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NAILING AND STRAPPING _PLAN KEYNOTES
Q _W v/ A. %" PLYWOOD W/10d a 5" O.C. 0 PANEL EDGES AND 12" O.C. 1. 9' x 10' OND DRIVE-!N DOOR; ALONG GRID '1' TYPICAL r--
I I ® INTERWR SUPPORTS, 2. 12' x 15' OHD DRIVE-IN w
B. 2,�"x19} " C".1-LAM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d 0 3. 3' x 7' HM DOOR (n
3" O.C. SEE DETAIL 11/A5 4. SIMPSON HCCTA 7-6 HINGE CONN. TYPICAL L+1
F V E -_0' E C. '-,MPSON LSTA21 ® 6'-0'' O.C., ACROSS FIRST PURIJN LINE. 5. ALUMINUM STOREFRONT TYPICAL, SEE DETAIL 1/A1 o `�_
7 F _ F DOUDLE ROW OF 10d NAILS ® 3" OC FIRST 16'-0" OF' BEAM, TYP. 6. ALUMINUM WINDOWS TYPICAL I Q I
±� ( E. Nal:. BEAM W/ 10d FJAILS 3" OC STAGGERED FULL LENGTH. 7 a0
9' x 10' OHD DOCK-HIGH DOORS ALONG GRID '4', `t Y'PICAL• U �� x
_ ,
F. SIM 'SON ST6236 EA. PURL.IN W 15 -,6d NAZI.S EA. SIDE OF - u, o N
/( ) 8. 6"x6' DOWNSPOUT TYP. SEE DETAILS 22/A6 & L3/A6 FOR D.S. GUARD 0 0 M
�► - _ _ - " L' BEmM AT GRIDS B,C,D,L,M,N,P & Q ONLY. SEE SECTION ON
/1 --- 9 M TA STAIR AND LANDING CONC' PAN 1L TREADS & CONC LANDING.
METAL S Al .. FILLED
DETAIL 7/A5. 10. 2 h" x 16h" GLU-LAM PURLINS (24FV4, C = ") WITH SIMPSON V) . c� up7
25'-0 N111- A5 G. SEE DET. II/A4 FOR NAILING (0 SHEAR WALLS. HHBc.o HANGERS EACH END TYPICAL ® 8'-0" O.C.
- - -i-
Ff. DOUBLE ROWS OF 10d NAILS � 3" O.C. ALONG PERIMETER TOP 11. 2x6 NO 2 DFL S`UBPURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS •' • rn x
PLATES & LEDGERS, SEE DETAIL 3/A5. EACH END TYPICAL. + o ca.
""- - "A "� - - D I 12. )6" PL."Y,OOD ROOF SPEATHING 32/16 INT. W/ EXT. GLUE • W 0 •
A a SEE NAILING PLAN FOR NAILING; +-
ryl Irl In � Irl t,. I
r y E y- f\
1 13. B U. ROOFING ~ cam_ 0 0
- - - - A5 j { 14. 4x6 P T. LEDGER W/ 3(i"0 BOLT ® 4' OC SEE DTL. 4/A5, 5A/8 a v� I)
I 15. 2'--0" X 2'-()" BLOCKOUT FOR COLUMN BASE, FILL W/ GROUT TYPICAL 2 L I
I I ! I I I ! 1 1 1 1 1 1 1 1 1 I l f l I I I 1 1 1 ! ! 1 1 1 I I I I I I$4 I I I I I I I I 16. 4'--0" CONCRETE FILLER STRIP W a- C c civ
O I I 17. 5" CONCRETE SLAB, WITH #4 AT 24" O.C. EACH WAY • M ami
WITHIN 10'-0" OF OUTSIDE WALL, TYP. IV ► M
f j D 18. CONTROL JOINT TYP. ® GRID LINES - SEE DET, 1/A4, 25'-0 O.C. MAX z
19. CONSTRUCTION JOINT TYP. - SEE DET. 1/A4, 25'--0" O.C. MAX,
D K Q R 20, 2�x19M" GLU-LAM BEAM DRAG STRUT W/SIMPSON HH62.3 HANGERS. ai
OFFSET ® PANEL. t"� c -
Q ►Uq) O _C
21. C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE .� � o a n_
22. 6" x 20 GA. METAL STUDS 0 24" O.C., SEE DETAIL 1/A3
23. 4 x 14 P.T. LEDGER W/ -)("0 BOLT ® 4'--0" OC SEE DETAIL 8/A5
I 24 TS 8 x 4 x Xe REMOVABLE MULLION TYP. - SEE DETAIL 16/A5, 17/A5
25. YARD LIGHT TYPICAL, FINAL LOCATION TO BE APPROVED BY OWNERS REP.
26. CONC FRAME SEE 16/A4 w
27. 2x6 ® 16" DC STUD WALL WITH %" TYPE X GYP 13D EA SIDE UP TO ROOF
28. EMBED GL BEAM SEAT NOT 0 PANEL JOINT: Y2"F x5%9' W/ z ,
LEGEND
(3) VO X 6" HEADED WELD STUDS, L ® BM USE L 8x4x1"x12" LONG. 'L"
29. SOFFIT LI;HTING TO BE COORDINATED WITH OWNER'S REP., W
FOR NUMBER, LOCATION, AND TYPE. U �J 7-
OA
SEE FOOTING SCHEDULE 30. 4 x 8 P.T. LEDGER, SEE DTL. 8/A5. c Q
31. 4' x 8' SKYLIGHT, :'EE DETAIL. 6/A6. R O
V)PANEL NUMBERS 00 n
I �L�J(-D
_ N ro
W �
GENERAL NOTES Z °� 0
FOOTING SCHEDULE - 0 �
o. PROVIDE CONTROL JOINTS THROUGH POUR STRIP AS SHOWN, Z IF-
MARK
LENGTH Wit)IH DF:P FH LONGI TUDINAI_ TRANSVERSE REMARKS _ C.J. TO BE LOCATED TO PROVIDE 50. CONC. SECTIONS WHERE POSSIBLE. U!J Q
REINFORCING REINFORCING b. ALL FOOTINGS ARE OF' WALL, PANEL JOINT, OR COLUMN Mo
UNLESS NOTED OTHERWISE. "-j
O CONI. 3'-6" 1'-0" (4) #5 x CONT. #5 ® 1'-0" O.C. SEE SPECIFICATIONS FOR ENGINEERED c. SEE SHEET A2 FOR PANFL DIMENSIONS AND THICKNESSES.
FILL_ REQUIREMENTS ^
SFE SPECIFICATIONS FOR ENGINEERE±� d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTERlFS WITH OWNER'S REP., M v
F� CONT. 5'-0" 1'-U" (5) X15 x CONT. , 5 �f 1'-0" O.C. 1'.' PRIOR TO POUR OF FILLER STRIP ® ON GRADE SITE OF BLDG.
FILL REQUIREMENTS � a
` cFE SPECIFICATIONS FOR ENGINEERED
C 6'-9" 6'-9" 1'- 2" (8) �+5 S' 3" _ F1 L RIFOUIREMENTS (� O
SEE SPECIFICATIONS FOR FNGINEERED } - `-
O H' "0" 8' 0" 1'-2" (8) #5 >< 7'-6" (8) #5 x 7'-5" FILL REQUIREMENTS
U
OC ?N Y. 5'-0" i'-0" (5) 5 x CONT. #5 ® 1'-0" O.C. SEE SPEC'S FOR ENGN'D FILL REQ.
F, _ CON 1. 3'-6 1'-0" (4) #5 x CONT. #5 ® 1'--0" O.C. SE�,S�_ OR_ENGN'D. FILL RF_Q.
�G 10' 0" 10' O" 3' 6" TYP. PILE CAP SEE STRUC. DETAILS
4 RA1
A I
O
B C D O F G H J K L M tJ P Q R Q
> 0
375'-0
1-
25'-0" 25'-0" 25'-0' 7 -0" 25_'_-0" 5'-0" 25'-0" 25'-0" z:>'-u" I 25 -0 25'--0" 25 -025'-0"
--- - - ---- D
� � y --- -- 25 -0 25' 0 25' 0" � O �.
so---.3Z'�. - - -- �
TYP PANEL O GRD I I I I I I ! �"'
_ _ 4.'-.Z' A I (�A
1 i Q
14 A3 I
AS I 1�97
YFO
� Q 6 1 5 I A l I 9(a
029 I 28 \�JX77 24 1 I )d 25 A I 1 _ I SIM 23 I 22 B 21 I \
1 --- -- ------- --- --- ---- - -- --_- -_.__ - ------- - _
-- -_ - _�_ - -- ----0 --��,
- - _
-- -. -
20 BBEAM 24' 9"
2.-�1
v' I r A5 TYP. AI_1 -- I
a �* --_---- { cn I WALLS 18 I I I .-,j
30 I I x II '/ " v _ G x v x N cj t 6 ci �._ 1; 19 18 I I io (�
/' x �i, x u Illi u ci Clly X it <� 21 n `X n I 119 I t
- - ,�c � 1 18 'X
C.O. {-I __ to < -411
` A4 vaAS'-- - - _ _ _.._ _ _ _ _ - -- - ; -_ ___ I (_;f=WEI iEM
Q 21 AI �5 15 -{ 20 - "
r --1 r O / Or-
r \ C 1^ J I T/LEDGER 24'-6-- ;' I--- r 1 R 1 - -1 A5 r "1 r 'I c� �C ,-- - --r L _r F I I { - �-- --..- , _ �- ---- __-_ T/ROOF 24'-9"
C J I •I I L J l_ J L J L I I}- - t11R��' L J J
11 _� _ 0 0 0 �_ o 'L Ir I , 18 0
L-1j1-_1 O 1 4
/ I I L/ III N � ���� A4 1 6)0 0.6M_24•-3,rw II
0 o+I 26 �' I 17 5 13
® 31 I p vt N �y� I c� C I ! f t iK d L A5 A5 ice. DATE:
�� o �� ' 23 I 8-18-95
o III rj i i I x /0 13 " 8
I `c' �' 34 U III n A5 4 T A5 DRAWN BY: I
c) 3., 0 x 20 1
I 11 `N C a5 I lO SL.D/GSB I
x to CHLCKL.i; fIY
F ( I ' ��i_ 20 TYP I N A5 6 -
3 r r _ - DRV;
! AS 11 9 _
2 r , r 'l r , I • • A4 r 1 r' "r I" '1 r 1 r , � r 1 AS A 4 I B 1fi �,
3 'I _ I. ! I I ! I I I I I F '1. I I I - / \PLEDGER 23'-9�_ REVISION
A3 I r �' " 4 __. J L _1 do L 1 J - ---L J - t -_J � j EDITION
L J L J� L J
iyv \=J i��i'i G C I i.. C 31 '�i O i �� C J J /B 2 QQ DATE:
2 I t o o Q , i, . o �, o o� 0 9 � , ,
M 1 Y _ T EAM 23'-6" g c F
I A5 t_
- - 31 31 �a 1 Q
20 '� m 1'-6" 1 31 �i� r 23 I I 2C I ( 2 -18--95
o I I N c\ N :3. r A6 o Nt Nt o A4 3 9-71- 9�i i
A4 I I II C� x II �Y� x 'it " l'1 p cllf M r`}xC tlj / � YIJ I I I X E
1 S EAR 33 I I co U c° U to r r ,*() "� i i [r. 1/ a` �\ w x U co rc�
WALL I I 1 C /. To i I I I ( 14 SHEAR
14 I A4 ., y GG} q4 0 �f (r �' 3 22 _T1BM. 22'-6" 1 4 I I❑ WAI_I_ 8
G A5 A6 A5 - I n
O T OG
r YP. A5 I A m
�/
O - _ _ ----- ------ - -- -- - - ----- -- -
CJC ❑ 25 ,, H �,r C1 ,� Q ' d Q 2U 15
� V i t 1.3 YAi5,E ALL, SATO t ASSOQAIE.S,F.0 15
24 A4 1987, AEI.R±C11T5 REScRJED r
1 I THLS f URAW!NCS ARE THE PROPERrr V7
q fn 14 3 T LEDGER 23'�0"^ NACxfN VTI•k AS:� A1fS Pc w . m
3 4 23 A) AeR ARESNot rog� a I RErkt -
•- q A3 , RAI �-- -- � A5 A3 UU(.'ED M ANY MANNER EM�PT wl »IE
Sim. PRIOR WRII, r'FHMIS4ON OF M U. ry
r � A3 A 5 _�1M. 10 __- ----.. ---�EAM 12,,9„ SHEET o
C) 3-20-96 A5
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1011 295189
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PILE CAP RECORD SET 3-24-96
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