HomeMy WebLinkAbout1438.97.4Design Loads:
FLOOR 40 PSF L NE LOAD
10 PSF DEAD LOAD
ROOT= 30 PSF LIVE LOAD
i0 PSF DEAD LOAD
Roucgh Garpentrlj:
1. THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FPA',-lIN&, SHEATHING, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERL r' PLUMBED, LEVLED, AND BRACED
UNTILL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A Si)FFIGiENT NUMBER OF NAILS, 5GREV45, AND BOLTS
SHALL BE USED TO INSURE THE 8161 DI TY OF THE
CONSTRUE TI ON.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHERS;
NO.2 DOUGLAS FIR LARCH
OR YELLOW PINE Fb = 145�) psi
Fc = 1000 psi
E = 1,160,000 psi
3 ALL FIRST FLOOR SILL PLATES, DRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO
WEATHER SHALL BE b'OL"ANIZED PRE55URE TREATED.
4, ROOF TRU55 DE51GN, SPESIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER,
5, MIGRO -LAM BEAM STRUCTURAL PROPERTIES:
Fb = 200 pal
Fc = 2-700 p5I
E = 2,000,000 psi
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
l- FRAMING OVER GIRDERS AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOC ETHER OVER THE CENTER
BEARING. PROVIDED JOISTS ARE TIED TOGETHER, ?R
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
r1;Nir1f�M LAP, 4 INCHES; MAx. OVERHANG, 12 ".
8. FLOOR JOISTS =HALL BE DOUBLE UNDER EACH
PARALLEL PART
q. BRIDGING. MAXIMUM ,PACINv i,?'. BRIDGING SHALL
BE GRO555R!PCIN6 USING 3 INCH B+?ArPDS OR 5OL'D
BRIDGING CF JOIST Plr- EN510N. SET SOLID BRiD;IN6
ltr AN OFFSET FASHION.
10. WALL d PARTITION FRAMING_ UNLESS OTHERNI,E
SHOWN ,PACE 5Tl)D5 ® 16" O/G. DOUBLE STUDS AT
OPENINGS. CONSTRUCT CORNERS KITH NO
LESS THAN 3 FULL- MEMBER -S. KALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OR ONGRETE SHALL BE
ANCHORED KITH Ek:'LTS.
II. GLUE SUB -FLOOR U51NG REGCMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAr -tlNG AND ALONG PANEL
&ROVE EDGES, NA'�L 1"1/ ICD NAILS @ 12" O/G
12. PROVIDE NAILER,, NAILING 5TRP5, AND GROUNDS
AS NECESSARY AND R!61DL7' SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. JOIST HANGERS t9 ALL FLUSH BEAMS SHALL BE MIN.
ib &A GAL` ✓. STEEL AND PROPERLY SIZED 70 ACCEPT
GABLE END U U (UDuo �( U II tc)lH
SGALE: i/8"
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