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5520 20th St (2)
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5520 20th St (2)
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Last modified
3/4/2025 7:40:47 AM
Creation date
2/19/2025 8:21:55 AM
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Building Plans
Street #
5520
Location
20th St
Contractor
Kathleen York-Homeowner
Building Plans - Permit #
7391
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RIGHT ELEVATIMAN <br />PRE-ENGINEERED WOOD TRUSSES @ 24" D.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 PLY <br />6" D.C. 4" D.C. FOR FIRST 3 TRUSSES FROM C <br />USE STEEL PLYCLIPS. RIDGE VEN' <br />INSTALL R❑❑FING PER MANUFACTURERS SPECI <br />C❑NTINI❑US ALUM DRIP EDGE OR GUTTER <br />2X4 WOOD SUB WITH ALUMINUM <br />S❑FFIT AND FASCIA TRIM <br />mWill \Amial '" <br />PRE -CAST C❑NC SILL & WIND❑W C- <br />8"X8°X16" CMU T <br />DEC❑RATIVE CEMENTU❑US FINI <br />16" X 12" M❑N❑LITHIC SLAB <br />W/ (2) #5 BARS ON CHAIRS 4'-0" [ <br />l <br />`., 0-11 11" <br />TYPICAL WALL SECTION <br />7,-2„ <br />REAR ELEVATION <br />2" CEILING TYPE GYPSUM BOARD <br />-19 BATT INSULATI❑N (MIN) ATTIC SPACE <br />'TI❑NAL BLOWN FIBERGLASS INSULATI❑N <br />E (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS <br />ICATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES <br />TH 10ol- X 1 1/2" NAILS <br />) COURSE 8"X8" KNOCK -OUT BLOCK FILLED <br />]LID W/(l) #5 BAR, TYP, AT ALL S❑LID WALLS <br />RECAST CONCRETE LINTEL <br />'2' DRYWALL OVER R5.4 CEL❑TEX "TUFF-R" <br />ISULATI❑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 />SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY <br />OF FIBER MESH IN MIX. <br />DEGREE BEND WITH 25" LAP MINIMUM <br />CT TERMITE TREATED S❑IL <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />DETAIL "A" <br />MIN 25" Li <br />HEADER BLOC <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O.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 PL <br />G" ❑.C. 4" Of. FOR FIRST 3 TRUSSES FROM <br />USE STEEL PLYCLIPS. RIDGE VE <br />INSTALL R❑❑FING PER MANUFACTURERS SPEI <br />C❑NTINI❑US ALUM DRIP EDGE OR GUTTE <br />2X4 WOOD SUB WITH ALUMINL <br />S❑FFIT AND FASCIA TRIM <br />VARIE <br />SEE PL( <br />8"X8"X16" CMU <br />DEC❑RATIVE CEMENTU❑US FI <br />#5 DOWEL TO MATCH RE <br />FROM F❑❑TER W/25" MI <br />4"X4" INSPECTI❑N F <br />AT EACH FILL CELL <br />16" X 12" M❑N❑LITHIC SLAB <br />W/ (2) #5 BARS ON CHAIRS 4'-0' <br />2" CEILING TYPE GYPSUM BOARD <br />-19 BATT INSULATI❑N (MIN) ATTIC SPACE <br />'TI❑NAL BLOWN FIBERGLASS INSULATI❑N <br />E (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS <br />ICATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES <br />TH 10d X 1 1/2" NAILS <br />) COURSE 8"X8" KNOCK -OUT BLOCK FILLED <br />]LID W/0) #5 BAR, TYP, AT ALL S❑LID WALLS <br />"2" DRYWALL OVER R5,4 CEL❑TEX "TUFF-R" <br />ISULATI❑N BOARD AND FURRING <br />4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM <br />REINF OR FIBER MESH OVER 006 PL❑YETHYLENE VAPOR BARRIER, <br />HOLD MESH IN TOP 1 1/2" OF SLAB, <br />SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY <br />OF FIBER MESH IN MIX, <br />DEGREE BEND WITH 25" LAP MINIMUM <br />CT TERMITE TREATED S❑IL <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />TYPICAL WALL SECTI(,-,.,) 1� �l1 � �'AI�, 99 �9 <br />8"X16" CONCRETE F❑❑TER <br />W/(2) #5 BARS CUNT ON CHAIRS <br />STANDARD 90 HOOK <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />ALjf-r'Efnll\\IAT-L'-' STEMWALL <br />FOOTER DETAIL <br />
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