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38066-38070 Daughtery Rd
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38066-38070 Daughtery Rd
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Last modified
2/26/2025 7:19:31 PM
Creation date
2/18/2025 4:18:31 PM
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Building Plans
Street #
38066-38070
Location
Daughtery Rd
Contractor
Sandy Development
Building Plans - Permit #
9031-9090
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COMPOSITE GMU <br />TIE 5M. - SEE 5TRUGT. <br />PZ-30 FIBER6,LA55 <br />2x2 AGOU. TILE <br />6FILIN6 SYSTEM <br />L4x4x3lb 6AL.\,/ STEEL <br />SHELF AN(5LE ABOVE <br />ARCH NITH 1/2" NED6E <br />BOLTS a 24" O.G. <br />GOMP051TE GMU <br />LINTEL - SEE STRUGT. <br />1/2" C7NB ON 11b" C7ALV. <br />MTL. FURRIN(5 CHANNELS <br />0 Irbil O.G. VERT. YW-42 <br />ALFOIL IN5UL. 5ETNEEN <br />MARBLE STOOL <br />GONT. K.O. GMU N/#5 IN - <br />61ROUT FILL UNDER NINDON <br />(TYP-) <br />1/2" C7NB ON'7/8" 6ALV.- <br />MTL. FURRINC-7GHANNEL5 <br />a 16" O.G. VERT. I^W-4.2 <br />ALFOIL INEOL. BETNEEN <br />SEE ROOM FIN. 5GHED. FOR <br />BASE <br />4" GONG. SLAB Wbx6 -J <br />NIA/NIA NNF OVER 6MIL <br />POLYETHYLENE VAPOR <br />BARRIER ON CLEAN, <br />GOMPAGTED, TREATED <br />FILL <br />(3) #5 GONT. <br />WA�Lw. SECTION <br />SCALE : 3/4" = V-0" <br />TRU55 TIE-DOM <br />SEE 5TRUCT. DIN65. <br />DIMENSIONAL FIBER6LA55/A5PHALT <br />GMU HALL RETURN BEYCIsD.-- <br />5HINrvLE5 ON 50# FELT OVER 5/5" <br />GDX PLYND. ON PRE-EN61NEERED <br />NO. TRUSSES a 24" O.G. MAX. <br />oil <br />COMPOSITE GMU <br />tGONT. PREFIN. ALUM. <br />TIE BI`4. SEEe,�GT. <br />DRIP ED67E <br />12 <br />14 ro" COLONIAL STYLE PREFIN. <br />L--+x4x Ab 51 1ELF1 1 11 <br />ALUM. 6UTTER <br />ABOVE ARCH NITH <br />TRUSS BEARIN6 <br />1/2" NEDC-E BOLTS <br />-24" O.G. <br />EL. 12'-0" <br />F <br />GOMPO'517E GMU <br />GOMP051TE CMU <br />TIE 5M. - SEE 5TRUCT. <br />L INTEL - 5EE5TRUGT. <br />'�-2x ND. <br />3/4" 5TUGGO FASGIA/50FFIT <br />FI3,ER,6LA55 <br />FRAMIN6 19 <br />ON 6ALV. MTL. LATH ON 30# <br />AN?L,; <br />FRAMIN6 @ <br />161, O.c. <br />FELT OVER 1/2" GDX PLYND. <br />_j__L_ Irbil O.G <br />15� SOFFIT FRAMIN <br />J <br />EL. 10'-b 1/2" <br />GONT. 3/4" 5TUGGO DRIP SGREE0. <br />GONT.'%"'*' PVG SOFFIT VENT 5GRE-ED. <br />2x2 AGOU. TILE <br />GEILIN6 a-r5TEM <br />GONTROL JOINT N/SEALANT <br />L4x4>-f5l,3 `-HELF AN6LE <br />GONT. 5ELF-ADHE51VE <br />Af30\/E AF-16H NITH <br />RUBBERIZED ASPHALT <br />112" NEa&E BOLTS <br />FLA5HIN6 N/OPEN JOINT NEEP5 -g 24" <br />24" O-G. <br />RONLOCK BRICK TRIM AROUND <br />(,',OMFC��I-:E CMU <br />NINDON OPENINC7-5EE ELEVATIONS <br />LINTEL - �-.,EE 5TRU(,-T. <br />TOP OF ARG <br />6+413 ")N -7/8" 6ALV. <br />M-FL'.;FtJ1RF'.IN6 GHANNELS <br />ARC, 5PRIN&LINE A� <br />o 16" 0.6� \,-ERT. leM-4.2 <br />EL. -71-411 <br />r <br />ALFOil_ W�301_. BETNEEN <br />Y <br />ANOD. ALUM.5INC7LE HUN& NINDON (3 <br />V41TH ARCH TOP t 5GREEN5 <br />DARK BRONZE ANOD. FINISH <br />1 1/2 <br />SLOPED BRICK SILL <br />GMU NINoON SIL!=� <br />DARK BRONZE ANOD. ALUM. - <br />STOREFRONT DOOR- WARCH <br />EL. 2'-&" <br />TRAN50M $ 51DELITE5 <br />GONT. THRU-NALL SILL FLA5HIN& <br />UNDER NINDON 4 TURNED UP AT <br />f3AGK 4 ENDS TO FORM DAM <br />PROVIDE NEEP5 UNDER BRICK <br />SILL <br />MODULAR BRICK VENEER N/1" <br />AIR SPACE $ BRICK TIES a 24" O.G. E.N. <br />4 <br />ASPHALTIC DAMPPROOFING- <br />ALUM. SADDLE THRESHOLD <br />W GMU KA4_L KrMU55-TYPE HORIZ <br />JOINT REINF. a 16' O.G. VERT. <br />FIN. FLOOR <br />j <br />I <br />-GONT.5F_LF-ADHE5IVE <br />RUBBERIZED ASPHALT <br />FLASHINC7 <br />-OPEN JOINT NEEP @ 24" O.G. <br />-USE 4" CHU BELON (5RAPE <br />4" GONG.!�ALAB <br />NIAAKA KK= OVER rbMIL <br />PC '._-;E-n+!n.__ENE VAPOR <br />BARRIER ON CLEAN, <br />('1OMPAC,-7E_iT._,, TREATED <br />FILL <br />_U5� 4" IGMU BEL(31N 65RADE <br />TRU55 TIE-DONN <br />SEE 5TRUGT. DN675. <br />DIMENSIONAL FI5ERCvLA55/A5PHALT <br />5HIN67LES ON 30# FELT OVER 5/6" <br />GDX PLYND. ON PRE-ENC71NEERED <br />No. TRU55E5 a 2411 O.G. MAX. <br />21-011 GONT. PREFIN. ALUM. <br />DRIP ED&E <br />12 6" GOLONIAL5TYLE <br />4 PREFIN. ALUM. &UTTER <br />TRUSS BEARINC, <br />EL. 14'-0" <br />3/4" STUCCO FASGIA/SOFFIT <br />ON 6ALV. MTL. LATH ON 50# <br />FELT OVER 1/2" GDX PL'rND. <br />SOFFIT FRAMIN& <br />El . 12'-b 1/2" <br />Q TRUSS E3EARINC7 <br />EL. 12'-0" <br />T <br />GONT. 3" PVG SOFFIT VENT <br />---GONTROL JOINT W5EALANT <br />RONLOGK BRIGK TRIM AROUND <br />OPENIN67-SEE ELEVATIONS <br />,,-GOMP051TE LINTEL a GMU GOLUM5 TOP a 10'-0" <br />BOTTOM OF L1 <br />EL. 10'-0" <br />"--GONT. 5ELF-APHE51VE RUBBERIZED <br />ASPHALT FLASHINC7 WOPEN <br />JOINT NEEP5 a 24" O.G. <br />GONT. 3" PVG 5OFFI T VENT <br />TOP OF ARC <br />EL. 8'-&" <br />3/4" STUCCO SOFFIT <br />ON &ALV. MTL. LATH ON 50# <br />FELT OVER 1/2" GDX PLYND. <br />3/4" PVC 5TUGGO REVEAL JOINT. <br />ARC 5PRIN&LI <br />EL. -T-4" <br />'---RONLOGK BRIGK TRIM AROUND <br />DOOR OPENINC7-5EE ELEVATIONS <br />GMU GLUMN5 IN HALL. <br />-MODULAR BRICK VENEER N/1" <br />AIR SPACE 4 BRIGK TIES a 24" O.G. E.N. <br />TO b" GMU HALL K/TRU55-TYPE HORIZ. <br />JOINT REINF. a 16" O.G. VERT. <br />FIN. FLOOR <br />_EL._oT___o,, <br />GOMP051TE GMU -- <br />TIE BM. - 5EESTRJJGT. <br />3/4" STUGGO SOFFIT--J <br />ON &ALV. MTL. LATH ON 30# <br />FELT OVER 1/2" GDX PLYND. <br />GONT. 5" PVC, SOFFIT VENT - <br />4" GONG. SLAB K/bxb -J <br />NIA/NI.4 NNF OVER WIL <br />POLYETHYLENE VAPOR <br />BARRIER ON GLEAN, <br />COMPACTED, TREATED <br />FILL <br />ALML OCT I A111IN <br />C) <br />SCALE: 3/4" c V-0" <br />TRUSS TIE-DONN <br />SEE STRUCT. DN675. <br />DIMENSIONAL FIBER6LA55/A5FHALT <br />5HINC71 F5 ON 30# FELT OVER 5/8" <br />C,DX PLYND. ON PRE-ENC71NEERED <br />ND. TRUSSES a 24" O.G. MAX. <br />21-011 <br />12 <br />14 <br />9 <br />W <br />I <br />GONT. PREFIN. ALUM. <br />DRIP EDGE <br />b" GOLONIAL5TYLE <br />PREFIN. ALUM. 6UTTER <br />TRUSS 5EARIN6 <br />EL. 14'-0" <br />3/4" STUGGO FA5CIA/5OFFIT <br />ON 6ALV. MTL. LATH ON 30# <br />FELT OVER 1/2" GDX PLY00. <br />SOFFIT FRAMIN& <br />EL. 12-6, 1/2" <br />CONT. 3/4" 5TUGGO PRIP 5GREEP. <br />GONT. 3" PV6 SOFFIT VENT 5GREED. <br />CONTROL JOINT WSEALANT <br />MODULAR BRIGK \/ENEER NITH I" AIR <br />SPACE AND BRICK TIES a 24"GG <br />FIN. FLOOR <br />0�11 <br />USE 4" GMU BELON (5RADE <br />0 <br />0 <br />.2 <br />W_ <br />CR <br />CH <br />(1) <br />N <br />W% <br />Ln <br />ce <br />Lu <br />z <br />Lu <br />u <br />L: <br />'o <br />Lu <br />ce <br />:5 <br />u0 <br />Z <br />0 <br />0 <br />L)a <br />4,J <br />W <br />u <br />z <br />0 <br />(J) <br />�d <br />01 <br />I -a <br />too <br />0 31: <br />,u 440, <br />H <br />"Deq <br />1 <br />2 <br />3 <br />4 <br />SHM <br />A-6 <br />OF 7 <br />
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