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14240 SW PACIFIC HIGHWAY-3 ;P. d �� Y � �© ca ' o r 1b34q S. ED I I L__j L__j -/ Lj _- �� j . ,. w. `, wLy..www.........w.ww+e3A....---' .�.Y�A.;f,�LiG,�; mr:vR:►`,...� 1 , I '1 . ...... /1 D D 1 � �� /j n I I 1 V p L-fl A, m 901h y d; fit ALAIIN V",!."Y FIRE MARSHPL OFFiCE� Q Cc)), APPROVED . . . . . . . . . . . . . . . . . � J . . . . . ',IW • CONI7i�'tONALLY ��Pi�fi4VFQ . . !� API"I'l%'AL OF PLANS IS NOT AN APPROVAL OF Z r L 0KA1 S GP OVER51G!- 'S 01 sEE ; c1�E L L�rr a� . . . . . . ❑ i IFUffi4 F71 , I PI_ -, N ATC A r5��) 17F 3) f_r D-) ` ,7 H E'D-)A L N nn T E.c" "'Y'M 00 L v IN TY MI A'F' j eI�ND FOS. PAGE OF STUD OF'NCs. OPENING i �.._ _. __I .oQQ �, .:.w,M _: _..i . >• s L Ft►t�IGLI` FD. FLOOR DRAIN OPP. AT Fx FINISH OPPc�SITE � SECTION iDENTiFICAT!C7N 1 701 ROOM NU`'Pst=�' � ="F �''� �Ki ��r`• � l :t ,d; r i CENTERLINE F.E. FIRE EXTINGUISHER PL. PLATE __._- " } - I L I •,1' .. .. � ��• � �+��.--- --- ill I DIAMETER OR RG�IJt`aD FJ-I. FIRE H`'DRANT -� o �' `-'" , I°7lAJ LATE LAMINATE SHEET NUMBER l --_____-__--� � •°'� � �nl.t AF d �•"�' �"�"' 1 <� IM $Gx1AFZE F!`-E7 FL,FLfZ FLOOR PLYWD. J Y__ w tom. i J SI ay fft0 i PLYWOOD ►A: �S �•• r }L' °t t0F'ERTY L i'Z FLASH. FL.ASI-I1NG PNT. AiNT " • :" ""� I� P ( 2 DJ" � DOOR IDENTIFICATION - . / 4 �g r F.:I.j L7 ALL CONSTRUCTION S1-HA'i.L CONFORM TC THE MOST CURRENT fi_DITIOI,' OF THE UNIFORM + • � ( �� •���. I- � • + �N� QI I. , FLUOR 1=LUOREr�-CENT P.P. POWER POLE DETAIL IDENTIFICATION o 5UILDiNCs CODE WITH THIS M03T CURRENT STATE AMENDMENTS. �J �`�� t�r 44 N" •"' A$, ANGi-i0�i' t�O; T END. FUIMDATION PRGST. 7 u« - ► _ PRECAST �, r • a 1 ACOUS. ACOUST;CAL FT. FOOT OR FEET -� -_ ._--- _ .M ''a SHEE NUMBER cr � � ,. t � ' T I •j--1 ,fie ' .�.L.L GC�NBTRUCCTfON SHALL 13E UONJ 'N ACCORDANCE WiTH THESE PLANS L,tiD SPECiFIC'ATiON9. - �;. Y "'+""°'�� -'ti�i+F' .�: �%A { I I 6. ADJ. ADJUSTABLE FTG. FOOTING ��.7. QUARRY TELE r APF. ABOVE fi1NiSJ4ED FLOOR FFd"!'G. F4AI (!NG: 1 WiNDOW IC>ENVFICATION � sem► ",'.,��.�?;,��- ��',, �I•�- `,4ot ...�.7� _.�' ` I �i A kcsR. AGGREGATE FURR. FURRIW2 R RADIUS OR RISER CONTRACTOR SMALL. VERIFY ALL DIMENSIONS AND CONDITIONS 5•HUWN ON DRAWINGS " ' ��, ��' l°1�'�" �y �\� � "•. s ' ' i "fir �IT G+g�, TT �l��, ti ouara:, '? r yui tr ' ANOD. ANODIZED ZD. ROOF DRAIN AT THE: JOB SITE, ANE? SMALL NOTIFY" THE ARCHITECT IN WRIT'�JG OF .%N7' r � . 'fly \' � '• � :ra �• "R�rot ALU!"L ALUMINUM GA OMISSIONS ►?15C AN"' 8 /____.__: ELEVATION !DENT!FICATION +,+ , �.t>`'' K�: t•rFr'"'{ :; I I GAIY-,E RAD. I REF CIE AND/OR CONFLICTS F SUBMITTAL f n MAMML $ I RADIUS - 13EFORE ESM TTAL OF BIDS, OR 4 ( •._ ♦ R I ARCi4. 4RCH!TECTURAL. GAL.Y. GALVANIZED REC. RECOMMENDED BE RESPONSU3LE F-OR SAME.DISCREPANCIES MT MEN THE r)RAU '!NGS AND 5PECiFICATIONS SHEET NU?"BE-R 'v""'" r-'�" ,�1 4e it r/FN� `'�� '".,, '"-�i' tr� 1 } 1 F % ASPH. :+St�'HA:' GL. GENERAL CONT!FACTOR REF. ARE TO BE B.2oUGNT TO THE ATTENTION OF THE ARc+-IITEGT 'h WRITING, BY THE �. r, REY!SI0N NUMBER "' TI6ARD REFERE'NGE , V r > r skin �� , 'Iwaic sr REFRIGERATOR CsENt.F2Al CC>tJTI�AGTOR DURING THE BIDDING PROCESS. RE:rOLU71UN OF D SCREPANCIES 3 L '^' •°" • ' ' t ° F��rly 1 CsL. GLASS REFG. + I «.►aFNr" i _ .� IIQ f!� r t...D � '►i.j1lC �'' I {: I IN TF 1✓ CONSTRUCTION DOr..LJMENTS, AT AN`r' TiME, IS AT THE D! 4RE"SIGi4 e7- THE ARCHITECT. 1 ia!'a) s�Dt .?^".?tt .. t;� y R:�" = i I i ti dD. SOARC Cat`1U GLAT.EU MAt30NFcT' UNIT REINF REii�vRCCG ,��" 4` t,. ..._ �i� e "�` 3 ,3 '�1151 JI'". BITUMINOUS G.B. GRAS BAR REQ U. - OL.DC'. 1'3tJILDINCa CsR CA;P.4J1= R.O. R sc-1 OPENING THE t�IC INCLUDES THE FURNISHING OF ALL LABOR MATERIALS, EQUIPMENT AND r - �+�,�a■ d Q4b a'� ", =�,.� . ,�� i' `�� ^� .nkat BLK BLOCK GNV. GROUND RM. k001"' SER'✓ICE NEC�E:SSAR`t' FCR AND IIACIDENTAi_ TO THE COMPLETOt', iN 1 i WALL TYPE • �'�` '� r, � •• 1 "� p b,�•� � .i f3LK'G. BLOCKRJCs C'sYP. PLACE OF ALL WORK AS I1_LU9TRA t AN I •- v� G YPSLM . D D r'7E3C.RIBED IN DRAWINGS AND I.__ ._.__I /°I -' -. ,v �� ' c X!a l!Hca CUt�J-OLlR5 D y� ' L.w.-` ) -� s .g °.+ � � *��c_ µ BM. BEAM GluJB. GYPSU]"! WALL BOARD S. �,pUTH REFEI NCE SHEETS AS PREta :� L3Y THE ARCN!TECT. ALL SUCH WORK IS TO CSE � , _° �:,.. ., �, ,� � � I I BOT. L50TTOM g,C, : DOtti BY THE GENERAL CONTRACTOR I„t*iLESS o?�IERWI3E NOTED. i'g I�f.f4YFYV"T M .r•0��/!tELVI!♦! ��fIN 1" BSt'T*. BASEMENT ►� SO..I(r GORE / 1 - .-f - rr - HDG NAI�IGAP 3CHED. SCHEDULE t. I I ✓<, ["[1 f•'M'�4 NMO w 1 E AIIOMMf� i I i i 5.0t BUILT-UP ROOF HDW. HARDWARE SECT. SECTION ALL (W_? G TO BE NEW EXCEPT WHERt: I'4Di:ATE-D AS ,EXISTING. �" NEI:; CONTOURS v"E'°" � ��° -' »s"G IONTA � � � I ;' I I I r'4GTA4T WEPsiH- SHT. SHFf l GAB. CABINET H.C. I40LLOW CORE 9HT'Ca, S+QEF TiiJI . DO NOT -ALE DRAWINGS. DIMEN510NS GOVERN. `�''h IEO rr.an 'K tL +. 1 r % Baa qq in�un =•ria'!s Aar f C.B. CATCH BASIN W.M. NULLOIi META1_ 3h"t. SIMILAR ALL DIMENS!ONv AW-_ TO FACE C:�F CONC:RE7E, GONGRI`.:TE Bi_OC'IC, 1°3RIC.iC OF? F AGI= OF FRAMINra / 14'fl t. 1e t ct CEM. CEMENT HORIZ HORIZONTAL 31'1' SHEET METAL OR COLUMN LINES UNLE55 NOTED OTHEF-IMSF. - CTR. CENTS-,R H.5. H05E 151BB SPE!- F� T.C.- 1 I s ` I i .f E.L..,fW! cr I.NA11 ' • + F `'�PECiFICA?ION / ^ ♦ EXIS'11NG POINT ELEV'N a cT �.JuMu I f C.L. CENTER LINE H'4k NOUN! 9Q. SOUARE WHERE COLOR OR DESIGN SELECTIONS, AW_ REQUIRED, THE CONTRACTOR 'SHALL � i a :� ' �'" "� lot •�+ ,t' 1 � ! I 1 C.T. CERAMIC TILE IbT. t ✓. STAIN s YAt�hliaN SUBMIT �3,c,MPLES FOR <.RGH!TECT'S AP-1ROvAL AND SELECTION. ,.-.� X141.- NEW POINT ELEVATION •ti `:,, � +� , •'i+t �-'' ' ' �1 cl-G. CEILING iD. INSIDE DIAP?ETER STD. STANDARD 1 I '''�'' � '��' 4\ r RD ----� BUILDING M '' i. t.ri evwe ' I 7 } REFERENCE GH. GHA�JNEL INET. !N9T'1'.LLATION STUB. °.sTOR.ACsE tHE �,.ONTR,4GTOF' A-'.4L.1 BE I�SFONSIC3L-E FOR SECURING ."►'vD PAYING FOR ALL REQUIRED . I 1E,1,y CIO. CLEAN 00 IN3UL. INSULATION STL. STEEL PERMITS, UN.'_E5S ,.)THERWISE INSTRUCTED IN SPECIFICATIONS. > - ELE\CATION "'!ARKER ,i; 1 (:I-R_ CLEAR iNT. INTERIOR STRUG. STRUCTURAL ,�. '1 COL. COLUMN SU.gF'. SUSPENDED A,•<. a PROVIDE: F314iL!71NG ADDrdE38 ON EXTERIOR FACE. OF BUILDING IN LOCATION INDICATED ON PLANS, �.,;, . CONC. C.ONCRIFTE JAN. JANITOR SYM. SYMMETP'iCAL OR A8 INSTIZUCTJ=D BY ARCHITECT ORO 7TMINIMUM. -"-`�- - _---- - ---_--- - -_ _ ,- _ .__� � �►,, I Gifu CONCRETE MASONRY UNIT J.C. JANITOR'S CLOSET S/UJ 61DEWALIC WNER LETTERS AND/OR NUMt. ERS 7o BE 9 HIGH, _� n 1 CONN. CONNECTION JT, JOINT GENERAL CONTRACTOR TO TURN OVER THE PROJECT IN COMPLETE OPER. T!NG AND � l� � i ��1 �_��� � G�1 U � C.ONt3Tlf CONSTRUCT[ON T. TR,�AJ�' BROOM CLEAI`: CONDITION. CLEANING INCLUDES WINDOW WASHING AND G,USIING OF' ALL SMOOTH T I G TONGUE 4 GRuC)VE I CONT. CONTINUOUS KIT. 4c;(TGNET: INTERIOR SURFACES,. r--- cj. CONTROL JOiNT T 1 13 TOP t Bpl? PROPERTY PESCRIPTION.- r- 00W C.ORRfLGTR LAM. LAMINATEn T.C. TOP C* cURJB I �0NTENTS LAV. LAVATORY TFL. '1'ELEP4��IJE TAX MAP 251 10A,�� TAX LOT !iOla ! 13®0_'+ DEf"T. DEPAR"MFN7 LB. POUNp i F1. THICK pETV%. DETAIL LOC=. LOC ATIrN T.O.P. TOP � PLATE DIA. DIAMETER T.P. TOP OF PAVEMENT PRDPt''>;'i'Y BOI.?JDAR�" LiNE INFORMATION DcP!G'Ep ' I- IM, DIMENSION MA-L. MATER1,'>,1 T.W. TOE' OK W4'U-L ON THE 917E PLAN IS PER G.S. NO. 11,201 RECOR_')ED 3-11-81, A;D COVER SHEET NOT Af�l~'L. DBL. r7l1BLE MA:�. MA;r'tt�-I TYF'. TYPICAL WASHIWxTON COUNTY, OREGON, PL.4T OF }RECORDS. DN, r,)Mt4 r'tE:': t-SEcI'a,cwlcAL ,41 MITE PLA�1 4 DETAILS 1120"1^115G. ELEVATIONS ARE BASED ON CITY OF TIGARD MENCN MARK NO 130 PA �►OMNSIPOUT ``iEi METAL U.B.C. UNiFOR" BLDG. C01pE ;ELEVATION �Sbli TVN► A FOUNDATION PLAN, OTLS. 4 5CHED'S. 118".'?"i18G. DWG. Dpt.44 4NG tw C jp. "ANUFAC TUF�►iZ U,ON. UNLESS 01HESW 111W NOTED r)RI NK f NG FOUNTAIN M.N. MANWG,.r_ UNF. UNF INISF-IE D `�. ED'S 1/4"/f"1 ATE PRO,FECT i i'1iN MINIMUI-1 1'1"!90 01 T SiTE DATA: A3 PL-OOR !`LAN D TL S 4 5C_-4 15G E. EAS MIR MIIQF?+OR ✓G.T• VINYL COMPCITIC7N TILE. ,� i? i v PLAN 4 DETAILS 1 '8 fill OJu �A i A4 FRAMIN SG. ' EA. IEAC A MI13C. MISCELLANEOUS V.1F• /ERIP`r' !N FIELa r A a LOCATION: 1414E 3w. F' .ti.IFlC HIGHWAY f8• SIDE) 14%5 SECTIONS 4 TRESS DETAILS r'1ISC. SHEIFT E.J. i XI-ANSION JOiNT MA. MASONRY OPENINCs V".T. VERTICAL i ! BETUIEEN S.U. CANTERBUR`' LN 4 SIU. GAARDE ST. 4,r' EL. ELEVATION r1ETiM7L. �MOUNTED Lk u.'E51 � r TIGARD, OREGC*J AI'o EXT. E,-EVATION5 4 REFL. r_-LG::. FLAN ° �_ ' ' T Al ILk0,W.5I-i0FD FL4N, ELEV'NS 4 UE tAIL5 i�'!5C. �LIEY. ELr~vATOR W/ WITH � :,t; 2ONiNCs: C-tiGENERAL rOM�1ERCIAL. / ,I.�sR'c:_Ul_ ,URAL SALES) fNct-. ENCLOSURE K Nc�FtT}; W/O WITHOUT t E.P. ELECTRICAL. P.LiNEL KIL• NOT !! C7NTRAl�T WJJIF. y c GONST'RIJCTIGIh! TYPE: TYP_ vN AS GREENHOUSE. FLANS s UETAIL5 WEL'�ED WIRE FABRIC "� ,P v� EO/�"sQJ^ EGXZAL, NO. 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'fir .A, .,1 t!., r !: 'a Sly., •a. b'.t .• I' `br , c`• ry}'•'Y` .. , ,,, .r ,. �, i ! �} :T. a L ,r•:" a .0 .? 4 ill- x, ' '+.# . 1.r Y!V '` 1'f , . .. ! „" - if L: 'i' v+r' R w.. r. l NOT 1 i :lfq. .,, a:`r 1 E 1 �. a., •t• fM .y4... y, �. a• >t t1 F� +P ._t� iii .K'' . . .a. _ ,� d ..,, t• {C �' Ili v t 1 r r; ,sj �d'. �. - r 1. �:a .G :r• 7 t •' '. Pia''' ,P . �t f i.y ,• 1 Z ' ,� �kp� i.11 •i•�.l ,. ' N .. •�i .r. I - I . ' :j'ti. ^� � :....n. �,' Wt"r _ r .A r. .;..1a •'.. -.. � M .... J,,. - `r a t. i`c4' ,. it'�i�t' �„ .a.A t t• .-t. r' r ' D ..',... L, I , I.. : - ,y , . I r { _' 1 • Thus& notes wet minimum standar cis for convtruct3on. The drr,wirsQs a 1 11 VAull)S iio�'orn over rho fl5e,tera, Notes to the extent shown. " - " . $, l:ontractor shall verity all dfesnsianw end corditlons on drawirrcie M and in stele. Coordirvts rrJc•tiohs� of openings Lhrough floor3, y ` I P ! ' r'trol't~ and walls with arehitrctural, mechanical and electrical - ,.% . . ,, ,.y�,� - JOINT, E� slp� _ _--. �CI �• t.iwns. trutity oasllpn wpency of any discrep.,r►ties. `� ,/f t' " '�.',�� �. Cantrwc:tor sl+sll provide all nee ';` �ti'U , F.pc-( - - -• ._.._ _ ___..._-___--- 0 wrtsary twrsporory subpart prior to / ' a >_ . aealplotlon of vRrticrl -_____ T22'-cd'' ��-'7rt 33 - .0 `' end latera. load systeas. . - _ _ -_ _..__. _ _ �1_ __ _. -_ .._- 4. irlhert ratwronce is ease ter A$iM, AIiC, pCt or other stargd•rdw the ♦ '----- _� _.___ . latwat /seem aria)) a 1 - __ � m o rr • 1 'Q' 16 o O 3) �. All wgrw sh611 be in wtrict coarpllsne• with tilt Li1111pTa 8ulidlnp � ' !�� 1311 tl�9-10� �'� f'.� z w 4. '4-., ,, y . ,;tar Cedv ars a@rended py all o'ihrr state and local cotittfl Md bui.dlnq 2 G CE IG Q .a" ; 1!"' ''.•t rope l rwtrronts !h 1 q l.. ____._ r toll r, h at apply. Ct!, 1 f, 1 � a '. "' . 1r» 7*1 6. Dr.sipr: Crit�slc tRo _ F� E 1'eV-r�QII(' - SEE I iJ M. IrpY +� .� a. Wf of Load <anpwl. .. . . .zaal/.q. tc. I ; t lil I_' FL-AN 4E �. N©1' S. S��s" SNI�.� ��/ALL S� NEC:J�, E t'Caic 1 1_ I �� --- IQ �: r+ptrrt;�.�;� J.,• r. . ^d. . . . . . . . . . . . . . . . . . . . .. .BO m.p.h./l:wposurw b ' � __.•'1,- 1 `~.11.1L✓JkT � - t=�k' T• � - +bll'�IF � � � ;_41"' ��� `,� �1 �--� ` Ia'i NG E X �R I O� Wt.L l_,� NU.?•1� ,-••�-� A.'" i `��/ .( Seismic ... . ... , . . .Zan• l 111 cOL-D 'JOIN-�' i` r 1 ! \� . .. .. , . . . . Nr.T �H�r�uL.• G vS '�.�" PLY~`.aJ1:: I - J I 5 I `�3� w _ 7. Mecdl•awbritreur resent. rrrgt'�n1Ca1 a►r0•'tprinlrler pipirtq )ardor than - -""-- ; � _-� . `- other be hung by w syuast ApR�a��d ,the design woad own 30M tthai l 1/ II ,, M i '#/D4r MA,I LS CQ9 Co o O.G. PAN EL I toi&E .• -%._ - -•-- 1, _ _ _ , -- - p le r aduC t nq a lead aw`r 1lOo11 nh Y n agency. An ha pwr _ i 2t Q•... I�'I L.V. '' i --- . _...__ _-__ ._ _...- _ '�~ I << ♦ t3 v y• Y i3 WI D[: x I I---F-P -.AW � � , F� , •11 beep additlorsai framing installed ! ' I .\ - . ` ro �► r. }c to translrr thy )made tw taw main structural beawl6 or waifs �,.V`r�' �; i rl�lN �'Z N,�:���J I __ m �k <t y, K.i. f� e. Ot^i 1 r•wsw h•rwi'sa wnprovwd. ''1 -^"'--- - _.- 0�= POU('_I N Gr 'ra l_.A e'• 4F"I L L -- 51MpSt7f� F3:.GD O1Z Bt.4J \ _ - - _ ' _ 1 0 s a t r, r. a crow drawings, N I A• a k // , I � _ - -__-- r I - ;c. rt.1. • �� ,il7r .'Y FILL-EF.. .i-fP 6e. POSTS tti' P I -- T - r; + , �',, 1. " ' '" r 4"j, i b1TE U Ic �h 7 ,�`' �,C NJIrdC7'•.'rS ..YC Z 1 ` , l , _ '.J% r- - -� f $ ,,1 a `n ' lC A 1. FS r�.o ,J) `� a;��; ,� , , r r A.� 4 1 Z � o +1..R t:} 1 . H•aov■ •11 ran } �+ ,- - SAS M�TE121r��1- -' `a�1r ' G .`��5� Q t,. 1 y�.' � �-,II��PS�i4 /�I i 1 1 e tel: d r, building pr Qan>tc rrlaterial ir,d top soil Trom areas under the ��+ i`7 � / GJ ,' , . Jlrld•r paved areiie. 1-111::_ I I t� �>�i� � GFr N, iia-r�'a. I ` X. T _ Np"7A ,f I (a(`� 4� T �,I.i _ iR. FfII material ro conttist of any sail which is _oMpacifbltl to the �/�' .' i } r Tr.11o• »� halt u I ____ KIK,-T- C' J} I ( i oder the weather cr ndi tions at the ti" of - - ,_ • j i- Hvt ...owN - ��� �t_riw:w.,.� PLAN ri , f7` , R �, co trtrt,ction. Maxi�rua f•,artilCle size of fill to \ " ,j� :., )t ��'R ' dicn►•ter. Carffy ar9d dr be let:• than 4" ) "T'5r,.D Ew4 ;<Y -^.44112L; TYF' . �•OR r 1 .: .:r r 1,:��. I SlN1P`�:�}� < ,NET JCMIT I CNo;�: 1&r-Jb &TJC7b $ Y soils !f reGuir•d or use a prard►1sr NC)TE ' AI_I_ JDIi.J'T'� r�1�.'� pull -i"N�D1JCyH .` INT `:F�j' I I NU2'. - SF-F' T`�F� w �'�.1)�''S ll^�A i ON ; '0 �; '` n+atarisl. P:acw fil ! in lifts rtirt to e,tcaed 4" and cum wet to 9BY. ' r i:. ?--T- 1 1 . r. I 1 + Ftandard Proc,•or Ar,TM D694 under rooting• and floor slags. RE \'` r-, D . (tel. �I1� 1'_a, / •� ��Y P ►� • 8. Base m�terfal .mm rdl •tel under 1 V _ t- F'_r 2 X I L L - �.�E� H E�K UrAI_L I , I i m : ".� 1 I y slats to be 6" ayvr of clean 3/4" I I �� I tt...rlu,",- ' minus .:crrn::ted r rushed rule ComtJactwd to 913% 6tantlard Praetor `JI AEj - Jai ��T� -____ 'SC Ht:-:DOLE. +©fi x-I► I�I�Q w���C, �� 1 :.� 4 I � " _ -----_ 111 _. ,'. ,�u I t . HITT• `=-„<H�:Guto`E*0 I..►�F_ 5,4' 4<0 x 4 ► ! I f'rZ 1' ! e" i only _--_-•-_._. . - --__ ( L C_. ':;- ._ FOi1NiiATI AN< 11..72 T . 's � t0. - r -►•� - .,.p MDG., NAIL) UG -s' a ���� I GG�.D sol."I r �,AI = 1 ;��; .,,! "`,' 1. Deslgr► moil Pressure assun►ad to be 1300 pat LL les DL. 5 q" StA ;- S {� �� �F(sr)I _._. __......._. ._ _. ..._ _ r _. T ON Ra1.D> ' 1 0 O I + I ! I . .- ,- - - R `- , r } 1 P Contractor , r -)..-� I j � � ,.�. to retain • 11r_ensed � -_ y,.. __ ._.����,�� ♦�...�..rw � r I <,' pootr+chnscal a lover to observe foundation , /"� ``SI�� 'Ul,: I '01"';1P4 ., - okcavations prior to tarain footi --.�..' " . i IK\�/) 1��C7'1�+ �+ I I I I g ^tin co verify •seemed seal n i , 1 ' w .'�' sail Drest.urw. 4 - r I 5 MF f~ i B. A 1 1 roe t 1 s ""�"� I �' G ...r, _ 'art n1' c Y >� to near on firm, undisturbed soil or approved f II ?>., r,' "� , �'' *� compacted till minimum 18" below final grade. Notfly deafen •panes ' Z'- t tt . 11 �, Is I ' °4 �1 rt :�f'1`" G 3-Z O.C. i _�. Si..C�P� SL/.�3 t'I+` betartr proceeds i r an '� cel tS ` r►D y unusual conditions arm etrcountered Sn taw ,j -r J [ ' i 1 + I I 5a, 0Y.�'x''' .�. �OOninee i 11CrY�ft Ona. (2t 1 .� ,i __,� -� _ I" 1j;4"�I' I I�(rV. A ...JIN .' • 1 r�// It 3 TIS wy.,. ig. ,,, of ewcay.rtw closer than • 2tI slo • below ' b - - ,�� A, ` p too t l n r r.' l `? •).' r:r- - .. - g TO !? �.f T A� �.t 32 O•�... r✓a ' ;e,�1 T I ys. S OPF-ml i , . F mac_*. •T} ZE HO�p E tZoU HFP1 - . �..:� w. C1eon all tooting estcav•tlnne at loose e►aterial by t,.tnd. ,1,��',J � /,�'�, , tiNL1(- G' �i�r.c- C'F:k11J r ,`, f,��s 3. Excav*floors may be Made under rcpntinuaus footings for p1Des. ` sURr1I1K-1 _rolp RAIZe. _ \ P�I�TE ;i ;���'/$�„ I -1► y 8ar•kf ( i ' 0 / . z+' ,_ , t Ol i S PAC I- � . '_.140 W til I " 'i , �. ill w. th 3/4 minus cr u2)-pd rock compacted in B" lifts to 95ii I i + l !-e r �, c'i >A 5tantl�rd Froctor A5TM U6QQ. - ,'+w.�. �, I �r �I._ti,13 - SEE, �''Lp•N - - - � 4 I�j" o.<_. X L vf~i�t: - ' rs tp/f, 01 ,�11 - rl. (1, ' I V' +} � + r:9i -'� � �.1.;�r r e'. - _ _ _ �,u Ifs ,� - . 1' - I �•is '�' �� �. ��� ''� r '.� K� ry _ � ; �_.::. - �; I • a Do�'V�LS (G��lTrCi2 I� WALL, f i �v ,�r,�r3� �`Qfly�g� J �' ,�� -- -A's . . , i 1 Q a ' i rcow ` i -.71- v Ai.:1' H'���:>k' i�;I Q1G:TICK) vJ 1 1 L. � �, •e ' ;O t i)`'b�� IQQ . .`t 1 _ _ _ ��'. I t t P r I4 =r !- - - ----- - : ��. - l� 1 z�\ �\ �--+ '� I i \F3} `r i I i, 1 . 6trenpthr average concrete strevigth as determined by job cast lab -* -- _ J ( -1 v i ("�! 4 Hd1?;Z. 'T'G 0 _� _, _ r _1- `- -'� �"�___ y . - - r - i . ••�• rs. -- .i' ; ! Z« ;ya cured Cylinder to tie PECO psi at 28 days Pius incrrasa dependlna n I t-- - - - -•'- -L i-- L-J-- I$j1 !�.�• }-I�Q.,1�'. Et�ETWN• ; � - L l _ - -�1�`i __� . _. 1 J. ,S,vt.,`r• b _.4 0 � 1 I `s. upon the plant's eta^dards eevtatfon as specified 1n ACI 318 '� ,, e"f "•s , I r '0 �, P.F SiM���ON I ' ? 4T ., - - . 1 Mlnimurn Mix Requiremwntc: �c�u __-_-.•,__ _ y . � � ,wk •1 •. Ces►ent content per yard, 9 sacks except slaps on grade I f ,i .f" ✓c_H,,,_- 1.11 ♦, ii -A--- i FI _ _ _. ._.._ ti !v~ GDT I> 1G f= - I p I `-. �- "{ 1 i " r*, ,. ` .' :1 to by a /2 ..cks. . - ( I , i - G - _ _ H ---- -- _� - _ �_ .__-- 1 ♦ - .. _ i I I ,, , , �, I ;� I. b. Glumpr 2-s". DevfaUrrq frorO design slump +112" to -1" . - I u I .#:I IFL7� 1<CFi1.I RUN t�'�N'7 I - . i -- I ' �, ,•: c_ Air Entrelrraent: pwr ACl at all wxt•riur slabs. �Q _G �" p�rhl� '"rl-it"=2;_)6. -4 S11112MAL� I i A I I ��' t-�.� ' I , 1 d. Admix, wager reducing admix tPozzolith or equal) tar }- 1 P'00 -IN6'r j 1 -, r rl? 1 i all rlahs. �.._. 1� >z DF'�I�i(♦!Cs + >~ �X"T E�ip 3Q » 5E� Fc�o-rl N� 5cW1=G. I (: --- - 1?. P1 era and cure all cors-ate pwr ACI codes and s.andirds. ♦ ,,,'- ''' a, I ��j -. ___, ______ • _ _ _ . _ MIN. I r•1 1 O 'N I DE;Q (a0NT i A c� `,�, 9. 8lowws. piR•s or ccrrrruits of aluafnum steal! curt be errrbeddwH ir, Q 1 j1 I t i. 'i FOOT I N -'P'5. ' I,. 11 ., - z� 1 r� ,� r tgI J. ,f• + structural concrete t mess effectively coated. __. I I - 4 y "' ���4 _ .. -; CA _ ,Q� (� ' � 1r, &,1 I ,t1z tEIIi�ORC3N(i (crn"+rx TE) - r0� INFO 'Sall- NO'T'E L. - __,fir_ - __.___ _...__.._--- . 33'-Tv'_______..,.__________11__L___4 'r_ ,op- _-__ __--_____.-,_`_'-._ _..- _._ _.- - Of I i �) 1 11 t i I 1 - '' _ 1 1 • r` ! . All rainforcfng steel to be ASTM A615, Cradw 60. Reinforcing to b• t�-Elm I [� i I ► ) welder! to ne :,5tH ,706. Grade dp. 1 qZ fes. _ A (l _ - I 1 P. Fabricate ar.ct install rainforclnn steel according to the "Manual ` I I cwt. of Standard Practice for Datailinq Aefnforcwd Concrete Structures" -� _ - -1 /� -r'1 �'�._ , �- ' TY F M \/`\ A I L -,,-`'�"� ' , G � \` ������I�� �L�N � + Ii f4 ACI 9tandwrel 31•.1. ` � i, ,_ �.•• vy C- ✓ }-- •. - ___ r lfrovide 2 -0" x 2•-0" corner bars tc match horf2ontal reinforcing ) 111 it �I I. I - I ..fir, ""'1 '"'**"� ... �""-•-"""• ...Wp""-� "-"""'�"+ •'i' tf ---T ,- to -- - . _ .�_ _.___.�•_._ . _..__. _. - r'., . ''' -,•.�t.�fi in walls at all cnrntrs ands intersections. "" rr `� - .• (� I I , t` I ihA',t' 4. 6plit•e in wall and footing reinforcing tth•1?. be lapped ao / ,-- YF^"11 I • x tltaarlters er 2'-0 ' whichever is greatrar and shat I be atapgered at __ It . ! i poo�`f'-!".,''! least 4' a! siterrr•ts bars. ! r• •.tx;. , , a 3. t►rorld• $ - •�r continuous Gars at top and bottom and at • }�• i f „ , Ctscontfnuous end& of all walls. ` I ON f �rr ► °: ,r b. Provide dowers Erna toptlr►q to n►•tch •11 vertical wall, ptlact.•' , "�-'--`- `-" a, -:,"; ,," end co]iwria rwlnfrarclnq. Lap 30 diameters or P'-0" ainimua, r• J ��GLJ +✓� ••A g `'. n. lap all bare in intersecting footings of-O" or 30 diamiis STPlCTURAL ✓>V MISCELLANEOUS STEEL _..--' SIi' PSr�,,1' N It F"C1k � x da POSTS r✓' 1 I 1 `+ •• J I 1 (i"' , - whlche er i s prosier. �r �5�.�� �•0 �v P©S +.`• r;S�E - - I ler., 8. Vertfral wall reinfo-cing So be placed fn [enter Ot will un.tess t . Detailinpr Fabrication and erection shall conform to the Steel I , 11 �1 tit ' .o shown otherwiRa on the dra► ings. Horizontal bar rosy be p?•ted Corrstrur,!fon Manual of AI6C. ,T PLA N Fc)e. 1r ,"T SIiZIS t L,C.e.A-n, MA;cK SIZE. �r I !, Fr,-,, •?;..i NG , olther side of var.ical Aa-s. 3. All steel. to be A36 except •s noted. - / +' "1 __ NA I L- Tv S I L L_ P L �'i ,4) 117,E 14 a. '',"µ` ' }' ti " -.'4n Y'',,, ". 411 we?oa to be made b/ Crrtifled 4lwlders to AWS Standards with , -...._.._._.- ._. .. _ ___ _ __ _ ___ _ --- 'W • it`#r;a E^,UXX alectrod•s, All welds shall be three w•loa, unless Otherwise �. NAJL.S -10 ' ra; 1r � ► a r 17 ' o � � � t ' T /�y C6) i(o d `hl q-- �� x �1'I-oil I -D GSE N (4) #-�; �w4�E -,•T I " ' WWD F'RA"ING rwtsd. by an approvod fabricator. Requests for addltionrl Held iLA L, S. ..__-__.�__-r }C�� '.:I' ' Jnr_-. .a.. _.__.. , _ ..__ .... ..._w�.__.._-I-----__�...____ - .-. `` " I, ,volt •, shall be submitted ir. writing to the architect/ongInoer. 1 t �;J k" ---�. 3- I -O O S F ' (3) #5 line. aa`r t I .' s` 1. All laminated beams to be Douglas Fir 24F-V4 for simple span beams y. Bolt• to be ,307. Provide standard pinto washers under all bolt 1` .a,JI �I iC 1 '1 W. ' _ I -----__-__._._.__ 0 1 �"�i1 '1 • iu and IZhF-V8 nor beams- with cantilevers par RITC 117 specification. heads end nuts in contact wilh wood. � __ _. _ .. __ _ _ �__.___ �._._ ____.__.._,_ ._ ..__._.._,._,_ _ ___ . .; ; .., r Appearance grads to be industrial for concealed beaewf and QANB itfAIL f,iCUD TFttic�lES - 'i -a'-9" pl EP (G) 15 Coni. `ao-r �It7Q i r, + i,6" „ ;'-Ir 1# � Orcnttvatural for expo sad bQams, r ffi' �'". 1 , !. All lumber species and grades Co bw as to1lowe1 i -- - _N.._......_ !• _ ; __..... . ___ ,.___,.__..r- _r._..r.._..._____-_ a4 j •� I Irv' " i*'t,•i a. Joists, beams artd stringcra.. .. . ... .. . . . . .D/ M8-191! M.C. 1 . qli trusses •hall '.r manufactured and dwsign„"I by a prior approved 1 1 + It 1 tt -,• � �� + i r 6 %;,_ .,:.' ,a b. 6" nom. and greater beams and stringers M1-19% N.C. truss manutactu+ er to the fol )mein load re uirtrmwntsr <• -T to r- �•a• 2 -r < I -O DEE-P C.!]['-� ,, �l, s ,,,own Lz„_/l-. I r" � , -: 4S7 E: F E I NI~o No i. vt # ''' ' � ��•'" y;. c. ducks, blocking, bridoing and rsisC. .. . . . .DF N3 or better - -- a. Live Load Roat. . ... . . .23 psf basic snow load _ .. _ ____..�___. _.�-_- ____-_.__ _ _._ . . .-- r.. _ �; hr^'"' d. Structural 2x studs. . . . . .pF Ma-19X M.C. b. Dead Load Tnp Chord. . . . .18 est 1 1 i1 t II 1 F� ��, , ' ' ;Jr. •, . . 1I', I " I. w. Pla•�, sills, end headers - 1 •�►` ' . c. Dead Lnad Sot torn Ct*ord. f3 psf ,i� 00 E)5, , *; �1 t ^F rC. P• 7 r11110 .5 nl ' + wall Promin Allowable incrraase in wood roof ,lumber stresses dew to �. ._-_ ._ ,,& Si 9 -, q. . . . . . . . . . . . . . . . . . . . .DF N2 K.D.-ISY M.C. c _.� _ ..�_ _-. _._. ..._ ___ - -_.� _ _ _-..._.___._.. ,_ - i X "r' ._•� t- 1 i 110E duration oI load 15% mrxlmum 1,�7• 3r-d' X e-o" x e-d' r%ni✓P i �,21 its Gt ter Y� f ijoT � i Wj lr '�,a:1. � y' ?. 311lw, ledgers, plates etc. , e�bwddwd in __.._. _______ TTT or in r_ontact with concrete. -Pressure Treated Hem-Fir 03/ e• Uplit'. •s slaecifiwd in Detail 1�,l.4 `\ _ t' r'iliPB LP-2$-ilii 2. Lu+sber used to manufacture trusses► r•.aI1 be �ouglar F!r of M2 F �'W� __.__. _�_-____ __.____._._... _. _ _. -,.- .I-------t _._.__.__.�- _. _ u �_._.��. .I p, Pasts. . .. , . . . . . . . . . . .. . .. . . . .... . Grade er bet ler a.► detQrminr by design and shall have a maximum , ._._ ._ I C+ . . . . ,DF til-19ft M.C. ewlstur•o content of 13% at timo oT faAricatfon. . �ff -011 'K 1►'�rl DE>EP :A1�iT. ('q� � Cor.tT. •!"i.Jl� �Jr� l�-1 i ` I M IJ. Prior to t•bricatian o1 trusses. fair fol lowlnp shall be submitted -___..a.._,.�._-....._.�,._ _ _-_...__.__._._-____,_-___..-_-.._ 7" to the design t eruc for revlees r 4'. , . !. Ply«mod aheathirrp to b• C-•t3 grade with setter ler plus. Install q g y � . r. • « root sheathlnq wtbh taa9 pr•in pwrpendiculs,• to supports and a_ A chop drawing showing plan tress layoutwl individual . I i t truss elevations; bearing details with conn*c.tors to I ' atw4per end lelntr. lotto)) wall sf►eathfr�q either horizontal or supports) assumed truss design loading and rr•ramst@rKf 1________ - .- - _ - - , . - + : serticwl send blot,k all edges of plywood with Bx4 ar thicker ` bloeklr►4. and trusty member lorte4. - - --... �v.._. --•--_�. ._ __._ _ ._� ._ ._ ___ �._� .. ___ _ _._ --�._._..__._._.. ._.. ' r1•; I 1 `'� u•11 A . I 4. Frsirrl.np ancfrors, )mist hander, post caps, etc. , to be "Simpson'•. b. Truss deufgn shat: bw stimpec! by radia"�ersd Drepon _ ��-•-- _ /-�y! L_r 1 I 1 . I I If f w, !!. A31 belt heads and rests bearlrtq on w't.lod to be prov!ded with a onginver. Tiuss layout drawlrrp may be either starr►p7d by _.r. � _ - SH r-- � VV�/ `,j:.L �s.,,� �Gl.�l��,, 1 M " i waeher.. !rover or • letter ma be sub++!tted trba► the a inater / `y I i• I_, •1 c .ram '1 {r.' All nailing l i n •o sae per table 250 of the LI the' states trusses at-,# deers nod brl'soO on rind conforming L.7 `�= • == _ _ ___ar--.:. :r-s+-- _-•:.�•s-.-Z:=:•-_.�--:�•- --•r= .--,�•3;;="- =:= . - - _ - __�.-:._ __-..__ , i^; , q P D.... n a i l s c a l l ed for o n 9 --------- ..,.r----.r, -� 11 f' °< . >. + the dr-amines are to b• comms r. . t0 1 ayout aubeitte,. IN I I �{ ' r;I' ^_•,,►'. Cu.i'tirnp and »stGhlnq pf folwts riot allowed, 1 " d1aMRber Holt Iia C. A current IAD report for al l t1----o,,, i ''a `,121 NAI �•► 1 NCY^ Not. i�ow�1 51 (�.�- I 4: 1 Q YPe•, of truss beim _ .. . __ --•-•-- - --_.. _ ...._•----_...-_ __-_,.._-. _ iii i ". • ' • p� - b*•1lrlllw iM tat crntar i/3 of width of member depth. All other supplied. Also submit evidence of c,.•xpliance with all MA `JI'"II-����INC f '' �*'� 4 -•'* ' 't ,. Ftgytss to t+e s rpvtCl. Lttrprs required by ICE3f5 rs ort. • '�II`'H"`S'_ /,'`1GH0P_ F'O<,'T' EfiD -) to , ,,, ", pp v F=•',i•j1'�.L E;t�InS SIZE At�GNQ 6oL:.T• I' er . 4.. 1:tudo tawy be notthod in the lower 1/3 of than height of stud for d. Curient periodic plant in4pection reports prepared by � - _ T _ �TYP>~ '4 F501-T SOL rs PO` r - - ` air •lectrirr.7 and plumbing pipes but no part of watch is to be draper Endep]rirdent tsstirrq lab showing compliance with USC , r n r ,1'I - A, than !=k et a/Ota of stud. Fbles of d!•wsters up td 119 qir width Standard 39-17 and the submitted tCBp report. ' I�21 G�k `�L�t�1J, % ,,1 (� (Ai1 �,�,- P"i' ',f " 'e�c� irC !� 3�u G;i i I �; t'',; �.' .: of tlt..d ar•y Ds drilled !n studs but not fn center 1/S Ot hslpht e. Temporary tresis bracing and •rection requsrements,t It , /�L%L�ITIU� .L_ '�"} (�[� �/ ��``�rrarYr_ N I, 1 • _.- _ _._ _.._._.._ . _ .. 'S�, ' .t,IV 9. Thralw t8") In tondos and groove dwCkinp to be Douglas Fir- twmpurary braces require ele,rrents outside the bracing _ � l � r _ j A _.. ____f._.__ _ _...�•. ___ M M1 _ ,n -- ____ ,,,,,- _- i____„____i..l --._ --"-1 - �.. (,JLJc�(� J Ct7�. f LL 1-��/ -� ,� .4 .� .. F 1 l I ( 1 ComiserClel :1CX - 19fi atartiarum moisture Content. Install Jacking syct.;m to support loading from the Gracing; the »t"aour►t, r,1� `'car.-T `�, '4 •w7� � ��i�. � �. 4• o•L. I�C �.A �$ X .. L� ��2} $tS X (a, p7, .� yt 1p cJ, k !� �j( `,I,;;,. I I 1 ' � �/ i1�• n I truth tsnprae up, On west and eater sides of the roof install dlrectlon, and location of toad shall be shown -un theocx,tf NFX �NDI* -Cl, � .,.,,,_,.64--_- -_._.. __. _ _,3 _�..._- ._ ., _.,_._,_... __•_ ._ SL's.. docking qtr ,ITC tontro3led random layOitt, with following shop drawing. -t- "�, �I """ ridditianal cpthdttlonss q f. J�bsfto handlln and store a re uirements: Truss @Mould 5F- ,E M-0 GO4'�p BOL-Ts. �(C..) ( II N `A «N 7t Y(:?� 'f + • Z, 2 Cir ` FIT - X 6 154 * K4 a L C' -j-:e aL;,, L v g q ��.M .L• VV' �i 'cDX PLY'v�lD. G-' ©.c. tVt tS t lc I' a. All pial=ls shall be nailed to at .sr�st one 11 ) Joist Eno bw covered during storoyw and krrpt ! AKD PL-Aq- <"- - i O NOT rr_%AJT�P_- - .._..__._.....-_ ._.. __.._. ���,__._.4__.,,_.,- -N� .._.._ ..�_- .-�' ._.___ ___..,_..__.__ __ �:.1° .. .T_._..__._.•._ dr until the _ ,� "flaaters"I strut tura is weathertiynt, ; - n w - b. When two (E) plaeas buts on r s cedant. Heil each piece g. Method of attachment of multiple trusses for loa4 \, I I SILK. IN-TG t� Cf 1Z I�r x P�,rwc� h� ('n, J f`r)L� Hp7r�11 I x - .t� 11) r C�, 2 x _ PT ,� K !,o yp X QL_ �, re 24 to support. shoriny. 7� / / - __. _- -. _._.._.._ ---- _---_ -.r. - - -. __._ ..__..- w ____... tin north Ind south hips, install decking cpanning over a minue+um 4. Pr.. ride additional trusses as necersary to sup et rechanic•1 ` I • 'd'I "_` v 'r- � r . e1 tt'o (21 supports and butt all joints art a support. units. end sprinkler litems. Coordinate all loads and locations I ��>j� I iJ✓Tt.i r �{ �(• //(�/��( (�+�'�1} ' Atka each piece to supports with an_ ill hod far_• Hall end ane with r::Qchanlcal urawin�w. ' �-� "Y I rl V Lr'�ri U U VJ tAI �d tee natlr Cnurses to DO' spiked teQether with i/4" S. Tru.a erector sha) l exercise Voltreme care during erection of roof V4�' dil+tle:or rc 8" len w pikes at 30" on cer'trpr in tr.rsses to �revwnt tat truoses ,from buckling laterally. All STOP SILL PLAT:_ D �"'r, -y 4 D pre-Or111oc holeer - O 6L OCK AL4. PAt�IE.:. EC(;;__S (���� -'.; r ., -� One ft spike within 10" of each end of each pieces. •.arkmen are to stay ort truraus orifi ) �lywoud sheathing has been r , uUU�. ;bra=►II} .�s , .fl i c �+, ,. i0 Lap bolts are !u bw installed in lead holes as follows) Inotallud and nailed at !wast twice to eOch truss ar until t r t w. taw lead !tole for the thank ,hall have the same diame'•!e► temporary bracing iE installed that steerts manufacturer's bracing I . -'� STS,=C; � Lir ir.G)t.fi1`ICJI�IS h } i==l ! '� :A., , at taw ~hank, and thR same depth a. t!"w length of requirements. LIl i SHED rf+iN•' , iS r.l.l_•1 r7�'k F�/.. F _>:'.. 11 ::# ' k�A i.+ unthreatlsd shank. !r 6. Nuts? Installation of trusses iF nt:t to bt-gin until all workmen -j i`' --- -_ --•-�-.- - _' 0 n .-tea. ' 'fi v b. Tha load bele for taw thrwaAed portion shall beam a irrvalved with itis erection meet and are informed of the Y c, �� r ��ATIE PApJECTt r+i tl .� �,) ,AL.l.. I L/a 1r :.I l_-L-•� R,l..'_K«•11 I f•JCJ i� l*til U FY011 . - ' ,, d1iN►st•r equal to b0 percwht to Tt manufacturers' erection and bracing regrtirvments. h _� / , g144(- >I 1t r : . RKtwnt Ot i:�e shank I „ , t,' r- , _ , r r. - --- fi diats►oter !n 19treup xI spstlea sold a length equal to •t T. Truss ma►rufactvrer to inspect •I1 frescos after they have 'oven II d ,LIQ HpO�vr� NAIL I {�M�r�i/•.T1'- rj_.�.K11NC� �� � ►�'-il� � i� r . 1. r - , ]e•ft the Iw th Ot the thr•,ado "liortion. erected and sheathing@ bridging. blacking, etc. , %iss been � '� i Thi lh�readed ortlOn a taw s1Cr•w shall ba lnwwrted in IRs leaf Installed. ►Irnufar.turer to submlf certificate to architect ar A. II �,�' '` -To E�+G I•'0�1r A-r �J\... H r�1 �.►r V�lA.I_I.., 5t4V r,': p ',t hal• by turning with a wr•r►chr not by driwing with • hammer. wr►ylnstr than. the inspection was made and that istrussovi ars In � _ , 9440 wr' other lubricant shall be used on the serows or In t" load wcceptablw condition and s►vet with the manufacturer's dwnlgn end li, A.DbI irJPJ�.I� +� r , t ,,. l r , _1- 1 n���t~L 6rU�E NA1w.. tiF�1:.:,a'_.�•F ti'.I�• -[".� EN1~ F'',>'�. , Melt. to.faefttt•t• fhaertier and prevent damapw to t:te %crew. • , lsr•iwilatlan rrqulre,r,•+rrts. I 1 A . b, fi .p**, IBi'iEC:A�. l Tail+ I I UIJ1. 5r:. W(- _ 7 r�'i'"N��.t'�►'�rI: t:�1`l ►::�,r�, I.1 f '. . 1,�� 11 , i _ K. q. ctrl` ,% r` i a :,,":� .g - Al A. Boec,el /'�slp•ttlon shall be provided per Section 404 (al tet the �'", "„ , . d) Qr�eqer Stricture: Su wt:/a l ty Code for the i tem@ lis ted below, ' .Alf "�ti -I! , 1 f 1 d. Pldtwment tsf holdawn wnehor bolts. I '� ., ,,fie • " M r k c`a+1 t' , M ; °. . ,4 ,, wollinp RrOcwt' an tl a plans to bw field If L �LJ V V 1 mt. y' s, ' 'F �, I b. All structural ! .� ` r r .� `q ,; �' • y'. V Nrrldtd rth•1l haw, v seal inspection µdvltl b tl►• TI"F.rc n #y'► ' .id'f r+ �" r U f a y a •C 1 4 1 r - -- b 0 .) c .c , ,� y i� ,r +� p potter. Method of i'rropwr tion for oddi�lorr,rl N „ . t, r ti '' `h,A:�3 Qr;,i i r, rr ,Z`ati ?I ''� ) t ,; fii•Id welds requrtwtod fn Mrltlstr3 by tho tonin shall 1 - I 3 b 4!' IlCtarfoof1>� . .. ', be dateraiirood by the architOCt/engineer. '• , t IT N0. $UF' qn-02_45 win .`�,'r' '';6: ... f -Y w r• fedi '$� .1 �. �4- ,r 1: .1. ,..4r .,les .111' I r - 'f,a i'. '�; ', „" leer"' ►,, `+. r a'� .14. 1 ..,r{ .� , - �,.1�,. t f YrA fI ,r}..H t'•$ . 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GL F'4��EL- � i KITGI-il?.N CON SEA - � ENS -- G W.B ENA." TO L..ET llh1G S�.L � � -1 I u I ! ( 1N- CZ*44 5 F-A,1. .*�N 1 MA.M. - � � Zn 6i 0 -_ .. 9. 'N. 1'3. ENA M. � i Ji)�'}C.S1•�-' BAT►-1 _L�1•..j.-. k4L �,t�,eN1 J GVi.L. � --1► err ---- i — .__--_ _.,,__, U � �N =1% riao I IJ U I. ' pp 61 SLE _l SIG/�L �YM�.�L.:� �N �• Lf7�� PLAN I1?.o Vj 2cA DUPLEX OUTLET 14 a.F F U.N.O. Z - - - - w 12OV,/Z^.A FOUKPLE l OUTLET sl•S" AFF. V,tJ.U. 'n r iP � j I � .. ___... . _ _ _ ____. __ _ - - . ..- - - -; �._..._1 _ .. - - - - __ ._ __--_ . --__,.-- --. _ _ ..J � � i 1 TELEPI-�vr�E: OL.r1-L-�-Y — 12'� A.F. P. U.N.D. _ ..� Wr �+ 120\//20A DUPL.I-X OVTLET FLOOR NOTE : Fe>1± L16HT FIVT'jP-F SYMk JL. - SEE SHMET A.cB. I r ! n ,f I I- i TY�'E MAT HA;,, THk • • • 1.%C7' G3 E�" r N } \1 l ! { I -,I _.l I Z K / R ,c ; ' , EZ f-i C VV;J. • I xI VAI W Ci I 1 I . 1• w 1 it iia I I I I I I I I -- - _ _- - .� • n �a . � X I C H MTL. • • I IN:•I,�L/aT'EC� 1 F ;C)�Z DP-AIN PLAN, SHF-IrTIM 1 --a- M : "A L HOSE 1 t - •�}•r Yid•', _ y3 SIBS ; 1 Y , 1 t, a I I ':Sp 40 '' ,Co 40 Uo, 40 I I rti� INy,���• ,• , t C3) INS I✓XC�• oal-• ' I ' ti• 7` !C I I I I i 1 I ' -.MI ,` I � 4 II .�I� I �� I � . '„•�'` 'i' G '' ( I • A►� f _ 'k .� �.- ice._ a _ _�! __.l j i ( i �\ ,� u 1 11 3 3 -9 2- zv - 2 _------� - - Of 4 y 42 I - _ _ . . .._. b lb All • FLOOR PLAN 1-r�._H F to GA F;I � r� r- ,I L_ -1-' I Olt it I . w/ 70F' 'r �T12vSS 4 -rRi til M:M t✓� Il5 -- CYTO VA LOFT `C Thu< � 'L x 4eA ILA PLANI a" r7 . �•_ �o j OIAI'E '11�I�IIECT 0 1 t 50401 -I — i 4 ;-Tv�S II 3FIl:ET �r 4.IwALI.�, ,,Lt. /6" I _ n '- �`� �- /s E ' 'I 7- 1--.Al.. 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