HomeMy WebLinkAbout2769-284' PLYWOOD ROOF SHEATH
(STRUGT 1)
W/ 10d • 6500 BN. 4 EN.
Wd • 12'00 FN,
15LOCK ALL EDGES
TYP AT SLOPE ROOF
NfEGHANICAL. ROOF MOUNTED EQUIPMENT, (WHERE
APPLICABLE) SEE ARCHITECTURAL. AND MECHANICAL
DRAWINGS.
2. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORIwx AND
LATERAL 13RACINGS FOR ALL FRAMING ERECTION TO RESIST
ALL EXTERNAL LOADS FOR SAFETY.
3. FOR ROOF OPENINGS SEE DETAIL 1
St.l
4. STRUCTURAL PLYWOOD SHEATHING SHALL. CONFORM TO PS 1
83 AND SHALL BE IDENTIFIED WITH AN A.P.A.
TRADEMARK
5. EACH SHEET OF PLYWOOD SHALL HAVE A MINIMUM OF EIGHT
(8) SQUARE FEET AND SHALL EXTEND TO THREE (3)
BEARING MINIMUM WITH FACEGRAIN PERPENDICULAR TO
SUPPORTING MEMBERS.
6. PROVIDE BOUNDARY NAILING AT SEAMS, STRUTS, LEDGERS,
WALL PLATES, BLOCKINGS, PERIMETER MEMBERS, AND
EDGES OF OPENINGS.
i. FOR HORIZONTAL DRAPHAGM, SEE DETAIL 9
St.t
8. PROVIDE @SIMPSON, ST6236 AT TOP PLATE AND LEDGER
SPLICE TYP U.N.O. SEE DETAIL
St.l Sl.l
S. PROVIDE DOUBLE RAFTERS OR JOIST AT MECHANICAL EQUIPMENT
SUPPORTS AT ROOF SEE PLAN SHEET 6-3
10. FOR WALL OPENING FRAMING AND HEADER SCHEDULE
SEE DETAIL 10
SL1
11. FOR VERTICAL SHEAR WALL TYPICAL DETAIL SEE 8
St.l
12. SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT
SIZE AND LOCATIONS. COORDINATE WITH MECHANICAL CONTRACTOR
FOR EXACT UNIT SIZE, FOR CURB LOCATION AND ROOF
OPENING SIZES AND LOCATIONS. FOR ROOF OPENING FOR
ARCHITECTURAL PURPOSE SEE ARCHITECTURAL DRAWINGS.
13. PROVIDE DOUBLE RAFTERS AT EACH SIDE OF SOFFIT LINE
SEE DETAIL 1 TYPICAL
-6
14. FOR NON-BEARIWS WALL CONSTRUCTION SEE DETAILS 55 t
15. SUBMIT ROOF TRUSS PLANS AND TRUSS CALCULATION To THE
EW-SINEER OF RECORD AND THE BUILDIWs DEPARTMENT FOR APPROVAL
PRIOR TO FABRICATION.
NORTH
LOW SLOPE ROOF FRAMING PLAN
2
2X8 15LOCKING W/
2X8 • 16'OC SIMPSON 'A35'A5LK
2X6 REDWOOD 2X6 REDWOOD
TRIM AND SHAPE 2X6 l
AS REQUIRED D� b'OC W! TRIM AND SHAPE
•
2-16d/JOIST 2-16d EACH AS REQUIRED END 6X BEAM
N 2X8 •16'00 -I 3-16dN2X8 BLOCKING W/ OIST SEE PLAN
SIMPSON 'A35'4 3LOCK
2X8 • 16100 N
2-2X6 PLATES IMPSON 'A35'
EN.
AT EACH JOIST
2X6 BLOCKING
2X8 CJ. • 16'00
2>e& CJ_ • 1+5100 -' II i
\-2X4 • 16'OC W! WHERE OCCURS **0C -2X6 • 'OC �--2x6 BLocK.ING
�;
SIMPSON 'U' SEE PLAN—
HANGER EA END
2X6 BLOCKING 1610c
2X4 CONT W/ 2-I6a•
2-16d/STUD 2X4 • 16'00 2X4 16'00L. SEAMX12 FASCIA
SIMPSON 'U' HGR
HEADER SIMPSON '' NGR SEE PLAN
U
HEADER WHERE OCCURS SEE PLAN FOR REMAINDER 2X12 FASCIA
SEE PLANWOOD SHEATHING SEE PLAN AND DET 10 2X6 BLOCKING SEE DET 3 2X4 • 1610C W/
51.1
2X6 STUDS • 16500 2-16d EACH END
2X6 BLOCKING
FOR REMAINDER
SEE DET
(�)
3/4' 1'-0' 3 3/4' 11-01 3/4' - I' -m' 5 V 3/4' = 1'-0' 7
�03
Virginia Dore Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91730-3754
tel: 909 987 0909
fax; 909 980 9980
CONSULTANT
d K.B. LEUNG & ASSOCIATES
c STRUCTURAL ENGIIOMRS
9320 SASEUNE ROAD. SUITE D
ALTA LOMA, CA 91701
(909) 944 — 0029
(909) 944 — 7983 FAX
A ODDli\/Cf1
i Iry vL_L.�
Q�OfESS/pN
8AN 4 `may
� •ti. tic �,
c> en
No. 1 r'+
°G
Exp. 6-30-01 '0
it T9FTRuclx)
OF cm -N,
APPROVED
� U�1 A;,
JUL: &.0 2002.
APPROVED�.�---%% ....
* LARRY-WOLFF
C-9784 Q s
�p h. Ilk 01/31/40 �0�=
OF
NOI DATE BY IREMARKS
LOW SLOPE
ROOF FRAMING
LAN & DETAILS
DRAWN Jw
CHECKED KBL
DATE AUGUST 1999
SCALE AS NOTED
JOB NO. 98-01-04