HomeMy WebLinkAboutPRODUCT INFORMATION1s^T
VED
JA N 3 1 2022
ST. Lucie County, Permitting
H9
WALLA ELEVATION c°—BSEAiowxRRFNllws01°No�` 10
YOTRTUFFSNm REPRESENTATIVE
WALL C ELEVATION
20' X 20' = 400 SQ FT
DRAWING INDEX
S7- PROJECT NOTES, ELEVATIONS
S2- PLANS. SHEAR WALL SCHEDULE
Sa-SECTIONS. DETAILS
�SS2Yi74s S?SS�Z1? mar 7
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WALL B ELEVATION
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Dele: 7/27/2022
Revised:
Revisad:
THIS:
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PROJECT NOTES
ELEVATIONS
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Sheaf
S1
NAILING SCHEDULE
CHORD SPLICE NAILING: 8-16d NAILS EACH S10E OF SPLICE.
TRUSS BLOCKING: (4)- iW (TOENAILED)
FRAMING NAILING:
STUD TO TOP PLATE. 2-16d END NAIL
STUD TO SILL PLATE, 2-IM END NAIL OR 4-8d TOENAIL
DEL. HEADER IW@ 16.00 ALONG EACH EDGE
HEADER TO KING STUD 4Od TOENAIL OR 4-16d END NAIL
DOUBLE TOP PLATES, 16d Q 16' FACENAIL
UNLESS SPECIFIED HEREIN. ALL NAILING SHALL BE
PER FBC, 781 EDITION(2020) TABLE 23D4.9.1.
UPLIFT TRANSFER: PROVIDE SIMPSON H2.6A AT EACH END OF
TRUSSES.
PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF
PLYWOOD ON SHEAR WALLS
UNBLOCKED ROOF DIAPHRAGM
ROOF SHEATHING NAILING: LOao io 0
BORDER Bd COMMON @ aLOC 1�6'U Im+l
EDGE: 8d COMMON 984'OC 111 214
FIELD: 8d COMMON @ 6' OC
END WALL SHEAR TRANSFER SHEATHING AT END WALL LAPS TOF
PLATE OF WALL BELOW. PROVIDE EDGE NAILING. REFERENCE
END WALL ASSEMBLYIS3. OR BALLOON FRAME ENO WALLS.
SIDING TESTED TO MEET THE REQUIREMENTS OF SECTION
R703.1.1. EXCEPTION 2 OF THE 20181RC AND 2019 CRC. REFER TO
SHEAR WALL SCHEDULE
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SHEAR WALL SCHEDULE
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2X4 FRAMING. SHEATHE EXTERIOR WITH 318'
2K4 FRAMING. SHEATHE EXTERIOR WITH 318-
SMARTSIOE WITH FOIL BACKING.
SMARTSIDE WITH FOIL BACKING.
20-0' LONG TOTAL. O' USED FOR SHEAR.
0
148
20'-T LONG TOTAL (3.9.5'-6.51= 15' USED FOR
1D9
I"
NAILING:
EDGE: Bd COMMON @ 6' CCNAILING:
SHEAR.
FIELD: 8d COMMON @ 12' OC
EDGE 8d COMMON @ 6- OC
NO HOIDCWNS REQUIRED.
FIELD: 8d COMMON @ 12' OC
NO HOLDOWNS REGUIRED.
33WALL DIAPHRAGM DESIGN. WALL 'A'IS NOT
PERFORATED SHEAR WALL DESIGN. FULL
SHEARWALL SHEAR IS TRANSFERRED TO WALL'C'.
LENGTH OF WALL RESISTS OVERTURNING. ONLY
FULL HEIGHT WALL SEGMENTS RESIST SHEAR.
TOENAIL BLOCKING TO TOP PLATE 3 W BLOCK
2X4 FRAMING. SHEATHE EXTERIOR WITH 3.9'
2X4 FRAMING. SHEATHE EXTERIOR WITH W
SMARTSIDE WITH FOIL BACKING.
SMARTSIDE WITH FOIL BACKING.
-0 2D''LONGTOTAL. 20'USED FOR SHEAR.
111
148
2U-('LONG TOTAL 20'USED FOR SHEAR
N
148
NAILING:
EDGE: 8d COMMON @ 6- OC
NAILING:
EDGE:8d COMMON @ 6- OC
PERFORATED SHEAR WALLS WITH UNREINFORCED
OPENINGS ARE DESIGNED PER APA PERFORATED SHEAR
FIELD: 8d COMMON @ 12' OC
FIELD: W COMMON @ 12' OC
NO HOLDOWNS REQUIRED.
WALL DESIGN METHOD. FULL LENGTH WALLS WITH
OPENINGS ARE USED TO RESIST OVERTURNING. ONLY FULL
HEIGHT WALLS MEETING MAXIMUM HEIGHTAENGTH RATIOS
ARE USED FOR SHEAR.
PROVIDE SIMPSON HDU2 HOLDOWNS ATTACHED TO
END STUDS AND SSTB16 ANCHOR BOLTS.
TOENAIL BLOCKING TO TOP PLATE: 3Ad/ BLOCK
WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS
REFER TO THE ANSBAWC SDPWS.
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SECTION
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SSTB & HDU INSTALLATION
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SECTION AT RIDGE
Drawn By. FD
Dale: 1VI52021
NALL SHEATHWGTO SO RAIEPER SNEnawALt
SCHEWJLE EDGE NAOI
of STu o56 ts'OC
—
MONOLITHIC FOUNDATION
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PoRTOVE wAtiAHG ATC'YO.CBUrt-L
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Che dBy: SC
Dale: 1212022
Reweed:
Revised:
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SECTIONS
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