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11 qW,11 �x It ID) - (t if
HEADER 5UPPORT5 (2x4)
21'-Oo (1) KING STUD * (1) TRIMMER L=21-0 MAX OPENING DESIGN LOADS
2 l'- 0' (2) KING STUD t (1) TRIMMER L=5'-7- MAX OPENING
14'-0' 3'-0' 4'-0- 1� 0 G. GROUP�� 1D. Design Loads
(3) KING STUD t (3) TRIMMER L=71-5" MAX OPENING Roof
14' 0' 3'-0" 4 -0. DL.= 11 psf
— HEADER SIZE L L. = 16 psf
HD2A HD2A i i 2-2X8 # 2 DF 102 INCHES OPENING
HD2A k. %-ODE wind: 17.3 psf 70 MPH Exp. "C"
-zX6 # 2 DF 72 INCHES OPENING seismic zone: 4{more than 15 km from any known fault
HD2A ----------- ------- -------- -1- 3.5x1 1,875 PARALLAM BEAM 2D. Design loads shall be consistent with those established for
4-------- ---- T� LLIOD ZON M X
OVER THE OPENINGS BEAM TO BE 2.OE f =20000 P51 permanent buildings within a specific local area.
LEGEND I
I:n THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS: 0
IF, REaD YES 0 GFI
HD2A SHEARWALL ot) ZONE CE91- 1_
0, --- REQUIREMENTS
TIE - DOWN LOCATION Cn 2x4 UTICJ
r- I-- YES 0 IR. All work shall conform to UBC 1997 and/or local building codes. �
0
HIJi2A 0 D<I WINDOW SILLS (2x4) 2R. Foundation system shall be compatible with local soil conditions and
SHEARWALL TYPE SEE SHT Si' ch�
0 1 0 /8 0 A.B. @ 48" O.C. YES STEP WHERE\\\ (1) L=G-O"MAX 146- MIN LAP I is subject to inspection and approval by local building department. I-__
S-2 FOR REQUIREMENTS - i's3mNT BARRIF-A @ ROOF IWI (20) 1 GJ I Cn
REQUIRED 3R. All footings shall rest 12 in. min, below natural g
Cn (2) L=7'-O"MAX . rode and finished
WITH 2"X2"X,3/16" WASHE TOP PLATE 5PLICE (TYP) grade the frost line. All footings shall rest on firm, undisturbed
J�X F_ MIN Of #2 DF (2X4)
0E�MALDEV.FEF soil. Where frost line deeth may present a problem, owner shall consult
with local building depar ment for recommendations as to required
CD i rl 0
F— YES
depth of footing. 12
j�QOL DISTRICT
C) SIC' OORAOMAM-21"'Re 4 OR 5 4R. Where termite hazard exists treat soil at ground contact points,
<--Bj mom
-1 CD inside and outside foundation.
01 5/8' TYPE 'X' GYP BD 2X RIDGE BOARD 11R. NOT USED rr,
CLA55 A ASPHALT 0
0 W/6c[ @ 4'0/C FN, G F I
BLOCK ALL EDGES, SHINGLE ROOFING 12R. If an attempt is made to use these plans for any reason other than Lt-
HD2A 0 COVER ENTIRE WALL 2x RAFTER specified, these plans will be void and the engineering, stamp and LLJ
M
------------- -------------------------
4" CONC. PUR SLAB > \ signature will be withdrawn.
WALL & PENETRATIOS NEXT TO 2X RIDGE 11OAfRD CIA55 A ASPHALT 14R. Contractor shall verify all requirements, material specifications, conditions
SHINGLE ROOFING
P
2x P
5
W/ #3 @ 18" O.C. BOTH Z and dimensions shown on plans against actual job site, floor plan and
y (T) HOUSE TO BE 1 HR, CONSTRUCTION
SIDES manufacturer's requirements to check for any required tolerances for
C:) WITH 5/8 TYPE X GYPSUM foundation layouts, such as, gap at mod -lines. Notify Engineer of the
J 8ol COOLER NAIL 4' 0,C,, BLOCK ALL CD following: abnormal conditions, deficiencies discrepancies, clarification,
5/8 GYPSUM misunderstandings typos, items missing from drawings, missing
-APPROVED no%smistakes
IS f
r 1. i I EDGES, DOOR TO BE 30'x8' SOLID UNDER EXT. 5/8"TYPEWGYP. CONT, EXT. reference, details 'Or before mistakes,
nB CORE WOOD 1 3/8' THICK TIGHT FITTING sF_c-rfnNAL RnLLUP-,-_ 51DING FOR FROM BTM, PLT. TO ROOF HDR, 4XG 51DING 15R. Items not covered here must be checked according to the
6" CONIC. CURB TYP. C DOOR SOFFIT SHEATHING (SEE FLOOR PLAN) #2 D.F. MAX latest code or local building code.
K_0'� - V I DOOR W/ SELF CLOSURE ELECTRI
36"x36"x`12" FOOTING HD2A 7_�_ ------------------------------------ F - OPENING 4'-3" 0
I�Jo LL L HD2A THE GARAGE MAY NOT BLOCK --------------------------------------- Z�� X1 18R. Required dimensions for foundation layout to be based on specific —
(WITH 4-#4 REBAR A� A - ANY EGRESS DOOR OR WINDOW floor plan. 1_
HD5A C HD5A HD5A HD5A 15 2X4 STUDS 2x4 5TUD5J
BOTH DIRECTIONS) OF THE HOUSE ID.F. @I G' O/C #2 D.F,@ MATERIALS AND SPECIFICATIONS C:�
@ I G. 0/c 1-
2'-6" 16'-0' 21-6" .,%� . 1M. Minimum concrete f'c=2500psi @ 28 days. 0
161-01 17 2M. Bolts and nuts to be ASTM A307. C-)
2'-6# 2 IS 3M. Welding electrides to be E70XX
4M. Reinforcement to be ASTM A615, fy--40 or 60 KSL
5M. Masonry units to conform to ASTM C-90. C/)
it FOUNDATION PLAN FLOOR PLAN TYPICAL CROSS SECTION A -A 6M. All materials sizes, grades and construction details should be
verified to meet job condition. 0
ASSUMPTIONS
3A. Design soil bearing pressure value for non -expansive soil is 1000 psf for LIJ
dead load plus live load. Foundation details shown are based on minimum >
7/16 OSB WITH 8d
NAIL 6 & 12" OC
'-F
F-F
11
11
11
- ----- ----
F_
2x10 RIDGE BOARD
local enforcement
aency due to uecial soil an or site co Mons papproresen
00
4A, Maximumsidewa I height shall be 8'-0"..
5A. Maximum vertical overall height slia-11 be !_'-O-
6A. Roof pitch = 5:12 maximum.
11A. These plans are the property of buildup <
and are provided as a means of service. Build up
21 X22 <_5TUCC0 WEPJOP FRONT VIEW
2x6 RAFTER TIES TO MATCH HOU5E BACK VIEW ELEVATION will not inspect the installed foundation system. The
16" O.C, TYP PROPOSED ELEVATION owner of this building agrees to release Build up t
WOOD TRIM TO MATCH FRONT for any damages resulting from improper installation.
DIMEN510NAL FRONT ELEVATION
GARAGE ASPHALT SHINGLE These notes shall apply unless otherwise noted on plan. >
OVERHANG TO TO MATCH HOU5E 1. This garage shall be used only with Home located
MATCH HOUSE as shown on title block.
2. Anchor bolts & Post Bases shall be accurately located
� + and tied in place prior to pouring of concrete �
3. Reinforcing steel shall be ASTM A-615 grade 40.
CD EYE-3 4. NOT USED
5, An Adjacent Garage wall closer than 6'-0" to a mobile home <
......... shall be of one- hour fire resistive construction. A minimum of
0i
d
3 ft. Separation shall be maintained if unprotected openings
occur in home wall adjacent to garage. Garage shall be
3 ft. minimum from any lot line which does not border on a
2X RAFTER O,C, RIGHT VIEW roadway.
LEFT VIEW ELEVATION ELEVATION 6. Each garage shall bear a 3:' x 1 1/2" minimum identification 0
TYP #2 DF
CLASS "A" Label stating the manufactures name, standard plan approval
number anthedesign loads.
21'-0' OVER THE OPENINGS BEAM
1`4" 21'-00
TO BE 2.0E & F, =29000 PSI
ALLOWABLE SPANS FOR DF#2
(DF-LARCH)
1RO&,'RAFTERS
�Lm#� DEAD LOAD (UP TO 10 PSF)
MAX. FLOORING LOAD- I,5PSF (CARPET OR VINYL)
LIVE LOAD, 40 PSF
JOIST -;SIZE
SPACING
ALLOWABLE SPAN
24'
81-2.
2K6
16'
91-9.
12,
101-91
24'
101-2.
16'
12-7'
12,
14-2.
24'
12'-B'
2X10
16
150'
12:
174'
24'
14'-4'
2x12
16,
18-01
12,
201-61
A
ALLOWABLE SPANS
ALLOWABLE SPANS FOR
7. All lumber & plywood shown as preservative treated kF. I)
DF #2 CEILING JO1 IST (DF-LARCH)
DF#1 HEADERS (DF-LARCH)
shall be pressure treated ion accordance with the American
T D
LIGHDEAD LOAD5 PSF/
10 PSF
MAX.FLOOR DEAD LOADI15 PSF
wood Preservative Bureau Standard A.WP.B.-FDN for use in
LIVE LOAD:
ground contact, and shall be stamped as such by an approved
0
SIZE
JOIST SIZEI
SPACING
I05ILLOWABLE SPA
SPAN BEAM
agency in accordance ivith I.C.B.O. research report #AA-517..
--I-
UP TO 40' 4x4
24'
910'
Where lumber is cut after treatment, the cut surface shall
Q__
41-11 TO G'-Q1
2x4
16'
111-31
be brushed coated with not less than 3% solution of the same
61' TO 8'-0' 4x8
12,
12'-5'
1 1 81-11 TO 101-01 4-10 JI
Dreservative used in the original treatment. The solution
(n
2x6 shall be delivered to the field in properly indentified containers <
12, 19'-6'
1 �A, is-01 with no dilution permitted. Altenate treatment for cut
16 23-4' surface shall be field treated in conformance with A.W.P.A.
2x8 12' 251-81 standard M4-80 using a 5% solution of pentachlorophenal,
12, copper napthente containing a minimum of 2% copper metal, LJJ
2x10 a 3% solution of ACA, CCA types A, B or C or a 5% solution (J-)
sorap or ACC, or creasote in conformance with A.W.P.A. ::D
standard M4-80 paragraph 1-511. 1 1
M
TYPICAL CABLE ROOF FRAMING ROOF PLAN ELEVATIONS GENERAL NOTES 0
4 5 6 7
EMBED LINE 0
2x BLOCK BETWEEN 50'-8' M 1A ow A*
MAX (YHANG OUTLOOKER5 \ 0
11-4- F 51MP50N H2.5 I t�l M
SIMP50N H2,5 EVERY OUTLOOKER 5- N
SIMPSON EVERY OTHER RAFTER
ST22 AT 2X4 STUD D,f. OR TRU55 I
2x RIDGE BOARD HF #2 2x OUTLOOKEP
MIN, OF ONE SIZE 4 8' 0, C, TRIM EN J015T HANGER ROOF SHEATHING
v��4 , . �,` t - 4
BIGGER THAN RAFTER 2x Df #2 RAFTER OR % .4
DOUBLE 2x RAFTER TF055 BY OTHERS SEE ROOF FRAMING 2X8 REQUIRED
PAC '12 D.F..13 I"X3,25" 4
IA 2 FED NAIL @ G' O.C. 3" MIN.
N 16-0/C NOTCH EDGE NAIL 5" MAX.
SOFFIT MATE A G-51MP50N A35 FRAMING 2x BLOCK W1 CONNECT THE SST828 711
4
2x RAFTER (2) 1 Gd PEP, RAFTER OR REBAR ANCHORS @ S.W. PANEL BLK (TYP) <—#4 AR
SEE ROOF 8d NAIL 8" C. @ 24- O.C. CEILING JOIST
---AS REQUIRED
FRAMING (3) 16d TOE NAIL 2x (5) 5'a TYP EA. TO TOP PLATES 4 FOR SSTB
A, RAFTER EXT. 51D) G GABLE END FRAMING END (BOX NAIL) WITH 4- 1 Gd
TO RE51 2x4 @ I G"O/C TRIM 4
:
TO RIDGE BEAM SHEAR LL k 2X8 2x TRIM COMMON NAILS �. ) °
RACKI OR, FACIA EXT. 51DING 4
SEE FL OR PLAN SEE FLOOR PLAN CC)
SEE FLOOR PLAN CONNECT THE TOP FOR SHEAR WALL LOC.
FOR S.W. LOCATION PLATE TO 2X
ccfjr�l Ti)6eo U ii 9elz_ IF--V P-1 BLOCK W1 STUCCO OR-5/8" 54 AW49, SIMPSON LTP4 AT _tdttth*&_
ROOF SHEATHING PROVIDE PROPER SIMPSON H 2,5 OR H I FROM FROM RAFTER TO 24" O.0 AS REQUIRED fZ. (MR,
STUD BELOW TO RESIST UPLIFT FOUNDATION
(DESIGN BY OTHERS)
RIDGE BOARD CONNECTION TYPICAL BARGE to TYPICAL EAVE it TYPICAL BOLT INSTALLATION
C:3
FOUMIAT FMKMTM
ANLYfpR ROUTS ANCHOR MITTS
$TMFM * I. EACH It; TYRmft FASTEN EACH "I STUB
TWUN A3'�
0 Or OtEACH JIULTI STUDSTUBIV QC.S LV4 TO WStM VINILL STUB In S� VALE STUB $1 L F4
le 4.+ TT. 1" 161, 0 11 OC + + IF Oc
NIT,I �.Ws MT. STX�
EN - I Gd NAIL MIN. G"O.C.
SINGLE PORTAL SYSTEM
SEEFLOOR PLAN 2x4 STUD D.P.
FOR S.W. LOC. @ I G. O.C. In
CONTINGUS 3.5xl1.875 PARALLAM BEAM
2x4 MUD SILL EXT, SIDING To- SIMPSON HEADER BEAM EXTENDEf_J
'�EN SITS WX6, INTO WALL BRACING
SECTION ( TYPICAL)
G"5TEMWALL CONTRACTOR APA RATED SHEATHING
TO DETERMINE 24/O(MIN); APA RATED
41 EXACT HEIGHT SIDING 16 OC � OR 24 OC. (TYP.)
8d COMMON OR DALY, BOX STRAP TIES SIMPSON G" FINISH 04- OC_3 ROWS (STUDS) "I
I AND 3"_ -2 ROWS (PLATES) mST-60 (BOTH SIDES
FINISH 0C OF WALL)
�T GRADE SHEAR PANEL BOTH SiDE
GRADE
I I 1_9 I F 4` HE
I = 4" CONC. SLAB 12"
CONC. SLAB 12" % 0 M.TIWTT" nzy�xe
WA5HER M N OF 3-POR MY
244 5/8" ANCHOR BOLT
REBAR TOP i� 5/8 ANCHOR BOLT WITH 2x2x3/1 G" 7,
WITH 2x2x3/1 G SO. WASHER•
BOTTOM 2- #4 REBAR TOP WASHER 48" O.C. 4
L
@48--O�C.OP BOTTOM 12'-JOR SEE FLOOR PLAN
SEE FLOOR PLAN 7" INTO FOOTING 111W
7" INTO FOOTING TOP4 * 11BOTTOM
LM
L
0
C�
Cl-
CL_
ry
0
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L-Li
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0
. . ..... ..... C�
(J')
=D
M
0
1,714) (k I, I--
Ij Kxy4t;riajs to Inatch exisbing hou
q
160' 2-6., 1234 SOUTH CYPRESS 1234 SOUTH CYPRESS tauI
21, 01
I Iluv V L_ L_
FRONT GARAGE FRAMING EXISTING PLOT PLAN PROPOSED PLOT PLAN
V14 TYPICAL GARAGE FOOTING 15 TYPICAL CROSS SECTION 16 18
�L Q
35'-0'
12'-2'
91-01 29,_5,
EXISTING
GARAGE
TO BE
REPLACED
12'-3'
EXISTING
HOUSE
50'-8'
&I
CD
ro
26'-2'
ll3'-6-
1 0
PROPOSED
GARAGE
CU
CU
91-01 29'-5' B 12'-3'
EXISTING
HOUSE
�D
REVISIONS:
BY:
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06-2004
DATE:
06-01-04
DRAWN BY:
UP
SCALE:
1
APPROVED:
SHEET NO.
ANCHOR
LOLAD
SIZE
"P" BOLTS
"X"
"A" BOLTS
"Y„ O
"Z" O
PHD ALT.
HD2A
2775
4X
-5 8 - M.B.
4-1 2
SSTB16
12"
1-1/2"
PHD2
HD5A
4010
4X
(2)--3/4"- M.B.
5-1/4"
SST820
16
2-1/16"
PHD5
HD6A
5105
4X
(2)-7/8"- M.B.
6-3/16"
SSTB28
24"
2-1/16"
PHD6
HD8A
7460
4X
(3)-7/8"- M.B.
6-3/16"
SST828
24"
2-1/16-
PHD8
HD10A
9540
4X
4)-7f8"- M.B.
6-3 16"
SSTB28
24"
2-1/16"
-
HD14A
111080
4X
(4)-1 "- M.B.
7"
1"- L-BOLT
36"
2-3/16"
-
HD20A
13380
6X
(4)-1"- M.B.
7"
1-1/4"- L-BOLT
36"
2-3 8"
-
I-1D15
115305
6X
(5)-1"N M.B.
7
1-1 f4"� L-BOLT
36"
2-1/8"
-
* ALL OF THE LUBER REDUCE 20% WHEN OTHERS SPEACIES USED
E.N. PLYW.
TO POST
4X OR DBL 2X MiN.
TIE -DOWN
STUD @ TIE -DOWN TYP.
ANCHOR
U.O.N. (6X OR TRIPLE
PER PLAN
2X MIN. WHERE STUD
BOLTS COUNTERSUNK -
STD.
1-1/2" MAX.)
WAS
"----"P" BOLTS PER
I SCHEDULE
Y TOP OF CONIC.
"A" BOLTS PER
--- - - SCHEDULE, FOR
TOTAL LENGTH
REQ'D SEE
DETAIL
NOTE: d
WHERE SLAB OR STEM WALL iS NOT
POURED MONOLITHIC WITH FOOTING,
"Y" EMBEDMENT DEPTH SHALL BE
INTO THE BOTTOM FOOTING POUR, U.O.N.
(PROVIDE ADD'L ANCHOR BOLT
LENGTH, OR EXTEND W/ STANDARD
COUPLING NUT, AS REQUIRED)
SLAB OR STEM
WALL AS OCCURS
EXTEND TIE DOWN
ANCHOR BOLT AS
REQ'D W/ STANDARD
COUPLING NUT o
T
O
� W �
� d
COLD JOINT o
AS OCCURS
TIE DOWN "A"
ANCHOR BOLT
:::F j I* r
HOLDOWN STRAP PER
PLAN (NAIL ALL HOLES -
NO BOLTS- TYP. U.O.N.)
4X OR DBL 2X MIN.
*OST @ STRAP,
•
EMBED PER MANUF.
SPECIFICATIONS
NEW FOUNDATION PER
PLAN
SYMBOL
SHEAR WALL
RACKING
SHEAR
UPLIFT FOR 6
HEIGHT
EDGE
NAILING
FIELD
FRAMING
PLATE
NAILING
MUDSILL
ANCHOR BOLTS
PERP. 6LOK
eOLnNG
REMARKS
SHEATHING 6
PLF
(Les)
�,
(E.N.) LJ
NAILING
CLIPS
(BOX NAILS)
(SEE NOTESis & 19 BELOW)
(5/6" Dia M.R.)
Q
Y2" (32/16)
MIN APA
230
1840
"
8d 6 O.C.
"
8d CAA 12 O.C.
L70 0 24"
O.C. OR L50
{�+ 8 O.C.
20d "
0 48" O.C. 2X MUDSILL
"
32 O.C.
INSTALL PER SHEAR
RATED CDX
®16" O.C.
0 48" O.C. 3X MUDSILL
TRANSFER DETAILS
SHEATHING
L50 0 12"
0 32" O.G. 2X MUDSILL
260
2080
8d 0 6" O.C.
8d 0 12" O.C.
O.C. OR L70
20d 0 6" O.C.
0 48" O.C. 3X MUDSILL
0 24" O.C.
"
0 16" O.C.
L70 12"
0 16" O.G. 2X MUDSILL
PROVIDE 3x FRAMING
�
350
2800
8d CAD 4" O.C.
O.C. OR L50
20d 0 4" Q.C.
� 32" Q.C. 3X MUDSILL
� 16" O.C.
PER NOTE 9 SHEAR
WALL NOTES BELOW
CAD 16" O.G. 2X MUDSILL 0
PROVIDE 3 FRAMING
D
450
3600
8d. 03" O.C.
A35 ® 8" O.C.
20d ® 3" O.C.
32" O.C. 3X MUDSILL
0 12" O.C.
PER NOTE SHEAR
WALL NOTES BELOW
�
"
600
4800
8d 2" O.C.
"
A35 0 6" Q.C.
@2" O.C.
0 24" O.C. 3X MUDSILL
0 10" O.C.
PROVIDE 3� FRAMING
PER NOTE&9j SHEAR
`�:t
®
20d
MIN SEE NOTE lIJ
WALL NOTES BELOW
INSUL-KOR
250
2000
SEE ES REPORT
L50 0 12� O.C. OR
20d 0 6" O.C.
32� O.C. 2X MUDSILL
"
� 24 O.C.PANEL
INSTALL PER SHEAR
PFC-5037
L70 0 16 O.C.
4$ O.C. 3X MUDSILL
TRANSFER DETAILS
A
SHEATHING
PER ABOVE
460
3680
8d 0 6" O.C.
8d 0 12" O.C.
SEE NOTES 11 & 1
SHEAR WALL NOTE
SEE NOTES
11 &
16" O.C. 2X MUDSILL
3X MUDSILL
@ 12" Q.C.
PROVIDE 3x & 4x
FRAMING PER NOTE D
SHEAR WALL NOTES
BOTH SIDES
24" O.C.
BELOW
"
520
4160
8d 0 6" O.C.
8d ® 12" O.C.
"
"0
16" Q.C. 3X MUDSI
0 8" O.C.
"
MIN SEE NOTE
C
"
700
5600
8d @ 4" O.C.
0 16" O.C.
0 6" O.C.
"
�I
900
7200
8a 3" Q.C.
"
"
A35 4 O.C.
/8" LAG SCREW@
12" O.C. "
N/A
"
4 O.C.
1000
8000
8d 0 2" Q.C.
0 12" Q.C. "
N/A
"
mwffl-ul t i ' 1I'� M 1l .1
NOTES:
-- PROVIDE TWO ANCHOR BOLTS (MiN) PER MUDSILL PIECE, TYP.
- 3% (MIN) MUDSILLS ARE REQ'D AT ALL SHEAR WAL S DESIGNED FOR SHEAR
LOADS GREATER THAN 350 PLF (SHEAR WALL TYPE R STRONGER), TYP LION
- 2% MUDSILLS ARE ACCEPTABLE FOR TYPE AND TYPE NEAR WALLS,
PROVIDED THAT ANCHOR BOLT SPACING IS REDUCED BY HALF (IE: PROVIDE TWICE
THE NUMBER OF ANCHOR BOLTS NOTED ON SW SCHEDULE.) 2% MUDSILLS ARE
NOT ACCEPTABLE FOR SHEAR WALL TYPE Xq� STRONGER, UNLESS SPECIFICALLY
APPROVED OTHERWISE.
MiN
MAX
YP LION
A
xJ
"x12" (MIN)
ANCHOR BOLTS W
2"x2"x3/16" (MIN)
PLATE WASHERS
(SIMPSON BPS-2
OR APPROVED
EQUIV) - TYP UON
2x MiN MUDSILL__
(SEE NOTES
ABOVE)
FOUNDATION PER
PLAN
4" MIN ANCHOR BOLT
12" MAX SPACING PER
TYP UON} HEAR WALL SCHED
4'-0" MAX)
YPICAL MUD SILL ANCHOR DETAIL
D THE STRUCTURAL DETAILS ON THIS SHEET SHOW TYPICAL METHODS FOR
CONNECTING ROOF AND FLOOR SHEATHING (HORIZONTAL DIAPHRAGMS)
TO SHEAR WALLS, AND FOR CONNECTING UPPER LEVEL SHEAR WALLS
TO LOWER LEVEL SHEAR WALLS. WHERE FRAMING CONDITIONS VARY
FROM THOSE SHOWN ON THESE TYPICAL DETAILS, PROVIDE AN
EQUIVALENT METHOD OF CONNECTING SHEAR WALLS, SHEAR COLLECTORS,
HORIZONTAL DIAPHRAGMS, ETC., AS INDICATED ON THE SPECIAL SHEAR
TRANSFER DETAILS SHOWN ELSEWHERE IN THESE PLANS, AND/OR AS
DIRECTED AND APPROVED BY THE PROJECT DESIGN ENGINEER.
t REFER TO SHEAR WALL SCHEDULE ABOVE FOR MINIMUM SIZE AND SPACING H /r ( �%j j /� HOLDOWN
��N
OF NAILS, BOLTS, FRAMING CLIPS. ETC, SHOWN ON THE SWEAR TRANSFER I I t-1 I Y /� `� v
DETAILS APPEARING ON THIS AND OTHER PLAN SHEETS.
STUDS SHALL BE AT 16" O.C. (MAXIMUM), TYPICAL AT ALL SHEAR WALLS, ROOF: 3/8" & 1/2" PLY APA RATED SHEATHING
UNLESS OTHERWISE NOTED (U.O.N.). EXPOSURE 1, PS1-83, CDX W/ 10d NAIL
.BLOCK AND NAIL ALL PLYWOOD EDGES AT SHEAR WALLS. 6" O.C. BOUNDARY & STRUT
6" O.C. OTHER EDGES
ALL PLYWOOD SHALL BE SPLICED AT CENTERLINE OF FRAMING OR 12" O.C. INTERMEDIATE FRAMING
BLOCKING, U.O.N. : 5/8",3/4" & 1 1/8" PLY APA RATED
SHEAR WALL SHEATHING SHALL BE 1/2" (32/16) MIN OSB OR 5-PLY (MIN.) SHEATHING EXP. 1, PS1-83, CDX W/12d 0
PLYWOOD APA RATED SHEATHING, EXTERIOR, TYPICAL U.O.N. 6" O.C. BOUNDARY & STRUT
SHEAR WALL SHEATHING MAY BE INSTALLED WiTH FACE GRAIN PARALLEL 6" O.C. OTHER EDGES
12" O.C. INTERMEDIATE FRAMING
OR PERPENDICULAR TO STUDS, U.O.N. (SEE NOTE 4 ABOVE).
WHERE CLOSELY SPACED NAILS TEND TO SPLIT FRAMING MEMBERS, NOTE: USE BOUNDARY NAILING AT ALL RIDGES
M GED FRAMING AND PR£ -DRILL AND/OR STAGGER NAIL VALLEYS & OPENINGS.
m
REPLACE DA A
HOLES AS REQUIRED TO AVOID SPLITTING.
LEGEND
PROVIDE 3x MINIMUM STUDS OR BLOCKING AT ALL ADJOINING PLYWOOD
1) * DESIGNATES WHEN WALL SHEATHING
EDGES, (WITH EDGE NAILING STAGGERED) AT ALL SHEAR WALLS WHERE EDGE
IS APPLIED TO BOTH SIDES OF WALL.
NAILING IS 4" O.C. OR CLOSER. (DOUBLE 2x STUDS ARE NOT AN
2) ** NAILS SHALL BE STAGGERED WITH
ACCEPTABLE ALTERNATIVE TO 3x STUDS UNLESS NOTED AND/OR APPROVED
3/8" MIN. EDGE DISTANCE ON SHEATHING
BY ENGINEER) FOR SHEAR WALLS WHERE PLYWOOD IS APPLIED ON BOTH
AND/OR WOOD MEMBER.
,
SIDES OF FRAMING (OR WHERE 2 LAYERS ARE APPLIED ON SAME : SIDE OF
3) EN - EDGE NAILING.
FRAMING) SEE NOTE 10 BELOW.
4) FN - FIELD (INTERMEDIATE) NAILING.
0
AT ALL SHEAR WALLS WHERE PLYWOOD IS APPLIED TO BOTH SIDES OF
5) O.C. - ON CENTER.
FRAMING (OR WHERE 2 LAYERS ARE APPLIED TO SAME SIDE OF FRAMING)
6) PLF - POUNDS PER LINEAR FOOT
PROVIDE 4x (MIN) STUDS OR BLOCKING AT ALL ADJOINING PLYWOOD EDGES.
7 ) ICBO -INTERNATIONAL CONFERENCE OF
UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER. WHERE EDGE JOINTS
BUILDING OFFICIALS.
OF PLYWOOD ON ONE SIDE OF WALL FRAMING ARE OFFSET FROM THOSE ON
THE OTHER SIDE (OR WHERE THE EDGE JOINTS ON ONE LAYER ON A 2 LAYER
8) SHTG. - SHEATHING.
SHEAR WALL ARE OFFSET FROM THOSE OF THE OTHER LAYER) 3x MINIMUM
9) STD. - STANDARD.
STUDS MAY BE ACCEPTABLE. (VERIFY WITH ENGINEER) PROVIDE DOUBLE 2x
10) GA. - GUAGE.
(MIN) SOLE PLATES (OR 2x SOLE PLATE & BLOCKING) AND DOUBLE 2x
11) W/ - WITH
(MiN) TOP PLATES AT SHEAR WALLS WITH PLYWOOD ON BOTH SIDES OF
12) 0/ - OVER
FRAMING (OR 2 LAYERS ON SAME SiDE OF FRAMING) WITH EDGE NAILING
13) A.B. - ANCHOR BOLTS.
OFFSET AND STAGGERED) AS SHOWN ON DETAILS "6/-", " 7/-" & "8/-") OR
14) BLKD. - BLOCKED.
PROVIDE 3x (MIN) PLATES
15) 3/8X L.S. - 3/8"X W/MIN. OF 3 iN
11
AT PERIMETER WALLS WITH SHEAR WALL PLYWOOD BOTH SIDES, ANCHOR
SHEAR WALL TO FRAMING ABOVE AND BELOW PER DETAIL "7/-- " TYPICAL
PENETRATION INTO RECEIVING MEMBER
U.O.N. PROVIDE FRAMING CLIPS AS NOTED FOR INTERIOR SHEAR WALLS
WITH PLYWOOD ONE SIDE (SIMILAR TO DETAIL "11/-")
TABLE SHEAR WALL
SHEAR (PLF)
#!
i#
!!
#i
i!
•i#
!!
16d. j
3/8" LAG SCREW
* SEE SHEAR WALL SCHEDULE, SHT. SD1 & FLOOR PLAN FOR PLF
** USE 3/8" LAG SCREWS FOR SHEAR GREATER THAN 350 PLF
SHEARWALL TRANSVERSE REQUIREMENT
TABLE B
- SHEAR WALL /FOUNDATION
MAX.
UPLIFT
FASTENERS
LENGTH OF BOLT IN WOOD
TYPE
STRAP/
HOLDOWN
1 1 / 2"
3 1 /2"'
STUD
BOLTS /NAILS
ANCHOR
BOLT
A
1720
MST37
11-16d
NAILS EA END
B
2730
MST48
17-16d
NAILS EA END
C
4090
MST60
24-16d
NAILS EA END
4750
MST72
28 16d
NAILS EA END _
- _._.
E
1530
3280
�HD5A
2-3/4"
BOLTS EA HOLDOWN
3/4"
F
1860
4180
HD6A
2-7/8"
BOLTS EA HOLDOWN
7/8"
G
2640
6110
HD8A
3-7/8"
BOLTS EA HOLDOWN
7/8"
H
3230
7820
HD10A
4-7/8"
BOLTS EA HOLDOWN
7/80"
I
-
9080
HD14A
4--1" BOLTS EA HOLDOWN
1"
J
1850
PA18
12-16d
NAILS INSTALLED AWAY
K
2770
PA23
18-16d
NAILS FROM EDGE
I..
3020
PA28
20-16d
NAILS
M
750
PAHD42
7-16d NAILS EDGE INSTALLED
mwl
FLOOR: 3/8" & 1/2" PLY APA RATED SHEATHING
EXP 1, PS1-83, CDX W/10d NAILS
6" Q.C. BOUNDARY & STRUT
6" O.C. OTHER EDGES
10" O.C. INTERMEDIATE FRAMING
5/8",3/4" & 1 1/8" PLY APA RATED
SHEATHING EXP 1, PS1-83, CDX W/12d 0
6" O.C. BOUNDARY & STRUT
6" O.C. OTHER EDGES
10" O.C. INTERMEDIATE FRAMING
FRAMING DIRECTION
1 AT INTERIOR SHEAR WALLS WITH PLYWOOD ON BOTH SIDES, (OR AT WALLS17
ROOF
%� T1 ( j� %� �/ �}) ` {�
WITH TWA LAYERS OF PLYw00D ON SAME SIDE OF WALL) CONNECT TO R O O F S H E A 1 I i V G LAYOUT 1 OUT A N D FASTENING
SHEAR WALL & FRAMING ABOVE AND BELOW PER DETAIL 8/ -' TYP. UON
(FRAMING CLIPS AND PLATE NAILING NOT APPLICABLE, SEE (ETA "8/-").
PROVIDE 4x OR DOUBLE 2x (MiN) STUDS AT EACH END OF EACH SHEAR
WALL PANEL (TYP. U.O.N.) WITH TiE-DOWN HARDWARE AS NOTED ON PLANS.
PROVIDE 6x OR TRIPLE 2x (MIN) STUDS WHERE STUD BOLTS OF TiE-DOWN
HARDWARE ARE TO BE COUNTER SUNK. PROVIDE SHEAR WALL EDGE
NAILING AT STUD ATTACHED TO TIE DOWN HARDWARE. (SEE DETAIL "8/S4.2"
FOR ADDITIONAL INFORMATION.)
ALL PERIMETER WALLS OF BUILDING SHALL BE SHEATHED WITH 1/2" MINIMUM
SHEAR WALL PLYWOOD. (APPLIED DIRECTLY TO STUDS, UNLESS OTHERWISE
APPROVED), WITH NAILING AS INDICATED FOR TYPE "X" SHEAR WALL, U.O.N.
(SEE PLANS FOR LOCATIONS OF INTERIOR AND SPECIAL EXTERIOR
SHEAR WALLS).
AT SHEAR WALLS WITH TWO LAYERS OF PLYWOOD ON SAME SIDE OF WALL,
PROVIDE SHEAR TRANSFER NAILING AND BOLTING AS NOTED ON SHEAR
WALL SCHEDULE. FOR WALLS WITH ONE LAYER OF PLYWOOD ON EACH SIDE i
OF WALL, (SEE DETAIL "8/-")
6 PROVIDE 6X6 (MINIMUM) STUD AT HD20A AND HD15 TIE DOWN HARDWARE.
i 1 3X (MIN) MUDSILLS ARE REQUIRED AT ALL SHEAR WALLS WiTH 4" O.C. OR
TIGHTER PLYWOOD EDGE NAILING, TYP. U.O.N. (SEE DETAIL "16/S4.2" FOR
ADDITIONAL INFORMATION.).
2"X2"X3/16" (MIN) SQUARE PLATE WASHERS (SUCH AS "SIMPSON" BP5/8-2,
OR APPROVED EQUIV.) ARE REQUIRED AT ALL MUDSILL ANCHOR BOLTS,
TYP. (SEE DETAIL "16/S4.2" FOR ADDITIONAL INFO.)
( PROVIDE I" DIA. x 10" MIN ANCHOR BOLTS AT 2"x MUDSILLS AND I" DiA. x
12" MIN ANCHOR BOLTS AT 3"x MUDSILLS (EMBEDDED 7" MIN IN CONCRETE
FOUNDATION) TYPICAL U.O.N. (SEE DETAIL "16/S4.2" FOR ADDITIONAL INFO)
SHEAR WALL SCHEDULE
WALL NOTES 1-8 BELOW APPLY TO ALL SHEAR WALLS - OTHER SHEAR WALL NOTES APPLY AS REFERENCED IN DETAILS & SCHEDULE ABOVE)
NAILING SCHEDULE (BASED ON 1997 UBC TABLE 23-11-B-1)
CONNECTION
NAILING '
1. JOIST TO SILL OR GIRDER, TOENAIL
3-8d
2. BRIDGING TO JOIST, TOENAIL EA. END
2-8d
3. 1 X6 SUBFLOOR OR LESS TO EA. JOIST FACE NAIL
2-8d
4. WIDER THAN 1 X6 SUBFLOOR TO EA. JOIST FACE NAiL
3-8d
5. 2 SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL
2-16d
6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 0 16 O.c.
SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d PER 16"
7. TOP PLATE TO STU END NAIL
2-16d
8. STUD TO SOLE PLATE
4-8d, TOENAIL Or
2-16d END NAIL
9. DOUBLE STUDS, FACE NAIL
16d 0 24 O.C.
10. DOUBLE TOP PLATE, FACE NAIL
DOUBLE TOP PLATE, LAP SPLICE
16d 0 16 O.C.
8-16d
11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
TOENAIL 3-8d
12. RIM JOIST TO TOP PLATE TOENAIL
8d 0 6 O.C.
13. TOP PLATES, LAPS & INTERSECTIONS FACE NAIL
2-16d
14. CONTINUOUS HEADER, TWO PIECES
16d 0 16 O,C.
ALONG EA. EDGE
15. CEILING JOISTS TO PLATE, TOE NAIL
3-8d
16. CONTINUOUS HEADER TO STUD, TOENAIL
4-8d
17. CEILING JOISTS, LAPS OVER PARTITIONS FACE NAiL
3-16d
18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3-16d
19. RAFTER TO PLATE TOENAIL
3-8d
20. 1 BRACE TO EA. STUD & PLATE, FACE NAiL
2-8d
21. 1 X8 SHEATHING OR LESS TO EA. BEARING FACE NAIL 2-8d
22. WIDER THAN 1 X8 SHEATHING TO EA. BEARING, FACE NAIL 3-8d
23. BUILT-UP CORNER STUDS
16d 0 24 O.C.
24. BUILT-UP GIRDER & BEAMS 20d 0 32 O.C. AT TOP
& BOTTOM AND STAGGERED
2-20d 0 ENDS & 0 EA. SPLICE
25. 2 PLANKS 2-16d 0 EA. BEARING
26. WOOD STRUCTURAL PANELS & PARTICLEBOARD:
SUBFLOOR & WALL SHEATHING (TO FRAMING):
1 2" AND LESS
6d3
19 32 TO 3 410
Bai OR 6d 5
7 8 TO 1
3
1-1 8 TO 1-1/4"
a 5
COMBINATION SUBFLOOR - UNDERLAYMENT ZTO FRAMING):
3 4" AND LESS 6d 5
" TO
ad 5
1 Od4 OR BUTS
27. PANEL SIDING TO FRAMING):
1/2- OR LESS
6d s
5 8
s
28. FIBERBOARD SHEATHING: 7
1/2'
NO. 11 GA. 8
6d 4
NO. 16 GA. 9
25 32
NO. 11 UA.8
8d 4
NO. 16 GA. 9
29. INTERIOR PANELING
1 /4"
3/8'
4d 1a
6d 11
COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.
NAiLS SPACED AT 8" ON CENTER AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT
ALL SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL
AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS. REFER TO SECTION 2315.3.3 & 2315.4 NAiLS
FOR WALL SHEATHING MAY BE COMMON. BOX OR CASING
COMMON OR DEFORMED SHANK.
COMMON.
DEFORMED SHANK.
CORROSION -RESISTANT SIDING OR CASING NAiLS CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3
FASTENERS SPACED 3" O.C. AT EXTERIOR EDGES dt 6" O.G. AT INTERMEDIATE SUPPORTS.
CORROSION -RESISTANT ROOFING NAILS W/ 7/16"- HEAD & 1-1/2" LENGTH FOR 1/2" SHEATHING
AND 1-3/4` LENGTH FOR 25/32" SHEATHING CONFORMING TO THE REQUIREMENTS OF
SECTION 2304.3
CORROSION -RESISTANT STAPLES WITH NOMINAL 7/167 CROWN do 1-1/9" LENGTH FOR 1/2"
SHEATHING AND 1-1/2" LENGTH FOR 25/32" SHEATHING CONFORMING TO THE REQUIREMENTS
OF SECTION 30
O PANEL SUPPOR2TS AT 16" (20- IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS
OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12- AT INTERMEDIATE
SUPPORTS
1. PANEL SUPPORTS AT 2411'. CASING OR FINISH NAILS SPACED 6 ON PANEL EDGES; 12 INCHES AT
iNTEMEDIATE SUPPORTS
WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE
(BASED ON 1997 UBC TABLE 23-11-B-2)
ROOF FASTENING ZONE 2
1 1 2 - _J _ _ 3
FASTENING SCHEDULE
WIND NAILS PANEL INCHES ON CENTER
REGION LOCATION x 25.4 FOR MM
GREATER 9MPH 8d PANEL EDGES 3 6 6 4 4
THAN(145 KM/H) COMMON PANEL HELD 6 6 6 4
GREATER THAN
80 MPH (129 KM/H 8d PANEL EDGES 3 6 6 4
145 KMP COMMON PANEL FIELD 12 6 6
80 MPH 8d PANEL EDGES 3 6 6 1 6
(OR LESS ) COMMON PANEL FIELD 12 1 12 12
1 APPLIES ONLY TO MEAN ROOF HEIGHTS UP TO 35 FEET (10 700 MM). FOR MEAN ROOF HEIGHTS
OVER 35 FEET (10 700 MM), THE NAILING SHALL BE DESIGNED.
THE ROOF FASTENING ZONES ARE SHOWN BELOW:
EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE -END WALLS.
USE 8d RING -SHANK NAILS IN THIS ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25 FEET (7600 MM).
DR Si: 1 FOOT - 304.8 MM.
4 T. 4 FT.
I
FT. (INCLUDING 1 FT.
OVERHANG)
-- ROOF FASTENING ZONES
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