HomeMy WebLinkAbout35509-ZCONSTRUCTION DETAILS & WIND LOAD
RAFTER
RIDGE
TYPICAL RIDGE TO RAFTER STRAPPING~
RAFTER ~
TOP PLATE O~C
WALL STUD
TYPICAL RAFTER TO WALL STUD CONNECTION
WOOD JOIST
BLOCI<ING
WOOD GIRDER
JOIST FRAMING OVER WOOD GIRDER
PATH CONNECTION DETAILS
NOTCHED RAFTER
RIDGE
TYPICAL RIDGE BEAM TO RAFTER STRAPPING
RAFTER
TOP PLATE
WALL STI D
ALTERNATIVE RAFTER 'i O WALL STUD CONNECTION
WIND RESISTANT. CONSTRUCTION CONNECTORS
CONNECTION LOCATION: PART NUMBER: _ NOTES:
RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER
APPLY TO EACH RAFTER
RAFTER-TO-PLATE RTl5 (USE ~ITH SPTH4 CONNECT_OR)
PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO-1ST, FLOOR WALL KLFTA OR MSTA56 APPLY TO EACH WALL STUD
HEADER-TO-dACK STUD LSTA12 APPLY TO EACH JACK STUD
CRIPPLE STUD-TO-HEADER RT5 OR RT7 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END
WRAP UNDER DOUBLE SILL PLATE
1ST. FLOOR-UNDER-SILL PI_ATE MSTA}6 OR RS16-R (USE WITH 5" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INS'i~RUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
PROVIDE 1/2" SPACING
BETWEEN THE END STUD
AND THE 2 OTHER STUDS
FOR ALLOWING
HOLDDOWN INSTALLATION
SIDEWALL
CONNECT CORNER STUD
TO TRANSFER SHEAR
FASTEN WITH (2) 16d
COMMON NAILS @ 6" O,C.
-~ ENDWALL
ANCHOR BOLT CONNECTION
:OUNDATION ~/8' DIA. ANCHOR BOLT
ANCHOR BOLT CONNECTION ~UPPORTING MAXIMUM SPACING
USE WiTH 3x3 SQUARE WASHERS
(USP LBPS58 OR BP583)
SHEAR WALL CORNER CONNECTION
WOOD JOIST
GIRDER/HEADER
WOOD JOIST
2ND, FLOOR WALL STUD
2ND. FLOOR PLATE
SUBFLOOR
RIM BOARD
1ST. FLOOR TOP PLATES
1ST FLOOR WALL STUD
JOIST FRAMING FLUSH WITH GIRDER/HEADER
1ST. FLOOR WALL STUD
.TYPICAL MULTI-STORY CONNECTIONS
KING STUDS
CRIPPLE STUD
HEADER
JACK STUDS
TYPICAL HEADER CONNECTION
WALL STUD
BO'Fi'OM PLATE
BATHTUB
DOUBLE JOIST
DOUBLE JOIST FOR UNDER a BATHTUB
WALL STUD
BO'I-rOM PLATE
SUB FLOOR
DOUBLE JOIST __
DOUBLE JOIST FOR NON-BEARING WALLS
1ST. FLOOR PLATE
SUBFLOOR
RIIM BOARD
DOUBLE SILL PLATE
FOUNDATION WALL
!ST. FLOOR TO FOUNDATION CONNECTIONS
DBL. SILL PLATES
(TO OVERLAP JOINTS)
FOUNDATION WALL
SILL GASKET
SILL PLATES TO FOUNDATION ANCHORING
N.Y.S. Energy Code
Presc. aipyjve envelope required for additions less than 500sf~ '
This addition meets or exceeds N.Y,S. minimum code requkements..
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