HomeMy WebLinkAboutPLANS - 12-00306 - 637 Tanglewood Dr - SFRtl'
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FRAMING AND SHEATHING
ALL 2X4 STUDS TO BE MAX. 16 " O,C. 2X6 STUNS TO BE MAX 24" O.C. FLOOR SHEATHING
SHALL BE 3/4" T&cG APA RATED 40/20 OSB SHEATHING NAILED WITH Bd NAILS 6" O.C. AT
ALL PANEL EDGES, SUPPORTED EDGES, AND ALL BLOCKING, USE Ind NAILS 12" O.G. IN
FIELD. NAILS SHALL BE MIN, 1/2" FROM EDGE OF PANEL, LAY SHEATHING LONG
DIMENSIONS PERPENDICULAR WITH JOISTS AND GLUE WITH GLUE CONFORMING TO APA
SPECS. FLOOR JOISTS SHALL BE BLOCKED AT ALL BEARING POINTS. BLOCK ALL HORZ.
EDGES OF WALL SHEATHING WITH 2 X 4 BLOCKING. EXTEND SHEATHING OVER RIM JOIST
AND NAIL TO WALL PLATES ABOVE AND BELOW. OR BREAK UPPER AND LOWER SHEETING
AT MID HEIGHT OF RIM BOARD, EXTEND SHEATHING DOWN TO SILL PLATE AND NAIL PER
SHEAR WALL SCHEDULE.
TYPICAL ROOF SHEATHING SHALL BE 7/16" RATED OSB SHEATHING MAILED WITH 8d NAILS
6" O.C. AT PANEL EDGES, SUPPORTED EDGES, AND ALL BLOCKING WITH 8d NAIL'S, 12" O.C.
ALONG INTERMEDIATE FRAMING MEMBERS. UNLESS OTHERWISE NOTED USE 2:2X10 WITH
PLY FILLER FOR BEARING HEADER. NOTE: FOR ROOF SNOW LOADS OVER 40 PSF USE 5/8a1
OSB
EXCEPT WHERE OTHERWISE NOTED, CONNECT ALL WOOD TO CONCRETE, WOOD TO STEEL
AND WOOD TO WOOD (EXCEPT STUD TO PLATE) WITH SIMPSON METAL CONNECTORS, SOLID
2' NOMINAL BLOCKING SHALL BE PROVIDED AT ENDS OR POINTS OF SUPPORT OF ALL
WOOD JOISTS AND TRUSSES. INSTALL JOIST, RAFTER, AND BEAM HANGERS & POST CAPS
PER MANUFACTURES SPECIFICATIONS.
MINIMUM NAILING SHALL BE AS PER SHEAR WALL SCHEDULE. STAPLES CAN BE
SUBSTITUTED FOR NAILS AT HALF SPACING. PROVIDE SOLID BEARING THROUGH FLOOR
SYSTEMS AND POSTS DOWN TO CONC. FTG.
CONTRACTOR AND ALL SUB — CONTRACTORS SHALL FOLLOW ALL STANDARD BUILDING CODES,
PRACTICES, AND REQUIREMENTS AS LISTED IN THE 2009 IRC.
USE BALLOON FRAMING METHOD TO CONNECT FLOOR SYSTEMS IN SPLIT LEVEL DESIGNS.
USE DOUBLE FLOOR JOIST UNDER EA. END OF SHEAR ',WALLS OVER CANT. FLOOR SECTIONS.
INSTALL JOIST AND RAFTER HANGERS AS PER MANUFACTURERS SPECIFICATIONS. UNLESS
OTHERWISE NOTED CONNECT ALL HEADER TO STUD /POST, POST TO FLOOR, BEAM TO BEAM,
RAFTER TO WALL OR TRUSS, ETC. WITH APPROPRIATE METAL CONNECTORS.
USE SIMPSON A35 TIES ON EACH
CANT JOISTS TO BEARING "FALL
PLATE. INSTALL JOIST HANGERS AS
PER MANUFACTURE SPECIFICATIONS.
DOUBLE CANT. JOIST UNDER WINDOW
AND DOOR TRIMMERS. INSTALL WEBSTIFFENERSASPERMANUFACTURE
SPECS.
Fl&C)
owjD
cimin
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SHEAR WALL NOTES
ALL EXTERIOR WALLS AND VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED
NTH 7/1'6' APA RATED 24/0 OR BETTER STRUCTURAL WOOD PANELS. BLOCK ALL HORZ
EDGES WITH 2" NOM. OR WIDER. 2" OR WIDER FRAMING AT ADJOINING PANEL EDGES
AND NAILS SHALL BE STAGGERED WHERE 10d NAIL'S ARE SPACED 3" O.C. OR LESS.
SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER
EXT. WALLS. NAILS SHALL BE PLACED NOT LESS THAN 1/2" FROM EDGE OF PANEL
AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING.
EXTEND SHEATHING OVER RIM AND NAIL TO RIM AND !MALL PLATES 4" O.C.
SHEAR WALL SCHEDULE
TYPE SHEETING NAIL EDGE FIELD
TYPICAL _7/_16 °--ONE SIDE. 8d 6" O.C. 12' O.C.
SW -1 7/16 ONE 'SIDE 8d 4' O.C. 12" O.C.
SNP' -2 7'16`" ONE SIDE 8d 3" O.C. 12' O.C.
SNP- -3 7/16" ONE SIDE 8d 2" O.C. 12' O.C.
NOTE: 16 GAUGE STAPLES MAY BE SUBSTITUTED FOR Pd NAILS AT 1/2 SPACING ON
TYPICAL AND SW -1. SW-2 AND SW -3 REQUIRE 3X OR (2) 2X EDGE MEMBERS.
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TRUSS/ ORDER CONNECTION
USEWP50NH1 OR EQUIV. TIES EACH ENDOF EA.
TRUSS. INSTALL RAFTER HANGERS EA. EN0 OF EA.
RAFTER ASPER )AANUFACTURE SPECS. INSTALL
SOM BLOCKING BETWEEN TRUSSESALONG BEARING
WALL& INSTALLH16 -2 OR EQMV. STRAPS, TOEA.
ENDGIRDERS IF UPLIFTLESSTHAN 1265LBS.
INSTALL VGTOREWIV. STRAPS TO EA. END
GIRDERSIF UPLIFTLESSTHAN 4940 LBS.
HEADER TRIMMER CONNECTION
FOR HEADERS LESS THAN 5 LONG
NAIL TO KING STUD USING (6)16d NAILS
FOR HEADERS 5- B-6' LONG
INSTALL TWO AGE EA. ENDOR 12 LONGCS16
STRAP
USE (2) TRIERS
FOR HERDERS T -1 LONG
INSTALL TWO SMEA. END
USE (2) TMMERS
INSTALL VST4B THROUGH FLOORDIAPHRAGMIF
APPLICABLE
INSTALLSTHDB OR HTT22 OR HDO TO
CONCRETE OR NAILPOST TO MlALL
SHEATHING
92
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SIMPSON CONNECTOR
SEE PLAN)
POST
SIMPSON CONNECTOR
SEE PLAN) 12' ROUND
CONCRETE COLUMN
7 4 BARS STIRRUPS
12" O.C. W/ (2)
STIRRUPS @ 3 O,C,
WITHIN 3' OF THE
TOP AND BOTTOM
4)- #4 BARS VERT.
j
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j
SPOT FOOTING (SEE
LAJLLJ MI I FOOTING SCHEDULE)
I I III fill
BEARING WALLS TO BE
Col"N'STRUCTED AS FOLLOWS:
HEIGHT STUD FRAMING
0' TO
101
2x4
I
s @ 16"oc.
10' TO 12 2>:4s @ 12"o.c.
PL 3/4" X 12" X 12" W/
II
4-5/8," X 2" A325 BOLTS64) ' X
14' TO 16' 2x6 s @ 12"o.c.
161
TO 2 0' 2-xo LSL's @ I 2"o.c.
WALLS TALLER THAN 20) AND/OR
OPENINGS GREATER THAN 6' WIDE
TO BE SPECIFIED BY ENGINEER
USE DBL KING STUDS ON ALL WALLS
10' HIGH, USE 2X6 STUDS FOR ALL
WALLS SUPPORTING OVER TWO LOADS
TYP
BTU D N El GH T SIDE
NO SCALE
3/4" PLYWOOD
8 d NAILS @ 4" O.C.
FLOOR SHEATHING
FLOOR JOIST SEE PLAN
BLOCKING W/ 10d @ 6" O.C.
TO WALL TOP PLATE
AS REQ. BY MANLIF.
J NAILS @ EA JOIST
SB
FUDS @ 16" O.C.
STEEL COLUMN 114"V
2X STUDS
SEE PLAN
1/2" BOLTS 924" O.C. STAGGERED
H
I-BEAM
4 BARS AS PER PLAN
PL 3/4" X 12" X 12" W/
II
4-5/8," X 2" A325 BOLTS64) ' X 71,17TE) ','-H L-T-S, b W
FINISH GRADE 1/2- EXPANSION
Y_
12" X12" X3/4" PLATE
MATERIAL TYP.
CONC. SLAB
CONCRETE FOOTING
1>
V
1> J)
COLUMN
I T r
SEE FOOTING
4" GRAVEL
SCHEDULE FOR
VAPOR BARRIER
SIZE AND REINFORCING
1>
NO SCALE
SOLID RIM BOARD
I--- 2X MEMBER
Provide minimum 1' -
end distance
Equal, number of-
specified nails in
CLEAR
SPAN
K 6" LAG
16' O.C.
GRAVEL
NATIVE SOIL----
a BEANI[' , GWALL
N
2x BRIDGE PLATE w/
SHAPED PLATE w/
2) 16D NAILS PER
TRUSS
ROOF SHEATHING OVER:
RIDGE BEAM OR RAFTER
2x VERTICAL STRUT
@ 48" 0. C. wl
2) 16D NAILS
NAIL STRUT TO LEDGER
w/ 16D @ 12" O.C.
2x BRIDGE PLATE
OVER TRUSS TOP w/
2) 16D NAILS PER
TRUSS &
4) 16D TOENAILS
STRUT /LEDGER TO
BRIDGE
2X4 STUDS @
16" O.C.
8" CONT. SHOVEL FOOTING
EE PLAN FOR WIDTH
2) #4 CONT.
4" CONIC SLAB
1/2 ", X 10' J-BOLTS
4-1/2" X 2" BOLTS EA. SIDE
2X STUDS
1/2" BOLTS 924" O.C. STAGGERED
H
I-BEAM
4 BARS AS PER PLAN I FOUND. SILL PLATE
CONNECTION SEE
4-5/8," X 2" A325 BOLTS
MR0
SHEAR WALL SCHED.
FINISH GRADE 1/2- EXPANSION
12" X12" X3/4" PLATE
MATERIAL TYP.
CONC. SLAB
CONCRETE FOOTING
1> SEE PLAN
COLUMN
I T r
4" GRAVEL
1 4 VAPOR BARRIER
HORZ REBAR AS PER PLAN
Ii ra - VERT BARS AS PER PLAN
ALTERNATE HOOKS
2) #4 CONT
20" X 1/2" PLATE EA. SIDE
4-1/2" X 2" BOLTS EA. SIDE 2X PLANK BOLT TO I-BEAM
1/2" BOLTS 924" O.C. STAGGERED
H
I-BEAM
ADDITIONAL REINF.
STEEL PLATE
ADDITIONAL FTG.
4-5/8," X 2" A325 BOLTS
MR0
STEEL COLUMN AS PER PLAN
6" X 1/2" TITEN HID BOLTS
12" X12" X3/4" PLATE
CONCRETE FOOTING
SEE SCHEDULE
I -BE COLUMN
I T r
NO SCALE
00 PSI CONCRETE FOUNDATION SCHEDULE 60,000 PSI STEEL: i
H ADDITIONAL REINF. ADDITIONAL FTG. MR0 FOR OPENINGS
If Will 0*1 SIZE AND REINF.
ate
NOW
N
NOTES:
1. REBAR To BE PLACED IN THE CENTER OF THE WALL AND EXTEND FROM THE FOOTING TO WITHIN r OF THE TOPOF THE WALL.
2. FOOTING DOWELS SHALL EXTEND 24' INTO THE FOUNDATION AND MATCH VERTICAL STEEL
1 E BAR SHALL BE LOCATED: IN THE TOP 3' AND ONE BAR IN THE BOTTOM Y OF THE FOUNDATION WALL. THE REMAINING EQUALLY SPACED BETWEEII4BARSSHALLBEPLACEDWITHINrOFTHEOPENINGANDEXTEND24BEYONDTHEEDGEOFTHEOPENING. ANCHOR BOLTSSHALL BE 1/2- DIA. x 10' EMBEDDED INTO CONCRETE 7' 0 36* O.C.. (MIN. OF 2 PER WALL SEGMENT) FOR 8-TORSHORTERFOUNDATIONS; 5/8- X 12" ANCFM BOLTSARE REQUIRED FOR OUNDATION WALLS AND TALLER
6. ALL FOUNDATIONSTEPS SHALL BE 2'-0" MINIMUM.
7. TABLE BASED ON 35PSF EFP SOIL IF HORIZONTAL SOIL PRESSUREEXCEEDS WSF FURTHER DESIGN ISREQUIRED
FEC UC ;; DATION WALL REI.NFORCEMENT
NO SCALE
BRICK VENEER
SIDE VIEWinGARAGE
WING WALL
FRONT VIEW
GARAGE
1gQNCXE-TE Sy A
7ANOTCHEDFOUiFD;M—ON '7
V each end Simpson Strong-Tie NATIVE OR COMPACTEDCSI6GRADE
GARAGE SLAB TO
rT-Y -P",, TYP .1C AL C S1 DE TA I L rTY p' S TU D FALL STEM WALL (T-Y-P)
FOUNDAT1.0N CONN.EC.TION.
TYP
C/71
j
Df
ctf
S4
2 x 4 STUDS @ 16" O.C.
Z7/16" OSB SEE SHEAR WALL NOTES
16 d NAILS @ 6" O.C_ STAGGERED
8 1 NAILS 0 6" O.C.
FLOOR SHEATHING
FLOOR JOIST
BLOCKING W/ 8d @ 6" O.C.
TO WALL TOP PLATE
AS REQ. BY MANLIF.
A35 EA. JOIST
2) 10 d NAILS @ EA JOIST
1/2" OSB
2 x STUDS
W=
SHEAR WALL SHEATHING
NOTES EXTEND CONT.
4. TO ROOF
ONT, SILL PLATE SEE
R WALL NOTES FOR
DR BOLTS
8" FND. WALL TYPICAL
10" FOR 2 X 6 FRAMING W1
BRICK VENEER
4 DOWELS AS PER PLAN
PER PLAN
L ON WALLUNITTTI
NO
SHEAR WALL SHTG. CONT. TO RCOF
LOW ROOF
8d @ 4" O.C. PLYWD. TO 2x10
2X4 BLOCKING W/8D NAILS
@4" O. C.
2x10 CONT. W/4 16d @ EA STUD
16d @ 6" O,C, BLOCKING
OF RAFTERS SEE PLAN
SIMPSON LS70 EA. RAFTER
ONT. SHEAR WALL SHTG.
eTYP LOW ROOF/SHEAR WALL
NO SCALE
NOTE: SEE SHEATHING NOTES FOR
SHEAR WALLS SHEATHING NOT SHOWN
01411111111111110
WOOD JOISTS - (SEE PLAN)
W/(4) 10d @ EA. BEARING POINT
SOLID WOOD BLOCKIN'G BETYFE-EN
JOISTS W/(2) 8d @ 6" O.C.
AS REQ. BY MANUF.
2 x CONT. SILL PLATE (SEE
SHEAR NOTES FOR A.B.)
CONCRETE FOUNDATION
DOUBLE TOP PLATE STAGGER ALL LAPS
4'-0" MIN. NAIL CONT W/ 16d @ 8" O.C.
TYP WOOD JOIST FRAMINGD
NO SCALE
2) 5/8" X 3"
A325 BOLTS -
2X FURRING
STRIPS -
TYP vvu
NO SCALE
v QT"r)Q ra-, ir," O.C. (TVD)
SHEAR WALL SHEATHING EXTENDS CONT.
TO TOP OF WALL (SEE SHEAR WALL NOTES)
16d @ 6" O.C.
WOOD JOIST (SEE PLAN). WEB FILLER REQ
AT BLOCKING LOCATIONS
SIMPSON A-35 BLOCKING TO SILL PLATE
@ 32" O.C. OR LAP SHEATHING DOWN TO SI
SOLID BLOCK TWO BAYS
@ 24" O.C. W/ 10d NAILS
@ 4" O.C. PLYWD. TO BLOCKING
2 x CONT. SILL PLATE
SEE SHEAR WALL NOTES)
2" X 10" J-BOLTS @ 32" O.C.
SE 5/8" X 12" BOLT THROUGH
r)TW PLATES FOR DOUBLEE D1 ATE
TRIPLE PLATES NOT ALLOWED!!
NOTE: USE 5/8" J-BOLTS FOR H > 8'-0"
SOLID BLOCKING
VENT EVERY FOURTH BLOCK
ROOF TRUSS SEE ROOF
FRAMING PLAN GUSSET
PLATE NOT SHOWN FOR
CLARITY
DOUBLE TOP PLATE
STUD WALL
TYP
TRUSS BLOCKING DETAIL
NO SCALE
BRICK VENEER ATTACH TO
FRAMING W/22 GA. 16" CC
ONE PER TWO SQ. FT. MAX
USE 9 GA. WIRE JOINT REINF.
BEAM, SEE PLAN
4 L 6" x 3 1/2" x 5/16" x CONT.
W/ 1/2"6 BOLTS @ 24" O.C.
BRICK VENEER CONNECTION
PTYE NO SCALE
FTG v /
DEP1 W1.5x D'
A 3, MIN
7 F) I
Na SCALE
00t
2) # 5 DIAGONAL
IN FL WALL
CONT.
TOP
PLATE
4-1
BUILT-UP 2x HEADER TIMBER,
MICRO-LAM OR GLU-LAM
BEAM SEE PLAN
SIMPSON ACE4 OR 12" CS16 OR EQUAL BOTH
SIDES - TYP. 0 EXT. WALL HEADERS
W1 SPAN > 6'
STUD WALL W/ 2-STUD MIN.
UNDER HEADER
HEADER DETAIL
NO SCALE
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CC
0
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