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7216 SW DURHAM ROAD BLDG 189-1 1 A w Y 1 'A 13Try l. 1 ° D D L, NAIL ING AND STRAPPING PLAN , KEYNOTES _ • 1 A. PLYWOOD W/10d O 6" C.C. O PANEL EDGES ANS 12" O.C. i• 9' x 10' OHD DRIVE--1N DOORS ALONG GRiD 'i', TYPICAL Ti I I I I I I I I IO INTERIOR SUPPORTS. 2. 12' x 15' OHD DRIVE-IN_ -- _ - - B. 1� x19y GLU LAM BEAM ORAGSTRUT W/DOUHLE ROW OF lOd ® 3. 3' x 7' HM DOOR do 3" O.C. SEE DETAIL 11 A5 c rn N / 4. SIMPSON HCCIA 7-6 HINGE CONN. TYPICAL W V �+�'� M o0 25'-U" ( f � C. SIMPSON LSTA21 O 6'-.0" O.C., ACROSS FIRST PURLIN LiNE. 5. ALUMINUM STOREFRONT TYPICAL., SEE DETAII 1/A1 Q Dr 'DOUBLE ROW OF 10d NAILS O .3" OC FIRST 16'--0" OF BEAM, TYP. 6. ALUM[NUf.i W,NDUWS TYPICAL a) E. NAIL REAM W/ 10d NAILS ® 3" OC STAGGERED FULL LENGTH 7. 9' x 10' OHD DOCK-HIGH DOORS ALONG GRID '4' T YPICA U c* 00 04 F. SIMPSON ST6236 !A. PURLIN W/(15) 16d NAILS EA. SIDE OF 8. 6"x6" DOWNSPOUT TYP. SEE DETAILS 22/A6 & _�3/A6 FOR D.S GUARD 0 0 m N D BEAM AT GRIDS B,C,D,L,M,N,P & 0 ONLY, SEE SECTION ON 9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS & CONC. LANDING. x " a DETAIL 7/A5. o f 25'-0 11 I G. SEE DET. 17/A4 FOR NAILING 0 SHEAR WALLS. 1U. 2 J71' 16�" GI_U-LAM PURLINS ('4FV4, C - �") WITH SIMPSON �. AS I HHB2.6 HANGERS EACH END TYPICAL O i3 -0 O.C. n- i H. DOUBLE ROWS OF 10d NAILS lip 3" O.C. ALONG PERIMETER TOP 11. 2x6 NO 2 DFL SUBPURLINS AT 2'-0" O.C. WITH SiMPSON F26N HANGEFrS °' + rn x - - � - - __ � c rryQ i (' ; i PLATES dr LEDGERS, SEE DETAIL 3/A5. EACH END TYPICAL. -- � � � i - - n _ ' i� - - tiIa �a RA - - D 12. %" PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. CLUE '' r`; SEE NAILING PLAN FOR NAILING 0 .�.` � - 0 - 11 I ! 13. B.U. ROOFING F`- t` cco, _ - A5 14. 4x6 P.T. LEDGER N/ -("0 BOLT O 4' OC SEE DTL. 4/A5, 5A/8 h 15. 2'-0" X 2'-0" BLOCKOUT FOR COLUMN BASE, FiLL W/ GROUT TYPICA( \ i l l I I I I I I I 1 1 1 1 1 1 i� I I I I I I T I f t I) 1 ! 1 1 I I I ! I l I I I I I I 16. 4'-0" CONCRETE FiLLER STRiP LLJ a c L �Ir < V I _��._ 17. 5" CONCRETE SLAB, WITH #4 AT 24" O.C. EACH WAY . m �0)" t~, WITHIN 10'-C" OF OUTSIDE WALL, TYP. Z m �M I 1d. CONTROL JOINT I YP. O GRID LiNES - SEE DET. I/A4, 15'-0 O.C. MAX 00LJJ 19. CONSTRUCTION' JOINT TYP. - SEE DET. 1/A4, 2::'-0" O.C. MAX. Y 4) - i A> E 01/ K f� Q R 20. 2hxl9�" GLU-LAM BEAM DRAG STRUT W/SiMPSON HHB2.3 HANGERS. m o OFFSET O PANEL. 'E C o 21. C.I. SANITARY SEWER LiNE WITH CLEANOUIS PER CODE Q � LL d 22. 6" x 20 GA. METAL STUDS O 24" U.0-, SEE DFTi IL 1/A3 23. 4 x 14 P.T. LEDGER W/ )CO BOLT O 4'-0" OC 'EE DETAIL 8/A5 24. TS 8 x 4 x REMOVABLE MULLION TYP. - SZ �6 DETAIL 16/A5, 17/A5 25. YARD LIGHT TYPICAL, 'iNAL LOCATION TO BE APPROVED BY OWNERS REP 26. CONI; FRAME SEE 16/A4 27, 2x6 O 16" OC STUD WAIL WITH %" TYPE X GYP RD EA SIDE UP TO ROOF 5� LEGEND 28. EMBED GL BEAM SEAT NOT O PANEL JOiNT: Ve"1 x5"x9" W/ z - (3) �i"0 X 6" HEADED WELD STUDS, L O BM USE L 8x4xi"x12" LONG. 1 29. SOFFIT LIGHTING TO BE COORDINATED WITH OWNER'S REP., FOR NUMBER, LOCATION, AND TYPE. U L 1 1 f A SEE ("DOTING SCHEDULE 30. 4 x 8 P.T. LEDGER, SEE DTL., 8/A5. F11PANEL NUMBERS 31. 4' x 8' SKYLIGHT, SEE DETAIL 6/A6. `(_��j- !0 ? r-- u V Li --- W � C� FOOTING SCHEDULE n GENERAL NOTES z o n. PROVIDE CONTROL JOINTS THROUGH POUR STRiP AS SHOWN, z --�- ^-r MARK i l N(;7H WIDTH DEPTH I LUNGI7UDINA.L TRANSVERSE REMARKS C.J. 70 BE LOCATED 7/J PROVIDE S0. CONC, SECTIONS W74ERE PC.;SIBLE. Q r REINFORCING REMFORCIIJC' b. ALL FOOTINGS ARE q OF WALL, PANEL JOINT, OR COLUMN mc) 3 c) � UNLESS NOTED OTHERWISE. --) �:-:J CON 1. 3' 6" 1'-0" (4) #5 x CONT. #5 O 1'- 0" O.C. SEE SPECIFICATIONS FOR ENGINEERED C. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES. I FILL REQUIREMENTS SEE SPECIFICATIONS FOR ENGINEERED d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTERiES WITH OWNER'S REP., (AM �J ` B (:(?N I 5'-G" 1' 0" (5) #5 x CANT. #5 ® 1'-U" U.C. FILL REQUIREMENTS PRIOR TC POUR OF FILLL_R STRiP O ON CRADE SITE OF BLDG. a ! r i C 6'-9" ,'--l" (8) #5 x 6'--3" (8) #5 x 6'-3" SEE SPECIFICATIONS FOR FN„INFERED � O FiLL REQUIREMENT'S ) 8'-()"0" 1'-2" (8) #5 x 7'--6" (8) #5 x 7'-6" SEE SPECIFICATIONS I-OR ENGINEERED FILL REQUIREMENTS U OCONT. 5'-0" 1'-0" (5) #5 x CONT #5 O 1'-0" O.C. SEE SFEC'S FOR ENGN'D FILL REO. < F ECONT. 3'-6" 1'-0" (4) #5 x CONT. �- _ #5 ® 1'-0" O.C. SESPE�S FOR ENGN'D._FILL REQ. G '-0" 10'-0" 3'-6" v TYP, PILE CAP SEE STRUC. DETAILS 4 ttar a 6 r� 19 6] 0 A 8 C D ,f E F G H ! > K L M N P Q R Q 375'-0" I ---25 25'-0„ 25,-0.. 25'-0" 25'-0„-4 25, 0.. 25'...p 25'-0" 25'-0" - 25'-0" 25-0'" -- 25'-0 - 25'-0 -- -- 25'-0' - -25'-0" --- -- - - 0 z I - - - - TYP PANEL O GRID 1 1 I I ( I I I I ( \Q 4_ --- -� - -7" A i I 15 1 r I A4 A3 I � CL } 14 , 0 r TYP. I 1 I `� I A� 24 5 S I 5 + Al I 28 6 I +� O - - -O_ 29 I - -- I 28-- O O 2? I 26 25 I A I 24 I SiM 23 I 2� f B 2� CK 1 - * - �f- -,----- - -- - - -- - - --- --- --- - --- -------- ---- -- -� ��----- -- _ - 20 ---L -_- yL O ❑ ` q� E �B f BEAM 24' 9" \ O I �z 2 22 - I I O A5 [(P. ALL o I I -- v '� -- -------� V) v _ WALLS 0 1F5 18 1 30 ( I X 1 c� `I a cv 1 N ° b 16 �_ - -O 1 y ou X x N O O r, _ o L. n � '�/ a b o x 11 x o ♦ ` 44 cl' n i ! i y `° `r 12 - I `° cn <� x 11 yQ Qci' c11� v ci <.� >' 1i 21 - __ x _.._ I l] ❑ n COQ 'd c� 1rA.5 .O. }-j - --- -- - - -- - i✓ _ - -_ __ - r_ _ A4 _ �� i CONN. TO 6 1- - -- '�*,(� - -. - - - ---- - - L(SEWER SYSTEM 30 -ao515 _ .r �Q1 i ^ / 19 { ! T/LEDGER 24'-6" I- r , r AS r r -I r -1 r C r ' --- T/ROOF 24'-9 C / L JO L JO I I L J L J J L J I -4 -+ c L I -- -_.----� L 77 J O O O L c"I\ O b `L J� 14 J J C I \� 18 (-' ! / 11 i-/ III � �\7_O.EIM 24'-3" I 1 1 U i _i- -- - - a 17 9 13 O `31 �\ in cv 11 , i I A\ 0 (- AS A5 i. BATE: N I 1 ' �1't II X'. ci Ci � II x 0 x �3 �8 "'Er co I iQ 11 - r0193 �0 4 7 / A5 DRAWN BY: x I II " C AS I i� SLD/GSf3 L 20 I YP �,, AS 6 ___ _ _�./ CHECKED RY: DRW - - F 1 I _ -0;- ---� it - _I ! rA 4� A4 �' � N iL q", � 1 1 9 � 16 r , r REVISION . ! ! I r -1 I r r r -1 r A5 A4 I \ I I ` r T LEDGER 23'-9" - L J L J- L J I _ ( ` n. ! ( -! ! I - --� -7 --- -+ I I - - --- , f - 6a Y.l Stg EDITION c -a -Q O J L J L J J I_ J i L1 A3 I 1, C C C �._11r' I r 0 ,�- J J� L J I ! � ' CLOSING li 31 1 v 1 U icv�i ( ',) t- ri �=1 �J �-' �/ ^� `L✓/ I I TEAM ;'-6" �' R WATT f 2 1 � „ � "' I A5 r_ I i� i - �i 1: `ti43 �Q C A5 Z ( - r _r If i VQ ` I I� 20 , , �.,1 O0 1' -6' , R 3, 1�Q 23 I I 20 01 �: 8-18--95 * ! I o x x N C x x I 9- 21 --95 o A4 u .. /] N N ` X A6 <, cv mit :C v KP n S � i I i �, �, ,� ---- I X SEAR 33 q). 111 L n 11 cl r �. \ c, x .all dli �� WALL I I 10 i r r- „ I I 14 SHEAR r 14 I A4 ---*------ I �J 8 I I 1 2% _3 22 T BM. 22'-6 , 1 WALL o --,� ,-- A4 I 1 - Ir - O A`� A6 15 TYf' 1� A5 I o 1 ` - - _' -20 ❑ / ❑ � 8 5 6 8 7 - 1c)) 9 10 ( 8p � 11 C"0. 12 1.3 O 20 24 i 1 lz \�•s/ ❑ \ A4 [ t 995.E AIL Ri(xl'T tESERMEUA TE'a.Pl l 7 IHSS- E ORAypNC$ ARF M� � PPOPFN1cY�t w 3 4 3 A3 , kAr - ---: 23 A5 1+,3 -. --_�_. `V w/�A)µe�AEsxu/r�o�A$SUpAG S^k REiNf �� 4 cn 14 3 \ T LEDGER 23'-0" 4 A H A6 t [1(ICCU IN ANY MAl11�R EXCCPI M 7NE p 2 ,Z SiA�, 9AS __.._ ABEAM 22'_9" / I RI(M IMfiTFN PF AMI-%PON Ot IA SA N (� .�..�- 3-20-96 A6 SHEET o FLOUR/FOUNDATION�OOF FRAMING PLAN A 1 I OF F, I � ! JOB NO. 'Jufham Road,Me Bldg.0109 BUP 95'0291 295189 t PILE CAP RECORD SET 3-20-96 nl.'3 II Illi nnticc alTpc:u•s ticlu•cr Ih;�,l the dacElnleut, file document is of margin,ll qua',:% I�iiIiII1111 +f ��>�'i , ' ! I t}J�I�I�I�IjI Ili�i�l�1�1�1 I'��itf�1 I�IjI t I�I�i�ili�l(i I I�I�i�l I(I�I I I�I�i�i (�Iji t�11(f l�l � ! }!ll 11111 tli X11 IMII 1 II 111111il+IIII 11R�IIH iIIIIIIl111111I111I 11IIIIIII IIIIIIulhnlllI�IIl��IIIInlinihinlnnhnilinihllllnnlnu llr+Ili !llljlnt I' i ' i IIII 41 IN L KEYNOTES " ��- I a- 3 0 x 1. 2x6 O Ili" OC STUDWALL W/ TY-1E 'X' GYP BD EA SIDE. UP TO ROOF L-------i , 2. 12' x 15' OHD DRIVE--IN 3. 3' x 7' HM DOOR V) v) LO 4. SIMPSON HCCTA 7-6 HINGE CONN. YPICAL 5. ALUMINUM -,FOREFRONT TYPICAL Q 6. ALUMINUM WINDOWS TYPICAL c 7. 9' x 10' OHD DOCK-HIGH DOORS ALONG GRID '1', TYPICAL � .21 )K N O V) 0 Vv � ) 4 t3 6"x6" COWNSPOU i TYPICAL, SEE DETAILS 22/A6 & 23/A6 FOR Q.S. GUARD ) m 9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS & CONC. LA:,21NG. �(/) O 0 ) � Z I 10. 2X" x 1fiW" GLU-LAM PURLINS (24F-V4, C = ") WITH SIMPSON a 3 4 j HH82.6 HANGERS EACH END TYPICAL ® 8'-0" O.C. ` a 11. 2x6 NO 2 DFL SUBPORL.INS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS c M q 125'-0" D j EACH END TYPICAL. O ` � Q - 12. )6" PLYWOOD ROOF SHEATHING .:12/16 INT. W/ EXT. GLUE 50'-0° 37'-6" 37'-g" SEE NAIL-10- PLAN FOR FAILING �.- gpV1 -- _ - -- -- __ - _ ---------------- - - 2'-6,. (j 13. B.U. ROOFING 25'-0 15'-0" 10'-0" , - C O - -- -- 14. 4x6 P i, LEDGER W i "- ~ - --- / *"0 BOLT O 4'-0' DC (Al-ONG GR1D'1 9ETVnN RIDS (/) c- 0 0) rn A-B & L-M) SEE 4/A5, AND DETAIL S/A5. '`.� 0 " c v 8' 0„ 15. 2'-0" X 2'-0" BLOCKOUT FOR COLUMN BASE, FILL W/ GROUT. ruJ a p 0 N .6. 4'-0" CONCRETE FILLER STRIP ocl 0)C-4 m J �� �` I ��•✓/ - �; O ti 17. 5" CONCRETE SLAB, WITH X14 A T ^4" O.C. EACH WAY Z m p O - I ) I I I i I C WITHIN 10'-0" OF' OUTSIDE WALL, TYP, W 3 .l L JOINT TYP. O GRID LINE. - v � I I �) 18. CONTROL S SEE DETAIL 1/A4, 25'--0" O.C. MAX. aC 0 c •- m a� z c, 1 19. CONSTRUCTION JOINT TYPICAL - _rF DETAIL t/A 25'-0" O,C. MAX. U o I tO- c I 20. 2 1x19);." GLU-LAM BEAM DRAG STRUT W/SIMPSON HHB2.6 HANGERS, OFFSET O PANL < U 0' t 0 14 ` I _ 21. C.1 SANITARY SEWER LINE WITH CLEANOI'TS PER C ` t° 0 = CONNECT /� 1 I - --1 I I I I I I I - !�U ODF <c 0 a_ a- ro sFWEr. I.\ 1b ti:� 15 _______ _ _-- - ,� r � - _ 22. 6' x 20GA. STUDS O 24" O.C., SEE DETAIL. I/A3 O ! _ _ I I __ I - 23. SOFFIT LIGHTING TO BE COORDINATED WITH OWNER'S REP. FOR NUMB 4 �� _,. • �'_ -1 I 4 ! 1 AND TYPE.. ER, LOCATION, o E 3 -2" I I - Oi I I I I 1 1 1 1 1 1 E 24. TS 8 x 4 x )(g MULLION TYP. -- SEE DETAIL 16/45 25 YARD LIGHT TYPICAL, FINAL LOCATION TO BE APPROVED BY OWNER'S REP. LII b `` - E E+f �. - f 26. CONCRETE FRAME, SEE DETAIL 16/44 h--" 27. EMBED O Gl.. BM. SEAT NOT O PANEL JOINT: " !� 5" x 9" W/ (3) 0 x Fi" ,Z 16 HEADED WELD STUDS, AT 8M. HANGER: USE L 8 x 4 x I" x12". R _ `I I x39 w - _-- = _ 1Iu'I -7 4� 10 i \ b YL Aa no 12 \ \� II ! pl 12 I ' G `� �0 0 ;o A5 cp- LAJ - A J A5 I , -- GENERAL NOTES f to v LLi 18 OF F .._. - � ' --- , - „ OE -- r, - �J1 Z� ^ 1 a. PROVIDE CONTQOL JOINTS THKOUGH POUR STRIP AS SHOWN, C.J. TO BF LOCATED E 2B E -" 20 '�" / 12 - --- , I - TO PROVICE SQUARE CONCRETE SEC TIONS WHERE POSSIBLE. �- �- -- l o 1 � _�`1 A5 ! 9 1 1 I ID - �' - b. ALL FOOTINGS ARE q OF WALL OR COLUMN UNLESS NOTED OTHERWISE. Mo 7 19 A4 A5 I I _ _ <� cr :,EE. SHEL'_T A2 FOR PANEL DIMENSIONS AND THICKNESSES. � 1 O 19 '�► 1 7 1 6 Q dr CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES WITH OWNER'S REP. i cw 19 ��\ 9 1 I PRIOR TO POUR OF FILLER STRIP O ON GRADE SITE OF BUILDING. E ---� r- O A5 I I L _ I I I I I I I I I I f -_ K 15 r _ __ 1 _. <� m 1406�Xx24 I I6�(,x31f1 I 1, r -)y x24 i A3 Fc Te 14 a 5 RA) Aa f-I I 1 1 1 1 ! ! 1 1 1 O } ' C� El � TYf�. ��� Q o A-) � � I TYP. ,�.-•' ,�-1Q •- -za-sc T _ C14 14 -I �r I m I 1 4 I I Al n- A5 r r- 1-__ ,I - - - - - - 1 _ ,- 6 (x24 I 6x31 ( I' 6; x24 E�•-�� w� c � � I � i �' I� �- 1 � ! i 5; 4 Q _• NAILING AND STRAPPING PLAN z 21 A. I I I L1 -- N I I N FS E 1 21 + I 8 .1. PLYWOOD W/10d O 6" O.C. PANEL EDGES AND 12" O.C. �' I 8 - - 5--Q r. -. , 26 I,-- , I I I A4!,/ INTERIOR SUPPORTS i __ _ _ I i 6Xx31X 14 B. 2Xx19X GLU--LAM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d ELEC Q I .o _ • EL1 Ali,, , C-1 + - _ - I C=1 A5 O 3" O.C. SEE DETAIL 11/A5 _ r L� J (DL �J a 1 C. SIMPSON LSTA21 0 6'-0" Q.G. ACROSS FIRST PURLIN LINE, NEXT TO GRIDS 1 & 4. I F O �.•.:J/ AS + I % D. DOUBLE ROW OF 10d NAILS O 3" OC FIRST 16'-0" OF EA BEAM, TYP. r\ q _ 1 I 20 I I I I� E. NAIL BEAM W/ 10d NAILS O 3" OC STAGGERED, FULL LENGTH 1 I- r F. SIMPSON ST6236 PURLIN TO PURLIN O BEAM W/ (15) 16d NAILS EA. LA- Z N N' A6 Z` YL I 1 A6 I A4 i I I I - vi AS AL TYP, S TYN i I I �� SIDE OF BEAM ® GRIDS B,C,D,E,F,J,K & L, SEE SECF►ON ON 7/A5. (=J <� �r j ,I 2 G. SIMPSON MST60 PURLIN TO PURLIN ® CONC. FRAME CRIDS J, F, & C ONLY. ! • I 1( 4 IF + 6)(i x 3?!!� I II 6)(,x24 1 I c I V) SEE DETAIL 17/A4 FOR NAILING O SHEAR WALLS O 4 -,� - a - I II c- --- ry O \ A3 L- _ L- JO E L-I_ J� J I I 27 w H. DOUBLE ROW OF 1Cd NAILS O 3" O.C. ALONG PERIMETER AT I O b ( I 1-OF PLATES & LEDGERS, SEE DETAIL 3/A5. .1 START I .30'-0" ! .PURLINS / 7 I I s I I E A5 H - -- CONTINUOUS FTG. L I 6Xx24 r x " ,, r �, 6Xx24 O 6U1 OFF C- - -- - L I c= � O 8 27 FTG. PRELOADED 14 W/ CONC. BLOCKS N I 1 �-'� ,�/� 2'-2 1/2" TYP -2'42 1 2" TYP 3 I 2'•c--'L------ + I AS - OF FTG 26 OF ryTG 1 I T 6X0136 11 r- jf A I L-J - -. -_--- L- C-I 1 -� i C C A I ! O O- i �„' ROOF SLOPE N 8 ( ! I A5 I I 6 (x24 r I i 6-Xx31 r i 6 x24 I ! _ 23 - C- L J L J C_. D I 8-18-95 V + � I I DRAWN BY: � 1 I _ N 26 ! - + 1 I i ODD HAY"% �.fi e III CHECKE_fi B Y: I I L'� ± + �6 x24 _ q DRW OL __ --- r;;�x24 � I I LEGEND � j� EDITION C= { -0 REVISION I-, t 1' I C•- - 13 I - I I L__J I I I ? - \ - B I - I '� Z z ; CLOSING .1 3 27 I I y O SEE FOOTING SCHEDULE $ a DATE: I A3 A I I I i 1 I I A Q PANEL NUMBERS 8-1 F3- 95 �� -.- __ 3 2u ----- f, �_ _ FOOTING SCHEDULE J x 20 D t 1 (-"I A4 r, C� a F) C.0 2 O 10 MA1'k: LENGTH WfU1H DEPTH LONGITUDLNA.L. TRANSVERSE REMARK'S au 1.1 AR W4LL 12 7 I 3 111 REINFORCING REINFORCING CONT. 3'-6" 1'-r1" (4) #5 x CONT. M5 ® 1•-0'• O.C. EE SPECIFICATIONS FOP, ENGINEERED t 4'-7" Z'-6" 4'-7" 4'-T rn 1 . ," ► _ _ - FILL. REQUIREMENTS, -) MArkCNllf./%AIT(, t ASSOCIATES,P SEE SPECIFICA FIONS FOR ENGINEERED Mr), ALL R,rMTS RESERVED 25' 0° 37'-6" 37'-6" � b'-9" 6'- 9' 1'-2" (8) �+5 x 6,-3" (B) #5 x 6'--3" N FILL REQUIREMENTS. 40,-0, - -__ __-_s ___ -_-; - rac �-- I S' " 4'•O -O" L �'-On �r-D" 1,- �. IfEN IE/SN fO R A SOdATFS Pf. 5O 2" (8) #5 x 7'-6" 8) SEE SPECIFICATIONS FOR ENGINEERED D AIZC NOT TU E uD op Rr�" 0 * ( �J x 7'-E)nFILL REQUIREMENTS.2 ' " 4'-0" 1'_-0" (4) #5 x 7'-6" (81 #5 x 3'-.6" SEE SPE;AFICAFIONS FOR ENGINEERED ET ; A3 -- a i" 3'-6" TYP. PILE CAP SEE STRUC. DEI AILS FLOOR/FOUNDATION ROOF -•� _ - / FRAMING PLAN �.�._.�.._.,,_�`••__�__ ._�..�, �.- 11/16"-'1'- RA• � ��� `�•../`'_.. �..�,.�. ��/�._i`---�-r A-1 A 1 3-20-96 d ;l 6 Q JC1H Nr). [�urhem . RnR�.�2,a 2 9 51 m ffUP BS-029) 8�9.ats�, _ -_ �.�. �.__._.._.._.._•�.._._.. 9 0 z�13 - PILE CAP RECORD SET 3-20-96 (14i If lhiti nlllice appeals ;Iearcl 01'..n "Ie documenl, the document is of marginal qua':ty• +I+I+I+ +l+I: .��-!'I�I�►�! I '. U��� +��►++�+III+ ►T+t+I+�+(+I+ �If1+�+�+III+ IflI+I+1+Jill + IiI�liI I�I�I I�I�I1I I1I�I I�I;��I111111114 �� ��.11l1i1 ,, - nlnuI.h�1 It±i X1,11 I±uhm Ilnlnn nllhnlllullllnlnn,lln nnhnlllnlhnl nnlnn nninlllanhnl►nlllnnlln!hm nnillll�nbm r i±',;,I,w � r Fit- 1 zMom - _ . •,,. - . ., _ _ , . . ,.. •t: 'T�'7.�?.'�''E'J�t�y�'q-r""„�'.'°'pd',�I�E':`."�^r',T _;reT�.•'�•,,_. .'7�-'7.- - 8 /1 2` 1 KEYNOTES / 16 8 . C 1. 9: x 10' O.H.D. DRIVE-IN TYPICAL ALONG GRID "A"i' ' 1 w L•-E� 2. 12' x 15' O.H.D. DRIVE--IN �V 4. SIMPSON HCCTA 7--6 O HINGE CONN. TYP, kal f l I I 5. STOREFRONT TYPICAL, SEE DETAIL 1/A1 tom- o 00 C4 _ 6. ANODIZED ALUMIN;JM WiNDOWS TYPICAL c y 7. 9' x 10' O.H.D. DOCK-NIGH FYPICAL ALONG GRID "D" V �' x N E �" 8. 6" x 6 DOWNSPOUT TYP., SEE DETAILS 22 & 23/A6 FOR D.S. GUARD O '^ o N 75 (-1- 9. PREFAB MTL STAiR & LANDING, CONC. PAN FILLED, SEE DETAIL 2A/6 U") in m 00 bt) � 10. 2�" x 16y" GLU-LAM PURLINS (24F-V4, C = ") WITH SIMPSON IJ 0 �•/ - - _ HH82.6 HANGERS EACH END TYPICAL. O 8'-,0' O.C. - -.- 11. PURLINS A, L 0 U C WITH SIMPSON 26N HANGERS ---- --------- - 2x6 N0. 2 DFL SU8 � r-R �► � Ch EACH CND TYPICAL. - r `'- " F C KS --- - - - �' 12. %" PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE �' O SEE NAILING PLAN FOR NAILING 0 I _. 13. B.U. ROOFING ~ c N Q f) 14. 4x6 P.T. LEDGER W/ "0 BOL I ® 4'-O" SEE 4/a5 (ONLY O GRID D c ; 1, f - FROM GRIDS 1 1'0 2, & 17 TO 18), SEE DETAIL 6/A5 p ° - 1 tl C C. _ 15. 2' -0" X 2'-0" BLOCKOl1T FOR COLI/MN BASE, FiLL W/ GROUT, W 0 _ r - 16. 4'-0" CONCRETE FILLER STRIP _ • In m N 17. 5" CONCRETE SLAE, WITH #4 AT 24" O.C. EACH WAY z a) . I I I I t I i ! fI ! 1 1 1 I I I I I I I 1 1 1 '. } }- - --00 w1T11tN 1o'-O" OF O.S. WALL, TYPJCAL. - 00 u7 18. CONTROL JOiNT, TYP. O GRiD LINES, SEE nETAIL 1/a4, 25'--0" J.C. b1AX. u� c 19. CONSTRUCTION JOINT, TYP. SEE DETAIL 1/A4, 25'-0" U.C. MAX. (� . 102 c D 20. 2Xx19}! GLU--LAM BEAM DRAG STRUT WITH SIMPSON HH62.6 !IANGERS, 'K a' t O .0 Q to 0 ../ OFFSET AT PANEL. �- m o r 21. C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE NAILING AND STRAPPING PLAN 22. 6" x 20GA. METAL STUDS O 24" U.C. SEF DETAIL 1/A3 --- 23. (not used) A. A" PLYWOOD W/ 10d O 6" O.C. O PANEL EDGES AND 12" O.C. 24, FS 8 x 4 x 3/16 MULLION TYP. - SEE DETAI( 16/A5, 17/A5 AT INTERIOR SUPPORTS. 25. YARD LiGHT TYP, FINAL LOCA I ION TO BE APPROVED BY OWNERS REP W �, 26. CONC. FRAME, SEE DETAIL 16/A4. ' / B. 2X" x 19�" GLU-LAM BEAM DRAGSTRUT W/ DOUBLE ROW OF iD,J O 27, 2x6 O 16" OC' STUD WAIL W/ �" TYPE X GYP Bq EA SIDE UP TO ROOF � "-•� 3" O.C. SEE DETAIL 11/A5. Z C. SIMPSON LSTA30 O 6'--0' O.C., ACROSS FIRST PURLIN LINE. 28. 4 xE' SMOKE VENT/SKYLIGHTS, LOCATE (2) PER BAY, (TYP.) ON OPPOSITE SIDES OF BAY CENTER LINE TO AVOID FUTURE TENANT WALL. D. DOUBLE ROW OF 10d NAILS O 3" O.C. FIRST 16'-0" OF BEAM FROM OS W:AI I_ 29, SOFFIT LIGHTING TO PF COORDINATED WiTH OWNERS REPRESENTATIVE, (, Z E. NAIL BEAM W/ tOd PALLS O 3" O.C. STAGGERED, :IEE i?A/4 FOR NAILINGS FOR NUMBER, LOCATION, AND TYPE. � r� AT 3" O.C. STAGGERED, SEE 17A/4 FOR NAIUNGS O CONC. SHEAR WALLS. 30. TELE MEZZ. ABOVE`. N� `� 0 I F. SIMPSON ST6236 PURLIN TO PURLIN O BEAM W/ (15) 16d NAILS EA. SIDE OF BEAM � � �C� O GRIDS 2,3,4,14,15,16,17. SEE SECTION ON 7/A5. � ��J SIMPSON MST60 PURLIN TO PURLIN O CONC. FRAME, GRiDS 4 & 16. G. DOUBLE ROWS OF 1Od NAILS O 3" O.0 ALONG PERIMETER TOP PLATES Z �� AND LEDGERS, SEE DETAILS 3/A5. i LEGEND OSEE FOONNG SCHEDULE GENERAL NOTES � Q PANEL NUMBERS '^ a. PROVIDE CONTROL JOINTS THROUGH POUR STRIP AS SHOWN. v C.J. TO BE LOCATED TO PROVIDE SQ. CONC. SECTIONS WHERE POSSIBLE. t. ALL FOOTINGS ARE q OF WALL. OR COLUMN UNLESS NOTED OTHERWISE. Z) rnn4 FOOTING SCHEDULE c. SEE SHEET A2 FOR ,PANEL DIMENSIONS AND THICKNESSES. ---- d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES WITH OWNERS REPRESENTATIVE, PRIOR TO POUR OF FILLER STRIP O ON-GRADE SIDE � MARI-. ; : 'JG7H WIDTH DE P7H LONGITI.IDINAL TRANSVERSE f*MARKS OF BUILDINGS. � " REINFORCING REINFORC1Nt. - I 3' 6 1 0 4 5 x CON F. SEE SPECIFICATIONS FOR ENGiNEFREC CL O #• #5 O 1'--0" O.C. FILL REOUIREMEN7S. Y O CoNF. 4' 6" 1' 0" (5) #5 x CON 1. #5 O 1'--0" O.C. SEE SPECIFiCA71ONS FOR ENGINEEF? D FILL. REQUIREMENTS. Z 6'-9" 6'--9" 1'-2" (8) #5 x 6'--3" (8) #5 x 6'-3" SEE SPECIFICATIONS FOR ENGINEERED FILL REQUIREMENTS. p ffio 8'-0" 8'-O 1'-2" (8) #5 x 7'-6" (8) #5 x 7'-6" SEE SPECIFICATIONS FOR ENGINEERED FILL REQUIREMENTS. I; I 10'-0" 10'-0" 3'-6" `�V y TYP PILE CAP SEE STRUC�DETAILS 6 RAI A-1 z 0 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � Z 17 18 Q ... ---- I _ - - - ------ 425'-0" -- - --- I 400'-0" - --- _ - - - -- - - - - - - -- - 0 O '-� TYP I i - - 3'-2" 18'-8" TYP 3'-2" TYP 1 Al A OP- FIIANf) I l I I OPP i�AN � 1 ' A 1 2 5 6 24 I I A A Al A3 _ O 38 /� 57 a- -3'j �1 - 3a--- __33 2 � � � I 0 `�/ 5 .A 11m NOW - - - 5 <� lO .31 30 2� 2t3 2.7 26 O O 25 74 h `J 04N � - ___ __ - - ----- ------- fir- - -_ --- - /- - �=. - ------- --- -- ------- i� �. 6 f i - -- 1Z , 1 5 �'� z _ \� 12 �9� 4� t = I t I I 16 / �1t i YP. Al.' R aor-_ A5 A5 I I o I U U II U U II WALLS S II !! N CL fl OI i ❑ 0 v1 N I II II �._ 17 II II I 2.3 U U U U U c_> c� 11 `} 1 .� a 20 ! 22 M N x 4 r' "x x x 6 x x +- 21 n x CN 6II C !B I I I Tm, 18 N --- J� -.v28r " __ I i Aa 19NU. - --- 11 c>G - -_ CONNECT 70 N 41 I ( �1 r _1 A4 I l,, - 5 y�`v � A4 A5 �x � __ _ I SEWER SYSTEM g ! 1--} �N p_ r '1 r -t A5 r 7 r -i r l r -1 r I r '1 r -1 S M �) I p Yll r Z__._ I I ,. I _- } 1 } t i 1 i i } I r 71-__ C 1 Oi I JO JO• L K(n l' �" I- t- �( C� L L J1,1 L JO L J/-,1 L _:.i L JO - L JO - --- -L - L J C t I © N DATE: A 16 / I CONiiNUQUS FTG 8/18/95 I I 26 �CIJT OFF ' DRAWN 8Y: 30 x � Q o 26 o I II `' II II it U U o 26 SLD G5E3 I I 42 rJ U U II II Q II A5 i 6 / N N 2 I I c� 45 I I �, I :C v c� L J o 6 RAi CHECKED BY: I A3 :. ,:� 4 6 ;.� ri 'C 4?� I c� w '�` q I - ---- [IYI 20 I A-1 ;�, I xc {?.Q x x x 6 x in DRV. .� iv q►. x x r , 2 N s-2n-se 7 10 �+ o r, ate. ! 1n ' ' -`° E AS I , REVISION ,1c } �+ I � +1 I I M 0 I EDI TION m N 4_ 7 6 o w / L CONTINUOUS FTG s� ` ` CLOSING f I o TYP, EA. ENG O CUT OFF AS N F- -1 AS A5 20 f�..� DATE: C I I r r I {- r r 1 r n ! } r r r i r Aa r ti r r r' o I -{ - ---- ♦- �--- - -_ _ I I i I --- - -- __ I _ F3/10/85 I I a,T I I L a L J L J L J L J J I I RA I vi I I O 1 O O �J O D L J C L .J r L._ . _1 /� L J L J L -I C F� I 0 1J I r( I I A I 5 8/18/95 N A4 I I _zoil X �� (�/ �J �I �� c i I� I N i,3i9s 9 -21-95 ! - AS t v i(1 4 s t 28 _ - --T }. I 6 X t - - II II II _ t II t II l I U V U I I U I 2@0 n s 21 �' () �IT U r----- x cv x 20 YI( I x x r� x x N p .I i f 18 p o N A4 I I 1� to A6 A4 �� 18 v A5 `o / `° / x l I ,n CN I m I A Ag _0 ?4 I 1 4 N MACRCNZIC/vlTa k A%SOCIAITs.PC OI I L'YF' i YP 1995. ALL RiCHTS RCSf.RVC:p O y C . I _ _..-_-_ -_...----. ....-----. __-----. --..__- -..---,-.-.- -._._._---_... •- _ - _ -,.--- .-.. --.- _ ---.- _ _l� �-_ _- - - __ - 1Hf5 DRA SAS APRpP R1Y - ------ -.----- _...-- - .,i - - M CK IuT A \\ 1 - I - _ - _- - A) w Hpi o 1 u"FL oR RCPR6' CED V MANO�R C7pXPT M TNF ,p �-� 7 PRIOR ITTEN PCR111SSIl. OC l A p. 10 L-123 - G A4 7'1 3 8 4 '' N f, O)PFNING 12 13 8 1.1 15 8 11 ?n6 1; TYP, 1 7 A6 � C� � `-'� � 17 4 SWEET c �, 1 II 14 A cl 6 A5 24 A5� A3 A5 3 3 A6 15 A3 � A4 TYP. � `_^ 3 m I OF fi :1 FLOOR/FOUNDATION/ROOF FRAMING PLAN s (; a 1/tfi ' i (1 4 Durham Road,7f?18 BIAq aiR9 3of3 _ 295186 to I BUP X95.0291 PILE CAP RECORD SET 3-20--�6 .- II' this nnlice appears cleareF- than the document, file doconu'nf is of marginal qual:;y, Wit!! ,I�. . _ I ,1{IiI Illli IL� i I I ► I 1 i i I r } I I 1 I I i i I ii�ll IIIII IIIiIII ►li�� lei, ►yl II � - r# �� �}��_���I�Ii ' IIill!}II � If IT w - ( tNl'Ih1�1111411111.1 I!,IiA111111111111111111i11)IN111111I111111111 Illllilfllllllllllllllllllliillhllllllllllllitfl Ilnf}11r nl�ln Il 1 i