HomeMy WebLinkAbout36686-Z12' WIDE 314"
PL'TWD PLATFORM
FULL LENGTH
2xlo RI[DC.~E W/GALV.
DTt~AP TIE5 AND
NOTE=
PROVIDE GALVANIZED
DIMP8ON DTRONG-TIE
LDTA I~, DTRAP TIE AT
RIDGE CONNECTIOND
T'CP.[IOEE'~ TENDION).
CONNECTION NOT DHOLIZN.
HEADER TO STUD U~ALL
5TRAppING ELEYATroN
(OPENING5) &' WrDE)
RIDGE BEAH
5TRAp TIE CONNECTION
SECTIONAL VIEW
GALVANIZED ~
'SIHPEON
STRONG-TIE5
H2-~T HURRICANE
TIE0 A5
HEADER TO 5IUD BALL
5TP-APPING ELEVATION
(OPENING5 < e' BIDE)
NAILING SCHEDULE B (WFCM 2001)
'~"~.~0TATIO N
2'-0" 2 (1) 2 x 4 OR 6 1 ] I 1
4'-0" 4 (1) 2 x 4 OR 6 2 2 2 2
(2) 2 x 4 OR 3 5 .3 3
6'-0" 6 (1) 2 x 6
8'-0" 8 (2) 2 x 4 OR 3 S ,3 3
- (1) 2 x 6
10'-0" 10 (2) 2 x 6 4 4 4 4
12'-0" 12 (2) 2 x 6 5 4 5 4
COLUHN5 AND
5HEAR WALL PANEL
ENDS, Pf~OVIDE
GALVANIZED
5TR:;~G TIE
EVERY OTHER 5IUD
~/(12) '~Od -
(13~.,0# UPLIFT)
-- A23 ANGLE Cl-Ip AT
5ILL TO JACK STUD AT
END (4) ~'1Od -
5IUD (4) ~1Od - PLATE
(.485~' LATERAL)
BP& AT EACH JACK
5IUD ~u/re) "1od -
NOTE:
I II II I INSTALL 3&" Idle LENGTH CSl& 5TRAp TIE5 AT
I~ ~'""[--~LOCATION5 5HOIIN AT BAND JOIST LOCATION5
5rLL PLATE5 TO STUD [UALL 5TP,4PPING DETAIL
TOP PLATE
LATERAL CONNEGTroN
SECTIONAL ¥1E[U
I I
TOP PLATE
LATERAL C.Z~NNECTION
END VIEW
GALVANIZED DIMPDON
DTRONG-TIED (2) N2.DT
HURRICANE TIED, Io
W/ (E) Od AT EACH
CONNECTION. (b45e
UPLIFT - EACH
CONNECTOr)
h
GALVANIZED
STRONG-TIED DPH
DTRAP TIE5 AT EVERY
OTHER LUALL DTUD, ID
GA. LU/(12) l~ct AT DTUD
CONNECTION. (15E, Oe'
UPLIFT - EACH
CONNECTOR)
5ILL PLATE
LATERAL CONNECTION
SECTIONAL 'VIEW
5ILL PLATE
LATERAL CONNECTION
END VIELU
NOTE= AT CO~J',IER
CoLUMND AND DHEAf
WALL PANEL ENDD,
pROVIDE GALVANIZED
SEE PLAN FO~
LOCATION5 =( · )
GALV. DIMpBON STRONG
TIE MODEL MDTAT~, 18
GA. DTI~.AP TIE5 AT
O.C. ~ITN (~] ~ ~
FAGTENENER5 INTO
INTO ~AND JOISTS, (~e
UPL ~FT)
(2~x~ DOT 5iLL PLATE5
· ITH 5iLL 5E~L, TE~.
5HLD. AND 5/~" ~.~OLT5
AT 3~" O.C. (24" o.c AT
5HEA~ ~ALLS) AND 12"
F~OM CO~E~5 ~ITH 5" .'
NOTE~ FOE F.~,TENER 61,ZEE AND QU~TITIE5 .~E F,~T'E~R P:~DULE THI5 DRAILIIN~
scale 3/~-" = 1'-0"
PLATED. D1MPDON
DTRONG TIE *'~,P E/~,-3
(TTPICAL).
HEADERD TO
JACK DTUI:~D LUITN
LDTA DTf~JAP TIES
AT EACH tEND. DEE
ELEVATIOND
TIE UJINDOLD DILL
PLATED TO JACK
DTUI::)D WITH
A23 (42 IOI~ AT
STUDD ANI:~ (4)
AT DILL T"YP. AT EA
END (4~Ee'
LATER. AL)
GALV. HURRICANE TIE5
EA. ~FTE~/PLATE
CONNECTION
~_~P / PLATE
~+ 5'-O~i
CEDAR SHINGLE SIDING TO
MATCH EXIST REEID,, IS'" FELT,
I/2" PL"YLUD. 2×4 STUD5 AT I~,"
4" THICK 5LOPING CONCRETE
(5B¢O PSI) FLOOR (3") LU/
COLLAR TIE5
AT 32" 0.0.
12
CENTER..
EI¢ " ANCHOR BOLTD
2'-0" O~2;. MAX.
~ COMPACTED FILL
O" pOUPJED CONCRETE
LU/
~B"xl2" INTEGRAL
CONC~JETE FOOTING
A. 1
SCALE 1/4"=1'-0"
3
A.2
~:~ FR.~ME DWL~,
NOTE, ~ PATIO
FRAME
RE-SHApED
PLANTER ESED
20'-2"
AREA <~: BITE
22,4F~T SF. (.~2 ac.)
N
NOTE= N.T.S.
INFO~IATION FOR THIS D~WING UJAS TAt~EN FROM A
5U~ET DATED T-T-20~ BT I~ARREtT, iSONACCI ¢ VAN LUEELE,
."LINE OF 12" FOUNDATION
~.m~-- UJALL FOOTING
/_l ! CONTINUOUS. - 5BOO PSI,
5/g," DIA. ANCHOR BOLTS
AT 3'-O" C.C. ~AE~LE WALL5,
2'-0" C.C. SIDE LUALLD
18'-10"
T/U)ALL - pOOR
4" R. EINF. CONCRETE DLAE~ W/
&x~/~x& UJU~ ON & MIL VAPOR
RETA~ER, &" POROUD FILL
PITCH ~LA~ TO
~UNEXG.
0" x 12" WIPE CONT. P-~ONC
FOOTING (5EOO PDI.]
PL
TLUO :~" ANCHOR 15aLT5 FOR
WALL PANELS 55UJI2xT EA SIDE
OF THE CAt'GE OPENING.
AN
SCALE 1/4"=1'-0"
O ·
~ro]eet
PROPOSED
GARAGE
for the
PERILLO
RESIDENCE
LAUREL, N.Y,
drawing title:
&
drawn by: checked by:
LMF
date: scale:
~>~-2~>-IJ 4,~ NC>TEl::>
drawing number:
Of
STATE LAW PROHIBITS ANY PERSON FROU ALTERING
ANYTHING ON THIS DRAWING AND/OR THE
ACCOMPANYING SPECIFICATION. UNLESS IT
UNDER THE DIRECTION OF A LICENSED
WHERE SUCH ALTERATIONS
ARE MADE THE LICENSED PROFESSIONAL
MUST SIGN, SEAL, DATE AND DESCRIBE THE
FULL EXTENT OF THE ALTERATION ON THE
DRAWING AND/OR IN THE SPECIFICATION.
ret. no,: 2007-02