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I u D � Ll" -
C U 1. 9' x 10' O.H.D. DRIVE. -IN TYPICAL. ALONG GRiD "A"
/�' % ! 2. 12' x 15' U.H.U. DRIVE-IN ]
3. 3' x 7' H.M. DOUR
A I 4. SIMPSON HCCTA 7-6 0 HINGL CONN. TYP. IW cr' 'r'
I I I I I I I I I I I I I I I I I ( ! r l °p t to 00
5. STOREFRONT TYC';`'AL, SEE DETAIL 1/A1 �"` G
I I I I �I I I I I I I I I l l l l l l I I I I I I I I I f s. ANODIZED ,SLUM, .UM WINDOWS TYPICAL Q �
c l
Y. 9' x 10' O.N.D. DOCK-HIGH T)PICAL ALONG GRID "D" x 00
8. 6" x 6" DOWNSPOUT TYP. SEE DETAILS 22 & 231A6 U.S. GUARD O to ° C14/ FOR
9. PREFAB M TL STAIR & LANDING, CONC. PAN FILLED, SEE DETAIL 2A/6. N O M
10. 2,1�" x 16h" GLU-LAM PURLINS (24F-V4, C = ") WITH SIMPSON 0o J 0
HH82.6 HANGERS EACH END TYPICAL O 8'-D" O.C. a a
- - �_ -- - - 11. 2x6 N0, 2 DFL SUBPURLINS AT 2'-0" O.C, WITH SIMPSON F-26N HANGERS m • � j�
d _
EACH END TYPICAL. ad L:
I 12. %" PLYWOOD ROOF SHEA FHING 32/16 INT. W/ EXT. GLUE O • 4)0
-' - SEE NAILING PLAN FOR NAILING _
- - - - 13. B.U. ROOFING ~ c' 00
14. 4x6 P.T. LEDGER W/ ("0 BOLT O 4'-0" SEE 4/A5 (ONLY 0 GRID D c w h
CA
FROM GRIDS i TO 2, & 17 TO 18), SEE DETAIL 8/A5 _a M
- CL
15. 2'•-0" X 2'-0" BLOCKOU f FOR COLUMN BASE, FILL W/ GROUT. L•►J c•4 1 t,
Per" • m tT N
- 16. 4'--0" CONCRETE FILLER STRIP
17. 5" CONCRETE SL.AH, WITH #4 AT 24" O.C. EACH WAY Z d 3 0
WITHIN 10'-0" OF O.S. WALL, TYPICAL 3 L0
18. CONTROL JOINT TYP. ® R 1 W
D -.
� GRID NES, SEE DETAIL 1/A4, 25'--0" O.C. MAX.
( D�- (D 19. CONSTRUCTION JOINT, IYP. SEE DETAIL 1/A4, 25'-0" O.C. MAX. O o C "
U IT 20. 2y2xl9X" GLU-LAM BEAM DRAG STRUT WITH SIMPSON HH62.6 HANGERS, U a) O I
OFFSET AT PANEL. Q )Q a-
21 .C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE j
NAILING AND STRAPPING PLAN 22. 6" x 20GA METAL STUDS 0 24" O.C. SEE DETAIL 1/A3
23. (not used)
A. %" PLYWOOD W/ 10d 0 6" O.C. O PANEL EDGES AND 12" O.C. 24. TS 6 x 4 x 3/16 MULLION TYP. -- SEE DETAIL 16/A5, 77/A5
AT INTERIOR SUPPORTS.
25. YARD LIGHT TYP, FINAL LOCATION TO BE APPROVEfi BY OWNERS REP. W
B. 1h" z 1M" GLU-I-.4M BEAM JRAGSTRUT W/ DOUBLE ROW OF 10d ® 26. CONC. FRAME, SEE DETAIL 16/A4.
3" O.C. SEE DETAIL 11/A5. 27. 2x6 0 16" OC STUD WALL W/ %" TYPE .X GYP BD EA SIDE UP TO ROOF L_ l
C. SIMPSON LSTA30 0 6'-0" O.C„ ACROSS F1P.ST PURLIN LINE. 28. 4'x8' SMOKE VENT/SKYLIGHTS, LOCATE (2) PER BAY, (TYP.) ON z
D. DOUBLE ROW OF 10d NAILS' O 3" O.C. FIRST 16'-0" OF BEAM FROM S W � OPPOSITE SIDES OF BAY CENTER LINE TO AVOID FUTURE TENANT WALL. W ��
0 ALL 29. SOFFIT LIGHTING TO BF COORDINATED WITH OWNERS REPRESENTATIVE, � ) L]Z I
FOR NUMBER, LOCATION,ION, AND TYPE. (D I
E. NAR REAM W/ 10d NAILS O 3" O.C, STAGGERED, SEE 1 7A/4 FOR NAILINGS P] O
AT 3" O.C. STAGGERED, SEE l7A/a FOR NAILINGS ® GONG. SHEAR WALLS.
F-, SIMPSON ST6236 PURLIN TO PURLIN 0 BEAM W/ (15) 16d NAILS EA. SIDE OF B 30. TELE. MEZZ. ABOVE.
EAM
00
0 GRIDS 2,3,4,14,15,16,17. SEE SECTION ON 7,'A5. v/ w
SIMPSON MST60 PURLIN TO PURLIN O CONC. FRAME, GRIDS 4 & 16. v) Uj
G. DOUBLE ROWS OF 10d NAILS O 3" O.C. ALONG PERIMETER TOP PLATES
0
AND LEDGERS, SEE DETAILS 3/A5.
d
LEGEND z - I
O SEE FOO TING SCHEDULE M _j
GENERAL NOTES _. Q
❑ PANEL NUMBERS
v. PROVIDE CONTROL JOINTS THROUGH POUR STRIP AS SHOWN, l5 y
C.J. TO BE LOCATED YO PROVIDE SQ. CONC. SECTIONS WHERE POSSIBLE. d
I b. ALL FOOTINGS ARE q- OF WALL OR COLUMN UNLESS NOTED OTHERWISE. Q j
FOOTING SCHEDULE
c. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES.
d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES WITH GYr7vtk:-
REPRESENTATIVE, PRIOR TO POUR OF FILLER STRIP 0 ON-GRADE SIDE
MARK LENGTH WN-)TH Of 'TH LONGITUDINAL TRANSVERSE REMARKS
OF BUILDINGS.
V a
REINFORCING REINFORCING
CON 1'. _ Q" 4 r SEE SPECIFICATIONS FCR ENGINEERED
#5 x CONT. #5 0 1'- 0" O.C. FI1 L REQUIREMENTS.
i
�6 CONT 4'-6" 0" (5) #5 x CONT. #5 0 1'-'0" O.C. SEE SPECIFICATIONS FOR ENGINEERED
FILL REQUIREMENTS. I
O 6'-9" 6'-9" 1'-2" (8) #5 x 6'-3" (8) #5 x 6'-3" SEE SPECIFICATIONS FOR ENGINEERED
Z
FILL REQUIREMENTS.
D 8'-0" 8'-0" 1'-2" (8) #5 x 7'-6" (8) #5 x 7'-6" SEE SPECIFICATIONS FOR ENGINEERED O
- FILL REQUIREMENTS.
~���� 77 77-7 77 ~
O 10'-0" 10'-0" 3'-6" -� 6 TYP. PILE CAP SEE STRUC. DETAILS
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If this notice appears clea:•ee 01;in the
dncomerf, the doctnnenl is of marginal qua':ty,
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