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REINFQRCING \J--1/ IN I CRJGVal IV IV
ROOF FRAMING PLAN �lD
I waw I MAC (off .......... 111
1. TILE ROOF DESIGN LOADS:
A. DEAD LOAD 20 PSF
B. LIVE LOAD = 16 PSF
2. SUB-ROOF/CEILING DESIGN LOADS:
A. DEAD LOAD = 10 PSF
B. LIVE LOAD = 10 PSF
3. ® ROOF ABOVE PROVIDE 2x8 ROOF RAFTERS ® 24" O.C. U.N.O.
W/ 5/8" CDX PLYWOOD OVER.
4. CSD SUB -ROOF PROVIDE 2x8 CEILING JOISTS 0 16" O,C. W/
3/8" CDX PLYWOOD OVER.
5. TRIM OUT ALL MECHANICAL OPENINGS THRU ROOF W/ 2x4 FLAT
BLK'G AND USE SIMPSON "Z24" CLIP EACH END.
6. SIZE OF MEMBERS SHALL BE AS INDICATED ON THE PLANS
UNLESS APPROVED BY BOTH THE ENGINEER AND ARCHITECT IN
WRITING.
7. FOR ANY HOLES DRILLED LARGER THAN 1 1/2"0 OR ANY
NOTCHES IN BEAMS OR JOISTS SHALL BE APPROVED BY THE
ARCHITECT PRIOR TO INSTALLATION.
8. LAG SCREWS SHALL HAVE LEAD HOLES WITH DIAMETERS EQUAL TO
70% OF THOSE OF LAGS, AND THE SAME LENGTH OF LAGS.
9. SUBMIT SHOP DRAWINGS FOR G.L.B.'S TO ENGINEER FOR REVIEW
PRIOR TO FABRICATION.
10. PROVIDE 2 -ROWS OF BOUNDARY NAILING TO MEMBERS DESIGNED
AS A STRUT, AND AT INTERIOR SHEAR WALLS.
11. SEE DETAIL 9/S-1 FOR SUB -ROOF UNBLOCKED DIAPHRAGM
NAILING AND SPECIFICATIONS.
12. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO PS -1-83, AND
SHALL BE IDENTIFIED WITH D,F.P.A. GRADE -TRADE MARK,
13. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQ.
FT., AND SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACE
GRAIN PERPENDICULAR TO JOISTS.
14. ALL WORK SHALL CONFORM TO THE 1994 UNIFORM BUILDING
CODE STANDARDS AND THE REGULATIONS OF THE STATE OF
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE
CODES AND STANDARDS LISTED IN THESE NOTES.
15. THESE NOTES AND SPECIFICATIONS ON THE STRUCTURAL
DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER
SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICT WITH
ANY OTHER SPEC. IMMEDIATELY.
16. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES,SPECIFICATIONS, AND
DETAILS PROVIDED ON S-1 SHEET WHERE NO DETAILS ARE
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
THE PROJECT.
17. ANY CHANGE, MODIFICATION, OR ALTERATION OF THESE PLANS
SHALL BE AT THE SOLE RISK OF THE PERSON CAUSING THE
SAME, AND SHOULD BE REVIEWED BY A LICENSED ARCHITECT FOR
CONFORMITY WITH THESE PLANS.
18. PROVIDE SIMPSON "PC" OR "EPC" POST CAPS 0 ALL POST TO
BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLANS AND
DETAILS.
19. CEILING JOIST SPAN SHALL COMPLY TO TABLE #�S+V-J--3 of
U.B.C.
20. T.O.S. = TOP OF PLYWOOD SHEATHING.
21, T.O.B. = TOP OF BEAM
22. T.O.C. = TOP OF STEEL COLUMN
23. ALL HEIGHTS SHOWN ARE FROM FLOOR ELEVATION (0'-0" DATUM)
STUDIO
ARCHITECTURE+PLANNING
ENGINEERING + SURVEYING
,701 W. GRAN" AVE. SU. D
LAKE ELSINORE, CA 92530
(909) 674--9900
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-1 REINFORCING
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6 BLOCK CORNER
S -V REINFORCING
REINFQRCING \J--1/ IN I CRJGVal IV IV
ROOF FRAMING PLAN �lD
I waw I MAC (off .......... 111
1. TILE ROOF DESIGN LOADS:
A. DEAD LOAD 20 PSF
B. LIVE LOAD = 16 PSF
2. SUB-ROOF/CEILING DESIGN LOADS:
A. DEAD LOAD = 10 PSF
B. LIVE LOAD = 10 PSF
3. ® ROOF ABOVE PROVIDE 2x8 ROOF RAFTERS ® 24" O.C. U.N.O.
W/ 5/8" CDX PLYWOOD OVER.
4. CSD SUB -ROOF PROVIDE 2x8 CEILING JOISTS 0 16" O,C. W/
3/8" CDX PLYWOOD OVER.
5. TRIM OUT ALL MECHANICAL OPENINGS THRU ROOF W/ 2x4 FLAT
BLK'G AND USE SIMPSON "Z24" CLIP EACH END.
6. SIZE OF MEMBERS SHALL BE AS INDICATED ON THE PLANS
UNLESS APPROVED BY BOTH THE ENGINEER AND ARCHITECT IN
WRITING.
7. FOR ANY HOLES DRILLED LARGER THAN 1 1/2"0 OR ANY
NOTCHES IN BEAMS OR JOISTS SHALL BE APPROVED BY THE
ARCHITECT PRIOR TO INSTALLATION.
8. LAG SCREWS SHALL HAVE LEAD HOLES WITH DIAMETERS EQUAL TO
70% OF THOSE OF LAGS, AND THE SAME LENGTH OF LAGS.
9. SUBMIT SHOP DRAWINGS FOR G.L.B.'S TO ENGINEER FOR REVIEW
PRIOR TO FABRICATION.
10. PROVIDE 2 -ROWS OF BOUNDARY NAILING TO MEMBERS DESIGNED
AS A STRUT, AND AT INTERIOR SHEAR WALLS.
11. SEE DETAIL 9/S-1 FOR SUB -ROOF UNBLOCKED DIAPHRAGM
NAILING AND SPECIFICATIONS.
12. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO PS -1-83, AND
SHALL BE IDENTIFIED WITH D,F.P.A. GRADE -TRADE MARK,
13. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQ.
FT., AND SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACE
GRAIN PERPENDICULAR TO JOISTS.
14. ALL WORK SHALL CONFORM TO THE 1994 UNIFORM BUILDING
CODE STANDARDS AND THE REGULATIONS OF THE STATE OF
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE
CODES AND STANDARDS LISTED IN THESE NOTES.
15. THESE NOTES AND SPECIFICATIONS ON THE STRUCTURAL
DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER
SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICT WITH
ANY OTHER SPEC. IMMEDIATELY.
16. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES,SPECIFICATIONS, AND
DETAILS PROVIDED ON S-1 SHEET WHERE NO DETAILS ARE
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
THE PROJECT.
17. ANY CHANGE, MODIFICATION, OR ALTERATION OF THESE PLANS
SHALL BE AT THE SOLE RISK OF THE PERSON CAUSING THE
SAME, AND SHOULD BE REVIEWED BY A LICENSED ARCHITECT FOR
CONFORMITY WITH THESE PLANS.
18. PROVIDE SIMPSON "PC" OR "EPC" POST CAPS 0 ALL POST TO
BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLANS AND
DETAILS.
19. CEILING JOIST SPAN SHALL COMPLY TO TABLE #�S+V-J--3 of
U.B.C.
20. T.O.S. = TOP OF PLYWOOD SHEATHING.
21, T.O.B. = TOP OF BEAM
22. T.O.C. = TOP OF STEEL COLUMN
23. ALL HEIGHTS SHOWN ARE FROM FLOOR ELEVATION (0'-0" DATUM)
STUDIO
ARCHITECTURE+PLANNING
ENGINEERING + SURVEYING
,701 W. GRAN" AVE. SU. D
LAKE ELSINORE, CA 92530
(909) 674--9900
9519\SAN-S4
DWG. N0. 2488
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