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SCALE: N.T.S.
PROVIDE 1 /8"
SPACING AT
PANEL EDGES
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 TRUSSES
24" ON CENTER SEE ROOF PLAN
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- REVISIONS -
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2 "x8" WOOD FASCIA SEE O
8' -6'
LATERAL BRACING SEE DETAIL
TYPICAL WALL SECTION NAILED 1 Lo U
W/ 2 -16d NAILS @ EACH TRUSS ON THIS SHEET. ;;,a L0
10d NAILS AT 6 "o.c. AT PANEL EDGE j W ' O
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AND INTERMEDIATE SUPPORT a `l W 00 N io
1/15' SPACE AT PANEL ENDS 4 "o.c. @ GABLE ENDS Q j-� >+
FIRST 48" BACK 1 U Z O
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PLYWOOD ROOF DIAPHRAGM -- - - - - Q M� 050
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1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN / CONSTRUCTION ' `,? u- Z G
GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING CODE. ,, f °j Q _ W O 0
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2. PLYWOOD ROOF DECKING SHALL BE 19/37' MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO a ' g ...I (� c Z z
OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. r� 3 — j Q O
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3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED AT 5'o.c. MAX. AT SUPPORTED ? [r]
W 00 EDGES AND AT 6 "o.c. ALONG INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4"o.c. MAX. 13.
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.
6"
WOOD TRUSSES ® 24" 0/C (TYP.)
SHALL BE SIGNED AND SEALED BY
A PROFESSIONAL ENGINEER
REGISTERED IN FLORIDA
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TB SEE BEAM SCH
R -30 BATT INSULATION
BOTH SIDES (TYP)
1#5 FILL CELL @32 "(TYP)
5�
12
ZS 4f- ROOv
ROOF ,
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
STRAP SEE ROOF
FRAMING PLAN
SPANISH "S" TILE ROOF OV R 90 SLATE
OVER 30# FELT ON MIN. 5.8" EXTERIOR GRADE
PLYWOOD SHEATHING. REF. STRUCTURAL
PLANS (TYP. ALL ROOF)
PROVIDE PRODUCT APPROVAL
GALV. METAL DRIP ON 1"x2"
P.T. CONT. NAILER (TYPICAL)
GALV. MTL. DRIP ON
1 x 2 P.T. NAILER.
1 X FACIA
2" X 10" WD. P.T. FASCIA
CONT.
(TYPICAL)
'4" CONTINUOUS SCREEN
VENT TO THE OUTER MOST
PROJECTION OF OVERHANG
(TYPICAL).
8x8 PRECAST LINTEL
SEE LINTEL DETAIL S -1
ONE LAYER
1/2"
G.W.B W /TEXTURE
FINISH,
5d CEMENT - COATED OR
RING
SHANKED NAILS ®
6" 0/C
MAX. TO 1X2 P.T. WOOD
FURRING NAILED WITH
10d
16"
O.C.
MAX W/ R -4,2 INSULATION
W
PROVIDE
1/4"
DISTANCE FROM FIN
FLOOR
EXTERIOR
1 #5 032" 0/C
" CONC BLOCK
GRADE
STUCCO
55' -2' Zriv
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X4 WOOD TRUSSES
AND GIRDER INTO
AREA OF WORK
TO BE REPLACES
PROPER SHOP
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