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16200 SW PACIFIC HIGHWAY-30 ARCHITECTURAL ROBERT L. HANULl )R. 200 NOR1FI 0TH STREET BOISL 11)AII0 83702 5T9 (208) 34 3- Ib3�i ftl7tBER'7 L. �) �HA�MILLL, R FORT[AND. S-I RUCTURALl OREGONAA�VQ~ TIGARDTOWNE 00"QUA RE it \RhltiON I NGINI I RLN(, C QF Ql` I20-1 1VI'S F ,ith til REFI NiFRIOLAN, 1DAII0 8304) (208) 8118-7-107SHOPS BUILDINGS "A", "B" & "C„ ELECTRICALWLESIWOOD CORPORATION Wit L,\iORFH ENGINELRING 2130 NORTH COLE 3030 MOODY AVENUE BOISE, I() 8.370} o (208 )37b-•30;3 PORT[--AND, OREGON :�I PHONE: 222-2000 ow o I � o� 0 U 06 f ABBREVIATIONS GENERAL NOTES SYMBOL �?: M ' - - F� _ ' m A�if�RIAL LIST DRAWING INDEX � w A-0. I 'TITLE SHEET � ♦^ SITE AND ELEVATION REFERENCES A-1. I SITE PLAN V, AT N. NORTH 1. THE DRAWI14CS INDICATE LOCATION DIMENSION- , MEFERENCF, AND TYPICAL DETAILS OF CONSTRUCTION. _ A-2. 1 SHOPS "A" FLOOR PLAN & ELEVATIONS ` CENTERLINE (N) N' THE DRAWINGS DO NOT INDICATE EVERY CONDI_ WOR1, NOT PARTICULARLY DE'..'A1LED SHALL BE OF M 0) DIAMETER IR ROUND N.I.C. 1 CONTRACT CONSTRUCTION SIMIIAR TO A-•2.2 SHOPS "B" FLOOR PLAN & ELEVATIONS Li. N0. OR i ham, PARTS THAT ARE 'JETAILFP. �1-2.3 SHOPS "C" FLOOR PLAN & ELEVATIONS � Z A.B. ANCHOR BOLT NOM. No 14'-0" A-2.4 ROOF PLANS & DETAILS z A/C AIR CONDITI02TI17G N.T.5. NO SCALE 2. DO NOT SCALE DRAW:N�, AL. ACOUSTICAL �- BUILDING SECTION ELEVATIONS - " - -- FLOWLINE, SV'/AI_E, CREEK A-3.1 Not Used 0 AL. ALTEINAT 0.C.. ON CENTER A-4.1 'BALL SECTIONS & DETAILS J ALT. ALTERNATIVE 0.D. OUTSIDE DIAMETER 3. FIGURED UIMENSIONs TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR, THEY �O� ARCH. APPROXIMATE V:P. OPPOSITE SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION. 51 FINISHED ELEVATIONS ON GRADING PL/\N -- - - - PROPERTY LINE r.-2.1 SHOPS "A" FOUNDATION PLAN ARCH. ARCHITECTURAL S-2.2 SHOPS "B" FOUNDATION PLAN 06 AUTO. AUTOMATIC P/L PROPERTY LINE 4. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 1301 S-2.3 SHOPS "C" FOUNDATION PLAN AVE. AVENUE P.LAM. ELASTIC LAMIN'.TE � PLUMB. PLUMBING EXISTING ELEVATIONS ON GRADING PLAN - -- - CENTER LINE S-3.1 SHOPS "A" ROOF FRAMING PLAN Q BD. HOARD PLYWD. PLYWOOD S CONCI:ETL DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND T` THE FACE OF ROUGH OPENINGS. 5-3.2 SHOPS "B" ROOF FRAMING PLAN DLK. BUILDING P T 0 PATER TOWEL DISPENSER S-3.3 SHOPS "C" ROOF FRAMING PLAN a BLV. BLOCK 6. MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND ROUGH OPENINGS. BLVD. BOULEVARD F RADIUS � O B. BEAM Fi REFERENCE Mr-2.1 SHOPS "A" MECHANICAL & ELECTRICyI, B.C. BASE of CURB R - PT:"I RED 7. PARTITION DIMENSIONS ARE GIVEN TO THE CENTERLINE OF STUD UNLESS OTHERWISE NOTED. PLAN ELEVATION SECTION SCHFDULE REFERENCE ME-2.2 SHOPS "B" MECY.wNICAL, & ELECTRI AL BOT. BOTTOM R. F •-.M - 0 B.U. BUILT-UP R.0. N .H OPENINGF 2.:1 SHOPS "C"'MECHANICAL & ELECTRICAL ■� '^ 8. DOOR OPENING IACATTONS ARE DIMENSIONED 'TU ROUGH MASONRY OPENING. SEE DOOR SCHEDULE FOR � V♦ CqB. CABINET :3.C. SOLID CORE CETAIL NUMBERS APPLYING TO EACH DOGR. C.B. CATCH BASIN S.C.H. SEAT COVER DISPENSER D E'I A I L C.C. CENTER To CENTER SCHED. SCHEDULE 9. SITE WORK AND PREPARATION OF BUILDING PAD TO 8" BELOW FINISH 21 /2° - 1 0„F �� CEM. CEMENT S.D. SOAP DISPENSER FLOOR BY OTHERS. SHOPS BUILDINGS CONTRACT INCLUDES 4 0 T - SCALE � - - CLE. C_EZAR SEAL. SEALANT CONCRETE SLAB OVER POLYETHYLENE VAPOR BARRIER (MINIMUM 8 RE: 4. 1- 1 (6. 1-8) E- -- -- SINGLE OR MULTIPLE REFERENCE BACK TO SHEET(S)CDR. CLEAR SECT. SECTION � � [_ CMU. CONCRETE MASONRY UNIT SHR. SHOWER MILS THICK) OVER 4" GRANULAR FILL) . COORDINATE ALL WORK WHERE CALLED OU 1' ('R COVERED C,o. CONCRETE OPENING OR S . SHEET SHOWN ON DPAWINGS WITH SITE IMPROVEMENT DRAWINGS DATED APRILCOL. �- l CLEANOUT SIM. SIMILAR COLUMN S.N.D. SANITARY NA KillQ 1987 & ADJACENT BUILDINGS BY OTHERS AS REQUIRED. REFERENCE NUMBER ON SHEET 4. 1 CONT. CONTINUE SANITARY ---- - SHEET NUMBER(S) WHERE CALLED OUT CONT. CONTINUOUS S.N.R. SANITARY NAPKIN 10. WHERE NO MATERIAL NOTES OCCUR, THE MATERIAL INDICATION SHALL CORK. COR..IDOR RECEPTACLE 114DICATE MATERIAL TYPES AND ITEMS. C.T. CERAMIC TILE SQ. SQUARE DETAIL THIS DETAIL, SECTION, ECT. REFERS TO SST. STAINLESS STEEL DDL. r*UBLE ST. STREET . N PFT. DETAIL STD. STANDARD D.F. ERINKING FOUNTAIN S'TL. STEEL DIM. DIMENSION111 DN. DOWN SUSI SSECTION AND DETAIL REFERENCES o USI. SUSPENDED STRUCTURAL DWG. DRAWING SYM. SYMMETRICAL (E) EX.STING TREAD Q' EA. EACH T.13. TOWEL BAR BUILDING SECTION E.E. EXPANSION DOLT TEL. TELEPHONE EXPANSION JOINT THK. THICKhF.SS Q EL. ELEVATION THRES. THRESHOLD ELEC. ELECTRIC T.C. TOP OF CURB -- - - - 6.1-1 N E.P. ELECTRICAL PANELBOARD T.O.P. TOP OF PAVEMENT 6.1 - 1 EQ. EQUAL T.O.S. TOP OF SLAB REFERENCE NUMBER ON SHE=ET 6.1 O EXH. EXHAUST T.O.W. TOP OF WALL cr) EXP. EXPANSION T.P.D. TOILET PAPER DISPENSLR --SHEET INHERE DRAWN F.A. FIRE ALARM TYP. TYPICAL 1 F PARTIAL BUILDING OR WALL_ SECTION � T DAR VENT. VENTILATION I 7 F.D. 'rIAOR pRAIN VERT. VERTICAL UJI FDF. FOUNDATION VEST. VESTIBULE N I O F.E. FIRE EXTINGUISHER V.I.F. VERIFY IN FIELD J1 l CODE DATA _A�__..- _-_ O F.E.C. FIRE EXTINGUISHER CADINET V.W.C. VIN:L WALL COVERING V � � I N F.} .C. FIRE HOSE CABINET 7 4_6 ir F.tI.M.S. FLAT HEAD METAL SCREW W/ WITH �. REFERENCE NUMBER ON SHEET 7.4 F.H.W.S. FLAT HEAD W000 SCREW WD. WOOD i O FIN, FINIF W.GL. WIRE CLASS SHEET WHERE DRAWN FL.. FII " RIG) W/0 WITHOUT' FIASH. FI NG W.P. WORK POINT F.').C. FA IF CONCRETE. W.R. WASTE RECEPTA LE *CODr - 1985 11NIFOPI I BUILDING; CODE Amended U the State of Oregon 1986 Structural Spec- DETAILS ENLARGED FLOOR PLAN �� Q y '� I - I F.U.F. FA �F FIlIZS11 W,W,F. WELDED WIRE FADRIC ialty Code and Life Safety Regulations _-__ - _- I w V) F.C.S. FA )' STUDS f J I .O.T. FA. Of TREAD OCCUPANCY - TYPE B-2 "--REFERENCE FT. Foo c;� FEET - REFERENCE NUMBER ON SHEET 8.3 a FTG. FOO'. ING , _- .� / - � � - �- � FUR}:. PURRING (�,ISTRUCIIO[d - IPI r III-ll BASIC A11D.1ABLE AREA PIM SHOP BUILDING = 12,000 S.F. •• e A. 'vY, 8.3-1 1 i w GA. GAUGE R)CREASE FOR SITAI�\TIORS PER UBC SEC. 506,(a , 1&2 ) 8.3-1 i ^ U GALV GALVANIZED ( ) ACTUAL S.F. I I I V . N G.B GRAD BAR SHG2S "A" = 12 000 S.F. (P,AS1 ALLOWABLE) + 6,000 S.F. INCREASE = 18,000 S.F, OTAL, 17,"I 40 S.F. L '• J G.T. GALVANIZED IRON (STEEL) ` Cr GY''. GYPSUM (PER UBC SEC. 506, (a),1) 8.3-1 _ _- ~ L, I SHEET WHERE DRAWN Z 1•.u. HOSE BIBB SHOPS "B" = 12,000 S.F. (BASIC ALLOWABLE) + 6,000 S.F. LICREASE = 1.8,000 S.F. TOTAL "12,600 S.F. _-- 0 Q 'I.M. HOLLOW METAL (PER UBC SEC. 506, (a),1) (ELEVATION ) ( PLAN OR SECTION) (PLAN) HORZ'L. HORIZONTAL - -_--- (PLAN_ Cc d H.P. HIGH POINT SHOPS "C" = 12,000 S.F. (BASIC ALID4ABLE) + 12,000 S.F. I:dCREASC = 26,000 S.F. TMAL 6,400 S.F. W � N R• Hi:IGHT H-PUR HT. (PFR UBC SEC. 506,(a),2) < M F. w I.D. INSIDE DIAMETER EACH SHOPS BUILD , SHALI, BF: SEPARATED FUI Al Y AWOINI.'VG BUILDING BY .4 4- HOUR AREA"1T. � Ir INT. INTERIOR INSULATION sr:�'Aru�Tzoi� PARTY WALL. (13Y OrIFERS) ROOM TITLES NUMBERS AND-IN i FE R I C}R ELEVATIONS / Ur I JAN. JANITOR IT. JOZhT MEANS NO ELEAVATION IF NOT FILLED IN --REFERENCE NUMBER FOR ALL OR ONE ELEVATION KIT. !U"CHEN EMPLOYEE'S LOUNGE 42 R.O. XNO^_1',OUT LAM. 1 AMINATE PROJECT DATE ROOM ELEVATION INDICATOR WHERE FILLED IN �''8715 9/21 /87 LAV. LAVATORY ROOM TITLE L.P. LOW POINT VICINITY MAP `` -- - ROOM NUMBER SHEET WHERE DRAWN DRAWN CHECKED MAX. MAXIMP" M.B. MACHINE BOLT J7 DJF MECH. MECHANICAL MET. METAL w. \- 'f •(---"---1 � - 4 '•, y. � MFR. MANUFACTURER �!' pr. \ TL'; • sAc MISCELLANEOUS REFERENCES REVISED M.H. MANHOLE ASI' rr+w t MIN. MINIMUM MTSC. MISCELLANEOUS -, '' _ w�- M.0. MASONRY OFF.t7ING SHEET KE`! NOTE (SCHEDULE AT RIGHT JJJ \ J f-- WINU(JW KEY' �''- :� ■y 'd MARGIN OF: THAT SHEET) E-" DOOR KEY 4>4- -CABINET KEY KA TM ` I v �• 4-EOUIPMF_NT KEY = _ ( SHEET TITLE �. E Y TO MATERIALS APPROVED FOR CONSTRUCTION I CITY OF TIGARD PERMIT NO. i DRES TITLE SHEET SITE AD CONCRETE RIGID INSULATION •.. �- ALIKE' ' � .r. ' •%� [ s �'` !3Y` L r r - r BRICK ZIA STEEL SHEET �ir..'✓I?•1 f�'a�' �� _til F` .0 CONCRETE MASONRY UNIT Lz��J ALUMINUM i�APF4� FOR CONSTRUCTION CITY OF TIGARD M I�__ METAL STI DWALL - PLYWOOD A-0. 1 PERMIT NO. }��rZ 8 SITE ADDRCSS BATT INSULATION _ BY T -DAT E,4--.��? GYPSUM BOARD ITLE .- ..::.,, :- {..,,�p xi n'. � tn �I� w.�.w''. _%!��`-,e,11J'wi1�,,�i-�-o"�Sf ��;..',�R.�1!IIF �NI� ` .'`.,a3# MIf.W' �.�Yi'L�Td ��f�S�'S"!:�'''�h" e . ..�. ."y,',"i!:�� l�ia►"`�� '- -- `:aM�,i�,�...-.... .- -.".�.r�. r "��' 7.. - „'S," '.�' •'aU4��'4' '.'��pfn�:fAka: Yr:�FIOf: �. .a: 1 III{lll i�ili�l i�il��l li�l� I Illl�l� i� illll�i NOTE: IF THIS MICROFILMED I 1I I I JI URAMIDRAWINGIS Li_SS CLEAR THAN li��jj; THIS NOTICE, IT IS DUE TO THE QUALITY OF THE URICINAI, URAMING, EIilllllll Zlilll►III Tli4lL llll+i�S��Ill�ijZ�Ill�lil►�ZlilillllE l�ll►IIL��II��i8�T :i I l-lLiTli.. - 1 �T ilill,ill, 111 li�iili�ll ►a!!il��i� !��iliiil ►Iilii�il� il� Ti� 1ii� �1i� liZIIIII1II,LI il ►l�t lliili,i1lLJi1iil9 i l y JUNE 1 1999 f �1 i --1--r- DURHAM ROAD --- - --- - �� / I � _----- GRl GON l / OF 00 ` / PAD 'C• 4950 S.F. I . 40' 01 . Ln 1 1 � PAD D. -- I T000 S.F. _ KIOSK O ' I ♦R V w p U-) Iy1 cc Q / / I U od/ 1 co 0 1 I D Z 25 / ® I M / - — 24' 24' 24' 29' 24' 24' 24' 24' 310' 24' ' — �4 24 24 24 _.� 30 _ od _.co , � _ M I • I F) / 60 �g 60 �...1 L! I/ PAD "" , t3 5 = O . ` 'e' 54' 8' 0 2' 0 f = I S.F. �✓ , 12' -8" '�' 8 0' 120' 1 V) 1K 9! w I 0 SHOPS B SHOPS Cn ^\ L .v SEE SHT. A-2.2 d v MAJOR I1 E . . Lo1 / _ 30,075 S.F. I Q J LnI «, 4 3,13 0 S.F. - (N.LC.) I V I I I I I 1 G / --- 5400 S.F. [� 3600 S.F. ----------------- ------- - �»r ----- ---- —___ - o rn {{� v ' I M/ I- 0.1 - f 0� _ f q U \ - ,N 150' 8" 7 3' ° 108 5 13' Ib01/ x>: 26' , 20 1 - r MM Joxa � IF 0 U I O N \-- -., - \\ 1 1( ( I V/ In L�7 ® 27,_0" CLR. w '� a N1 z M _ u J Lo It •\ I I a 1-o 1 I cc \ W v) Z\ • � II ; ; GENERAL NOTES 0 n 3 1 N r J5 _ 4 ----- 70,-------------- I �- Cr Q 1. SHADED AREAS INDICATE LIMITS ITS OF WORK 2h' THIS CONTRACT. ' I 2. PREPARATION OF BUILDING PAD TO 8" BELOW FINISH FLOOR BY -- i / r OTHERS. (SEE SITE IMPROVEMENT DRAWINGS DATED APRIL 19E7, PROJECT \ I I N.I.C. ) . SHOPS BUILDINGS CONTRACT INCLUDES 4 CONCRETE SLAB DATE �� *8715 9/21 /8i' ' OVER VAPOR BARRIER OVER 4 GRANULAR FILL. 3. EXTEND UTILITY AN'I ROOF DRAIN PIPING FROM BUILDING AS DRAWN CHECKED � / I REQUIRED AND CONNECT TO THE LINES INSTALLED JP bjF i I BY SITE } \ I I CONTRACTOR. VERIFY AND COORDINATE LOCATIONS AND INVERTS. TJI (FOR SITE UTILITY AND ROOF DRAIN LINE LOCATIONS, SEE SITE REVISED " / IMPROVEME14T DRAWINGS DATED APRIL 1987, N.I.C. ) 1 I MAJOR 11111I 4. LAIIDSCAPE AND IRRIGATION SPRINKLERS BY OTH7-RS. COORDINATE 03 �7 J.F. I ALL RELATED WORK W/SITE CONTRACTOR. IV 45225 • 1 5. COORDINATE ALL WORK YD TNIS CONTRACT WITH SITE WORK AND WORK ! ,,,. I I AT ADJACENT BUILDINGS AS REQUIRED. SHEET TITLE PAAD I / 4000 I I -- � 25'-0" CLR. SITE PLAN 1 1 S.F. ' "ORT _ H " ------- SHEET -- — --- -- - _ _--------- �" -- A TIGARD TOWNE SQUARE SITE PLAN - 0, OR REFERENCE ONLY, SEE GENERAL NOTES) --------------------. - - - 1Bt�-t. .. �1' . .;. �.I..�u �1 '�i�• i1. .. ..,.,�Iw. rv.-tl .. � C AGR -N�' V ' 111 111 I;I 111 ISI 111 111 I 1111 111 III I � 111 111 II 111 111 111 111 I I lil lil 111 I 1111 Illllil III 11'11: 111 � I I � � 1111 I I I�I'III 11,11 1111 III 1111111 1111111 111 I I ' NOTE: IF THIS MICROFILMED I 11 I I I I I I 1 I 1 4 1 I i �i 1 I I � I 11�� DRAWING, IS LES', CLEAR THAN VVl _1_ ___�-___-1___ _ - 1- THIS NOTICE, 'T IS DUE TO _ THE OJALITr cr THE pRwtNal- g L Z LZ L 4L Z B L L iL t 8i I Ll LZ t l I l ITl l 8 IL 9 . T9 ► S L l r ,.� DRAW ING. IIII iIIIIIIII IIIIIIIII iI 111111 Illl�illl illl�lllil�llll I!II�IIII IIII�IIII�IIII Illi�llll IIII�UII iililliiil, �lIII 11ii111i�i11111iiii iiiilii►illil►Il1lllulil111lliliiiiiiil{liil(I��iiil�li� iilililii �i��lilill�liilulilli1�l11�i111i'�iiili�ii iiiillili iiiilii►i iif Ilflllll '� JUNE 1 1990 J s.,......•�_. ....__.. .. .,n,:u.-. .,,. .. _ r�t�'ilr-MIWt7fYiKa317M1.- ' r w i ? rt b Z 71 Y, m' (r-- W. -- _ \ w wcr � w2 8/ raEE 1"1..00R " I a - --- 1'L� '� c ah la.� AD TaIZ�� 7 m _ C _ m J - r� '� W - LL 0 OL q - -� - - - -- - -- - - ---- -- ---- -- --- -- - - - - --- --- - -_ - - -- - - _ --_ - -- - -b ---- -- - _ - as�rruwo Z ONE GON - oI ��fy I IVIP �\ So. U I - �- -_ - - �r� � i OF i TYP OP 2 _ ---- - t lo'•I/2° - 1$ T_�--- - - I Igo I "lip (14 \ loo;Oil \IF �A IL 0 I J + -- t E-- - -,1--- •, -- -- - t - -1 r - - -- - - 1--- --= - ---- 1 I, - ,t ? - -'- ? _ Lr - r-�..-t---- - - iL--JT'-- -- - -- --ri- -1�--- -- •---� -u- -r- - rL'- 4-t 1 NORTH ELEVATION 2 NORTHWEST ELE�ATION �„ 3 V EST ELEVATION (PARTIAL) O SCALE: 1/8" 1 -0 SSCAI_E:=1/8 1'-o' CALE: 1/$ 1 O Tot RY _ 'I W w I I w IZ2 .- - -- -- _ d- _. --- - ---- - __ ---- W - -- - -- - - - -- - - - - - d� v� - - - -- -- - ---- __ -- - -- - -- , -- -- -- I IF "r-r I a 2'0 SIN, t V 06 Ope l�sm m W ;_4 OUT m IOIJ.o -^-------- - - _ -- - ------ - - -- - yam \ ---- -- - ---1. 1, - - -�_ --,i�,- -- --- -- - --i-- - - ---- -- - I i D.OLOOR- i IN S-e.1-i'bl�-"N-Iit-1714SOUTHWEPT ELEVATION �� 'SOUTH ELEVATION Q SCALE; 116"*�'- o �, EAST LVATION (PARTIAL) G SCALE: 1/8" =1`l SCALE: 1/8"-V-0" = (n f D 7 od CD a. V . O I 0 / �� U- rn Jell < . m W 0 k /Vl�l V' '4 1g) 2t .. _� <<� 2 'y�� ,� 2 t�\�► '*C.gq 43 N �' - g• -- -O 113 -,- - - --- 1 �'.O 4 1g O' 1 O 1 1 4 � O 1 - 9 O � � � N y - A 'D •G' G tsi-O 1�•O sl'�ri-1�T ";:- 1�-O" 1 ', " 4 p° \� \� - --- b d G-5Ys 4 � - --�-- -- tj - - -� - I � z II I SHEET NOTES , \ \\;a / \\ ; 4 1. PRE-FINISHED METAL R)OFING SYSTEM 23. SINGT,E LINE INDICATES CONTROL JOINT, TYP. 1 2. LINE Of' ROOF BEYOND 24. DOWN SPOUT (CENTER ON PILASTER), SEE A-2.2/6 \ 9 \- // G / \\\ Z r / K \ \ z 3. INTEGRAL ;UTTER 25. ROOF ACCESS LADDER, SHEET A-2.3/8 cwJ 4. WRAP EXTERIOR FA.E OF COLUMN WITH ANODIZED ALUMINUM BY STORE 26. BUILDING/SITE LIMIT LINE, EXTEND UTILITY AND ROOF DRAIN O -,, FRONT MANUFACTURER. (TYP.) PIPING 5'-0" BEYOND B117LDING.'SITE LIMIT LINE, UNLESS \ �� T�\ tf� •4� R OTHERWISE INDICATED A140 CONNECT TC THE LINES INSTALLED BY 5. 4XSX16 BRICK, SEE COLUMN DETAIL A-2.3/7 FOR SPECIAL BRICK SITE CONTRACTOR. VERIFY AND COORDINATE LOCATIONS HND uj2 COURSING. 7N`IERTS. Z 6. f . Q CMU RASH ENCLOSURE WITH a" HIGH SOLID MASONRY CAP, PAINT TO 27. GLU-LAM BEAM BEYOND (TYP. OF 2) , SE.S STRUCTURAL MATCH SHOPS BUILDINGS. CHAIN LINK GATES WITH RED WOOD SLATS �\ ��' �a` ' 0_ AND HARDWARE AS REQUIRED. 26. PIPE BUMPER (TYP. OF 4), SEE STRUCTU,'RAL Lu 7. SKYLITE, SEE A-4.1/7 28. PIPE BUMPER TYP. OF 2) , SEE A-2.2/4 \�`� u G.q�►.GarJ W ( O FETAL PARAPET CAP, SEE A-4.1!16 29. 4" CONC. SLAB W/5x6, W1.4,tW1.4, W.W.F., ON 4" GRANULAR FILL 9. METAL PARAPET CAP, SEE A-2.4 4 \\ j�,C/• /eai\ �� i �a N I L- U / 3U. GAS METER AND CONCRETE :AD BY GAS CO,NPANY PER GAS COMPANY I / \ 7 \ (--- � � REQUIREMENTS. 10. LINE OF CANODv BEYOND SHOPS BUILDING °A° 31. RAIN WATER LEADER FROM ROOF, SEE MECHANICAL \ V 11. TILT-UP CONC. WALL, PANEL, SEE STRUCTURAL ��)' .G�� ---- --� ' 32. NO. SLAB AT BACK 5'-0" OF BUILDING. FIN. FLOOR 175 i\•( -�� a 19•d5 - 12. SCUPPER, s££ a-2.4/10 DATUM = 100 a `� ; \ \\ ��I, C►. PROJECT DATE 33. CONCRETE STAIRS W/TREA)S AND RISERS PER DIMENSIONS Ort F1JOR \ \ / \ *A71Fi / 13. LINE OF SOFFIT BEYOND. FOR FALSE SOFFIT BEAM AT PILASTERS, PLAN. REINFORCE QTAIRS W/04 'IERT. BARS AT 12"O.C. ANE) 04 1 7, 140 S.F. p ,O $ 9 2 1 /87 SEE A-2.4/13 BAR AT EACH NOTING. ^ \ / / \` \\\ d' �,Q DRAWN CHECKED 14. 10'-0" HIGH MASONRY OPENING, SEE A-2.3/5 FOR STORE, FRONT 34. STAIR RAILINGS OF III' DIA. GALV. PIPE (PAINT) , SII£ AS SHOWN / \ f li -1I�V OPTIONS. I I ON FLOOR PLAN AND ELEVATION. +I I NOT USED 13, \ �' // \\ �"�� F'EVI;ED 16. ASPHALT PARKING LOT (N.:.C., SEE SITE DTtAWINGS) ,OI \ \\\ \ , / \ d AP/ � 17. PLANTER (LANDSCAPING A1'D SPRINKLERS, N.I.^. , SEE SITE \\ / ��•� \\\ O• ^n ( I DRAWINGS) 18. LINE OF AWNING ABOVE O 19. LANDSCAPING AND SPRINKLERS (N.I.C., SEE SITE DRAWINGS) ops ' _ I o �/ 20. BROKEN LINE INDICATES FCTURE EXPANSION e' -11,pr D�OIi 21. 4" CONC. SIDEWALK w/6x6, wl.axwl.a, W.w.F.,oN 4" GRAN. FILL • �` G'O r SHEET TITLE I i 22. DOUBLE LINE INDICATES EX^ANSION JOINT, TYP. ?� �/ `=✓ �y- - SHOPS „A„ �"'� - �� Ht�^%/ •j. \li�� 1 FLOOR PLAN 8 ELEVATIONS n ( s2- u 4 G/ O �T �• Z1 1.2�r"3 S(-IEEE 7 l �� ~� r-----------------------------LLL-'---------i-- - ` ---- ----- -- ---- -- p �� 9b ALBERTSONS BUILDING Q i \n, 7SHOPS A FLOOR PLAN BY OTHERS SCALE' 1 /8" . 1 '-0` � t rr ■ t A .� ( � �IIIlplll��. --` � � I eSc -•' �w+a Ya.+i1:�:': •�..�_'-.AN,Vy` -�'1-. .. �,eaM .. �4fti'ayf,��;�Ty� � `_ 1 .. ... '�i{1I1 tltltll I�Iltll Iltlt t illlilt Iltll t tltllll Illlllt Illltll VIII I IIIIIII !III I (lillll Ill�i�l iltltlt tlllt t VIII I I�tlt t i�IItII J4J11 t tllltll Iltllll tllllll III I I .,.Y.._.. ` - 1 II LL ll 'W "I I II - 1 2 3 4 � NOTE: Ir THIS MICROFILMED ORAMIN. 1S LfSS CLEAR THAN -- --- --_--- - - THIS NJTICE. 11 IS DUE TJ -�- THE 7JALi'IY OF T_ ORIGINAL Oil, E ��Lt. LZ L 47z,11111111 L iL �1 L % 8t �( L t �1t � .I �( I t t9cr DRAKIN( . !III�IIIIIIIII�IIILlllllllil IIII�IIII liliillil IIIII Illilllll I!Il�llilllill�llll IIII�IIII Illilll�il ;!IIII�IIIIIIIIIIIIIIIIIIIiNJIUIII►Ilm�llll IIII�illl IIIIIIIII Illi►IIII\II �Iillilllil�llllllllllllliill iill�!;;I IIII�II{I IIIIIIIr1111111111 !III y JUNE 1 19 �� Q ... .,...-.a.._.-..,... .....,...- _ .._...... • I 0 in Io z ►'2 SHEET NO E - -- _ - 'LLI Q 1. PRE-FINISHED METAL ROOFING SYSTEM U. = - --- - - -- _� - -- - - - - ---_-- - - - - _ _ - - ----- _. LINE OF ROOF BEYOND O 3 I 3. INTEGRAL GUTTER L`�� !� ' ROBERT L. CCC"`��• - - - uj 4. WRAP EXTERIOR FACE OF COLUMN WITH ANODIZED ALUMINUM BY STORE yL� - - --- - I Z ' � -- - - -- - - - - - - ---- - ----- -- --- - --- -- - '------ - - -- - ---- - - -- ----- - - - _ -- - ------ - -- - -- - -- - - - -- - -' FRONT MANUFACTURER. (TYP. I�V�'�_ � � � _ _ _ �¢'s,o��'1 5. 4x8x16 BRICK, SEE COLUMt: DETAIL A-2.3/� FOR SPECIAL BRICK I PORrLANU ,� 18 = \ / Ikr I'`p COURSING. pREG(1N - \ 6. CMI: TRASH ENCLOSURE WITH 4" HIGH SOLID MASONRY CAP, PAINT TO 01 O�V MhTCH SHOPS BUILDINGS. CHAIN LINK GATES WITH RED WOOD SLATS I / -- -- `{P _ AND HARDWARE AS REQUIRED. �4 ® 7. SK:LITE, SEE A-4.1/7 - - -( ,> _ _ --- - - FI1r. fLc -- 8. METAL PARAPET CAP, SEE A-4.1/16 -r. 9. METAL PARAPET CAP, SEE A-2.4/4 -- - 10. LINE OF CANOPY BEYOND 1 'NORTH ELEVATION 11. TILT-UP CONC. WALL PANEL, SEE STRUCTURAL SCALE: 1/8"= 11'-()" 12. SCUPPER, SEE A-2.4/10 13. LINE OF SOFFIT BEYOND. FOR FALSE SOFFIT BEAM AT PILASTERS, ! 6 SEE.A-2.4/13 _j O In m (7 14. 10'-0" HIGH MASONRY OPENING, SEE A-2.3/5 FOR STORE FRONT OPTIONS. . CO+J G. ►- p T•ct C01-JG. `-J w m F1�►hILL 15. NOT USED Ito b U _ . - - -- - - - - - - - - -- - -- - - -- - W -s 2 16. ASPHALT PARKING LOT (N.I.C., SEE SITE DRAWINGS) cr IU I O 17. PLANTER, (LA`iDSCAPING AND SPRINKLERS, N.I.C., SEE SITE LL a� DRAWINGS) w 0� ��) JF Q 18. LINE OF AWNIN; ABOVE Q Z �, �N� � r" �1- I-�-- - I• u I �1 4 19. LANDSCAPING AND SPRINKLEkS (N.I.C., SEF SITE DW WINGS) l0 II w 20. BROKEN LINE INDICATES FUTURE EXPANSION 21. 4" CONC. SIDEWALK W/6x6, W1.4xW1.4, W.W.F.,ON 4" GRAN. FILL U �D,y�; 22. DOUBLE. LINE INDICATES EXPANSION JOINT, TYP. �. G\� r r �� "� \ \ /' I I �I�I r + 23. SINGLE LINE INDSCATES CONTROL JOINT, TYP. 1 06 pp�•Cr11 - _ ° I I ----` -- L-- -- --- I 011 24. DOWN SPOUT (CENTER ON PILASTER) , SEE A-2.2/6 = C t - - - .- -- -- - -- ---- -- -- - - -- -- -�' - -- -- - ----,�••++-1 - - � -- - --- -•---#- - - --------✓<-------- - -- �1- 25. ROOF ACCESS LADDER, SHEET A-2.3/8 = ELEVATION ( 26. BUILDING/SITE LIMIT LINE, EXTEND UTILITY AND ROOF DRAIN .. 2SOUTH PIPING 5'-0" BEYOND BUILDING/SITE LIMIT LINE, UNLESS = SCALE: 11/8"-V-0" OTHERWISE INDICATED AND CONNECT TO THE LINES INSTALLED BY SITE CONTRACTOR. VERIFY AND COORDINATE LOCATIONS AND G INVERTS. ` 27. GLU-LAM BEAM BEYOND (TYP. OF 2), SEE STRUCTURAL ! ., - -- - �' - - - --- 28. PIPE BUMPER (TYP. OF 4) , SEE STRUCTURAL ! d \ lip ` 28. PIPE BUMPER (TYP. OF 2), SEE A-2.2/4 dy 29. 4" CONC. SLAL W/6a6, W1.,4xW1.4, W.W.F., ON 4" GRANULAR FILL Q 30. GAS 14ETER AND CONCRErE PAD BY GAS COMPANY PER GAS COMPANY J REQUIR MENTS. 06 II oil I II II II I p - �--fi 31. RAIN WATER LEADER FROM ROOF, SEE MECHANICAL 32. NO. SLAB AT BACK 5'-0" OF BUILDIIIG. 33. CONCRETE STAIRS W/TREADS AND RISERS PER DIMENSIONS ON FLOOR P-AN. REINFORCE STAIRS W/1114 VERT. BARS AT 12"O.C. AND #4 --.-_CJI�•s _ - -� -- - - - - - - - --- N a. ---- --- - - BAR D.T EACH NOSING. { I 34. STAIR RAILINGS OF 1 " DIA. G LV. PIPE (PAINT; , SIZE AS SHOWN (� 0 13•coll' 121 011 A 21'DII ,\ I�.1.O11 dLoil �LON GI�011 IZIII �I�n IZI•al �I�II I�.'yll d+�ll' , I�.1•QII (11'011 �h.I.Olt --- I'I��I - ONFLOOR PLANANDELEVATION.A v .L • I _........ . .......... ...................... T Z �� O - -- - - - - ---T- - - - - - • ... ............... ......»..... ..........-....................... 1' fi , .................................... c� 21 tl'1 �, n I '1 I I I� h � � C 0 C� � v' � Q _---� _ � _._ -- - -1r - --- - -- - _- - -- - - - -- t-- --- ---- -- --- - -.. - - --- r-- --_ --- -- j ul tD 2' o" 1 19,j-O" lbi-On 4 w 6I 1b-DIl �b',�n -O' 177.0 --- 10=0° 41 1 `° 1al-OII ISI " I'� ,__. 1�-C�° 1!!yl-O° III „ y1�1�01 1 •O� �L,QI �* Q 77- - II �` Q A�� 'I m W (Q ° • N I N W O I� m rn O a I I 0 ' I < a o : N I II m 1 = z SHOPS BUILDING "B" ! I� FIN. FLOOR =176 ,� Z m DATUM =100 �eol'r�vEG COf�L. CA1O7 tl` ! 0 1 _ 12,600 S.F. w o cn ,/yr. Cc rr'? I O P4.1 N T 1r(�Z) �I I Tl�l-�`D JO I IJT �T GU R!s Il>rE1J'r � o .� `{EL11J1n/ 'c"7 -+Fl•i�l-'f 1` �}�JG w m I �9 - t PI�JISH Toe �� J a J Ln I- PII°E FILL.E17 'rV�CONJG=. � // W � Q I �1 �_oF1' ZII��}�f'!1<C11`17�S1ED Z Q z 1 f rrEMEf JT PSH SLpI�EG III �'Tr VL°IIt:T'IGd1. 5 -�• w P-�Bo�lE f�.Yi NIG UFZ ��c�,� .. . . ,. . , . - �. •o. v I' ....j w z ctc, www --'}I Gou.l�. tiIt5L1,/��!-k w/�nro, Q W vel N I•�xw I.�} w.w.�. m � F f I 'r I�YJTL= FINISI� II #5 f"S COI•JT Tq� 1= �/ O f71 GE of GU -- t-''BILLING F-'ORcOF.IGr.-��C. 1-YJTZ`: �/I9 l' C�4T1�L MAr. j71V6 Af5 -I'-Col1I`il�l 1-JC.uJ► �1" �yAJ oh! r1�G�GR 1 .h!�a PROJECT DATE PIPE BUMPER51"CURB AT WALK DETAIL I --`-zr-� ---_ '�- ---- ----------- --._-. -- -._._ -__.. .. - __.-.____.------------ - - -- --- ----. ._- --. -_.... .. ..------- - -- - -- -_ - --------------- �------------------------ -- ----- --.- _- -- - 4„ #87 1 5 9/21 NOT TO SCALE 1 -0 _ t-" II DRAW.o CHECKED --�- -- 1 , - FLuhE �'�VHIe 9E1-vvd 1 b REVISED - I e M�TA,I-- I)IOIDRg l �� *kill ---- - ---- - 1� -� � � • O \ � � Iro - SHEET TiTuE i►F47�/Tc 5T01`'-LIG"+ f I T •>;3E.at'I op - -- c-ov&R �F'-I�r'I E SHOPS FLOOR PLAN AND 49�fil"i ELEVATIONS 211 * �; IIS CyEWE:ta•� '� ��w� SHEET - - 3 SHOPS B FLOOR PLAN A 2o2 SCALE: 1 /8"= 1 -0 DOWN"SPOUT l ►a,:r.1 . 1 63" 1 -0 k S,A'A/ya! 'Illllll� kS"At '�..'�6..'Ih'ti'ZCS7L1 .+�",' -.n,Yi•i:l. '•••�,JIYw+:1�.�^., �H.r h' -- _ _ - :•a:+r. Ali,...-..+... I .1WINNOW + ...-� - _ y........w.t..r.....:.,.,,�. _ ,..µ .... III+IIIIIIIIIII IIIIIII VIII IIIIIIIII VIII I IIIIIIIIIIIIIII IIIIIII IIIIIII IIIIIII 1111111 III�IIi IIII II tll�tll Illlt VIII I I�IIIII I1,:IIII•��JII rijillpliplill NOTE: lF TH15 MICROFILMEDI ORA MING IS LESS CLEAR THAN - - THIS NOTICE, 1T IS DLE TO _ _ THE QUAI i T v OF THE ORIGINAL � � l � �11_i ORAMING. I!II IIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIII IIIIIIIIht�!!II 1!1!!1111 IIIIIIIII IIIIIII t,11,1llll Im1IIIIIIIIIIIIIiIIIIIIIII III'IIIII IIIIIIIIIIIIIIII!IIIIIIIIIIII IIIIIIIIIII Nil IIIIIIIIIIIIIII]IsIII II!! y X � JUNE i J990 ��r /+tifN�w�7W�' '+fid�1S • _ rte••- �. ;�ir� a 'I I q 1 In,c --- -- - ---To *ooNRK�J ��-�1 - �� - ---- - - ®� 6 --- - - SHEET NOTES 1. PRE-FINISHED METAL ROOFING SYSTEM - ` 3 ROBERT L. J INTEGRAL GUTTER BEYOND ��' 4. WRAP EXTERIOR FACE OF COLUMN WITH ANODI2ED ALUMINUM BY STOREFiroC ON oil - _ FRONT MA fUFACTUR£R. (TYP.) \ S. 4x8x16 BRICK, SEE COLUMN DETAIL A-2.3/7 FOR SPECIAL BRICK - --- I I - - - xs COURSING. �F / \ , r \ ® ® + 6. CMU TRASH ENCLOSURE WITH '" HIGH SOLID MASONRY CAP, PAINT TO - aIN LINK COTES WITH RED WOOD SLATS --- --- _ = _- AND HARDWARE AS REQUIRED. L'��--- -- - -- - - - - -- - - ---------- --------I-' I 1 -____ �L- - - ---- I- - JLI 011 7. SKYLI -4.1/7 I ----- - --- T SEE A E lr - r - - L- Lr r-LLT L-- J� -i--1 L-T----- rl - ✓-- L-__J L --J 4 -� __. --� �- 8. METAL PARAPET CAP, SEE A-4.1/:6 ailH. NORTH ELEVATION 9. METAL PARAPET CAP, SEE A-2.4/4 1 EAST 8�LE�:ATION 2 .` . M =-- --.-_ SCALE' 1/8"= 1 --O 10. LINE OF CANOPY BEYOND ,TEMPEFzED GL.EAR G L.r•94�° TVI C.A�- 11. TILT-UP CONC. WALL PANEL, SEE STRUCTURAL, / d 12. SCUPPER, SEE A-2.4/30 i.LuMINLIr,� �G�JR9 � O T.O.GO�d41r. 13• T BEYOND. FOR FALSE SOFFIT BEAM AT ------- -- - - - - - --- --- --- - - - -- E A-2. 3 --- N SE 4/1 PILASTERS, _- - W 14. 10'-0" HIGH MASONRY OPENING, SEE A-:.3, 5 FOR STORE FRONT 1�•� OPTIONS. ♦Y / 15. NOT USED 0 - --- - NP�GAL GL.ASo, O 16. ASPHALT PARKING LOT (N.Z.C., SEE SITE DRAWI••�S) w Z NP 17. PLANTER, (LANDSCAPING AND SPRINKLERS, N.I.C., SEE SITE 0 DRAWINGS) - 1 �A _ d� - cr 1B. LINE OF ALINING ABOVE e 19. LANDSCAPING AND SPRINKLERS (N.I.C., SEE SITE DRAWINGS) U G�.A�� -N{T(A.L, 20. BROKEN LINE INDICATES FUTURE EXPANSION I--• I I I FIN Q N L� - - - 21. 4" CONC. SIDEWALK W/6x6, W1.4xW1.4, W.W.F.,ON 4" GRAN. FILL 0 - r-T I `- - - JJ 22. DOUBLE LINE INDICATES EXPANSION JOINT, TYP. Colo'_O� � � • 23. SINGLE LINE INDICATES CONTROL JOINT, TYP. 24. DOWN SPOUT (CENTER ON PILASTER), SEE A-2.2/6 �� w 3SOOTH ELEVATION 25. ROOF ACCESS LADDER, SHEET A-Z.3'6 &GALE: '/8 -1 0 S T C R E FRONT OPTIONS - 26. BUILDING/SITE LIMIT LINE, EXTEND UTILITY AND ROOF DRAIN PIPING 5'-011 BEYOND BUILDING/SITE LIMIT LINE, UNLESS s OTHERWISE INDICATED AND CONNECT TO THE LINES INSTALLED BY Q SITE CONTRACTOR. VERIFY AND COORDINATE LOCATIONS AND Tco INVERTS. y n 9QB 27. GLU-LAM BEAM BEYOND (TYP. OF 2) , SEE STRUCTURAL yr � ' I 28. PIPE BUMPER (TYP. OF 4), SEE STRUCTURAL Q = ISD � ( �\ • ••• _�- --- - - - --- 01 I 28 PIPE BUMPER (TYP. OF 2) , SEE A-2.2/4 .0? Q, 29. 4" CONC. SLAB W/6x6, W1.4xW1.4, W.W.F., ON 4" GRANULAR FILL 06 � ' ,u L G �IZ•OII G�OI - 30. GAS METER AND CONCRETE PAD BY GAS COMPANY PET( GAS COMPANY M _ REQUIREMENTS. W w ! O 31. RAIN WATER LEADER FROM ROOF, SEE MECHANICAL 'A 4 v, 32. N0. SIAB AT BACK 5'-0" OF B'JTLDIN'. ' /'► 33. CONCRETE STAIRS W/TREADS AND RISFAS PER DIMENSIONS ON FLOOR � 0 Jr y _ II PIAN. REINF0:2CE STAIRS W/M4 VERT. BARS AT 12"O.C. AND 04 ♦R o BAR AT EACH NOSING. v ' tjr 7j II I u _ I�/ 2 , -_ / 34. STAIR RAILINGS OF li" DIA. GALV. PIPJ (PAINT) , SIZE AS SHOWN a / - - .�� -<--- - --- -- ON FIAOR PLAN AND ELEVATION. I�0 r - I'Z'•OII �' OII is21-OIL 12'-.vM 21-0� �'-0N 21.011 - IGI-OIL EXTERIOR SIDE - N :::'::::��:�:_ ......� I --- I # EXTE IOR SIDE - -- - --- - - - - - / ILL" 0 0 u, in U kD � .I 1'S' O" 1'I-O° +O --1�- Ifni IT - u - ---- ,._----- - ------ --- - -- -- --� � _ _-_ - _ V - - O • N 6 e0r i i i 1 1 TYPICAL SILL 2 TYI�ICAL JAMB/HEAD Ld !' m NOTES: 0 �• "Cc7v,� p. L.J4. 17 F1rIGE F� -�, STaIeE-FIF 1T fEE F31D = 2.Falc �1.-u r1. 2�- �� ri•�.K��r:�--�•'E ,�E` SiRG I FI�.T o 3.SToleEFt?-ThJT t�F ^JL r1 ,lINGS Age f SEb ON KAk/NEEIe 'T'IQII°r�19 - FiP,r "rm `p Tm<-I , �E Srom_- 1FIC�T1g1JG FZPR . CZ,-EPr�BLE h'!�JIJFj�.�TtJICERS, vwi 0 5WINDOW SCHEDULE & DETAILSCO 3/16" 1''-0" _ r- v) a W W Z o SHOPS BUILDING "C'r a ---- � Icoo►� " m I TN. FLOOR 174 a DATUM= 100 I - , Oi 8400 S.F. c J a -7 J Q 1 r - 4"1 a II � 1 P ZI-o l cp.G. }FLOC,- W U 1 O • V) aJ a � Z M al I BASE FLASHING OVEF X30 LL. INORGANIC FELT - SF FELT W L^ IN HOT ASPHALT, EXTEND u FELT 8 BASE FLASHING UNDER O W - - - c F- 1 FLASHING CAP - �\ a� S � u EXTEND BASE FLASHING F- car M I 6" ON TO GENERAL c I . L. C' E FsIRE ROOFING FIELD 14TI�fL, ��;1J 17 ROOFING PLIES- -- - 8u ,1_011 yl�il 6 DRAFT STOP AT CANOPY PROJECT DATE - f$715 9/21 /87 1 1/2N 1'-0" \ DRAWN CF ECKEU -- - - ?5 44r� �uN E I►.la ��: DER JP F � LADDER-- 70 "'REVISED � � � ' I I _. �TEO"-w VERIFY DIMEN:.IONS - - - - -- - --- - --- - OF ROOF PENETRATION AND 4 ' q <E1ICFS FRAMING TOCIO 1 A -Ia,L.L.0,,V I COORDINATE WITH -- _ /Lk 4I M'1�Fs�FJ12`f ADJACENT WALLS ) I K 3' 0" i� v� IObT$ COMING UP FROM BELOW - I Ob-O t 4 .011 d0 - - - ---- �- __ _ -• �IEIFam JT�I-, SHEET TITLE I I ,}nanb !�Pdr I SHOPS "C" FLOOR PLAN AND �i 0 �-- - I .� ELEVtirt1UN5 SHEET 1 Ib�t l 1 A 2m3 j ,� �� 7 SPECIAL BRICK COURSING 8 ROOF HATCH & LADDER 3/4" 1'-0' NUT TO SCALE 4SHOPS C FLOOR PLAN _ - SCALE: 1/8* �� w M.+�. 4 'Y+ •.1 , �► Y.. +W»..+.. I I t I I IiI 1 1 1 1 1 1 1 IIII 1 1 1 1 1 1 ILLL I I l i 1 1 1 1 1 � I I I I III I I I I I I I I I I I I I I IW I I I I I I I I � I III,I I I tI I I I I I I 1LL1 1 1 1 1 1 1 f l l l l l l lIl l -- ' I111II ' iIIIIII � 2I � IIII3II � III � 41 � III � SIIIIIII �II �_I1I � 1IIII � I1'� �'1' I � �} I � ji10III � IIII � III1� • NOTE: I F THIS M ICROF I LME D l-.�__1- - -- -L-- ' -`------ 5-L--- 1 ----- ---- - _l_ ' L I +"r DRAWING 1S '_ESS CLEAR THAN -'"- --` -----� --� THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRONING. ILII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII�IIII IIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIII IIIIIIIII IIIIIIIIIVI'i�illlh�Il IIIIIIIIIIIIIIIIIIIIHN I�Il�lit"41 I1III1IIIIIIIIIIIIIIIIIII1IIIlIIIII;IIIIIIII�I�IIIIIIIII�II�II�I�I�II IIIIIIIII IIIIIIIII IIIIIIIII►i►I►►I►I illirlil► JUNE 1 y �h 1990 = i •+,. - .:• •, '�:%rs:�.. _ -:,r ,fir .• P is I .r 2. g0'-p'I I � t/AY1LL, 1�1 IO I I : OREGON \ � A2.4�1a �YloOF t- 10 LLJ II t 8 .0// � ' , W O Z V i m �- W IV /, \ cn O Cn m O Cc =LLI I,p� d m 1- ---__ m z 1z co -- •O '� U) z iii m oLr I r W R w r _ _ ------ - - w m I I Q m Q X co cc ,o Z rrP o O p 06 o� I SHOPS °B" ROOF PLAN '� �- m 3 SHOPS C ROOF PLAN Q NOT TO SCALE NOT TO SCALE (n 0. O ?X.NAILER WITH BEVELED SIDING ON TOP �k CONTRACTOR'S OPTION - USE TAPERED RIGID ROOF INSULATION 24 GAGE GALVANIZED SHEET METAL TO MEET SLOPE OF CRICKET SHOWNJ. r^ Q I ^ COPING WITH 22 GAGE CONTINUOUS HOLD v, DOWN CLIPS. PAINT EXTERIOR FACES ONLY. ----- RE: A-2.4/4 FOR MATERIALS ., PAINT AND WATER REPELLENT COATING AS FASTENERS O.C.S THRU NEOPRENE WASHERS � 24" O. �_- SPEC. ON EXPOSED BLOCK ABOVE REGLET U. G° - _ �.- BASE FLASHING EXTEND 1'-0" U. A4.1As \ 1/2' m COUNTERSUNK EXPANSION 130i.-iS ABOVE TOP SHEET NOTES OF INSULATION - END IN REGLET RE: A-2.4/4 PERLIT-IS IIv9lI�.AiION ,n _ 0" O.C., STAGGERED TYPICAL , 1 i, U r, /j !�_ CANT S1 RIP g" LAP OF ROOF /Q f �`(wGt'D Ell 1. ROOF DRAIN, SEE A-2.4/7 Q v - r PAINT AND WATER REPELLENT COATING � `a AS SPEC ON EXPOSED WALL ABOVE REGLET bROOFING PLIES TO PLIES -� 2. SCUPPER, SEE A-2.4/10 �• c / ! REGLET IN SAWCUT JOINT OR BRICK JOINT, J TA TOP OF CANT GRAVEL SEAL TCP OF JOINT WITH ELASTOMERIC LL " I/a-_I��PE O 3. CRICKET, SEE A-2.4/5 " m V n� • N 6 ✓ BASEAFLASHING, EXTEND 1'-0" ABOVE TOP 0 p Z pER t-OOT ROOFING PLIES 4. TAPERED EDGE STRIP OF INSULATION co cr R '; �� • w % 0 - 5. CANT • N �� C6 O �`J I /�/ BUILT-UP ROP OFD, EXTEND ROOFING � Lu � J S 6. ROOF CONTROL JOINT ii PLIES TO TOP OF CANT rv � m AOOF INSULATION, RE' A-2.4/6 �. BUILT-UP ROCFING, SEE SPEECIFICATIONS ; O v TAPERED EDGE STRW - O STvrL�TuP� 8. PRE-FINISHED METAL ROOFING SYSTEM p L ROOF INSULATION, RE: A-2.4/6 9. INTEGRAL GUTTER, SLOPE. BOTTOM OF GUTTER 1/16" PER FT. MIN TO w - - �n `- - CANT STRIP TOP OF DECKING - CRICKET TO BE DRAIN CONSTRUCTED OF ROOF DECKING* MATERIAL, ANCHOR & SUPPORT AS 14". GUTTER DRAIN, ' ADJUST CANOPY FRAMING TO ACCOMODATE DRAIN r 1 COPING, PARAPET & ROOFING 5NOT CRICKET IREQ'D. FOR ROOF'DECKING 6' ROOF INSULATION LOCATION AS REQUIRED, SEE A-4.1/911`" ' " TO SCALE SLOPE CRICKET ALONG WALL & - _ ALONG GENERAL ROOFING FIELD NOT TO SCALE 11. GUTTER EXPANSION JOINT, TYPICAL .'.•ETWEEN DRAINS AND AT END Z WALL AS REQUIRED. - 2' - 0" �' - 0" 24 GA., G.I. PREFABRICATED END CAP W/12" SQUARE 12. MF.TAI PARAPET CAP , SEE A-4.1/16 O FLANGE SET IN PLASTIC CEMENT UNDER WALL FLASHING i^. SKYLITE, SEE A-4.1 7 CJ - W/(7) FASTENERS AT WALL / 42" x 54" LEAD ROOF -\��. O I I FLASHING SET IN PLASTIC JNSUL.ATION RE: A•2.4/6 3" LAP(itSLIP JOINT SEAL W/ L4. BROKEN LINE. INDICATES AREA OF FUTURE EXPANSION (� o EL.ASTOMERIC SEALANT \` �•' .J a I CEMENT OVER ROOFING PLIES - \ `�\ 15. FOOF ACCESS HATGN SEE A-2.3/8 _ ROOFING PLI�S AGGREGATE SURFACING 24 GA., G.I. PREFABRICATED \ �_I Lr 4 TAPEF?ED PERLiTE. STRAINER / \ NAOPRENESDISCS W _ SLOPED METAL CAP- I 16. SCUPPER AND CHAIN DRAIN, SEE A-4.1/17 cc Q -INSULATION -� � COMPOSITION /; � (2)2 x 's W/ END JOINTS � I24" L a -_-- STRIPPING / q• STAGGERED 2' - 0" MIN / I w PAINT AND WATER REPELLENT COATING ' I \ N AS SPEC ON EXPOSED BLOCK ABOVE REGLET z_ j vi \-- r� „-.��-- BASE `LASHING J v j 'REGLET IN SAWCUT JCl1NT,SEAL TOP OF __ -� � w WOOD DECK, o BLOCK JOINT WITH ELASTOMERIC SEALANT 0 \ FASTENEDC, z „ �� SEE SPECS. j �� BASE FLASHING, EXTEND 1'-0" ABOVE TOP \ 8 --- O.C. Q J 1 SHOPS A ROOF PLAN 2 x 6 SUPPOPIS TO � OF INSULATION - #30'INORGANICcr11 SCALE: 1 / 16"= 1'-0" JOISTS, W/ BLOCKING, FELT W N Month CM EA. SIDE OF DRAIN - j,; BUILT-IJP ROOFING, EXTEND ROOFING /• PLIES TO TOP OF CANT cL BASE FLASHING uj /__UNDERDECKSUMP RECEIVER ----- CLAMP j -GOOF INSULATION, RE- A-2.4/6 ROOF O INSULATION--',--, ' u TAPERED EDGE STRIP 10" WIDE WO+.1D a NAILERS TO MATCH -- -- WOOD CANT INSULATION THICKNESS W/ FASTENERSj04'-0" STA1 I NOTE: FOR DECKING AND FRAMING TYPE, SEE STRUCTURAL DRAWINGS - CANT STRIP O.0 STAGGERED PROJECT DATE 7 ROOF DRAIN - BUILT-UP ROOF 8 ROOF AT ADJACENT WALL 9 ROOF CONTROL JOINT '*3715 9/21 /87 i NOT TO SCALE 1" 1'-O" NOT TO SCALE DRAWN CHECKED JP DJF -.- PRF-SHAPED METAL COUNTER REGLET IN SAWCUT JOINT Op BRICK REVISED �l 1 FLASHING CLIP W#RECEIVER JOINT SEAL TOP OF JOINT WITH FLAS1'OMERIC SEALANT 2 PLY COMPOSITION STRIPPING QII c,c. tjWr64„ WvcVFIfJG OVE9 I'A1MED SCUPPER FLANGE SEALANT-y ✓. ISE'i'ln/EEi�I Ca •T1P,�J=s�C-�-+ �T't'1 Ov�iR UfJL�!DRL,,�►�`T}1>shfl-pN SCUPPER FLANGE SET IN PLASTIC CEMENT �}GA.• a.l. �ahiEETHET"fi.L �'~`t��Y ? 'S `EE Foy- .-E ,VQ.44 71p CJ OVER 54" x 42" LEAD FLASHING AND GbFIWd W/22 ��' Gt7rtiJ�a�.IT GL.IJ-I.�.t'I SM. ~y _ ROOFING PLIES NAILED TO BLOCKING HOI-Q V7W �-;!�, '�/►��.TT I� ICt`_4t�. N�JLEF- DRIP W/ HEMMED /- LOW POINT OF ROOFING FIELD - EDGE # 1' 0', / 2--0- _ WOOD DECK / �x -�1LE� l �l.Ep 'Lx N�JL.�I� IFPS RLI�G�• PF 4SU �45° ' -- - --- S CANT BEYOND 1 , RIGIIJG UJ 3/�u �` � - 7vM IN 5 'Er��.t.JT SHEET TITLE / Il Ir 1' -- __ - --- -�_ `�"-"• 11� yZII c� :aJts'� fUN1C ,.Ap \ �j1 GY P. �3HF�THII.G OJ ROOF PLANS ,. ,• $otr-T'7 c �� I c+.c. 1 II a _ /�} R.`fW�? m --UJB-r"�fI_�rrHIIJO 7R1f'I y '- ,. ,� -�.C'�J N T;� , SG� ��TI�J,.IC . -Q / N S C' 4T�IRLJC�.h-fE-a.�'}"11tJG � ��' �I p 2rR11 1JS�;5 N�•GI IJGJ GUTTER�JN _ 77 ANO AN) DETAILS cdhT Ip-- 2" uNE /HERE =, LQ- r.,-rJc1W, ccs¢,->.c3B�' cu k121 W/GF�� Jri2 - • ,+ - 1101-s 0. � - --- N - -� _�I_ r q - 1101-IY2T SHEET - - SEE STRUCTURAL INSTALL SUPPORTS T JOISTS, W/ - �IJ 4II IIS- t2oL TRIM � y./V�'1- i II BLOCKING ,�T EACH IDE OF DRAIN � � � I'J w�L 12" x 16" GALV. STEEL SCUPPER P SET IN PLASTIC CEMENT W/ THREE TAPERED t'ERLITE INSULATION---- - I II ' F MNO--� 5 WMERE CCGillR4q r9ePl'1�4�lC ' aSEE COURSING COMPOSITION 4" I I ,,t c�Ete MR. F« �Q�-T•IOi�I�- A�2A STRIPPING AT VERTICAL EDGES ISOMETRIC OF 16" 'I-"" -� 4„ 4" I „ I TAPERED EDGE STRIP. SEE SPECS STEELISCUPPER 1 2' 10 SCUPPER - ROOF DRAIN1 1 COPING AT GLU-LAM BEAM 121 SOFFIT' BEAM AT GLU-I-AMFALSE SOFFIT BEAM RAKE DETAIL NOT TO SCALE 1 1/2" : 1°-0" 1/2" 1' -0" 1 4 3" 1'-0" Iia :. • Is■�ays �, +,; ,4 > •__ _ . , �,..�. IIx•. , ,.. ter•„ IIIIIIIIIIIIIIIIIIIII!IIllllllllllllllllllllllllllillllllllllllllllllllllll'IIIIIIIIIIIIIIIIIIIIII � IJI ISI I � I II III , � III III IIIII � I I ( I II II I � III II -� ;• , � f I I � ___-_ ' NOTE: IF THIS .THAG DRAWING IS LESS CLEAR THAN �THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 7 DRAWING. L' I L I Z LIrlill L 4L I L Z L IL Z HIII �Ql I Li 1911 I I i ( I it t71i I 8 S L 19 9 P ► I 1G L II _ 611 Till 1111 I!II�II�I IIIIIIIII �'�II IIII�IIII Illlillll�IIIIIIII IIII�IIII Illl�llil Illllllllllllllllllllllllull�; ,111111111111+11111111�IIIIIH�IJIII,lllllmllill Illl�lllilllulllll�lllllllllllllllll�l! Illllifflllllllll+11111 IIIIIII�IIIII�.IIIII�III II�IIIIII IIIIIillllllllClll r 1 J UNE 1 "r 91990 .`" ./!• - -' _.,.,..,dt..'114'7• .. _ ... ._ ..:._,1.....e._. ..-.. _ - „-_., � .t- .. �._,.... .__ - .. . V"-' - - - -� ay_� --- -- _... .. .. _... .. --- __-..�.._ - - ..a..�t.�,•r..r,�. -__`__- . ... ... . ....._..�.r,..-..wo�..�. .. .-......-__ ......,...� J I I ER Jill V' ROBERT L. -T-- r<y,r.F L. - - ---- -- I ,20'-t PORTLAND. ORE('ON �O1 iOF 4 I � Y i I TO.r'I-E JI _ _� lSu L:l--'J1� IfJG 22'•ryi t - I I alel` 'OI+II ,p_.FIIJ f� �Mm � � � � � z jam' (�IeL'�'I►.�IaJMCD 1'IET�L � j 7 j w 1 TYPICAL BUILDING SECTION ^� - SCALE: 1/4" 1'-0" 1ISE •T•1�� ( N � IC ._',I/ r`,r�{.I�� ! 'SEE Mr(, GENERAL NOTES � .- _- -- -_ - - - - .I I -- , —�o_ _. . `\' �__ z V i y��xlG �IGK r-a ' �I-olll — y I 1. PROVIDE DRAFT STOPS IN CANOPIES EVERY 601-011 O.C. MI14. jr �. I , I► -�•�N t'�acr,7}•�IC� �I-JING CANOPY LENGTH 'DER DETAIL A-2.3/6 1-�I - t�FLS p?_1E �INr_', Rr� v. .I SEE p. 23/5 FdI12 4Ts F�►,o.t'1 F.It� - s-'ZEF1rca O5 u F , o+�-IOI.Js .� �� ...Sae (� Q WEIwFew=IF.IC� 4 ?*,.+•W7MR WHERE `,`� t = w �I�:1c 'l•" a� i..�e FIS.- Q �I�...F ro �-r, IGQ�'-on FIN.Fi,R_ Q I //�� Y I�1. I `• Iti..l-SII •�- •i T �I T 711 - -- 1 - 1 --- ----- I •22 � z 0 2 WALL SECTION 3 WALL SECTION WALL SECTION 1/4" 1'-0" 1/4" 1'-0" 1/4" 1 '-0" �- �•II d. O - CA CA'�T5 �R tii�N I'b°C'�h� P.laJ�14.1G U r`�i Z'O_M�• l , 1 �r/f� EXP • � � r .,.""t5. FF�J Irl TI OFrS -- ol-I•C►"1 FJI2(�-A1C FIEF'1-�I til C. � v iSEE 120orL GLr7- ray a �'e'° °'ti'T Q. / _ d�Cr T ,120}J Gi�PJ4J`.1 We � � I - YIW7 �.}.I w �. - L W A 2•� _- UN HIEN a 1 6,J rn - _ UIJGE f. 1�5 - 1 ,�-.� .a -H `�- _ - ' � �I p . 3�� K irb cNT oN o I I� T �f.ICG.oF•L. J. UDR A2 3�1 I °SLJII-TUI" eGt�FIfJ�.w �_. l Ido 1 �"'-FiSL�yaF1 h p WOGS T ,�Ee 13TTKlJG- a T I II I I 13lJIL.T•VrF�•Gt7FiLIG w+-+1cHE�R I 120• I -_ _-. / *Norm,Aq-1..v1 ct�t`�f 3E FI';►_ L i �1..1Es ` T.O. � I � Z NOTE: �L waJC� �' c r►hl�( ,-ri' P� FIS 12ES "�'�, sv SCE .�-r� (�91I i'' - I'1eE_—IJIeE TIeF}CrEt� a • U 1, -C,�s �� fi----mss s� � I" _ INTEGRAL GUTTER Q ROOF FASHING m �s"T12UG�. Ie uG`, �. ' �•K`fLITE 1 1/2" 1,-0„ V 1 1 V-0" � /��2 /�,- .I ;7- C-.EE `''�ET��I- SEA,�'1 G� �'I O,G• c T I�.� ` Y" 4�.$niCc FjIeIC1G�SES '� -I 2x F,�F�GI.� F It�"a f r �' L- U C.OLIG -- - 1�J F_,� , S F_P_ c-•1�G, Rrr I11 FiOIF.G 11JC� - _ - 7 - ,, ,11 . �r ..� -I<II-IG J Q 0LI 1 rE1�Fq¢�'E17 r'1@Tid �I.i" v. _ ►- 1�I'f -- -�/ -- - - V- — - ST� P, ' l.IT FL131 JIC w � a z Q� z CotN-j SEs ' j �. w �JG. 9 .L`. �'in71Rti"1e01-�" ��; li � GYo r�r,tl•`�Tl-tl!+JGeC�'�`FIT OPTIOI•� G IG Er`�-Tl11WG O}.1 FA LS D ZEE V) ' 1 rrrw r.rG � I r�� • J _�T'H�T Fib.Y I+� � �I'H Eco►�G��i t�E�� I _J_' � C.•y-�/. z u I I I I I h'iC'T'�.. IB:L�F 1N G � ''�'`�1' �-�- � r 5�0 �h19�.La�F{.1T'R9 GO}JC. GOI►�G, �iU►.� , ' vi -'121J - �lA�.L r`�f•l�L. � � # � � � c.. I I � }B.a �.t-tl� I 1 Ip✓JI 11 - ''_.� -�- IGb�•o'I - - - -- ,, �� _-..--- - I I I I�E.P�N ...ih.lE �r�=G� G„!"'i'rrR If � •O Lc N rte• I 1-G� sc I•�C'1il•� IAN - __ ( ^_ (_r c. -' C/'&l..L' 2 - - - jl` v E p� wrJloG` "Tb PIRG I a �=� Si' `�� t ; ��,�; T1eP��`c�t� '�; \ ! (/ uI VI/�•I Ii I�� +4rw - N I 4--------� - I CJ I ��o•Q.C' ,•STT �L`� jRa� .6.2216 -- =; /��/, ~�-�Eye a is71�v c ----- _. WALL SECTION WALL SECTION I u>22rr - -n-�_ PROJECT DATE - 5 6 7 WALL SECTION 1 O ► ASCIA/SOFFIT DETAIL 1 � SOFFIT VENT *ray 1 s 9/21 /87 1/4" : 1'_0„ 1/4" 1'-0' '1/4" 1'-0" 1 1/2" 1'-0" 3„ 1,_0„ I' DRAWN CHECKED __i___2,F - IDJF , rJ GJUGi� �/ u,c „ ' � . 9.I• - REVISED 1 .410:n cam. �✓ a ,' p�` N/ ov Z I - - - .I. �- L�'1- ;+4►JD �' -- 20 cam.. 011 `T. x',41I�r; o I..�e�-�-F4 �' '-f 'x+r,�>� ° o�trr AT f•� Di 4 I � ,"1`�fP �I E o� ism �k�ik-T CJD ! n - --'Nl�n }gyp G�1�I-'1 _ "�+-f T i✓1ETAl, c�►.f cc�c .eD =__7 f'I ?- vl I �oI�U'1t ", _off �`N i ta= �►,rTt - t I ,� �I --. �- 1-+ + Mrs -�; 'ov %� �T ;-ice. ✓I V � ,•,,•� �`� 1 --- Q. }�Y' G f'. .� ` -- 7' ''11 I L . .�P� � 'ti�•I �tC' ir' ..DC7 , - �IIJS - l tl-d� I` ``''�. +". _ ,/ - _ ��a •• r+eT� ><�iw�Ko-� �I A4. �,-i ►- 72 �p�- - - w ( �- I/so C7M4 SOU WuCo � P�.� I� J �Me�.,Y Y1/ l�li Iht. �f?I11 - i .. _ i" I -� -� �I�J/ �OV I �l� ��I DI�'�t, ViN1�Ci}thiN- SHEET TITLE _ / -� +� INyz , �"�'�` ---- `, , ^T BIZ Lok w 1 41.E I _ -- - ItJ " ��' GOIJ�, O`J ��a '� - - W � 1�6 \ 1 �� - IU �liT 'JOA IU' 1�7�Tr4fJD WALL SECTIONS �_ ill. 1 X ri w _ I --YT4- -- - _ U' , Wlr _ .-ice I I I & DETAILS It I ,t 1C�1JL7TT - - --- -- t - - J ` II , 01, d-1 -yogi, W/34- 1&w4iorvos �I, �p�UG -' Ol Ub41.1. .�x�r G� 9�e� /►F,o1 'fiQ ! jll/ I SHEET _T1 1 A I•l 'XL, Jam'I r9'r�' �li '1 I►.13 - P� I c� - _ TLO4, r-7Lt«7. _ --- �Fi":�{ki�?1��''V� - - I ,I ,- II ,. � ,1 - � '� A- 4. 1 m�' Fitter_ F `'I`'TI�E, FRONT VIEW SECTI(JN� -- 12 FASCIA / GUTTER 1 3 BEAM AT SKYLITE ter.E'�`J-��TjG 1 4 SKYLIGHT HEAD 1 5 SKYLIGHT RAKE 1 6' SHEET METAL CAP SCUPPER/ CHAIN DRAIN � 3/4�" 1'-0" 1 1/2 1 '-0" 1 1/2" 1 '-0„ 1 1/2" 1'-0" 1 3" 1 ' 0` 1 1i2" 1'-0" 011111110. m y F ` r _.• - ' III III III III 1111111 III I VIII III III , ' III III III�111 III 111'111 1111111 III III I IELI I1111111 I,JjI I III III 1111111 III IIIItl I I NOTE: IF THIS MICROFILMED i l i bI�1 �► i' ,.b i l �� . ORAWINC; IS LESS CLEAR THAN '--- _-------- -•- ------------_- .- _----_-- THI:' NOTICE. IT IS DUE TO _ THE QUALITY OF TI# ORIGINAL £ L L LL L 4L T, L Z [L AL 13i I Gil �[ I li T [ lIli i 8 B L S 9 ► £ S t- � DRAWING. I ( ( II II I I y IIII (illlilll IIIIIIIII Illilil!I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII,:a,lllillllllllllllllilllll Illlllftl IIIIIIIII Im1111 IIIIIIIIIIII►IIIIIIIIIIIIIIIII II1111IIIulIIlI1,IIIliill IIIIIIIIuIIIIIIIIIIIIIIIIIIiIIIIIIi�llll�llll R t JUNE 17' ,,,, 1990 f. • ,- .. -.....w..1ry.y.�• ,.' +wrwe..w.m...w+w,.n.,.wM1 . _ • rte: � I. ih 4t } 1 . Lesign Information arid live loads used. 4. Masonry: A. Used the 1985 uniform building code. A. Mason r; unIt=_ . . . . . . .Clayburn Giant Erick , Grade 1 B. Roof live load. .25 PSF B. Mortar . . . . . . . . . . . . . .ASTM C-270, type S �1 C. Wind Zone . . . . . . . . . . . . . . .80 MPH, Exposure B C. Grout =_trength . . . . .2`00 PSI �81� „ G. Seismic Zone . . . . . . . . . . . .Zone 2 G. Rebar used'. . . . . . . . . .ASThI A615, grade 60 E. Horiz . ,olnt reIn . . .9 ga(j- q 2. Foundation : F. Rein. bar Iap . . . . . . .40 bar diametersE�Ep1ROffS A, A soil : report prepared by L.R. Squ,er Associates G. Typical reinforcing unless noted differeniIY is: 621Ck IDOL• \S� _ / w (3) - 5 VES �4v ,o�LGINfee �♦ Inc . was used in the design. -05 vertical bar a 4'-0"o.c . �A�S #Z TI FS B. All footings shall be founded on undisturbed -<2)-p5 hor zontal bars � 7'-4"o.c . natural soil or on properly compacted engineered -9 gage Joint reinforcing a 16"o.c • fill . H. The typical bond beam over openings In the wall o OREGON C. An NIi ( wabie soil bearing pressure of 2500 PSF was have (2)-05 bars for 0" walls. used for the design . I . Lap all bond beams where stepped 4'-0" I M F'kIER\1' J. There shall be a minimum of ( 1 )-N4 bar on all sides I 1 -4 S. Concrete : of , and adjacent to, every opening which is less 1 � MAR��S A. Strength used. . . . . . . . .3000 PSI (3500 PSI for slabs) than 48" In hath directions. Where the opening Is R. Reb r used. . . . . . . . . . . .ASTM A615, grade 60 48" or greater In either direction , a minimum of f5 vlier 13� � Bil'rO,6- C. Slabs and grade beams shal 1 not have joint=_ in a ( 1 )-q5 bar shal 1 be used; and such bars shal 1 1. II horizontal p! �.r,e . Al 1 reinforcement shal 1 be extend not les= than 24" beyond the corner of the 4 CUNCRErE SLAB �0 MA-or E5pa- PI Ep-. continuous through all construction Joints, open inr.. I -lvF �o -INI.4xWl.4 WWF 6,eOUTr;D FULL .j/ 5 VE T' � S D. Sawn ,mints In slabs on grade ahal l be made as soon K. At corners and wal l I ntersect i ons, grout the � 9 („A. UT n1m. @ IwIIOz. �� Z T1E5 �' I(ol'OC, as passible without damage to the surface. . adjacent cores with a vert . bar and lap the bond KE''(EG FD�M TQ IsE �EMO�/ED E. Minimum clear concrete protection '•or reinforcement bean steel or provide corner bars of equal size . SEFOIZE ADJACENT SLAB 15 POL12ED 1 �ISULATIDiJ JolLlr _—_- « —4 GU1JG. 5 LAg w/Gx(v- �JG, SLAB - hal 1 be as fol t / ,1 II GO l lows unIe _ doted otherwise : _ 0D y.�I+nD� 40D >a °� �nll,4 +( Wl.e� vJ.�/•F- IG/ / I . Concrete placed directl . against earth. . .) inches I � '- - Gx�o-wl,4 vw1.4- u AV. -- 0 - �" ixTEN5101) fkLL Z 2. Formed surfaces expo_ed to weather o. earth : � � r•.� i _ A. #5 bars or smalIer . . . . . . . . . . . . . 1 112 inches ! •' • • — - ��, - B. qb bars or I ar er . . . . .2 i nc ie 101.1 _ A1ZOUND bRILK 64?1,• g . . . . . . . . . . . . �Eti E� Foy �oN5rW1Cr1ON JOINTS ON[�Y-) 0 3. Slabs on 3rada . . . . . . . . . . . . . . .cer ter of slab ' — Iso�aTlorJ Jol or �� (?) - 5 I,Jr - '! Q"T'I%D Fl1U. ' 1211 x90°GOI.1C PI EPI F. Minimum lengt,� of lapped spl ices shall be as fol lows o VERTICAL EAR IN GROUTED CELL - -� w # - 5li. 5DOWEL' w�(2) 5X 51-¢II unless noted. Stagger sr I ices in wal Is so that no o COWCF-ETE 5LAS gal` COOT, a LU two adJ acc n t bars are sp 1 iced in the same location � — COkNER BAR 8 �`G I II II = POL JEL•S � (3) w1,4 x WI.4 NWF ¢-9 x 5'-a a OZ n�56V It"01C. unless shown otherwise , trJelderl wire fabric shad be y --- BOND BEAM STEEL - / , O lapped one full mesh at the sides and one full mesh gk� 5AW CUT- FILL wlrll (� -�, Fr"I' ` USEL��(� �I��plus 2" at the end Make all bars c�ntinurus SELF- LEVELING SEALANT. II 1 r—=*•=s fF IIIaround corners or Prov i de corner bars of equal size �- 5 K 3 w __ FOS C,aL. B�-4 �-#'S K5'-4"DOWELSand spacing. ' � .+b c' O O•C- ' - Ber size Spl ice size +3 1 II II I, II g _. -D _ (3�- 4K N3 1 6" -8 pJ I S X 41-6,11 q4 22" All dowels from the�loundat i on shal match size and ;10TE: CUTTINIa SHOULD 1-pll C IOYI11 O'c' _ @ 151D•G• Q N5 27" location of vertical reinforcing IF, masonry, unless SAW CUT -- — --- - - �H %AIRY FE DIONE AS SOO1.� AS � V q6 35" noted differently. Extend doV:el a minimum of 30 bar ?OSSIBLE AFTER HA QEWII.i �I I 11 w / q7 40" dIarreter=. into the foundatIor,. q8 63" M. Vertical expansion joints shall be provided In the �I -� _ I I II I G. Providr (2) -q5 bar•s, one each face , 1,iILh 2'-0" walls as shown on the elevations. -0 ----� pr•oJec , on on a'. sides of all openings in concrete . 1 - W STRUCTURAL NOTES CONTROL JOINTS FOOTING DETAIL FOOTING DETAIL FOOTING DETAIL 3IyZn "II"p, 4 /4'1 ' II-DIl :'14- 2 KE. 52.1-1 ,52.2-1 ,52.3-1 Izg. 52.1-1 , 52.2 1 ,52.3 I CO) 9� Q � J T1 LT-'J P PAlJ E L 5 f4," SL�?5 TO SE PDU QED m co 0. PZ GoAr STEEL uJELpS (n ��b B E56L Ow L2)-COATS OF ASPHALT � _ PI , EMIJLsrou � 0)-#5 GOUT, r3P-RS c� r 9��1 5M q�411 Ion n 1 0 F90TIN�G DETAIL N N................ O — EE, 52.1-1 ,52.2-1 ,52.3-1 0 In m O X _-_ - - -- ----- .. .. .... ......................._._..........._...._ - --- -- I I II �t�l \ y ' W 19 2 - Biz A -- -q:47 - '1I Z7 _ _..131._ q.__ 1. _..._ _ . - -- - I1 - - __ _ ... __.._ ..- —— — - >1. ._..._ ..._ _ I _ ...._ _ ... Q1_ T3 Du #�ZJ IS ..._.... _13Y-2 __ ._ �4 0 — -0..__. I3=T7. 71 - - _ - ZI- �15' �O �t3 . - - t31'D� . .. -r3� -2-3 , 1- +s, �I11 3�'i 5 G I I 04� L J L- J J t__ .J L J 1_ - -� �- L_-�J L _J L- L, J L - .J , -1 �, 52.1-5 52.2 5 v y \ : ' z ti 5x I FT 0 SIM 52-I-5 N � /_TYPE LTYP> T�TYP� G7 , f� \ � o J4/1 W U V1 W I I Z s. Q < 5Z,1-5 a TY FrP, cc LU I %/ 52. 1 fjk v \ \ i Ca W i 52,z.-3 41-v x f o ),11 0"w/ �G6q \ �\ ,✓� / ' (r ti I CB) '5 X 3'-rb T I I aC. #S K(✓ -G"SIDS:"OC \ � -- - - -- -- 1 •r, r - - — __ __ _ - ----- - - - _ -�`- - - SIM, sz.l-s) ,, L J / \ %/� \ PROJECT DATE COUTIzOL JOIHTS f$716 8/21/87 DRAWN CHECKED F'H RI J I I I ¢x w1 ,¢ W,U./, F, ti`s -� ( � �b9� \�SZ'. \ REVISED Flo• Fj F. ELF-V. = 175.0L9 i �j �( / X 52.1-(o6 D4TUM = IoG c90 = o -D I v I I ¢I-D11 K �I-O x II-(�' w;1 ``� • �� // \\\ 'r5 x \\ 1 I \\ ♦�9` ti� SHEET TITLE 41 '3HOPS "A" 52.Z-� �. I � - �M FOUNDATION PLAN LEA-VE THE LAST •51- or- 5LAA OoPour_ P U�I%L., r C' FT(,I, w�(s)- s -- Y �_- — --— — — — r1+E �T11.IrI Es �P� PL,4.�E—��. — r 2 e .,-�o � IoY D�G. w. � , -- - - - - - - -- - - - - -- - -- - - z 'E _ - __.____�-r.... ____---_ - - __ _ _... _ _ _ - --- - -- - -- 9r:/ 07 2=l�I a� 1'�2� , � L. J � +_J L -H I SHEET -- D2D Z02D TU.F. _ I SHOPS �A� FOUNDATION PLAN 2 I 11 +-r.l__._._ _...._ I N - 1 oil I� UII I t'i. ! 5 2. 2_ _ -- _ _ LL —T 51.2 Z �lD N > 1 , - 241 (.SII I ( 241-OII (I V1 i i i i l I -N P_E. P, 2.1 4 ` 51"I I FTS. , SIM. S2.1-5 1 t I II - L L LLL' ------------------- 91 ZOI OII C, 20 62 SII O ?OI-OII0 ZOI-OI 2 ZO I-OII 2 7 DI-d' ZOI SII 2 221 OII '341-011 -- O O \ 1-O,I 1001-C7 II / __-- ,LC3eVTS0N;; FOUWPA.L 10Lj BY L M ° �ma.•,t J�pr1 ly?x3Y�s .�.wrr�•®w� �.�� "'�' •�:'�'•`_� : " _. ., . � "�i. 71<WMr,yi"�i4'�'�'.'M'ta'°tl_-..- Y�MA`.. - •.�w�,µ�,��^"�'�� .�. *+n*1 � ..o :. ,.wr+- i rte.,♦ ". _ ""'�„ir� .„—s - -•w—..�....-.....�''"' ' IIIII+IIIIIIIIIIIIIIIIIIII!IIIII I IIIIIIIIIIIII I Illllllllllllllllllllllllllllll IIIIIIIIIIIII I Illllll VIII I Ilillll Illi) I III�I I III�I I I�;iI�1EJlJII 11111111 III�III .111111 1111111 ` , ` NOTE: IF THIS MICROFILMED I DRAWING IS LESS CLEAR THAM THIS NOTICE, ITIS DUE TO THE QUALITY OF THE ORIGINAL 8 L L LZ Z 4L L L L iL L 8i F)�l I Gll l i [ f,"m L 9 TfB DRAMING. !Ilil IIIII!1111111111111 II!I�IIII III111111 Illllllu Iilllllll Illllllllllllllllll Illl�illl IIII�IIII 111111111 lill�llll T TAT-�-1 JUNE 1 1990 " .r 4LPO ►T' CAP PkOr,",fsf�o n �, NGINff y� • �P r ---•- au 6p1,a.� � 9 GA4E G M TS P FU IA- 1 o OREGO.-I v - f5 VEST, FAR- 2'-O''O•C. i '410ER N1 1. NARR�S� ---�- a , � I►�41i'4h��C �� - t � t M=•SUNY LIIJT"EL , eE. 53.3-5 -' N 7 LA t x v,+, HATE �/ (2>- ) ,I� K Z4"Rg.A. . + - s_r + ----TS lv . C, x Y GOA,tI M a • Sr + _._ -/ flll � is LXGx !!111 co L, �wT5 x G K V4''60 L . - ,• 1- 16x121 1/4� � 11 ,Isol,a.T-lot.l Jo1►�r Z 1 ISOLATI bN �t lur 121c Id-x � _ I sol•ATIOU J010 T" 12 x I2>< �4 „ O i3A5E PLATE w BOISE PLATE --� 4' �IJG, SLAB w BASG P��. rE \ 4 GOIJG, SLI�.g w��(rCo- wl.4x wl.4w.W,F. 4"6,90C, l LA13 w � 4"roJosulk /1,4 �W1, �,,w.F.4 foxG N�I.4x wl-4 �,w.F W gAP.S COUr, -� r I 1 Iii' NoIJ- SHEUJK 4r-our - t5 •4 4'-0'' pow61- Q 241oc• _ G I i uou-SHeIuK GKT I -C4)- 14 04 '(�' ; y14 C4�)-�' I ►IGH E 1 �i uoQ -SHP_JOK- GeOU7 0 "CHM 150LT5 I +� 11 . . 41� X '-&"A P I � I cc I _ L N sot,rs x,11 X _ (4) 5 X 3 a � - r—��-= T�- r --•-r i I � I C4 4� I-lo ANC.N 0E- BOLTS � _4 (2) c� GO IJ T CS) ,E, _� --�� 4 _ _ - I_ u I u rr yy I I - q 2 _01 2 _amu - --� (r') 5 X 3 !n ID�z O.G•�E.tJ, s I I o 1 .all ail ` _ 41 1- ofoll y - • �'- -.} - --2 D_ _ _ Z. O 06 2 m r TRASH ENCLOSURE FOOTING DETAIL FOOTING DETAIL COLUMN AT STORE FRONT s/4- = I' O� /,11=I'- OII R.E• SZ•I-I ,52.z-I RE. 52.1-1 QE . 52.1-1 r'_E. ............................ .� Q V ............................................ .......... z ............................. Q . ....... ......... a J a ....._......_.,_........_._ __.... U. 1 --------------� ._— Y.r►---.- -- -.-.-..-.. ._._._.__._...-- -----_ - in i31-O �rI10 131-01 13l-al -�i1 i3-O� 131-U 4 n 13''O 13'-G�A 2�' r'� � i 1 I 1 T.D.F. lb. uj 52.1-5 52 2 5 �1 I N 4 f 3 F-I FTI o I 1 L51M. 52.1-5� LrYP. N CrYP. CTYP 4',c3',L I' FT*4 , m v I ' (SIM. sZ,l-5� O Li o j o m f x I , w z i I I ! O � I a cc z Va a •--yam -- --- — ---... ____.— -- uj J H 4 _ u 0 cor�r�.oL ,JauT , P�• s2,1 - 3ku I 1 •�•'" C 006 E:T-E SLAB z W1.4 I( WI.4 W.W. F d l L FIN. FI.P. ELEV. = 17(.:00 � `u N �7 ~ DATLI M 100.UO 01-Cil 0 H ~ � U I u 1� I — I PROJECT DATE -_ - — -- - --- — - _ ' ;►8 715 9/21 /87 I • r y T.0. Y = 99.6, `0 'Z-- t20 NoT hoUP- THE L1�ST sl-o� of 51.A.9 To AUTILITIES ,r F� LI.Ow Fol?_ PLACEMENT of UTILITIES , ONCE THE P IN POUF THE R6Ma1►JIuG, 5-n -i1T DRAWN CHECKED .- _ - -- - - - - --- - - - - _- - _� v-y - - -- - -- -- - - - - - - - --- --- - - -- - - _- ------ 11{� RH I ' I SDI' i•o�d - - - - ---I-� iNI-- -- - - - -1 , 1-� � - - --�r-+�-"l r � � ------.�-- - - - - - - -- -- - - -_- - -��--�- - - -- - - - - -1 ! I REVISED Lz� •'�I 20 2�1 20 g-o I ' 12-0 I �, n r, 2 I i I i c -- i N ` O 1 I I 52.2-2 ( I 2.0�� ! ' N I z4'-O° 52:2-2 781-a s LJ 1� i 201-ONO 1 O O O I' SHEET TITLE -�_ 20 -O 20'-OAli-2----- -- 201-0''---'�-- ------ ---20'-d' `—' ' � 201-0 �� 20 _(�' O - zo- 'O -- ------ - --- - - -- Igb' SHOPS •B' _. �.._._ _ ---- -- - - -- ---- --- --__ ------ ----- -____ -_--�--- - -__--- -- � POirINDATION PLAN I ( SHEET SHOPS 'B' FOUNDATION PLAN !!! I S-2.2 ■ � 111 111 Ili III III III 111 III III 111 III I I IIII+11 III 111 III 111 111 I I III III III III III III III I I III III III I I I I I I Ill I i I�. ISI JIM I III III 1111111 III III III I I ` ., "^H.--� NOTE: 1F THIS MICROFILMED I 11 I I I A I I I I I A DRAWING, iS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE pNAI ITv nF tHF nr+tr.iNni £ Z Z L7. Z YL Z 6Z ��Z �IL I L i , g[ I LTl �I i [ l i II T - I — _ DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIII�I!Ilhlli IIII�IIIIIIIII�IIIIIIIIIINII 1111�1111�1111�1116,�,,,III Illl�lllil!IIIIIIII�IIiIIIIHI►IIIIIIIIII►1111IIIIIII�IIIIi I►III�III I��Illll�lililllll IIIIIIIIIIIII►IIIIIfllil►IIII ill�l��lf IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII�I!I M i I Jll**111.,vuj 1 lrf , 1990 r ..rte--�-------••••--� .�.�..�.�rrr�. .�. Lap- 3 lyzl 711 If,`n Iii 51 I�Z,I ly�n 511 I�ZI 19 11 It" 19 -11411 � � N~ -- ♦ � I _ � � O - -_ -�__- --_ -- _ - �- fir- ---- o_ �I��u � � I a" _ ♦ j F-3 &YP,-FA,9 SIDES M r� — P3 (IYP.-FAJ2_ SIDE- � �Eo P�oF�SS/O, C� r -, r � � �� L J L J L J 1 - --- - - r A 1 r ._t '1 `' 1 U t 1� LJ � _I L J LJ LJ L J I -119 4-O -0 4'-0 it I I II I ' II � I 1 ' I s 1 I III 1 r I I 1 I 11 (4>- 4) H6A �- II - - - -- - - - 4 0 -- I 'll 1-11 8 4_-0 ¢ -0 4 -0 4 �4, d� x z4 DBA .I �- (4)-) d) x 4'' HCA — �` L r ! . Concrete strengt 'r = 4000 psi _. Rebar = ASTM A615, Srade 60 Ep Ox IO >< �2PLATE 5y X ''3. Panel ' hicknes is 5 1/2" - P2 2 SX y2 PLATE 4. center Typical reinforcing that i placed i n the I _ uOrE.: THIS SCUPPEe OPE►111.1(� O►JLY center of the panel is: ISR 5" 511 5u flu OcGUPS IIJ SUMS TYPE 'B' PA►JEI,S -MS vertical bars � 12"o.c ' I� 411 In � - -( 1 horizontal bars h 1peo.c ' IT 1S A—LwA` 6 12V4'1 h 14A+1' �Jp qll -C1 )-M5 bar around the perimeter , -��`�' � ;� 3' from the edge of the panel . 5. The reinforcing DUt,JIJ 1`12-0 �I Ne ToP A, •,HD1,J►A. j called out is for service loads � _ � ect � if -- P4 L tYP. - FA2 SIDE caoepllJarE LOcaT Iof,15 wtTH THE _ only. Any additional , einforcing required for N _ 1 _- - nt and handl handling is the responsibility i ty of the - — 1200F FLAP A,2.4-1 A2.4-2 t� A2.4-3 the conractor ■ N N 6. The panels are drawn on the sheet with the IL exterior face up. 211 X 4'I HCA - 9. The 4x4x3/8" ledger angle at the roof line is N O to be butt welded at the splices, so that the -- —- 0 angle may be continuous. J 2 LLI TILT-UP NOTES cc �4 4xlo.cY2'' PLaTf P5 l2 x 113 x Y2" PLA.rE _ O 4xGx %4' J - b" MASoN�Y waL l t 11 111 � 31c3X%,�' %D'-(o� r...►.1GLE i Q t BAt:kEt? fzOD SEAL"r (-2)- %i� �' EXPAM 51OW '1 V 1/4� � ; � 5yi' G-OIJG, wA-L•L —_ - � I � - - � � T/t4_4 3/174 _ 06 F'� �- 511 yi 1 60KZ. WA L I, P2 PZ� — I P2 p2� �j I J 3A,CK_F.R- I;?-OP 4 5�a-LA_WT — L 7 II �81 SPacE Ir-II�N I'-II�' I'll � ` 1 s " sx 60/gx� >� WA I.L- PA-f4�L '� i'— . —I-- WA.L•I- ( P r�F_LII5�11 Q U- It I� sx 1814 �;�' FP_ - -_ O s ¢ 3/LIC r3o1,Ts w/ JOINT AT MASONRY WALL Q '11g / nom I II _. _ 211-i1411 JOINT DETAIL CORNER DETAIL 11g I+oI,ES 12 I -o �— -- I2 s�8 (� -- Z oilz -v" & BEAM SEATS M IZE. 53. 1-� M - L J r r-i fL J 1_.J L_J 1_J L_J II I d = co ��1) t _ V41 2- 141. a. If'w 4'-0" 4'-d' - 4'-0i1 4'-0" 4'-0' I u - Ps(r-AR SIDE `� r o I �Y i � U. I -- - 621 &A `v; Lr L-- ------- --- _____ -*s %1EIZr. C' 4'Iv,c, roR Q J L----- a. »�F�II -1.31,ap:._ -- -- - — - - ------_� �_"� __ ,. -... 3, T. z, ¢I4P' L eor�l EpG1E -- . - 4'7J'� 13'=0'1 __._. ..... .... I. 0 � �„ j�,_. I .... k' � --#- P4 a III CTYP) _ o L r -o N r rt _ W r I L_J L J 3,x¢>< I. Fr(� , _ / ^ 52.1-5 52.2-5 X,1 T� 98 7 a_ (rYP) ' I P4 TO, FAP- SI DEQ I (SIr1, 52.1-5� CTYP i 3K4 xl Fr(�, � CFAeT IDES <TO, N > N .� [ sIM. SZ.I-5 I s I r - ii I I I L Z � 1 I o 0 i o I I I I I _:`,P2 — P2� P2 P2 - 40 11.11 s/g' 1 --- WQ - T.O.F. _ `113.(0 7 I a I I � Q - - - ---- --4 --- 4 19' ° -- O V) J —_� - - -- CON rr-OL JDI uT 2E.5z.l-3 — ----- I I — ~ z (TYP FAR 51uE) N cc a W f ( LJ LJ LJ LJ `R m L J 4'' GOIJG. SLb�B w/ bX6- 1' II%81 4'-0" - 41"°I' I 41-fin I 4'-dl I I'-3% O r w 1,4 UJ I ,4 w,w,F, -,�---. - I EIIJ, FLP. ELEV. = 174.00 f I PROJECT , DATE- I I _ #8715 9/21 ;87 DRAWN CHECKED RH RH —_—_ ---- — CTYR) 0 Lr LEavE LAST 5'OI OF SE4-B UIJf'DURED UIJTI L. LITRA T IES ADZE PLAGED- - - u1 — _ T.O.F_g947 — — -- I REVISED t .. - - -• - ---- -- - _ _ ..J r I _ P4 (T Y P.-F,k e i I 10 2-0 8 - 1 I_ II 2 I 1 2 d' 2-01-(:)lO - - — --- I <D -d 20 U z0 -O �_� - -- - - 20 - p - SHEET TITLE SHOPS "C" FOUNDATION PLAN ' SHOPS rC' FOUNDATION PLAN IZE. A 2.3 L _ F�H�ET II I E� � I -2.3 P2 P2 wa 1.L Pf�l.)�I,- .A frw mom 14 111111111111111111111111111 IllllllllilllllllllLllllllllllllllll((lllllllllI�lllll �LLI11111111111111 'II�IIII 111111 I � III � � I � III � 1 � 111 � 4 I � II1 � 5 I � Ill � fi ISI I �' 7 1IIIIIRI1 � 9 ,� I �Ilb I � II111 1111112 �.`.. 1 _ -_ ___�__-_- 1- _ �__ _ _--____ 1 .i__ -- 1__�_._ _f ] . NOTE: IF THIS MiI,HOF11'AED DRAWING 1S LESS CLEAR THAN - _ _ I THIS NOTICE, IT IS DUE TO �T�- THE QUALITY OF THE ORIGINAL g Z E LL 9L 9L Z b�L E�TL L @T [ T 1 1< I liAn Il 11 A �111101111 L F19111IT1111121111111 ► 6 L 1 wDRAWING. � I II �� —: � -11IIIIIII IIIIIIIII IIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIIII Il11111'llll11111i1�r gall IIIIIIIII 1111111!!Illlllltl�lilll�ll IIIIII IIIIIfIII IIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIII Illllllll IIIIIIIII 11111!1!. x J L►��L 1 , 1990 l' fi. i i 3q gLaK I X V X Z`-0'414 LE PE PLATES 1 . Design information and live Ioads used: T i��X�4E A. Used the 1985 un i fol m bu i 1 di ng codeU� GI`If yy► B. Roof live load. . . . . . . . . . . . . . . . . .25 PSF c C. Wind Zone . . . . . . . . . . . . . . . . . . . . . .80 MPH, Exposure B D. Seismic zone. . . . . . . . . . . . . . . . . . . .Zone 2 I !! 1 0. 2. Structural steel A. Steel designations: Rolled shapes . . . . . . . . . . .ASTM r;-36 , l \.� f4ilt \ e Pipe columns. . . . . . . . . . . .ASTM A-53, grade B Structural tubing. . . . . . .ASTM A-500, grade B I I \ fry MAR10 S. Field connections shall be made with 3/4"4- A-307 bolts unless noted otherwise . If a certain situation is not detailed use a similar detail , Tyr> ; l 41 Connections shall generally follow the types i� 16 shown in AISC manual of steel construction. C. All elevations and heights given are from finished floor elevation , which is set at 100.00 or 0'-0" , 3. Wood Framing A. Glulam beams are : Do u las Fir , Fb=2400 Psi , Fv=165 psi , E=1 ,800,000 psi 10' TO To �A/A t, 45 To W&t,L B. Rough Framing O I . Joists, ledgers, plates and other structural PUP B�N1 STEEL(2)*4 0 umber shall be Douglas Fir No. 2, BAQ•6 PALSr EFOP OF gE,kp-1 - 151N�F500l H&3T_7- -7 EI = 29k4 2. Ledgers ar'd plates in contact with the masonry shall be treated. II 3. The trus manufacturer shall be responsible for all 410 24 e*• L•-- _ I ' ._ i ?q`Lt 1301,T5 Uj ccblocking, be• i dge ng, and attachments needed for the 1 J � W E- %1 SIDE PLATES C. correct performance of his trusses. SIHPSaN C, 1;37A - 0 • 4 C. Plywood roof deck : �r _ BA5 C PLATE Q j 1 . 3/4" plywood,C-D exterior , panel index 48/24. Use 11 , • • i N ply- lips at the unsupported edges when the join: I - N n spacing is 4'-0" a.c . I gl$„ 1Q �o><!iY 'Y6 >< 2O A116�1E 1 e 2ucc 2. Nailing C'd ,II6"o.c . at the plywood edges a:id building Il - � ' _71-7 II �♦ II 4�-0 110"4 600 D BEAM perimeter , and 12"o.c . elsewhere . 3. The plywood desk height at various points are given as 13p�1p C3EAM �� (2)-#4 >< �'/ follows: 4I-Oil L..O� �1 IN/- L II elevation - The elevation g i ver, is to the top of the it • I I � g��k �LiKOL1rEl� �( plywood deck . Slope the dEck in a straight 8 GIIAIJI" E3�� I ' PULL Ft* 41-p II line between the eIe•.ations giver . Note that the roof slopes from the front to the back # 1 of the building. Note also that the de_k is �?�" S VEST. BARS P / -/4 I' c 24 j1 G• L. BSM b"O,C, FrX 4'-0" m 3/4" i n depth.. ` SEGTIoIJ G'4♦,IrRAG_'DR TO CAVRpIUAM -/ MF.GH. 4 JasrsuPPLIEe hs ro wHErNEr- or- wor ExTeA, JaSTS A•R..E v_Fe_rp, FM A►.IY MiSGN. UWIrS. 2STRUCTURAL NOTES DETAIL DETAIL DETAIL 3y+1'= 11-o'I � *4e' P_ s3.1-1 ¢13.ss.l-I RE. 51.1-I Q 10C CD I Z Q Q I CO01 a ep co U. PnPn Fn • O • tV W • N O �I1 n on O —__ - ... _.. _........ - - .._...._.._......................... .,,. ......... ` ------ _............ ..._................................. 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I H3.3711, S3,3 g 4 Vr � / \`.\ DRAWN CHECKED REVISED \ RIF EV_ATOS AF_ SHEET TITLE I I I L;`N moo- _ J SHOPS "A" 5T 3-IP a 53.3-ID �_ � A H= 17 2/ ROOF FRAMING PIAN 'I Igl 5�+ 53.E 4 4 22' TJ155 5 �41-O''OG -- H=I1�"f4 q1�1 sKlo&y�cc. 4 !r L , I� 5�4 / — - 52.3-¢ GA<M13C�' �q° 2e CAM1;Ee �I� } (SHEET A --- -- -- -- --Z 10�' Z -g �� • -- — 113 2 SHOPS �A� ROOF FRAMING PLAN ` S-3. 1-_ 7 01S Ad I ) II 1 � j} r' III III Il; Ill Ill III III I I III ell Ill I I Ill III iIl"e I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'II I l e V I I I II, I I I I I I I I I I I _ OME TE IF THIS MICROrILD __ 41 I I 11 I I I I I I `7I I I 1 V I I III ' `7 I I I I I I �" V I I I �? l I I I I 11.E L.¢ I i (� dwi 11 1 L I I l l ( 111 V I I I �� , '•yw.- „ DRAWING, LESS CLEAR THAN , THIS NOTICE, IT IS DUE a THE VUAL?TV OF TT# ORIF .NAL URAMING. IIIIIIIIIIIIII IIIIIIIII (IIIIIIIII Il (IIIIII IIIIIIIIIIIIIIII�IIIIII�IIIIIIIII�IIIi�IIIIIIII IIIIIIIIIIIIIIIIII�I ilii I�IIIIIIIIIIIIII�IIII IIIIIIIH�III�11�1 Im�IIIIIIIIIIIIIIIIIII�IIII IIIIIIIII II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIrl111 y s JUTE 1 ' 1111990 ... ,-«w•r�l�''" -=.`.e+c+e�av�t� a�� .. .' may' \y`E\kEp Pkoffsji 0 f OREUN 1 EMBER 11�4 1 HARfdS�y► ,O V MMLLI O w Li U • _ s 06 0 w ......................................... a I I ,._.... .......... 06 .. a a m �-,-�- ____...__..___.......__....__ ._..__.___.__ __ ...._._......._._..........._.._...._ ___..__....__......_......___..-_ _.____ - _ _ a. 7 _._.«......_.........................._._._ O ............ ...... ._._ r..`..-..........__.__....__......._.. -- .-- .___.____._._-...-.. ..._ M I.L *__ -- -- 4xG GOUT. LEDlxE� w, ;- .I I _ __._ .�_�. "" ! - I ( _ 3/4°[b A- S. 1 3x 3,c V41 I I I I 11,TI I 1 4,c L GouT- L.EDGEe �/ '� • PL,ATr Wa5hE25 -- - -- woop T USS E 5 id 2 - O• '�� 4„ n - 0- • 3x3x Y I I 3�4 � Ij — - - I PI,A� E .SAS 5 n l I JI T HE 1 I 1 fAl � � I An- ti ;! I }� • 0 N`OI-8 W . tt • N II I ;t O aD it ll r m 53-3-2 I z I w o cc O � N 2� 0 2 0 _ 4 TJH f ? ¢ D O.G, (UIJLX NOTED " " 2-101i! � z 2 0 110 2 i } I J V) Ii 53.3-2uj _ z t ! � = w I !I (€ O r L t; z a ui mW O u I I I � F- cca i PROJECT DATE _ #8715 9/21 /87 DRAWN CHECKED 5 - I>3�-5411 -- - IL -- __ REVISED I� 'I cri SHOP B� ROOF FRAMING PLAN �{ SHEET TITLE I SHOPS "B" I ! ROOF FZAMING PLA I I SHEET ......................... 3 ' ..t ' III III III III III IIIIIII I � III III III I I III III III III IIIIIII III I VIII III III I I III III III I I III III 'I! I I lil ! i i ��lll I��'III IIJII I III III IIIIIIIIIII III III I � '' + .- ` NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THS:+ �THIS NOTICE, IT I' DUE TO THE QUALITY OF THE ORIGINAL g y —�,f, Z 4Z L Z L lL Z 8i l LT 9l 9t T t t I1 l 8 e b �9 T f Z l r M DRAWING. IIII IIII!IIII(IIl�III!�I!fl!illllllll!IIII IIIIII!�I 111111111 Iiillllll IIIIIIIII Illlillllllllllllll IIII!IIII IIIIIIIlL;a!IIII IIIIIII'I IIII!IIII IIIiIIIN�JI��III Imlllilllli►lllllllllll�ll!!IIIIII�III,I►IIIIII illllilu luillllill►Ill►Illlllllli�llhl►I IIIIII�II Ill�f Ilil Illilillll � JUNE l `� ' 1999 - - ---,.._.....a,�,,,,rr.,, m.....,..�,.,......�.....w.4..wnr.�e••.tit,•wmT. ,e1�»71„^.: A•.ra,. ,�I�■r. ,V. IV. V. X31 1( ;r. fe B I 1 f • , L�on1D BEAN 600T. - 13OW D BEAM PLYwooD - �� B V� 2 x 4 BLOC V-4 P 661 �' 11t��^'-•. �,y_ d I n �3 X 4 c-OWT- PLATE BOLTED ;o A X 4x 3'Bl N , I „ y ► �' WNfEq 2lj-g- 20 8 A1.iGl� w/ SIMPSo1J PQ18 D•G.�. - �-- _ PE'3",p 60LT5 Com' Ilv"O-��- GWLIT FULL F02 I - -------- -- ----------- --- - 3x4 SLOGV_Ifabl w/HA.WAERS 2X4 ;7xKING CZ: U r_6F1s A00vEcoNT, opEG01,q� li 13007 BEAMM �/¢ PLYWOOD _ M�f..t w = �4 4x NO GorlT. ANGLE w/ 4x4 >< � II " 01 — 3x4 cow PLA•.TE C30L.TED To IT 8 Go�T. aNGIE w� I Cp K Iz A •l3, IL O.G ' �XI.MM1� ? -N L.../ c+� r-,O L T.S � I lo'' a e_. �� _ L x n 5/4 PLYWOOD 4� TJ� O 4xG C,61 KIT :✓/ l-� ` 34 PL1r"WOOD 3/+ f�-VwnOD , n PGF - BOND BEA�I �'� (2)- 5 CDN-r. _��c pNT LEPER � _ 51MPSOA! f Ar19, e EACfl TKUSS �- • 4><Co GONt• LEDL��.2 �✓� ,✓ nF P3 \ I � Y1 FixPAIJSIOQ SDLrs /4 40 PA.}JSIO!J f5OLrs II � EEPH EaA' ✓S 3484> P a'-"oc-. F3 ,' cwt W/ -3 K 3 x � PLATE WASHEee, �� _ ----------_3 ,�� Go�T. I�E�GE�--W/-�q,' Aa K G� 2'-0"0,6 ---- 4} ' Tj�vU - �-TE �✓asNE.�S —7 � � 3 4 V4 PL A-TE wa�SME:�S STOIZES�e-LL'`�� `T S'' GIa�J t BRlck w/ C1 GAGE 'SIM FS 00 A.35 •P(-HCR_ � OA L J_H TRUSS rO� jr, e5l", cV- 1601101c_ *� - I V � 0 - TILT-UP GONJG. Pp t�lE1 1`4 vEeT: ime @ 2'-n''o.G•- meq'' PLY wooD i �W %, W/ HOOK C 6ofT01-�) woop TrLIJ Ss Cp 2.'-O"O'c . 2 X(i TOP IJ orE- L.oA0lA1 q ot�l T2LJSS __.._..— C_Ii OD 15 75 PsF - IZ .4,-rJ H ----\ - - cc TL.T-Uf GoNG. PX41EL ¢ y000 eEAM w/ (4)*(o cou�. -4 - ~ i d 3Y1• DONT. LC:DGEfz w� • i + 3/4"eP A B- S LI_OIIO,G 3 x 3 x 4' O PL-A-TE WaSHEI`5• �V � 2xGJoIST HANGErz CJbAGH TR1J�5 - N � �v -�� 2xli I3oTTGM cHoRD SECTION SECTION SECTION _ - 2 �4!':I'-d' �4u;l'-Du �4''=1'-O'I =O -- _--- — - --- — 4 _ 53.2-1 , � 90" EA. -� 2�- cq.1 2x+ [it-A%KI eE. 53.1-I , s�•ZI ,s3.3-I ��, 5?•1-I RE. s3.1 X3.3- I d D B M / C 4 T GO 71_SII Z 9.................................. .. __. __ —_ I CANOPY SECTION _.___ �E• 53.1-1 1 S3.2-I , 53.3- I .... E;O IJ D BEa-M �'�C2)�5 cAUT• - I 49 GIANT 13P-16V- 9 4A4E —_ -- :.::::::::::................................... I' I. -y-6, GouT. 1 6 P( E p U. U. ................._...._........_..._....... ..... W/ ;� "(b K in V r� OL IL EL In 4><� tour. LEDlIEf� - ----- ------ ----------- _ ---- °fir ' 1! 1v _ in h Z _ __ _ _, - - - - - _ __ Bole B:.AM W (2) ¢ c .. .... ... ... ... ... ..�.: _l.. I +_ 1" .. 'S1MP50Q' IA a f3'-Otl0•l.- fi ro - 3x 3 x yq" F'LaTE 1 I w40D TP_US, S @ 2'-0 O, I 4x4x BL cONT. A.N4L-E. w/ � I. `"� N waSHE�S C°' 2'-O�O,C. I I I I I I I I I 53.3-7 1'4> x 12" A.,g. 1 3X4 CONT/\ -� y = Lei v ITT-F sI M F1,A TE BoLTEP TO ALIL�LE � a "d r3oAtpLT I ln"O,G. \ — ceout coUes(; 4 x w x'/2" PLATE 20-83'4 3/4 pl.Y woo D- "0 F: -1P BONS 4 x to xA%zP PL.T;; w�L2)-yZ x' 0 rJ I -_ - ---- --_ BEAM FULL GII NJCA. < HAI�CtE2 6Y -- ---- P_T aaP. w/ - CUT A SLOT IIJ THE END OF /*4 v E HOiX- 0 c30rrOM L.i TIws JOIST" THE 51 x12' GI•L• e 5LIDE (F V-U" 0•C.. 111 ,,'-1-TIoo JOWT - -_ p Ya" Pl.nr E _— ,I � m 1 cz) -4Eco1. r. :1 1 ' • . W14x wI.4A6 ,w FXIo- I I 44 0 BOLT w/ Lel o0 D 0 . \ \\ ►- i I b 6eI6v- Wj 9 AAL/leWaSHWS . 13 b y z _ JT: 12F-I" CG' --- 4 vEet. 13A� Z dO.c•. �� - - �A s GOUT- B0TT0 • - N M OF WA LL SAME J - #S x S'--O" IF 41-DdD.G € ; AS $40u)pI 114 s3.3 - ,5 ABDVE. `- _ p>' P vL1TED - -- - D o 4-9, TJH '' c� 4 '-0" O•c. �tiJI-E,SS NarED �-�¢11 goNr sEEAM w1(2)-*s wwT.� (n •� ►�- ui t < f 53.3-01 Ii t.l Aj r t2 GTT--l'OGK w� — $u 8n P'" Fr _ u c, SECTION SECTION WALL SECTION x II_0u3/4'-1'-O' '' -I'-O' z �E• 53,1-I � 53.3-5 2E• 53.1-1 RE. 52. 1 -1 , 52.3-1,53.1-I ,53.3-I Q a J { Uu A f I C : 4K la GOIJr. LFP,/,E_ u// 0.)- �41 EXF- BOLTS s~ 3x9 X-V4" wA54ez @ 21-0110'r - PROJECT DATE 34" t✓LYwooPV8713 91:11 /87 vA21E5 / X41 R-YwOOD DRAWN CHECKED } - JR H H l_%b y, � Z�- REVISED Y4 I 2'-S T NdGEf_ SY . s BOL 5 1x 112'1T��S Jp1ST I z X Iv dol K_T NJAN,IGE�. � _ n --� z x IvHANG5R. 4 ISxIGxy4 ��- _ _ - _ N IS ; N - - -- ---- -- -- -- - - - - - - �� _--� =`•t SHEET TITLE120 -O ----g'' MA50IJeY , APJAc�l�r – � � - '�— G•I. R�ati STo2E wA•LL 15x V4' h7 Ii i SHOPS .C. 'F5 /OX6, X y¢ evL• �1 SLI ROOF FRAMiNO PLA Ii I • II SHOP �C� ROOF FRAMING PLAN j -- !� V811= II_OII I SHEET P_F_. a2.1 SECTION BEAM SEAT BEAM • JOIST CONNECTION V4 10 _ 11-011 I ' J? I PE. s5, 1- 1 eE. 63.1- I I-E• 53.1 I SNNNNNN3.3 ii WAMW ii i it t .. r r. r j t - - - -- — —..r.-•-•.+..:l,a•.� spar. Ilil�l� �III�11 IIT 1 1111111 ;ILII �III�I111 T 1�I111 �I�I� 1 �I� �I� �III� 1 II�I�I� �I��III 1111111 �III� � 1111 i �I�I� 11��I�II�JI,11� 1 > NOTE; IF THIS MICROFIL6•'ED DRAWING 1� LESS CLEAR 1,IAN THIS NOT16E. IT IS DUE 10 _ THE QUALITY OF THE ORIGINAL g L Z L L 4iS 7, L L lE L 8I T1 Ll [ T l i t Z I t 8 B �. 9 2 ► 6 L l fll �lmlllllIIIIIIIIII IIIIIIIII IIIIIIII IIIIIIII IIIIIIII Illlllil IIII j. hk, i r JUN 1 , 1990 .-.ww'ro�/�•il�n•., -rYll�e' ,• t..'?•s:•,e•::. ' �i' ��'. ., .. d� e..ai@< . .__--.... _.._ i [.:llr• •.. ... .._-....__._ ..— .___. � ��r� ��i�i. «..............-r.�. .....-. ...a.I+r�/• ._......___•_».-�.._.�..w..�...,.........._...++..,nr. -- ..-�,-......- _ _._...:.^�-..:.._•,.e.n»r..r.�r---- --e+�r-" w..G .-x 1R�,.:y,.:.aR. �■wr e; 1 0 0 o,,, GEh`RAL NOTES ,.*.Wm low 1. COORDINATE LOCATION, INVERTS AND CONNECTION OF UTILITIES AS REQUIRED WITH SITE CONTRACTOR AND WITH SITE DRAWINGS DATED APRIL 1987. UTILITIES B': SITE CONTRACTOR ARE TO EXTERIOR OF —� BUILDING WALL UNLESS NO:En OTHERWISE. UTILITIES FROM I— �� ! �� I I I '-�I— �I` �� -II— ____________________________________ - BUILDING THROUGH EXTERIOR WA' 2: AND CONNECTION AT EXTERIOR BY F—, F-- 1� 1� 1� 1i 1� 1� l� '1 1� 1 1� 1 LIGHTING FIXTURE SCHEDULE y BUILDING CONTRACTOR AS REQT11x1.�. , (III II II ( 20QY2�Yf120V ( II II 2. FOR RECESSED TYPE A LIGHTING FiXTURES QEIIERAL CONTRACTOR SHALL COORDINATE CANOPY FRAMING TO ALLOW FIXTURES TO BE CENTERED N SOFFITS. LEl��JL—�JLELL4-0111 �SE RAM S.L RM ��t�❑� ; SYM MANUFACTURER'S INFORMATION i LAMPS ; REhIARKS __ 1X10 MWS NO AWS - :LITHONIA 11 LG12-175M-RWF-208 it 175W ,RECESSED FRESNEL LENS DOWNLIGHT. i A ; !Mi !METAL HALIDE. i !CLEAR :2(1BV. Mk 20BY/120V. 3,�HASE, 4-W &XA, 20BY/12DV. I-RiASL 4-IE i-- ------------------------------------------------------------------- --------------- - ----------------------------i II11m auTlot, ge um BUSSED am gr I= i :LITHONIA R TWP-175-MP'-208 !1 - 175W !EXTERIOR WALL BRACKET i IFMA 3R IIIA RZ ; B .Mi !ALUMINUM HOUSING. POLYCARBONATE LENSCLEAR i /R ------------------- -------- !BRONZE FINISH. 20BV. ------i W :HOLOPHANE N MDWP--175MI-20-BZ !1 - 175W !GEOMETRIC WALL MOUNT { �PPRrnc 14• amm wwm BY s 1E I�TI��.C1al, AaK'PER (!EC C :MH :SHOCK RESISTANT PRISMATIC GLASS LENS ! SHEET NOTES C�IICIpIS BY UMY pPP /0(au) M WAM E. 09CU) 1D aR M Rao :CLEAR :200V ! 1. SCHEDULE 40 P.V.C. ROOF DRAIN LINE ABOVE, W/HANGERS AT 5'-0" w O.C. MAX. SLOPE 1/4"/FT. MIN. AND KEEP LINE ABOVE 130TTOM OF ROOF TRUSSES. c 2 SHOPS 'A' 3FIXTURE SCHEDULE 2. ROOF DRAIN LINE DOWN AND OUT OF BUILDING, COORDINATE CONNECTION TO STORM SEWER AS REQUIRED. V SCALE 3. C.I. SANITARY SEWER LINE, SLOPE 1/8"/FT. MIN. , CAP END AND MARK LOCATION OF LINE. 4. T`:PE L COPPER WATER LINE. STUB WATER LINE INTO BUILDING AND RISE 12" ABOVE FINISH FLOOR AND CAP. Li.1 6 5. 6" ROOF DRAIN J(B,VE, "J.R. SMITH" #1010C w f S S L � i r^ i T Y/ i ' Z _ f Q I � J i m Q � a + = O E C13 _ �Y c/) C { U u- U M f v f CL -- ---_ 0 V 04 I : LIJ v __._... ,-- r- m IQtf}.tCa o 7bl�f I►!'i*1�1J t , /�/ ♦\�\ o _ __, _... _ __ _ ; _ , - _ __ ... _ .. ...... ._.. ...... ...... ..._ ...... ... .... ... __ ___ _.. ___ __.._._ _. ... ..... .... ..... ..._.... _....__ ___....__. .__ -_____ __ .._ .... ___ __. . __ ___ _ - _-- - -__.._._ ._....._ — i m uj i o —._ �- f II-N *12+ ' Z \ 0 � I W Q . Z Z W • N \ J / \ F- i cz Z—lh�rz� W �I wEI�. �klo 1�Lt�lJ I RE t� +10 0 � SHOPS BUILDING A �` � � I U FIN. FLOOR = 1752. \ F DATUM=100 PROJECT DATE #8715 9/21 /87 '^ DRAWN CHECKED JP _ NW REVISED Coll ,/ \\ / - // oele / — ` ..I�L■�R RIS«l;R� _ SHOPS *A" ;HEFT TITLE' � F.3Uttr LNG Wf.LL. A-4:; Isou1*45P. _ -_...._____ ..__...........__.............. '" - -- - - - -- --- -- -- .........__..... --- —..._._................._...__......__. ..._.. ._ . ..... - ....__ _.r_.._....................... MECHANICAL./ ELECTRICAL PLAN ro a all Gt7wN 1 _ - Z'i Wc,4: ', +101-o� SHEET0 cc IIII ME_2m 1 I I I I I L-----------L--- I I 1 1 1 I I Illi ! i ------ __..- --___---------_._—___—_.___—_»_ 1 SHOPS "A " MECHANICAUELECTRICAL PLAN SCALE: 1/8" l'-0 9� OF i II I I I I ...mow _.._. . �� '�{� III I{� III III I{I I{I I III{� IIS �{i � I �{� SII III III I{I III III I I I{I I{I I{I I ! III III I{� 1II III III I{I I I I I I I I�I I I I�I�II IBJ I I I�f I{I III III III I{I I{I{I I '""'� y � .�.Il_„-.L,••_ •�'."�'�. ! � 1 ( � � 3 ! � 4` ! � 5 ! � � ► �7 ! � � ► �j "� t lbI ( I 11 ! 1� NOTE: IF THIS MICROFILMED _� __._J DRAWIN; IS LESS CLEAR THAN --- - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL qE Z Z LL Z 97 Z Z t lL S 1 1 41 l 1 ll 1 I I 1 6 4 L 9 T9 ► ti L 1„ �. DRAWING. III�II{{{li{i{{{{{I{{{{ {{Iil�ill I{{illil{ I{lil►li{ {{I{lilli {I�{III�I{hl �{I{�I{ III{lul{ {{lil{{{{ {{I{I{{ I!li{{,��III{{II{{II,II {ml�lll u{{I{I{{ {►{{II�{�II �I{i! I{IC{{{I{ul u►►II{ III{I{ II{I I!{�li{{� II{III{{{I{{{I{I{TlI �IIIr y JUNE 9 9 o , ..+.....• u. ...w�,-. .. _. ' i � ,. - '.7�u.. --ac- of:��1��. 1 7 �tO PRO I nMft 200A, YPHASE, 4-WE �� + I,Mtt� COMWIiON WH/U%4NNEC7 r � �r 1 �1I I r_1 F-1 F� ftAYt I � IIS II \ II FLSED I ,SECT FLM QAMWECT / ` LIGHTING FIXTURE SCHEDULE II II I 21BY/IWI 206'J4.20V - ii II II GENERAL NOTES �SZ *M 3-PI1. 4Te E, ❑ SYM MANUFACfURER'5 1Nr1'4MAT10N LAMPS REMARKS � �L L�_ _JS.E RATED S.E. RATED I __ __ I1. COORDINATE LOCATION, INVERTS AND CONNECTION OF TJTILITIES AS 600 ALPS E00 AIDS L _A- J� �� LLO_� REQUIRED WILL TIO CONTRACTOR AND ..-_:: - LITHONIA M LCI? I75M-RWF-208 :1 - ]7`,W :RECESSED FRE5NF1_ LENS DOWNLIGNT. Q SITE DRAWINGS DATED OR A :MH METAL HALIDE. APRIL 1987. UTILITIES BY SITE C014TRACTARE TO EXTERIOR O? OW Alf, 208Y,120Y, 3-4HASE. 4-1 : CLEAR :_0 -- -__ __ _ ______________________ _ __ _ -- BUILDING WALL UNLESS NOTED OTHERWISE. UTILITIES FROM --- �— 20QY �� * _ -- - - - -----------------`---------------------------------•------ ---- I BUILDING THROUGH EXTERIOR WALL AND CONNECTION AT EXTERIOR BY D �• 77 LONG BUSSED GUTTER, 72• l(1l1C :LITHONIA A TWP-175-MP-208 :1 - 175W :EXTERIOR WALL BRACKET I BUILDING CONTRACTOR AS REQUIRED. NEVA M NEPA 3R B :MH :ALUMINUM HOUSING. POLYCARPONATE LENS I .% % :CLEAR I B"7L FINISH. 208V. : 2, JFOR RECESSED TYPE i, LIGHTING FIXTURES GENERAL CONTRACTOR SHALL ---------------------------------' APPROK 14 SERVICE 0211M BY SIE OWMACTOK I I I I I I I I VICE QWUM dG PER NEC ------------- --------- ------------------------------------------------------------- O COORDINATE CANOPY FRAMING TO ALt.OW FIXTURES TO BE CENTERED N 60FFIT'S. .HOLOPHANE N �1DWP-175MH-20-BZ :1 - 175W :GEuMETRiC WALL MOUNT GRADE Lm :CLEAR 9Y Ilmm- 03/0(CU) TO WATER PK #4(W) TIO MM RDD i C ;MH !SHOCK RESISTANT PR I Sr AT I C GLASS LENS ' :CLEAR :288V , uj 0 2 SHOPSB 3FIXTURE SCHEDULE d ' SHEET NOTES oc Q 1. SCHEDUr- 40 P.�'.C. ROOF DRAIN LINE. ABOVE, W/TiANGFRS AT 51-( R O.C. i•1AX. SL:,'E 1/4"/FT. MIN. AND JEEP LT:v- ABOVE BOTTOM OF � ROCr TRUSSES. 2. ROOF DRAIN LINE DOWN AND OUT OF BUILDING, COORDINA-L �- 0 CONNECTION TO STORM SEWER AS REQUIRED. 3. C.I. SANITARY SEWER LINE, SLOPE 1/8"/FT. MIN. , CAP END AND W MARK LOCATION OF LINE. i 1 4. TYPE L COPPER WATER LINE. STUB WATER LINE INTO BUILDING AND w RISE 12" ABOVE FINISH FLOOR AND CAP. s 5. 6" ROOF DRAIN ABOVE, "J.R. SMITH" M1310C C ' ,- _ ..................................................................... .........:. ..... mom ID Q 06 J ..._............ _ Ow�N SINE ..........._..._ _. ............ ......................._...... i To �1-01�1 � �, grxpu I gap _........._._._........__ _ ...... _ _-- ......................................................................... • U. I _ _._.. _. . ........ _.... _ _ ......._._. .. .. ... _... ____ _ _.__�._ ---� _.._ -_ __- ----_. - --- _ ---------__ - ___.._ ___ .._ .... .. .. U _ if J Il ` II Q I T., J Q 211 "._�--e'er—:•-....�.—�St�. [�.... ... ._.�.— ...�.SGC. . tR.....:..:.....:.:...."......:.� ........ ._.�.:•:�`.:r.; .....:___--._— ....— — � �I' ' I fn ' 1 ? ?M/• 1`?I t SII � rn .7 Li �. I co0 ?� m >> 0 l� m I i t SHOPS BUILDING "B" ' FIN. FLOOR = 176 �# � o DATUM-100 I i 0 � I c/) _1 ?? Z • 1 I� � r I l; O 11 `' z . o Z ccJ a 3 Q W Lco , w u a P f=IRL'�NKLER izISElR, c4*4NEC=7 -rap SFrRvIcE A,7- ? I ?? PFtCiJECT DATE 81715 9/21 /87 roll �, u I � Ihl�. I'12 DRAWN CHECKDjrED / c= REVI!;ED 2.Wto IiG 7(v ELF. TRCir_-rR,/Ir-F, i_IGHTIIJ� � P��tICo'.7'I ��PIJIT�i'1�hIT, SEE � �. U � . (,LIGHTING ME- olf o"n-1E,'0=� 1 SHEET TITLE 1 SHOPS "I7• MECHANICAL/ ELECTRICAL PLAN ` _......_._.._. _.._.._...._.._ _———_ __ ._ __ ___.._ -.-___.... ._._—_- .__.._.......�.___._..._....__--•----———_._...___ —._-,.._...__._——_...�_..._.. SHEET SHOPS 1113" „MECHANICAL/ELECTRICAL PLAN ME- 2 . 2 SCALE: 1/8" 1 -I} >J i , i�'D'�r�a..�IIIII1rM�INIw� •___�11► .__ .. .. :,�;.��;�. ; ..— ...11....- .. P, , IIII111 II�I�I� �I�I�?�I�IIIIII� �III�I��I�II� 11�III1'IIIIIII IIIIlI�'illllll IIIIIII 111`1 IIIIIIIII III I I III II'r II I'I L144 lllj ! :,I � ++ n I � NOTE: IF THIS CLEAR (THAN L 1--_--.�- --L- ---`LLL- -�L_ L PHIS NG IS LESS CLEAR THAN LL _�_..____�—_�_� PHIS NOTI(E, IT IS WE TC) THE QUALITY OF THE ORIGINAL Fwl, r1,111111111 L LZ L .L Z T l :.t ► i l i l l I I $ B LX"1111,11111, TUg L 1�,,.ORAMINO. 11111u1 ulllll ul lull a it 11111u11:111 1111i11�l11111111 rulllu 1ulllul 1u1h111, ::i1111!I��IIII III�li ili�H`��J,?? Imllll �ll�ll?i�ll�i!�I��!I��II illilll�� l�i��iiI� �liillilll►�Ill��i�I�il��l�,ili�iii►��1r11 JUNE 1 Fl. 1 1990 ,.. ... ,. „-SR.a,. ---- ----._ ,.... _,,.�..,._ ......-..�...._.w..�..�*,.:.�..W.,�d..4.� -�.�.,�� .. ._ :...►,.�.�nr..�+.�rrrri�rw, ......•�r�wwr • . ,,•: , v I : PROffjj�D RJIINiE 20DA, 3- 4--M D-MMTION 'CH/OtMNECT - - GENERAL NOTES 'Of 4 a 1. COORDINATE LOCATION, INVE ITS AND CONNECTION OF UTILITIES AS FMLIGHTING FIXTURE SCHEDULE REQUIRED WITH SITE CONTRACTOR ANI' WITH SITE DRAWINGS DATED APRIL 1.987. UTILITIES BY SIZE CO';TRACTOR ARE TO EXTERIOR OF II II II I MAIM = __=_=__-__=_______ __ __________________________________________________________=________-__= BUILDING WALL UNLESS NOTED O^HERWISE. UTILITIES FROM 3-W. 4-1 ; GYM ; 14ANUFACIURER'S INFORMATION ; LAMPS REMARKS BUILDING THROUGH EXTERIOR WALT, AND CONNECTION AT EXTERIOR BY SE. RATED BUILDING CONTRACTOk AS REQUIRED. __JL_ __JL__ _Jl__ __J 600ANK ;LITHONIA N LG12-175M-RWF-208 ;1 - 175W ;RECESSED FRESNEL LENS DuWNLIGHT. A ; ;MH ;METAL HALIDE. � �� ih�M �� + � ;CLEAR ;208V. � Z. FOR RECESSELy.TYPE A UGHTINp FIXTURES GENERAL CONTRACTOR 6i;ALL COORDINATE CANOPY FRAMING TO ALLOW FIXTURES TO BE CENTERED N SOFFITS. -- --- _ ;--------------------------------'------------------------_-------- -------_------------------------------------ eum Q nE% 7f LONG :LITHON.A A TWP-175-MP-_08 :1 175W !EXTERIOR WALL BRACKET - I[W 3R `7717 � ; B r !MH ;ALUMINUM HOUSING. POLYCARBONATE LENS Z I ; !CLEAR ;BRONZE FINISH. 20BV. -�- SEW CAD" BY 91 CWfRAM, I I i I NCE GROUN ac PER NEC :HOLOPHANE N MDWP-175MH-20-BZ ;1 - i7SW ;GEOMETRIC WALL MOUNT 0 APP m + v/ ODIOUCTORS BY UTLlTY p./0(CU) TO WATFR PPE, �(O>J) TO OR01�lD ROD C ;MH ;SHOCK RES[51 ANT PRISMATIC GLASS LENS ' � —.wm ; ;CLEAR ;216w W - o I 2 SHOPS 'C' 3 FIXTURE SCHEDULE � SCALE I'�. SHEET NOTES Q 1. SCHEDULE 40 P.V.C. ROOF DRAIN LINE ABOVE, W/HANGERS AT 5'-0" U O.C. MAX. SLOPE 1/4"/FT. MIN. AND KEEP LINF ABOVE BOTTOM OF S ROOF TRUSSES. 06 2. ROOF DRAIN LINE DOWN AND OUT OF BUILDING, COORDINATE CONNECTION TO STORM SEWER AS REQUIRED. It 3. C.I. SANITARY SEWER LINE:, SLOPE 1/8"/FT. MIN. , CAP END AND MARK LOCATION OF LINE. w 4. TYPE L COPPER WATER LINE. STUB WATER LINE INTO BUILDING AND RISE 12" APIVE FINISH FLOOR AND CAP. t c ' 5. 6" ROOF DRAIt: ABOVE, "J.R. SMITH" N1010C VJ _z 1 cf) O co .-.-...—..._-_ _.............._..... ._................ , _ -- ............... - fl)t� I 1:�,!-•Ip�uG~OF��GTIOI-� "f�1 - � �' ' e�'R �tJ I IeE P Q iD �tl 1 © 00t 0 • N 2-�I •�IIG-fV lJ I J I I ✓_. f W I J I I N LI I G' O __ __ _.......................... ....... _ _......... ri �4'�'i it � IF�1N. I'l��+t � o I I Aa [ � o m i I �- I I w Z I [ f I c o I , SHOPS BUILDING "C Q FIN. FLOOR = 174 0 o \.J j ' � 'i 100 DATUM = a I V) w � J a I za f � z f [ � w I I [ ! 0 i F— J ui w . i a ! I Q m u ! 'R u ` ) O w u z PROJECT DATE +18715 9 / 21 /87 I`{' I FIS-E�Y`�IN�L��2 1�•ISLIe BUI�I}�JC, AGE ^� I DRAWN CHECKED DJ REVISED I'll- -- I CAIL I' ,gyp J • 0ER�/GE �11191ENT1 `� � L c.) 0 ij ,HEFT TITLE it I !f ( SHOPS "C" I ( I MECHANICAL/ I ! I ELECTRICAL PLAN li i4 I !f I (-S H F E T JME-2 .3 t : ! I 1 SHOPS "CE' MECHANICAL/ELECTRICAL PLAN ~- - SCALE: 1/8" 1 '--0" Nolr►N wwjwqPw NOTE: IF THIS MICROF P_MED �IIII�IIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIII LIIIIIIIIIIIIIII�;IIIIIIIIIIIIIIII IIIllllilllll I IIIII�Iilll�lllIIIIIIIIIIIIII IIII111'IIIIIIIII I�IIIII�III�� IIIIIIIIIII�� IIIIIIIIIII�I I ' L� l l _3L. !!� _ 5l_ DRAWING .o LESS CLEAR THAN T--- ---'--_ _ _ THIS NOTICE. IT IS DDt TO DRAW NAI ITY OF THF OR1f,INAI £ Z p,7 LZ z, Ski Z Z Z jZ Z - [ Ll jAll 1 I j j I ,I A 6 I L �9 �4 -T� £ L l u Illi ulllllii li�ililliil►��i!lilli !IIIIIII�II��ill�i� �ilililii�lillliii IIII illi IIIIIIIII Illilliil cull !IIII ilii ull IIIII !!llllti IIIIII�II 111411ll Iliiliiii �I�iliil�11111111 1ill111111 IIII►IIII Illlliillllllilllii Illlliiull�l�llul IIIII�III Ilrlllu lulll Y JUNE 1 " ) 1990 . ,. ,,,,-�,.�••�r.. ...�......-..,.-.�,.� --- - ---- .....r -..r.., tt _ _ - -_..��xru. •.r��F� .. -... : __.._ •.,, �� •ay.V -a,... .... . ..,... ._. ro. -. ...... .I..a.. .. _ +� _. i .� ... _.�.a �...�.r.••�.•.wv r 1 . Design Infor'ma'. Ion and live loads used: 4. Masonry: !� A. Used the 1935 uniform building code . A. Masonry units. . . . . . .Claybur•n Giant Brick, Grade 1 B. Roof 1 i ve load. . . . . . . . . .2 5 PSF B. 11or tar . . . . . . . . . . . . . .ASTM C-270, type S M .Ep FROFfS 0 C. Wind Zone . . . . . . . . . . . . . . .So 11PH, Exposure B C. Grout strength . . . . .2500 PSI D. Seismic Zone . . . . . . . . . . . .Zone 2 D. Rebar used. . . . . . . . . .ASTM A615, grade 60 E. Horiz . ,joint rein. . .9 gage — _T �,�U si��\GI.Iff-,F l 2. Foundation: F. Rein, bar lap. . . . . . .40 bar diameters NAPEDB'1 A. A soils report prepared by L.R. Squier Associates G. Typical reinforcing unless noted differentl ! i . 621GIC ,,OL' Y, Inc . was used in the design. -#5 vertical bar @ 4'-0"o.c. � B. All footings shall be founded on undisturbed -<2)-05 horizo,ltal bar's 2 7'-4"o.c . _� w/(3) � VEf ��OilEGOLI\�� natural soil or on properly compacted engineered -S' gage joint reinforcing Z 16"o.c. Z_ T1E� fill . H. The typical band beam over openings. in the wall �fXl. HA��'�� L. An allowable soil bearing pressure of 2500 PSF was have (2)-#5 bars for 8" walls. used for the design. 1 . Lap all bond beams where stepped 4'-101" . COL. E3 J. There shall be a minimum of ( 1 )-#4 bar on al l sides , I -41 3. Concrete: of , and adjacent to, every opening which is less A. Strength used. . . . . . . .3000 PSI (.8500 PSI for slabs) than 48" in both directions. Where the opening Is R. Rebar used. . . . . . . . . . . .ASTM A615, r�rade 60 48" or greater in either di rect i Un, a minimum of *5 �EQr BAS B'�O,L• s� a I' C. Slabs and grade beams shatI not have joint=_ in a ( 1 )-#5 bar shall be used; and such, bars shall n f E-- e, X1� E;ei,- horizontal plane. All reinforcement shall be extend not lee than 24" beyond the corner of the 4 CONCRETE SLAB �' GI/LIJr 13t?ILK. �I �� CUL„ w/ (Z)•s ip continuous through all con_.tructior, jc•ints . open Irig. loR�o -WI.4 x WI.4 WWF �C,2OUrED FULL w/ S VE S Bd•�'-S D. Sawn joints in slabs on grade shall be made as soon K. At corners and v.lall inter sec+ Ions, grout the 94 UT 2EIM. coI&`0Z � � f2- ilE5@ ��1'OG as possible without damage to the surface. adjacent cores with a vert. bar and lap the bond �l KEYED FOh,M TO BE �EM0/EG E. Minimum clear concrete protectio-, for reinforr,ement beam steel or provide corder bar_. of equal size . 1 W BEFOEE ADJACENT SLAB IS FOLIZED Y ISULA TIUIJ u:iILJT- - __ _ shal 1 be as fol lows unless floted otherwise: --� 4 GOIJL• 5 Lag II 40D 4nn- - 401 ,_—�. •-- '� �! w1.¢ A wl.� �..✓,F. _ Q GOIJG. 51,AR W� 1 . Concrete placed direct 1 y a - I '� �, e - �. (oK - nJI•� xW I.4 W E p against earth. . . : hes 4, l�,oO 2. Formed surfaces exposed to weather or. earth : - .,._-_ ._... -'^ • „ Z A. #5 bars or smal l er . . . . . . . . . . . . .1 1/2 inches e _ •:. • ;r - -- ._ •—• — -- - 2' GxTEN5100 AL[ B. 06 bars or larger . . . . . . . . . . . . . . . . . es � _ � I �' 101.(X) � AROUND u G .2 inch_ - -�'F�D �FOS CONST-�CTIo�J �UINrS ON•LY� 3. Slabs on grade . . . . . . . . . . . . .center of _lab 7��O,TIO�J JOIur a I3La' -# I KcOL. 1;' G Qol1 TI;D FU LL C2) 5 Go N T 2 >< F. Minimum length of lapped•spl ices shall be as fol low-- 1 _ ' • I II 2UI'C�L�C F'IR� VERTI CAL EAR IN GROUTED CELL - - "-5 x 5� 0" DowE! @ w/(2)- '•5 X 51-¢11 W unless noted. Stagger splices in walls so that no }' CONC(�ETE 5LAB 104 BA f? GO►Jr. L11O-G • two adjacent bars are spliced in the same location -- CORNER BAR x I II U DOu)ELS 63) - unless shown otherwise. Welded wire fabric shall be ___ o — _ -W1 4 Xvvl,4 yVWF �� X -p \9 — BOND BEAM STEEL • ,�, L TI ES 12 OCG• lapped one full mesh at the sides and one full mrsh 3/ K _ + Fr 5AW CUT— FILL WIThi _ GI r { plus 2" at the ends. Make all bars continuous r• # I II `i - USE L SF{APED PIU-`l SELF- LEVELINU 5EALAH�. u around corners or provide Corner bars of equal sl z �— - kyr -$ (tp)- T' �wP• COL, ;3 w/ I w 1 and spat r n.0. — . .w - @ II 11 C.G • 1—_ (37-e'5 x 5'-4" oouEL S/ I Bar size Splice size �f •• ;� - 8 IS _ �s�- hx4� ! #3 1 6" I I�8 � - -� .. (3)-�s}•X 2_I-(o #4 22" L. All dowels from th"oundatIon steal l match size and NOTE. CUTTING S,lOULG �1_(�II (4 10&` O-G• - _ @_ IS�D.G• Q ` #5 27" location of vertical reinforcing in rnasonr;•, unless SAVV CLIT BE PO JE AS SOON AS --- --- - - EALH WAY V ' #6 35" noted differently. Extend dowel a minimum of 30 bar. POSSIBLE AFTER HPRPEUIu� 211 #7 48" diameters. into the foundation. L #8 ,1 M. Vertical expansion 1 p 31-OII 63 P joints sha, l be provided in the G. Provide (2)-#5 bars, one each face, with 2'^0" walls as shown on the elevations. projection on al sides of all openings in concrete. !M W 6 2STRUCTURAL NOTES CONTROL JOINTS FOOTING DETAIL Coo FOOTING DETAIL FOOTING DETAIL � eE. 52.1-1 , 52.2-t ,52.3-I r`E . 52.1-1 ! Q 3 Q Is CrZ Ili cla ,J -I-1 LT-U F IIA.1J E L- 1`6 4'' 7l-�•f3 TO OEi POU r?_c P } M I Q � I - L - - -=- _ =41 _ P2 COAT STEEL WEl US _ (� E' (Z)-COAT5 OF ASPHALT V `'—" EMULsrp�1 _e e U- 604 r. OXeS j V Ln U V00 FOOTING DETAIL j ' 3'4�= II-pn I Lll N EE,. 2.I 1 , S�:.2-I ,52.3-1 C6 ° r r� I rn �M � 0 17--� QIL_ �73�� — ---�L _ J`� _. — _ _- - '— 11-- '1--- 1 II ----- ° --- -- ----- -- 1 ') ---- II ------ - 1 -- I IL 11 ' " - -- - -- -- --- yam- - - '-_ - �- -- -- -- --C _ _ - -- - - - - '� - - - -- I" 13' - t3�ct r3 71't7 l� - G I I I I LII ' . - ---T—•�tLt I II I j,lj I III �^ �52.14A, J� z r+-� f`1 / ��. ;,/ APPROVED U(,TI011 { a" 0 -_ v. - -- - r ED FOR CONST r_� I L L. J L. J�- --- L -� -` J L- -L L .J L - J- -- L� \�\ //r�\\ /Gori CITY OF TIGARDR ry �4 K5><I T S2•I-5 52.2 5 c �- T.v,F = q g,G7 v �r �y / \ \ I PER'i�hlT NO. v _ SITE ADDRESS -2-n z I - ? o� j I II I iM I N C TYP LT YP,> C TYry / \\ �A� BY v a V 1 err \ s; W a o r Z I'- 810 Z Z 0 z M (L a CTYP� \ �% Air N I 1 '52. 1-60A \ Q m It I '1 I II II/ 8�/ r/r/ �\ ^ 41-00)" 71-011 ,X l -o w� � r` a LB)- 5 x 3-lam SII D•�-- � —� � ` •. \ r `/ oa 1 (5)-a'S XCo'-lr"L° 10 0,C. � :� S L II sll�(, 52.1-5) \�, \ PROJECT DATE I I courr�•vt Jo1NTs —� I 1 - - . rib r 8715 9/21 /87 I � - ?� . 52.1- 3 I H ` DRAWN CHECKED 411 6,0PC-I T- 7 SLAF� /wx(o- \ ,�ir \ RH '( /, , FIH• FLS. ELEV. 171•,00 ti�,'1 < o�, r . \� 7,. REVISED \v \\ \ \'52 1-6013 — L_ 41 -Oil y- I.-d x I \ 2 1.7)- a'5 X 31-leu IQ' I I"O•G. ¢ > \ x 5 '-Col'@ IDy21O•G -"----�\ �, `!` � / . ` \ / 73 SHEET TITLE I v \ ^ �•� SHOPS "A" I FOUNDATION PLAN (,15A-Ve THE I.AsT 5'-d Or- 51,A� d0F0UF-;P UNTI I, rHE tITIWTI ES AF-F- F'L-ALL-ED r-T(�, w/(5)-5 I ( I- - - -- -- - - J�! rJr. - -- - - - - --- -� - -• - ��1 - IOYi'OG•E.W. 00 2S K 3 AL --- - - -- --- I 2: 2-� I - - • 1e � II 1101 I - - - - -'-- - - - -- - - - - - - -- --� -N t_ .J —_-- 2U D 1DI I 120�1D ( I CU r n hZD 2D TU.F• °IPjlo7 I2=0 '-o� 1'�20� 2-p L Jj �. �I I SHEET I I I SHOPS A FOUNDATION PLAN \ 52.2 2 C7 I I 1 -- - II II 1 1 1 1 1 4 5 xI FT-61. �_ \ 241' I ( - Zai °I -- ( j `J I I , ' N P-E. ,�. 2.I — I I 1 _t N I stM• s2.1-5- f _. - I --_--_____-�-- 11 1 1 —.— I Iry — •— w II I II I I, 1 II I 1 I II I IIII I- II I- II I II 1 II a 2.0 _o 20 '0 zo-o ® 2� I I 2 1 n 2 I Il �O -0 20 'O �-. 20 � 2o-D O 22- D 3 I II / II I —- ' 1 —_------ 1001- O I — -- - Lr rSONy FoUND�TIc�N RY OtHEeS — - III III III III III 111 111 I 1111 III III I 1111 1111111 111 111 II'lll III III'lll III I 1111 III III I I III III III I I I I I IIII I I I�I 111 11,111 1111'111 1111111 III III III I I , ► � ik61, � i �� .�.��} i � a lb ll i � � ____L__ - L_ _�______� _ - � 1 - NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS N01 JOE, IT IS WE TO 11 DRAWING. 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