HomeMy WebLinkAbout0722.97.5Design Loads:
FLOOR 40 P5F LIVE LOAD
10 P5F DEAD LOAD 5 TAB 25YR SHINSLeS EAVE
1/2' O.S.B. DECK NAILED • CLIPPEp
ROOF 30 P5F LIVE LOAD I � I uj 10 P5F DEAD LOAD RAFTER - - - - - I III
-FOAM TUNNEL • SOFFIT VENTS
Rough Carpentry: / RJO eLOr+N -IN INSULATION
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND 296 CEILI N6 ,JOIST • 16'01C,
ERECT ALL 5TRUCTU4ZAL MEMBERS OF ROUGH CARPENTRY, / 1/2. byZ 1 i I III j Q
FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS DOUBLE 2x4 TOP PLATE GA
SHALL BE PROPERLY PLUMBED, LEVLED, AND BRACED
UNTILL ALL STRUCTURAL CONNECTION5 ARE IN PLACE. — BLOC,KINO i I RIDGE — J
A SUFFICIENT NUMBER OF NAILS, 5CREW5, AND BOLTS
SHALL BE U5ED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION. I
12/12
IX4 CEDER SKIRT BD.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER 1/2" .�SOwT>F SOFFIT W veNrs j S� 4V, j
AND ITS FASTENINGS. I `v i
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JOISTS AND ALL OTHERS: 1x6 CEDER �� O n i w
NO.2 DOUGLA5 FIR LARCH SEAMLESS ALUM. 6. W TER j
OR YELLOW PINE Fb = 1450 pst I — — x °'
w LEAF + � 12/12
FG = 1000 psi HOWE RAP OVER TOP PLATE AND ' ! � I I I �►/
E= 1,160,000 psi UNDER BOTTOM PLATE I I I L I II tiia I ILI Z_
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE - -� BATA INSULATION
I
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO VAFM BARWR w
VEATHER SHALL BE HOLMANIZED PRE55URE TREATED. >
4. ROOF TRU% DESIGN, SPESIFICATION, AND ERECTION I I T Q 2/ 2
PROCEDURE TO BE SUPPLIED BY THE TRU55 MANUFACTURER. _
I I I i
FACE BRICK me TO STRUCTURE
I I I
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES: • 2' EA VIRJ / 2 1 1211 i �+
i to O O �J
Fb = 2800 psi V2. 6ytb. i I I l GABLE _ I c2 h
Fc = 2100 psi 2X4? O4 -S/e' O 16' Oft,
I j
E = 2,000,000 psi I ! I - -- — — — — J Q
Vr INSULATION BD. 0/2' O.9 B
b. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR I I i w EAVE �� b
CORNERS. 2x4 PLATE > v "d�
GABLE — d
B
3/4'0.9 .DEGKIN6 -- EAVE -- - - - -- 111 HOW Man 1. FRAMING OVER GIRDERS AND BEARING PARTITIONS. 43. TJS O INTERVAL SPECIFIleD JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER ON PLAN
BEARING, PROVIDED JOISTS ARE TIED TOGETHER, OR 5GALE: 1 /8" = 1' -0"
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12 '.
8. FLOOR J015TS SHALL BE DOUBLE UNDER EACH / loo
PARALLEL PARTITION. Z
G. BRIDGING. MAXIMUM 5PACING 10'. BRIDGING SHALL
BE CRO5513RIDGIN6 USING IX3 INCH BOARDS OR SOLID / W
BRIDGING OF J015T DIMENSION. SET SOLID BRIDGING ° TIMBERSTRAND RIM BOARD /
IN AN OFFSET FASHION. 2x4 TREATED PLATE W ANCHOR
WALL d PARTITION FRAMING. UNLESS OTHERWI5E ° FORTS. EVERY OR STARTING b' Q
10.
FORM EVERY CORNER v 'Z
5HOM SPACE STUDS 0 16" O /C. DOUBLE STUDS AT S&L 5EALER ' It
OPENiNG5. CONSTRUCT PARTITION CORNERS WITH NO \
LE-55 THAN 3 FULL MEMBERS. WALLS AND BEARING 4' BRICK F,� W
PARTITIONS SHALL HAVE DOUBLE TOP PLATES. •, b R. YR. v4AR DAMP PROOFINS W 9 Q ?
PLATES RESTING ON MA50NRY OR CONCRETE SHALL BE INSULATION / J
ANCHORED WITH BOLTS. W x W CONG. NAIL W lW #45 CONT. \ 0.
11. GLUE 5UB -FLOOR USING RECOMMENDED ADHESIVE, Ut/
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE E06E5, NAIL H/ NOD NAIL5 O IT O/C / —
INULATION DATA �O
12. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS ° KALLS,
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR 104000
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK. ° 06LLATION 50 ftj / W
Tr
13. JOIST HANGERS O ALL FLUSH BEAMS SHALL BE MIN. ° AIR FILM R� `� J `► ,��� .�` � � Q
tb GA. GALV. STEEL, AND PROPERLY 51ZED TO ACCEPT
JOISTS. R� h / 4` .y<."o �Y a \
CELL. INSL. R30
uj
• � /�i - <��T 0+
EXP. ,JOINT
4' CONG. SLAB OVER 6 MIL POLY / \
VAPOR BARIeR
WooD TROD
° 4' 6RANA.AR FILL � 6>
IX KIN'aC U \ n
1 I oz�
° / \
• ° ° 94TERIOR AN EXTERIOR 4' PEW.
FOUNDATION DRAIN
N7 m G= `fit
■ WW MY GRANULAR FILL BACA �+ / ry
16' FOOTnNb W CZ? 845 GOVT.
b
N .9E
J c�
Twro0%'5'A0 SiRSAIF SaVotoon TWF00@80 % � (a(Moon SH(a) Progan °
56ALE: 3/4" = V -0" 56ALE: 3/4" = 1' -0" 5GALE: I" = 30' -O" _o m
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