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6423 Silver Oaks Dr (2)
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6423 Silver Oaks Dr (2)
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Last modified
3/24/2025 1:53:44 PM
Creation date
2/19/2025 2:08:16 PM
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Building Plans
Street #
6423
Location
Silver Oaks Dr
Contractor
Carr Contracting SVC Inc
Building Plans - Permit #
7865
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on • <br />OIGHT LE-,117-VATION <br />PRE—ENGINEERED WOOD TRUSSES @ 24' ❑,C. MAX <br />TRUSSES SHALL HAVE GALV, METAL SEAT PLATES <br />UNDER THEM WHEN BEARING ON MASONRY <br />25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER <br />SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS <br />6" O.C. 4" O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS <br />USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED <br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS <br />C❑NTINI❑US ALUM DRIP EDGE OR GUTTER <br />2X6 WOOD SUB WITH ALUMINUM <br />S❑FFIT AND FASCIA TRIM <br />EXISTING <br />1/2" CEILING TYPE GYPSUM BOARD <br />R-19 BATT INSULATI❑N (MIN) ATTIC SPACE <br />❑PTI❑NAL BLOWN FIBERGLASS INSULATI❑N <br />EXISTING <br />USE (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS <br />L❑CATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES <br />LDLDWITH 10d X 1 1/2" NAILS <br />VARIES <br />SEE PLAN z <br />J (1) COURSE 8°X8" KNOCK -OUT BLOCK FILLED <br />W S❑LID W/(1) #5 BAR, TYP. AT ALL S❑LID WALLS <br />ALUM FRAME WIND❑WS v <br />ATTACHED TO P.T. BUCKS PRECAST CONCRETE LINTEL <br />WIND❑WS ATTACHED PER MANUF, SPECS 00 MARBLE SILL <br />PRE -CAST C❑NC SILL & WIND❑W (TYP) <br />8"X8"X16" CMU TYP, VARIES 1/2" DRYWALL OVER R5,4 CEL❑TEX "TUFF-R" <br />i INSULATI❑N BOARD AND P,T, FURRING STRIPS <br />i <br />DEC❑RATIVE CEMENTU❑US FINISH <br />i <br />20"H X 12'W M❑N❑LITHIC SLAB u <br />W/ (2) #5 BARS ON CHAIRS 4'-0" D.C. a 4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM <br />REINF OR FIBER MESHOVER .006 PL❑YETHYLENE VAPOR BARRIER, <br />HOLD MESH IN TOP 1 1/2" OF SLAB, <br />u <br />4• SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY <br />i, OF FIBER MESH IN MIX. (IN LIEU OF WIRE MESH) <br />2 0' <br />STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM <br />2 <br />CLEAN COMPACT TERMITE TREATED S❑IL <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />TYPICAL WALE SECTION - DETAIL "A" <br />STUCCO FINISH <br />L <br />TIO <br />6112 <br />MATCH TO EXISTIN <br />PRE-ENGINEERED WOOD TRUSSES @ 24" ❑,C, MAX <br />TRUSSES SHALL HAVE GALV. METAL SEAT PLATES <br />UNDER THEM WHEN BEARING ON MASONRY <br />25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER <br />SHEATHING TO BE 15/32" 4 PLY CDX OR PLYW W/8d RING SHANK NAIL <br />6" D.C. 4" O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS <br />USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED <br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS <br />C❑NTINI❑US ALUM DRIP EDGE OR GUTTER <br />2X6 WOOD SUB WITH ALUMINUM <br />S❑FFIT AND FASCIA TRIM <br />• <br />-LEFT ELEVA TION <br />1/2" CEILING TYPE GYPSUM BOARD <br />R-19 BATT INSULATI❑N (MIN) ATTIC SPACE <br />❑PTI❑NAL BLOWN FIBERGLASS INSULATI❑N <br />VARIES <br />SEE PLAN <br />8"X8"X16" CMU TYP, <br />DEC❑RATIVE CEMENTU❑US FINISH <br />#5 DOWEL TO MATCH REINF <br />FROM F❑❑TER W/25" MIN LAP <br />4"X4" INSPECTI❑N PORT <br />AT EACH FILL CELL (TYP) <br />20"H X 12"W M❑N❑LITHIC SLAB <br />W/ (2) #5 BARS ON CHAIRS 4'-0" D.C. <br />2 0 <br />/ <br />-�'-- USE (1) SIMPS❑N HF-TA20 STRAP POURED IN LINTEL AT EACH TRUSS <br />L❑CATI❑N, EXCEPT AS NOTE ON TRUSS LAY❑UT, FILL ALL NAIL HOLES <br />WITH 10d X 1 1/2" NAILS <br />(1) COURSE 8"X8" KNOCK -OUT BLOCK FILLED <br />S❑LID W/(1) #5 BAR. TYP. AT ALL S❑LID WALLS <br />1/2" DRYWALL LIVER R5.4 CEL❑TEX "TUFF-R" <br />INSULATI❑N BOARD AND FURRING <br />4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM <br />REINF OR FIBER MESHOVER ,006 PL❑YETHYLENE VAPOR BARRIER. <br />HOLD MESH IN TOP 1 1/2" OF SLAB. <br />4" SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY <br />OF FIBER MESH IN MIX, (IN LIEU OF WIRE MESH) <br />STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM <br />i <br />i <br />i <br />i <br />i <br />i <br />j <br />2 <br />ra <br />CLEAN COMPACT TERMITE TREATED S❑IL <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />TYPICAL WALL SECTION - DETRIL "B" <br />
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