11-468-003PLYWOOD NAILING DETAIL
SCALE: N.T.S.
PROVIDE 1/8"
SPACING AT
PANELEDGES
4'x 8' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK
MAX. SPAN 24"
PROVIDE 2 "x4" BLOCKING @
ALL PLYWOOD SEAMS, 48" BACK
@ 4 "o.c. EA. SIDE OF SEAM.
OF GABLE END. NAIL SEAM w/ 10d
PREFABRICATED WOOD TR
24" ON CENTER SEE ROOF I
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2 "x8" WOOD FASCIA SEE LATERAL BRACING SEE DETAIL
TYPICAL WALL SECTION NAILED ON THIS SHEET.
W/ 2 -16d NAILS @ EACH TRUSS
10d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
1/16" SPACE AT PANEL ENDS u. 4 "o.c. @ GABLE ENDS
FIRST 48" BACK
PLYWOOD ROOF DIAPHRAGM
1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN /CONSTRUCTION
GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING CODE.
2. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO
OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED AT 6 "o.c. MAX. AT SUPPORTED
EDGES AND AT 6 "o.c. ALONG INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4 "o.c. MAX.
4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY,
ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS.
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2 "x8" WOOD FASCIA SEE LATERAL BRACING SEE DETAIL
TYPICAL WALL SECTION NAILED ON THIS SHEET.
W/ 2 -16d NAILS @ EACH TRUSS
10d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
1/16" SPACE AT PANEL ENDS u. 4 "o.c. @ GABLE ENDS
FIRST 48" BACK
PLYWOOD ROOF DIAPHRAGM
1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN /CONSTRUCTION
GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING CODE.
2. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO
OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED AT 6 "o.c. MAX. AT SUPPORTED
EDGES AND AT 6 "o.c. ALONG INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4 "o.c. MAX.
4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY,
ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS.
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WOOD TRUSSES @ 24" 0/C (TYP.)
SHALL BE SIGNED AND SEALED BY
A PROFESSIONAL ENGINEER
REGISTERED IN FLORIDA
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12 RfF,
P/J•C
6" /C UCT-� )
TB SEE BEAM SCH
R -30 BATT INSULATION
BOTH SIDES (TYP)
1#5 FILL CELL 032 "(TYP)
2X1 FIRESTOP @ 8' -0" W /(11)
CUT NAIL @ 8" 0/C MAX._,,
4" CONC. SLAB
REINFORCED (3000 P.S.I.)
WITH 6" X 6" W4.0 X
W4.0 W.W.M. ON CLEAN
SAND FILL PLACED IN 12"
MAXIMUM THICK LAYERS
WELL COMPACTED FINISHED
DENSITY 95% BY MODIFIED
PROCTOR TEST. APPROVED
VAPOR 15 MIL BARRIER &
CLEAN COMPACTED TERMITE
TREATED FILL (TYP.
THROUGHOUT).
1/2" EXP. JOINT
WF -24
STRAP SEE ROOF
FRAMING PLAN
SPANISH "S" TILE ROOF OV R 90 SL
OVER 30# FELT ON MIN. 5 _8" EXTERI
PLYWOOD SHEATHING. REF. STRUCTUR/
PLANS (TYP. ALL ROOF)
PROVIDE PRODUCT APPROVAL
GALV. METAL DRI.
P.T. CONT. NAILE
GALV. MTL. DRIP
1 x 2 P.T. NAILE
1 X FACIA
2" X 1G" WD. P
CONT.
(TYPICAL)
'4" CONTINUOUS
VENT TO THE OL
PROJECTION OF
(TYPICAL).
8x8 PRECAST LIN
SEE LINTEL DETAI
ONE LAYER 1/2" G.W.B W /TEXTUR
5d CEMENT - COATED OR RING SHANKED NAILS
MAX. TO 1X2 P.T. WOOD FURRING NAILED WI
16" O.C. MAX W/ R -4,2 I
PROVIDE 1/4- DISTANCE FROM I
EXTERIOR
1 #5 032" 0/C
" CONC BLOCK
/8" STUCCO
GRADE
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