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.+ 8'- 2"
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DRILL 3/4" * x 6" HOLES, REMOVE
DUST 4 DEBRIS, POUR HIGH STRENGTH
EPDXY GROUT < INTRODUCE " 5 x 30"
LONG DOWELS.
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NEW GONCRETE: 15EAM
'EXISTING CONG. TIE BEAM.
DETAIL 3/4"
NEW TIE BM. TO EXISTING
1A'
DRILL 3/4" 4, x Po" DOLES, REMOVE
DUST # DEBRIS, POUR HIGH STRENGTH
EPDXY GROUT # INTRODUCE • 5 x 30"
LONG DOWELS.
2-l_II
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NEW CONCRETE TIE IBEAM
EXISTING BLOCK WALL
DETAIL 3/4"
NEW TIE BM. TO EXISTING
PROPOSED CARPORT ENCLOSURE
EXISTING ROOF FRAMING PLAN 1/4"
M 3 HOOPS 45"
12" 12" 12" O.C.(TYP.)
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NOTE: ALL WOOD MEMBERS SHALL NE SOUTHERN YELLOW PINE 12 OR BETTER.
ROOF NOTES:
PROVIDE 5 8 COX EXTERIOR PLYWOOD ROOF SHEATHING W Dd NAILS
6' O.C., TYPICAL.
HURRICANE STRAP REQUIREMENT:
"USP" TAPL-16 GALV. HURR. STRAP & MTL. SEAT NAILED 9 EACH TRUSS W/
6)-10d x 1 1/2 NAILS THRU PLATE k W/ (13)-10d NAILS THRU MTL. STRAP
NOTE: CONTRACTOR TO VERIFY SLOPE OF EXISTING ROOF TO MATCH BOTTOM
CHORDS OF EXIST. WD ROOF JOIST FOR COORDINATION is PRIOR TO
FABRICATION OF NEW WOOD ROOF TRUSSES.
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Architect Fla. Lic. # AR0011732
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* CONTRACTOR TO VERIFY AND MATCH EXISTING TIE SEAM HEIGHT
ROOF FRAMING PLAN 1/4n
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WOOD ROOF TRUSSES 4 24"
OL. ENGINEERED BY
TRUSS MANUR CONTRACTOR
TO MATCH EXIST. SLOPE
AND VERIFY DIMENSIONS t
CONDITIONS IN FIELD.
PROVIDE I "5 VERTICAL
BAR 0 32" O.C. + GONG.
GABLE END
CONTRACTOR TO VERIFY t
MATCH EXIST_ OVER HANG
6761 Southwest 68th Terrace
Miami, Florida 3 3 1 4 3
(305) 7 4 0 — 5 1 85
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