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2"X6" ROOF RAFTERS AT 24" O.C.
PROVIDE 18Q. 18" LONG SIMPSON TIE
LSTA30 STRAP AT EACH RAFTER,RIDGE
2"X6" COLLAR BRACING EVERY RAFTER
30 YEAR FIBERGLASS ROOFING SHINGLES
(6 NAILS PER SHINGLE )
(OPTIONAL 20 OR 25 YEAR)
4" X 8" x 5/8" PLYWOOD ROOFING WITH CLIPS.
15 LB. ROOFING FELT.
(DOUBLE LAYER)
2" X10" RIDGE RAFTER
2" X4" STRUT BRACING AT 48" O.C.
SPAN BETWEEN BRACING NOT TO
EXCEED 13'-6" O.C.
(2) 12" GLUE-LAMS OR EQUAL (TYP.)
2" X 4" CONT. BOTTOM PLATE.
2" X 4" STUDS AT 16" O.C.
1/2" GYPSUM BOARD.
12" BLOCKING AT MID-SPAN. (TYP.)
SEE FRAMING AND CLADDING
PLAN FOR NAILING PATTERN
OF TOP PLATES.
RUN EXTERIOR 1/2" PLYWOOD FLUSH WITH
TOP OF 2"X4" PLATE. (TYPICAL)
(1) SIMPSON MTS
16 HURRICANE CLIP PER RAFTER .
5 1/2" SPRAY ON
FOAM INSULATION -SEE PLAN
2" X 6" STUDS AT 16" O.C
. (FIRST AND SECOND FLOOR)
1/2" PLYWOOD (CONT.) GLUED
AND NAILED FROM TOP OF TOP
PLATE TO TOP OF FOUNDATION
.(TYPICAL)
TERMITE SOIL TREATMENT.
SEE FOUNDATION PLAN
SEE FRAMING PLAN FOR JOIST SIZE & SPACING (TYP.)
LOCATE (2) SIMPSON STRONG TIE PA51 AT ALL CONCRETE COLUMNS
AT SPLICES LOCATE (1) ON EACH SIDE OF SPLICE LOCATE (4) AT
ALL CORNERS AND TEES-TWO PER BEAM.
1/2" GYPSUM BOARD.
5 1/2" SPRAY ON FOAM INSULATION -SEE PLAN
2" X 8" CEILING JOIST AT 16" O.C.
(2) CONT. 2"X4" TOP PLATE
VINYL SIDING OVER
CONT. 1/2" PLYWOOD
WITH HOUSE WRAP
TERMITE SOIL TREATMENT.
SEE FOUNDATION PLAN
2" X 4" /2" X 6" CROSS
BRIDGING AT MID-SPAN OR WHEN
JOIST SPAN EXCEEDS 8'-0" (TYP.)
1 1/2" ATTIC FLOOR
DECKING (APPROX. 720 SQ. FT.)
(2) PIECES OF 5/8" RATED GYP. BOARD FOR (1) HOUR SURFACE
1/4" PLYWOOD OVER 3/4" T.G. PLYWOOD (GLUED AND NAILED)
12 " SPRAY ON FOAM INSULATION. (MIN.)
FINISH FLOOR - (SEE SPECS)
BASE TRIM - (SEE SPECS FOR ALL TRIM)
2" x 4" CONT. BLOCKING
2" X 4" LOOKOUTS AT 24" O.C.
VINYL SOFFIT FASCIA
2" X 6" CONT. BOTTOM PLATE
2'
9'
1'-01
4"
9'-1"7'-71
4"
CROSS SECTION "A-A"
10" SPRAY ON FOAM
INSULATION (MIN.)
SCALE: 1/2" = 1'-0"
12" x 12" CONCRETE COLUMN WITH
(8) NO. 6 REBARS WITH NO. 3 TIES AT
12" O.C. SEE DETAIL
12"
12"
CROSS SECTION OF 12"X12"
CONCRETE COLUMN
SCALE: 3" = 1'-0"
(8) N0. 6 REBARS AS SHOWN WITH
NO. 3 TIES AT 12' o.c. HOOK REBARS
INTO FOUNDATION GRADE BEAMS 12"
with 8" LEG.)
7"
1'
DOUBLE 2"x4" RIDGE
SUPPORT AT 48" O.C.
SEAL

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01 212-house-cross section a-a (2)

  • 1. 2"X6" ROOF RAFTERS AT 24" O.C. PROVIDE 18Q. 18" LONG SIMPSON TIE LSTA30 STRAP AT EACH RAFTER,RIDGE 2"X6" COLLAR BRACING EVERY RAFTER 30 YEAR FIBERGLASS ROOFING SHINGLES (6 NAILS PER SHINGLE ) (OPTIONAL 20 OR 25 YEAR) 4" X 8" x 5/8" PLYWOOD ROOFING WITH CLIPS. 15 LB. ROOFING FELT. (DOUBLE LAYER) 2" X10" RIDGE RAFTER 2" X4" STRUT BRACING AT 48" O.C. SPAN BETWEEN BRACING NOT TO EXCEED 13'-6" O.C. (2) 12" GLUE-LAMS OR EQUAL (TYP.) 2" X 4" CONT. BOTTOM PLATE. 2" X 4" STUDS AT 16" O.C. 1/2" GYPSUM BOARD. 12" BLOCKING AT MID-SPAN. (TYP.) SEE FRAMING AND CLADDING PLAN FOR NAILING PATTERN OF TOP PLATES. RUN EXTERIOR 1/2" PLYWOOD FLUSH WITH TOP OF 2"X4" PLATE. (TYPICAL) (1) SIMPSON MTS 16 HURRICANE CLIP PER RAFTER . 5 1/2" SPRAY ON FOAM INSULATION -SEE PLAN 2" X 6" STUDS AT 16" O.C . (FIRST AND SECOND FLOOR) 1/2" PLYWOOD (CONT.) GLUED AND NAILED FROM TOP OF TOP PLATE TO TOP OF FOUNDATION .(TYPICAL) TERMITE SOIL TREATMENT. SEE FOUNDATION PLAN SEE FRAMING PLAN FOR JOIST SIZE & SPACING (TYP.) LOCATE (2) SIMPSON STRONG TIE PA51 AT ALL CONCRETE COLUMNS AT SPLICES LOCATE (1) ON EACH SIDE OF SPLICE LOCATE (4) AT ALL CORNERS AND TEES-TWO PER BEAM. 1/2" GYPSUM BOARD. 5 1/2" SPRAY ON FOAM INSULATION -SEE PLAN 2" X 8" CEILING JOIST AT 16" O.C. (2) CONT. 2"X4" TOP PLATE VINYL SIDING OVER CONT. 1/2" PLYWOOD WITH HOUSE WRAP TERMITE SOIL TREATMENT. SEE FOUNDATION PLAN 2" X 4" /2" X 6" CROSS BRIDGING AT MID-SPAN OR WHEN JOIST SPAN EXCEEDS 8'-0" (TYP.) 1 1/2" ATTIC FLOOR DECKING (APPROX. 720 SQ. FT.) (2) PIECES OF 5/8" RATED GYP. BOARD FOR (1) HOUR SURFACE 1/4" PLYWOOD OVER 3/4" T.G. PLYWOOD (GLUED AND NAILED) 12 " SPRAY ON FOAM INSULATION. (MIN.) FINISH FLOOR - (SEE SPECS) BASE TRIM - (SEE SPECS FOR ALL TRIM) 2" x 4" CONT. BLOCKING 2" X 4" LOOKOUTS AT 24" O.C. VINYL SOFFIT FASCIA 2" X 6" CONT. BOTTOM PLATE 2' 9' 1'-01 4" 9'-1"7'-71 4" CROSS SECTION "A-A" 10" SPRAY ON FOAM INSULATION (MIN.) SCALE: 1/2" = 1'-0" 12" x 12" CONCRETE COLUMN WITH (8) NO. 6 REBARS WITH NO. 3 TIES AT 12" O.C. SEE DETAIL 12" 12" CROSS SECTION OF 12"X12" CONCRETE COLUMN SCALE: 3" = 1'-0" (8) N0. 6 REBARS AS SHOWN WITH NO. 3 TIES AT 12' o.c. HOOK REBARS INTO FOUNDATION GRADE BEAMS 12" with 8" LEG.) 7" 1' DOUBLE 2"x4" RIDGE SUPPORT AT 48" O.C. SEAL