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7250 SW DURHAM ROAD-1 N 89d44'50" E KEYNC►TES - --- — — � I � --- — 13 LOT LINE ADJUSTMEN-i 424.95'BY OWNER --- - 1. CONCRE F-z SIDEWALK, SLOPE TO ASPHALT -_ J I F.N. 2. HANDICA? SYMBOL - SEE DETAIL 6/SD2 i- 3. HANDIC A? SIGN - SEE DETAIL 7/SD2 -- ----� 4. 6" EXTRI)DED CONCRETE CURB, TAPER AT WALK 5. 4" WHITE: PAINT STRIPES TYPICAL. __ ___ -- -- --- ---- - - - 6. METAL ;TAiR AND LANDING - SEE 2/A6 O ! ; FUTURE STOREFRONT OR DRIVE IN DOORS o ------ 7. DOWNSPOUT TYPICAL 6" x 6" uJ F" YI YL YL YL 5D2 5 • 8. NIKE PARKIN.: -- SEE DETAIL 4/SD2 m J9. TRASH DUMF":TERS TO BE LOCATED tNS!DE OF BUILDING Q UPON OCCLIVANC" 3 I 10. NEW 40'--0" DRIVEWAY PEI' CITY S-fANDARDS �1 w 4 v I 11. NEW SIDEWALK PER CITY SIDS. ✓ z 2 42.0' 12, PARAPET WALL., 6 1/2" CONCRETE ON PROPERTY LINE • w - -- ---- - I - I I 13. CONCRETE FILL END OF LANDSCAPED AREA VERIFY F-- � 25.0' 26.0' W 4 1 0 LOCATION W/ OWNER 7 a cn rn SD2 s "' 11 14. ELECTRICAL TRANSFORMER ON CONCRETE PAD Z — SD2 0- "o YL PROPOSED BUILDING #165 -_ ___ LEGEND Z 'O^ w Q�Wy o �� I10.0' - 24.0' -- 16 0' 10.0' v ` m o phi 33,000 SQ. FT. V-- N CONST. a __-- _ YL YARD SIGHT Y (n 3Vi t FULLY SPRINKLEREDCI I Q Q o�^ 24' CLEAR HEIGHT z �, � °� aoa1-1 ' YL a o N GENERAL NOTES o Z A. PROPOSED CONSTRUCTION OF (2) TILT-UP, SLAB ON GRADE, 3 WOOD FRAME ROOF, SPRINKLERED, 24'-0" CLEAR BUILDINGS �yJ o I N } AND RELATED SITE WORK. �. a YL Ln r z o I °' , B. OCCUPANCY BY SEPARATE PERMIT, ANTICIPATED TO BE B-2. W 4 zD9 EIEC. M ^ ` r / - _ RM. 300' /// //- /�� �C�/ = C -- ��' YL 0G _�L G --�L - -- - C U L DOCK-HIGH Y G G G G ra4..'a OFFICE W 46 2 Ai . . . . • . . . . . . . . . . I� L_ 14 16.0' - M O CC, ;.: l � . Q —TYP. Ob11•. N3 15 Nqi AN APPROVAL OF V I — —— ( � g31QhI3 V w SES o W Al; o; Q E LETTER. . . 1 0 Ln o i Ar• — a 0) _-- of TIGARo � rApproved......... .... ............................................ ( 1: 13 Conditionally Approved .......................................� 4 For only the:inr ^c do n p PERMIT N4 _ `��-- �--•- Iri 10 See hater to:FnPow ............... N Attach..................... . . t I U Z7 Q Job •_77���--��-lhL.�� Q .... N 89d44'30" B Date:2.i�44�E'" 4' 120.00' — — + S02 - - --- 13 9/&� Ila I CITY F TI YARD - Approved.......................... ..... ..... . .... Conditionally Approvod..... Far only the ,nr � c�f rf d- _ F.H. PEAiViIT NO. ��_�iY1 (6 ( � See totter to:Follow I V `J DOCK-HIGH _ — :............................... ... ....... �, At•,^ch. I ): YL G G - G G - 3 L G YL YL YL 57. Job Z `�' LR C 'i<� 5(_) ?4.0' 16.0' 10.0 gy;\`r - -- ----- D�'� ��- Q - - z d 4 &_�---- � cry PROPOSED BUILDING #166 -- ,1 N 89d13'14" E 35, 750 SQ. FT. V—N CONST. 0 48.38' FULLY SPRINKLERED z 24' CLEAR HEIGHT L , \ 04 r O I;.,,r.T Z 2IDS:, P. \p �� , \ �fi IRT ^�� 325' —N 89d44'50" E or. 522.02' DATE: 2-7--92 RAWN BY: SITE PLAN -- -- BK/ CAW 1"=20'-0" CHECKED BY: DRW REVISIONS: � SITE CRITERIA TO PORTLAND_ AREA OF WORK _ A�/no _ ``���_ BLDG. ZONE IP -�'" _-INTERS T,4 TEs SITE AREA 177, 508 S. F. CPACIFIC ORPORATE tee[ �- OR MONS CENTER a� PARK II C �/4 BLDG. AREA -- ��, �/ - BUSINESS BLDG. #-165 (1 ) J3, 000 S. F. -- G t I r '" ORE 35GON\\ BLDG. #166 J) , 750 S. F. I ' - PARK I - TOTAL— 58 750 S. F. PROPOSED USE. (SP __CULATIVE) �� [ �,�„�. , LI // 1 11 I C MACKENZIE/44110 4 ASSOCIATES,P C P `� �rw � SE ALL RIGHTS RESERVED 10� OFFICE 6,875 S. F. OREGON ARE w S TMACKENI•IE SA 10 & I.SSOCUTES.Ef'RC M/5 1411,11 BUSINESS C� PACTRUST -� �� — PARK III �/ BUSINESS A)AND ARF- NOT MANNER, EXCE T THREPRO IH 3 0 MANUFACTURING 2 0, 6 2 5 S. F. CEN TER PRIOR IN tTEPFRMISON(IF WITH IHE PRIOR WRITTEN PERMISSION OF M/� 60% WAREHOUSE 41 ,250 S. F. SHEET r PARKINGT_OO TKI A.0 REQUIRED — -. 79 SD1 G PROPOSED 82 LAVICINITY MAP CN LANDSCAPING \ C= N TS I REQUIRED (20%) 35,502. S. F. JOB No. CN PROVIDED (221) 35,244 S. F. -_-_ -.---.____ _- - _ _-- - ----- --- __ -- - -- - -- ----- --- 291502 T 'SU SW DURFIHhi ROAD AS SUBMITTED FOR BLDG PERMIT 2 / 7 /92 1 or R .;. _ y . S � � I I{'I II I II II{I I lT ilT ill(1�1 I�I 1 Ill I�I I I�I Ill 1 Tl Ill I I�III�I II III I—i�l I�I 1I�I 1I�I II�I,I�I I APRIL 23 1994IF THIS DOCUMENT IS LESI - LEGIBLE THAN THIS NOTATION, i �, � � � 4 � ar7E7 ---_--!-_� I _ L _ S _ ' IT 1S DUE '1'O THE QUALITY OF � No.ae -rte^^- THE ORIGINAL DOCUMENT. E Z 13L LS 9Z Z ►Z S tril —T— i 161 Ei Zi tT i 8 9 9 4 10 E Z��i►I����►l►i��►l ►�►i ��li�►�T����l����i��►�����i�l ����i �lil►►► «li►T ��l�ul► ►�,i<<►��� 1� �,������ J l�� ��{�����►��� 141 � J KEYNOTES -^---� LANDSCAPE 1. CONCRETE SIDEWALK, SLOPE TO ASPHALT LOT LINE ADJUSTMENT BY OWNER TO REMAIN - L-- - --- - • RO v i 2. BIKE PARKING OGJ RO i RO ^ RSM --1A_wN 0 - --- - - HC o HC FUTURE STOREFRONT OR DRIVE- IN DOORS SHRO - �/) 1 V) p Z R' /RSM ( �.1J W I 41.0 - o W O 25.0' - 26.0' L Q z U)r• rn l Z F- - VM PROPOSED BUILDING #165 __ _- - - 60.0 - LEGEND z o A 6 W 1 24.0' 16.0' 10. V) m 33, 000 SQ. FT. V--N CONST. ---- - - ----- � RSM U 3 0* � � _ ) RED SUNSET MAPLE 3"0 (,) Q � �;�N FULLY SPr'INKLERED , RSM Q � q�N 24' CLEAR HEIGHT LAM' � � Q0In RED OAK a 2 'Z)RO t1 RSM W HC 't # 1 2:1 SHORE PINE 0 � SP z ELEC. O O OHC HOGAN CEDAR 300' �— ►- O DOCK-HIGH RSM � 0VINE MAPLEVM u Q) V) LLJ 16.0' C, OLD GOLD JUNIPER Z�1 �I N �_��OGJ O M _ m '°�' - Q a ± :.;VT VIBURNAM TOMENTOSA -- o LoZ M ` SM cv QOYEW YEW Q:�� Q � RO RO V) -- YF.yy SHR SHADE TOLERANT RHODODENDRON C 1 ui -- — YEW .d .. -- + o m RO RO / o �RSM VM °p H �'•w•ly SP *'lo �� P VT z EXISTING TREES AND NATURAL PLANTINGS ,• �(y 1. = ��y SHR Q HC J NOTE: ;�i�� n SP DOCK-HIGH 1. PRESERVE AS MANY TREES AND SHRUBS AS POSSIBLE'. `� HC LA RSM ' 57. Q. 2. INFILL DISTURBED ARES WITH VINE MAPLE, OREGON LRd SHR 2g,0' 16.0' 10;0 GRAPE, CEDARS, AND SALAL AS REQUIRED TO �° 0 "NATURALIZE" HILLSIDE. 1 Q I RSM U o V) LAWN 0 PROPOSED BUILDING #166 SHR z Q J 3511 / 50 SQ. FT. V--N CONST. SM �- - o C FULLY SPRINKLEREG Z � 2.4' CLEAR HEIGHT _ \ CJ I HC RSM A•r, RO LAWN OGJ 325' J SP SM DAI LANDSCAPE PLAN __-_�-_ _-- _ DRAWN BY: CHECKED BY: REVISIONS: SITE CRITERIA -, ��` ..AREA of WORK BLDG. ZONE IP TO PORTLAND RD fNTlER^ --__--- SI TE AREA 177, 508 S. F. PACIFIC REGON BLDG. AREA CORPORATE E3USINESS CENTER �1—� PARK II BLDG. 165 (I) 33, 000 S. F. I° ` dSALEM f i } EtJ OREGON BUSINESS USIN SSBLDG. #166 (J) 351750 S. F. '° PARK - TOTAL 6B, 750 \ � (1 , 68, 750 S.F. kk. PROPOSED USE: SPECULA TI VE oil 1 FAACKENZ7EfSAITG k ASS(X.IAIES,P- 10� OFFICE -- -- 6,8 / 5 F. p� 1 II I 1681, ALL RIGHTS RESERVED sp^' � 'f �` ����° 1 I BUS N�SS / FAC TRUST THESE DRAWINGS ME THE PROPERTY OF MACKENZIE(W. O k ASSOCIATES. PC M 5 PARK III �j BUSINESS AL AND ARE NOT TO BE USED OR REPO ^ ---- 'r:;. T D GED IN ANY MANNER, EXCEPT WWIITH THE 3 U M A N U F A TU R I N G 20, 625 S. F. _ _ �j, CENTER PRIOR WRITTEN PERMISSION OF M,SA __�— -- 60% WAREHOUSE 41 ,250 S. F. - —�. � \`� _ ' SHEET :.n:: -�" tU IC I^k II PARKING E _ REQUIRED --- — - 79 L 66 PROPOSED 79 LANDSCAPING - ( VICINITY MAP \= NTS OF 1 REQUIRED (20%) 35,502 S. F. JO© NO. Q PROVIDED (22%) 39,24-4 S.F. ---- -- - - - - - -- - - - -- 291502 0 SW Dtim-iAM Ezopv 2 OF 8 AS SUBMITTED FOR BLDG PERMIT 2/ 7/92 LEGIBLFTHAN IFIIS t I I II III I III I�I�I�I III I I�I IIII�II I-II I III VI1II APRIL 23 994 , �IF THIS DOCUMENT IS LESS r , IIIIIII IIIC1 -- F Y 0 IT IS DUE TO THE QUALITY O'i , TIFE ORIGINAL DOCUMENT. - - (,,,E,,,,II,,,►L,,,,„B►►L,,,,i„L,TL„i,,8,,Z,,,,�„►„Z, F31111-1-1-1c, Z,,, ,,iO[zlil-111116u I 11811 I Li 9i 4I,�i�,6,,II�,�i►►fi►,�i,�„i, Zi 1Ii 1 8�«<!i<i�l9«—� 9 TI� 1' S Z i71Y11F1 KEYNOTES 1. 9' x 10' OHD DRIVE-IN TYPICAL O NORTH ELEVATION 2. 12' x 14' OHD DRIVE-1N --- 3. 3' x 7' HM DOOR 4. 8"0 STANDARD STEEL PIPE COLUMN TYPICAL 5. ANODIZED ALUMINUM STOREFRONT 6. ANODIZED ALUMINUM WINDOWS 7. 9' x 10' OHD DOCK-HIGH TYPICAL ,1 B. 6"4 DOWNSPOUT TYPICAL O 4 U 5 6 7 8 1 0 1 1 1 3 9. METAL STAIR AND LANDING F-- „ 10. 2 112" x 18" GLU-LAM PURLINS (20FV3, C = 1/2") WITH SIMPSON 12 BAYS AT 25'-0" -�_ _ = 300'-0' HWU2618 HANGERS EACH END TYPICAL 11. 2 x 6 SUBPURLINS AT 2'--0" O.C. WITH SIMPSON F26N HANGERS a EACH END TYPICAL, 3 x 6 .SUBPURLINS W/ F36 AT PANEL EDGES -- SEE NAILING AND STRAPING PLAN FOR LOCATION Z �. 12. 19/32" PLYWOOD ROOF SHEATHING 16/32 INT. W/ EXT. GLUE W SEE NAILING PLAN }` N I 12 13 / 3,_2„ 13. B.U. ROOFING L d Q Z N j A5 A. I 3'-2" 18'-8" 1 18'-8" 15. 2'x06 X 2'-0" BLOCKOUT3TYPICAI_B. A7 4'-0' O.C. N z1� ZZ 16 ; 17 4 2 7 10 TYP. TYP. ? N a o O T yP, 16. 4'-0" CONCRETE FILLER STRIP O • 6 0 15 A5 A5 j A4 A5 A5 A5 I w 0 17. 5" CONCRETE SLAB, WITH X14 AT 18" O.C. EACH WAY I+� <�r` A5 8 1 TYP. SIM. 24 1 WITHIN 10'- 0" OF O.S. WALL Y m Lo A TYP. r — -- — OA — _ — — — — - — — — — — — — — — L— — 01 `A — N 18. CONTROL JOINT TYPICAL O GRD ONES - SE DETAIL 9/A5 0 3 z `- _- - - - 6 ----- I E f r �_ M 19. CONSTRUCTION JOINT TYPICAL SEE DETAIL 9/A5 V vi N 20. SIMPSON ST6215 STRAP AT EACH PANEL JOINT AT EAST AND WEST = j WALL TYPICAL, � TO Q �p I I I I I i I I I A4 1 21. 4"0 C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE W) 20 I I 9 I aI I I I YL 1._ `V O1 °D 22. CONCRETE TRANSFORMER PAD, VERIFY SIZE W/ UTILITY N ( I A5 / 5 23. FUTURE SANITARY SEWER LINE C ( -• --r - X N -- - - - - - - ,- - - - - - - - - - - - __ - - - - - - - - _ - - - - - - - - - - - - - - - I - N 24. TS 8 x 6 x 3/16 REMOVABLE MULLION TYP. - SEE DETAIL 16/A5 (Y - - -k 17 SOI p1 1 21 bi 01 61 Q1 — ♦ / ^ - M LTJ U 1 M U D U p MI�� WCI 1 Z r^ WAl YLk I 00in -0 19 Q I co 6 cD O 4 a 6 I I 1 1 1 13 Q� A6 __a 4 _1 I 36'-0" 40'-0" ZONE 40'-0" 36'--0" O L - ! - - - -- - - - - - - _ _ _ - - - - - - -- — a; - I I H1 H3 p H2 H1 W CLQ c -tw-w-�-� i`!www s w e w wtc w i-a s-tf a w w e w w c -�o w >>w n-.-w w-c c _ _ I N I fl l B G - I - - 7c) - - - - - - - - - - - 7 - - - - - - - - - - ♦ _��+�s-ta tw �t+•-f w i w_w wr.a .�w �. L� =w :c wr - - - - -! - - '4L- I A �� ILI �� - - - - b O - 1 - o ° I I I 111 2 Q C C -T-,-��-L - 3 I m (D L- 1I 1 M o A4 --I. _ I +. .. --- -- - - E \ \ E `rn •� N 9rr M Q O O O O I' O > I I 20 N / J F— I II o 0 0 0 o c� j o0 o ' I 1 . 0 xxx 6 I I 23 ': v A6 0 0 - / 1 M I _ - M I A5 1 m ' xx YL I I Ivv 6 � � ••- - ! , M I s 7 Z5 �i I A5 I I I I I I A5 C 14 I - 14 c - - - --� �=_ - - - - _ - - - - - - - - - - - -- - - - �- - - - - - - _ - - - - - _°°- - - - _ - - _- - - = -- � m F. J NAILING AND STRAFING PLAN B A 13 10 O OB 10 2 8 q 24 8 11 12 13 5 H. PLYWOOD NAILING TYPICAL 9 - - 2 A5 A5 1.) 10d ® 4" O.C. ® PERIMETER OF BUILDING 4 2.) 10d O 12" O.C. O INTERIOR SUPPORTS A6 A4 B. DOUBLE ROW 10d O 4" O.C. O GLULAM BEAMS Z 22 W/ IN 8'-0" OF O.S. WALL, TYPICAL ALL GLULAM BEAMS C. (2) SIMPSON ST6215 O TOP t O PANEL JOINTS O J GRIDS 1 & 13 � D. SIMPSON S712 O 4'-0" O.C., TOP E 70 SUBPURLIN O ZCL L0 FLOOR/FOUNDATION/ROOF FRAMING FLAN GRIDS A & C - SEE DETAIL 2/A5 J --- E. SIMPSON ST2215 O FOP IL TO PURLINS O GRIDS 1 & 13 4-001, z e- 1/16" = 1'-0" SEE DETAIL 6/A5 O F. SIMPSON ST6236 EACH SIDE ® HINGE CONN. - SEE DETAIL 4/A5 G. SIMPSON SA36 PURLIN TO PURLIN - SEE DETAIL 5 A5 rr ^^ H. PLYWOOD EDGE NAILING AT SUPPORTS BY ZONE : H1 ~ Q V H1 3 x 6 SU13PURI-INS O PLYWOOD EDGES W/ 10d O 3" O.C. O Q ALL EDGES (STAGGER NAILING W/ ADJ. SHEET) O -- H2 2 x 6 SUBPURLINS W/ 10d O 3 1112" O.0 ALL EDGES _j Z (STAGGER NAILING W/ ADJ. SHEET) - -- -_ - E3 2 x 6 SUBPURLINS W/ 10d O 6" O.C. ALL EDGES O CID LL- Om I I ' 12 17 A6 A6 nrT) 9 A6 11 Y16 21 A6 A6 A6 FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH LONG!FUDINAI. TRANSVERSE REMARKS OF 0�1��• REINFORCING REINFORCING ' DATE:: AOL ____ I CONT. 2'-6" 1'-0" (4) #5 WALL j FTG EXTEND REINF. INTO 2-7-92 CORNER FIGS MIN 2'-6" DRAWN BY: O 6'-6" 6'-6" 1'-2" (8) #6 (8) #6 FTG AT INSIDE FACE OF PANEL BK/CAW 14 is CHECKED 13Y: I 13 to A6 A6 DRW I A6 A6 I REVISIONS: I 7 l+ I A4 !{ I I i I I I f I I I I I 1 C MACKENZIE/SAITO k ASSOCIATEC,P�, t 5 20 1991, All RIGHTS RESERVED A6 A6 THESE DRAWING$ E THF PROPERTY OF LµD I /SN100 k ES�EDFS. RE(RUS D CED IN ANY MANNER, ERCEPI W TH THE NRK)R WRITTEN PERMISSION OF -)SA SHEET ENLARGED ENTRY FLAN Al N of: 0 T - 6 1 JOB NO. Q 7:3'o I SSI VURHAM RUt1D 9150 nF 9 _ AS SUBMITTED FOR BLDG PERMIT 2/ 7/92 IF THIS DOCUMENT IS LESS xa fl 111111 III III III IIIIIIIIII III III III 11T TT l E1111fifll II III IIIIIII III 1� II III III I I III III Ii1 III III III III IIIIIIIII'IIIII I III III VII I III III i I I I ' ,� L - T �T�7 c� 1 LEGIBLE THAN TH1S NOTATION, I I 11 I I �7 I 1 3 I � 4IIG - - --- 8 � - 1 1QPF�I� �- �� 19,14 -�` L — — _--_-- ---_-—� IT IS DUE: I TIIE QUALITY OF Y- - - No Bj.•±� - THE ORIGINAL DOCUMENT. - ` £ 11711-1 8LLZ� 9Z Z6Z £ 111171, OZ 8[ 9I jLl---91- 21 4E E[IIIII Zi �8rGII II IIIIIIIII IIIIIIIIIIIIII IIII IIII IIII-1IIII IIII IIII IUI1III11,111 I IIIIIII1IIIIIIIII�IIIIIIIII IIII IIIIIIIII II IIIII�►II► uII�I►►Ililllli�►1I1111u1111lWlllu!lllul lulluull'!1i1 allllllul)Ilu lllllu�llll III II!I IIIIINII KEYNOTES =-1 1. 9' x 10' OHD DOCK--HIGH TYPICAL 2. 12' x 14' OHO DRIVE-IN 1 3. 3' x 7' HM DOOR - - --- J 1 2 < 3 > 5 < h 7 8 9 1 0 1 1 1 2 13 14 4. 9"0 STANDARD STEEL PIPE COLUMN TYPICAL 5. ANODIZED ALUMINUM STOREFRONT z� 13 BAYS AT 25'-0" = 325'-0" 6. ANODIZED ALUMINUM WINDOWS O 6 r - - v-, I I -- -- - --- - - -- 7. 6" x 6" DOWNSPOUT TYPICAL � U W B. METAL STAIR AND LANDING -- SEE DETAIL 2/A6 O 9. FIRE WALL WITH PARAPET g �- 10. 2 1/2" x 18" GLU-LAM PURLINS (20fV3, C = 1/2") WITH SIMPSON i HWU2.618 HANGLRS EACH END TYPICAL 11. 2 x 6 SUBPURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS V Z EACH END TYPICAL, 3 x 6 SUBPURLINS A 1 PANEL EDGES �� `J I I I I I I I I I WITH F36 - SEE NAILING AND STRAPING PLAN t9 W O 16 3'-2" 12. 19/32" PLYWOOD ROOF SHEATHING 16/32 INT. W/ EXT. GLUE Z N rn 7 13 17 2 8 2 10 4 3'-2" 9'-Q 9'-8" 18'-8" 3'-2' SEE fJAlLlNG PLAN w ZQ A5 A5 A5 AS A6 A5 AS A4 ��� r FUTURE OPENING l 13. B.U. ROOFING N 0 Q Z f'3 TYP. TYP. SlM. - y 0 1 22 7 14. 4 x 6 P.T. LEDGER WITH 3/4"0 P.B. AT 4'--0" O.C. XO �✓ /�7A4 = 6 1 /�\ 1 15. 2'-0" X 2'-0" BLOCKOUT TYPICAL W ZWo ' �.JAl I4 16. 4'-0" CONCPETE FILLER STRIPm_- - - - - - - - - - - - - - , - - - - - YL - - -_ - - - - - -- - rn 17. 5" CONCRETE SLAB, WfTH4 AT 18" O.C. EACH N'AY U 3 z - - - - --r - U - - - �- - - � -__- -- W(THIN 10'-0" OF O.S. O ! ; 1 18. CONTROL JOINT TYPICAL ® GRID LINES - SFE DETAIL 9/A5 o I I 16 I I 20 c ro -._- - _ I A4 19. CONSTRUCTION JOINT TYPICAL - SEE 9/A5 u c� o0i cM� YL I 14 12 A5 c 14 I L ( SIM. °pI 20. SIMPSON ST6215 STRAP AT EACH PANEL JOINT Al EAST AND WEST M o'd Q ppU 9 I I A5 , ( I I zo - -__ _ __--- I 5 0o WALLS TYPICAL, R f0 R N 20 I I M A5 - � >_ M I 21. 4"0 C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE �\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - C I - - - - -- - - - I- 22. TS 8 x 6 x 3/16 REMOVABLE MULLION TYPICAL -� p I � � 17 l - T - - � - -_ ��../ b o 0 0 - A 6 6 d - 21 6 - o o �.L.� I 1� cel c) I rel rel 3 SIM �A ►+� z (� �j I I 16 v A5Qo cw I I m 18 1 s --- II — I I w J ff�IOnn I 4'-0; cD 4 5 s " 4 I I U o I o Z a �. t 4 ) A5 A5 A5 T F- - 6 10 1 14 O v �'• A5 A5 54' 0" 42' 0" ZONE 42'-0" 54' 0" [1 _ - �= �r� e o . _� .3 -�-�. - -may I v Ht H2 H3 HZ p H 1 Oo - - - - - - - - - - - - t- - - - L I r 6 10 I I 15 I i - I z^ Q o A5 A5 I - �jr 3 OA n YL II IIIIF I YL - - - �_ V� L(- I I I I I 1 I I I I I I I � I I I I I 2 c c m � :1 L In I ( ` I II 0 1 o ' U o ' 0 , I o ' I I ` I I 2O N F O • o c) - I 14 - d To I I O I o II M m � % I I jl I I I I I — I I I I - I ' I I a U - r L-- - - - - - - - - - — —— — — — — — — — — — -- — — — — — — — — — -- — — — .— — — — — — — — — — - - _ _ ROPER I Y LINE D 2 1 O 14 10 11 12 13 15 A4 A5 A5 A5 NAILING AND STRAPING PLAN A. PLYWOOD NAILING TYPICAL FLOOR/FOUNDATION/ROOF FRAMING PLAN 1.) 10d ® 4" O.C. ® PERIMETER OF BUILDING 2.) 10d ® 12" O.C. ® INTERIOR SUPPORTS Z 1/16" _ 1'-0" B. DOUBLE ROW 10d ® 4" O.C. ® GLULAM BEAMS Z < W/ IN 8'-0" OF O.S. WALL, TYPICAL ALL GLULAM BEAMS C. (2) SIMPSON ST6215 ® TOP ? ® PANEL JOINTS GRIDS 1 & 13 D. SIMPSON ST12 ® 4'-0" O.C., TOP R TO SUBPURLIN ® Q GRIDS A & C - SEE DETAIL 2/A5 J Cp E. SIMPSON ST2215 ® TOP R TO PURLINS ® GRIDS 1 & 13 Z Z �— SEE DETAIL 6/A5 O F. SIMPSON ST6236 EACH SIDE ® HINGE CONN. -- SEE DETAIL 4/A5 G. SIMPSON SA36 PURLIN TO PURLIN - SEE DETAIL 5 A5 H. PLYWOOD EDGE NAILING AT SUPPORIS Bti ZONE : FW1 O Q C, H1 3 x 6 SUBPURLINS ® PLYWOOD EDGES W/ 10d ® 2" O.C. 0 Z ALL. EDGES (STAGGER NAILING W/ ADJ. SHEET) H2 2 x 6 SUBPURLINS W/ 10d ® 3 1/2" O.C. ALL. EDGES Z Q (STAGGER NAILING W/ ADI. SHEET) LA_ :D Lj_ J F13 2 x 6 SUBPURLINS W/ 10d ® 6" O.C. ALL EDGES O O M Dof FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS REINFORCING REINFORCING t - A CONT. 2'--6" 1'-0" (4) #5 WALL q FTG EXCEPT SEF 1/A4, 3/A4 4/A4, 6/A6 4CB CONT. 2'-6" 1'-0" (2) #5 SEE 2/A4 r,,�.fi; L,,'�, ' -• r r. 6'-6" 6'-6" 1'-2" (8) # (8) #6 FTG INSIDE FACIE PANEL OF *NOTE: DATE: EXTEND CONT. REINF. INTO CORNER 2-7-92 FOOTINGS MIN. 2'-6" DRAWN BY: BK/'CAW CHECKED BY: i DRW H EVISIONS: MAOKENZIE/SAITO k ASSOCIATES,P,_ 1991, All RIG ITS RESERVED THESE DRAWIW ARE THE PROPERTY Or MACKENZIE SNTO R ASSOCUTES, PC IlN A) AND AR NOT TO BE USED OR REPRO:' PLICED IN ANY WANNER, EXCEPT WITH 11, PRIOR WRITTEN PERMIS;ION OF M/SA SHEET Esl A ? CJ CV a' OF 6 O JOB NO. CD CJ 291502 CV SW DUPIAAM f-'"'b AS SUBMITTED FOR BLDG PERMIT 2 / 7 /92 IP THIS DOCUMENT IS LESS -T I I I I I I��I I l I l Il l Il Il I l l I l Il 2l l l I l I l l 1l 1i l 1T 1TTriT?��rI II II II I II 1I I I I I I I I III I I J T Ir I I I I I IIII l I I I LI�I II II I I III I 8I I I I I I I I I I I I I I I I I I�'',I'! I 1I I I I I I I I I I 1III I !I I - APRIL ?a 1994 LEGIBI,E THAN THIS NOTATION, 6 IT )UI7OCE 10 ill QIJAi,I'I'Y OF No 7e �, lt`y THE ORIGINAL DOCUMENT. - 8Z LZ 8Z Z ;Z E7. �7Z �IZ OZ 6T 81T LI 8l 4I 6[ EI ZI It �I� T 6 9 I L ' 8 9 6 �1�11 E �Z Tol�u.l A i 1 � - [11t,11-11-111111III IIII 1llll!II IIII IIII IIII IIII !III 1111 IIII IIII IIII�IIIIIIIII IIIIIIIII IIIIIIIII II IlIIIIIIII IIII IIII IIII IIII IIII IIIIIIIIIII I II III IIIltlllllllWllWl IIII�IIIIIIIIItI�lllL:il1a111u��uJ IllImlglbll!1111 IIIIINII 13 KEYNOTES A4 1. 9' x 10' OHD DOCK-HIGH TYPICAL - - 1F D 28 D 27 D 28 D 2S D 24 D _ D 22 _ 21 0 20 D 19 6 D 18 5 0 17 16 2. DOOR ARMOR TYPICAL - SEE DETAIL 3/A4 - -� 00 7 1/4' I ._0.. 7 1/! 7 1/! ` 6 7 1/! 7 t/! 7 1/! 7 1/IC 7 1/! 18 7 1/! 18 7 1/! 7 1/! 1 _p" 7 1/! 3. DOCK BUMPERS TYPICAL T C� /PANEL fi SIM. 4, 5" REPEAL TYPICAL -- SEE WALL SECTIONS SHEET A4 - - - 5. ROGF LINE BEYOND SIM. ' T YL -- 7 7 "YL 7 YL { 7 ) I ,YL 6. CUTTER, 8 x 8 28 \J _ ALIGN W/ FUTURE 7. DOWNSPOUT 6" x 6" SQUARE z 7 c, OPENING TYP. 8. PAINTED CONCRETE TYPICAL O U 19 _ OOR 10. ANODIZED MA1LUM NUM WINDOWS Q U ,l 26 r 12. "HARDITEX" SYSTEM N Iv --- - FIN. FLR. -- - - - 13. ANODIZED ALUMINUM STOREFRONT //) Z --- 4 _ 14. FU-TURF OPENING •�LJ - � FIN. GR. „ I I I I I I I I I I " I I I I I I I I /STEM W TYP 15 9' x 10' O D DRIVE IN TYPICAL W � 1' 0"_ T/SLAB TO H __ - _ T ALL O _ ------ ----- ----------- -------- ------ - ------ ---------- -------- T/FTG. ' -- --- --- ---- ------ - -- --- -- 16. FLASHING Z cV o F 83 2 3 F 82 F 81 F 80 F S9 F S8 17 F 57 F 58 FSS F L'4 F 53 23� F 52 F 51 17. METAL STAIR AND LANDING - SEE DE TAfI_ 2 &, 3 ON A6 W Q z N v 7 VIC 7 1/! 7 1/! 7 1/! 7 1/! 7 I/! 7 1/! 7 f/! 7 1/! 7 1/•� ` 1/! 7 1/! 7 1/! 18. (8) #5 EACH FACE Q r SOUTH ELEVATION 19. (2) #5 FULL WIDTH PANEL AT EDGES OF OPENING AND N U d 9 i 1/16'+i' U" (3) 5 AT PANEL WITHIN 1'-U" ZQ Uo 20. (5) #5 EACH FACE W(A w :z 6 n c F��. 11_ DINGI �� A A c � m � 21. (3) #5 EACH FACE WITHIN 1'-0" o, 22. (2) #5 EACH FACE WITHIN V-0" U '.d 3 1 23. TS 8 x 6 x 3/16 REMOVABLE MULLION -SEE DETAIL 16/A5 U Q vi Z N MIMB 15 71 �0A14 16 A 13 A 32 A 31 C 30 16 C 29 24. GLASS PANEL ABOVE 1N HM FRAME Q20 217 7 1/! 7 1/! 7 1/! 25 7 1/! 7 1/! 7 1/! 7 1/! 25. YARDLIGHT MOUNTED AT PANEL & AT 24'-0" A.F.F. TO TYP. ,�(T/I� 14 T SIM. SIM. - _ 26. 6"0 SLEEVE FOR FIRE SPRINKLER, LOCATE AT MIDDLE OF � a c 0 NN `J YL+'+ � 4 o PANEL (DO NOT CUT VERT. REBAR) #4x2'-0" HORZ. TOP v NII 9 u; ,rr io "YL YL AND BOTTOM OF 6"0 SLEEVE I N■ 2'-6' �I IBM 11 12 --- - _ ^� 27. PARAPET WALL BEYOND In -- -_w�_ Ir�r 28. (2) #5 FULL WIDTH PANEL AT 14'-2" A.F.F. ■r - - -- 11 INTI --- - - _�- I '4 'W no - - c- - _ 1 - - 29. (6) #5, (3) EACH FACE WITHIN 1'-0" OF" OPENING (ALSO AT N ■r ( l NII _ III ar FUTURE OPENINGS) (/ IYr TIN Nrl 1 I I INN c N■ MIN N■ III INN o rlrrlr - I11 1Q Irr �- I it o 30. (2) #5 FULL WIDTH PANEL AT 20'-2" A.F.F. I MM oil r■ 31. #4 AT 10'--0- O.C. VERT. AND AT 12 O.C. HORZ. {{ FIN. FL R. w III Mr - -- __. -----_ I FIN. FLR. T FTG. II - II II I o T FTG. c I-- --II-- -------II---- --__: -- ---- ---------I--- --� u� --- ----- ---- - --- ---- ----- - -- ---- - - ---� O --_- ---- N M c "i F 50 F 49 2 10 F 48 12 F 47 13 12 F 46 0l F 68 F 67 F 68 F 6S F 84 7 1/! 7114. 7 1/! 7 I/! 7 1/! 7 1/! 7 1/! L� EAST ELEVATION WEST ELEVATION z^ �� o BUILDING #165 1/1s"=1'-0" BUILDING #165 1/16"=1'-0" �`� (;- ' 1 3 1 TYPICAL PANEL REINFORCING � � ..� A4 A4 A. (2) #5 AT ALL PANEL EDGES v A 12 1b A 11 D 10 D 9 D B D 7 D 6 D 5 0 5 16 D 3 A 2 A l B. #4 AT 12" U.C. EACH WAY AT CENTERLINE OF PANEL r" 7 1/! 7 1/! 7 1/! 7 1/! SIM. 7 1/! 7 1/! 7 t/! 7 1/! 7 t/! 7 1/! 7 1/! 7 t/! C. (2) #5 AROUND ALL OPENINGS, EXTEND 2'-0" BEYOND F` zzttz T� - OPENING TYPICAL UNLESS NOTED � l� lip D. AT PANEL 4 0 18 14 C3YL I YL "YL 8 YL 1.; (4) #6 AT TOP AND BOTTOM 0 (r� 2.) #4 AT 12" O.C. E.W. AT lL-� 12xBOB 29 2 15 25 23 3.) EXTEND AND HOOK #4 1'-0" ALL EDGES INTO I FOOTING/SCAR AND PILASTER TYPICALco � N = ■ ■■■ - 4.) (2) #5 AT VERT. EDGES • o -- - -- -- - -- _.._ - 14 E A PANEL "G" �.. �_�II I- - --- -- -- - A6 TYP• - 1.)A(2) #5 AT ALL PANEL 1EDGES CLEAR TO O.S. FACE m - --- - - - -- �_ _ T -_ -JI -- --- - - - .,. --__ __ 2.) #5 AT 8" O.C. VERT 1/2" -- --- I-- -- - - - -----I ------- -- �- - ----- - - -I ------•----- I------------1 ----------- ----------- ---- 11 --- T ---- T/FTG. I II II _ II - II II 11 II II II II II -- c-- ------ ------------ ----- ------ ----------- ----------- ------------- ---------- ------------ ----------- ----------- ------ -- -- --------- -- B WITH 4'-0HOOK INTO SLAB AND 2'-0 HOOK - _� A6 INTO FOOTING � ` 15 TYT. ® CORNER 3.) #4 AT 12" O.C. HORZ., EXTEND 12" INTO PILASTER of F45 F44 F43 F42 F 41 F40 F' 39 F38 F37 F36 F35 F34 F3.i `f 7 1/! 7 I/! 7 1/! 7 1/! 7 1/! 7 1/x' 7 1/! 7 f/! 7 1/! 7 1/! 7 1/! 7 1/! 7 t/! AT ENDS NORTH ELEVATION z V) 0 BUILDING #165 '/16 ''-°" O z �-= 0U Q !- � 8d 2 ww �/_N A4 '114 W () zz., = E 30 E 29 5 ME2 t 6 E 27 E 26 �E 25 E 24 E 23 E 22 E 21 E 20 E 19 E x18 a 1/r a 1/r '111110-I a 1/r a 1/r a 1/r a 1/r a 1/r • 1/r • 1,1� (Z _ N T/E _ _ _ TBEAM --- - -_ _ _ - - -- - -_-- - -- -------- - - - - - - ----- - - - - ----- - - - - - - - _ _ - - - - --� - - - - -s.. - - - - J II it II II II II J II II LLj LLJ z � ,i 8 11 22 11 Q II I: M II II II B� II XMCLW 31 -- nal II II II -1'-0" T SLAB TO J FIN. FLR.- ii ii _ -T/STEM WALT_ TYP. ZD tt N, I II II II - II II II I II II 11 - II II I m +I:I T FTG. ----- ----------- ----•--------- ----------- --------•---- ----------- - --- --- etr etr etr e1r etr e91ir e1 ! =�j G 67 G 86 G 65 - C 84 G 63 G 62 G 61 G 39 &58 54 .�Il/ / / / / / a 1/r • 1/2' a 1/r tij SOUTH ELEVATION DEW. BUILDING #16F 1/16"=1'-n° ,_'! 1 C ' c A A c �'1�PQRT PRO�ERT`r' LINE-- C 17 A4 9 18 16 A 1S A'4 A 14 A 34 M114- n114" 16 C 31 PROPERTY LINE O, cv T (L' 7 1/! 7 1/! 7 1/! 7 1/J 25 7 1/f 7 1/! DATE: C / -- -L / SIM. SIM. _,- ---- -- - 2-- 7-92 T BEAM _ __ _- - - _ _ .� DRAWN BY: YL 14 (L 4 co 8 _ s z4 11 12 -- -� BKS/CAW `O j� 14 CHECKED BY: � 00 D R W N REVISI°NS: - = I 7 I ----- O ^ FIN, F R. A6 TYP T FTG I II II II II I II I II o A6 r� I TYP. 0 CORNF-R \ - -_--- --- - - _--- ---- ------ --- ------=- - -- - --- --_--------- - "' ►'n =o a �I F S3 F 52 2 10 F 51 12 FSO 13 12 F 49 1 ,1 F 72 F 71 F 70 F 89 F 88 71/., 1/i 7 1/! ) 1/! 7 1/! 7 1/! ^ 7 1/! 7114 7 1/! EAST ELEVATION WEST ELEVATION BUILDING #166 1/1s"=1'-0' 3UII_DlNG #-166A 13 A 12 14 4 1 16 21 7 1/! 5 7 1/! 7D 1/! 111 D �� - 27 D f�! A4 D t/! 7D 1/! 7D 1/! 7D 1/! 7 1/! 25 7D 1/! / 6 7D 1/! 5 7 t/1 16 `bo � I ,• �' SIM. p ,,{.7C / MACKENZIE/SAITO III ASSOCIATES,P.0 ' T/FL' ._ I _ -_ _ -.._ _ _ 1991, ALL RIGHTS RESERVED THESC DRAWINGS ARE TNF PROPERTY OF -- ---- -- - MAC.:CNJ.IE SNTO At ASSOCIATES,PC M S 0 CED IN ANY MANHER,EXCEPT VIITH THE PRIOR WRIT/TEN PFRMISSION OF M/SA( / nYL 7 7 7 YL J 7\ YL IU ANO ARE NOT TO BF USED ' REPNO- -- 4 8 In Q, �' ' r SHEET - -- - OD io N N 04 --- In -- - r - -- A3 - --i!-�- -----``` ---- ---- -- �I - _--- --II--- ------ -II-- ------• I�--- ------_= II - ------- II--- &40 ------__ -- WF .3=7 -- •F 48 F 47 F 48 F 45 F 44 F 43 F 42 C� F 41F 39F 38 OF 6 7 1/! 7 1/! L� 1/! 7 1/! 7 1/! 7 1/! 7 1/! `./ 7 1/! 7 1/! 7 1/! 1/! O. NORTH ELEVATION _ °e N 0 BUILDING #166 291502 Q 7.:i5o 514 DIJRHAM RDE Ib --_-_-- '=1 nf` 8 AS SUBMITTED FOR BLDG PERMIT 2/ 7 /92 -...........•«....+r+rrwr•, � M»» »•..,.,.. .m, ~,. -,....,...«,rp.r.w....<.w.w +..... _~ »~ • ° � IF THIS DOCUMENT IS GESS rdA "111 I I I �I I I III III'11. III I I I III III Ili II 1111 1 IT III III III III III I I II11f 11.1. I I III V I I I LI III III IIIIIII IIIIIII IIIIIII I 111111'I IIf,I I I'I I I I I I I I•i�I11I I IIIIIII VIII I - APRIL 2i3 0 l r LEGIBLE THAN THIS NOTATION. 16 17 I I $ 1994 I I IT IS DUE TO THE QUALITY OF ---. _ - _ �_.. `J-_ . ____._.- `-- - - --� -�- NO.0 I 1 i 4 1!!.3Rst.. • THE ORIGINAL DOCUMENT, r - �t1:1 � tz,1111111�1111191 Z Zt+�1111liIl EZ Z IZ 09 8I 9I Li 9i Si[ 1 i I'I Zi Ii I i F IL 0 I 9 I 1` S Zit ,IIIIIIIiIIIIIIIIIII IlllllllIIIIIIIII IIIIIIIIIIIIIIIIIIII IIII IIII IIII IIIIIIIIIIiIII IIII IIII IIII IIII IIII IIILIIIIIII IIII Illlilllllllll IIIIIIIII IlUlllil Illllu it,,] t,, l�al�llll�ullillll Illllll 'llllllll Ullll 111llll�llll III IIIIIII!IINIII .... .__._._.._ _._.__-._---__.._ .____ KEYNOTES 1. FLASHING 2. BU ROOF ON 19/32" PLYWOOD INT. W/ EXT. GLUE 3. 4 x 8 P.T. TOP E W/ 3/4"0 A.B. AT 4'--0" U.C. 2 12 30 4. 2 x 6 SUBPURLIN TYPICAL UNLESS NOTED r 3 2 PROPERTY -(6 �' A5 5. R--19 BATT 1NSULATION TYPICAL LINE 1,. o�,F 29 T/PLATE - - - _ _ T LATE T PLATE 6 Ap0# ONA WAY TYPICAL - _ CONCRETE PANEL WITH 1? 0 C EACH SEE- SHEET A3 FOR L REINFORCING -101 - i i , - S�2S� �t S SSISI in 7. 5" x 3/4" REVEAL ] ' I ' �0 8 8. 6" 20 GA. METAL STUD AT 2'-0" O.C. I'_ �3 (n 9. L5 x 3 x 1/4 x 4" AT 4'-0" O.C. WITH 3/4"0 P.B. TO CONRETE • p io 1 PANEL AND (3) #10 TEK SCREWS TO SFUD Q a- 0 �04 5 Z w 5 } i 10. "HARDITEX" SYSTEM 1 17 2 / 1 ��� 11. ANODIZED ALUMINUM WINDOW SYSTEM WITH 1" INSULATED GLASS 4 1 I 26 12. EDGE OF CONCRETE PANEL BEYOND V) z ^ J v }- 2D 13. METAL BACK FLASHING •1 TIBEAM - 1 - I 1 112" f _`^� 14. 5" CONCRETE SLAB W/ #4 ® 18" U.C. EACH WAY CONTINUOUS 0 W O WITHIN 10'-0" OF OUTSIDE WALL w Q z -r- W, �' I e l _) l (_ - `J I _ I 15. FOOTING - SEE FOUNDATION PLAN FOR SIZE AND REINFORCING •�. L r w) 14 ,� _ -- v - _- ` 16. 2 x 8 P.T. TOP R WITH 16d ® 12 O.C. - SEE 1/A5 V 4 h A5 5 18 ;3 17. FIBER CANT STRIP O OU 18. GL. BM SEE ROOF FRAMING PLAN FOR SIZE f ^ x w 19. 20. (2) SIDE E'S 5/16" x 6 1/2" x (BEAM DEPTH -1") WITH (2) 3/4"0 M.B., ( I mO� 20 I t 1/2" I TOP HOLE WITH 1 1/2" VERTICAL SL07 Q Z N 21. (2) #5 CONT. AT FUTURE OPENINGS T 0�� 22. EMBED "A" AT EACH END, EACH PANEL - SEE DETAIL 11/A5 V o, M L 23. SHIM AND GROUT SOLID C� < o ACH WAY W1 \ 7 I' ?1 I 18 I I 24. CONCRETE HOOK ®FOUNDATION TG &1PILASTER NI SEE SHEET A3 OREADDI ZONAL REINF. ( 33 1/ I I NOTE: ALT. DIRECTION AT FOOTING J 25. #4 AT 10" O.C. VERT. AND AT 12" O.C. HORIZ. 26. 2 1/2" x 18" GLULAM PURLIN W/ SIMP. HWU2.618 HANGER EACH END TYF' w - 27. 12' x 14' OHD 28. DOUR ARMOR - 1/8" BENT FL WITH #3 x 1'-0" AT 1'-0" O.C. Z w •I 29. 8 x 8 G.I. GUTTER WITH 6" x 6" DOWNSPOUT 30. BIRD SCREEN �-- 7 1/4 31. (3) #5 AT q WITHIN V-0" U 7 t/q„ I 25 1 6 r 32. (3) #5 E.F. CONT. WITHIN I'-0" OF OPENING (ALSO AT ol O z FUTURE OPENINGS) V) a 1 1 I ( 33. BEARING E 7/8" x 6 7/8" x 6 1/2" 86 O � Q,a ,1 I I 1 34. TOOL INSIDE PANEL EDGE TYPICAL W CD � •1 -� 35. 9' x 10' OHD W I I 31 1 36. SILL L3 x 3 x 3/16 x CONTINUOUS WITH #5 x 1'-0" 9" �3" L� O a 24' AT 1'--0" O.C. - -c? I 1 314'' 37. #4 DOWELS AT 2'-0" U.C. 24" I 1 39 • 1 ; FUTURE CUT LINE 21 38. 6" FREE-DRAINING GRANULAR MA ERIAL M (D -� L Al --- ��- FOR 14' OHD 39. 3/4" CHAMFER 0 40. EMBED "B" AT EACH END, EACH PANEL & ® 4'-0" O.C. - SEE DTL. 11/A5 Z4tZ �� cp `v 7 I 34 J "J 41 TRACK TO14 GA. PSTUDCCOP E&TTOM BENDTRACK STUD AS REQ'p10 TEK SCREWS, \ ` 42. 14 GA. TRACT' D a -"" ?2 1 °„� 1 43. 6" 20 GA. STUDS ® 2'-0" O.C. 0 RECESSED ENTRY W/ EXT. 1 I I 1 5/8" GYP. SOFFIT �-- `� < �- e.1 1 N to o 44, RECESSED ENTRY SEE PLAN FOR LOCATION \ ; 1 I 45. BULKHEAD RETURN ® RECESSED ENTRIES UP .3'-0" Q •� Q - `� I 46. 6" 20 GA. STUDS ® 4'--0" O.C. CONN. TO (BOLTED VERT. STUD) W/ (2) 1 9 J 27 1 �-- 31 #10 TEK SCREEWS ® EACH END m I _. _-_-_ _._ 47. EXTEND DOOR ARMOR 7.0 ALIGN W/ BOTTOM EDGE OF SILL ANGLE, of i, 8 w J o r TYPICAL AT ALL DOCK-HIGH DOORS - SEE DETAIL 23/A6 I r 48. (4) #6 TOP 1k BOTTOM I CLR. I CLi \� 32 12 -.6 1 2" 49. #5 AT 8" O.C. 48" \ \ N o 50. (2) #5 TOE' AND BOTTOM 6 1/2" � --- � I � 51. AT 12" O.C. HORIZ.T. WITH 2'-0" HOOK AT FOOTING #4 52. L2" x2" x1/4" x3" 43 " I 53. #4 AT 2'-0" O.C. 24" Z �� 12" o I I I a 39 i 41 ,\\ \ J I I 53. #4 AT 2'-0" O.C. 24"4.12" � 1 V W V) A6 - --_- `-- -- --- I 3A DOOR ARMOR 35 12" J A4 11 I ------4,-I - ---�„^-- I o II ^ 12 1 16 p 3A I I 1 28 A6 - I A4 ry I I I i •1 `C Al � I I � I 1 0 28 I of 3A NOTE: TOOLED .'DINT 1/2" DEEP A4 I ACROSS FULL WIDTH OF PANEL � 1 I �� 22 I FILL W/ SEALANT (FUTURE 48 ,` 14 11 � 37 14 I i FLASHING AT STOREFRONT) n t 21 I 19 14 1 i t 14 F OF. 0%-�\ 1 I 39 19 A6 N 1 1 47 IN D.A'T E: FIN. FLR. I FIN. FLR. N S2 FIN. FLR. \ I FIN. 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STEM WALL PANELS SHEET WALL SECTION _ z WALL SECTION _3 WALL SECTION a WALL SECTION A A1' STOREFRONT 3/4"=1'-0" 3 4 AT BUILDING #166 3/4"-1'-0" 3 A4 AT DRIVE--IN DOOR 374"=1'-0" 3 ,44 AT DOCK-HIGH DOOR 3/4"=1'-O" A 4 OF (� JOB NO. 291502 9W DUP OM ROAD 6 OF AS SUBMITTED FOR BLDG PERMIT 2/ 7/92 T.3 W - I IF THIS DOCUMENT LS LESS '1 III I I III I I III I I I I'I t I III I I III l�11 ITiTirT11 1 III-1 1 1111 I I III 11Tsf fi I I I I III ( I I I^III III 1 I III III I I I I I I I I I III III IIIIIcl , III 1I I I f l l I I I I I I I 1' III ' I I I I '► I I I I I I I I II APRIL 20 1994 LECIe1.E THAN THIS No'rAT�'oNt I 1 2 3 5 __- -- --_ 101--- - I IT IS DUE TO THE QUALITN OF --'"�` - No as 0•-ffMA; mr, ORIGINAL DOCUMENT. - I,, - FIll TTi�lZ6�9� I T Zlo�z8[ 1T1111 L9�i 'il 61l Er ZT Tt(III► (IIIIIIII II„ II, I, 1 ,1111►111 N111,11111 ,1►N111►1,1► I lullllll 111111111►I IIIII,,,111111111IIIII11 lII111111111111 11111111111111111111111111 Illllllll II 1llLllllllll«< u«I��«, ►Illl�llll ll►l,ll�l I IIINIII SLUFF 1" -- -P.V 2 x 6 W/ 16d O 12" O.C. -�_ � CAST IN CONCRETE ---- ----PLYWOOD SHEATHING � ---B.U. ROOF ON PLYWOOD SHEATHING �----B.U. ROOFING OVER PLYWOOD v' - G.I. METAL FLASHING -`---�- `-'-SlMPSON STI% Al 4'-0" O.C. �- SUBPURLIN TO 70P PLATE �-- OVER —BUILT l.IP1 ROOF PLYWOOD GL. BM. SLOPE SEAT AS / -- S!MPSON SA36 ACROSS - - -- -- (1/2 NAILS IV SUBPURLIN -- -f - " -- _-- -- REQUIRED OR SHIM TO ---B.U. ROOF ON PLYWOOD GL BM. WHERE NOTED ON -CANT 1/2 NAILS IN TOP PLATE) I ASSURE FULL, FIRM BEAMING NAILING AND STRAPPING PLAN _ 1'-0" WIDE INVERTED CAP - -—4 x TOP PLATE P.T. AT BEAM SEAT �i lZ SHEET OVER ALL EXPOSED STRAPS WIFH 3/4"0 A.B. 1 1/2" _-- FURLIN - SEE FRAMING PLAN SIMPSON LTT19 AT 6'-0" - --O.C. WITH 3/4"0 F.B. - - y - -R 1/4" x .''-6" x 8 1/2" - _ SIMPSON _7 FOR SIZE AN HANGER - _ � N HC7 r' WITH (4) 3/4" DIAMETER M.6. i UNLESS NOTED ON WITH SPECIAL 1N.,PECTJUN I GUTTER 8 x 8 ,/ DRAWINGS / �.! W z a F • • II �O - - - Q 0 it -R-19 INSULATION 7BASE � R 8' x V-6" , —SIMPSON ST6236 EA. SIDE e � I o �! � !! 1/4x 6 7/8 I '----SIMPSON VB BRACE AT PURLIN /^ SIMPSON F26 EACH END I I _ LINE A7 COLUMN AND CANTILEVER r-- - I OF SUBPURLIN I I -8" fiIAMETER STEEL PI°E I PURLIN, SIZE AS REQUIRED � CONCRETE PANEL 5116VI I /- CC�UMN - -- _ - - - FOR GL. BM. lata N GL. BM. SEE ROOF r - 2 x 6 SUBPU 21_!N FRAMING PLAN FOR SIZE --- '"- Z I- R-19 INSULATION DAP 70r OF BEAM AS f � a Iy. I NECESSARY TO ACCOMODATE N v d o 10 0 6"0 D.S. HINGE CONN,-.0 FOR ---P.7. 4 x 6 LEDGER U ^ W p WITH ?/4" DIAMETER P.B. _ - __ �", v�/�I m in �- - AT 4'-0" O. C. Y V UQ � V, C4 Q io Q 3N STRAP AT SUBPURLIN/WALL CONN. 2 SUBPURLIN CONN. AT TCP PLATE 3 TYPICAL COLUM�J CAP _ a HINGE CONNECTION 5 PURLIN TO PURLIN CONNECTION " � Q60)11-1 A5 - A5 1 1/2'=1'-0" A5 — 3/4"=1'-0" A 3/4"=1'-0" A 3/4 -1 0 1 I/2 -1 0' 4 - CENTERLINE OF FTG. -------- --- --STOP REINFORCING EACH SIDE /,N EU EQ OF JOINT. EXCEPT AT of -----COLUMN BLOCKOUT FILLER STRIP, EXTEND �..� ------ PLYWOOD SHEATHING 2'-0" x 2'-0" 18" BEYOND JOINT ---_,----CONCRETE WALL PANEL W AG B"0 S FD. STEEL COLUMN ----"---� SIMPSON ST2215 STRAP 70 --CONST. JOINT O TOP OF WALL --- 5" CONCRETE SLAB PUR(112 N AT 8'-0" O.C. LN�1QE STEEL BASE PLATE W/ WITH #4 O 18" O.C. E.W. Lj (1/2 NAILS TO TOP PLATE ___ __ __ -CONCRETE SLAB WITH 8" 6" :N 1/2 NAILS TO PURLIN) p -- \ FIN. FLR. 4 O .8" O.C. EACH WAY l EXPANSION ANCHORS N WITHIN 10' OF OUTSIDE WALL U NCfE: 1'-0" WIDE INVERTED -- --�- '- --- _ - - R 3/4" x 14" x 14" v c, F (CONTUOUS THRU JOINT) --- --_ _ OUTSIDE WALL SAN 10'-0" OF � 7 CAP SHEET OVER ALL VARIES O , 4"0 F.B. - ---* ---.- O _ WITH 4 i/ b ,u,�89 ue�B��ia�ds0 (n 18 x i i PLINTH W 8 6 -` o "r1• �gd�o8�O8b686�iPCid 0) / ( ) 1(I —T y n �a�a•�s u�✓UFo' "�vv EXPOSED METAL STRAPS �`- r b -- -- _ _ - - PRIOR TO HOOFING TOOLED JOINT 3116 o aua' aaa�aoa8 a � � Q( -CONTINUOUS CLEAT �, / --CONrr20L JOINT ON GRID LINE 1 L -- — ,, .� a Fly. aaoa�oaaoaa�oa"�` 2- ^ bpb bpbpbpb �, , �- . , ao a U9 GROUT SHIM AND GROUT FOR X14 DOWELS (3) PER PANEL 1\ GROUT BIOCKOUT S,EEL BASE PLATE - "' 7 — O W -SHIM SPACEa LEG 2'-0" O.C. O I ^ c FULL BEARING ( w `J • • - • • • • • � AFTER COL. SFT- ^ 4' � SOLID PANEL) 24" V� �F • I I • - ____ I 6 / WITH NON-SHRINK GROUT I I2-�w- w I - - --- COARSE GRANULAR BASE 24 11 'IN • • • • • • • > A6 m 4 x P.T. TOP PLATE f -- > / —BLOCKOUT. GROUT FULL 1 p' --- I MBED "B" AT EACH END, W �J WITH 3/4"0 A.B. 1 112 3/16 / ONCRETE FLOOR SLAB -KEY JOINT CONTINUOUS b I EACH PANEL _ O AT 4'-0" O.C. COUNTERSUNK CLR. 3/4" CHAMFER - - �- SEE PLAN FOR THICKNESS &_g2N§M. UCTION JOINT WITH MINIMUM 5" EMBEDMENT �� �`_' AND REINFORCING `� 1 -- 7 1/4" CONCRETE FOUNDATION - L , WALL W 4 AT 12" O.C. V •+ OUTSIDE FACE OF EACH WAY W/STD HOOK AT ,I v CONCRETE PANEL - -- PREMANUFACTURED ZIP-STRIP I FOOTING HOOK O PILASTERS, � 4 PURLIN - SEE FRAMING PLAN _ 18 x 18 PLINTH W/ (8) �6 VERT. #3 TIES O 9" O.C. _T_L DOWEL TO FOR TYPICAL AB SEE A4 I FOR SIZE AND HANGER I STD. HOOK VERT. INTO FOOTING � p� I i• " --CONCRETE PANEL OUTSIDE 4__ -, --FOR FOOTING SIZE - SEE V� FOOTING - SEE PLAN �i FOOTING SCHEDULE AND J i __ ''"'�' B CONTROL JOINT AI FOUNDATION PLANS 0- - -- - - - - - - s PURLIN CONN. AT TOP PLATE6'�TYPICAL Pr8-'�COLUMN—�TION . Lp — --� ---------CENTERLINE OF FTG. A7 PANEL LEG REINFORCING Tim FOOTING s CONSTRUCTION/CONTROL JOINTS �3�CLP. �----� CENTERLINE OF PANEL �A5 A 1 112"=1 -0" A5 NOTE: E EMBED PANEL LEVAi1ONS FOR REINFORCEMENT 1 1/2"=1'77 A5 CONCRETE PANEL 1/2 _1'-0" MMENSION5 _ A_9" �o A 3/4"-1'-0" B=1/2 PANEL THICKNESS + �" EMBED 'B' 1/4 (2) #5 AT 4" O.C. 114V3" c ---__ +-- e 1/2" x 6" x 3" EMBED 'A' -EMBED - - - --- - -CONNECTION 'C' \a 3" 5" -[" INSIDE FACE - --- - �-TT. - 4 - - - / N cwi I I U ) # I I a CONCRETE PANEL Q m - ---- __ � �_-_- __ ---I� 1/2 x 10 x 12 W/ 1 4 L22" z 2T z"1/4C x 6" \ -- - - r ----------- I - (2) 3/4"0 x 4" NELSON C o EMBED 'A' - - -- cn I in w L) HEAD STUDS O 9" O.C. I I z Q a - 1 ^ (ONE SIDE ONLY) o I I L2 x 2 x 3 �� EQ EQ EQ EO ----- - -- - -- I I \ OUTSIDE FACE -\ / 1" END BACKER ROD `r �/ 1/4 . \RETURN O TOP _ J 1 1/2" CLR. E c� I I \� -tMBEG 'B' NELSON STUDS BELOW TYP. --SEALANT r� °sr 3/4" MAX. a GLULAM BEAM 1/2" MIN. 3/4" CHAMFER TYP. -�- � \f It o I R 114" x 4" x 4" \b I - - U I i - 'k 112- 0 PUNCHED HOLE M I f N I / " ELAN NOTE: PROVIDE CONNECTION AT 1/3 POINTS 0- a I I r --- ------------ -- U ,CONNECTION BEND LINES TO 1'-0" BELOW LEDGER (OR TOP PLATE) I I I L -- ci --------- - r - - >- ---- - A --- 1 114" LB x 4 x 7/8" x 8" - �\y- -- L -1 1/2 EACH PANEL 1/4 ,� PANEL TO PANEL CONNECTION - - - -- 1/4 / iv BACKER ROD '�- cc __ _� A5 NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 3"=1'-0" -(� 1/2 x 16 x 21 WELD - - -SEALANT ------ - - - SEE EMBED DETAILS 1/2 x 5 x 9 EACH ONE SIDE, (3) 3/4"0 P.B. _ • PORTUED, (2) X15 x 9" /� I PANEL W/ (2) 3/4°0 x 6" -TOOL AL1.1lITERtOR EDGES OF CONCRETE PANEL IL 1/2" x 3" x 9" HEADED NELSON S fUDS g - -- /� —k00F HATCH O 9" O.r. W/ 2" HORZ. Y 3/4" MAX. 3/4" CHAMFER TYP. / �� SLOTTED HOLES, CENTER j 1/2" MIN. > t0 �MB�1ZQ 1/4�_ ® 5" O.C. A5 � —_ ��(' NOTES AND INSTRUCTIONS: _ � 20 BOLT NOTE: PROVIDE CONNECTION EQUALLY ��--CONCRETE WALL_ PANEL SPACED, AT 4'-0" O.C. MAXIMUM WELDING STEEL REINFORCING; MISC. STEEL FABRICATOR TO VERIFY PERCENTAGES OF CARBON - - �' A5 T 3'--0" ABOVE FINISH FLOOR TO DA AND MANGANESE PRIOR TO FABRICATION SUBSEQUENT TO VERIFICATION. WELD REINFORCING IN - J , ACCORDANCE W/ ASTM Di.4 W/ SPECIAL. ATTENTION TO ELECTRODE PREHEAT AND INTERPASS TEMP. SECTION J / _ N 3'-0" BELOW LEDGER OR (70P PLATE) 2 ^ (c,r WELD EMBEDS/CONNECTIONS 12 BEAM CONN. CONCRETE WALL Q -H -- ,a BEAM CONN. CONCRETE WALL Qr15 OUTSIDE CORNER CONNECTION AWN BY: NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKF'ESS KVB 3/4"0 RUNG- (: ] -SEE EMBED DETAILS CHECKED BY: �,- - --EMBED 1/2" x 3" x 9" BENT - -- - --TOOL ALL INTERIOR EDGES OF CONCRETE PANEL. SRW 5 h I - WITH (2) 1/2"0 x 4" WELD I E — -�r- -I STUDS. WELD T.S. IN PLACE Fo 3/8" x 3" x 2" x 8" _ - _ \ - -BLOCKING RENASIONS: WITH 1/2"0 x 3" ROOF FRAMING ! OVERHEAD DOOR A7 SIMILAR LAG BOLTS TO I I ---70P OF OPENING CONDITION SOLID BLOCKING �0- 4'-0" O.C. MAX. TS 6 x 8 x 3/16 SPACING ---- b I i SEE DETAIL 16/A5 FOR —TS6x8x316 g ! > -4" "� -- I / CONNECTION TO STRUCTURE �- 1 O I - CLR. -- _ BLOCKING G- LADDER CONN. � ELEVATION AT HEAD DOOR JAMB, ANCHOR PER C� TO MEZZ. ROOF HATCH W1 Fhl MANUFACTURERS RECOMMENDATIONS o LADDER TC` ! RIGID INSULATION I I ROOF BEYOND I I BENT 1 4" x 2" x 11" - N - `- I I --- R / JAMB AT T.S. COLUMN - - _- 2 x 6 70P PLATE SEALANT BED 2 x 6 CLG. JOISTS-- - --- - ROOFING SYSTEM —OVERHEAD DOOR AT V-4" O.C. WITH `p -SIMPSON STC AT 2'-0" O.C. - 4" CANT n rtn I ! MACxp1�E TO !A290q ATE4,t'C ti90, ALL RIQIIS RI�.'E11V�.D I I 1 3/4" PLYWOOD DECK. / 3/4"0 RUNG I STAGGERED 3/4" CHAMFER-� \ -� FLAT BAR RAILS----� `f 7 - ROOF- SHEATHING I � TO BfUSED RE�u��s ABOVE o 3/4" x 2" 5/8" TYPE 'X' GYP. BD. wrtmE►,pt W u"7� I III THE ELEVATION AT SILL _ SHEET 2 x 6 STUDS AT 2'-O" O.C. -- _ � -------DOOR ARMOUR, SEE DETAILS � WITH 5/8" TYPE 'X' GYP. BD. � ---- --_ 3/A4 AND 4/A4 - - - 1/2"0 EXPANSION ANCHOR ,- V-- -- ---- - - -- 2 r 6 P.7 PLATE-- -- --- ----- �\ - i----- -SOB-PURLIN R1 -- (2) 2 x 6 TOP PLATE WITH P.B. AT 2'-0' O.C. - -- -(2) 2 x 6 W/SIMPSON U2(; -- - � CONCRETE PANEL R 3/8" x 2" x 3" HANGER EACH END TO PURL.IN A5 + j _ 2 x 6 STUDS AT 2'-0" O.C. PLAN FM. FLR. WITH 1,2"o P.B. WITH 5/8" 7PE 'X' GYP.BD. _-_ _ EACH SIDE i JAMB AT PANEL 0186 s OF OPENING SIZE 16 T.S. CONNrCTION AT SLAB/PANEL t"' ROLLING SECTIONAL DOOR _ rigNO ACCESS LADDER __ Q �s' ROOF HATCH DETAIL 20 CLEC. ROOM WALL TO ROOF JOR 2 A — -- 3"-1'-O' A5 - 3'=1'- 0" A BETWEEN OVERHEAD DORRS 1 1/2 =1 -0' A •S��'1�-0.. A5 3/4"=1'-0" � - � �-- 91 502 sw DLIRHEa►'I F' AS SUBMITTED FOR BLDG PERMIT 2 / 7/92 7 nr-- e • IF THIS DOCUMENT IS LESS 1 1 1 1 �I I I I I I I I I 'I I ! 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SLAB OVER 1 1/2" 22 GA. TYPE 'B' �- _ �- POST TO WALL WITH (2) 16d l 1 1/2" 22 GA. TYPE 'B' METAL DECK NAILS AT 16" O.C. METAL DECK C - - - / 1 -HM DOOR -2 x 4 RAILS WITH (2) 16d ~: - I 3 - - - - -- /- p, NAILS AT EACH 057 P LO A6 - L3 x 3 x 1/4 W/3/4"0 �i - �_ �- ------ ---- - MC 10 x 8.4 STRINGER- a --� 2 x 4 KICK / ;� I P.B. Al-- 2'--0" O.C. r �- 4 x 4 LOST _ --� / (LOCATE P.B. AT CENTER 'a SIMPSON H3 O BLOCKING U W c - (2) REQUIRED TOP do BOTTOM 11,-_ . 5 U 188 _ co -- / OF ANGLE LEG) i� p A6 A5 _ r--, r - , _ -- ---LADDER TO PLATFORM I 1H AIL ------ - --THRESHOLD O DOOR 5/8" PLYWOOD DECK. ON 2 x 6 Q IZ -- ---- - I -r-_- -- I I 1 _____-_ _ _ AT 2'-0" O.C. �/) LOCKIN _ AT 8'-10"# A.F.F. SEE 18/AS ____ - 3'-U" L J L__J f- V C�S1 T -- - -- -- -- I/'1 W ---- SAFETY CHAIN PRECAST STAIR TREAD WITH " I T/SLAB AT D1 �/ � ~ --- (2) 1/4' z F.B. EMBEDDED INTO N --------- -------- 0 " " v - — 3'-6" HIGH GUARDRAI(- - -- - - -- - - - - - -- - --- -- - -- --- cr - ?" _ Z C� 4 2 x 6 AT L'-0" O.C. / �� / -___----_- - -_ - -- BLE 2 x 6 RIM JOIST w 0 p TREADS OVER STRINGERS AT 30 O.0--- �1,� _ � w W/./8" TYPE X' GYP. BD. It I -- -- 2) 12d TOE NAILS EACH F " Z E!! N -- --: / Lq /- - `' sT /� J - - I i3 x 3 x /4 AT M - -- - END OF BLOCKING w < Z to ON INSIDE, FIRE TAPE T -_ _ _ ._ r ALL LANDING EDGES ` ci Z r FACE OF-- . _ 2,-O. 2 x 6 BLOCKING EACH SIDE Q 4 O 2' O" ,,.C. TYP. OF POST N a °D CONCRETE WALL (, ip _-------T.S. 4 x x 1/4 W/1/2" 2•-O„� � � U C7 } O 4 --- -2.” PRECAST x 10" x 1 " BASE PLATE AND -(2) ADDER TO ROOF A6 --_ CONC. TREAD 3/8" CAP PLATE o W C,1/2"0 THROUGH BOLTS Z O Q O Ir K. SIM TO LADDER _ ON L2 x 2 x w W/WASHERS EACH SIDE m - - SEE 18/A5 �- --(2) 3/4"0 HILTI-KWIK BOLTS _- " _ BLOCKING EACH SIDE 1 Q ,�Uj --- - --- ' -- --,- ' 3/16 W .3 1 2" EMBED - OF tYJ _ - -- - - - W_ -- 2x6BL0 Z 0 ST - N Q .. i8A -ROOF SCUTTLE SEE 19/A5 TRC ROOM I � PLATE 1/4" x 3" x 3" WITH I �L ,,�( �p (1) 3/4"0 HILTI KWIK BOLT I I -1'-O"0 x V-0" CONC. FTG. TYP. 4 x 4 POST TOP VIEW C:d Q O A5 -�ONCRFTE WALL J PROVIDE CAP PLATE L- _J - ELECTRIC ROOM PLAN Q 2 METAL STAIR PLAN Q 3 METAL STAIR SECTION Q 4 STAIR TO WALL CONN. t Q 5 GUARDRAIL DETAIL Q �6 _T_E_LEP�IONE E(�UIPMENT ON MEZZ. 1/4"=1'-O" ! A6 1/2"=1'-0" A6 1j2"=1'-0" A6 - 1 1/2"=1'-O" ,t I 13 Z N A6 - -ALUM. WINDOW SYSTEM �� 2'-O ----CONCRETE SLAB I 4)A10 TEK SCREWS U - --------CONCRETE --- -- -12" x 12" PILASTER W/ (4) ;a q - - --- - + 1 8 x 3 x 6 ---_- - 12" x 12" PILASTER W/ (4) #5 VERT. W/ STD HOOK AT -_ Q #5 VERT. W/ STD HOOK AT FOOTING ANO #3 TIES � , FOOTING AND y3 TIES A7 9" fi.C. 0 ¢ o a o a ,q,go � n a� �9,,0. FLASHIN �v�a�d,RaaoBgW`�pa ov�0agu;E a�a u AT 9" U.C. •an•on•on.'� 90 10,8U U 0' 1 \ --- _.--- ---- b >q a,, e a.,�� GRANULAR BASE -T- HOOK 4 INTO PILASTER - _ I I � � 18 GA. TOP TRACK TYP. EACH END (4) #6 EXTEND INTO __ "HARDITEX`-- PILASTER HARDITEX" -� -FUTURE GYP. BD. -;. 1 1 2" DIAMETER PIPE -Ec) Pll_ASTER ��� 7 1/4" T.U. PANEL TYP. SYSTEM / i� � � f�� ( 1 1 7 1/4" 7.U. P,4NEL TYP. � L(`� ,#4 O 12" O.C. HORZ. I i i I � I I ��-- COLUMN AT 4'--0" O.C. EXTEND 12" INOT PILASTER �� I l r_ �'r SFT IN EPDXY m PRECAST CONCRETE WALL lL! _�� .l FTG. ., fi FTG. - -_ __ e-- l� a A- 5 112 PLACE BACKFILL IN EQUAL WALL l -� WALL `' --'--6" 20 GA. METAL STUDS LIFTS ON BOTH SIDES F AT 2'-0" O.C. ~ .� 0 WALL _ .. i r -19 BATT INSULATION #4 O 12" O.C. VERT. W/ 24" I FLASHING- � Q 2 1/4" DIAMETER x 8" CORE Q� HOOK TO SLAB ONE SIDE, AND r � 21 / DRILL HOLE 12" HOOK TO FTG., ALT. DIR. \ ,� A6 4 I w Q / 24" ._ O N6 �--# 1 U Q POUR CONCRETE FOOTINGS AFTER -HCOK 4 INTO PILASTER I > 4 12" PLACING PRECAST CONCRETE N AT 16" O.C. • TYP. EACH END 1 a WALLS (DOWELS EXTEND FROM - .- r r - c BOTTOM OF PANEL) -- - -- ' U I N I i � M Z W C EQ TO GRID EQ TO GRID -,,TRIP FOOTING :}- - (4) 1y5 --� STRIP FOOTING 0 � � � 4 ONT. 2'-6" g SLAB TO FOOTING Q , STEM WALL T.U. PANEL JOINT Q 8 STEM WALL AT T.U. PANEL CORNER < s BULKHEAD WALL DETAIL _ A6 314"=1'-0" A 1"=1'-0" A6 1"=1'-D" olo A6 3/4"=1'-O" �-6" METAL. STUDS R-19 BATT INSULATION ,^ METAL STUDS VJ, CONCRETE PANEL �---FACE FINIS'-' GYP. BD - '/2 �� 1/2.. _�--CONCRETE PANEL -- �-- --- 1 1/2"0 PIPE COLUMN BELOW - WINDOW SYSTEM / SILL BELOW SEALANT Q —SEALANT HARD TEX" SYSTEM SILL BELOW ✓ „ --- --- ------ _j --SHIM AV -- SHIM SUSPENDED CEILING �,_� -- WINDOW SYSTEM - --u-�JI SHIM �� \�------ SEALANT - J CASING BEAD L - "- - - CORNER BEAD J fes--CONCRETE PANEL Ra LL, WINDOW SYSTEM 14.. FLASHING AND SEALANT - J CASING BEAD - _- 1 1/2"0 PIPE COLUMN BELOW - I ,` 1 1/2"0 PIPE COLUMN BELOW ,2 WINDOW JAMB i I �-- 1 112"0 PIPE COLUMN BELOW -. WINDOW SYSTEM / WINDOW SYSTEM CORNER BEADiv A6 3"--1'-0" WINDOW HE — - - ---__ — —_ ►,-- AD �- FUTURE GYP. BD. 13 WINDOW SILL s 3"=1'-D" — 14 WINDOW SILL � WINDOW JAMB --- -- 6" METAL STUDS �6OUTSIDE CORNER 3"=1'-0" A6 INSIDE CORNER 3"=1'-O" --�' 1/8" x 3" x 5" W/ (4) '-� - FUTURE GYPSUM BOARD �+�"oRTlAr: c --- -- 10 TEK SCREWS AT TRACK T �18 GA. TOP TRACK) CONCRETE PANEL 1 1/2"0 PIPE COLUMN �/ - - - - - HARDITEX" SYSTEM 4e _ or �- 6" METAL STUDS --- -SEALANT CORNER BEAD � � DATE: - WINDOW SYSTEM �� -�'f - _ FUTURE GYPSUM BOARD (,` /_--R-19 BATT INSULATION 2- -92 BOTTOM WEEP ' �- ---R-19 BATT INSULATION --SHIM ---6" METAL STUDS ---FLASHING AND SEALANT \ CAW - SEALANT -'��` r__---- 6" METAL STUDS "HARDITEX" SYSTEM - '-- 1 1/2"0 PIPE COLUMN CHECKED 9Y: J CASING BEAD- �� ��� ----SHIM _ �� -- -�� - CONCRETE PANEL DRW \ �/2� "HARDITEX" SYSTEM 1 _ ) - -- ,r-- SEALANT ___ ---� SEALANT 1 REVISIONS: - " c 1 1/2"0 PIPE COLUMN _ ,\ � -- "HARDITEX" SYSTEM 6 METAL STUDS --�-= FUTURE GYPSUM BOARD '�'"•�ARDITEX" BELOW WINDOW JAMB - 1 1/2"0 PIPE COLUMNWINDOW SYSTEM BELOW - __ 5 -----FUTURE GYPSUM BOARD - ----- "HARDITEX" SYSTEM Ag 3"-1'•-O' - - - 1 1/2"0 PIPE COLUMN L7 r%_-�WINDOW SILL ---- 1/2 OF e" T.S. 8 x e x 3116 — — X 2'--6" ri_N� `HARDITEV BELOW SILL v HARDITEX" BELOW WINDOW SILL 20 HARDITEX` BELOW WINDOW JAMB Af 3"=1'-0" ;�- ----- 6" x 6" DOWNSPOUT ABOVE A6 OUTSIDE CORNER 3"=1' A INSIDE CORNER 3 1'-0" g 3"=1'-0" --- - -DOOR ARMOR TO EXTEND TO --- "HARDITEX" SYSTEM I 1 �j-- BOTTOM OF SILL ANGLE --6" METAL STUDS - -- - -- -- 6"0 C.I. UP 6" .H. DOOR MACXENZIE/%NM R A%W0ATEs.P. JI - 1 1/2"0 PIPE COLUMN I -L3" x 3" x .3/6" W/ (2) __ � ALL NMTs REsExWn I I 112"0 P.B. f ;D - - - ------ ANo� �iar°Teo n¢usEoe�w s -f IOP WRITTEN PERMl31 ION OF M9A --- ---J - SLAB SILL ANGLE IN ANY VANNEJ EXCEPT THE I CONCRETE PANEL _ SHEET x 6" DOWNSPOUT w ---DOWNSPOUT GUARD A6 'N u - - --FLASHINGJ `"�----- -8"0 C.1. OF 21 HARDITEX` AT SLAB JOR NC 22 DOWNSPOUT GUARD 23 DOWNSPOUT GUARD ELEVATION A6 3"=1'-0" A6 3"=1'-O" e ------ 1/2"=1'-0" 291502 SW DURHAM RUI 1C-+ " OF _ AS SUBMITTED FOR BLDG PERMIT 2/7/92 • " i.. THIS DOCUMENT IS LESS a� T(I I I I I i'1 l l l l l l 'i I I I 1 1 1J117774 1 1 f I l 1 1 1 1 1 1 I I I I T I I l Jill l l l l l l l 1 l I I I I 1 1 ! I 1 I I 1 1 1 1 1 1 1 1 � 1 � 1 � 1 � L i_-ISf � fli � I I � Ililf ISI ill ISI ISI Iii ISI I IIII ISI Ill lei IIL APRIL 2� 1994 I LEGIBLE THAN TUIS NOTATION, L-_ Z - ____ 5 _ 61 _ 7 8 9 .0 11 12 IT IS DIIE To THE QUALITY OF No.Jer- - - - - - - mom... 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