ♦ 14 gauge staples may be a direct substitute for d (2�") nails if a m nai ., they will cause molsturs to accumulate un the trusses. MUST BE REPAIREDbracinKI) C13 t penetration of 1" irlo the the flan is maintains I 9- be teas than 8d (13'!") or grsebt than 6d (3'4"). P 9 �- attach t0 PROLONGED EiMSIME TO THE ELEMENTS NAM OR REPLACEC underside '--7x4 with 2-1Gd 3" nails � THE APPEARANCE AND STRENGTH OF THE TRUSSES. i ( ) n1 truss M each truss h o Slrvt bracing furnished by Trus Joist, y oafractor r See plan for number of rows required. TYPICAL DETAIL tap chord DETAIL AT MFIELD MODIFICATION OF TRUSSES N 0 T PERMITTED See [C for truss alignment. AT END WALL ODD SPACING - F-1 OPEN —WEB TRUSS IDENTIFICATION - ------- — — - -----___.._ _ _-_ • DO NOT PEPiy11T CUTTIN,'3, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. I • DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). -� BOTTOM CHORD BRACING INSTALI_ATICN TJI: TJLAf on,, TJLXw Trust / - -— --`--__ TJAIe Truss • D+', NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WiTHOUT WRITTEN APPROVAL 0 RUS JOIST. 1Mf"x " T.S' Troia >h"x double -'' BRACING BELOW IS FOR TYPICAL CONDfTIONS. FOR OWING SPECIAL CONDITIONS SEE DRAWINGS. -- -----..__ - --- _— -_ -- ------ ' iS"x24fe' double i'• Cross Trus Jqi Open Web_Truss �roduc ect'�ns I YOU HAV ROBE_ Haller and bracing If iJW Truss TJHw Truss �! - I 3-E bracing-\ shown on the drawing i�� Refer t0 Plan for series and depth e ♦ Oamo,ed Trus S ; R' )4 Si4 S� _ _ - 1 "x " double � ♦ Improper fit SWA.E_CHORD TRUSS _.� _—DOUBLE-CHORD TRIM DOUBLE-CHORD TRUSS J - -- --' xusLE ,.g,z.,• �pDlletE :R. rxxlsLE '.r6 ♦ rield modifications �� /� W:ROLLAM LY1 !!�' MSII LUYKR ♦ Guestions about Thr re-.- r i rail your Trus Joist Pen os.w-v,. [2] MATERIAL IDENTIFICATION rnrn'�i — 4 ! � CRA IG Mc�IANUS A. A. STRUT BRACING of tubular steel with flattened .ode furnished with Br+dglnq where - - o 503-520-7104 all open-web truss". Sfruf bracin to be Installed os *act, truss is of. shown on drawings J_ / s usR i•s ER 1UWP(e 04 hone _ C,..- P — _..� g +- % I uPEN C1taR0 LUMBER CHORD iuYR[4 runtrf _ - =,___-• • • SN 3_-A . � �j-•C�and -p v Cross bracing furnished by I Or the Project Coordinator (Schodul.r, True Joist. Install as each No lab for -- SINGLE-CHORD TRUSS Truss Is set. MARK CURRIER single-chord --'"V— -- Phone! 503—_169--7128 g• trusses B. PLYWOOD EDGE BLOCKING Is provided by T•tvn Joist on snme Cross T,iW -- ' �/ ul. TJIx \\ projects and r,sed for nailing sheathing edges, bracing'\ Or our Enginserinq Department Edge bleakinp wiM reef prwxw►t truss" from bowlrsp. Edge blocking should to Insiall.d after strut bracing (installation bracing) DAN PERRIGO lit In place and Immediately prior to laying stteotMng. ----•--- -- - ��/t�• Monurcctunrs anginote rinq nSponsibilNr Is only for !M d*slgn of Ih* irus Jels1 produch and not }or -- _ __ any, supDortinI slrucurs or 'oads o,herShan Indicated herein. Ail materials shall be turnhhad by oth*n, - 503 20 Ory an Mss spscifiratly noted by 'IJ' or by Trus Jolsf" heroin. Phone: C. C. 2x4 STARTER STRUTS by conhaetor wNh framing from+jone" . � - Haller If i•NESE DRAWINGS ARE STAMPED AS "PLUpARy" (shippod loose), furnished by Trus Jam. See $-7A]and __dJ -rlb Trus Joist Submittal Pakage must he prodl e ud and bracing If the mand .esponslbls desgr � en S H E R W I N WILLIAMS BLDG. !x4 nolle+ squired; 4oiler required at shown on The diowin s prelesstonol(s), to he nr1fed onA/or correcled tnr o ,och with !w0 8j consistency with r►tldlnp design and dk+*ntbnu spans beyond 40 feel©. CROSS BRACING is provided far mast beHom-bearing (�1t.? SII, s ,Th J Product Parka s' coyer eheN far IGA ` l rlr _ �(` c r -� ends tirti ih9lttsfa to kniallis6tas e}r-h hu« :e Bert. Contractor to bend D0UB1 Bridging if shown A \ nottroo01i which airee Ii uj ,Alf pmlilxs�r -IffW DRAWN DATE tF D 3 E E-CHORD TRUSS on the drawings �fOr R1e CHECKED - 0)) �- ORULR NO. i � _a 05-0 0621 r rws*w-•,troh-owwee Pon-,eAet taw'.T" r'lhw"r•. Tw.w.b.,-w e,elw.on t`e* •u•"I tom x>+ Tigard •, 6 7irk { . yr Ire- R•, tJN' sr,f*^". AN^ ,..a.i.ew,tr ul row H6d . •s4 bee�,we,k A pray cPlans ,, s 1 t+��a� :'j v �y, '�• : ..., rcKul� tlw� F R1,ft21H15_INN12' by 13.5 Date jjc,P2005- - oz's CCIPY o5op -541 'PAC LF001ErrY STRIP mO 2 3 4 1 n,lt'!to .n rt,I - , C 10010-1 ' 0 10 1 1 12 3 IR 7 ri 9 2 , �2 23 rn 25 i, 29 p a n. t4 a ^, Z I 11 .C,I 141111 10$ , 4 30 -- :. •. - rt^ t'r�rrldtAK�OstItP'1 ,.r:.. - 7 ., .,lM4 .401..:,e'v :.. r, a-.,n,^w a.•...;n;. .,•vri:, ..:,..«t ,.. .-:;. ,..,.,:r„ r;.y. , •s,,...M: ,- :xr,�E^» .r:. .v�wt , r" ...,e:."Y.. ',t•N; � .:. ..... .. .., - ,, Nis r!n�?>xs?�p�, I. t,'`l;Md�!M♦�+�' a�'.+"yk' .'>'tM+d.. w '�rrx�i#°tnvtl tier, , ,h 11 _ DO NOT SCALE THIS DRAWING �- GENERAL NOTES & LEGEND TOP CHORD Of TRUSS. W4ERE PLYWOOD EDGE NAILING ON TRUSS CHORD IS 10d V AT 4" o.e., USE (2) ROWS Of tUd NAILS R1 8" o.c. amwE1 � OFFSET �" .GNU STAGGERED. PLYWOOD QIAPHRAGIA ® ' JOINT. - 2x4 STARTER STRUT BY OTHERS. REOUIRLD AT THE END 01• EACH STRJT ROW, e- WITH FRAMING ANCHORS BY Ti. SEE UETAIL SA d 3D ON OPENWEB COVER • Sh E EI. 40 CONTINUOUS ROW OF STRUM BRACING BY TJ. STRUT BRACING IS REQUIRED FLk LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE DETAIL 3D ON OPEN-WEB . / COVER SHEET FOR BRACING REOUIREMENTS AT ODD TRUSS SPACES. SEE I ( � SECTIONS 3 AND 5 014 OPEM-WEA COVER SWEET FOR DETAILS AND t INSTRUCTIONS. 1 • r• / I — CCNTINUOJS ROW Of MIN. 2x4 FLAT 9070M CHORD NAILER BY ' OTHERS. SEE DETAIL 3E ON OPEN—WEB COVER SHEET. — NO MORE THAN IS TJS TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TCF CHORD SHEATHING IS REQUIRED. THIS NUMBER IS NOT TO BE EXCEEDED %[ 100'-0' THE LATERAL FORCE BEING BUILT UP AT EACH 3TRUY ERACE ROW — PLYWOM RAILING DIAGRAM •------------ - rOR LATERAL SUPPORT OF NON-LOAD BEARING PARTITIONS UNDER OPEN-WEB 6'-0' 26'-0' -_ 5D'-a" --- ---.- 6'-0" TRUSSES, SEE DETAiI A/3. START 6 O i-6--;-6-"c ' - --�- - 22 0 32" O.C. Z 0 24" 0. TRUSS SPACING _i-- 3 _ 1 O.F. OF_ :MUS - INTERMITTENT ROW TYPE "82" METAL WIND BRACING BY TJ. INSTALL AT BRID,;ING _ x�T77_ W 6 • •-,� c - i i _ ROWS AT EACH END OF BAY AND ONLY WHERE , AND ON THE PLAN VIEW. ll,--�I �- ' I ATTACH TO THE TOP OF THE TRUSS TOP CHORD, AND 6 A TOP OF THS + `•'' ,� I BRIDGING ROW. FOR MORE ;N�ORMATION SEE DETAIL 6/3 AND THE MATERIAL ii ^� \'• tl III DENOTES 2xA TIMBERSTRANQ LSL LIST, ea PLYWOOn EDGE BLK'G W -7- CLIPS ROWS STRUT �� ""--" w� CUPS ATTACHED FOR EXTENT ( ) '— —""—'—— SHOWN (FIRST SPACE WILL HAVE �� 1 o•»q - NAME OF MECHANICAL UNIT. BRACING BY T.J. I „ r I '7' CLIPS ATTACHED ONE EKG P WEIGHT Or MECHANICAL 'UNIT, DENOTES t1PUFT w .. XXX - 0 (_RATING I <„�' n BRACING BY T,J, old ONLY) j- ++ ++ +f —+ G N n I\ — — —--——— X - NUMBER OF TRUSSES SUPPORTING UNIT. WHERE SHOWN ONLY SIT 22'-0 MIN_�� ----�1`�fiT 6TTw-81x'G BY T.U. ►. I EXTENT OF EDGE BLX'G BY T.J. n 3 PSF " 2A REoI D. • II 'I•'•'-'• • ;; MEMBER TYPE O.C. SPACING • '� f _ o CALLOUT (TYPE.) �+�++ �.��i.y —�� i. x 3Y'/4A" TAPERED TJS TRUSS I mli , �I (DEPTH AND SERIES) A SEE PIAN 1 _-- MECH 1200N IT -- -- I - B—+— _ 20"/32" TAPERED TJS TRUSS SEE PLAN n \-- I ++ ++v ^ ++ _-._ o w.__. FOR AOOIT!ONAL INFORMATION � 3 HEAT KNIT 'C 130 ,,,,,�,,, RE: TJ PRODUCTS SUPPLIED, SEE MATERIAL LEST. 112 I '62-1 n I (s) ROWS 2x4 BOTTOM ++ +♦ ---•� _.._ _ _ _ �I '.HORD NAILER BY T.J. •' �. e� 3 lh'x14" PARALLAM PSL LEDGER FULL PERIMETER OF BUILDING BY 7RUS JOIST. �NROOF FRAMING PLAN _ RQOF_-_ s, _ ,, 115% ,GALE: �/� - DESIGN LOADS IVC 25 PSF DEAD 15 PSF ?HEAT ---�•-------4U PSF WIND UPLIFT 5 PSF NET Fps ' •';; A PATT RFMAFMS A Weq�rhxcu<<s I. . . . .. . r I SHERWIN WILLIAMS BLDG. I, • '• �j A S`# TIGARb, OR ROOF FF<., - _ - 6 DRAWN UA?L CHECKED DATE ORDLk N M /'!,"✓ D 8 f' 3 7 05 T ; u o D o - .) N�.�.. �..u.. ►.fM..a,c. n.. , "wd r1.B . ►r"►.A►eca Ti ..d 1.40 a..s"j-t ,r,..n1 n.a A .mm.1A):.►N.►Ar tM w1 Nw yM ,� Y;#C IDS f I , "" �' �' •�.�.�..,.. ..>�... ,.�..Ie.A. ` �-- THINK SAFETY READ INSTALLATION INFORMATION BEFORE PROCEEDING UofZn .,..... .._...... ..,wsMxtv�..yx 'ln4Fw.v'.He....•+e-.........+•..-+w..w.-•..-.�.."w.we.�.u>+.•�+-+...+.++..r.« Vowwn^.,:........ .- n...�giaaMlx�CR �..y. x•..i.> ...; �f�1�M1 T -ty Cmj., I 665 d 9 0 I I 12 13 14 B 7 18 19 20 21 22 23 24 25 26 2 2C 29 3C 30 10 xIw.I dA • 1 Itl ,t9Nr xylOL • 1 04�'��.!.�4t111.JI11 'tlld ,l11p1J1�,�' 1 '.Y y y - .� � - .. .. .?'S'y ''.��' i�w9c b *'�AI'Mt %1C+.n.��+...rn r,,1;.*�*S�.,u,-.,�).. .�,«'^m„%t�.,,.M- _ .MWii� +.,r.n.�«.�t.,t,H.�}.,r�. .r,: - ..«,.r-. ,y. .a, • s • l vy�t • f. tiv • :I weds , DO NOT SCALE THIS DRAWING -- L TT13 f f1E STRAP REOUIRED BY OTHERS I —LTT131 TIE STRAP REQUIRED BY OTHERS TYPICAL AT TJS TRUSSES, 2x4 BLOCKING RFTWEEN 2x4 "KING BETWEEN TYPICAL AT T,S TRUSSES. Odx1}y' NAILS BY TJ. EACH TRUSS BY TRIS EACH TRUSS BY TRuS (5) NAILS AT EACH TRUSS CLAP _ JOIST, TYPTAPERED TJS TRUSS TAPERED TJS TRUSS JOIST, TYP SIDE. SEE DETAIL 3/3 FOR PER p 4 PER PLAN SEE DETNL 3/3 FOR �M+ '+ BLARING CUP INFO, TYP BEARING CUP INFO, TYP .i,,. 2 10 kJULS ( ) EACm END r �'•_ CMU WALL * DISTANC�CMI: WALL ''� JA. �+ ,. �t•• —•.Del-EGAD KARIN-, MULTIPLE OL CICS) PART Troy WALL TO LATERAL 11"CE rnl �KYWtLk Ss) _ _ u�cta of DISTANCE wxocA FLooR .+ ;L y . I 2x4 NAILER REOUIRED 2x4 NAILER REGI REO 3 ./2'x14' PARALIAM PSL 3 1/2•x14' PARALLAM PSL STAN_ •t' 5p X. LEDGER BY T.J. BY T.J., SEE PLAN BY T.J., SEE PLAN LEDGER BY T.J. yE• o'-zo TX' 0'-20' �' L* FOR NUMBER OF ROWS FOR NUMBER OF ROWS 20,-40, --�— 20._40. LL' AND LOCATION AND LOCATION US 'IS" CLIP LATERAL SUPPORT FOR NON-LOAD_ T TOP CHORD BEARING BEARING PARTITION —SUIPPORTOTHEEMBER ` NOTE: INSTALL BRACING TO PREVENT BUCKING DUE TO W,NG UPLIFT. • • i METAL CROSS BRACING BY TJ (SEE PLAN FOR LOCATIONS) ATTACHLi �— BRACING AS TRUSSES ARE INSTALLED. WITH (8) N10 NAILS EACH END �— 2-2x ON FDGE BY OTHERS (SPANNING A MIM-' OF 2 PANEL POINTS). INSTALL ONE BOLT ABOVE EACH BOTTOM CHORD PIN 10 HOLD Zx's LOAD IN PLACE. Y 2x4 NAILES VY I.J, ATTACH TO (MAXIMUM LOAD AND LOCATION SHALL TRUSS BGTTOM CHORD W'TH TWO BE IN ACCORDANCE WITH APF20VED \ I063" NAILS M N. TRUSS CALCULATIONS) -- SPUCE NAILER TOGETHER 'NITH (3) I0dx3' NAILS EACH SIDE THROUGH 20x24 BI.00K SUPPORT DETAIL FOR LOADS � (V ON EITHER SIDE OF SPLICT; SUPPORTEDFROM BOTTOM CHORD l • APPRc„ MA R .1 ., FOR PROs L 77 BY DATE REMAWKS ^V('r,rki, i SHERWIIN WILLIAMS BLDG. TIGA►RD, OR _ t?F-.AWN _ DATE CNl;(;I(ED DATE ORDER # ,xavA.. ,An..rw.e r•.A.�.b•rw• . sxad r•A Tle•ar11,"I vT/ «j 'r ..I .s,,,�.e 4Id-041 r.x TA TAI. uII IA, . Tri TAI ..e Tno MW 1 (� tp 3 7 n!rj~ t OS .. � U.w AM.•Illvw%M•A•bakdo. �. W.J. . , 7 i --- 05-00062 I -- _ _. . a-r-r-�-- •------ " THINK SAFETY - READ INSTALLATION INFORMATION BE.FORF PROCEEDING ""'"'""""'"' '"'— B1 I P201 27 10nC20 A .. dw LEGIBILITY STRIP C rI I I I , l tOM�+ite, I 3 S ; �7 0 10 I IE+ 7 19 2C 2 ^2 23 24 <5 ? 293 �I d•. I I JI,#'l. t1�. .=�t.LU.1I,L41��'1�Jl.? �, 1_dlii61I!(,a !:I'jJ r„SLI. I I (I A. 4 fEz ' ti • 1 1 _.. a .. .,:...; ,. G.Lh{271.-.1:]Lui.L++.-..«:.•.: .._.._-.... ..v,.,,_.....x ..... _...-... ...._ ....�:.-... ..... .... .-...,u. -_.. �..i.u..eL.i.r.L.w..i.Jl.4:..._:.1a....�:�.�i,.:3f'u:.r-...,._.w.e_.....................y..... �....._.._...,...-.._...,.. t,l ti ♦ � 1 49 SPECIAL INS: cl Tlt,;t REQUIRED State o/Oregon 8t►uttunt 9pciatt�r Codi INDEX TO DRAWINGS I N G S ode- _..__._ .___ - - _- _ _ ` ��- �' AV S Cofwroto and Raintorclnp stool Bolt*Installed In ConCr�s- (QED r ./`�- A-1 TITLE SHEET di NOTES A-2 LANDSCAPE PLAN [ O ►�Ty _ vV V -` '- D Speclal Moment P,Oaistlnp Cancrete Frame A- 3 BUILDING EXTERIOR ELEVATIONS v j4 A-4 BUILDING EXTERIOR ELEVATIONS I j Q) 0) C] Relnrorciny'too1 i Preatreaefmp StR�I Teriji" A-5 BUILDING Ft OOR PLAN { , Slrwrtural Weldlnp A-6 ROOF PLAN At DETAILS L T Z A-7 BUILDING SECTIONS Bt 41 Y) 0 ,\ - i v ❑ NiphSlranpth 8e!UayT S A-8 BUILDING SECTIONS �,....� C.7 C'7 QI AS A--9 BUILDING DF.' ,.j •� W 'a' 51re1CIUra.M...,nt'y�+ F � �v A-10 BUILT'•.,, DETAILS 1-/� � n I '7 Rtlnlo�ceo OypsuEn Conueta A-1 1 F'OUNOAT!ON PLAN F--4 M v ! A-12 FOUNDATION PLAN DETAILS -- O irtwlaunp Conclave Fol Q � A-13 RCP At FIXTURE PLAN 3 fit' U SPryy gPFged FL141-RrGlsdve Usterirlf A-14 SITE & BUILDING DETAILS ^� f - Uj OZ In Al- T I G/ A l \ MARKF- TPLACE Pilirtpe,prll{o(!VIrF• and P,t,lwrons E-1 ELECTRICAL LIGHTING PLANS M-1 MECHANICAL 1�A( PLUMBING PLANS 0 shofcreSe `:C-i SITE PIAN & NOTES �I O 9Paeial Ctradinp,Err;1vat;on ar ;r•,,gnq Q In TIGARD ' IRFGOI \ I 0 SmoLv.Cnntrol:lyr,l„�,'.�/ ��/// ��JJJ Ir C\2 C4 cNher Inspections gfp ��v _ --------- SYMBOL LEGEND GENERAL NOTES _ » VICINIT'� MA? -- ----- •----- .__- � �-� - _.-- - .^ _� -_--__ - EXIT SIGs V�UIGN SCUTES: VL _AL FEATURES HAL i}�A��IyRY t I R�K r4AM,j;_ ROOM NAME ,y ,.., rx ----•--- ROOM NUMBER e1.-CrIlLm A SAI M AND OFFICE AREAS 1 CONTRA(IOR SHAH FII D VFNNI Alt OIMfNW)A1S I tICINFFR SHAH OF NOfrt(D Or ANY I SNOW l OAL 25 PSI LXSCRFPANf-1f S - ROOM TYPE 2 StISMNC UBC 2INNf .1 HLA/IN: ANO NEFRrAAr1VF ANF CONDIrr,pNG EOUIPMONI SLAALI Of PREPLRALMY (CXATfO ON ►►N Uf'vR TYPE REFER TO THE DOOR I WINO IOAUS IBC AO Ml'Ie 1 XPO;I/P( 11 NODI lOf' AND SHALL NE CLMMPIETI W11H AL1 RLOUIR(U C'ONCfA11.0, INSLAATED 100 fWAID ULCIS, 2 All W'LOW SMALL CFMNPt r MIN CLWMN► S1.4fL., ('of,NFY ANO LOCAL COOL SP(C10"110N5 ANL) S(:HEDULE SHEET iIFFUSERS. RETURNS, C•RILLfS, DRAINS. VENTS. AND ENCLOSURES ALR DISPERSION SPALL BE 1►NNOUGH OfOU191-MEWLS 1 QL1LIfl11IK11fIS CONCEALED DUCrS ABOVE THE SUSPENDEC CEILING AND SILL Of ENGINEERED W SUCH A MA.WNER AS + --DOOR NUMBER S(HL BEARING CAPACITY - 150() P5t IO At OW COMFORFA&F WAITING AND COOLING CONDITIONS RETURN AIR SW41 Bf DUC'(D AND ►FI I (WAW#*;S NNDICAII GEhlRAI AND FYRICAI DE-FALLS Try CONSrkXrIOW rHNSI DEIAIIS S/All ALSO ME N 1 � z-. DETAIL REFERENCE O 7 All Fo011NGS SHWA BL r011NUC0 ON RRM UNDISIURBfD ORIGINAL SOIL S'YSFLM'S 44R FILURS SHAL.1 BF IOCA7(0 At iH(. RETURN CEILANG GRNIC US( 1_!w PROrx.f Upors 0911) WHERE CON'OIFIONS ARt NOT SPICIrICALIV MIQ'CA'(D. BUr AR( OF SNAAR CMARACrFR (SLS)(Cr - xx UPPER PORTION INDICATES DETAIL NUMBER 0 3 All FOOTINGS SMALL BE FOUNDED A MINIMUM Of 1' BELOW FINAL GRAVE. (OUISI[N) WIT" ECoNOrN7ER CYCLE WHEN CLAIMI1k OGICAIIF PRACTIAL, ARCMI,CTLMAILY SC$WrWU 10 R(WW BY DO FWJWI*R) ANY CONFLLCI of TwrFh APxw-: FICM(NrS OF rHF WORKING LIRAWRNGS 4 AI! fvsruRB[D SOIL SFW I 9( RFWOVFO BY FANO OP(RATION rRrw FOOTING EXCAVATION I ) FROM VISUAL SNGHr A CONDENSAF( DRIP PAN AND DRAIN Sw41 BE INSTALLED BELOW THF (owl A SMALL BI. 91POIJGHf M IMf ATFENTION O f rMf f WGINEf 9 RFFORF PRrx'fEOWG WIIH ANY WORK � LOWER PORTION INDICATES SHEET NUMBER W NLAT LINES SMALL 10114TWiCA110N rAr. SFAI.I Of AFFIXED TO THE CEILING GRID fO IOCAFF THE PAN PROVfOF ONE #601wD INTERIOR ELEVATOR REFERENCE a' (1) uN1t UNLESS O1FKkItK( sPfcrrl{p CIN FMf DRAWIM: �j A c ELEVATED WALLS ARE SHOWN SHADED O GLX�BEIL 1 AMSONRr WALL EXPANSXM'/CONTR(A JOINTS SHAII Hf PlALiO IN EACH 11N.L Sl f.FION )OILER /FAN � 1 AL1 CONCREFF SMALL DEVELOP A MINIVIJM 28 (JAN COMPRrSW S►R(NGTI4 CF 1000 PS MOP rHf HEATING SYSrFM SHALL of DESIGNED TO M,AINrAIN A TEMPERATURE W 6A OCGR{F' •NSLOf 1NILICR 25' CONIR(A ANON SHALL Of LOCATED 24' NoR►H os tH( stoE ALL DOOR oprhvw AND SourH Or UPPER PORTION INDICATES DETAIL NUMBER SIABS ANC 3" PSA POP FOOTINGS LOCAL D[S.N CONDIriomS OUTSIDE CONTRAC FOR 54411 USE NATURAL GAS FOR All H(AFING UNITS, N Pit r;U4SRN AI IMF SOUTH END Or THF SHDFWALL DO)R,'WINDOW OPENING CONTROL ,IOLNR s,Wt TIGARD LOWER PORTION INDICATES SHEET NUMBER 1 roNCRFrt, FORMS, MIXING, PLACLNE. AND CURING SIAI.t CCWFORM TO LATEST VERSION OE ACI IT IS AVAILABLE, BL LOLATLO 4L,L110ENI (TOWARDS ME SW WALLS) 10 THE PKA,SrLRS SUPPORTING THL S►EEL BEAM t"NUJAL Of CONCRF7( PRACTICE ANO SPFCIFIrAFIONS llNrrl SPANNING IHr 25' SiORrrRON► (PONT DOOR/WW4WW OPENING CofttwA Jowrs SWUI of EXTERIOR OR INTERIOR ELEVATION SYMBOL RRY 91JFK AN AIR C(UNDIIrONNN( SHALL NOI MORE A K4N SAIFW CN OF 0f C DIFI M DEGREES PLACED AT APPROXIMAFrtr 25 SPACING rGR THE RfMAJAWN or THr BUILDING WAIS x UPPER PORTION !NDICATES DETAIL NUMBER (J) C5 ��,� crF L L7I7Y BULK AN,') A R(�nV( HUMIINYr Or Nor MDR( 1ww .N)1< WHEN LXJrS,Of CONOIIIONs ARE. YS � r��v A1C LOWER PORTION INDICATES SHEET NUMBER Z �, 1 AIL REINFORCING SiFEL FOR CCXNCRETf SHALL CONFORM TO 19C SIANfWMi AND ASTM A 615 DEGREES DRY BULB AND IR ()[GRECS WfT BULB THERF %MALI BE NO 4RANS (Y DELIVERY Or COOS. 5 MASONRv WALL Rf INFORCE'M(M AROUND ANY WINDOW ANO 1700R OPENING SHALL BE A MINIMUM CIF \_yLl1_..y[i. TIGARD I.R.L(k 60 AM TO tH( STAG:W,, AREA 11N1F.SS OrM(RWISF SPECIREU ON 1HE DRALWNG --- O 2 ALL REINFORCING STEEL SMALL B[ ACC.uRAfElr AND s(:cIJR(Lr PLACED (2) /5 BAGS, ABOW, BFLOW AND VF'RIrA1:r ON IHf Sat Of EACH OPENING, fXTFADING A MINIMUM WALL SECTION REFERENCE I MINMLIM CoNCRfir COVER rpow SURFACES SHALL Of 3" THE tHERMOSIAt CONTROL FOR BOTH HEATING AND AM COHDIfrONW4 SM1LL 91 LOCATED AS SHOWN ON Or 24" PAST Mr EDGE Or Off OPfn*r. tel. ,� X UPPER PORTION INDICATES ' :TAIL NUMBER V THE LL1rnfMCA1 OR„WING AKJ ENCLOSED II A NOW TAMPER IRANSPAWI-r EHCLOSuNE IN MMfNCf �'- I.OWER PORTION INDICATES 5HEE I NUMBER SINUCTU&I& SLELL OF rHE DRAWING, stsfm"N IW11AM5 SHALT spCCKY rHf LoCA1K)N (SFC {-11, IEWlRATu t 6 MASONRY *All RELNFORCIMEN/ S441L BE A WNIUU%A Of (2) TWO 15 NAR, 016' O/C VERTKALI, 1°t cn CONrR015, Aw) (2) fWn 14 BARS 048° O/C' HORIZONTAIL111 REVISION SYMBOL. NUMBER REL_ATCS TO U I . STRUCTURAL SI[fl SHMLI COI.IORM 10 AstM A-,ib-75 INNLC55 IN01[fi OrNfRW" ON P;ANs � __, ISSUED ADCENDA Z. SrRIKfUPAI TUBES JNA(I CONFORM 10 ASTM A -500 OR A 501 SPLIT SrSf{MS SHALL RE APPROVED BY PROJECT ENGINEER, ONLY N ROOF SiRU1:fUlff IS NOT J Ail. MASONRY WALL (EUS WITH REINFORCEMENT Sv4l Of EUI!► GROUrlU 3. ALL rABRICATION, CRFCTIUN AND iorwFICATION OF STRVCrURAL sffft SHALL CONFORM tr) AIS( SMNOARDS ALXOuArr OR PRACricAL FOR Rooftop UMrs HORIlONm AIR HANDLERS PFIfFENRED MOIINrED 10 4 Alt WILDING SHALL CONMai, rl AWS STANDARDS AAOVF FLOOR VFRTICAI AIN HANDLERS SHALL Nor Of IAFO ONI.fSS FNCIOSL'J IN SfPAPAIC 8 ALL NON-i1ROVTED CELLS SHAII iV POLLED WIIH WMftf 5 AIL wKg rLANofD BEAMS to at OF 5o MSI SrRE55 Srrrt MIrHAWAL ROOM WIIH OW HOUR FIR( S(PARAIION / F�1 1-r 9 SPF,;bk INSPECTION IS IFIOUIRID FOR ALL FOUR CAA,, PILASTERS / I.,,r.1 �� y SlLflfl�Lp12/N A STAGING AND Ri.SfR00AN(S) AREAS 1. I :3I to IH( CMU LINTEL. 0VFP ?Hf A' OVERHEAD r)OR Opt VIfG SO-WI Rf A MINIMUM Or 4'-a" IN DEPTH U � r� 1 (RFC nWN SHALL BE IN CONFORMANCE WITH AISr S/AN(11P05 --- -"''--- "- 2 81ILOING CCWPONENTS 51,Wt At trNPORARILY PRACf.D Omni FRAMING MrM9rR; ARF IN PLACE V[NrILArOV SMALL BE By MEAN: OF LOW VELOCITY', AXIAL DIRECT DRIVE E;ECTPIC POW[R(D MY), TWO i2) 15 BARS Of REINFORC(MFNY AT TME 100' SOrTOM ANO TWO-HEIGHT Or rHf LMIrr. J p \' �\ Q CO AND BOLTS HAVE P(tN TIGHIENFD WRFWH TIGHT AXCIANI:AI EXIIAUSURS THE ENH1AUSr FAN(S) SHAII Of SI110 TO PROVO" AIR EXCHANGE OF 10 1`0WhXNG A MINtUchf OF 24" PAST THE FOGf (JF TEFF ?/'ENING TFL( CWJ UNTfI OVFP TMt 14' r! ABBREVIATIONS r. W CrM "'k iOLARE rOOr Of S1AGW,, II.00R ARIA W ,l,w,/ rn 9,000 HEATING OFGRff DAYS SICWCFRONT WINOCW OPENING SHALL Of A MINIMUM Of 8'-0" IN D(PrPs WIIH FOUR %I t5 Or TWO (21 k+ .cWsnaL ctxAlc Rr r■+ t■rrnol I' RArtnworrwrr ur[ W GF(r,PA,%Mlrw( AREAS AND 15 C.r.M PER SO h Of STAGING r100R AREA I/ 0-3,000 HEATING DANS /5 B4R5 Of PEINfORCfAMINr At iME TOP BOt70M ANI) nK) SETS PLACED AT A D(Prrl Of 2' 4" ♦ < Al rkr~ Fu FLO"DROA ■t LAY PIASM LA■w•rt GfOGRA"•NYC AREAS FMf fXHMJ51 IAH(S) SHAII N( IOUPPED WITH A SELF-CONFAIN[O 114fNMOSTAF Y-0 IN INC LINTEL, EA'LNDINC A M omw CN 24' PAST FW LOU OF ►NE OPENING •' aICIMS,T ISG root RAVIN Asw cA�Fr' IPYNI OR P*Iwr O GCnI�F N T R 40C.T1 P■A(1 AN 111[ YFr! (T PGI PGIIVEC .L w�_ Q._.� Sfi 4Nti IrJf.K[0 f0 SAY1fCH ON AT (A(r !), SHw.I Of AIRED DIRECT 10 fIRFAKFR. SrW1 BE IOCAt(p � wen .^caner iw /1.1YY aw wI>, Y�� 11 AT BOTH Tf4t EAST A VEST WALLS PROVIO[ CW 911000 BEAMS AT LEDGER ArTAC"WNt POINTS w''I• l0 L^i■Iln nr+ rWum v' Yrrriu^r ••M,ll1) z ftl WALL 1?' -6" Aff, ANO SFW.[ BE COUIF'PCU NffH EWK ORAr7 DAMPERS. SE CIJRIfY C.RitIE. AND I __ 3w NAPM ST ---__J,_„_1 4LD7 &A aft FIR RGGP w♦r ►ml,.? t THF SPUC)FN..ArIONS, INCLUDED HLRFWITH, ANE AN INTFGRAL PART iMF SPECtricATIONS, INCLUDED WE41HER LUUV[R IHIF MAKEUP SUPPLY Of VR SHALL BE PROVIDED THROUGH A SECURITY GRILLE WITH (2) TWO 13 BARS Of HEX fuN1Al R(NFORCEAM Ni IN VICH (:OURSU Of BLOCK FKIGMI fX LOWER M'`� �.w+ IT F[fwT�Yc R�`• �^" HEREWITH, ARE AN INIEJRM. PART SM11.1 R{ £XECUTCD AS THOUGH Spmrcktr MfNrONECP IN WFfTHEP LOIMR, MOIO4-OPERATED DAMPERS THE REAMER LOUVER SHALL lit *Wt') TO OPEN WW14 FOC,( OF YJON0 9FAM TIN EAST WAIL SHMLI ENE 18'-O' U ASID r FROM top or FOOrWG MrIGMI O_ -� y,, Not BOTTOM oF, oat Io[ IR+ Poor o^■^. 90TH rXHAUSr FAN IS IN OPERATION UNI' SHAI RF JOAT[D IN WA(I f2'-6" AFF IN W)RTHERN LOWER EDGE Of "() REAM ON FAST RAI; SMALI Of 16 8" MfASURf C1 FROM TOP OF FnotjW, X /' (:•• IA&W, NY GALWANIN1 4111 Ptrvwwl rl F"�' O n O (NI CIYWV IM a"rP Mw .1;;wRr- CLiuArr• WHEN REOIINFO BY LOCAL CODE, THE MAKE-IIP AIR SNAIL. BE THROUGH A OLATO) PCOVTOP C IxM CILKNI W OAM WW Poon V 1. ALL WORK AND AMrrRMLS SMALL BE IN ACCORDANCE WITH APPLr,ABtf RECUIR{MfNTS Of iHC UNIT 12 PROVU CMJ 9ON0 BEAMS ON NORM t SOUTH WALLS THAI STEPS AS WOUWED TO FOLLOW '-f ■ co CLPt[1Rwe or okvmno W wtr "Gina"rvlR.., I OCAL FIRE MARSHAI, THE CITY BUILDING OFFICALS AND UTILITY COMPANIES FURNISHING SFRwCLS C P ct4PAo NO o.rlor sc I"C SlC1Pf 01 THF 1flY;EP AND PROVIIx; SIX IO GYKJff� fIIIS FOR 1fDG('R AfiACNMENI � 4P ILIA, f10P wAwtR sc SGUG cttlrl �- NOTHING IN THE PLANS OR SPfCIFICA)KN/5 SMALL tlL C'ONSTRtIED As PCRMIITINC WORK THAi IS THE M[A1MIG SYSTEM SHAII BC SEPARATE FROM THAT OF IMF SAI(S AREA A GAS-FIRED / t aR1Mr Fu "Doo R■IbWooC xxo SncoAL NOT IN (ONFrRMANCf WITH APPLK:A9!-E CODES OR R[r,ULAnCONS GOOFS GOVERNING THIS W(M'P CFILING-MOUNTED ONIT IS PREFLRRFD, SHALL BI DFSIGN(D l0 AWNFAIN A FEMPERA/LME OF 55' W!;Ipf 13 ALL MASONRY CtMENT MON►AR 1011 W. [M) WAt1 S SFW-1 OF TYPE S. WITH A MINIMUM 1 � CEA (CMA■~P "ctt "LIGHT M armor P � z NCI UDF. RUr ARF NOT LIWTE'D TO iMF rot tOwING UNUCR LOCAL DESIGN CONDITIONS OLIrSIDE. AND SIALI of (0UFPPfD WITH A SLIT-Crxvf4AA1t0 COW9IESsNf STRENGTH OF 1-500 PSI 0 28 OAFS -., cad cpNSnwA•r, NMI "Mick ft SRI SYIIAII CJI cowxw a 4FJRX "m rtr Y[C S4CYFYJ+YEWS ! /r/ !HERMOSTAr AND LOrKFD TO SWITCH ON AT 60• F UNIt SHALT. Of INSTALLED .r': HIGH AS POSSIBLE 'AR ctowty wfl. INSULATOR %4 WAN lF t_�' O INI /ou/A( JAN prt11 0 St 5A SStamm ST[1 I O r 1 OR TO COMPI f if AFI INAC OUPORr FORM URL nCVMIwJE+ JAN I TFINI P fT0 me" 1X)3 INTERMTIOMA41 BI(HANG CODE CON AC' ,,` , sug��.I_P l.P;; LLT ONAOYNG roI.Rn4PI LIaI AAWwTt srvl sfoAla U 2003 INrrPNA/IlN1At Mtuufl*.ML COOL f IRE E)RUTcaEQf��_ FIRE f�E_5T V 9ALLN J?EQU��i�y�N�; sw mu AM ST of/- LwKttP LAW IAM Ltc wPLGFFrr Srt srtn ► 2!X13 IN IERNATIONAI PLUMBMI COD( RFSrROOMS SHAII Bf PROVIDED WITH AN EXHAUSl FAN CAPABIF OF FXHAUStINf: OS CFIN PFR SOLLAL A■I num(Fwft qv L K 11G YRPMA, SIRuc, T"kxftm 2003 NArIONA' vrcrpcm C'LNUF FOOT Of AREA THIS lIP4II SHAIL or INT[RIOCKED f0 rME IASNF SMTCIf Of !Ml ROOM �1 0" DOVgWP Lal ROT IA.wt 094-1 sysn Stt11KRGrD hTl z 2(x13 INWRNANONAi FMF COO[ I'S?RTABLE FIRE EXTI 11 Ij$ Fx, IR�llpAN" rAr ate-^-m ". TIIL�YIFpwi .., F Imo. Goo NIAR rscw lapurrr IMF TOW~nick O 2003 ORFGON i9C IMF HEATING/COOIINC, SYS!FM OES,N SHALL W TME MOST Er(WOANCAI AVAILABLE FOR IMF ARFA AND 1. THE C'ONIRACTOR SHALL PRr3ND! A PORTABLE NINE EXTNVGIISNFR WIIH A RATING OF NOT Lfas Q 91M IImLM1AL0 R. aT 7fr■A 1^N AURA. rYR rrrcN AAFC'RICANS WITH DISABILITIES ACT USE TKF UIrt-Sr ENERGY CONSERVATION GUIOFOWS AS DCFWrO BY THE LAUST EDITION Or ASHRAF. THAN 2A wNFKW 75 rrrr TRAVEL DIS1ANCr TO All. PORTIONS of THF BUiL(xNG (ON Mf 5COPE of T~ INK o^�c^ ,� ,q�rruw L�C•d,r�iu,L•, o, TSI orti[r.IYsc Ronr 1♦ EAC)• IAy•( rwRltP ,CA von CG1/VLMI Mf f. WORK AREA) DURING fM[ CONSIR1CrION PHASE t CIPAM"ADN/ 41% Ter ro sovt APT vat"CAl �z( 11 tT:t tIECTRItIII (aKo ON CEM11^ VnI YES10 i 11•F-Sf PIANS AND AL1. NEW LAMA' SHLAII (:!)MEALY WIIH TH.f OREGON BUK'NNG SIANDAROS COO( �1I�1/''p�� 1 'L DING OWNER SHALT FMOVIOf 4001 (xl11fGI1f5MF R5 AS Rf OUMED 8Y THE FIR(' -�\ f = rtA1MerY AF n11D 1 FOUND it, THE STATE (V LMECON CCR AS AMCNOEO AND AXPITD BY WASHINGTON COUNTY C-OL'. F1+`_ETE HOLES: DFPARTMFNT FIFO D INSPECTOR +► Ro 3 FIRE EXTINGUISHERS SIW l BE PROVIDED FOR EACH 8000 Sr ,mAxowum) OF rI COR AREA rR 594 WAY LIG wm OIIIREM(NTS ClODES AND RfGULATIONS SHL[ B[ CoNsND[RrO AS MNWum WHFRF CONTRACT VICINITY M',A-P6 �/, L+rc t11111At1Rcool(R OPWow w YRr.aur "- Rr c r COHITRAC IOIP S►MLt FIElO VF/71FY Atl DIMfNSIGNS ANO RE POR/ Mlr DISCkf FANCIES IN WRITING i0 ♦'CIN„` ISWY' N.T.S. - ,.I� fm Eux? aro aPPovn Rtr P[gRI trP frrStlNG tG^trM►u ObC:IJMENR EXCEED w,") v101ATNNG CODE AvvU REGULATION L7fOUNEMENIS. CONTRACT DOCINIENfS TH( ENGINEER fl6f�RES1.�iLLYE.-c-QII.SIg11G.LIQN � �__ ':RAIL TAKE PRECEDENCE %NEW CODES CONFLICT, THE MORE S F;iNGrNr SHAH AF-I , 1. REFER TO "*"cr DATA" ON TMS SHEET FOR IHf TYPE- Of CONSTRUCTION THIS SiRIJCTUR( -- 2 AIL MNSrRUC'TFON SHAII CONFORM TO STATE AND LOCAL BUILDING SOOE N[OI/MFMfNIS AOMFRFS TO All PFNfTRATTONS IHRoucF4 RATED ASSFMRLItS SHAH. of FfP[-SrOPP£D Pr OW CF .�■� vl R(OIIIFED PERAeIS ci/1AL1 9E 08fANVfO rR(JM THE BUhPINC, LIfTiCIALS AND TMf lOfJ1l !IR{ iNf FOItOWING MEANS MARSHAL BFFORF TME BLADINC IS OCCUPIED TIRE DEPT AM,P#OVAI Swot OF P OtIESTED PROP 3. ALL SLAB CONCRETE SFWL BE A MIN OF l;,K ON, WITH A 4000 Psi courwi SSNE STRtNGTH o2A _ - ,SATE; FEBRUARY , fO FRAMIN, INSPECTION DAYS, PUICFC AT NO MORE TITAN A 4" 11 LIMP AND SNALI HAVE BR ENFRAIWn AIR t 1% A PINE'S, CONDUITS, EIC PASSING THROUGH RATED WALLS, J"Eorws, ROOFS, rrr sim l RE - 4 All FW- TING C.ONCM7E'lf SHU1L1 RE A MIN (x SSK MIN, WITH A 1000 PSI ]A-OAT CCMWI[SSM FIRE STOPPED WI1FE A YJI. RArFO rmf STOP SEAIANT IN ACCORD4M'F ANTE THF AMYRfIVrD U1 PROJECT DIRECTORY PROJECT DATA )ESIGN: DML 3 CON TRACTORS/SUDCONTRACTOPS SHALL r$fLO VCR1Fr ALL I.00ATIONS, OWEN. S AND LISTED SYSTEM -'- StRFNGTH RACED A/ NO AhORf CHAIN A 4' SL LIMP ANTI ';HAI.I fAVf (111 ENtRAIMfC AM t iR C.ONDITtONS tx DIAL-1 s, iXNNFS, Plt/MBING, MECHANICAL ELECTRICAL ITEMS, CIC (WFfriNfN SHOWN B DOOR OPENINGS SHALL BI PROTECTED BY A (11 IISIED (OR COUAL) Lk-OR AND DOOR FRAME. )RgWN; DML OR Nor SHOWN Oy rH( DRtwmcs) PRIOR to SfAP/ OF CONSTR,1CnON CONTRACTOR Tb ADVISE ++ All RArF 0OfMS SHALL Of POSITIVE LATCHING., AUTOMAt1r, CLOSING AND GA51FtiE0 FO PREVENT BUILDING ADDRESS 13500 S.W. PACIFIC HWY TYPE OF CONSTRUCTION TYPE v8 NON-RATED 5 All lfLEl REINFORCING BAR SMALL BE GRAL)F 60 ! THF ARCHMTFf,T (X ANT' ADNRsf CONDrtION; OR DrSCRfPANCfFS ' PASSAGE Of SMOKE TIGARD, OREGON CHECKED:_ DML C MECI4AMCAI AIR (PICTS PASSING THROUGH RAIED CONSTR')CfiOIN SHALL BC PROTCCIED BY - " 8 iME SI/IB rL0(1R IN THE RfTM SAYS AREA SMA() AE A IWMM,'M OF 1" THICK. W'11M r NUMBER OF STORIES: 1 STORY 4 EXITS OPCCON ,.A1£ FIR£ MARSHAL APPROVED FIRE IxAMPCHS. INS;ALLE•D IN SiRIC1 ACCORDANCE WITH 6X6-W25/w?9 wrLOtO WIRE FABRIC REIW r)RCEMFNt PROVIDE SLAB CONTRACTION JOINTS r)R iMC BUILDING OWNER 13500 LLC SCALE: A. AEI. EXITS SHALT OF ?NOVIOra IN ACCORDANCE WI FM CHAPTER IG. OF THE UBC THF MANUfACTURFR'S PRINTED RJS►RIICTIONS PROVK1f ACCESS PANE15 WHERE REO fn TO RFTAI! SALES AREA FLOOR 010' 12" OCFW. ALIGNED w7m rHr ROOT COLUMN LOCATED 11V CFNIFR 15295 S.W. BULL MOUNTAIN IRD OCCUPANCY TYPE: M dL S1 OCCUPANCIES R ALL Exlt DOORS SFA! BE OPEAABtf FROM 114E INSIOF WITHOUT USE OF A KFY OR ANr RESET/TESr LIMITS. ASS[WRIES INCLUDING SLEEVES SHAII BE APPROVED BY THE LOCAL RUI(DIN( TIGARD, OREGON 97224-1224 O! THE FLOOR AREA STAB CONSTRItf.ItON ,)OrNlS M THF SALES AREA SHAII BE KfrK()I.L 'S LM S!'ECAI KNOWLEDGE OR ErrbRi AND SF(AI-1 8E A'CESSIBLE BY THE H.INDICAPPED F>RnVIDE PANT.. PRIOR TO INSTACLAnON r, EOVIVAttNi RETAIL AREA (M) 321 SF (9000 SF ALLOWABLE) MRDFt'ARE AT EXITS T,O Ekt[RIM' AMID AS REOUIR,O By CODE' D ALL PC NE IRATIlNJS M RATIO WAIL OVER t6 SO IN SNAIL Bf. BACK-TRitAPPf.O WIiH s/A' PHONE: (S.t3) 720-2989 7. IME SLAB FLOOR 1N rW SIORAGE/STAGING AREA SHALL BE A MINIMUM Of 4" THICK, W7rh FYPU-X GYPSUM BOARD WHERE PFNETRAIIONS OCCUR ON OPPOSITE SIN'S OF THE WAD, SEPARATE CONTACT: DAVID DUNN STORAGE. AREA (S1): 1785 SF (9000 SF ALLOWABLE) ?FVISIONS: -5 AL1 CLASS SH4M1l .'(MIPI Y WITH n4F PFOIIRFMEINTc OF CHAPTER 24 Or THE uRr 8X6-W2 9/W2 9 WfIOFO WIRE FABRIC REOM'tMCEMENT P•10NDt SLAB CONTRACTION JDNM'_S I AN THE SUCH PENETRATIONS BY A MINIMUM Of 24" UNPROfICIEO PENETRATIONS (UNDER 15 S0. IN) SHALL NOT Excf rD 100 so IN rOrAL, FOR EACH too SO FO or w4u STRUCTURAL DANIEL LOW ENGINEERING BUILDING GROSS AREA 5000 SF (55�i OF ALLOWABLE) ADO MASONRY NOTES 6 LL PINE/RATIONS TO THE BUr1LVN6 UtWFLOPE SHW1 BC SEU.F9 AND All WINDOWS AND (")R'; 51oRAGf.s►MGING ARf.4 010'-t2' OLfW SUB CONSTRUCT)ON JOINTS IA TIAL STORArE/STAG VG MFA 2076 S.W. 1b8TH STREET - - SJ4ALL Of CAULKED. GASKFnD OP IWAtH(RSFR,PPFD SMAU Bt RUTWOLD JOINTS OR EOUrVALENT, AND SMALL HAVF 16' IONC, 4,j"1 SWIOTH BAR ,).)WELS 2 PROVIDE ACCESS PANfIS WHERE Mf CfSSARY iO 'RONDf ACCESS TO nRf DAMPERS, flFCTRICAI RFDMOND, ORO:-GON 97756 PROPERTY LINE SETBACKS- THREE SIDES >30', ONE SIDE 18' 1•__dt '_PROJECT DATA 012' SPACING ACROSS THE JOINTS OISCONNEC►S, PLMPS, VALVES, ETC W'HFR[ SLK:H PANEI A IN A RAPED ASSEMBI Y IT SHAII BE Of PHONE: (541) 548-3743 J. FY DRAWING INDEX A ONE-PERP VAPOR Rf.IARDfk SHALL BE Itr)tAJICD ON TME WARM SIO( (IN WINTER) Of ALL, THC SAME RATING AS n1Af ASSEMR(Y. PARKING: SHARED - - - -- rxrERW FLOORS, "IS AND CEILINGS, AND A GROUND COVER SHALL BE INSTALLED IN THE CRAWL 8 SLAB CONTRACTION JOINIS SHNI BE AS NOTFO ON THE PLANS AND SHALL RE 71P I C,A 1OIr.VAt(NT CONTACT: DANIEL. I.Jl. LOW, P.E. SPACE FOR 9DTH NEW ANO EXISTING BUILDINGS WHERE INSULATION IS INSTALLED, OR SAW-rut ,JOINTS Y4 OF rH( S1 AN THMKwss Pmr~r: wIrwAt 6-18 HrURS OF COficili E 3 INC LOWESr IEW. OF FIRE OEPAPtMFNT ACCESS ,S THE GROUND FLOOR CIVIL ENGINEER WESTLAKE CONSULTANTS, INC PLACFMFNr CITY OF TIG IRU R AI.L CMI WAlls SJAEI HAVE META) STUD rI)RRW(G WITH A MINIUM O/' R-I,7 tNSULAi10N 4 ALl REOUIRfD PERMITS MIIsT BF OAfAfNfD FROM THE FIRE PRItiENn(NJ HURfAI! hc,'CRE iME 11L SURVEYOR PACIFIC CORPORATE CENTER 0 151 15 S.W. SEQUOIA PARKWAY, APprovnd.,01)XV/N _ plACf-0 ON flfE INFERIOR FACE (X 144E WALLS r11RRMIG ANO INSULATION SHALL EXiFND TO IHf 9 Al' SLAB SUR-GRADE SNAIL DFA M1N1M/M or 6' OF COMPACTED GRANULAR Fill. Bt11LDIN(, IS OC,CII,IED „- Rormw Or IMF Moor JOmTs SUITE 150 TIGARD, OREGON 97224 „xBllonallyAppmord,•--••., .......... ( _ 10 AL1, rOOFINGS zHAtL NF' FOUNDED ON NATURAL UNDISTURBED SOIL ANY FNI USED ON SITE SMALL 5 ALL INTERIOR FINISHES SHAA_1 COMPLY WITH THF RfOUMFAItNTS rX CHAPTER A OF TME URr. PHONE: (503) 684--0652 FJP only the work a}},d�0!�c r+!N4Yr� F'E14MIT NO 9 THE ROOF SHAII HAV( A MINIMUM Or P 2 tNSUlA11pN PLACED BfTWCFN TINE ROOF JOISTS BE FNGINrEFT'(D RLL OES1GNfC BY OTHERS ALL FOOTINGS SIAL/ 9[ [KCAVAttD to rIM.[NSIONS SMrOIYN, ALL DfCORATN[ MAI(RW-5 SHALL RF MAINTAINFO I: A rIAMt RFTAROF.N'r' CONDITION FAX: 503 624-0157 WALL INSULATION SHAII BE A MINN" OF R-1-1 AIN All LOOS( MArERAI REMOVED iD NEAT LINES (' ) 806 i-Offer to Fwow... 6. ALL I;IMJCTIIRAL S1EE' MEMBERS NOT ENCASED IN A P CONTACT' DON E. SMITH, PE " ! V ROfFC1FD RUNOfNG CNvfLOpt 5 L RI Attach 10 ALL EXTERIOR MAN-DOORS SHAtI HAVF A MAY U VALUE OF 0,20 ALL WINDOWS SMALL HAVF A It THF PFRIUFTER FOOTING FOR THF CMU ENOWALIS SHALL BE A MNWUM OF 24" WIDE a 12' DEEP PROTECTED BY A SPRAYED AIONOKOTE LAYER. REFER 10 Ut DESIGN NO N 708 AND ICBo 460? Joh MAX LIP LIf Of 0 SO RI(J) 14 BARS OF CONTINUOUS RFINFORCEMFNf; THE 100' LOW, SIDE WAII- SHALL HAV, PERIMETER TABLE 2A GENtRAL CONTRACTOR ,JOSEPH HUGHES CONST. P, t� 4N. FOOTINGS THAT ARE 30' WIDU a 12' DrIP w/(4) /4 RARS OF CONIVit,6I5 LOIWITUOINAL 1 1 125 SW RARBUR BLVD. rl PROND'_ !OW CONSUAN;'TION WATER CLOSETS FOR ALL NEW CONSTRUCTION RtfNFOW:EMfN1 7. INTERIOR IVAIJ AND CEILING FINISHES FOR 4SSENIBLT ARF•AS SHALL W1 EX(:EED A FLAME TIGARD, OREGON 97219 SPREAD CIASSIrICATION nr 100 (CLASS NI) 1503 624 7100 - -- -`--- -- -- -- -- I \a.<�?y (� 12 PPCVIDt WRTk:AL HOOKED 15 BAR REWIORCEWNt 032' O/C SPACING FOR CMU WALL I` ) LEGAL DESCR!PTIUN ANrW*AGF. ALFfPWIF HOCK OIRECTION M 17pTTNG ON VF-RTIC 1 ft0NrwJWN1 ON 111. WALIS 8 CONIRNUOUS DRYWALL IS REOIIRFD RFHINV ALL ELrCi1P1CA1. SFPVICE PANELS. FIRE 11p5t5 AND fL M• EXCEPT REAR WEST WAIT MEDMIN[ CARINFFS --- - -- --- MECHANICAL 13 ALt REINFORCEMFNr LAP SPLtrFS SHELL 91 A MIdMUM Or 38 BAP DIAM(rFRs 9. RFCfSSFV COLING UGHf rIXrURES MUST OF 1OXUD AROUND WITH • - M1f-x DRYWALL to I A -r'FJFWAI. (BATF• 12-- 11 �n:.'!A f �+ ITS r X MAP' S.W. 1/4 OF SECTION 2 I. EXIT CK.NS SHAL.1. 9f DIR1CnONAI IM/M 1lLt7fSr f_E11E1Pii A MNMMUM OF 6' HK:N BY 3/1" ON 4 AMINIAJN THE 1-EKII/R CEILING A55FbR1.r. �C♦�FFI�E� Com"msrING BACKGAIOl/ND 14 CONCRETE COWP OVER REINFORCEMENT SHALL BE AS FOLLOWS T 2 S., R. 1 W.. W.N, CONCRE7[ CAST AGAINST EARTH J' COVER MIVIMUN 10 EXIIIALISr rANS FROM THE RATHROOM MUS? FMFR iHRrX/GH 'MF WAIT DAMPFRS ARE PrOtIRD FT»�ptinkk►t WASHINGTON COUNTY, OREGON 2 L1GFffrFIG SMALL A[ PFNf)VIDCG FROM AN EMfRGFNC'Y POWER SYSTEM. FWFPGENC-Y I IGMTING SHAY CONC" EXPOSED TO wEATMER - 2' rowR ARNrMUM IN THE CFN NK; IS PENETRATED PLUMBING P49 Alarm TAX TOT NO 500 rFA A VAttIE OF ONE FOOt-CAN01f AT FLOOR LEVEL ALL OTHER CONCRETE t 1/1" COVFP MINIAP1Mf 1Afnfianll'411 AlOF 11 WHFN A FIRr ALARM SYSTEM IS ftf.00'ED. SUBMIT THREE ClJPIE'S Or SYsrEM DESIGN rn RRC plprtrm"s K 1 Gi 7 THE. EXIT PAN v NiT SITYrs 8i PRONGED SfA1RlCD.11111Y. HALLWAY, Exit PASSAGES AND EGRE35 15 F'OLINOI110N IX OF PARAMCTFRS USED TOR aNLrS/5. ISO(+ nSr SEM BEAPINC CAPACITY 4 900 rrFPARTAFENT FOR APPROVAL PRIOR to CLONSTRI.01-r", I F.Iretileld T^ THrf PUBIC WA.� ANY TMIE THF BIFNCMNL; 75 C1CdN�©. 1<' W'F IATERAI S(NI RFARNV!: CMA(''ty ELECTRICAL .'.-- ;•i iJ`T. f" SMOKr GFIfF'T. 5 IN 141 rI.t9UC AREAS ARE t0 RIF PART OI- 111E FIRE ALARM SYSTEM TnLSIFnFIntwIfts ,-,-- I Yft lily FTt-5y L imm) L,�"-+J'4f�C)y Shop D"inp + x r !it!P200-0(1()2'7 chtw IL..IC•Mi '� " 11 (if 20 ' r 'IT; E SH1 se,IP.,a�v'...in..+•'-. -.^YeI•n.Yr'.+,.+AA111�1WAt� ---- --------- -- i�RRYA� OFFiCE COPY „ r•v �^. ..- s ,:� w+,n:NTa; ITN1rIlYFv 1 I. ,1 '1I'1 ``'. , II 7111 I nIi li'I!i! 1„IlYlll II. IHIr.I I rl V.'nwwwxiNr 11 II AeIANr1AV+ , ... !tF•lE.eiki•Y,wr L C ' IT!1 !I 111 I+:+tn,..,.T 117,11 n :••nun.t:, t 1 1' 11, n - 1 7 10 I I IQ 13 14 (6 7 18 IA 2.O 22 2a 24 225 23 2' 2E4 22 3 1 ., ...•,me..,.,"711yPP,,• Y ' L fI . •.uf i it I f • � �ti 1�I � - ,v H.... i•.'1 . ,'1, `5w4..r iA riG'plr�kYt . _ _.S, IIIIY%� .l i'6"1 +!5a('If. to+11#uC 0 t r F . 11 A a ::', i'' � I,P, y I._•;.,. '`+d.. .., m. ..;.: i' dU' 11 GRrI". � �! • y {1r `Fn • I I , '3 ° ^ X4.5 .L. �'t h !7r';:nl Y Y 11',Y'r �•4tr il, I- w u i i 1 n n _ � r .,, �Lft.Aun'\":�r�iSM'L+�L'IA'.tV1i Nt`i'.fY'vv4.�..Y YIM1....'�Y°�,NiN 4I1yI43Y.•..er,Jr. l•A i.. •i.•.rA .k'l•„N+ r • "'"�• ;:yin' ��yy dq• f #, / LANDSCAPED ARLA r Total Building Site Area: 19,058 sf ---- -- GRAPHIC SCALL. / g ..� v ,o o s co / / Design Area for Landscaping: 13,025 sf , 6 Z Total LS Area Requirr�d (15%)- 2,089 sf .�..� M p Landscaped Area Provided (15%): 2,095 sf IN FEETCO) 1 IN 10 FT / TREES EXISTING TREE v� o in E XI S] I N G TIRE STORE MAPLE (RED SUNSET MAPLE; I � Q Landscaped Area 948 SF _ Existing 8� CMU Wall O Tire Store Assumed Property Line /F 4-Hr Rated per Table 720 1 0 MAPLE (EVERALD QUEEN MAPLE) --_.. Note: All new Trees to be of 25' )/c max, r. Provide 4' Wide x 6'-8" Ton ' ►-= -__-_ -- _ spacing and 5 ir, height Ot time G, plOniIng. l 8" (MU Wall x 12' High • ' v See Detail 6/A14 Gate in CMU Wall Bar DCo .Ground Cover Fri,Bork Dust l ondsc ped Area 'Ground Cover , LANDSCAPE STORAGE AREA 366 S1 _ / o 8" CMU Wull r 12' High -- 20 - --_ 10 See Detail 6/A14 �� TRASH ENCLOSURESHRUBS : — --- - - —--i......�.'�� - — I O �� ash Enclosure —._�� r _ � r �'. ,�• 41' ____—_ _ �� A CMU Wan 6' High LPDA BROOM W SeeDetoil 1/A14 MUCO PINE ' o VA.RIEGA.TED BARBERRY _ � v �- , Provide Steel Sleeves I I ` Where new Landscaping abuts existin match Q E 24' 1embedded in Pavement p g �� F to accept pins from new to existing. All Landscaping shall be on x ° Concrete loading Area Trash Tee De Enclosure sure Doors autornotic sprinkler systems. Use Bark for p NEW S H E R WI N WI L I A M " S T O R E � See Detail 9,A,4 c3,4,5/ 58 GrOL:nd Cover. � U TOTAL LOT AREA =L 19,058 SF �� (SEE ARCHITECT RAI P1 ,' NS) ` Pipe Bonords DESIGN AREA s 13,925 SF p L -12.095 See Detail 2,/AI4 cSFe- A15% All Utility Connections ? .� -- - n do Meters shall be Design Boundary used � ""- ^ � U Q ° v •, �' screened from vie* Provide WhPPI Stops O1 - for determination of T. all ntw Pr,.. ..� Spaces Required Lan I r q Landscaped Area V - • ilk 0 ---------- CE �� - r'-� ° o °• 7ondscoped Area 9 v ° Landscaped AreaI (' 310 SF o s - 4 36 SF �{ v�l Existing Landscaped llt O Area - 35 S1 I U z Bicycle Parkin Area Design Boundoc y used (�• _ �' �' --�•, 9 � ��-- for determination. of ►=- '"' ° Required Londscoped Area E\: � Existing Landscaped pea -� • • '� ------------ - _,._� .�.. .�.�•,..._._ Existing Landscaped Area � l� �`..- FCBRUARY Existing l on.dycaped A•co Existing Light Pole -� �\ /� - L \ \ ESIGN DML �- Property Boundary ' J -- ----- L RAWN: —DML � HECKED. DMS "ALE: - 10' -_- -v> I , EVISIONS. X Add •p.Rv ty cine notes IModify Frzr Plon T _ X ZZ I r aP , a ,, L,arid sca in_ Plan � �L M o� Scale. ) �) rcrWA! DA.*F A2 �� .14 nY,uu roti) r +Yn, L_E —04609 t ►11'1"(NIS-INN+•' V- SSitePlont rrrj in 771" LFONWITY STROP177`710. ,o , ,2 ,3 a , - ,. pn�• c* e 3 9 20 2i 22 23 2a 25 2B 2' 2e 29 30 eS it f' 040"1 4AIon • Ailt willwil all III WWI }1 j 4 .,,llr r.,. I'll, 1111 lMPY �t ' _`:.•! 't�M!'E�li�srz'�YY;-'*'t!'�' 'ti�'.rr7RMn:.,.. k �f 4 " �!MI I• (� 7,r r t r �+�t+tiM Wer'Ix"1kWM W1lIP r.> o,r.t:.ro,.. ••.+;w+Yn o:a,. ..:. _.,o ...- � �� ,. ,, -` -,: C*+r ..,, d7`..A. t, .. -r>.t.Y r p,hga:.�.ros"4<N*hrP ,.,,�,y, FRaT;r,:. .,-r.w. ,.;,. ,s,.,,✓. ... "�+,�!,. ---- d Poo,• C Sherwin Williams Siren using Metal Canopy Individual lllurrrinoted Letters Iwo Courses of Point "SW Blue" & Logo by Sherwin Williams LT 1 +� Z Smooth Face Block j � j"' W � - - Accent Bond W 4 _ _ co _ _�_ _ �_ EXTERIOR COLOR STANDARD in O Smooth Face Block _ �„�,.,,i 1 Behind All Conopies - Se Metal Canopy Unless otherwise noted oil new exterior pointing is the responsibility �..w _ CO & Awnings - Typicol �� - - -� Paint "SW Blue" of the lessor. IRV - - Coiors shall be re/erenced to the current Sherwin-Williams y � Q color deck or to a Pontone Motchinq System (PMS) color number, c�0 All point and related material shall be purchased from � r , o W �� Sherwin--Williams. �1 -- — - -- — - J 1.) General Body Color: W,07065 ARGOS Walls, Trim, Doors, Down spouts, Coping Trim, Gutters. LF 2.) Accent Color: "SW BLUE" (MATCHES PMS -500)BLUE Fascia, Canopies Or Accent Stripes. _ f Preferred Material Sholl Be SherCryl C) Gallon Formulo_R uires--fhe use of Er _t ners • SherCryl Ultro Deep Efase Z —_. - ---- — Black. _.--- 81J2 Landscape White. 2o2 48,/32 U) Wall of Storage Area White Soffit Downcast Lighting Blue H.S. 6oz 32132 - Adjacent Wall Behindin AwningSoffit - Tire Store typical South Elevation (4 Locations) Exterior Red. _ 3 32 E- r-I -.:-�. A,3 - r e: i4, -- 1 Z , -_-- -- __--- -------- — r � -�. CL F �' J O O Standing Searn Metal Roof O O O i Typical r f 8x8x 7 6 Split Voce CMU Block F---i c U Metol Canopy Metal Canoe Sherwin Williams Sign using — Metal FasciaTwo Courses o Shallow Concoved y -- Individual Illuminated i efters Smooth Face Block J -Point 'SW Blue" Point "SW Blue" s - Accent Bond Strike Mortar Joints oo,,0000r & Logo by Sherwin Williams / / a z O _L Lj O ►_ E- ~ z w x - r w � --- - _ DESIGN: _ ML —L --- T - - - DRAWN: DML r CMU (rash CHECKED: DML ` — ^AI F' 1/4" 1' Enclosure _ I - F.VISIONS. T --- LT I I 1VT L — — — —j—.1= �L — — Smooth face Block Behind All Conopies `'` 8x8x 16 Split Face CMU Block trash Enclosure Gates �j} PRQ(' & Awnings - Typical -Pointed using Color Schedule v�`�� a�l"fcy' / Downcast Lighting for Main Body of Building 1 Aluminum Store Front - Typical- in Awning Soffit ��L 7 (3 Locations) 8r8x 16 Split Face CMU Block Opaque Pone/ to match -- usingY sao Stare Front - Typical� on Accent Color as per e` M � yP Color Schedule NFWAI DATE: 12 .31 -2006 East Elevation aT E NUMBER - - — Scale:__1 /4"= 1 !� A-3 _ A 3 14 rixinc n��} i�avrr ( i q�;iri ; t Al I P2(X15-0(X)2 7 11 ol'20 'N 'iti'a x ... ..,... ....,.. ,n». w-n•r.wrn;zG •.r". .. s;..., � - t ..-:'. !r a .. ,..: " ...e•..nwawlR!(�IlP - PFVd+p+ __yt-. 73,4E t r ,.: .'��t '?i1g::F faJ�"•,�-Rs .. ... t ,,, +.0 r. LELIIIFlILIT1f STRIP 1 , .2 n4 .71 t T I r Ir ' q 10 tit ' i. 9 , C 1;rr i 12il "r1'3r" 14 ID y W 2q 22 23 24 25 r i' 0 ,! u��l • for08 • Q a11jRM Jl�fl1}nf!.S'!fsIM"t•� , f. I ... ...,.: ♦d , 7' .. .,,,, .`.:u r :.Y.ri"... .i' iPr".e1:,>A.. :Aq,.�:ae7R'-lr.h, •.. y,.Midb. - - • � i• Combination Sherwin Williams Sign using Louver/Damper ice. Individual Illuminated Letters- 2,3i'/4"x2. /4" P.O. .61 Z & Logo by Sherwin Williams �-+-� M p ' Metal Halide i Cn Walt Pock Wall of E/TEROR _COLOR STAi,jDARD "—'" �--� - U0 -- -- Q It Ad•acent - Unless otherwise noted all new exterior Ui 7 1 pointing .s the ,'esponsibility O - - - - - - - - lire Store of the lessor. ~ Landscape Storage Area Colors shall be referenced to the current Sherwin-WilfiamS n ( r W `r / -- Wall Behind color deck or to a Pontone Matching System (PMS) color number F� M�� C\2 - All paint and related moter'ol shop be purchased from Sherwin-Williams. l 1 General BodyColor: SW 7065 ARGCS rn -- Walls, Irim, Doors, Down spouts, Copinq Trim, Gutters n _ 2.) Accent Cotor: "SW F3LUE" (MATCHES F'MS 300)BL Fascia, Canopies Or Accent Stripes. _ >_ Preferred Material Shall Be SherCryl. _ If n Formula Requires the use of En_virotoners z _ O i SherCryl Ultra Deep R Ise Wt� 866T304 Black. —� 8132 6"0 Pipe Bollards _. 3" Rain Guard p White. _ 2oz 48/32 All Utility Connections Electric Concrete filled Gote In t ondsco a Blue H.S. hoz 32/32 & Meters shall be -1Meter CMU Trash Enclosure_ Storage Area Wall — -"------ .� U) screened from view in foreground Exterior Red. 3/32 _ _ Z F 1 North Elevation -- > Scale: i j4"--- 1 A4 - z, Ui w U o w U in o � F � O C'0 Power Louver ~ Li Metal Halide— .39'/4"x.39%4" R.O, a F Wall Pock Scupper & Downspout X z Typical (4) Locations Metol Halide Q E_ :D / Wall Pack 0 U w U z L`' O k'J o x �n _ I a DATE: —FEE3RUARY 2005 _ ; _ _ _ _ DESIGN' _ DML DRAWN: DML - CHECKED: DML _ SCALE: REVISIONS: 1. RELOCATE POWERED VENTS 6" R.C. for Restroom Vents ! P�`F,� -- with Round Wall Cap NpIN, Typical (2) Locations West Elevation <.c2t _- Scale: Z4"— 1 ' / Q�ti F rs, o ^4FWA1 DATF 12-31-2006 A4 14 rcnule rmy I�.rinl LF -- 0460c,l 131 II''2003-(X)()27 fll F NO 14 of 20 TIG._.SW.dwq I • . � IR!�� lillMV'�R'�'P`�L'�a ..,,,,..,,,.,,,,,,�,,,�,.,. -.,. .._...._ ,,.-.--w...•w,,,+wneM.+.u»..r•� ... .. ..I .: ."r'.u.:+-- . . _...,. ,.., .. _ _.............,......_.._..... _ _ •y; � YST� rmf � r I II { PI •I. ,1',If t( It III nnr It II,•,,; n, .i li . r„ . , q �� r� 7 , 3 I d 1 7 R Q 1 1 2 r ? R 2r3 1 IOmmwlc� a � b I e a In la � ��. � -�,; o ,. a r 30 WON I • I08 .Ir T-1 1 ` (, ( t' 1 �. I 1 -11 i wln, I'. • DOOR SCHEDULE ROOM FINISH SCHEDULE U" OPF NW, ODUN RI/ rPANE PEI IN+t KMARMS MALLS �:IlING kE.IWIKS NO Slit CD YAI'L FINIS INNtSN TYPE T'l iw,Sn RATING IMI M NAW IL,AW NASk N S E • .^ IT4a • - _ N - - : -1 ALT_1 1 0 Own - T - -- ---- - _ - _ Fir _. A _ _ I _ .. z I ROTE 13 14 a ,s ann�DOOM TO WAVE 1-1/2 ^NR MORTISE MOMS V« ry v co 1 d GA. FLVSM 11ETK FINISH SCHEDULE LEGEND ryy W 5 ISG rIVF NG10M ON �t'T-I •21,2 wnl COMP .nLE ... YE SPEC1i1CAN0AIS ^ 5 CLASS �' F,RE 111�,L - OIII HOUR (`�•J! • 10'110' MME GLASS 0Pf7NNG t KICK PLATf SEALED CONftiF lE �T COW 7 rAOSER 4 rW'10EP LOCK nA.r F •' RUBBER/Am Y1 EW-1 -SEE %KCIFKArMS �•1 it i(WAPASSAGE NU'M+ SEI AA. PANT - SEE SP OFICAr1^.NS /'1 00 IO Imrm hRPAW I OCK SIT r�`� At--+ 4 J 1-7 Y' 1 1 W h RE PA/AC NAROMARE l ) �i t O I? NON PEIKNARIt nwG PWS ' �:ERAWC TqI 13 BMIC,i VENEIP, uNUE ROUT ,' _ 14 22-S36tow["'11/♦ i/Y[. .;E RIO (:1 i,.. KI , 2' 1 ♦' ACOUSIICK CEAwG TILE SEF SPFCtlICATM)rr5 0 r, ,S I�MC.�R1�PANfS OPW'.;E PNI , PAINT OPEN SIRUCTURF W ~ mr rlNlXl tvI NLN(, (RAMI (KLAN 1AA15 urats RIEIAPKS _..—_.�.._.. --.__t 6' - —._—.. .._ ... ------19'-4" ,.L �.II ,IN:y/1 Gr PE FINISH SCHEDULE GENERAL NOTES �� — o U eta ALL FIGURING MATIRIN TPANSITIONS SWILL OCCUR . THE CEN11KINF. OF OOORS C1 �� , SEPANATWG ROOMS (U 0 N) Q J PIrW[k VINYL TRNMSITION PIECES AT VINYL MOONING TO SEALED COW-Nt TE NO-AS r A9 24" ROOF HATCH � I <mI LINE OF ROOF g j i -----------''`-_ OVERHANG C� I (D C6 � _ S» VWALL FUiRREF OUT TO \`USE 4" METAL STUDS BOTTOM OF MULLIONS ON THIS WALL USE 3-'4?" ME IAL STUDS --- - 14' --_.___ ___. ___.— -e'-10" S-4" _ ___—___--_ -- ---- —. 37'-4"-- - -- Z 2 ON THESE WAI 1 S PROVIDE ILLU,,,4INATED EXIT SIGN & 1 1 O A9 5" EMERGENCY P!�WER SOURCE AT EXIT qg N WOFFICE I W b USE 4" METAL STUDS 12 2 Ix O � ON THIS WALL A9 . - -- -5-- `'' USE 4" METAL STUDS �-USF 3-Y2"x 10- METAL ON THIS WALL E STUDS ON INI ERIOR Z C n ' - WALLS U.N.O. ( 1 1 1 2 _ �„� O A9 A9 OA 2'-6" CO TA T c A9 A9 r19 USE 342" MF_ L S UDS ON THIS WALL O USE 4" METAL STUDS STAGING/STORAGE (lA Go.) ON THRs WALL I o o FULL HEIGI IT ;� M I X I NG I NJ ( o I o O C 1 HOUR WALL to '"__4 coRETAIL7� 0� x 2 FULL HEIGHT WALL EXTENDS TO E?OTTDMPROVIDE ILLUMINATED EXIT SIGN & E"" 0 qE, OF ROOF J STS CREATING ATTIC DRAFT \ EMERGENCY POWER SOURCE AT EXITF Z -� STOP WITH 1!v ERIOR ATTIC DISTANCES OF --,,._" I m W U 63' & 35 TO FRONT & REAR WALLS / A z F`. \-54" HIGH KNEE WALL z 1 `PROVIDE ILLUMINATED EXIT SIGN & - W n x EMERGENCY POWER SOURCE AT EXIT --� � C yQ. 0 d -- _ _–____-._� PI. D CIDv N AI E. F-LBRUAR 2005 _ USE 744," META,_ STUDS ON ESICN: UML )RAWN: _ PLUMBING CHASE' WALL-� USE 4" METAL STUDS ! DML �- �- - i r-,� ON THIS WALL'----,-,, —NECKED._DML m J -+ -- SCALE: ,/4" 1. HOLD TO 3 U T I L I T`( — 5 - - REVISIONS: B -- 2 1. REVISED FLOOR PLAN _A9 A9 A6 TOILE 1/ USE 3-I/2" METAL STUDS qg 2. MOVE 54' KNEE WALL -_ ----- — - -- - ---.- S4'-B"---'---------- � ON THIS WAi-l_� v - ' 3. DELETE OFFICE WINDOW \ lx. \' �•• 5' \_4" Down Spout -24" Roof Hotch _ Typical (4) Locations � 3 A) -----s'-e" --- -- - - s' 9"- -- � SCE SHEET A10 FOR RESTROOM 14 ADA ELEVATIONS & DETAILS ( t{,�Sl' ' - _— --- -100' 7 Y 2S O �C M� Floor Flan DATE! 12 -,006 — - :.ole: - 1 ' IdB�R A.5 m 14 1186tic 11«v 13500 Ipy Nn tit 11-2005-49)27 15 of 20 011 MINNOW .:. .. ,. .. xsA.• -��•wwrlrort�bNMr.aTa'. •.»»^�•.w,rre•,�FyyplgyrgllMlgr..:.y«,w ..I�pIR,»�.�+�r�.�sn"nm� 9NIF ' ..,,;,-.»"e.."..-n o•...nwrr+w .,, ��1y.�PIM j��1�y� .�r•wMh...»,."",»».Tux.•�,«,.M,.,.».." ,. .. ..ar. amsy ,.y,.wNwMgM11Rr'�rwr'w�'.��?'Rwr'A-. 'ver'' ,. .,. _._ +MM . h t ., H 4 .�..,,..,• .: LEGIBILITY Srt1R 3 , fN;�tii2;fldltlH T b119tI1MI11,#litlllli,2Ihfltlht311t111N�alllIIP"!9I7n�Ri;'l•,.M!Ivt'l8+l�1�f I 11111!!11 I ILI7I I lI•IR!I1•F!VtaST!7!^i.m2'dl4l2om°a„CM f l NI2+I 3I,IIi!I2!+I 4I h I Iln!SILI�I II6lMh2FI8It+t 2'7 11 I 2'8 IA I.tt' . r 29 30 � �T�P4 t LINONI �i1�i :�l,ll', 'F � OL , ,5 .. .. .. ,.. .... r. .. ,. ,,.., �. ,. -.,' .:,- > .- ;.r mow•: �I,��w�` e i .. ., .. , � ., .. .- _.`L' < :, :,. -. .. : , ii,. _i 1F.. '1 1(+r, ,bR T+4 A.tlu• .. a4, ,V .c{,gvr�� ?Wt"91� .. �} �.� .. I!VT�61AM?R+•.1e.'nik6lrv� 'r-04;a,a �P"IPWP�Y 4M1W,,.,•A t1dL�+' +MI'•,"x MwNM. �uw . -; T ,�A,aw ��'. .. � Ra a`hu:,ww.r•,,.1,.•w'�4F,,..,:.., ...:_ :.,.xb::, ....,.i.,.,y,.-•.m,r..ly+i:.!d1i!!.�alty�i+,,r ,`�+ tMYAA'�,' N �ll�. I t + W •a- • t PARAPET HEIGHT ;MALI BE PROVIDE SIMPSON LTT131 STRAP 032"0/C OUTLINE OF SIDE USE IOD NAILS 04" 0/C USE CASE 1 FOR 46 PANEL LAYOUT -A MINIMUA' OF 3rr" ABOVE DOOR C!'NOPY " USE tOC NAILS O6" O/C - ON THE ROOF SHEARING - TYPICAL ROOF FINISH HEIGHT ENTIRE LENGTH OF BOTH 100' SIDE WALLS <t I ) c AT ALL PANEL EDGES FCR A; ALI. PANEL EDGES FROM (SEE DETAIL 7/A!O) USE 10D NAILS 06" 7/C -THE FIRST 9'-4" OF THE ROOF Ir 3.5"x14" PARALLAM LEDGER _ AT ALL. PANE, EDGES ►FtuM �� 10' TO 24' OF THE ROOF � DIAPHRAGM - TYPICAL TYPICAI. ON THIS WALL-� �� T 9'--4' TO 22'--8' OF THE ROOF v t- DIAPHRAGM - TYPICAL U I m l I I USE 10D NAILS 04' 0/C 20"-32" 1J5 OPEN WEB TRUSS DIAPHRA;M - TYPICAL PROVIDE 2X4 (FLAT) MEMBERS v AT ALL PANEL EDGES FOR 024"o/c TYPICAL (13 TRUSSES)-! AT'.ACHED USING SIMPSON Z2 CLAPS r L' / z THE FIRST 10' OF THE ROOF —- t D' -- 14 -`-- — - ! 13'-4"—�------ -4" // TOO PROVIDE BLOCKED DIAPHRAGM r O/C FOR FIRST 9 JOISTS ,� C, DIAPHRAGM - TYPICAL 1 CO 3 5"«14" PARALLA LEDGER TYPICAL---, I ( USE 1O NAILS 02.5 O/C I w ON THIS WALL + I � � I 1 AT ROOF DIAPHRAGM UNDARY I Z Ln JSE IOD NAILS 02.5" O/C Al ROOF DIAPHRAGM _OUNDARY 1 I ( I OUTLINE OF FRONT O O I I I I i DOOR CANOP" 20"-32" TJS OPEN WEB TRUSS I i I ( SEE ELUT ROOF ENE1R IOry • 016"o/c TYPICAL (6 TRUSSES) f I I DETAI FOR TELLIT CONNE ION I j L i OVER OFFICE REA I / I - II r r If E I I I ( IL,1: � PROVIDE 2x4 (FLATi MEMBERS ATTACHED USING SIMPSON Z2, CUPS 4 FOR FIRST 14JOISTSI _ O 0/C 0 S � � E-- .1x < TO PROVIDE BLOCKED DIAPHRAGM -- W I , r, 0 - _j 11 ( �; o U' U o o ! u I 0 ! I III `r � I i �' ; I ' I t ;' so I I •.� `� Q ce) 1 117 i kn I d -- �I I f- CJ (I I I +I X'11 I 3.5"x 14" PARALLAM ►= V C; LEDGER TYPICAL ►- w z i. ON THIS WALL I li �----___ - - - - Ln CL Q "r t 4" PARLEDGER .. R 1) X3.5 ALUM LEDGE _ I} I HVAC UNIT BY OTHERS MAX. WEIGHT 1200 TYPICAL ON THIS WAIL FEBRUARY 2005 HEATING UNIT SUSPENDED N 32"-44" TJS OPEN WEB TRUSS DATE: .'/ 4" DOWNSPOUTS / �+d t ►`) 4 FROM CEILING MAX. WT. 130 � UNE OF ROOF CRICKET TYP, PLACED ON TOP OF ROOF ASSEMBLY 07.4"o c TYPICAL (2 TPUSSES DESIGN: PARAPET HEIGHT SHALL BE I ��` / I. ) DML i SLOPE CRICKET A MIN. OF SET ON RAILS OR CURB WITH 5'x7' FOOTPRINT A MINIMUM OF 30" ABOVE-/ � HEAT TAPS.- % _`2"-44" TJS OPEN WEB TRUSS ROOF FINISH HEIGHT TYP. (4) LOCATIONS �` K"/1' TO ROOF SCUPPERS 7' DIMENSION PERPENDICULAR 10 ROOF JOISTS 032"o/c TYPICAL (22 TRUSSES) �— DRAWN: DML PROVIDE SIMPSON LTT131 STRAP f' CMU PARAPET PROVIDES ADEQUATE SCREENING ° CHECKED:-_ 2F GA. G.I. SHEET DMI_ 032-0/C ENTIRE LENGTH OF� , _ / METAL RECIEVER J 1 4" 1' 3/4' \ �� SCALE: / �- PVC BOTH 100' SIDE WALLS Roof C1 f F r m 1 nPlan __ _ _ (SEE DETAIL 7/A10) _ _ SCale,: 1;d"-- '� _ "—_, - METAL PARAPET CAP - — 26 GA. G.I. FLASHING l / Aa6 2-4 GA G I. SHEET t 1 ---FO ` FASTENERS AND REVISICNS (FEB ) 1 _ / NOTE- CORNERS 70 BE FE 14, 2005 SEALANT z `� . MITERED. SEAMED k CAULK,\ ---I p' ---t 4' -- �'. __..-�-_ __ NEOPRENE WASHERS li '� 5• 13'-4• q'-4" 4T 24" 0 C • 1. CH/dIGE R00� TRUSSES II - _^Ny — _--- _� - - _ (112" OVAL SLOTS) eP a B" CMU w/SEAIJ►NT 2. Mr �FY DIAPHRAGM NAILING II 7' i -RU88Ea BOOT I I ' / -_ PER STRUCT. TYP - I! B" CMJ GROUT i 3. AO7 STRAPPING TO ROOF + r-�t 777 7 Epowt t tT ` I ROOFING - L ' --� .Nk 1eOf 1 ROTE: CORNERS TO BE __ / 4" FIBER CANT /o. W \ / r t r t • • CONT. l \v o � / r • t t t,11TEI:ED. SEAMED At / � ---- ROOF DECK ' x Y"r �' o� f } ' SEALED W/SEALANT • C r I �� -LINE OF ROOF t. ff o /G 4F o_/ �' - CONI TREATED WOOD / + SHEETING I��/1;` Fp ' �a6''- \ le n\. / CONT. CLEAT 1 , ~SATELOIC CWLE v�� V p IOD NAILS rv6- 0/C UNBLOCKED v \ m p' FASTENED AT • NAILER AND SHIM • ` 4Chi\�r O / 12" O.C. a 3/9" D14 ANCHOR B01 TS W/ / ___-- t 4 A /i % \,p m\ All FIELD NAILING TO Bf 17"o/c o` \ �� , WASHERS ALTERNATED O e• CABLE / N z •I? o\ �i z ° 3'-0' 0 C yG�> / TIE TO STI>fl1CT1lRf ,�,/ \ :z • \•9,r, 75. pi J \ � �� __.-_, • - 9" CMU GROUT ALL ROOF PENETRA1i0NS Wj5T SE IINDF IFY LESSOR'S Root trIARRAN1t /'� t` OX � � ! � � TOP CORE SOLID ' • 4 CONfRr4CMR OR LNTH LESSOR'S APPgOC Ii_ CIONS(At ROOF' ►NNUFACTINEWS / / \ 9\ a TRUSS DE?AltS TOR PROPE71 PE,'WMt'V" M7AAL. FOR S" IM11.1 PfNE71iy1TOVS /p�/ � \ \\S �o�e% AWAY FROM � ROOFING SASE FLASHING TOP CHORD RENEWAL DATE- 12-31 -2006 PREPOW PW SLEIVE IW11)A FIANCE ON EuTERM AND (NiERRV F'(t0PrftY // \ `�\\ BUILDING TOWARDS BUILDING _-_- CA',II-b V NSTALL IIIt%w �0' OF AIETWORk HU8 OR NOY ARID WTN CtFAT� \\ ` / ..�__� ___ / -._________-T_.__._.__. x,. • ' 9C .T1 C1rs+IAS(IRF FDR SA1IELL:IE tMLAwc. _ ? \ \\� '� I L_•� % ! �° . • / 10 EDGER- St IEET "UMBER NOTE: TDP OF PARAPET SHALL BE A MINIMUM .-... � _..-_. /� 1 t T A OF 30" ABOVE FINISH ROOF HEIGHT '— ty nF 14 SATELLITE ROOF PENETRATION E A"I \ _ ---- z METAL COPING � �MU 3 ROOF FLASHING C�_ CMU ,o� No _ LE-04609 } � =i-0 nct Ic vrI�1RT------- L LE TIG-S .dw RL'P2(X) -tMA121 N0 Root DiaphragmNaiiir�� Flan r ',' c,� - ti<� 1 ...___.— __ .. ---=' a-- .--_ --. . _._ _._.y. _, ..- ... _.-__..__._......-r - _ _.. _ ... _— -_ ._.- .__. . __.--- -.=ceca:ror -____a— .-. - -- axe-. .._•s.-s —_.= :r—c_-r— r-=_ate cx� '-:-:c..:.•rc• ss.= a._._.--r... m• .— _= a : -- - w -^rs r �s fj 1 � t , c - i v it r" a +t �W:d JG, �irf�N aFa r t �'�' +IfiN• � .,.cs�t�.�....-,�" rww..w....•".... ,.rr�ruwrwrw• _•,.-- .. .. _, _ ,:r... - y 'I .F ?; ...,, .. .. ,. .. ,, .,.., , ,....,.•.,.. •a+Mtr.«w«w.ae n. .ewmdM..,._.�VY�".._., ]iti,^ .s• - 1.,i- -, ,a ,.T.Y ,_..- t;. ,(. — ,.. :•.+F'.. �ii,,M1,.4. . ". -: f� ... .I "L,hf.y :5,. Ind - y :,, 2 a F p t STRIP 3 ,C" ." .. O 2 13 t4 �A � ._ 7a 23 id �'� ?w ,. -a • _ ' v•,�il .x tea, G I r�r Y 30 J •q, G ,: as i '. +! '�_9S ry ,fir � ��.I li,y 4JI�y .;�.y _ tt -,: 9 rtYi IV ' ln h .. .. `'�41ins!'.+{kiseQty}�''9'�.�!!�+1wkN4fi�-.. 'k•it.,, _ y u _— _______----- }, 2 1 ��: to TOF OF CMU WALL BEHIND --�— _-- MEMBRANE ROOFING OVER R-� BATT -- — - - -_ p'` m .� 12" -� INSULATION IYPICAI. , SfRUCTURAI SHEATHING 4 ;.1 xxim _ C.� o W tet• co Lr) G 32"-44" TJS OPEN WEB TRUSS 032"0/C TYP '/ \ �-•— ~ow SUSPENDED CEILINGo r It 'r2 Z •� SEE DETAILS 7/A14 k 8/A14 ' CMU PILASTER & WALL BEHIND 0 3.5" METAL STUD WALL b Rt TAIL ^'( rR-13 FW7 INSUL TYPICAL AI %" GWB TO ROOF FRAMING I I I 8" CMU WALL, w/(2) /5 BARS 016" 01C VERTICALLY AND (2) #4 BARS 048" O/C HORIZONTALLY ALL MASONRY WAIL ^� CELL- WITH REINFORCEMENT SH-LL BL H FULLY GROUTED ALL NON-GROUTED CELLS SHALL BF FILLED WITH PERUTT 4" CONCRETE SLAB OVER ry 6" COMPACTED GRANULAR FII, WARKM i, 30" WIDE . 12" DEL? FTG 30" WIDE ■ 12" DEEP FTG HVAC UNIt IN FOREGROUND •- MAX WEIGHT 1200/ CENTERED UNDER CMU WALL CENTERED UNDER CMU W.LL PLACED ON TOP 0: ROOF ASSEMBLY O 2' 8"- _ SEE DETAIL (I/A1 7) SEE DETAIL (I/A1:) 2. 6` SET ON NAILS OR CURB WITH 5'0' FOOTPRINT 0 / 0IMEN510N PERKN04CULAR TO ROOF JOISTS w c CMU PARAPET PROVIDES ADEOVATE SCREENING R; i _ S0'—_.____ _____ -- —�_ } Building • Section "A- A � � -� __- __ - ---- --- --- 48' e• - Top_ .... -----------------__ --- ;� � :� A Scale: 1Z4"=1' C4T- '--s' —f L BEANO " A7 — _ R-38 BATT z E MFMBRANF ROOFING OVER 1. INSULATION TYPICAL M O STRucruRN- SHEATHING -kA A. J . (✓�� ll 9 + V 3.5" METAL Sl UD WALL At R-13 BATT INSUL. TYGICAL o O k GWB TO ROOF FRAMING SUSPENDED CEILING 32"-44' TJS OPEN WEB 3.5• METAL STUC WALL AO SUSPENDED CEILING _SEF DETAILS TRUSS 032"0/C TYP R-1, MATT IFISJL. TYPICAI 1 4-1 F•-��f7/A14 8/At4 Q SEE DE IULS 1/A14 8/A14 �} G*, -0 R" FRAMING `� 8" CMU WALL, w/(2) #15 BARS 016` 0/C U Q In x k VERTICALLY AND (2) /4 BARS GAS- O/C SUSPEI )ED CEILMVG - HORIZONTALLY. ALL MASONRY WALL W a ry W SEE DETAILS CELLS NATH REINFORCEMENT SHALL BE 7/A14 At 8/A14 FULLY GROUTED ALL NON-GROUTED I✓1 F-�•4 , CELLS SHALL BE FILLED WITH PERUTF. c V/ 8" CMU WALL, w/(2) /5 BARS 116" O/C VERTICALLY AND (2) 04 BARS •tee` 0/C o HORIZONTALLY. M.I. MASONRY WALL - PES TPN MIXING TINTING •a�••I O CELLS WITH REINFORCEMENT SHALL HE �MCE is FULI-Y GROUTED. ALL NON-GROUTED o an � CELLS SHALL BE FILLED WITH PERLITE 7_1 z0 4" CONCRETE SLAB OVER N lio � 'z O 6' COMPACTED GRANULAR FILI U L 30" WIDE ■ 12" DEEP FTG 30" WIDE ■ 12" DEEP FTG """'�' 1- .j z CENTERED UNDER CMU WALL CENTERED UNDER CMU WALL ~ 2'-6" SEE DETAIL (1/AV 2) SEE DETAIL (1/A 12) ry — — -=_ —=----- •-- -�� --�—..,�'_e•—... — TOP OF CMU --•—..—_• --- --� � Building Section "B" L WALL BEHIND \ A ' 1 — _ A I — R-38 BATT MEMBRANE ROOFING OVER INSULATION TYPICAL _ DESIGN. DML 16` STRUCTLIRAL SHEATHING `• �. ��L�� i i DRAWN: DML _ I CHECKED—DMLI j, I I'- �= _11� ' " SCALE: 1/4 T _ I 20"-32" TJS OPEN WEV TRUSS 024"C/C TYP -/ 96" APPLIED TO BOTTOM O' ROOF JOISTS =FVlSIONS: CHANGE ROOF TRUSSES 3.5" METAL STUD WALL At Iff- BA" INSUL TYPICAL. 'y At GWB TO ROOF FRAMING _ FY DETAIL NOTES — — :v 6" CMU WALL, w/(2) /5 BARS 016" O/C 'en VERTICALLY AND (2) /4 BARS 048" O/C w HORIZONTALLY, ALl MASONRY WALL CHIS WITH REINFORCEMENT SHALL BE ` FULLY GROUTED ALL NON--GROUTED STAGING/STORAGE i CELLS SHALL BE FILLED WITH PERLITE / r INC • 1 41 i 4' CONCRETE SLAB OVER t , 6" COMPACTI'D GRANULAR FILL N 151,10111110 tA 30• TAM >' 12" DEEP T'TG CENTERED TJNOER CMU WALL 30" WIDE. 12" DEEB FTG CENTEREQ UNDER CMU WALL•• '�L` 2' 8"- SEE' mAw (I/Al2) SEE DETAIL (I/Al2) 2'-6` Ar� f){ 14 >s ti Building Section F,CF, I� !.F 04609 �., 140 k SGole: I'actfir Nav 1;SIN► A 7 Fit TP2T)Og-EfO02? of 20 .,...+.aa'„ -. _, . .. -..:.._me.r..As•vhT'Tr:. ... .. _.. ."... „. .... ... .. ..,. ... .. .,. ....w,},.y,y,.,.,w.. .. .. ., kvDly, as ;.. - -. 4a 7'9'•�'N1d'C"gf 1 1KAP1lf•1'^_,"+�n"�. ,_.-� ++MrNi fu - r: M�.•I,- m �Itr ., 1 ��,� , : 1 v: �ar r : . , � l� sr,. .. i aM'sr :::�:, �,, .,•,x.. . s- _ -,yrRpM#�hN•"" (-zc�`-:�'�cr.'�x c. P _ III,., U • c _ - a 30 I a 1 4 1 I <; 5 - 18 1sa 20 ?.I 22 .-:T �a t5 7P 2 ' 2F e s F� 30 v v NH, oy�C0110j! .,.,.v ,. AL' ,.f, ^`„TT• : '• .q.'1:'Jgu✓.i. , i .: ..sW ,Y• .Mty,W..Y.., .'.-.., ... .. ,., ,.l p. ,w. ... ., .. ,. .. - 0 - .... ,; _ ... v}!,"°sl'�1 fh. YIIM1''krPK .tA') nMPNr•'�95�. W ,Y.d /F° 3., i �4 0 w X:r, s • cz U7 r I" l WALL BEHIND MFMBRAN( ROOFING OVFR 1 ( 1co /'%- STRUCTURAL SHEATHING IM i�,l co STEP GROUTED CELLS IN F0TH END WALLS _ - -------- - � AS REOUIRED TO PROVIDE ANCHORAGE , �_-- - _ -_ _i_ -- _ ----- - ------ -— --- -- -- - ---- . . ----------- - .-.___.._ h�1 L FOR SLOPED I EDGER ATTACHMENT STEP MUTED CELLS IN END WALLS �J R-$8 BATT AS REOUIRED TO PROVIDE ANCHORAGEPENN"INSUL/ITNNI TYPICAL FOR SLOPED LEDGER AfTAC1/MENT_,____, Q CD { mu_z 666m,Wu PROVIDE ♦ -8" DEEP CMU LINTEL IN WALL OVER 8' OPENING FOR I r`--H OVERHEAD DOOR, WITH 3 EFTS OF 1 . n lot 2, /5 GARS r+", 2'-4 k 4'-4' 20"--32' TJS OPEN WEB W 1 1 4 32" TJS OPEN WEB / 11 1 7 7 11will, 7 41 FRGM SEI DE Of UNTIL L•TRUSS 016"0/C TYP TRUSS 0 3 TRU TES, 4' METAL STUDS .12"-44' TJS OPEN WEB / SUSPENDED CE�IJNG 32" 44' %S OPEN WEB ;SEE DETAIL 8/At0) O (13 TRUSSES) / THIS WALL (18 Ga) TRUSS 032"OAC TYF / SEE DETAILS 1 A14 k 8/A14 TRUSS 032"0/C TYP \, (6 TRUSSES) / / 11" Gwe APPLIED TO (22 TRUSSES) (22 TRU5SES) BOTTOM OF ROOT JOISTS - - --�,•-----.__._ _-�lo�r.,,•------ •- - 1 HR. RATED FIRE WALL 1 1 4' METAL STUD WALT. k R-13 8'r10' OVERHEAD SEE DETAIL 1/Ag � BATT INSULATIQN GWB 12" LONG FULL HEIGHT WALL RDOOR I BRACED TO CEILING (BEH►NO) k �1" CMU WAIL BEHIND ASSEMBLY Y 1 1 1 TO ROOF FRAMING TYPICAL STORAGE_ H ' l ..; I 1 1 1 1: Ch10R OPf.NINf, I IG12'x 16' CMU PILASTER '•1 ; WAIL BEHIND 54' HH KNFF WALL (BEHINO) SEE DFTAILS�\ p '► ' L---� PFTAII i 1 11 1 MIXING/TINTING I i i i 1 4- CONCRETE, S..AB OVER 11 I 6" COMPACTED GRANULAR FILL z II • � 11 1 \��TMe \ '\ \ \ \ \ \ \ \ \ \ • •� 1 • C 4 -6" SQUARE . 12" DEaw EP FTG 24' WIDE . 12" DEEP FIG CENTERED UNDER CMU PILASTER 2' '--CENTERED UNDER CMU WALL SEE DETAIL (5/Al2) SEE DETAIL (2/Al2) Building Section I'D" wO x c a li 1 I WALL TOP OF CMU BEHINO MEMBRANE HOOFING OVER J O Z ; STRUCTURAI SHEATHING 0~4 O O d cyll STEP GROUTED CELLS IN END WALLS V ^ .-4 UU >. R-31111 Bl.TT AS REQUIRED TO PROVIDE ANCHORAGE /'INSULATK)N TYPICAL FOR SLOWED LEDGE? ATTACHMENT �,. r,1 •r,•4 F•�y 04 z NIVp umj +'� U U 7 S7 111NIL, 20"-32" TJS OPEN WEB 20--32" TJS OPEN WEB W ~ rn O \ TRUSS 016'0/C TYP TRUSS 924"0/C TYP.,/ 4" METAL STUDS 12'-44" TJS OPEN WEB /� SUSPENDED CEILING 32"-44- TJS OPEN WEB v L L (6 TRUSSES) (13 TRUSSES) / I THM WALL (18 Go) TRUSS 032'0/C TNP -� SEE DETAILS 7;A14 k 8/A14 TRUSS 032"0/C TYP. 1 Lu z �� (21 TRUSSES) / (22 TRUSSES) STEP GROUTED CELLS IN BOTH END WALLS ' GW6 APPLIED TO, —_- _� 2 Q AS FEOUIRED TO PROVIDE ANCHORAGE HOT-TOM OF ROOF JOISTS I _ _ _ _ -- -`_ -_ ' FOR SLOPED LEDGER ATTACHMENT 1 HR RATED FIRf. WAIT. -_� - - \\ 34" METAL STUD WALL k R-113 v f SEE DETAIL 1/A9 CMU PILASTER 3 -10'- \ BATT )NSULATtON k 41' GW9 k WAIL REMIND TO ROOF FRAMING TYPICAL FEBRUARY 200` STORAGE ,, 1� 1- DaTE. 11 DO()R OPENING,, � I DML 8" CMU WALL, w/(2) #5 SAPS 016" O/C i i WALL BEHIND RETAIL _ n 1i SiOT� _-- �� VERTN:ALLY ANO (2) /4 BARS 048' O/C '✓ ;� DML--- -- ;)RAWN `h10R120N1lILlY AI.L MASONRY WALL i i MIXING,/TINTING ^ CELLS WITH REINFORCEMENT SHALL BE i i 4" CONCRETE SLAG OVfR ^' ":NECKED: FULLY GROUTED ALL NON-GROUTED 11 CELLS ',HALL OF rILI ED WITH PERLITE f I + R" COMPACTED GRANULAR FILL �\ ,)CAI E: 11 yam` r / / \ /� iT i. -/, ,, \ / \ \�\ \/ \ ` \ \ �\ \ \ \ \ \. \ \ \ \�\ \�� \ �. ,\�` i f/��.•% %�( �\ \/\ \ �. �, 1 4E\/ISiON�i 1. CHANCE ROOF- TRUSSES 2. MODIFY DETAIL NOTES _24' WIDE . 12' DEEP FTG _ R WALL LL CEN UNDER CMU FRED 24" WIDE ■ 12" DEEP F?G - 2 -- SEE DETAIL (2/Al2) '$ » CENTERED UNDER CMU WALL-/ - ---- - Building Section ESEE DERAIL_ (2/At2) F_ .w ''F N1 WAL 1. c 12 11 -7006 •I'!ML�EP A8 OF 14 1�111C I'I1VY 1 4'flNl ` N F- n46o() RUP200Sd1002 i I II of 20 JL[ NO. TlG_.SW dwlq saw ...... - t 1 e ' Fn'11' T"' A �H' '.'� ^NtiW ... �.... :•.n.i,. ,.. .r....,ruM.NSA'.siww ... u,M•il',I,r,.1 .p..y,,,,,,,n:.•�y„ �MPfr>es,r,..�....,....�+.rww....,�w.r+�„...,...,.,•...-... xryti•.: SiFF±� s.: . _ - .. ,n s4 r r... .. n-Xq.F::`,'"'gAYN/�iWMY1Ri: r ,,. , i r S }. 1. P Mi', t� it. IT tr n .I 1"tt e7 ,I,. „ .,SEar�'. .�fi„A,;P'yf ... '!'' ,' .' ) 1,. �� w rf L rt a to k q:x 1' w "<. is .E�31tlIL.ITY STRIP' _ E t is 19 20 21 22 .43 24 7^_; 36 27 2f3 28 30 dfi �jy q7 � .p�'•,` 30 11 l) SOL. 4•'N� •yl b?' a :”;wsa!'!N'4?+'as°�`I;.R7re,�.3'.r`Z•'NII�""-„ . 7�)� .. ...•. . .. ... ,.- .-_ I +Mw n ,.5 1,-s.�„a' a ..m.h,.,.,,..,.„, .. .,.. i:y.;;,-i r:,4�Vw;,1, 'b s:, 6111,11111 7 77 7 7 77 77 7 y7 f y Yt 4rg1 I) I Lr 4 �1� •� ., , RCVkdur{r+1d MWEq/a ht rnj`a” ern rte►! , � ,'.: '. .. :. ,,8i'i"rot ��aA+Ai'Mt+d;A?w49�+7t1 ':' '�4xr �" ,'4y'Ms'^,•, , Y FASTEN TRACK TO PLYWOOD AT CEILING w/2 - #12 SMS O 24" O.C. JOIST LEDGE / R 4" FIBER CANT CO Ln �' -'"-"--- - NOTE.. CORNERS i0 BE CONT - I --- -' MITERED.CORNERS dr / , a ` ER r..• a+ +y r- • n , AIE1.4 RECfrVER 26 GA. Ga FLASHING � � SEALED */SEALANT WRAP SIDES do INT � LINE OF ROOF JOIST - —� __—•____ PARAPET 6" MIN TYP t ' V ' 26 ME L RASH NG � G"' z -- -- 4" --- - 6" HIGH x 8" WIDE - i0 METAL RO(>FING � G� U CMU OPENING TYP •! r C c-; EXTEND GWB TO LINE 0 ROOF SHTG 04 LOG►T�OIvS NOTE �BE � � � BOTTOM OF ROOF JOIST / { �OOwNSPOUT 24 GA CJ EdEVER • d SEALED */SEALANT it Ij� C 4" METAL STUD — LINE F JOIST �— • �� " CEILING ___ _ —R � FLASHING 8- • M AS S OWN SPUT F FINISH PER � � a . S"IJ►AUAOE IT S UJ � SCHED. S%:HFDULED — ! / a a METAL ROOF � Z . SOUND HEIGHTINSULATION WIDTH CEILING _ — - ___ •. r- a �. In S/8' GYP. BD. - • aY • ` METAL ROOFING ( 1 r t � i SEE GEN NOTES ` I --- - RUNNER TRACK SAME GA. AS ---_J I{ / • _ 4" METAL STUDS (18 Gouge) c \ I • Q' �- 024" CC. SPACING STUD FASTEN TO STRUCTUR,. I �I _ W/.17" DIA. x iP SHOTPINS ONE LAYER V TYPE x GWB ON EACH SPACED O 16" 0/C I • • c / ({ __SIDE S WALL w/1"—TYPE S DRYWALL FASTEN STUD TO --� { 00 • • • O SCREWS 8" O C O VERTICAL JGINTS do a 12" 0 C O FLOOR & CE'.:NG RUNNERS TRACK W/ d8 SMS \ a do INTERMEDIATE STUDS. GWB JOINTS TYP. EA. SIDE a �{ + STAGGERED 24" ON OPPOSITE SIrIES. ! —•• --- ---`-- BASE er FLOORING -� \\ I \ • /--BASE PER SCHED. PER SCHEDULE { FIRE SF_ALANT O \ 'a • - a .— a RATED WALLS FINISH FLOORING PER SCHEDULE ----- FASTEN TRACK USING Pt'WDER DRIVEN NOTI: PROVIDE HEAT TAPE AT ROOF 0 PIN FASTENERS O 24". I C S.O #1639 THP0t.,rH SC.OPPER AND DRAINPIPE Ul � �� FLASHING TO MTL ROOF @ CMU a ONE— HOUR SEPARATION WALL 2 FURRII'JG WALL 3 ROOF SCUPPER Q CMU ° - - ---eA9 11 3"=1 -0 A9 - CMU ' 'LL, SEE WALL TYPES z � zF -- --METAL STUD - r - CMu SOLD BY YANGLES(jGRouT U PER WALL TYPE I -� METAL STUD _ � - RQ Li.-uP 00 { PER WALL. TYPE c /� /� HOUSING �Y MTG. U W GW@ -,--WOOD BASE CMU WALL, SEE U I { WALL TYPES. _ {l I GROUT CORES OF /��i `J� •,c�t �, v x I - ---- CMU O JAMB SOLID' t-��t \ MORTAR STOP }1 1--i U CD 3 3/4 " (SEE STRUCTURAL / >, Q Ln - FOR REINFORCING) 1 1 1 ! { �� CL SHEET VINYL i v I I I� � •. S I I i �,4 _ I I — STL ANGLES BY ! I _ _ r-4 � In © O a c SEALANT n \• �. I I I I MFG. ! I ' c? F d a SEALAN M- - - ^ (T'T P.) �J - (TYP ) I I STEEL PLATE AROUND -t�' �A�V. STPAINTED,PLATE SURROUND '' � �N w z CONCRETE SLAB ONCRETE SLAB I I 0 ROLL-UP DOOR. OPENING w F. = r• -TT DOOR OPN'G r-d �r-----DOOR BY MFG ! I ROLL-UP DOOR _ w 0 O BY MFG. �I U z 0 ' S SHEET VINYL_ BASE r� - R UP R JAMB ROLL-- UP DOOR HEAD © CMU 1&j z _; 6 w O 0 D BAS E VC1 0 LL D 0 0 _-- --------__-__ A9 - ___ _—___ �-- ---- --- - _—__ _ __ --- -- oc A9 A A9 6 a „-- --_ DATE: DECEM& _ DOOR PER SCHEDULE " GYP BO DESIGN: DML J - CORNER BEAD DRAWN —DML _ CHECKED: DML - - DOUBLE STUDS +, DOOR BOTTOM SEE / - - -- - I 1 - SCHEDULE -- ---- 3b" GYP. BD a GLAZING SCA E: / -- MASONRY wall J ----- � � - EDGE Of CMU BEYOND �/ FINISH FI-GORING / REVISIONS, FRAME PER SCHEDULE _ SEALANT AND BACKER ROD (GROUT SOLID) ----- SEAL-ANT - ALUMINUM STOREFRONT FPAME ' cVlk ,._—_ - --- -- SHIM -- �° \ ♦ ---�•-- ALUMINUM STOREFRONT - JAMB ANCHOR - 3 PER FRAME I \--ALUMINUM THRESHOLD K GLAZING SLOPE 2�i O FA. SIDE (4 ANCHORS FOR SEE SCHEDULE d .� • . 'L 9• 0" HIGH DOORS OR HIGHER) \ -- - — CMU SPUTFACE WALL _SEALANT AND BACKER R0' \ \ C 1 O !AMB SOLID ,� • \ �� INF�_ti. , PROVIDE BACKER ROD & i \, � - SEALANT. HOTN SIDES � ---- SEALANT w/ BACKER ROD - SHIM AS REOUIREO � EXTERIOR JOINT SEALER �� \ EXPANSION JOINT TYPICAL CONCRETE SLAB 7f, 25 �r rs. �o AT INTERIOR. TO EXTERIOR }+ SLAB CONNECTION - SEE )Alt 31-2006 Y2 SPECS. _ ._ ...__... EXTEk;3— PAVING R ��- - A9 OF 14 ✓9 MTL. DR. JAMB MASONRY o. TYPICAL THRESHOLD S f OREFRON MILL C� SIDEWALK �� REFRON T JAMS CMU 12 .� I Ag ____--__ _; - F+xtnc Ff%k} ! i�INI - � -- .,� f3f 1'21105-111N1'7 _._ !'7+til•2fl - �.rr..� w 4 - r a T «Oww.I RI a 12 3 I «g ' 9 9 2t; 21 22 t3 2.. z r I 30 , 3 1' a , Y• J , Y w ,..»�vvxl.lb' '8. aut,....,;:w:�a..»,,..at.n_....,.w .,.;.M".sk.!.,, ...:.•.:....,a..s.. ......w,..,a.,r ..,.. r «,,....,..,r,., .. .-. ,.',�., .,. .<.:,.,«:. 7 ;. ... ... ...fu:•,.,.a. 4.........c... - ... . _ .. . -,. " .. _ .. y ,__-.. _s.... _ _ _.,.—...,-...,.._.... .. .-t . _ .- - -- r a r • • a( �� s�xx�xxrx�rx� t F C^ u, r�r � INTERIOR FACE OF 8" CMU WALL Q INTERIOR FACE OF 6 11j -(4) -Y,"O BEAM SEAT 44CHORS ---8" CMU WALL Ar2lx73 WIDE-FLANGED -(4) )r4"0 BEAM SEAT ANCHORS c/) C'STEEL BEAM %*W ANCHORS EPDXIED C 21" If 2"x24" CMU 'PILASTER ' THROUGH STEEL PLJ.TE - ( (4) �."O BEAM SEAT ANCHORS �.�.� " T � X: C7 C'') -- / (12) /5 VERTICAL BARS ---- -- - t 11" � +••i•� q�j GY t`• INTO CMU WALL GROUTED INTO TOP OF PILASTCR W �' IN A 5"x 16" RECT. GRID OF (4) Yi'4 BEAM SEAT ANCHORS 12"X24" CMU PILASTER 3 BAPS x 5 BARS 2!" �-12"X16" CMU PILASTER / �"� _ a - 1 aD �" #3 BAR COLUMN TIES 08"0/C (8) - /5 VERTICAL BARS I 14" « 1 1-1}" x 15-15" / % 12 X 16" CML PILASTER i 'kON IT VERTICAL SPACING 1 �IN A 5"x8" RECT GRID OF STEEL PLATE BEAM SEAT � i C/) O 3 BARS x 3 BARS 1 GROUTE.G CELLS I � --FOR W?1«73 WIDE-f 1.1WGE0 � � O ,`�, � ? O /3 BAR COLUMN TIES 08-O/C I STEEL BEAM ON TOP Uf r a I h" x 1 t-h" x 15-k" r- .I -��VERTICAL SPACING 12"«?4" •TAU PILASTER 1c STEEL PLATE BEAM �E:AT 0 I rrOR W21x73 WIDE-FLANGED 41" 31" 1 -� STEEL BEAM ON TOP OF 1 'IF I O GROUTED CEI.LS W21«73 WIDE-FLANGED J 12"•'6" CMU PILASTER 'k----- V-8" ANCHORS EPDXIED _ n Jr J THROuGm S•EEL PLATE STEEL BEAM * J INTO CMU WALL i INTERIOR FACE OF CMU WALL 1 'LAI, 12 "x2'�" SIUEWALL PILASTER 2 FRONT ENTRY PILASTER 3 TOP OF 12 "x24" PILASTER 4 TOP OF 12 "x 16 " PILASTER z w a o INTERIOR FACE OF_ GROUTED CELLS �� 0 8"-i 6" CMI; W 4L.L �.� ----PROVIDE )¢"X 10" STUDS 032" O/C � Q WELDED TO TOP OF W21x73 BEAM �j NON-SHRINK GROJT FOR ATTACHMENT OF CMU BLOCK (2)'-#5 BAR HORIZONTAL U: v BETWEEN TOP OF BEAM AND PLACED OVER STEEL LINTEL REINFORCEMENT IN TOP COURSC Z NEXT COURSE OF CMU BLOCK 4" CANT STRIP TYPICAL FOR AI.L WALLS • (2) #5 BARS VERTICAL O "-8" ANCHORS EPDXIED SEE DETAIL 3/A6 4" CAN* STRIP REINFORCEMENT 016" 0 'C SPACING \ MEMBRANE ROOF OVER SEE DETAIL 3/A6 3 5"x 14" PARALLAM LEDGER TYPICAL FOR ALL WALLS THROUGH STEEL PLATE �. �" STRUCTURAL SHEATHING l \ INTO CMU WALL WELD h- STEEL PLATE TO 1 MEMBRANE ROOF OVER STRUCTURAL SHEATHING \ (2) #5 BARS HORIZONTAL Z BOTH ENDS OF BEAM, ATTACH � \ � W21 x73 WIDE-FLANGED \ PLATE TO WALL BEHIND USING \ TOP OF JOISTS & BLOCKING FLUSH ,JOISTS BEAR UPON TOP REINFORCEMENT IN GROUTED' "---o � "� ►J STEEL BEAM (4) %-X8" ANCHORS THAT 'WITH TOP OF PARALLAM LEDGER \ 'OF PAP.ALLAM LEDGER CELLS O LEDGER ATTACHMENT '-� V ARE EPDXIED IN PLACE 2"x4" BLOCKING NAIL w/10d NAILS 02.5" 0/C 20"-32" TJl OPEN WEB ` O 048" O/C TYP. STAGGERED TYPICAL AT TRUSS 0!6'* 0/C TYPICAL PROVIDE 2"«4" BLOCKING I ►.-� ,_.. O c_ " ` DIAPHRAGM BOUNDARY ` BETWEEN ROOF JOISTS & ATTACH HORIZONTAL REINFORCEMENT ,� (, TO LEDGER USING 16d NAILS THREE SETS OF (2)-05 BARS Q m STEEL FIATE�BEAMiSEAT \ _ FON *21.73 WIDE -FLANGED _ __ 02.5" 0/C STAGGERED (MlICAL) �02. 0/C SPACING, EXTEND 24" 3.5"x14" PARALLAM LEDGER <- PAS) ENO OF OPENING w STEEL BEAM -- 'i5"x14" PARALLAM LEDGER PROVIDE h" STUDS WELDED NUN-SHR!NK GROUT TO BOTTOM OF W2'x73 BEAM rl -GROUTED CELLS (2) #5 BARS HORIZONTAL ti cl RFTWEEN BEAM SEAT FOR ATTACHMENT OF 2x NAILER - -- - - k TOP OF PILASTER THAT SPANS ENT RE BOT TOM OF REINFORCEMENT IN GROUTED GROUTED :.ELLS BEAM CLEAR SPAN FOR � , (2) /5 BARS HORIZONTAL ",� CELLS O LEDGER ATTACHMENT -REINFORCEMENT 1N GROUTED / O * R. STOREFRONT W'AOOW ATTACHMENT '• a '— CFLI_S O LEDGER ATTACHMENT / GROUTED CELLS � ,' � � 47 O O (2) ),;" ANCHOR BOLTS i,� '-� (2) -V4" ANCHOR BOLTS �� \\ •�41, mW HORIZONTAL REINFORCEMENT � ~'H .�•r J y, �yf " (4) 3,'ex9" BEAM SEnr ANCHORS ,J �-024" 0/C SPACING ALONG 016" 0/C SPACING ALONG c ��\ z THREE SETS OF (2)-MI5 BARS �-, ~ Q E-• CL LEDGER & WITHIN 8" OF END i LEDGER & WITHIN 8" OF END ) X02' O/C SPACING, EXTEND 24" R' z I PAST END OF OPENING E-- 20"-32' TJL OFTEN WEB �` I OF LECGER MEMBER Of LEDGER MEMBER � I I INTERIOR FACE OF TRUSS 0!6' O/C TYPICAL \ `� 'I Z O 12"x16" OP 12"«24" " �" * GROUTED CELLS / \._OUTSIDE FACE OF 8" CMU WALL / -OUTSIDE. FACE OF 8" CMU WALL_ `� _, _I w f�'1' O U CMU PILASTER STEEL. STUDS AS PER PLAN STEEL STUDS AS PER PLAN W F�+-i U R- 11 WALL INSULATION do - R-11 WALL INSULATION Ar t " GWP A� PCQI IIPF;1 1� RC-11 l JF 0H!"'--- ' a� F�-t %" GWB AS REOUIRF. �n --- •— � 1 BOTTOM OF LINTEL O OPENING Lai 1 •�. 5 BEAM SEAT SECTON @ PILASTER 6 LEDGER C� CMU END WALL5 LEDGER C CMU SIDE WALLS �"8' LINTEL SECTION OHD avict A10 � �-)/2 =1 -0 ,A10 j :_ :: --- A10 1;;__1;-o-. _— Al 112„N1 `.oma.. BRun!=• . 36” MIN. ----- DESIGN DMI- 0 o ti" DRAWN: _ DML PULL SICK I ' CHECKED: DML ------ 18"i CLEAR.- I I I OF FIXTURE ��—! SCALE: 1�'4" W- 1 I I - I 3 1/4 x 20 x 2 112" SELF TAPPw,^. Z i 1k" S.M.S 0 8" o c. (TWO AT TOF 0 - / AND ONE AT BOTTOM) z 24" A � � i ;J REVISIONS: w I I it 1, MODIFY DETAIL 6/A10 z EXTERIOR # i I �- •�+� --""----'- 1 I/&- TO I 112- DIA GRAB 36" GRAB BAR - —_ B.AR 1 1/2" FROM WALL I l ' 2. MODIFY DETAIL 7/A10._ w1l42' GRAN OhR- I I ; GRAB BAR PER SPECIFICATIONS ESCUTCHEON COVER (FINISH TO \ MATCH MAB BAR) `v I 5/8" x 4" CONT. BACKER BOARD 32" MIN CLR. SPACER ATTACHED W/ #12 S.M.S. ��p PR F t TO NEAREST OBSTRUCTION x Ina I O F." ax STAGGERED o I W \ + z 4" TRP s -- — -— - - >_ .._-_ ! \\\' WALL BACKING to 1 ? = _. WHERE OCCURS I I �., 4 z L � o r 7•' MI e �� C n ��• '` I I~ TP �\ WC. I I - -- - " MTL. STUDS PER FLOOR PLAN .r. CLEAR IF DOOR 11 I ! n 3` DISPENSER p GAY CE�'.AM►C TILE (WHERE OCCURS) 25' O ' EOUfPPEO WITH BO?H A 1, 5. LATCH Ar Cl OSER ° REFER TO FINISH SCHEDULEMid SLUE �f E M• �' �.__.._ .... c�c}drWAI T7nTf" /2' 31 -200A 9 TY`PICAI_ DOOR CLEARANCES �'� I ' „1`"ACCESSIBLE T" � [ `_LE'JATI�)N 12 GRAF3 I3AR Oct MTL. STUD WALL_._ X10 14 )o _ET PLAN CE BL.E t� _E ACC,"- - }• -_ - _. All 13�4r,_1 �0 At0 3/A - 1 _t�' A,10 3 _•i`.a ir Al I'Q� Bl IP2005-Omi27 60 of 20 !LE NO, ,r rm I • _., LE(31R'ILRY STREP r "!rte ' 9 11 12 13 14 pj ? �n p 2C 2 22 12.3 24 25 i6 27 2F? r G 30 • 30 F� ZI I 1 ! •' i N3-11 oytOa T ,i �• I,1. !,! a 1 L I ,....- •:M8iN4°?+,1'AAr'�'. 'a^.�g ' �y+ : .^. •...s:. i�'1S's`� �`'!�'Ir 4''1Lw,.„�4+" i:�'- "` '!�•.r,i�;�>, 4.,W '3,x t ,5 ,.. . i x.. r A 0 1 , '':m::rybdw ... ,, dw• . :t.s i`'�112 �,;; a. ,rR a:'- u ,4 �'�+. Owl ... .. .. _ .. . .,. .... ... - .� �� 'h'"-� �"1' `�Ik•q�Y��J7'�F. 1N:.�i+.r,.,.n!t�PMAn,w�..i pJe:ePai yYMSPM 4� yAJ.-.F.a n.show. .. T_,_ _:v..: :. .,,,-W.,. (5..r„I.rt....,�+'rtan:v.iq. gal•,uw.*p.::Y,...nt.:.A::n.,..,-.aN. ...,.. a _.. ... ......_._.._ —...._.. .... �.......... ., -. __. .. .... _ _. ..... .... .�..�.:4W.-- _.._...ak.:r�._._..un.-.._...w.�... .. ._.c�a -- _.:...,,.._...._....._.w. s......__..._�.._. -. ....... -,.:....___:-..._,,�.. ,._....,._.....�.a."._.v......,..._..�.._....:.�.— - .,L..u....:,._.^-... _ _-._..h..,tdLLe....:iu:ct.,..._.- _