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5536 6th St
Zephyrhills
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5536 6th St
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Last modified
3/4/2025 8:08:19 AM
Creation date
2/19/2025 8:22:02 AM
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Building Plans
Street #
5536
Location
6th St
Contractor
Sunstate Aluminum
Building Plans - Permit #
17219
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�u <br />DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH <br />WITH 8d COMMON NAILS (2) TYPICAL <br />SIMPS❑N H2,5A RATED #600 UPLIFT <br />ATTACH PER MANUFACTURER SPECS <br />FL 10456 <br />2x6 WOOD FASCIA WITH ALUMINUM —� <br />SOFFIT AND FASCIA TRIM <br />ATTACH TO TAILS WITH 10d COMMON (2) PER CONNECTION <br />2X4 STUD WALL @ 16" ❑,C, <br />1/2" OR 7/16" ❑SB MIN, PLYWOOD SHEATING <br />NAILED W/8d COMMON NAILS @ 4" D.C. <br />BOUNDARIES, 6" ❑.C, EDGES, AND 12" ❑,C, FIELD <br />TYVEK VAPOR FILM UNDER SHEATHING <br />R-11 INSULATION MIN <br />SIMPSON <br />pER1 MANUFACTURERS SPEC <br />L 10456 <br />2X4 PT BOTTOM PLATE ATTACHED TO FL❑OR- <br />1/2"X8" "J" ANCHOR BOLT OR 1/2"X8" WEDGE <br />ANCHORS @ 24" D.C. MAX <br />TYPICAL <br />2X4 #2 SPF STUDS @ D <br />W/2 1601 TOENAILS T&B <br />4" CONCRETE SLAB <br />WALL <br />PRE—ENGINEERED WOOD TRUSSES @ 24" ❑,C, MAX <br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER <br />SHEATHING TO BE 15/32" 4 PLY CDX OR PLYW W/8ol RING SHANK NAILS <br />6" D.C. 4" ❑,C, FOR FIRST 3 TRUSSES FROM GABLE ENDS <br />USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 <br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS <br />FLASHING PER FBC—R 905 <br />zzz <br />12 <br />SECTION <br />2"x4"x8' CONTINUI❑US LATERAL BRACES <br />(@ 4' O„C, MAX ) AT BOTH GABLE ENDS <br />NAILED TO BOTTOM CHORD OF TRUSSES <br />W/ (2 EA) 10d NAILS <br />1/2" CEILING TYPE GYPSUM BOARD <br />ATTACHED WITH 5d COOLER NAILS <br />OR #8 DRYWALL SCREW AT 7" D.C. MAX <br />SIMPSON SP2 RATED 1065# UPLIFT <br />ffTA%ER MANUFACTURERS SPEC <br />1/2" GYPSUM WALLBOARD <br />ATTACHED WITH 5d COOLER NAILS <br />OR #8 DRYWALL SCREW AT 7" ❑,C, MAX <br />4" CONCRETE (3000PSI) WITH #10 <br />6X6 MESH ON 6 MIL POLY <br />VAPOR BARRIER OVER CLEAN <br />COMPACTED POISON TREATED <br />SOIL, VAPOR BARRIOR <br />MATERIAL TO BE LAPPED <br />6"WITH SEAMS TAPED <br />CLEAN COMPACT TERMITE TREATED S❑IL <br />20"W X 12"W MONOLITHIC SLAB W/(2) <br />#5 REBAR CONTINIOUS ON CHAIRS <br />BOTTOM OF F❑OTER SHALL BE 12" BELOW GRADE <br />1/2" CEILING TYPE GYPSUM BOARD <br />gTTACHED WITH 5d COOLER NAILS <br />IR #8 DRYWALL SCREW AT 7" D.C. MAX <br />1/2" GYPSUM WALLBOARD <br />ATTACHED WITH 5d COOLER NAILS <br />OR #8 DRYWALL SCREW AT 7" D.C. MAX <br />'T BOTTOM PLATE ATTACHED TO FLOOR <br />3d SPIKE NAILS @ 8" D.C. <br />TYPICAL INTERIOR WALL <br />SIMPS❑N SP4 RATED 735# UPLIFT <br />ATTACHED PER MANUFACTUERS SPEC <br />FL 10456 <br />SIMPS❑N SP1 RATED 585# UPLIFT — <br />ATTACHED PER MANUFACTUERS SPEC <br />FL 10456 <br />E_.T'_TERIOR WINDOW <br />FRAYING CONNECTION <br />SIMPSON LSTA12 STRAPS 24" ❑,C <br />@ HEADER RATED 805# UPLIFT <br />ATTACHED PER MANUF, SPECS FL 10852 <br />/— SIMPSON CMST STRAPING @ ALL <br />WINDOW & DOOR HEADERS <br />�(2) 2"X6" HEADER W/1/2" CDX PLYWOOD OR <br />❑SB PLATE GLUDED & NAILED <br />2X4 STUD WALL @ 16" ❑.C, <br />1/211" X 7" "J" IB❑LTS @ 32" ❑,C, <br />W/ 3"x3"x1/8" SQ STEEL WASHERS <br />OR 1/2"X8" WEDGE ANCHOR <br />(TYPICAL) @ EACH DOOR & WINDOW ❑PENING. <br />SIMPSON SP2 RATED 890# UPLIFT <br />ATTACHED PER MANUFACTUERS SPEC <br />FL 10456 <br />SIMPS❑N CMST STRAPING @ ALL <br />WINDOW & DOOR HEADERS <br />ATTACHED PER MANUF, SPECS FL 10866 <br />SIMPSON LSTA12 STRAPS 24" ❑,C <br />@ HEADER RATED 805# UPLIFT <br />ATTACHED PER MANUF, SPECS FL 10852 <br />(2) 2"X6" HEADER W/1/2" CDX PLYWOOD OR <br />❑SB PLATE GLUDED & NAILED <br />. a .•. • . ° • •. <br />2X4 STUD WALL @ 16" ❑,C, <br />L SIMPSON HTT20B RATED 1750# UPLIFT <br />SIMPSON SP1 RATED 585# UPLIFT <br />1-1/21"1 X 7" "J" BOLTS @ 32" D.C. <br />W/ 3"x3"x1/8" SQ STEEL WASHERS <br />D <br />D❑R 1/2"X8" WEDGE ANCH❑R <br />EXTERIOR OO11, (TYPICAL) @ EACH DOOR & WIND❑W ❑PENING, <br />FRAMING CONNECTION <br />I hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 <br />David W. Smith, P.E. #53608 <br />
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