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16200 SW PACIFIC HIGHWAY-24 =_-__ - - --- --- _ SHEET NOTES _ 5 17 - - -- _ '' •.. ..• • .� �. PRE-FINISHED BEYUNDROUFING SYSTEM ). INTEGRAL GUT'f ER -- - -- - - - ' �'r 4 EXTERIOR FACE OF COLUMN WITH ANo0I2LD ALUMINUM BY STORE FRTMANUFACTI'AEA. (TYP i cx� 5. 6x816 BRICK, SLE COLUMN DETI.IL A-2, 1/7 FOR SPECIAL BRICK COURSING. FIN.�LgplL -� = 6. CMU TRASH S SUILURi M TH HA NIGH BULID S W17RY CAP, PAINT TO MATCH SHOPS BUIL,DING4. CMAIN 1.IMK GATES MI'RN RiD MOOD 81.J►?5 ---- F_- 1 1 +�Ily' AND HARDNARE AS REQUIRED. SKYLITE, SSE A-4.1/7 8 MET\L PARAPET CAP, SLE A-4.1/16 12NORTH METAL PARAPET CAP, SEE A-2.4,4 EAST ELEVATION ELEVATION I LSE lo. LINE OF CANOPY BEYOND SCALE: 1/� ''x' 10. SC,'LEi 118'- 1'-0' 11. TILT-L'P CONC. MALL PANEL, SLL STRUC7VIU►i 12. SUPPER, SEE A-1.4/10 -- 1S. LINE Of SOFFIT BEYOND. FOR FALSE SOFFIT SIM At PILASTER'S, t i e- (`Il ' SEE A-2.4/13/ --''---_-'--_ I '� � \ 14. lo'-o" HIGh MA8ONRY OPENING, SSE A-2.7/5 FOR O'NORt FRONT ave- - -. -n-,/MERE� G-E,"L :OTIOSE. E CAI- 15. NOT USED 16. ASPHALT PARKING IAT (N.I.C. , SEE SITE DRAWINGS) ----------------- i 1 I N 17 (LANDSCAPING ANJ SPFINRLtR5, N.I.C. , SLL BZTL DRAWINGS) - 1 !A LINE OF AWNING I.BOVE --- 0 V/ 19. LANDSCAPING AND SPRINKL.LRS (N.1 C. , SEL SITE DRANIMGi) 20. BROKEN LINE INDICATES FUTURE EXPANSION C� -- 4" C'ONC, SIDEWALt W/6x6, M1.4x1111.4, W.W,F. ,ON 40 GRAN• FILL 02, DOUBLE !.INt INDICATES EXPANSION JOUR, TYP. - - - - - ICA 23. SINGLE LINE INDICATES CONTROL JOINT, TIP. _ r���E ' 24. DOWN SPOUT (CENTER ON PILASTER) , SIX A-2.2/6 SOU'?'H ELEVATION b k G-�' , 25. ROOF ACCESS LADDER, 3HELT A-Z-13,181 � I 3 &CALE: Ile-10 7_ N � 26 PIPINGBUILDING/SITE LIMIT BEYONDLINE, BUILD NG/SIT11 LIMID UTILITYT LINE,POOP DRAIN UMIMS l�� OTHERWISE INDICATED AND CONNECT TO TME LINKS INSTALLED BY SITE CONTRACTOR, VERIFY AND COORDINATE LOCATIONS AND INVERTS. 27. GLU-LAM BEAM BEYOND (TYP. OF 2), IEEE STRUCTURAL a' • 26. PIPE BUMPER (TYP. OF 4) , SEE STRUCTURAL STORE FRONT OPTIONS 2e. PIPE BUMPER (TYP. OF 2) , SEF A-2.2/4 29. 4- CONC. SLAB W/6x6, W1.4xW1.4, M.M.T., ON 4• GRAM LA;l FILL 30. GAS METER AND CONCRETE PAD BY GAS COMPANY PER GAS COMPANY REQUIREMENTS, I 71. RAIN WATER LEADER FROM ROOF, SEL MECHANICAL .I 32. NO. SLAB AT BACK 5'-0' OF BUILDING. •1. 77. CONCRETE STAIRS N/TREADS AND RISERS PU DIIRMSIOISR M PLOOR n PLAN. REINFORCE STAIRS M//4 VERT. BARS AT 12-41I.C. AND 14 do OCBAR AT EACH NOSING. U �P' 74. STAIR RAILINGS OF 11" OIA. GALV. PIPE (PAINT), 8122 AS BROWN ON FLOOR PLAN AVD ELEVATION. l \ OAP a 1 or , ---- -f3,,0---- I�, _I13 .• ' @� 2-�------- --- ------- -- n -2' o' O. G• • - ................. OVA.- ., -_ - • • I I ;�4, : - ! \ Fri, \ TO F = 98,&7 _ / (SIM. 52 1 5) ( Tylp, � u I ( I II Go �r2oL olur e .s2•I- --� ' I I '11 �` - 1 -{___ 411 3/4 - - - -i cr ! I � e U' m 49," TJH" (F 4'-0' c.c. JIJI ESS �1oT�D N lii ` _ - ♦ - - - --- I o I Q I , 2 I 0 53..3 2 _QI o I i ' P =O/ED FOR CONSTRUCTION PRO CT MAIK II b-•�3 CITY OF TIGARD WIN• 4 LOW&, S , �0/ &i&- DRA� PER IT N SITE ADDRESS,/_, k vv 1.4 -1 \,J 1 ,4 W,w,F, z ( �1�. r=�� E�:v. = 174- ,00 1 I -� _ BY TITLE Ill ;j.!h1 DATE r Q I DaTU I-1 = I OI TUALATIN VALLEY FIRE MARSHAL OFFICE_ I I t 1 + APPROVED . . . . . . . . . . . . . . . . . C] !! CONDITIONALLY APPROVED. . . . . . . ' I i PLANS IS NOr I AN APPROVAL 01 ;i APPROVAL OP P j I I i s I dA119SK)N8 An OVSIiBIOMTS. � l i I `•I 'i CEA LR�f6A. . . . :55- LEP.\/E LAST of r,i.A•g UOPOU L-EP L11J 71 L OTILI j'I ES #,Z.E PL AGED T.O.F. = 160 / I ! AT SHEET TITILIK I I cs I M , i (7il ----- # , A=1&26'3 SHOPS RC1 FOUNDATION PLAN 5 SHOPS C1 FLOOR FLAN SHOP 'C: ROOF FRAMING PLAN PERMIT I%10. a9a(38(? "' 1/60 -11_011 fig"= 11-00 e.E A 2.1 i '-t•NWMQ='.'11)r .. � ...�......,..+..,..._.-...............w..r.rw......MwnN+....e-...... ..,,.... _v....-....._._ ...-.w..,_,._.+..rrw.ww..-,_-.. .•...�YYI•,+^ _ ....,,.,. ..e .y.k .... _-_ _ .J•f I III111il11{1111111{IIII111IIII`II1�•11111111111111{II11111'Illllllll�111t1111`1I111I11111I11 ILII{11tIIIIII Jill III 11111111111)1111 11lIII{1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIII { 2 3 4 5 6 7 8 9 10110 11 12 NOTE: IF THIS MICROFILMEA) DRAWING IS LESS CLEAR THAN f THIS NOTICE., IT IS DUE TU ► �, �' THE QUALITY OF T% ORIGINAL ----------- DRAWING, OE 62 92 0 92 S; lip EZ 22 12 02 61 91 LI 91 SI /'1 EI 21 11 01 6 9 1 9 ► E 1"•"" fi ' r ►111NUlnnluu{►u1�un4tHtlnttltN11N1111N111111{NuluulnN�ndun�+nl1NU1HIII1111111y)11111111111111111111HIIIt1U11IIjIN1111111111111NII�IIII�IIilI1111�111111111�111111111�111111111�I11111111�U11�INIIHn�INIII11111111�W111111Ihi)IIIIIIIII�JII�IIIIIIII1�IIli�llU�i111 APRIL 11 1991 . - .4 / `•� t K Alke bTOTAL LAND AREA 9.4,3.5 SO.FT. —_ Cy pMWV L . _ 1 IL�tY �.Il•1C ��_ _ � ' BUILDING AREAS: � - _ OlAM//1w1 ROAD y�i�o�t r 1 ru+o oftroft *.- MAJORS - 117,205 SO. FT. _`—_ 8AOPs - 45,600 SV.FT. 1 00 Ile; t SHOPS EXPANSION - 13,243 SO.FT. 7T J� PADS 18,950 ;50.FT. IF GTO '�°y� ow '�•d' _ H '�c s'-o'er.-II�I'•o" 44'•�u -I�r. a '- -� '_ ;,v,l � �I I �,. v loo ,►w PAD �� a -- FJ TOTAL - 194,998 SOFT. OR 20.40% N - � oo _. _ 41 J , , 1 V ' LIJ LANDSCAPE AREA - 198,495 SOFT. O 20.759< G�1- o - -- , t- toll"- 8 46 1'K ( 1K 14 t , —' AVING/WALKS AREA - 562,882 SOFT. OF 581.85 P cD0�lA1d'S - ,,,Mi , o' zo'-° I cr • TOTAL PARKING PROVIDED - 849 �.. � _ + %0 .'*` � � 1'`_''�-�� -,� t ••. ' �� �I�� 1 r h � /J Fw ... -�.* ^_� � �- .� I }— At Q P 'to,Iwo 11 3 _ �t ✓ 1 /� fJ•,lp �IiJQ �,�11► �f /y �;•d �-fid -� .•M � � �^ I• � II �,�i � �,,). 1 �_,�II , � / F•=.••'' � � "` , --+- �L�'�"'— - -� -•� -' #_= -;.�. .. 'a�� .. �— j'!'0� !jG }:O'� '• } S. X11 4�(w �OI' ♦ • .� I � \ •, --.�_ �� r � � ICJ Q.i Q ' `i -4- cl� I Q GII o'(�'� I ■ Pas G Ido' b*,,1141-op� t�°'o" ��lp:R�" � % ,�. , Iil+ _ Ow1+llvd�- _.. — - - - -Yr,c,�. ...�.o. � o IG, _ r�-�t ` I I ---� -- 4 ,� r cooI Ga y) ..H , 1F r0 ENTRANCE ENTRANCE i� :'a `LL • i by � ELL R E STATION oil 1 ot� O , •�' �I GI d SHOPS MAJOR 2 SHOPS' LA PETITE I ` FIN. FLA. . >>e FW, FLR. - 175' - 4,297 S.F G�10 SR \r 0 �, a w 12.600 B.F. 0 _ ■ A\ FIN. FLA. 177LA- �i.tH qqo u. t9 PAYLMEI S7lI-�I 43 I .• oe _ 27.465 S.F. % I V t - \ FUTURE o +"L• _ c;.p1 r, '� O' DEVELOP lFMr s • �� resca b uss.,'r` 'gps AREA X11 1 t 6D off„y 1 '� �b-O + ' (, o M �. 06 V W 611" OI)►R WASH 0 �_ I Ibi: a ,�" �� I • N .. ..._ f O NO PARKING '1(i '14'"4n o iF O M' a J ZG' 1 --------i f on LOADING3�ZK�----� �----�TRASH `•---ti�. I o _Q SHOPS 'A' 0 COMPACTORFIN. FLA. 176 Ih•o� g ! - 00B.F. {' - SERVICE DRIVE 10 a tD 710- O N SHOPS =� mol►'! ` Q o �r 1 0 L.Il.le V) J o s Ld . l o � � �L•a. 1 r�-o.I SHEET NOTES Z z GENER L NOTES W I. TME ROOK or RPtcIriCATIONN IN PART OF THIS CONTRACT. C\ SOa parking stalls 10'-0 Wilde min. with �" wide minted Lt P Pointed Leland v/4" wide border and 4" wide diagonal stripes S etripinq (two costs traffic yellow) . Spacing as indicated. 2'-0" O.C. inside of bcrd•r (stripes and border painted o N \r t 2. CONTM SMALL VER>♦Y ALL 02MEMSIONO AMD CONDITIONS PRIOR with (2) Coats traffic yellow) , typ. Dimensions of painted (X +.. Q --- `, \ / TO ANY ME SMALL NOTIFY THE 4MCNITtCI O► ANY DRICRLP- (B ) e0r pparking stall• S'-0"wlde min. with •" rid• painted Island are the sue as planter dotal) W ANCIES. CONTRACTOR •MALL Bt RESPONSIBLE FOR ALL WORK striping (two coats traffic yellow) . Spacing as indicated. I z REQUIRED DUE TO NSS ►AILURL TO DO S0. \ z I p (C 900 parking •tally 10'-0"wide ■in, with a" wide painted (V ) Retaining Voll , •e• Civil Drawings. Q Q •\ t , 1, Dv NOT SCALE DRUIN�NOS. striping (two coo t• traffic yellow) . Depth ar tndlcated. �/ (� a OM 6'-0" high chainlink fence w/redwood slat.•. `"� ) ''' \, \ ',•'+ ''t'. ''v '' � •. CONTWACTOR /MALL RE RESWNSIBLL FOP OBTAINING AND PJ.YIMG POR �D ) 9 0a parking stalls 0'-0" wide •Sth a• wide painted striping 1 . ' N I ,., ...�. �... ,rte, ,. .. .'r;_-i,..,.' ... Vit,.. '. ' TNt CLST OF ALL INSPECTIONS AND TESTS INDICATED ON THE ►LAMS (two coots traffid yellow) . Dept, a Sndtcetad. lancer t "''•"Y,""'\' '• P in sidewalk (construction of sidewalk not included Q U AND SPECIFICATIONS, MID/OR REQUIRED BY AXI GOVERNING AGENCY. 1` - `• . n 1l site contract See applicable building drawings for l a �. � . ', •, •'\, t +, .• U \ l N0•• compact parking stalls a'-a^ wide with ♦" wide painted planter dimensions. Sam Land•c• • Draw:n • � � W 9- CONTRACTOR SMALL VERIFY THE 9I:2 AND LOCATION OF ALL UTILITY / striping (two coats traffic yellow) . Deptn a: indicated and Irrigation I 9 for landscaping I LINES (NATER, S"n, GAS AND tLtCTRICAL INTO THE BUI�ING, tech compact • ace to be . 3 (landscape and Irrigation are included !n o U n . " site contract) . / �• 0 ) COMPACT' ONLY /n e" high ll�itt•rs, with yellow pai.tt to read Q e1 FROM TURNINATIOM POINTS AS INDICATED ON THE 7Li1110, RLJ►DY FOR r � , -• SERVICt. � ( Yl Bicycle rack, see Speciftcarions. I Landscaping and Irrigation system, a• Landscape Drawings (�• �+(s J111'1•�p� S, ALL MATERIALS AND WORK TO CONFORM TO APPLICABLE GOVERNING for extent of work. � - y ' I CODA AND REGULATIONS. l2 •"x72" precast concrete parkinq bumpers w/bolt anchcrs to G A.C. paving, pJtvinq at each parking space .• shown. Locate bumpers l'-0" _ 'KEY BANK -o (� I pa nq, sem Civil Drawings for paving types and extent DRAINS DATE M •'t t' ,`� ,`' '� � i away from [ace of building. 7 CONTRACTOR SMALL PROVIDE IVBLIC ►ROTECTSON AS MLCLSNAAY PER of paving. „ I 21I feu h r' .` 0 ` '` ..'' � ;.;.:\.'.t. ALL APPLICABLE CODE REQVIPLNLKTS. � Planter island, se• � JP (J (I, *1 $ % � t� Handicap parking stall and painted side isle with a" wide - 9/4/87 1{ painted border •tri 3 «- t. '., ,t. +, ` COORDIMATYt ALL N .T: IMP►JVEMLN'T WORK WITM BLEEDING DRAWINGS. W W and 1" wide painted diagonal stripe f - 2'-0" O.C. inside of border (paint striprnq and border w;(1) -� CHECKED REVISED r 9. FOR BIDDING PURPOSES; 1. ON-SITE, SITE IMPROVEMENTS coat• traffic yellow) and pointed handicap • of !B Planter island and kiosk pad, ••• W P Y'� per detail � IMCLUDt ALL WORK INSIDE OF PROPERTY LINE INCLUDING THr � N PREPARATION OF THE BUILDTMG PAD U.N,O. (GtNERALj,Y EXCLID"I1G Iz.-.� C�C Gas meter andad (pad b buildingcontractor) WORK IN RIGMT-CF-MAY DEDICATION OR WORK INSIDE OF BUILDING I , Painted directional arrows per OSMD standards, see sht. 3i ✓ p p y PROD CT LIMIT LINE). 2. OFF-SITZ, BITE IMPROVDMI(TS INCLUDE ALL DD Mater meter 8649 \ tt - (p1 X''0 WORK OUTSIDE 0► PROPERTY LINE (INCLUDING WORK IN RIGHT-OF- Painted stop sign per detail , \ 3-I&'06- 0• �' WAY DEDICATION) . ]. BUILDING .ARK INCLIIDG ALL WORK INSIDE r t :� ^ ; :,•...'+.. .'R•,• :�.....'. BUILDING LIMIT LINE INCLUDING ANY WORK OUTSIDE OF WILDING El t 1 1 transformer EE •c r ca son• ot�er and pad (pad by site contractor) LIMIT LIME NOTED AS BRING A PART OF BUILDING NOR( (F`ICLPTING (4) alsofor street and right-of-way improvements, • Civil coordinate with bu11d1nc contractor. SHEET TITLE THE PREPARATION OF THE BUILDING PAD.) Drawings. TF Trash enclosure by building contractor. AACHfI'ECTUAAL Concrete curb, see Civil Drawings for curb types and GG Sign (not in contract) SITE PLAN details. Ramp to be included in Off-Slts Site Improvements for `-� It •• ' � CMI for curb at 'anter Leland, a• deu11 �-� �� '� p- bidding purposes. (I) Fire hydrant, see Civil Drawings. NORTH CM) Planter island, •!s• as indicated. bR Id \ - - -----. ► \0 I Planter island, mem I Pipe bumpers by building contractor �inlsa noted otherwise. SHEET cC_ Otte contractor, e• dotal) SITE PLAN Planter island, see , , Pipe bumpers by s Building it. Limit Line (o Planter Island, me _�_ � .�w_.._ __ .. .. .. .. . ... . . . . ... . . . . .. .._ ._._ ._ ._ __ __ ._ . .._ .��_._ _._. _ _._. _._._._. _ . _ ._ ,_ ._ .,._ ._,•_ ._ �b� rGl\ Planter Island, see 1 Planter Island, s•o Planter �NM Grosso trap (N.I.C.), see building drawings. B 1 Is1aM (T„ , , •oe . ....... �� 0o ught role rase, see `�. �,:.>?�,; � ,.. „. . „ .. .. ..... . ...... . �•CI11rIN�l• IZ• ., ._.__ t\t� Rlan"ar island, see _. ..,^_,=75!>•..G!,Is,p'nm+mSllNanaal.-�.... ,11I11►'t111111 1111111 1111111'1111111 1111111 ,111111 1111111 (11113) 1�IIIIIIII111111 111111 1(1 111 I1II1IIII 1111111 IIIIIII IIIIIII Ilfllll VIII(, 1(111)1 lIII111111111I1 1)1111111111111 v — 1I I I I I I I I I NOTE: IF THIS MICROFILMED I 2 3 4 -_-� 5 6 7 t DRAWING IS LESS CLFAR THAN --� � 1 THIS NOTICE, It IS DUE TO 111F QUALITY OF THE ORIGINAI - - - - -- DRAW ING. 0E 62 R2 L2 9z S2 bt E2 22 12 02 61 91 LI 91 SI bl EI 21 II OI 6 R L 9 9 b E 2 1>'•�a" 47 IL ' 111(11111111111111111111111111111111111111,IIIIIIIIIIII11111111111111111111UIIIIN,I,IIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIHIIGIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111HIIIIIIIIIIIIIIIIIIIIlII111IlllIIIIIIIII1111III�UI111u111u1huIII1n11nllllnhlll�llllllu�lul�lu�llllill)nlllulhWbl(i '� APRIL 11 1991 7 , ARCHITECTURAL ROBER-, L. HAN111.1 )R. OD } .100 NORTH 6TH STREET IiOISE IDAHO 83702 09 NIOSERT L. (2 0 8) 34.1-4b35 FIAMiu����afl) PpRTIAMp. � ;:1 STRUCTURAL 0 TIGARD TOWNE ARS S�� H;�KR{St3N ENGINLEKIN(; 12U-1 WEST 8th S TKEET �,%RIDIAN, IDAHO 8364) (208) 888-7107 SHOPS BUILDINGS 66A999 "B" & "C" _ ELECTRICAL --- --WESTWOOD CORPORATION 2.136 ORTH ENGINEERING 21:16 NORTH (:OLE Z BOISE, IDAHO 8.1704 0 3030 MOODY AVENUE (208) 376-4673 0 PORTLAND, OREGONa: c PHONE: 222-2000 0 cc ABBREVIATIONS GENERAL NOTES SYMBOL & MATERIAL LIST DRAWING INDEX w A-0. 1 TITLE SHEET _E AND ELEVATION REFERENCES-F E R E N C E J C A-1. 1 SITE PLAN = V! AT N. NORTH 1. THE DRAWINGS INDICATE LOCATION, DIMENSIONS,, REFEhr*.CE, AND TYPICAL DETAILS OF CONSTRUCTION. A-2.1 SHOPS "A" FLOOR PLAN 6 ELEVATIONS CENTFERLINE (N) NE.J THESITE I DRAWINGS DO NOT INDICATE EVERY CONDITION: WORK NOT PARTICULARLY DETAILED SHALL BE OF A-2.2 SHOPS "B" FLOOR PLAN & ELEVATIONS V DIAMETER OR ROUND N•I.C. NOT IN CONTRACT N0. OR NUMBER CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. A-2.3 SHOPS "C" FLOOR PLAN 6 ELEVATIONS D 1 A.E. ANCHOR BOLT NOM. NOMINAL 14'--0" A-2.4 ROOF PLANS 6 DETAILS 0 A/C AIR CONDITIONING N.T.S. MCT TO SCALE 2. DO NOT SCALE DRAW;NG, 'y -- BUILDING SECTION ELEVATIONS FLOWLINE, SWALE, CREEK A-3.1 Not Used Q ACOUS. ACOUSTICAL rLS. A-4.1 WALL SECTIONS & DETAILS AL. ALUMINUM 0.C. ON CENTER ALT. ALTERNATIVE 0.D. OUTSIDE DIAME' FR 3. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR, THEY ,QQ APPROX. APPROXIMATE OPP. OPPOSITE SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION. • FINISHED ELEVATIONS ON GRADING PLAN --' - -'- - -- PROPERTY LINE S-2.1 SHOPS "A" FOUNDLTION PLAN ARCH. AP.CHITECTURAL ' �5- S-2.2 SHOPS "B" FOUNDATION PLAN �.. AUTO. AUTOMATIC P/I, PROPERTY LINE 4. DETAILED DRnWINCS AND T_ RGER SCALE DRAWINGS TAKE PRECEDENCE. OVER SMALLER SCALE DRAWINGS. O0' S-2.3 SHOPS "C" FOUNDATION PLAN AVE. AVENUE P.LAM. PLASTIC LAMINATE. 11 PLUMP. PLUMBING • EXISTING ELEVATIONS ON GRADING PLAN - - CENTER LINE S-3.1 SHOPS "A" ROOF FRAMING PLAN Q �/� 3D. BOARD PLYWD. PLYWOOD 5. CONCRETE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS. S-3.2 SHOPS "B" ROOF FRAMING PLAN ^/ BLDG. BUILDING P '. D PATER TOWEL DISPENSER ` . 5-3.3 SHOPS "C" ROOF FRAMING PLAN BLK. BLOCK 6. MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND ROUGH OPENINGS. O BLVD. BOULEVARD P RADIUS ME-2.1 SHOPS "A" MECH4NICAL & ZLECTRICAL BM. BEAM R! REFERENCE r, T B. BASE of CURB P.L. At:JIRED 7. PARTITION DIEENSIONS ARE GIVEN TO THE CENTERLINE OF STUD UNLESS OTHERWISE NOTED. i ME-2.2 SHOPS "B" MECHANICAL ELECTRICAL• (�.I BOT. BOTTOM 1w ..bM PLAN ELEVATION SECTION_ ,SCHEDULE REFERENCE ME-2.3 SHOPS "C"-MECHANICAL 6 ELECTRICAL , 9.U. BUILT-UP R.0. HOUGH OPENING 8. DOOR OPENING LOCATIONS ARE DIMENSIONED TO ROUGH MASONRY OPENING. SEE DOOR SCHEDULE FOR j•• V� C-4 CABINET S.C. SOLID CORE DETAIL NUMBLRS APPLYING TO EACH DOOR. C B. CATCH BASIN S.C.H. SEAT COVER DISPENSER DETAIL C.C. CENTER TO CENTER SCHED. SCHEDULE 9. SITE WORK AND PREPARATION OF BUILDING PAD TO 8" BELOW FINISH 1/2" - 1 �0'F ----- SCALE CEM. CEMENT S.D. SOAP DISPENSER FLOOR BY OTHERS. (SHOPS BUILDINGS CONTRACT INCLUDES 4" 2RE: 4.1-1 (6.1-b) SINGLE OR MULTIPLE REFERENCE BACK TO SHEET(S) LL CLG. CEILING SEAL. SEALANT CONCRETE SLAB OVER POLYETHYLENE VAPOR BARRIER (MINIMUMS CLR. CLEAR SECT. SECTION " ( WHERE CAI-LED OUT OR COVERED ♦ , '^ CMU. CONCRETE MAt:ON?:• UNIT SHA. SHOWER MILS THICK) OVEP. 4 GRANULAR FILL) . COORDINATE ALL WORK �- I �.! In C.0. CONCRETE OPENING JR SHT. SHEET SHOWN ON DRAWING: WITH SITE IMPROVEMENT DRAWINGS DATED APRIL REFERENCE NUMBER ON SHEET 4.1 Q v CLEANOUT SIM. SIMILAR 1987 & ADJACENT BUILDINGS BY OTHERS AS REQUIRED. COL. COLUMN S.N.D. SANITARY NAPKIN `>� _.-_ ccr+c. CONCRETE DISPENSER � � - SHEET NUMBER(S) WHERE CALLED OUT Q. CL"'T. CONTINUOUS S.N.R. SANITARY -NAPKIN IO. WHERE NO MATERIAL NOTES OCCUR, THE MATERIAL INDICATION SPALL _ v CORR. CORRIDOR RECEPT„CLE INDICATE MATERIAL TYPES AND ITEMS. -DETAIL THIS DETAIL, SECTION, ECT. REFERS TO � C.T. CERAMIC TILE SQ. SQUARE 7 "W SST. STAINLESS STEEL N DBL. DOUBLE ST. STREETLj HT1 DET. DETAIL STC STANDARD +rl. D.F. DRINKIV- FOUNTAId STL. STEELr C6 N DIM. DIMENSION SC. STRUCTURAL SECTION AND DETAIL REFERENCES /V/�' In CN. DOWN SU^P. SUSPENDED _- _. r TRU 00 DWG. DRAWING SYM. SYMM=TR1CAL BUILDING Q (E) EXISTING T. TREAD BUILDING SECTION 2 4 EA. EACH T.B. TO'.EL LAR E.B. EXPANSION BOLT TEL. 'TELEPHONE * ` E.J. EXPANSION JOINT THK. THICKNESS - EL. ELEVATION THRES. THRESHOLD W ELEC. ELECTPIC T.C. TOP OF CURB 11.1- 1 6.1- 1 0 E.P. ELECTRICAL PANELBGARD T.0.P. TOP OF PAVEMENT R r REFERENCE NUMBER ON SHEET 6.1 m EQ. EQUAL T.O.S. TOP OF SLAB EXH. EXh:'+ST T.O.W. TOP OF WALL, \ --------SHEET WHERE DRAWN S EXP. EXPANSION T.P.D. TOILET PAPER DISrFNSER F.A. FIRE ALARM 11F: 'TYPICAL F.BFLAT BAR VENT• VENTILATION PARTIAL BUILDING OR WALL SECTION - F.D.. FLOOR DRAIN VERT. VERTICAL W Z O FUN. FOUNDATION VEST. VESTIBULE F.E. FIRE EXTINGUISHFR V.I.F. VERILY IN FIELD CODE DATA7.4-6 r F.E.C. FIRE EXTII:GUTSNER CABINET V.W.C. VINYI. HALL COVERING F.H.C. FIRE HOSE CABINET ' F.H.M.S. FLAT'HEAP METAL SCREW W/ UITH REFERENCE NUMBER ON SHEET 7.4 z F.H.W.S. FLAT HEAD WOOD SCREW WD. WOOD ♦ O FIN. FINISH W.GL. WIRE GLASS SHEET WHERE DRAWN ,- FL. FLOOTi(ING) W/0 WITHOUT a FLASH. FLASHING W.P. WORK POINT cocoJ ~ F.0.C. FACE OF CONCRETE W.R. WASTE RECEPTACLE *CODE - 1'85 Uldll'ORM BUILDING CODE Amended by the State Of Oregon 1986 Structural Spec- DETAILS ENLARGED FLOOR PLAN `^ F.O.F. FACE OF FINISH W.W.F. WELDED WIRE FABRIC - ialty Code mad Life Fafety Repilations w -' F.O.S. FACE OF sr,DS F.O.T. FACE OF TREAD OCCIIPAVCI' - TYPE. B-2 REFERENCE NUMBER ON SHEET 8.3 -� _ Q o F1. FOOT OR FEET FTG. FOOTING OUPE.TW crION - TYPE III-P7 FURR. FURRING - "- - TT Z BA'i IC jUjja 1ABLL• ARF RI PEU? SHOP BUII.DG = 12,3W S.F. 8.3- 1 ( i W 8.3� •� GA. GAUGE T'CRFASE I•-OR SEPARATIONS ( PER UBC SEC. 506,(a), 1r52 ) A.CTLIN, S.F. - .___ �� I I l� I r► ) • v) r GALV. GALVANIZED / y * J cr G.B. GRAB BAR SHOPS "A" = 12,000 S.F. (CAS IC ALLOWABLE) + 6,000 S.F INCRFAS E = 18,000 S.F. TOTAL 1 i , 140 S.I . _ . � -- �� z G.I. GALVANIZED IRON (STEEL) (PER UBC SEC. 506, (a),1) Z \ GYP. GYPSUM SHEET WHERE DRAWN SHOPS "B" = 12,000 S.F. (BASIC ALELIWABLE) + 6,000 S.F. L'4CRFAiE - 18,000 S.F. TOm 12,600 S.F. (ELEVATION Q H.B. HClSE BIBB ) ( PLAN OR SECTION) (PLAN) Ox H.M. H6SEB METAL (PER LBC SEC. 506, (a),1) ----�---' - J W V ` HORIZ. 1ORIZONTAL SHOPS "C"' = 12,000 S.F. ("S'.0 ALUMAABLE) + 12,(100 S.F. EICRFASE - 24,000 S.F. TOTAL 8,400 S.F. Q� H.P. HIGH POINT MM (PF.rt UBC SEC. 506,(a),2) W W HR. HOUR HT. SSIGIIT FA(]i SH(lI'i ijulLuLW. SHAI1. BE. SFTARAT'ED FROM AI1Y AWOINL% BUII�111r,, BY A 4- HOUR ARIA I-D. INSIDE DIAMETER SLPARATIa4 PA}?TY ;rAJs. (13Y (�1�IE ) ROOM TITLES, NUMBERS AND INTERIOR ELEVATIONS �- �' m IFSUI.. INSULATION INT. INTERIOR -- MEANS NO ELEAVATION IF NOT FILLED IN "JAN JANITOR EMPLOYEE'S LOUNGE REFERENCE NUMBER FOR ALL OR ONE ELEVATIGN PROJECT DAVE JT. JOINT , ,-.:- KIT. � KITCHEN F1_7_27_'7_ 7.4 K.O. KNOCKOUT « ROOM ELEVATION INDICATOF� WHERE FILLED IPL +f87 15 9/21 /87 LAM. LAMINATE \ ---ROOM TITLE \ DRAWN CHECKED LAJ, LAVATORY ^ - -- ROOM NUMBER L P, TAW POINT VI(INITY MAP -SHEET WHERE DRAWN Jp DJF mm. AAXIMUM M.B. MACHINE BOLT __ _ ( REVISED MEI. MECHANICAL -- H I YET. METAL // J MFR. MANUFACTURER ,,,�r ,, �.. ... T �, `° MISCELLANEOUS REFERENCES M.H. MANHOLE MIN. MINIMUM ____._-------------_._.-------__- _ -- MIS:.. MISCELLANEOUS �� I - L • M.O. MASONRY OPENING L-2 15�E SHEET KEY NOTE (SCHEDULE AT RIGHT -- WINDOW KEY -_ MARGIN OF THAT SHEET) E E Ipitr~ •�r - _ _j C ■ 04-- DOOR KEY 4---CABINET KEY SHEET TITLE 7 �JE----EQUIPMENT KEY , A 7 KEY TO MATE ALS TITLE SHEET ,r i � �. � 'i ' ;,_ _► L� �_`°� CONr',RETE RIGID INSULATION BRICK STEEL SHEET _ 77. r CONCRETE MASONRY UNIT L7 � ALUMINUM A�0.ME1AL STUD WALL PLYWOOD 1 1; i-L.RMIT NU. 8989 � , .._. U,, � .• _ •�,,,. BATT INSULATION � - � GYPSUM BOARD ,< !8 _, OF I.1 � r tom•' S � .. :�F�'.MR'•AYF.:�ChdkJliGra.M.iv:.1{ill•.e.�:,r..hri.,.1N.J�oPo.• ...r. aAbi1KWMMWA _. •�.. _ .... ... ...✓,d'r�....... .�w,...,. swr. ......•.a._.:.��tir.w...,,.,. .., .�.. , _-....».rte eJ �, A~ .-.owa�........_..__....m.... ..._....,.._--... ,. . .,.. .._,.-. ......,.........-..,...,.,«.,.,.,,,...,....wr-.DIY^..... .. ,..:... ....._ ,.... _. _ ...,.......,�,,.„,�.,,,...»-....,.,..,......... ...,.. c.n,.•... »>,,.....,..,n....<,v„x�,,.•,. ... ..... .....,.. .,. ., r..rwr... _ ... ._-_........... ... ..._ .. ._ .. .. _...... ... ... .. _. ...•. .. .... ,,. .,r.wglp�n. -_^••q.w+w,a°.. .. , (��Ilil�1t,r{ILII,II{ILII►'''IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIt11IIlIlI�•IIIIIIIII�IIIIIIIIIIIIII I�IIIIIIIIIIIf11IIlI'VIII)IIIIII�III�I�II11111IIIIIIIIII�,I,III!II1jIIIIIIIIIIIIIIIIIIIIIIIII�III I ( 2 3 4 5 6 7 8 8 10 11 12 NOTE: IF THIS MICROFILMED -- DRAWING IS LESS CLEAR T144N THIS NOTICE. IT IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6z 92 Lz 917 Sz ►z Ez zz 12 oz el 81 LI 91 91 ►I EI z II 01 6 L 9 S IP IE.... z I""" ' it!IIIIIIIHIIIHII1HN�unInHIHHIIn,11111111111111;IHuInHIuNI1N11w11�u1h1uhH11uuluullulhlMlnulnnlnnhlululJlnnllullnll)Inllnnllnlhullnulnl�nnl1u11nuI11Hbulluuluuluubml11111111111111IIUEINuIIiIlII111IlIIIW11IllI1I1111II111IiWI1111 q APRIL 11 � 199, 91 x Y l I,OMI, 1 o- 15-- z Ta MAooNR �- - __.. - --- - - - - ----- - - - - -------= - �?f ice _,e' te'•o� -- ,�+v' _ - _ - _ - -- _ - ,�- {� ---a _ _ SHEET NOTESAk, __------ --__ __ --- 1. PRE-FINISHED METAL ROOFING SYSTEM A ., 2. LINE OF ROOF BEYOND -- - - _ - - - - - - - --- - --- - - - --- - - - - - - - - - -- ~ 7 INTEGRAL GUTTER • ' I -- -- - - --- - --- - - ===1 i S ORE _� �� �,b�t <. WRAP EXTERIOR FACE OF COLUMN WITH ANODIZED ALUMINUM BY ! •I I _ \\\ \ - - -- \\ / I imr.A01NOk FRONT MAN FACTURER. (TYP.) wimp 5. 4x8rI6 BRICK, SEE C0LUMN DETAIL A-2.3/7 FOR SPECIAL BRICKOF I I A X = TYR , - _ •�R �x COURSING. \ �'_ - _ \ + 6. Chu 1'RAEN ENCLOSURE WITH t" HIGH SOLID MASONRY CAP, PAINT TO FrIN,P'l.�a�- -- = AND HARDWARE REQUIRED. •'\ MATCH SHOPS BUUILDINGS CHAIN LINK GATES WITH RED WOOD SLATS 011[ 1 It -- - - - -- - - -- - -- - - - --- _- - -- - i ---- -- O -7 I � � 7 SKYLITE, SEE A-1.1/7 • `,,�:� - 8. METAL PARAPET CAP, SLE A-4.1/16 41M. NORTH ELEVATION 9. METAL P.RAPET CAP, SEE A-2.4/♦ 1 EAST �LEVATION -- v$CALE; 1/8 -1'-(,� SCALE1 1)8'-1'-O" TEMP�F�LD G�.lI►R 10. L114E OE' C"O?Y BEYOND /lG+V►AD$, "TMPiC&.L 11. TIT-UP CONC. WALL PANEI, SEE STRUCTURAL z I 12. SCUPPER, SEE A-2.4/10 LuMI►JUM DADR$ O 13. LIN! OF SOF.'IT BEYOND. FOR FALSE SOFFIT BEAM AT PILASTERS, /R -i Txt G01+�6. \''J` E • "1 16. 10'-0" HIGH MASONRY OPENING, SEE A-2.3/5 FOR STORE FRONT W OPTIONS. 15. NOT USED , - GLS G���,�►, PI CSP.Lr - - 16. ASPHALT PARKING LOT (N.I.C., SEE SITE DRAWINGS) � r 17. PLANTER, (LANDSCAPING AND SPRINKLERS, N.I.C., SEE SITE 2 '7YFR .. Dr AWINGS) o , f lot 7l'I't 18. ZINE OF AWNING ABOVE < !r , 19. LAIIDSCAPINC AND SPRINKLERS (N.I.C., IEEE SITE DRAWINGS) �^ "`- 1 O 20. SPOKEN LINE INDICATES FV"URE EXPANSION H , 14 21 1" CONC. SIDEWALK W/6[6, W1 4xW1.4, A.W.F.,ON 4" GRAN. FILL 06 22. DOUBLE LINE INDICATES E).PANSION JOINrTYP. 1W+ _ 23. SINGLE LINE INDICATES C0h=.',L JOINT, rYP. - 1 -.-_- --. ----- ------ � -_� - 24. DOWN SPOUT (CENTER ON PILASTER) , SEE A•2.2/6 L � 3 fiSOUTH ELEVATION 25. ROOF ACCESS LADDER, SHEST A Z.3,g QAI,E. I/e -1 o STORE FRONT OPTIONS • 26. BUILDING/SITE LIMIT LINE, EXTEND UTILITY AND HOOP DRAIN PIPING -0" BEYOND 31JILDING/SITE LIMIT LINE, UNLESS It OTHERWISE INDICATED AND CONNECT TO THE LINES INSTALLED BY SITE C-\rmrlroR T `ITRAr'COR. VERIFY AND COORDINATE LOCATIONS AND IERTS. 27. GLU-LAM BEAM BEYOND (TYP. 0" 2), SEE STRUCTURAL a: V v4f7 �T 28. PIPE BUMPER (TYP. OF 4), SEE STRUCTURAL (l �• I 28. PIPE BUMPER (TYP. OF 2), SCE ►,-2.2/4 cl �• 29. ♦" CONC. SLAB W/6x6, W1.4xW1.4, M.W.T., OV 4" GRAifULAR FILL G I-OII t 30. GAS METER AND CONCRETE PAD BY GAS COMPANY PER GAS COMPANY D _ - I !� REQUIREMENTS. 31. RAIN WATER LEADER FROM ROOF, SEE MECHANICAL i l9 Q 32. NO. SLAB AT BACK 5'-0" OF BUILDING. 1 y^/ 33. CONCRETE STAIRS W/TREADS AND RISERS PER DIMENSIONS ON FLOOR `i I ! p PLAN. REINFORCE STAI+.1Z W/14 VERT. BARS AT 12"O.C. AND 14 /R 0 5 MR AT EACH NOSING. v 31. STAIR RAILINGS Or 11" DTA. GALV. PIPE SPAIN."), SIZE AS SHOWN ON FLOOR PLAN AND ELEVATION. - _ Vit'"ou ��- --I'1'�01I •O� - -i2�-o� - I rl.pl I 1 1 u 1 1 EVE01OR SIDE - N R SIDE _ �• - --- --�_. _ -�'0-- .IZ-O - -- -Iii-Of EINE 1O -- -- - - - --- -- / W r0 0 °e 11 11 i" 17 9� . _ -- _ -- -- - -- -- - - - -- - ------- - -.___ - - ------ ---- - 1 _F -- _15 � > a : 2-0' tai- st�'-o' a1 ' �s' o' i1,-o' ro" ,+M'-o' to'-o• 41 ,e-o ;, - �b, -" l �o, o - --� " V N 1 TYPICAL SU 2 TYPICAL JAMB/HEAD uj N w ' 3' 1 -0" 3L.Q• C6 of in Alb VMS: CID 1 � P�iPFML -&.U"17- MICE rt;PR 6*�C�-I 3.4Tb1t RJ f ' flCTNL t ,r►W!►-�C�s fSJ f0War�tsW�C1tJ�T � C ?.,*vR ?&4-UM. !' 7"4" o�O: eFmR ot 'T1�-1I'!�� �.+0 Lj M Fir-.l rF- 8911" r0o"I , =Me SI�t�.IPtir�TIAJ�' IbR Am=eF7 �L-! P' U"IICTURAWF. Y v� 1 5 WINDOW :SCHEDULE & DET.�LS 3/160 1'-0' _ �o w - W o = e cc ' o SHOPS BUILDING ''C" i 'f Rte` Q m W. FLOOR -174 ! _ + z N l,,%"rUM 100 -T14J" own agrz G. 0 8100 S.F. 0) J Ix J w d Q -- p ��� `�Q. ✓ 4.1 W Za 1' dc Or}I plT O,:G. t'f�'V�. Q � h/ 3: u ' , J L , - I I m> � e+«e .ter ul�a�RF z n o - a BASE FL66SHING OVER #30 w d INOROAIIIC FELT - SET FELT W LA I• IN HOT .1lSPHALT, EXTEND FELT & 6 SSE F:.ASHING UNDER O w 1 FLASHING CAP i - I � M Q r!T EXTEND BASE FLASHING �- 6i. cx 1 6" ON TO GENERAL 1 IJmTZ� ►4T � � mpa ROOFING FIELDits r ROOFING PLIES , PROJECT DATE 6 DRAFT STOP AT CANOPY -#6715 912 1/87 1 1/2' 1°-0' DRAWN CHECKED �, 1%T" uNL-a-wi \�� LADDER .7 / �� REVISED Is i . /vR VERIFY DII fNSI0NS -' OF ROOF PENETRATION ND 2 FRAMING TO '=-T SIO!,-l.0 W I d COORDINATE WIT • ' l'al T RS J I 11►i11'1" 0 ADJACENT WALLS 3 _ 0" 1r` 1p COMING UP FROM f3E `.V - -- ' A- 41SHEET T TLE LI , SHOPS •C• 4xb�>D TMC FLf"OR PLAN AND - "-'- ELF /ATIONS ; ! I � 11►}�e � AcfNO,;lam ; II�a•v- �.T SHEET dmA-21.3 PERMIT NO. F3�i:2,19 �J 1 � Fab•�I - 73/4m SPECIAL BRICK OURSING Q h F H CH & DER t 0 8 NO TO SCI „ + �� ----� 4 rF ' i SHOPS %C" FLOOR PLAN - J -SCALE: 1/6'EL �w1_ ..v...krbrM.dws,a,me,iiy?.,7r ♦ �, „a 1 -- ..,m..,i_.1. .. f,,.,9...,... - w ..... - - .. '. ..., . a11YOdYVT' .iNd�i.illn:wNdw.ai•:sw.�:.�s,ra.iC• iras v.MrJt"•'.1MaJM.,. ...-,1p+.-.rai,i...YW..-v.d/ ./. Wilm .aYlt+If AIt.�,r. b11111►�1111111�111I11111111111III11111�1I111I11111111111!Ill!llllllltl1111�111(IIIII!11111111rI11 �IIIIIII�IIII111'1111111�111�III�IIIIIIIIIIIIIIIIIIII111�111.!IIIIIIIli111�1(11111111111111111 - NOTE; IF THIS MICROFILMED 2 3 4 _-! 5 6 7 8 - 9 - In - - 11 DRAWING IS LESS CLEAR THAN - ---� THIS NOTICE, I1 IS DUE TO THF QUALITY OF THE ORIGINAL DRAW ING, OE 62 92 17. 92 52 *2 E2 22 12 02 61 RI LI 91 GI 1+1 EI to 11 01 6 9 L 9 S r b 1E 2 1"•1°" '++IIIIIIIIIII�IIIIIIIIII111111111�11HInh11111!IIIIIIIIIIIIu�1:1111111111111u1I�N11IIIIII111111111�I1111111111111111111111111111�111111111�1111bu11m111ulirulllnl�Inlhwlulfluulnuhnlluullfnl1111111111111111i1au!!I11II�IIII�IWIl1MIflflIIII111111UU11UI111111�IIIlIIW�1111 ' APRIL 11 1991 _ +r .,,e,�T-+I�+wn� ..wr-- .v,w .._.. .. %.•'., ^�t'f�'rr�MY,'- ..y .. - .^w..-..., r t iy FAMBIR L 1 TYP' 1 •2 1 LL 1 uj IF= O m ¢ I z r ,0 %% r.� T_ M = Q fi o __ W 41 aQ �� O O 0 00 TIM - \ 7 ,��y 06z , Ar;1CPp Z �J '� I.o� �'-o' IS Z m I m ,pw m co is ,I cn O a z O 1 �t Q� — i N LLI -- - _—-'_ - - w m I : Q C� 2 Q ' I � � _ - - -- ---- - ----_—_____- --- ------ ------- -- -------- _- - ------ --- - -- -- - Z G a � m 2SHOPS Bn R ROOF PLAN SWOPS 'CH ROOF PLAN a (, NOT TO SCALE NOT TO SCALE 0� AWWTW Q. O toLop a 2 X NAILER WITH BEVE ED ID! GUN TOP * CONTRACTOR'S OPTION - L S N USE TAPERED RIGID ROOF INSULATION T 24 GAGE GALVANIZED SHEET METAL TO MEET SLOPE OF CRICKET SHOWN ..i. I = COPING WITH ?2 GAGE CONTINUOUS HOLD ' DOWN CLIPS. PAINT EXTERIOR FACES ONLY. RE: A-2.4/4 FOR MATERIALS ` PAINT AND WATER REPELLENT COATING AS FASTENER;: THRU NEOPRENE WA3HERS ° " , "�— SPEC. ON EXPOSED BLOCK ABOVE REGLET / a 24" O.C. SH'1EFT NOTES aa ♦ M _ BASE FLASHING EXTEND 1'-Q" ABUVE TOP F'LF:I-I"'Y I►J9UL.�►T�O� �1 1�` F V n ^4 -' •O - - m 1/2• COUNTERSUNK EXPANSION BOLTS OF INSULATION END IN REGLET RE: A-2.4/4 1 + Ip j 4' - 0" O.C., STAGGERED TYPICAL Q • •+ � '• L� CANT STRIP /2 P�'I'wc+D� 1. ROOF DRAIN, SEE A-2.4/7 A , PAINT AND WATER REPELLENT COATING 8" LAP OF ROOF AS SPEC ON EXPOSED WI PLIES 2. SCUPPER, SEE A-2.4/10 ALL ABOVE REGLET + ROOFING PLIES TO _ A TOP OF CANT 1GRAVEL 3. CRICKET, SEE A-2.4/5 0 �+ Imo- —REGLET INl SAWCU'F JOM11' OR BftICK JOINT, ( '� a SEAL TOP OF JOINT WITH ELASTOMEAIC " 1�AIN SLOPE „ r+ SEALANT p p 4" PER FOOT ROOFING PLIES LY O 4. TAPERED EDGE STRIP --BASE FLASHING, EXTEND V-0" ABOVE TOP r O z /! OF INSULATION ¢ ix d , ': 5. CANT ''^^� N t M V/ n O / BUILT-UP ROOFING, EXTEND ROOFING n.ui 0 C) A0 6. ROOF CONTROL JOINT m PLIES TO TOP OF CANT 1 N ° 7. BUILT-UP ROOFING, SEE SPECIFICATIONS 0 'AC;OF INSULATION, RE' A•2.4/6 T`(R 4� �irT1V.IG'TIJP+�' 8. PRE-FINISHED METAL ROOFING SYSTEM TAPERED EDGE STRIP 16-01ROOF INSULATION, RE: A 2.4/6 9. INTEGRAL GUTTER, SLOPE BOTTOM OF GUTTER 1/16- PER FT. MIN 'TO ywj DRAIN coo TOP OF DECKING - CRICKET'•TO BE CANT STRIP CONSTRUCTED OF ROOF DECKING. 1 10. GUTTER DRAIN, ' ADJUST CANOPY IMAMING TO ACCOMODATE DRAIN M 1F-Ri:.L, tiNC► R R SUPPORT �1S, LOCATION AS REQUIRED, SEE A-4.1/8 � - g?PING, PARAPET & ROOFING CRICKET FlEO'D. FOR Rl#.DECKINO , ROOF INSULATION1'-0" NOT TO SCALE SLOPE CRICKET ALONG WAL & 6NOT TO SCALE 11. GUTTER EXPANSION JOINT, 'TYPICAL ,BETWEEN DRAINS AND AT END u ALONG GENERAL F100FIN-0 FIELD MALL AS REQUIRED. cr. a METAL RA mvr cA► , SEE A-4.1/16 - I � 24 GA., G.I. PREFABRICtiTED END CAP W/12" SQUARE 12. ,Q 2' - 0.. 2 0„ FLANGE SET IN PLASTIC CEMENT UNDER WALL FLASHING i^, SKYLITE, SEE A-4.1/7 •� • � W/l7) FASTENERS AT WALL —•--� ,✓ �5, z - 3" LAPf�SLIP JOINT SEAL W/ 14. BROKEN LINE INDICATES ARrn OF FUTURE EXPANSION 0 42" x 54" LEAD ROOF I;: f FLASHING$ET IN PLASTIC JNS'�LA i ON RE: A•?.4/8 ELASTOMERIC SEALANT Q f I 15. ROOF ACCESS HATCH , BSE A-7.3/8 ul I ►- _� CEMENT OVER ROOFING PLIES/7\,, ROOFING PLI S24 GAv)., G.I. PREFABRICATED I FASTENERS THRU 16. SCUPPER AND CHAIN DRAIN, SEI A-4.1/17 -j I� AGGREGATE SURFACING STRAINER / SLOPED METAL CAPw .9 NEOPRENE DISCS IS TAPERED PERCES, / / COMPOSITION (2)2 x 's W/ END JOINTS ' I (+ 24 O.C. z r �Q jNSULATION - ) STRIPPING / �� STAGGERED 2' - 0" MIN J\ 1 i v PAINT AND WATER REPELLENT COATING I 10 N 1 - -- :•.,,; AS SPEC ON EXPOSED BLOCK ABOVE REGLET z 1 J V, / ` ~ �---�1EGLET IN SAW CUT JC11NT SEAL TOP OF ���1---- aASE FLASHING Z o -BLOCK JOINT WITH ELASTISMERIC SEALANT 8A O.C. EDS / Q J ` Q WOOD DECK, /� --BASE FLASHING, EXTEND V-0" ABOVE TOP a: a ln SEE SPECS. / OF INSULATION ' _ #30'INORGANIC 1 SHOPS A ROOF PLAN 2 x 6 SUPPORTS KI G L_ / \ FELT Q JOISTS, W/ BLOCKING II �� BUILT UP ROOFING EXTEND ROOFING �1 I w SCALE: 1/160= 1 -0 EA. SIDE OF DRAIN / ' E- -- BASE FLASHING _ O t PLIES TO TOP OF CANT ROOF "N SUMP RECEIVER -- ---(1NDERDECK CLAMP ROOF INSULATION, RE' A-2.4/6 INSUL aTION-� _ / a ' ' ' TAPERED EDGE STRIP 10" HIDE WOOD NAILERS TO MATCH — WOOD CANT INSUL ATION THICKNESS W/ F STENERS W 4'-0" _ NOTE: FOR DECKING AND FRAMING TYPE, SEE STRUCTURAL DRAWINGS — CANT STRIP G.0 : TAGGERED PRO.IECT DATE 1#8715 9121 ler 'l ROOF DRAIN BUILT-UP ROOF ROOF AT ADJACENT WALL (� ROOF CONTROL JOINT NOT TO SCALE 1A V-0" NOT TO SCALE DRAWN CHECKED D � JP '! }'p PRE-SHAPED M TAL COUNTER' FST �y ,moi FLASHING CLIP W#RECEIVER -�J011� SAT Of IJ I►`11 ATBRICK REVISED __ �� ELASf f9 ALAO N^ -- I Gl a c. �Ih!�� Rr7tJP N0 f Ljw 2 PLY ..OMPOSI ION STRIPPING I I Cid �Jr+S� • L'� OVE9 PRIMED SCUPPER FLANGE 1 � sem. �� SEALANT -y �. ?/} Q WC G� GIPN I / • l• �i.IIJ�L ~C1 - - - fGiwrM14 L ;r r SCUPPER FLANGE SET IN PLASTIC CEMENT Cb+! / C. ��� OVER 54' R 42' LEAD FLASHING AND t'1�L.17 ��w r-, Imp mhlQ • Its P mtvm ROOFING FLIES NAILED TO BLOCKING 1 2x2 t�WLF" DRIP W/ , - I i ,. LOV, POINT OF ROOFING FIELD F.LWr SHEET TITLE HEMMED ; � -""""`'Lx 1- JL.�.I�+ M IEB�Gt °a1;x IIL i�•F3 IGt EDC;E 1' 0 ' 2' -- - -7 CANT BEYOND WOOD DECK IWG O► + \ �/�p r1,.► D II ROOF PLANS a5' (��� -_- � •1 - G�`�`��'lMI�ATNII•.C.. 'sprempuwKl "4.0 - �'`t' �-T`N� M 'Tb ����m AND r)E- AILS d9 ' •. - 1 •. -- __ �_ ?JIA OCG. m a/bw a� �He"-�TFiING �' � ��� E��C3UTTI�Rc�11J - �.I Chi �s SEE P=t-IB• y itw 2,. -- �i�lr►I w di�•1'1 g M xN�N Cil-1J-L�1'I !9f'1, -1 R IPG w%PRi�I1J� C�1.1'T'• E � GNI►I�'t - aw. .�._- • ` Q�M►1NT R� 4TH • = I — Ilk gaf -- - � - -- I — SHEET e�� _ ilo -IY2 SPE STFI. FIAL INSTALL SUPPORTS TT GISTS, W/ Ccr�le-l-wtlr� ►11.rr II II BLOCKING AT EACHTLE OF DRAIN I �3 � ^�K.l� ���� -- G�y'JC.>�'� I'Kr,l'IIFJQ,�i�tL� w, ,l 12" x 16 GALV. STEEL SCUPPER -.J I �� Gt7vy1�) S Weirs" G�C�J%14 -__ -- _._�,_ -�• q� SET IN PLASTIC CEMENT W/ THREE TAPERED PERL{TE INSULATION I ,� ry„ �,� c,�E }grLlc FOR l.I .TIO}�liej A---2m4 COURSING COMPOSITION 4„ r^ fes i, ` STRIPPING AT VERTICAL EDGES ISOMETRIC OF 1g" ! STEEL{SCUPPER 4„ 4" I , I 1:::Rh1iT NO. 890E389 —APERED EDGE STRIP, SEE SPECS 12 _ RAKE DETAIL �y " IJF SCUPPER - ROOF DRAIN 1 1 COPING AT GLU-LAM BEAM 1 2 SOFFIT BEAM AT GLU LAM 13FALSE SOFFIT BEAM 1 43" 1 -0 T r NOT TO SCALE 1 1/2 1'--0 ' ' 1 1/2' 1'-0" 1 1120 : 1'-0' � . f ' '" / � 1 -.1 . .,...,.... .. ,.. __...-�.... .,.....,...,,.r.. ......,..,........n,..•.,,r.. �.....,. .. ..5,-,...�:,.drrar..., ..ir..+,w._.r......_......r.wrw., nlM.aira:awb'vlrn.►:Jfrer�K.t•�w.�. :s�.a .. _.wa:. . I I I l u l l 111 1 1 111 1 1 1 1 1 1 ( ,I I i I� I,: I Irl I I I I I III fIIT•I,111 'a•• ',~}II1 I 1 1 1 1 I 111 I 1 1 I III 1 1 1 I 11 I I I I t I I 6 I I I ( I I I I I I ' I I I I I I I l I II I III!III I I�II111 IIIII1111I1I1IIIIIIIIIILIII I I I ( I 1 I 1 1 1 1 1 1 ( 1 1 1 1 1 1 � - -•� I •-��� w`•'--��- • 111 111 I I I Illi 1 1 1 1 1 1 1 1 1 1 1 11 111 WIE; IF THIS MICROFILMED I 2 3 4 5 E 7 B 9 10 I! 12 DRAWING IS LESS CLEAR THAN PHIS NOTICE, 11 IS DUE 10 TNF QUALITY OF THE ORIGINAI DRAWING, OE 62 92 LZ 92 SZ bZ C2 ZZ IZ OZ 61 of LI 91 11 41 EI #I 11 01 6 9 L 9 SI �r 11 E ,1111111111111111:1111111 Ill IIIIIIIIIll IIIIIIN111111111111111111IIIIIIN{IININII{IIIIIIIIIIINIIII11111111111111IIIIIINIIIItlll1111111111111111111111�111111111{11111111111111111lI�Illl{Illlld:!b1lI�In1111u�Iluluul NnllUll nulntlllttthtuf1101nI1�ud�IlIW1'lll,l�►tllllt'Ifuuhtll APRI-La 1 1991 r,. r � qgloom 1"- I I$D AWRT L. As 1't2'•b 1 I ( �} TL�o. - Y oll�ooM 11 OF (10 F910177 AIVTJI-� TO a" Y ILT-UP R�TMJG 22•� - -- - I I + Z� - -- --- 1 l I I �. 1 I O ' W TYPICAL BUILDING SECTIONS = ->' I!I � • —. I �� O p 1 SCALE: 1/4" 1'-0' y - �, "�/ - 4.4 r Cc GENERAL NOTES --- - �- �- - • . I 10 i i -�,.� v ���xlG 191QI�.K,SFE ar 1'UG:01J DI�1�N11JG 6 1. PROVIDE DRAFT STOPS IN CANOPIES EVERY 60'-0" O.C. MIN. UF . , ys p '�T14JG �hR - Sq Fpm ' .1•ollr CANOPY LENGTH PER DETAIL A-2.3/6 -- — �— REIsjrwlQCIh4a . rl 4 1 rid 9E''ib Nn �JP1'I o1..�S �� ' f �N �-,.bxl�+�I�zlr.����, + t�bFt usc�-t�o►.� ,- � 0 I W r'l.�.J'TTJe*Irl� 41wre� I�� .Q r-1w. F}J.Fi.Jf• I f 4J. Is 117T 06 WALL SECTION WALL, SECTION 4 WALL, SECTION1/40 V-0p � 1/4N 1`0` 1/4' : 1 -0 rte r,N- 5MA-r c Z 'A V. - 1 a. 1: YJ � o �,y•� 0 _ J _ cr) . OdE11�Gl:n'T� 'TtH I 1�4'iSfeL�1. REGii_=T F•.�aQ••II �sET Ir-'R9 LL v 'e;Fs�.1, GG t''i�Px�F•-+�'f "k�� .,sof F-t"r' f , � ;:;? -\ J�• � moot I Xt PiTC_1 F3R�A1[. Ft_/►FsHlt`SG �, 410. 'N TIOI.K' Q v } gF'IrT I z' G..cGu CID 0 / N r f 2•bu �+ a11 — -- -u -jr.- 3Ha I1JG ►� tAc o IG+C.KET-,rAM /�.-2-�{'g \MdRliraf �,. 1 -A�al.."���F'1 { �/Oli� T1e+J , -EE C- asm 'A X1.1/� ( lDlJ11-T-Ur �FIF•1G x'• - - - - -- --- tr«. i I i 9k)I L.T•U P RGt2rI WO WFi1CH"y/l�IC 1 /' / 1.1dTL=t.L.Lr 1tiQGt C G�}.J TG' 11°118 ILI w 120'• +-o 7 I�sIcdTIYC, f�f l�'FCE TIQ6�.T� s "i', 0 INTEGRAL GUTTER 9 ROOF 1FL0ASHiNG \ 'TieJ�S >s 4��!'� 71c�'LI• V 1 1/20 V-00 _ — - -- I �V I fbl[ �hL. _1'lt•Ti+!'L. ��Et^t'1 G� ? +' o ?G• // uG"� •.�L42, tiPE L•�• �T .T1 -u P co►.IGI. t'Ie"tX rile 4 — ll00,31 z I L ' L-1�1.. , SEC �-s T1Kl./G. FLGIIJOVO�C�IM.IC� ^1rblJD �1�JJ�� ,gt!:E �a'TR11G. II � � 1�L.`•�t17. Cy J Q 4 xu I i �- Iffier-ewly a �.IT cl) p _ --- le-- - / S"T`iGP, 1'AJWT FAL, 191.. iC W . J .. _ }a.0 llCa�► iIZl�Qb �..._ — -G,I. t9�.IN'f' Z cr r- z LAj . 1111 wl1 I rr z I . 1R!Gepp%=FW T � MI 0sH5pA rHINc3 oN y�f a�'n-tl a v I O 104- J uj ASF- z �P i��.T t5�►1(�+JCi, i lot+/MERL a ocGlpEk� Q 'LINK C�L.V. Q - UN , dti✓ G1J _ Q • crrHER� . ; I I t' !•.r'1" Tal�-rtH - , cc 7KIPGF GG6JC.�LAd 1 i"GG4•.IG, S ( i�1'L''ti►y. l'Y�9FMJG + �•Q - — - -- l Q W r �-►t� -I,1't° Tt9 cq.�C• ; ' �•�"8, I I - t'' 1m v1L�1.1- t9atJE1.L 'aiW.�oOR _ �3 ,IG, I I Iv-I YZ I I -.11,..M !gterX{ GUTTEIIe © t ~�I>^�. ,sae• = rp1,-a�4LFrt►c,.eLAN � - ----- ;�JC 4 A, - 'C/►A T' ` ,� l�P'Tt y . L a l�v� btr ;r'2L � C &�P'f T PF<OJECT DATE 5 WALL SECTION 6 WALL SECTION 7 WALL SECTION 1 O FASCIA/SOFFIT DETAIL 1 1 SOFFIT VENT �FS715 9/21 /87 21 1/4m : 1'-0' 1/46 1�-0' 0M0 : 1'-C' 1 1126 1'-0' 3" 1'-0' DRAWN CHECKED JP GJF `a 1 7'Oh- �I. r9V�. ®.{, REVISED Ci,1. dU•1" - Ufv oVC}'� I, = c� c,U v�/ "w ' cr�tT POt:49 � - vt'7 IL& W/ / C11L`f�V l G�i�f•�l �� � iGF� lil I" Zp ; "Of b�� ` �' w� ov �zro�n - - �.I. I, t' , � -• 20c3 ,. cvtiT a1sT -- t,�O id'T r'1ET�'L c•�!" �- -r Mc t, ori. +EC�1 Gay F'• vl Eo�'---.-- �p�'��1 - -- �''8�....bltJ��►�1D /jII_,�,� - �INIGrt•�V CaU�I�- �/��,.��Ff '�: ^�}.1/Ics E�x �t�d.t,. J 0 -- -- �, l•!° 1- 'rD �1^T6-E �' b1 '1f#• r r oekrR R`i' , Go :t•s�/�•"Tio'`1 n� �+ep wt•+► r� Ar, '� . 12_ �I - � � �1 ►�---�- Gr 1, f,�V.1v ,- r�7VJcTJRQ� L�l�►>�'yJf�I.cO'-G�` G�G !"}6�i4i. ,h'T"GftJ- {►,tiG CZ) Zrilo �6UAlK 8�tr'� GX�I�I 14/W DIA, L/WOt� SHEET TITLE i r/ - i - ,i�r�-u Are � :. I'tF Ih X41 til - `(L 6i.'� — -+ -"o' ,11 �� -1'— ' WALL SECTIONS ool 141 py & DETAILS mlp ' 0 {I�' _ *fi.,►c-P� = -=r IFS "� I -- - I - Gr y r ► .O, r - --, - 7'tf'1 1�% V - lI[�G°�1J?6U I �► !bp�5�r1k7�: 1/1i-� Y L N✓RI I ��' 1`�"�`r'-1 _` 'iFr - _ -_ �,�gr.I ro f�MCC. •''��sso'-�-f •t1f I T - Y S HEE ._ *r;�� _ ..-� � �T �( - �e'�ti►►-� �-__ - _ -- X16 qu VG t9 o �#-) �� 6•rr. _- — - A-'` C!N - �1 Allig-4. 1 wryrcNr w� c cA -ar1°`f F7RONT VIEW SEC Nom. SKYLIGHT RAKE SHLET METAL CAP SCUPPER/ CHAiN DRAIN ' FASCIA / GUTTER 1 BEAM AT SKYLITE 14 SKYLIGHT HEAD 1 � � 6 17 1 2 3/4' : -0' 1 1/2 1'-0" 1 1/2" : 1'-0" 1 1/2' -0' 3' 1'--0" 1 1/2' 1'-0' PF.*.P'1S'i' NO, f3qOHC3`Y e.,_....,.. .... . _...«.w... .. _ *ws f ` ,11111 1111111 r11111rll{ill 111{r1r r11I111 1111x11 1111x11 i1r1r� 1111111 1111111 Jill III,IIf Illllli 1111111 Ilrlllrlllllrlr rlrlrllllIIrIl111rIrI11r ilr{rlrlrlrlrll llllrlrlrlrlrrr r` 4 5 6 7 8 9 10 I I 12 WITT: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN r THIS NOTICE, 11 IS DUE To 14 QUALITY OF TFf ORIGINAL __ ----—-- — — DRAWING. OE RZ 92 tz 9Z G? aZ Ez 22 Iz 02 61 91 V 91 SI to EI 21 11 01 6 9 t 9 - dHIIIiII1111111N11U11nI:In1111r111DI11111111111i1111111uI11U111UIuN11n11gUII11111N111111111p1111111111{IINIIIIIIIIIIIIIIIIIi111111IIIIIIIIn1�N1111rr1�rnilr►1111iulin�nll!,IIIItrr11u1duulnulUIIL,i1bINIIN1llrlrlrn111u111u�nuluublu�lluulllnlunl1wl111f ' APRIL 11 199 .L . ,. . ... - ' �,�In11e11111eleeerw�ati r r 7" 115 I ' 5r IV", {ksu .5 __.s_y P3 (TYp, FAR SIDE to N P3 CTYP-FAJL 61M) `aE'D MOfE1y0y r -71r '1 ��,�`' ��`1Nffq ♦ LJ LJ L_J LJ i_ J LJ 1_ J t_ J LJ L_ J -- - I " I 4 1-D N ! 4 1_0 r *'-Off 41 UI II-115 " II-II ! 41-or _- I - 4i-On 41-On_ _ 4'_011 I -►I tG��l -I I - — -- # - -- -- - . z411 DB1111 A -------*---------------�--- -�►--- ---- t --�'-- � WA 4) y 4HC:A rete strength s 4000 psiT w ABTM A41p, Brad@ 60 0K 10 x Y-`' A Ski v $yl Ya!' PL-ATE P3 �11 BXki' PI,ATf` ' r♦. Wel thicknes 16 3 1/2' P� 12 a \ FJoTE� T►IIS SGUPPf:-e oP�.1luG1 °u LY , 1. Typ!cal reinforcing that is placed i.n the k' tenter of the panel i si OCGUeS lJ 50ME TYPE IS' P/►.hlEl.s -g.1' vertical bars g 12'o.c. 1' 44 111 - - v • IT IS Atwr.YS 124' 1L 1LV4" AJP qII --04 horizontal bars 2 12'o.c. `t -(1)-M3 bar around the perimeter, N DO>rJIJ FRA�1 THE TDP AS SND4JIJ. — —�-`— of the panel . _ O - COMPIWATE I,OCATIOI.Is WITH THE B from the edge e p •J G. Tho reinforcing azalled out is for service loads ♦ + J' F4 CTYP ' FAR SIDE 9 only. Any additional reinforcing requiPed for QDOF f'LAI1S /•2.4-1 , A.2.4'ZI� AZ.4'3 erection and handling Is the responsibility of N �. the contractor. • The panels are drawn on the sheet with the „ 0 sx terl or face up. 4) X 411 HCA, - 4 • The 4x4x3/9' ledger asgl@ at the roof line is N -� W to be butt welded at the splices, so that the W angle may be continuous. YZu.�x 411 NCA.. , - a Q � I 2TILT-UP NOTES PI-ATE =b w 1 cc h all 3Y5IL + -Ad-6,' AN4IS _? 4- 31� I n n 11 t w/ CI)- Y2_11 t) EXP�SIDW A .1.. • " dCrBp_ eov� s6ALAtJT /G z _� 101.T5 ` r� I � �4 st4+ co►�G• WALL __-- I I - '� 4- == 1 y 5 -r,- -- -• 174 COt`Z. WAI, PZ P2 P2 s i3A -ER- (�lJCJ SE/i LI_Ll T I`-113J�11 Q P5 =_4 I I-II I-II ,�i-11 Walt, p, .NEI., \±/ „ �-- 3�g SPAcE J�---.--,� WA t,I. PP-f�EI— 1� — Sx 6FIA :4� >L CO sx I$It � " 4 %+" 16 � ��I� fao�rs / .JOINT AT MASONRY WALL 21'-II�'♦" _ -_-- - - - - _ -- _— � -------- 12� "SVa�l--- _---___-----� � -. - y/0'� ROLE'S 5W-1,-011 JOINT DETAIL CORNER DETAIL ' & BEAM SEATS - _ r P3 TYP-FAlZ bi I-O - r- -I ! L J LJ I-.J L_j LJ l .J QS V `I P5(FAR 51 DE) r 14 0� 4'-i7"_ 4'-ou__ ,_ 4'-O' - 41"off I I'!6 O Z � r^♦ _._ ._----- .mss=:�-_--.�..,,.,r-.--. ' I I `� .. • ` OI i f ~,\ � 1 � _ y ` 03 VM1_1 L +"0,(-. r--op- N 3'-4" RAZ4 FIZOM F-MAE - ------ ------ ----..._�__ - N OF PahIEL r ' - -- - ---____l-- --- -- - — --�- - - f - - - _ --�--- 1 , b' - 'a' °` x`- N -0 1 ��� I P4- I C ' Ld Cd a .—. - , - M a 57.2 5 I N(TYP) I L—J L �_ i �' P4LTYP. FAQ SIDE� �1 31�¢KI' FT I, TV F. = IA.&7 � d CT`!P) !TYP ) 3R4K1 FT•, � I CFAESIPE) _ C 61 M. S..I-s N u (x111. ss.►-s� C TYP• s CD I z W o I I I P2 P2 i{ I PzMilan P2� I I s 11 ' WA P� � -I lif W w y a i0 T.0,F. .G 7 U � -� � I - 9B I 191- �/ r LAJ Tw ? ' 53.3 8 I I o �• z , ---, CON T12.OU ►SOI UT QE.S"..I-3 1 I g I N P3 CTYP'FA12 SIVE) ,� a r W iv1 � �I i C0 U LJ t_ J LJ LJ LJ IQJJ I 0 , � t � , " raw �� i' •. 'tc, { r ( I!IN 41-0" 4.1-0 4-9 +"d' I 3 �,." M a ♦ C.OIJG. SLI�B w� b1cG- I a ti WI,4 v Wl.4 W,w,F, I I I FIu, FLE. UE, t , 174,00 1 I I _ — — 1 I PNOJECT DATE Sit \� DATUM = IOlrrl•C�U `O O" i I �i9715 9/21 /87 b, `�" < I -DRAWN CHECKED `p ,S. LeavE LAST 5'-O� OF SLJ►6 U►�r'OU QE:7 UI►J TI L L11_I LI n ES /IEF. PLALED I�E415ED ' CTYF12 - T.O.F. 2' 1 I P4 C TYP. rAfz S I DE Q --�L MO � '-� o o N I SHEET TITLE 1 v j 1 2Oi-Q"�'J _ 2.01- ,91, 02 - 20'-DI ��J --- �'-C 201- di O Iq�41_ �5- - SHOPS 'C' FOUNDATION PLAN - &4 SHOPS 1C� FOUNDATION PLAN 1 I V-Ir. 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OC 62 9' lZ 9z sllz ►z cz zz 12 02 61 01 LI 91 qI ii EI 21 11 CI a 9 L 9 -II► EI•- 111111"Ilunlnnh►ulnulHmnulunl"1111111111111"n{Imbo111udnnll"II"uI111111111111U11111111111111II111111111I11'11111)IIIIIIIIIIIYIIt1IUIIIIIIIIIIIIiI111i1111iILI1111I111111tUlilill11111111111U11nt`I11H{NII111111Np111]j�1111IIlll111Uff111111111111111414WI'lil �APRIL1q� 11 •;.aqp. p:,�7.;'R,"^F"' ,iTtG.._. _ Y+v.+1.;rtr:Rr..?»^++• �!fr coNr `•d , ,� -B�juD BEA'-1 �'/ L2)-�4 GOUT• � - -"--X14' PLYwoov 3X 4 COT. PLATE r;OLTED TO 4x4x j,8u J 'SiMPsO►�1' PR18 E' O04 Na•C•, > WA-T-5 to W 'g,c-• QI'!-o11T FULL. F02 - - -- - ---- ------ st+ ek oLK1"m -j/HNWAki25 e -01 2 r<A- BL%GKI I C� ) CDuriES /.(3ov�E - B01iD 13F-AM "�/ (Z) -4,4 (5e iT. I PLYwao v - \ *fII �. d gFiA.M 4 --. l,l _ 4 X 4x ANGLE w/ II " w r 3X-4- c,-w.. PLATE t3oLTE D TO IT - - 4 x 4 x �$ GO►-tT �N 4l l; W� I Y. 12 A..3. C� I b v.G • �!I l -1v L./#g"da r3ot..Ts 0 l b"OC. �. �, w / � '/4j1 PLYWoov 48 TSH �uT. �UEe wf - �� Y�-Y�,✓aIDD �Y+u Pt.Y w oov cb K �2 a B, Q S � _ � 3x3XY4" w,�.5 HE25 -�---- BOND BEAM 0/ C2)-;Is coNr. i 4,cG GoNT, LEDGIER- w� of P3 �' S1MPS01.1� PI.r 18 EI.IN TPUSS W �•+"4 F,.1xp"6iow snrS" a UDH5AW �w5 3464) OF 2' O.6• P3 --.___. __._ ---- - ' p, wV BKa� w ax3,cy E ;��sHEleS �w 61 +� 3XL couT. L P6W w/ V4"4 A.6• � ?•'-OND•G• 4�' _F 61 I If Z O G / 4 .JIT ' �. w/ 3 x 3 ><%4" PL�.rE w�►-6H�es f.�-•TE WA 6H 159 S 8" HasapRY , AoJAG1�rt w S'I GIa.�1r BRIGGS �� 9 GAf�E - \�� 'fiMPsotJ /�.3s NicHOk_ � Et-•+=N TR11S5 STge!E A•l.L Sr BEIM, a IG"O-G. 4 / 04 VEer• BAR. @ 2'-a'o•c. \ -*' PLY wv0P ' on GONG. PANEL W/ Haor C eoTTorA Woop TIZO SS IY.& TOP �� WOTS� LPA,01"61 0" TRUSS •p. c H 09-0 �� 15 75 P'-F ' 481 T J H f -Ti LT-1!P GC►IJG• PA.IJEL Boll D BEAM �/ 1:4)-�G cn►I . COW T. LSDXG e 2 ' 3//4"41 A.V. � 2'-prOrG . W,' sK3x4:1 N PLA_T0 u/e-SHERf• U. 2z&JOIsr HAN6,Ee CS6AC-14 TRUSS N 2 x/i BOTTOM cHo2D U. q SECTION. SECTION SECTION - gvl-LD BEAM �r/ (2�-i4 c-WT- z:44+ eLarwub - IV,I4 :. N I CE 53.1-i , 53.2 I,S3.3-I QE. 53.1-1 RE. 53.1 I,53.2-I, S3.3 I -- 8� U11TEL- BLL1<'.1G w/C4� (o GOUT. I d I I ------- -`�L° -a — _ 7I-01 ---� 1 t..r .................-................................. CANOPY SECTION Qp N D BE*M ,j/(2)_415 GOUT - i JT. 12-04 Lt. 1&"0.G_ ► -._ . 06 veer, eAR a 4'-o"acr. .._........ _..__..........__.-� 541& xG T• LER�EIz M 8 111 ITFBOIJD BEAM4x1 Gl�FJr. LEGIGIEe 7 — _ - a _ _ -- , II 51MPSDIJ PAIR C' 8- D•G _ z 3 >< " PL.�TE 'I w D TFU55ES � 2' -O� O, 4�4x � cowT, ANGLE 3 y.I ' ' ,3.3-7 I'� X IZ" A.•B. 3x4 '-ANT• � ' , y waSHEeS C� 2'-O°O•G• I ' I I I ( F-11 I I Fi / 11 1 1 SI r'1AT'� Bo1.TED T° AIiGLE w/ N �� _ I " --- — Geol� co�esE 4 ti Iv R ,. PL�.r to'-$�4+ , I I I to-8 •I 4" PLYwlooD---� -OMSK ASOV6 90"p 4 is lox 1j' PLA 5 w/Cx)-�;�x BEAr+1 FOO, 0 Hca - V I +r ,� I ---� GJ1' lel SWT IFJ THE EIJD 0� VEST. O 1 HAW 415P- BY � Hoar � gorTt7► me, JOIST- �6Rs�"2'PL�TE �M LT 2'-0"o-c• 115oi,Arlow JoiuT !� I I i0�1D BEAM �.✓� � .• � Y . ¢ GopIG• SLAB w/G><G- !1 Cx) -q14- Goer• V* Lt 60LT W/ woof ;� • wl 4 w1.4 w•w•F• { IS 4iANr evve-e- wf 1 GAGE ���HF.IzS . Ile 1(! I Jr 12611J. +? IWO, C. l� i vEKr. so.c co i-dors. � _ � �:� - s v�•R s GaI,IT. �, } �E- soTToM of wA�t, SaME N AS, SNOLip 14 53.3 - 5 AaWVE. `_ B' OLTX - Ge0drED , . • 1 I i t 1- � 1 _411 rs 48 To �' � 4-'-o O C ( i1wLr,SS NOTED _ 8" G11JUJ r BeIG K. w/ '� GAGE r jr. Iasi". c! ieo°rG. � 1 (S�- �5 BARS coldr. +. • I I 53.3-a 8'1 u u rel, a Lu)ciL w/ B-� b" B" a'• r • (s)-•5 LOIJ1`r �-- i 00 O ' f 4 SECTION HECTO h WALL SECTION I i�E• S 011 W-1 I-I 7 EE. 53.1-) RE• 4Z.1 -I , 5t.3-I,S3,1-I ,S1.3-1 I u I 4>: 10 too C40w r. .E�+Eiz w/ !z)- c>b I tX F WLTS i 3><1 x V4' 1✓A SK-E � z'-o"o c.. - 'PROJECT DATE � wry 'y4" PLY p " pt-Y v�oOD DRAWN CI�CRlD ' ! ASH 1 . I y' y,l I' REVISED 181 511 t I 1$1.5_4 T ♦ // '� 2'' 11" 2 rJ _ 1_41fi JIH"6ifx 8Y _ ,T 2x Io � 2 a G . � � �►,,,Ts� ,� 1 x Io reL1s JolsT 2 yL 10 •i o 15 r F4Al.!4 E IZ h!14Ei1. d L— � I 15rIGxY4 FE, txlvl{ I 0 a I I ` 1e ; N ot— * J --------- -- - ---- -- } ---- ----- 8 M� 50W eY , A PJ kC_E W r - SST TITLE I�O -O STORE WA LL �' N I rs LXX ><Y4 ,. — F AAW46 I SLOP �C� ROOF FRAMING PLAN i / 1� V N' 11-� ` SHEET a I BEAM • JOIST CONNECTION SECTION BEAM SEAT QE. 62.1 I W `I,-o' 3/4,9 II-o„ 1a N II_O,1 :I I % QE. 53.1- I �T 10eE• Ss.l-I RE• 53.1-I JJI S.'3*3 PERMIT NO. 890E1f.19 I R aF ti ij ,I II . �,e:it.aYlYW,w..Yn.,.rw'•.�+......+......+:. r.....,...Au-wr✓+✓.awr..+r.r...w......wr......-_.........r.,,. ....,..,.-. .- .. .,........_....... .a.n-......,.. ......v ...�.-................-...w......wr.a:......rw......-.......«•.,..,..,.. .....»,. ..,...� r. .«......_...,.....w._ -.....—.-.. � .... , /�I�M. �a.r 5 ��r�.� .. err A ll'�� - ,r �1111111'1111111111It1'lll�l,'11�1111'i'{'III11'I'ItI'II{1111111111111{tIt111t11�111I111IIIII+1 I111I111111tIt11I111I111{IIIItit'tilli�iltl,I,I;I,111,1,1,1,1,III{1jiIII,I,III1111111111111111111 2 3 4 _ 5 7 8 9 10 I I 1? NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN t + THIS NOTICE, Ii IS DUH TO THF QUALITY OF THE ORIGINAL ` DRAWING. OE 627 92 /7. 9z Sz bz Ez zz Iz Jz 61 31 LI 91 ft1 *1 c1 91 11 01 el 9 L 9 S 0 IE z 1"•"" �+!IIIIHhmlunbar!unluulnnl"nluull1l11111111u11uulunluldualnulnUl"H�IIIII111111111IIIIIIIIn{nulHilli;it11111IlIIIIIIIIIIIIIIIIp{►IIIIIIII{111111!III!Illlllll{1111111!1{1111111111111111111{unlNll{u1111111{IIIIIIlllliullmlillubluUll11lln111111itllhwlnN � � - APRIL 11 1991 w a" 1 t �tw� yy�� '�j���(� t� '[fn /F�tVwtM�iL�YMt� ✓�rp.=ri, ���IL7. h. N�M�IwtA S.IiJ1L t frvrAI ' R •�b GENERAL. NOTES 1. COORDINATE LOCATION, INVERTS AND C{1N'NEI:°CXt%1l OPX3"�i'� +X.'C3$S AS 1 � 1 1 � IELA � REQUIPED WITH SITE CONTP"ACTOR AND 1/YTLL Axl ?w�kJkfl'3C�" 1 J II 1 (I \ `/ II 1 I LIGHTING FIXTURE SCHEDULE \ \ \ 1 APRIL 1987. UTILITIES BY SITE COIi'x'R�►t`L'1'O31 W. �'t �10N � R1SED 01900NECT BUILDING WALL UNLESS NOTED I�ITHaRlfix6Ef pSE7wL•I'L'Z — II II II I ry 3 fN, 4-MRE 1 SYM MAMIFACTURER'S INFORMATION LAMPS 1 REMARKS � s _--__----'----------------.=c»==a=aac=coot anam�==acaas===csoc=====_ Y(G ,� i•�r '•a, �+v '�L BUILDING CONM CTOR AS ASQUIRED , r• ----- BUILDING THROUGH EXTERIOR WALL AN CD11NtG'7�11` 4 ii C1 `I CJ C� C S.E. Rw>m ,•- L� e00 AWS1LITHONIA 0 L612-175M-RWF-288 11 - 175W *.RECESSED FRESNEL LENS DOk"-IGHT. 1 MH :W.'TAL HALIDE. �. FOR RECESSED_TYPE A U&ITNG BMW -'��- 1 A I 1 CLEAR 288V. COORDINATE CANOPY FRAMMiO f70 ALL7W r 1 00 r� Mu eV•�C 4.- '- ---------------- ------------ ------------------------------------------------ - 1 .r,j�;µC .J�a�u ,•f •+',1,� ~ RIO �, �r��ovl 3-�IiA31� � --------------------------•-------_ 1011G 1LITHIONIA • ��iP-175-MP-288 --:, - 175W 1E1(TERIOR HALL BRACKET ---- RM WM 7f IEA 31 a 1MH 1AL_UMI►.UM W)US1NG. POLYCARNONATE LENS *.CLEAR 3RONlE FINISH. 298V. ftp , (JR• 17 Y � t , Al, I 1-------- --- ------------ ------------ ------ -'------ -- 1MOLOPHANE I MDMF--175MH-20-B! 11 - 175W GEOIR TRIC WALL MOUNT " 1 I I i WALNW PER IEC c MH !tWCK RESISTANT PRISMATIC GLASS LENSAPRM 14, OQNNCRlRS 8Y Uw11Y--+r"-t _ _ _ -_' ,. .UM i!/0(CU) 10 MATER PPE, P(t�') M WOW RW 1 CLEAR 1288V 1� ', , u, • Ix • _._ -_a-oars sc====s=rasa as o==ax.cs--.___=mc.=ss=as=-ccc..-__-__.__a•'••�__�-_ :zxc _•- �f k �.5. �' •• 1 1 0 SHOPS 'C' 3 FIXTURE SCHEDULE SHEET NOTES rjf E 1/1'ri�-d 1. SCHEDULE 4C P. I.C. ROOF DRAIN LINE ABOVE, W/HANGERS AT 5'-O" 4 . O.C. MAX. SLOPE 1/4"/FT. MIN. AND KEEP LT,NZ ABOVE BOTTOM OF r ROOF TRUSSES. 2. ROOF DRAIN LINE DOWN AND OUT OF BUILDING, COORDI1%ATB CONNECTION TO STORM SEWER AS REQUIRED. . 3. C.I. SANITARY SEWER LINE, SLOPE 1/8r/rT. MIN. , CAP ZVI) AN"-. 1 i MARK LOCATION OF LINE. 4. TYPE L COPPER WATER LINE. STUB WATER L3Nx xxlo ►r>�axaa `',. :•• RISE 12" ABOVE FINISH FLOOR AND CAP. ` I ' O 5. 6" ROOF DRAIN ABOVE, "J.R. SMITH" 01010C + 1 Si. moo I �y i 1,� t 1 LL it j F 5 j . I iyj co ". 1 gw ;lm Z C:��H? tR rA i; i y 1R., h , Y,h'., t f i 1 k ,�♦� it 'e 'X,�,f'^.t 47F,s r�� r �! �''�",. � ` . Cc 4 r k E Y '� Y♦'Ra ' 'I7 ► j '� SHOPS BUILDING C ' a'""� f FIN. FLOOR 174 �' i i t 'lr�:.Y 4 it '; ,'� `4tp•��.. 4'� t DATUM 100 J y 1 FLu A. uj } t t t,•}" k }'?•`.eoM* y�i�1�S s�' �' � '�,�,M�`r tat Sp Uj r {ttLn Q t' .l f I 9 _ PRO 'CT 000T ~ aIsu FisR � `.�'�`t� H7�b 9►t1>1ni7 r REVI ' �t1 l 1 J ISN• 11 I.15 69p11 11 Irr�• I�II.�. — _ y �i 1 t 1A�M3� 1 i i r 3�F ' � lNIG 6t�11^'1Eht'T', �'� � n �� I,DII I • + '4 `Al " , �1i�'. �ui. a �. •-,� .�.��,.�...,:.�...�._._.• t t{ I pN wo. '• y1 r cid 4" a,i R� ":.1 J�K�C+. *CIO 1 ) s ,L, •t, e 5 EL EC1 ot'AN X. I IY :l LF • 'S • ,1 1 ys _ ., _,..•. s s� it • (-'r.PN I ll.T lu89e9 ' 90 c? nF. �.� ;I w M r . 1 SHO MECHANICAL/ELECTRICAL FLAN SCA E y .. . ._ aw.t .., �. i.� /iii�' ,., -..uv, „_..y-_-.,.... .. _.._ .... ... . ... ». .. _ h..•�r... r.� � 'wn�wy,.«,svnr.w... .r 9..�rst.... t ' -, � ;c1k4tE�i�lwllll-!1111 s' Yli�',att�llliifi;L �► ..rnr..w• .A�'" �I.. .,. w!�Nt �11�1r�ii.s►•�aw�tr-'a�a�e��5�li9i' .ft+�w.+w'+A ..►..t. fi,'L. +�,.,':;��w•w, �'�. ,, s. tY!tl431MB1 _ ..-. -_.......,,,I�I,y,.. ..._'moi: _•�Ys".�....•......�........_.._._...._..._......_._,.,,",• _ _.......,....._ -":y��M f*". .�..._... ,.,•._..._.........,.-.....».......�....,,._ � _. __.._.__.._.. ..__ w.+.'n•w.•.• I!1 *II�IIt1111111,1111111,1111�1III!11111111111111111,I,IIIII,I111I111I11!II�,I!II�IIIIIIIIII'II) I111IIII11 I•I1111111111!IIIIIIIIIIIIIII!1111111'I'I1111111IIIII!11IIIII111111111111 _ , 2 3 4 5 — 6 7 ----8-- 110 - 1 12 N!1Tf IF THIS MICROFILMED —""' -------_ , DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO T4 QUALITY 0(- THE ORIGINAL - ----------------- DRAW IW,, OC 62 Re L2 92 S2 02 EZ 2z 12 02 61 81 LI 91 SI t,1 E:1 2.1 11 01 5 d 1 9 S � 1. E 2 la•'w I�!IIIIII�NIIIR!1lunIu111nH1tu111ulI1IIIIIIIIIIII��ltfllnuluultn!hntlt' .�tn11111111111I11i{IIH111NIIIHtI11111HN11111I11{IIII1111111IN111{IHIIINIIIItIIIIIIIIL'11NIIIIIIIIIIIIIItII1111I111111111I1111IIlNIl111I11111111111111IIlUIIlll11U1lUIlIl1lII111'I!IIIIIIIIIIIII�IIUIIIH , APRIL 11 1991 i i y i'8 x�4 �s E F� �EVkrj PRo;ijsi 1 . Design tt.c. ,titian and 1 iue lords used: �� tti�l`'ffq Oy'! A. Used the 15'$5 urlfor m building crude � 8. Roof live load. . . . . . . . • . . . . . . . . .25 FS C. Wind Zone . . . . . . . . . . . . . . . . . . . . . . .80 MPH, Exposure B D. veIflmIC z_•ne. . . . . . . . . . . . . . . . . . . .Zone 2 .f Al rtiBEP�1 ?, Structural steel �a0 •I -� A. Steel des lyr,atlor, rr1 ;+ 5 Rnl l ed shapes. . . . . . . . . .ASTM A-36 4 \;�� Pipe columr,s . . . . . . . . . . . .ASTM A-5C', grade B I F1AiK Structural tutiro). . . . . . .ASTM A-500 , grade B I B. Field cor,nectior,s shall be made with 314"4 A--:07 bolts unless noted otherwlse . if a certain I "(� ` f is sltuatIon Is not detailed use a sItTltlar detail . ih 4�3 1��311 Connections ,hall general I : fellow the t>pes - showr, tri AIc•C mnnubl of steel con=tructlon. I C . Al elevations and heights given are from finoshed t :floor elevatic,n , which Is set at ICICi .00 or 0'-0" - / 3. Wood Framing / r r4. Glul art. t-,.,ns are : Gcwgles Fir , Ft=::400 psi , psi , [=I ,rOC, ,000 psi s To wA JL L. 45° ro WA .LL Z E. Rough Fr art I rig 1 . :foists , lEdyers, plates and ether ttrur_tural k-Uo $OUv • !-1 lumber :na11 re Dourlas Fir No. Z. v 2. Ledgers and plates or, ccnteGt with tt,e rt,asonr, 5A,ZS ;',I.sr :�.D F CAM .,1.1�501J I�.3 r7'" 7 ♦I = 2gyi II dl .V W sh,aI l be tre.ted. _I Thr trus rar,>r+acturer _tail Ge re:pans+ble for allx `41 bIocL Ir-, bridair,g, oind attachments r,Peded for the �, F"� ^ t •� y �� aE / �'S1�E r'I"ATES BOl T S Correct Frr {_,rl�anCE of his trusses S✓AJ _ i,� —� -- _-- -- a • _ s r •�+ IJ �i Exterior , panel rider 48::4. Use - �' 1' . . .� (V _ _ a <aT'�x�� �SE ,ATE w I,I p1YcIiI,s at the unsupported edges when tt,e Jo si _ • I 61$,1 !Q - Ir tI �d Ic �'o Ail i�1.E sp•acing Is 4' o.c . tVb11 ing . I0d ."ot' C•.0 et the plYt•,oGd rdjE'. and k,Ull ,dlhG Ll;,. •tl -- rr etEr , an,� _.0 E1Sewhe @ . 40 14AIA : O00P OF-At � �/ � The p' d .4 t. h r ver. as - U ,EiC�fit a, ,ar c�us t�G nt5 a E a i ��!� z) Z/' � / ,L ' Uri , * ! e e� t` _ 7t.i• el e, jot i _ :rr s tC, tt,e t0P C•{ — Q,, �� .. FJ LL FOE 4 06 p� .,, :v.r, ,deCr '� r�� u oor- ::e 6. In a Et, allght CJ ��1 � u1- rr U _- 11r•ii. t.itwiwr rr e' e'.atio given. IJJtr fhb? f r_� t1-e roof s I c p {rLrr, the font to tl•,e bz•CK / ! I U CZ) - #S JEI?T BAP-S i co of the bulldlr,:,, ii; tr a`:0 ttet the deCM. Iii II ■■ ■ 3i 4" Ir, dEptt, , i � 3�G :Gr / � �M � �_. i��0•C. �tJP_ 4'-O'I i i I \ SEGT101.J 4, *4rIZAC.TV4 rUCci9v'rE / r1EGH. 1Asr5u?P-1eP- A.S ro� NmETNEe. \\riQ- L'OT C><TQA J•'�A T"6 AitE ?EG1D. Fce AVJY mre-H• UUlrs. ! w DE TAS \ DETAIL DETAIL � 2 STRUCTURAL NOTES 3 \ 1 _ ,,II. t,42 11 c'-• ••3 1-I QE 53.1-I 1'E -•�fI-I X 0 J 1 CL Z O i U LL r � l I 0 I O ,, �� •1 r' I W ' • rV ' O on m O I N_ m - 1 I I I 1 r I I i I I I I I ' ' I i I ! I I I V i ' I I i i � i ! � � .`L• , I I I I I i I { Ii i 4 i I I I I i V ' I ! I ( I I I I I I I , ! i ' • ~ LIJ 1 11 � 1 i ( I i � I i I 1 i � 1 I I , I I I I I I � I I I l ► i i I I � I � ! I I I I I I I ► I � � I , I � •+ kr l I I � I i i I I ' I I c- 4 '• � � 4r I f I i � I I � .I � i I i i I I i � /� � % " . � `:r .Y . I _.'� u '•'iTS '..'I ""' I I i � ', 'i I I I , , i I I i I � I � � ! I \ � � •,� �� V .. - - I - ,. <r'. ti; ii'l- � I A�� I,� '. � Q • I � i I I I I I I I I I I 1 I •'� / �,� l z 01 cc 4 l l I >1� Q �I I I j I I I I 22 rLli55@4'-4)64 1 0 1■P LIP 14 PR0,IECT DATE f 8715 9/ 21 / 87 f I H 17 I `� DRAWN CHECKED 11 , • I I I j I I �'� �, R j RH _ 33 REVISED I I � 'sI MM'OIJ'r,LSSA, Tri t4ecH. -or [o�.erlvt� 1 le g � � �G rs\ , SHEET TITLE I I i I 1 l SHOPS A N= 17' 2iig11 I I 53.x.10 I3OOF FRAMING PLA.N H d lYtoCCJ7�i ot. /; `i 18's�4 s11 4 22' �I s5 � 4 11-0 y I� log f 4 d x 2 - - - _ � - � aG l �Ig ��qu , 2x.4 CA;1+iC-E• �4" , (AM 139 E; �/4." I ,t LA.Nte�P_= 34" t -- .� II -il -- �3 I I I I•- �..; SHEET 53.3 3 2X IOC 533 2 ' I SHOPS �A ROOF FR/,MING PLAN 1a ►'� l C u- , 5--3 . 1 oil i Z _ J- id M. A2,1 I - - - 1 r;, M ,I- �/—•ods •re�SsEs & '-F-,MIT NO. 890809 ;,f;',I�I�'tltlll[Ill[I[I�IIItIIIi'[IIIIIIIIIIIIII�[Itltltl[II�IIIIIII�t�'►Itltlt;t�I 111 III Ili III tit tit Ili Ili [lt t�l ill Iltlll[ III III 111 [I[ I�t Ill II[ [ll III II[ [II I[tl ,I ,:� ..,..._.......,.k. ;...,...•.��..,. ._ w,• ... .__.._.. �1 11 I i I I I ( I I I I I I I I t I I I I I t I I tt l r 2 3 4 5 6 7 6 9 10 11 12 NOTE: 11 THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NO'ICF. IT IS DUE TO r THF QUALITY OF ref ORIGINAL ---- DRAWING. OE 6Z 9Z 12 9Z SZ j,L' EZ 2Z 12 OZ 61 91 LI 01 SI rl EI Z II 01 6 9 L 9 S e E 7 1•'"" . �1llltudluduullullu11iu1►lultlluduuluulupluuluu11o11:n111ud�minulin[Iuuluultutluula�tlnnlnnhutllli�Inulnnlnl1lMnlnllhnllnulllullllduuluuluululdlulluu6utlluthmhnthutlnuhwl!ur�wluuLwl�tll'dlnulullllwhm � - APRIL 11 1991 , - ----- -- - 1,- sou D BEas c. M �-'/ (2)- ow r. - ,` BAND BEaM �� ���-#4 �t�►J1-. I � - '6IMP50W' PAI$ LF 81-0''0.0 i 2 x 4 B,•l _' K4 F1 w 3X A I ►ROFf, O � N QT I ���`'�� �`1MEf� �• 4 1;OWT• PLTE (30LT•ED TD 4A 4 ,K j; 38'1 i �►' «_ ,1 'S I M Ps o ru' PA 18 C!-1 G Q A El CSI LX �/ �8 eP 60L-T5 @ 1&,"O•r- • I > (liLOUT FULL, F02 - - - -- --------- 3 x 4-tat SOC k 1"61 ' Zt 4 L3L,�KIN CZ) CDU(?'E6 /�l3ovE • i3CJ11D REAM •'� (2) - �4 CONT. Cd 8 O o.c, `F� V' x �I l3DIJD 13Ea1� I 1/+il PLY•�O0D- W 4 X 4 Nei G0A1T ANG[-E pl 5x4- GOVT. PLAET (30L.TED To IT ; 4- ,c 4 x' 3B COkir. A_►J RLE L.✓/ 1 4) y Z A .3 (F I L ac_ �� > as" TJH �� PE Y"✓oOD /+ r-�Ywoon ;'44• PLYwoov O " VALe,�5 ' J -- .1. i.r-zrrs r� { •�i�r�rs-� .� l'rl �s} �• 13, GJ 2 0 0•G. i -- - .' _ _/ 3x 3x Y4" Pt- F, wASHP25 � 4 ,4p DONT. LEDG+E2 �✓� "rp E p of f ? ,' 'SIMP4r, f ,kTI$ G EA41 TVLJS�, \ �4 E1CPAlJ51pIJ BOLrS C'QkDHrA_kV .�'S 54E,4 CP 2'-d'04• F' �- _ ( t ---- ---- ---- ----- ---_ _ _ _ _ .- ----- 11 21-U° p.G w/ 3IL3 �Y4'' 1 ax �x 4' PLATE �.�p.SHE�S �G !o _ ; 39 Go 1J T• l-F_p6W -i �1� 1 u a8 TJIav ' 4 4 6 2 -O O•G. > I �n t<Y , ,IgfAGJT ' / / � •' w,� ;x 3x:4.1 GL4.TE we.SHBQS I C 61AWr 16 V_ �� q �,a�E � ._ ;IM Pso01 /►.35 A 4CHDIZ c, Each TRLIGS I L i rII.T-Lr' cOrJc; Pxa.►�E1. #4 VFP-r. FAIF. @ 2'-o''o•C ` 'i'q=' nl woov I en W �-�,/ 1100 C� C3oTTOr�I _ woop 1 - I 2x(, TOP '\ ' uOrE '-OAPk4A TeJ',S , O I - -- GHcvn \ 15 75 F"sFCc • ' 0 I i 3cEJ D BEAM w;' (4)4(a coN 1-I:.T-uP GONG, P�uJEL. 1 3!G c 0►J T. LG Dla I,R, W/ ' 1 3/4m ,n. g. � Z'-Oil 0' G . w/ 3 t 3xy" �`1 06 PL-A �E 2xG !GIsT 1A1JGf C� �AGH ri?1JS5 , Z �a r3 01 70M cHDRD N SECTION SECTION SECTION r .; c j PE. 53.1-1 , 532-I ,< 33 I PE 531 -I 531 .1, 53 . � S3- I povu a :AM C�7- '�4 c:.q,1T. 2xa- D�ar.�luG �•�' r`" ! E F./te_ w/C4) Co GOUT: ^ l 414 -7' A 1 Z 0 � I CANOPY SECTION ( � m : co t � X O e �,IA.k,T e,21 � �/ 9 6AIaE ' ♦Z^ fir. ., U LL `vim Y_ L, - �. .,,. � 1 � �� i - /�� ' I � M Q. 1 I � � � ( I I f i I I t I I I I I I � ', � I I i ) ' � I I , � I�'`� � '- •F'�� ►J + �, . ". - � P � o I I I I I I I 1 I d)r �: J '��T. I _ '✓ O I , I I I I i � i I I �� i' � s'- 7 I � >< [." A. •5 n r . I I I �*� _� ( I j � -' tirc � I �.'� }• N tom^ N I r �� Ili$ a r - I •r Y ti lU t i2 f LATE %l 1 ,�} PLY: 11 i I I -- 4 110 o� i % , • ar [2)-y z" I o iI ( iJI I Ir I Hr_A 4 c- ,T- 2A.P. �� I 9 1 j t,►J �L1T �. S:iT I!J 'I'AE E.Ljo OF W:, 'V. v 151 r T!ie `._' IZ' GL. 5. RE >>•' � Y ' if 0 FL 4T E T. ttJ�OG� ` k,•' {. �1 4 .,1 1.. F. I _ 's Jj i I I i i _ t _ Y r ,! • I, I 1 C7 , I � 1 O E 1 _ ++ _ �„ ,r, `, ,?;.,��,,� .�/'l.2)-«5 rLl1•� ' I 1 / I C _ _j T r3?Irr p .... i j � i )! •'ELJ , �� I�"17.G. � '� •'' i' �� � r '�1 I I ,_ • ti � � LI,J ,� a cr RJ .4, 1 Oil 41 311 811 ; L T • j ` #.'i:, ► SECTION , , I 1. ` .:CTIO1 ~-� r�• J7'P_ 531-1 i'! X2. 1 I , 52A I, ,3.1 1 ,5 ?3-1 C WLLJa J _ O cr U 2 I Q I I I l i �f87 5 PROJECT 912 E/97 r r34 ��{�JOD i)RAWN -CHECKED NH RH I I I 2 111 2f .� — rJ I REVISED ?Qd �,Ts -_. .m. IvJ - _� CJI HaNUE� BY T¢L1s JD15T L ,4 •� -- — --- — 'A50►JI_Y , AvJa�uiJr - �7 Cj.L. C3�A_M �HEET TITLE '� 11 I I 3�V 1 8x15x �Y4 Fes' SHOPS •c' i I ROOFF FRAMING FLAN r.5 to r.G z Y� �L i, _ • ' SHOP C HOOF f"R1,VINGI PLAN 11-oil _ S4EET �E A2.1 SECTION BEAM SEAT [SEAM JOIST CONNECTION 3/4'1 = I -o• g/,}"= I'-D° 3+11 : II-vel r ' PE. 53. 1- I pE. Si•I- I Rc.. 5 3.1 I 10 s-3.3 • i PERMIT NO, E1908EI9 1 .1. OF 11. - as•.y- .. , 1 y .guns...........,_......-..._....._._. ._.., _. '!k'pwrr...-mnroe+-+MM•n.-_. � .I . '"�11111��1111111�11�111'Il11IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�tIIIIIIII�IIIIIIIIIIIIIIr�lltl1111111!F>jII111!•III►IIIIII'�IIIIIIIII (IIII1111111I1111111I111111►I11111III1111111111111I1 tt r', ' 3 4 5 E 7 Et 9 I�1 0 11 2 r NOTE: I F THIS MICROFILMED —^ •1-- DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL URAwING, QQ 62 92 a 92 SZ t2 EZ zI? 12 oz 61 BI LI 91 SI bl EI 21 II OI A 9 L 9 S b E Z • .►nlualnNluNil,uL111hmLnlhN111n1hn1h1►1hn1lNubutI1111111NNlUlln�l111nnh1tdnc1luulnNlnn,nnluuluillnnhull[uJ�n1'mfiullHuhu!�ulllnn�uubnl�ulduu�Iwlualll1111u1hu11nnlnnbw�Ilb�ulluuLwlwlluulllullulluulnn '' APRIL 11 1991 � �