HomeMy WebLinkAbout185 Seaview Ave plan 23Ia
FASTEN CEILING BAND TO EACH
TRUSS W/ (4) 10d (.1310) NAILS &
SIMPSON H2.5A EACH TRIES
(OR EQUAL CONNECTION FOR 33616-
UPLIFT CONNECTION
ATTACH SHEATHING W/ 16 GA. STAPLES
@ 2' O. C. (OR EQUAL CONNECTION OF 336 LE
STUD TO TOP PLATE UPLIFT CONNECTION
2,2 SPF12 LEMR 10 CLG RN
NOW 0.131`x3" NAILS 0 4` O.C.
JOST HANDERS FOR OPEN SPAN Al
USE (2) Bd (0.131') TOENAILS EACH TRUSS
TRUSS TO TOP PLATE
USE Ed (.1310) NAILS @ 6- 0. C.
THROUGH DSL. TOP PLATE
- USE (2)16d(.162 0) NAILS
ENDNAILED PLATE TO STUD
DETAIL A
(TRUSS CONNECTIONS)
ENDWALL - FASTEN TRUSS BOTTOM CHORD TO TOP
PLATE W/ 16d (0,1620) NAILS @ 7' 0. C.-
SIMPSON LTP4 PLATES @ 28' O. C.
ALTERNATE TO LEDGER CONNECTOR
FOR OPEN SPAN AREAS: SNPSON
MMLU2B JOSTHANCfR w/(6) fid OR
IN NALS INHEADER AND AST
(4) 0.131'xS ENGRAIN NN FRCM�
0.G CNOED TO CLG. ,pLET E2CEPT
WERE JOr HPNGERS ARE USED
i� PLATE ro TOP PLATE
TDP PLATE TO SAID CONNECTON:0.131'4'-12'
CONNEC➢ON6 (2) Dur. 3' O.C. FACE NAIL
NAILS 1HRU PLATE INTO ENOGRAN TAIL D
BOTTOM R.AE TD SNG-
(2) "jv`,R- N '. THRO
PIAINTO END(iRN
@OILMM RATE TOROOR:-
11131" A 3' 012. O.C. FACE NAL
ROOK PoN TO MCI
(5) 0.131'r3' NAILS INTO ENOWAIN
2a SPF }2 LED ERT TO QG PoM:
(1) ROWS OF M 31'03 NAILS 0
C O.G. STAGGERED
CEILING RIM To
PM:
0.131"x3" NALS 0 21' O.C. ALONG TOP No
BOTTOM MCES STAGGERED FROM OPPOSITE DOES
FLOM RIM ro RIM:
0.131'r-1" NNLS 0 2r O.C. AMMO TOP AND
BOriOM EN STAS3 FROM OPPOSITE SIDES
r&G FLOOR OEM.
0.131'x2S• RING SIANTO NAILS 0 6'
FlODR RIM TO J0151:
O.C. EOGCS 12' O.C, FlRD NAILNG
(5) 0.13143° NAILS INTO ENDGRNN
2x4 SPF i2 LENDER TO CLG RN:
(1) ROW OF 0.131'x3" NAILS 0 C O.G
ENAMORED
CDNJG PoN TO RIM:
0.131'x3.2T NNIS 0 24' O.C. ALONG TOP AND BORON
(AILING RIM TO MST.
11.1 STAIXiRED FR.A CPPOSTE SIDES
(� 0.131•x3` NAILS INTO ENDLRaN
STAINING TO CEIIMG PERNEIEIE
STAGGER (2) ROM 0.131'. 2Y NALS 0 6' O.C,
ALONG PERIMETER EDGE
DETAIL E-1
USE 8d (.131 0) NAILS 0 6' O. C.
THROUGH BOTTOM PLATE -
USE (2) 16d (.162 0) NAILS
ENDNAILED PLATE TO STUD -
ATTACH SHEATHING W/ 16 GA. STAPLES 0 2' O. C.
(OR EQUAL CONNECTION OF 260 LBS) UPLIFT
CONNECTION SECOND FLOOR STUD TO FLOOR BAND -
* 16d NAILS TOE NAILED @
6" 0. C. SHEAR CONNECTION
ATTACH SHEATHING W/16 GA. STAPLES @ 2" O. C.
(OR EQUAL CONNECTION OF 260 LBS.) UPLIFT CONNECTION
SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND_
PPS Corporation
Northeast Region
APPROVED
Michelle Baker
04/08/2022
Approval Ilmited to
Factory Built Portion
USE Sd (.1310) NAILS 0 6' 0. C.
THROUGH BOTTOM PLATE -
USE (2) 18d (.162 0) NAILS
ENDNAILED PLATE TO STUD -
ATTACH SHEATHING W/ 18 GA. STAPLES @ 2' 0. C.
(OR EQUAL CONNECTION OF 260 LBS.) UPLIFT
CONNECTION SECOND FLOOR STUD TO FLOOR BAND -
III NAILS TOE NAILED @ 6" O. C.
SHEAR CONNECTION
ATTACH SHEATHING W/ 16 GA. STAPLES 12.
O. C.
(OR EQUAL CONNECTION OF 260 LBS.) UPLIFT CONNECTION
SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND
ATTACH SHEATHING W/ 16 GA. STAPLES
@ 2" O. C. (OR EQUAL CONNECTION OF 205 LBS.)
UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BANE
USE Sd (.131 0) NAILS @ 6" @ C.
ATTACH SHEATHING W/ 16 GA. STAPLES THROUGH DBL. TOP PLATE
@ 2' O. C. (OR EQUAL CONNECTION OF 205 LBS) USE (2)16d (.162 0) NAILS
UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL E-2 ENDNAILED PLATE TO STUD
(SECOND LEVEL SIDEWALL CONNECTIONS)
FASTEN SHEATHING TO RIMBAND W/
(1) ROW OF Sd (.1310) NAILS @ 5' O. C.
- (24) 3/8' DIA. TOE --
ALONG MATE WALL (:
I- PENETRATION IN
TM FLOOR DECNNL2
0.131 •x25 FIND SIANNED NNE 0 B"
O.C. EDGES, 12' D.C.'F D NNUNG
2a S'F82 CON, LEOCEA STRIP:
FASTEN LEWER TO GIRDER w/D131"a
NNIS 0 4' O.C.
TOR HIM TO COMING RIM:
31'x3' RIE-NAILS 0 6' O.C. ONE SIDE
LING IN TO JOST:
D.13110" NAILS INTO W.A I
LING RM TO TOP PLATE
31 W TOENALS 0 6" O.C.
'+ PLATE TO TOP PLATE:
31. 3• FACE NAIL 0 12• O.C.
' PLATE TO SND:
0.1Ji"a3' NAILS THW FLAT
FLOOR RIM TO RIM:
(1) ROW 0.131•x3 NAILS 0 24'
RDTTW EDGES STAGGERED ON
O.C. ALONG TOP &
TO SLOES
I ROOR DECKING:
O.1J7'x2.5' NAILS 0 6' O.C.
EDGES. tY O.C. FIELD NauNG
i
FLOOR ROJ TO MCI
(5) H131•x3- NAILS IN. ENIXMEAIN
DETAIL B-1
DETAIL F-2
S( ECOND LEVEL MODULE TO MODULE
CONNECTION ALONG MATEWALL)
USE Sd (.131 0) NAILS @ 6° O. C.
THROUGH BOTTOM PLATE -
USE (2) 16d (.162 0) NAILS
ENDNAILED PLATE TO STUD -
ATTACH SHEATHING W/ 16 GA. STAPLES
@ 2" O. C. (OR EQUAL CONNECTION OF 124 LBS.)
UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND
'*' SIMPSON RSP4 PLATE AT 53" O. C.
(Oft EQUAL CONNECTION OF 230 LBS.
BV BUILDER FLOOR SAND TO SILL PLA
!IF 16d NAIL TOENAILED @ W 0. C. (ON SITE BY SET CREW)
*� 12" ANCHOR BOLTS TO BE 72' O. C.
OR 5l8" ANCHOR BOLTS TO BE 72" 0. C.
(MAXIMUM 1-0"FROM CORNERS) DETAIL B-2
(FIRST LEVEL SIDEWALL CONNECTIONS)
ilk FASTEN SHEATHING TO RIMBAND W/
(2) ROWS OF Sd (.1310) NAILS @ 3" O. C.
T
No.
8d (.131 0) NAILS @ 6' O. C.
(ROUGH B .TOP PLATE
BE (2) ISM (. 62 0) NAILS
IONAILED P TE TO STUD
FASTEN SHEATHING TO RIMBAND W/
(1) ROW OF Sd (.1310) NAILS 0 2' 0. C.
BOTTOM PLATE TO STUD
(2) 0.131% - NAILS TH.
RATE INTO ENXPAN
OWN PLATE TO FLOOR:
a131' x Y 0 If D.C. FACE NAIL
RDM RIM TO JNST:
(5) 0.131`x3'
NAILS INTO ENDGRAIN
[��'
TO FLOOR RIM; (2) ROMS 2.T NAILS 0 6' O.C. STAGGEREDROCWOECpNG1'FLO 0 6" O.C. AND BOTTOM EDGE
EDGES tY O.G FIELD NAILING
`OPTIONAL MST HANGER (NO NAILS NEEDED
"W TAM TO MST MEN LASING A HANSEN)
2E2 SPI CONT. LEDGER STRIP FLOOR RIM TO RN:
FASTEN LEDGER i0 GIRDER w/ (1) ROW 0.131'x3. 0 2e GO
O.I31'x3' NAILS 0 4° O.C. ALONG TOP &BOTTOM EDGES
STAGGERED ON OPPDSTE SIDES
DETAIL
* (24) 3/8' DIA. TOESCREWS
ALONG MATE WALL (23' O.C.) (MIN.
1'PENETRATIONINLAST SAND) -
USE ed (.1310) NAILS @ W O. C.
THROUGH BOTTOM PLATE -
USE (2) LOW (162 0) NAILS
ENDNAILED PLATE TO STUD -
ATTACH SHEATHING W/ 16 GA. STAPLES
@ 2' O. C. (OR EQUAL CONNECTION OF 124 U.S.)
UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND
�F 10d NAIL TOENAILED 0 3" O. C.
(ON SITE. BY SET CREW)
*I2' ANCHOR BOLTS TO BE 21' O. C.
OR W ANCHOR BOLTS TO BE 30' 0. C.
(MAXIMUM 1'-0" FROM CORNERS)
DETAIL B-3
(FIRST LEVEL ENDWALL CONNECTIONS)
* FASTEN SHEATHING TO RIMBAND W/
(2) ROWS OF Sd (,1310) NAILS @ 2' O. C.
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SECTION FASTENING
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