HomeMy WebLinkAboutPermit Building 2001-4-24
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SIMPSON PHD2 HOLDOWN
SIMPSON SS1B16 ANCHOR
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GENEIW. NOTES
1. NAIL AELD Of All SHEAR WALlS USING 8d @ 12" llC
2. INSTAll HOLDOWNS AND ANCHORS ACC<IlDING TO
MNlJFAClU~R'S SPEClACATIlWS
3. SHEARWALL FAAMING TO lDIS1ST OF DOUGLAS AR,t1AR:H NO 2
00 BETTER LUMBER.
4 All tAltl1IOO WALlS ARE TO BE SHEATHED WITH 7116" COX 00
APA-RATED 0S8 SHEATHING AND NAIlED WITH 8d@ 6" llC. AT
PANe. EDGES NID 12" O.C.IN Ran.
SHEAR PANEL SCHEDULE
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Shear Shear Shear DeSign Holdown Base SImpson Simpson
Wall WaU WaU lateral Reaction. Shear, Holdown HD
No ltell/hI, It Lenqtll. ft. Load. k k Ir/ft /Slraptl! IJIIQ 1
1 90 58 0704 046 0121 PHO COX
2 90 196 1 58 -{) 87 0.081 N/R 7/16" COX
3 90 200 186 003 0003 N~R 116"COX
4 9 0 12.5 373 131 0298 PH SS1ll16 /16" COX
PSWl 90 34 0 455 -{) 35 0.157 N/R 7/16" COX
PSW2 90 13.7 096 -101 0111 N/R NIR 7/16"COX
PSW3 90 178 125 -150 0008 N/R N/R 7/16"COX
PSW4 90 38.3 455 -{) 68 0.129 NIR NIR 7/16" COX
- PSW5 90 36.7 158 -278 0050 NIR NIR 7/16" COX
1 p.p Mated shealhtng can be subsbtuted for COX plywood
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Base Plate Spaclllg,
Edoe Nailing Anello,rage 111 End Stills
Bd @ 6" 0 c 1/2" x 10" J-bolts 96m 2-2x6
Bd @ 6" 0 c 1/2" x 10" J-bolts 96m 2-2x6
Bd @6" 0 c 1/2" x 10" J-bolts 96m 2-2x6
Bd @4' 0 c 1/2" x 10" J-bolts 36m 2-2x6
Bd @6" 0 c 1/2" x 10" J-bolts 96m 2-2x6
Bd @6" 0 c 1/2" x 10' J-boIts 96m 2-2x6
8d @6" 0 c. 1/2" x 10' J-boIts 96m 2-2x6
8d @ 6" 0 C 1/2" x 10' J-boIts 96m 2-2x6
8d @ 6" 0 C 1/2" x 10' J-boIts 96m 2-2x6
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(2) SIWPSON ST22 PER PANa
.~ SlDE (4) STRAPS TOTAl
" ~."3' r-WN 4x12 HEADER - CONTlNUOUS
FULL WIDTH a' PORTAl FlWlE
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"\r '0 ONE TOP PlAl[ UNDER HEADER
.. / / lIr CDX PLYWOOD OR
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WN 4x4 S1\JDS
NOT LESS THAN HEADER WIDTH
OR DEPTH REQ'D FOR HOlD
DOWN BOl. TS
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WIN 14 HORIZONTAL BAR
t.lIN f1' THl<. FOUNDA nON WAlL
CENl[REO OVER foonNC
rOONDA nON WIDTH SHOWN IS AT
GARAGE CORNER - EXTEND
AS REQ'O FOR OTHER LOCAllONS
(2) 14 VERllCAl BARS VTH 6"
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(2) 1/2" x 10" 11101. ANCHOR BOlTS
OR APPRoVED EQUIVALENT
SHEAR CONNECTORS
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M1N 15" x ..,. FoollNG
EXlENOING 10" IAlN EACH WAY
BEYOND Sl'RUClURAI. PANEL
VI1TH (2) 14 CONllNUOUS (12" WIN LAP)
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PLAN 13623 R
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CUENT: GRAssriOOTS THINKING DATE: 412<\101
PROJECT: 49.01 SHEET: 1 OF 2
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. SPEClAED WIDTH
CON11NUOUS IlOCI<ING TOP AND Bu 1I\AJI
'MlH CS16 STRAP
. NAIL SIRAP 8d @ 2- O.C.
SDS 1/4 X 3 SCREWS INTO 2.2)(6 END snJD
PHD2
BASE PlATE
3& OR 10 END OF WALL
WHlClEVER IS LESS
(1YPICAL AT IWDS))
~ HEADER
2X6 BlOCKING BflWEEN STUDS
/ r/ AND CONTlNUOUS SIMPSON CS16 S'JRi\PPING
(EXCEPT AT DOORS)
CONTINUOUS
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"" -, - BASE PLATES ANCHORED TO FOUNDAnON
LI AS SPECIAED'
1lI-1jJ'r:-~~-" ,~ END STUOS AS SPEClAEO
=~ - ) -- j 1 r HOLDOWNS AND HOlDOWN ANCHORS
= ___--=:=1= AT WALL ENDS ONLYWtERE SPEClRED
- ........-( ~ ~ SEE SHEARWALL PlAN
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2 1/4u = 11-01 - 16cCOMMNAIlSntROUGH
BASE PLANT AND R.OOR SHEATHING
INTO RIM JOIST MAX. SPACING 8" O,C,
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/' NAIL TO BLOCKING AS SPECIAED IN SHEAR WAll SCHEDULE
_ OR 8d @ fJ' D.C. IF ON U~SPECIAED WAlL
~ I / 12- HARDI PlANK
NAIl TO TR. SIll PLATE AND BLOCKING
- , /; AS PER SHEAR WALl SPEClACAnoNS
I _ DR 8d @ fJ' O.C.IF ON U~AED WAlL
-I r / / ANISH SIDING
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2x6 CONT, Bl.OCIQNG ..../
IN BETWEEN snns 00::::::: ~ ~
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TR. 2x6 SILL PLATE.J" . = 4 /
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112" J-B(I.T {" ~
SPACE AS SPECIFED - q'
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11141 T1MBERSTRANO /'
LSLRIMJOlST \ '~
16d COMM NAILS
lOED-NAlLED INTO SILL PlATE ./
MAX. SPACINT 7" O,C.
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GENERAL NOTES
1. NAIL EXTERIOR SHEATHING AND SIDING TO WAll STUDS AND WAll
TIP AND BOTTOM CHORDS AS PER sm. PlANS.
2. TOE NAILS SHOUUJ BE NAIlED 11/8" ABOVE 'THE BOTTOM OF THE
RIM JOIST AND AT AN ANGLE OF APPROX. 30 DEG. WITH RESPECT TO
THE VERTICAl PLANE.
3. TREATED Sill PlATES SHAll BE ANCHORBJ TO THE CONCRETE
STEM WAll WITH J-BOlTS AS SPECIAED ON SHEAR WAll
SCHEDULE OR AS PER STD. PLANS FOR UNSPECIAED WAllS.
4. RIM JOIST (AND TOE NAlLS) SHALl BE COVERED WITH ~ I tnlOR
TRIM BOARD AND/OR SIDING AS PER Sm. PlANs.
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PLAN 13623 - R
CUENT: GRAssROOTS ntlNKING
PROJECT: 49,01
DAle: 4I'bWI
SHEET: 2 Of 2
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