45'-0". ll dimensions as noted.. ll wall studs are X4 unless otherwise noted. 3. racing Method: S-WSP (ontinuous Sheathing-Wood Structural Panel) 4. " rigid insulation shall be used as water-resistive barrier per ES-4 Sect. 4.3. ll seams and joints to be taped with 7 8" construction tape. 5. Face of sheathing @ exterior walls to align with face of masonry below. 6. ll window locations to be determined on site unless otherwise dimensioned. 7. ll windows and doors to be covered by porches and flashed. 8. ll windows and doors shall have an overall U-Factor of.35 or less, and a SHG of.30 or less. 9. Water resistant flooring shall be used in kitchen, bathroom(s), and laundry areas ND w/in 3 feet of all exterior doors. 0. lothes dryer shall be exhausted directly to outdoors.. HV eturn is shown for crawl location ONLY. ttic return is above hall ceiling.. Trusses shall be '-0" O.., in-line with framing below, shall bear on exterior walls ONLY (unless otherwise noted), have a raised heel, and " overhangs. 3. Light gray -O- light brown shingles to be used on roof. 4. ny building face within 0' of property line requires protection behind aluminum & vinyl soffits per N 0 Section 703..3. 5. TEMITE TETMENT: OTE treatment of all framing within 3' of foundation. 6. Insulation shall be installed per manf'rs specs with no substantial gaps, voids, compressions, or wind intrusion. Insulation and air barrier shall be in physical contact with each other. 7. Provide min. of 0' X 0' concrete driveway ND sidewalk to front door. 8. Seal external cracks, joints, etc. around windows and doors with caulking and install pest proof screens. 9. Water heater to be located in designated closet as shown; drain and drain pan shall be installed; drain shall lead directly to outdoors. 0. Drain and drain pan -O- single throw supply valve shall be installed for clothes washer. () x8 SYP POH EMS (TYP) 4X4 TETED POST POPOSED ELETIL PNEL LOTION 3'-0" 0'-8 3 4 " * -" 9'- 4 " K DYE 5'-6" EXT X4 WLL H WSH '-4" '-9" F E '-8" H.W. ET. I; SEE NOTE - 3 4 " F 0'-0 3 4 " H 9'-6" UPPE INET -7" 5'- 4 " 3'-" '-" 0'-0 " H POPOSED 3" PV TEE 45'-6" 50' 3' -0" 5'-0 4 " 3'-4" '-" VINYL 3'-4" FUT D.W. '-6 4 " LE 0'-5 " -4 " 3'-9" 3'-3" -6" 0'-" 6X6 TETED POST W/ POST SE, TYP () x0 EM E.S. OF POH. '-8"X-4". '-8" X 3'0" Meets all egress and glazing requirements per 0 N ES LDG ode D 36" Exterior Metal Entry Door 3" Exterior Metal Entry Door Windows Exterior Doors 4" Interior Door 3" Interior Door Windows/Doors () E 8" Interior Door F 30" Interior Door G 8" Interior Door H 36" Interior Door I 36" i-hung Interior Door J 48" i-hung Interior Door K 60" i-hung Interior Door () X4 () X4 Per Table 50.5() of the 0 N ES LDG ode Exterior Walls - X4s @ 4" O.. Interior Walls - X4s @ 4" O.. * No interior load bearing walls -O- point loads. ll trusses bear on exterior walls. Heated: 865 SF Unheated: 9 SF (covered porches) HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: FLOO PLN PLOT DTE: Mar., 4 0' harlotte
IDGE VENT VINYL SHKES NOTE: ULK OUND X6 T OLUMN 3 4 " J-HNNEL LUM. P O S GLE TUSS O S P PLTE LOKS 6 4" 6" O.. 3 /" X6 O S OLUMN P 6X6 POST X6 DED WOOD X0 3/4" " SOFFIT OL P TTHED TO 6X6 POST W/ (4) 3" SEWS 3 8" 6X6 OL. TTHED TO EM THU OL. P W/ () 3" SEWS E.S. OF POST 5 Y. FIEGLSS SINGLE LSS ETINTEED INSTLLED OVE 7 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 8'- " SEE DETIL 3, THIS PGE (TYP) WPPED POH EM & PINTED TPEED OLUMN, UILT IN FIELD 6X6 IK OLUMN: SEE FOUNDTION PLNS FO DETILS 5 FONT ELEVTION MIN FIN. FLOO VINYL SHKES INSTLLED OVE 7 6 " OS, HOUSE WP VINYL LP SIDING W/ TIM (TYP) INSTLLED OVE WLL SHETHING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 8'- " VINYL PEFOTED SOFFIT @ EVES NOTE: WOODEN HNDIL/GUD IL S EQUIED, MUST MEET ODE. SEE DETIL THIS PGE 3 OLUMN P DETIL TETED X6 GUDIL W/ X4 P X TETED HNDIL TETED PIKETS 5" O.., TYP 8'- " 8'- " 4X4 TETED POST NH. TO IK STEP W/ " Ø EMED. NHO OLT 4 HNDIL/GUD IL DETIL SIDE ELEVTION 0'. Shall comply with N 0 Edition Section(s) 3 & 3. "Historic " Foundation ONLY: rick foundation on front of house/porch ONLY (See foundation plan for details) HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: ELEVTIONS- of PLOT DTE: Mar., 4 harlotte
IDGE VENT 5 Y. FIEGLSS SINGLE LSS ETINTEED INSTLLED OVE 7 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 5 8'- " 8'- " VINYL PEFOTED SOFFIT @ EVES VINYL LP SIDING W/ TIM (TYP) INSTLLED OVE WLL SHETHING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) MIN FIN. FLOO E ELEVTION 8'- " 8'- " SIDE ELEVTION 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: ELEVTIONS- of PLOT DTE: Mar., 4 harlotte 3
50'. Keep foundation walls at least " tall to keep wood members off the ground.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( OWLOK ON POH EDGES 8" LOK WLL ELOW GDE; 4X8X6 MU & EMENT IK EHIND FE IK 45'-0" -0" ) 5. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation-see Details. 7. Locate within " of each corner, both sides of exterior doors, and every -0" O.. See "ut Sheet" for splice locations. Locate anchors within " each side of splice. 8. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 3'-0" 9'-0" IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) 0'-8 3 4 " 9'- 4 " -" 7'- 4 " /L OF 40" OWLOK FO 36" DOO '-" /L OF 40" OWLOK FO 36" DOO FE IK, TOP OUSE EMENT IK ON TOP OF LOK FOMS LEDGE FO SL 55'-4 6 " FONT POH '-4" 8" -0 " TO /L OFSTEPS 0'-" 3'-9" OWLOK ON POH EDGES IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) -" 4" LIP FO POH 8" LOK WLL EHIND FE IK " LOK WLL POVIDES 4" LEDGE FO POH EM. IK FE IK 4" LOK 8" LOK HOUSE LENGTH TOP OF SL FE IK EM. IK OMPTED FILL TO SL POH DEPTH POH: " SLOPE OMPTED FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK '-7" 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS FLOO PLN: WLLE IGHT DWG DTE: FE, 04 harlotte 4 SHEET TITLE: SL-HISTOI PLOT DTE: Mar., 4
50'. Keep foundation walls at least " tall to keep wood members off the ground.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( OWLOK ON POH EDGES 8" LOK WLL ELOW GDE; HOLLOW HEDE LOK, TOP OUSE, TYP 45'-0" -0" ) 5. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation-see Details. 7. Locate within " of each corner, both sides of exterior doors, and a min. of every 3". See "ut Sheet" for splice locations. Locate straps within " each side of splice. Must Meet ode. 8. Front wall ONLY: Face brick w/ ladder type joint reinforcement; " Ø threaded rod anchors, " from corners; -0" O..; 5" min. embedment. 9. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 3'-0" 9'-0" IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) 0'-8 3 4 " 9'- 4 " -" 7'- 4 " /L OF 40" OWLOK FO 36" DOO '-" /L OF 40" OWLOK FO 36" DOO 55'-4 6 " FONT POH '-4" 8" -0 " TO /L OFSTEPS 0'-" 3'-9" OWLOK ON POH EDGES IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) -" 4" LIP FO POH 8" LOK WLL EHIND FE IK " LOK WLL POVIDES 4" LEDGE FO POH HEDE LOK 8" LOK HOUSE LENGTH TOP OF SL FE IK EM. IK OMPTED FILL TO SL POH DEPTH POH: " SLOPE OMPTED FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK '-7" 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK 0' NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: SL-HISTOI PLOT DTE: Mar., 4 harlotte 5
. Dig continuous footing under all foundation walls; 8" minimum thickness, with () #4 rebars, continuous, on supports, @ -0" O.. max.. ll walls, including porches, must be inside set back lines. 3. See plan for thickened slab/load bearing interior wall locations (if applicable): 0" deep x 8" wide minimum footing with () #4 continuous rebar. 4. Top of rowlock on porch to be approx. 4" lower than top of house slab. 5. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation. 6. Locate within " of each corner, both sides of exterior doors, and a minimum of every 3". See plans for splice locations. Locate straps within " each side of splice. 7. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 9'-0" 0'-8 3 4 " 8'-" -0" 7'- 4 " /L OF 40" THESHOLD POJETION FO 36" DOO '-4" 50' 55'-4 6 " 45'-0" '-" /L OF 40" THESHOLD POJETION FO 36" DOO 0'-6" 3'-9" 0'-" 3'-0" '-7" -" 6" SQUE IK OLUMNS OVE POH SL=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK TOP OF SHED SL HOUSE LENGTH TOP OF MONO SL IK/STONE VENEE (OPT) POH DEPTH POH: " SLOPE GDE 6"X6" IK OLUMN 4" TOP OF MONO SL 0" OMPTED FILL TO SL D NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS E E OMPT FILL HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: SL-MONOLITHI PLOT DTE: Mar., 4 0' harlotte 6
50'. Maintain minimum floor joist clearance of 8" to grade and minimum dropped girder clearance of " to grade.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( OWLOK ON POH EDGES 8" LOK WLL (TYP) 45'-0" -0" ). 5. Poured porches-porch floor foundation will be two () brick courses plus a rowlock higher than house foundation. 6. Sill anchors/anchor bolt installation--0" O.. & within " of corners, then doubled every '. 7. Front wall ONLY: Face brick w/ 8" MU filled solid; " Ø rod anchors, " from corners; -0" O..; 5" min. embedment. 8. Foundation vents within 3' of corners. 9. rawl space door-see Site Prep Supervisor for location. 0. Termite Treatment: Structure to be termite treated with OTE when framing is complete ( ). 3'-0" 9'-0" IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) 0'-8 3 4 " 9'- 4 " -" 8" '-4" LUG -0" 9'-7" 0'-3" ' ' 8X6 PIE (TYP), DOPPED ", ON 'X'X8" FTG -0" **NOTE: PIE FOOTINGS N E DUG S SINGLE 0" TENH D -0" 5'-5 " 55'-4 6 " " MU FILLED SOLID, THIS SETION ONLY FONT POH -0 " TO /L OFSTEPS 0'-" 3'-9" OWLOK ON POH EDGES IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) WTE POOFING GVEL 8" PIE FILLED SOLID 'X' NOT TO SLE FTG. 8" LOK HOUSE LENGTH ENTE EM EM. IK 4" SOLID LOK POH DEPTH POH: " SLOPE OMPTED FILL TO SL JUMO IK " LOK FTG. FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK FTG. 8" LOK PIE FILLED SOLID -" 4" LIP FO POH '-7" 8" LOK WLL EHIND FE IK " LOK WLL POVIDES 4" LEDGE FO POH 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK 0' NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS D HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: WL-HISTOI PLOT DTE: Mar., 4 harlotte 7
. Long walls that run parallel with joists need a joist or blocking underneath. Place X0 blocking @ 3'-0" O..; consider plumbing when running extra joists. Dimensions are to outside face or block & center of joist unless otherwise noted 3. Use pressure treated lumber adjacent to all foundation brick and block material ENTELINES SHOWN OUTSIDE FE OF ND; "Historic " X0 floor joists--top edges flush with girders & band joists; ; double X girders; X0 band joists DYE WSH H.W. 3' DOULE X0 HEDES '-8" LE DOULE DOULE 3' O.. 8'-4" 9'-7" 0'-8 3 4 " '-4" -3" 9'-7" 0'-" 3-0 3 4 " EXT JOIST 3-4 3 4 " EXT JOIST 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: JOIST PLOT DTE: Mar., 4 harlotte 8
(Measurements are left to right & back to front, looking at the house). -0">'-0">5'-9" L. 8'-0">'-0">-" L. '-6". 0'-0 3 4". 8'-9 3 4" F. 9'-5" P. 3'-5 " P. - " HL. 5'-7 ">'-7" H. - " (x4)>3'-0" short (x6)-corner in. -0 3 4". 5'-5 3 4" 3. 5'-5 3 4" - x6 4. '-8" 5. 3'-0 " 6. 5'-6" 7. 0'-0 3 4" 8. 0'-0 3 4" 9. '-" 0. '-" K DYE 6 WSH 5 HL 0 H.W. 4 3 H P F 7 8 9 P L FIELD UILT LDDE. See additional framing documents for pre-fabricated component building & other framing information. Use "Wall Plate ut List" (above) when preparing house for framing 3. ll stud spacing shall be '-0" O.. unless otherwise noted. Exterior stud spacing shall be in line with truss layout above L D E F Window omponet Window omponet 36" Door omponet 3" Door omponet 4" Ladder Stud orner X4 studs: X4 studs: 9 0 4 7 G Int. Hollow orner H 4-4-4 Partition Tie I 4-6-4 Partition Tie J 6-4-6 Partition Tie K Historic eam Pocket L Standard eam Pocket X4 stud count in pre-fab. components: X6 stud count in pre-fab. components: X4 studs: X6 studs: TOTL X4 studs ordered: TOTL X6 studs ordered: 5 6 0 HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE IGHT DWG DTE: FE, 04 SHEET TITLE: FMING PLN PLOT DTE: Mar., 4 0' harlotte S-
. ll dimensions as noted.. ll wall studs are X4 unless otherwise noted. 3. racing Method: S-WSP (ontinuous Sheathing-Wood Structural Panel) 4. " rigid insulation shall be used as water-resistive barrier per ES-4 Sect. 4.3. ll seams and joints to be taped with 7 8" construction tape. 5. Face of sheathing @ exterior walls to align with face of masonry below. 6. ll window locations to be determined on site unless otherwise dimensioned. 7. ll windows and doors to be covered by porches and flashed. 8. ll windows and doors shall have an overall U-Factor of.35 or less, and a SHG of.30 or less. 9. Water resistant flooring shall be used in kitchen, bathroom(s), and laundry areas ND w/in 3 feet of all exterior doors. 0. lothes dryer shall be exhausted directly to outdoors.. HV eturn is shown for crawl location ONLY. ttic return is above hall ceiling.. Trusses shall be '-0" O.., in-line with framing below, shall bear on exterior walls ONLY (unless otherwise noted), have a raised heel, and " overhangs. 3. Light gray -O- light brown shingles to be used on roof. 4. ny building face within 0' of property line requires protection behind aluminum & vinyl soffits per N 0 Section 703..3. 5. TEMITE TETMENT: OTE treatment of all framing within 3' of foundation. 6. Insulation shall be installed per manf'rs specs with no substantial gaps, voids, compressions, or wind intrusion. Insulation and air barrier shall be in physical contact with each other. 7. Provide min. of 0' X 0' concrete driveway ND sidewalk to front door. POPOSED ELETIL PNEL LOTION 3'-0" 0'-8 3 4 " 4X4 TETED POST * -" 9'- 4 " 3'-" '-" 0'-0 " K H EXT X4 WLL 5'-6" '-4" F - 3 4 " E ET. I; SEE NOTE '-9" F '-8" 0'-0 3 4 " H H 45'-6" POPOSED 3" PV TEE 5'- 4 " 50' 3' 5'-0 4 " 3'-4" -7" UPPE INET 9'-6" '-" VINYL 3'-4" '-6 4 " LE FUT D.W. 0'-5 " 3'-9" () x0 EM E.S. OF POH 6X6 TETED POST W/ POST SE, TYP -6" 3'-3" -4 " 0'-" 8. Seal external cracks, joints, etc. around windows and doors with caulking and install pest proof screens. 9. Water heater to be located in designated closet as shown; drain and drain pan shall be installed; drain shall lead directly to outdoors. 0. Drain and drain pan -O- single throw supply valve shall be installed for clothes washer. () x8 SYP POH EMS (TYP) 45'-0" -0". '-8"X-4". '-8" X 3'0" Meets all egress and glazing requirements per 0 N ES LDG ode D 36" Exterior Metal Entry Door 3" Exterior Metal Entry Door Windows Exterior Doors 4" Interior Door 3" Interior Door Windows/Doors () E 8" Interior Door F 30" Interior Door G 8" Interior Door H 36" Interior Door I 36" i-hung Interior Door J 48" i-hung Interior Door K 60" i-hung Interior Door () X4 () X4 Per Table 50.5() of the 0 N ES LDG ode Exterior Walls - X4s @ 4" O.. Interior Walls - X4s @ 4" O.. * No interior load bearing walls -O- point loads. ll trusses bear on exterior walls. Heated: 865 SF Unheated: 9 SF (covered porches) HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 harlotte 9 SHEET TITLE: FLOO PLN PLOT DTE: Mar., 4 0'
IDGE VENT VINYL SHKES NOTE: ULK OUND X6 T OLUMN 3 4 " J-HNNEL LUM. P O S GLE TUSS O S P PLTE LOKS 6 4" 6" O.. 3 /" X6 O S OLUMN P 6X6 POST X6 DED WOOD X0 3/4" " SOFFIT OL P TTHED TO 6X6 POST W/ (4) 3" SEWS 3 8" 6X6 OL. TTHED TO EM THU OL. P W/ () 3" SEWS E.S. OF POST VINYL SHKES INSTLLED OVE 7 6" OS, HOUSE WP VINYL LP SIDING W/ TIM (TYP) INSTLLED OVE WLL SHETHING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 8'- " VINYL PEFOTED SOFFIT @ EVES MIN FIN. FLOO NOTE: WOODEN HNDIL/GUD IL S EQUIED, MUST MEET ODE. SEE DETIL THIS PGE FONT ELEVTION 5 5 Y. FIEGLSS SINGLE LSS ETINTEED INSTLLED OVE 7 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 8'- " SEE DETIL 3, THIS PGE (TYP) WPPED POH EM & PINTED TPEED OLUMN, UILT IN FIELD 6X6 IK OLUMN: SEE FOUNDTION PLNS FO DETILS 3 OLUMN P DETIL TETED X6 GUDIL W/ X4 P X TETED HNDIL TETED PIKETS 5" O.., TYP 8'- " 8'- " 4X4 TETED POST NH. TO IK STEP W/ " Ø EMED. NHO OLT 4 HNDIL/GUD IL DETIL SIDE ELEVTION 0'. Shall comply with N 0 Edition Section(s) 3 & 3. "Historic " Foundation ONLY: rick foundation on front of house/porch ONLY (See foundation plan for details) HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: ELEVTIONS- of PLOT DTE: Mar., 4 harlotte 0
IDGE VENT 5 Y. FIEGLSS SINGLE LSS ETINTEED INSTLLED OVE 7 6 " OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 5 8'- " 8'- " VINYL LP SIDING W/ TIM (TYP) INSTLLED OVE WLL SHETHING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) VINYL PEFOTED SOFFIT @ EVES MIN FIN. FLOO E ELEVTION 8'- " 8'- " SIDE ELEVTION 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: ELEVTIONS- of PLOT DTE: Mar., 4 harlotte
. Keep foundation walls at least " tall to keep wood members off the ground.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( '-7" 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK " LOK WLL POVIDES 4" LEDGE FO POH ) 5. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation-see Details. 7. Locate within " of each corner, both sides of exterior doors, and every -0" O.. See "ut Sheet" for splice locations. Locate anchors within " each side of splice. 8. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 3'-0" 9'-0" 0'-8 3 4 " -" 4" LIP FO POH EMENT IK ON TOP OF LOK FOMS LEDGE FO SL FE IK, TOP OUSE FONT POH -0 " TO /L OFSTEPS 3'-9" 8" LOK WLL EHIND FE IK IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) OWLOK ON POH EDGES IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) -" 9'- 4 " 7'- 4 " /L OF 40" OWLOK FO 36" DOO '-" /L OF 40" OWLOK FO 36" DOO 55'-4 6 " '-4" 8" 0'-" OWLOK ON POH EDGES 8" LOK WLL ELOW GDE; 4X8X6 MU & EMENT IK EHIND FE IK -0" 45'-0" 50' EM. IK FE IK 4" LOK 8" LOK HOUSE LENGTH TOP OF SL FE IK EM. IK OMPTED FILL TO SL POH DEPTH POH: " SLOPE OMPTED FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS FLOO PLN: WLLE LEFT DWG DTE: FE, 04 harlotte SHEET TITLE: SL-HISTOI PLOT DTE: Mar., 4
. Keep foundation walls at least " tall to keep wood members off the ground.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( '-7" 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK " LOK WLL POVIDES 4" LEDGE FO POH ) 5. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation-see Details. 7. Locate within " of each corner, both sides of exterior doors, and a min. of every 3". See "ut Sheet" for splice locations. Locate straps within " each side of splice. Must Meet ode. 8. Front wall ONLY: Face brick w/ ladder type joint reinforcement; " Ø threaded rod anchors, " from corners; -0" O..; 5" min. embedment. 9. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 3'-0" 9'-0" 0'-8 3 4 " IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) -" 9'- 4 " -" 7'- 4 " /L OF 40" OWLOK FO 36" DOO 4" LIP FO POH '-" /L OF 40" OWLOK FO 36" DOO 55'-4 6 " FONT POH -0 " TO /L OFSTEPS '-4" 8" 3'-9" 0'-" 8" LOK WLL EHIND FE IK IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) OWLOK ON POH EDGES OWLOK ON POH EDGES 8" LOK WLL ELOW GDE; HOLLOW HEDE LOK, TOP OUSE, TYP -0" 45'-0" 50' HEDE LOK 8" LOK HOUSE LENGTH TOP OF SL FE IK EM. IK OMPTED FILL TO SL POH DEPTH POH: " SLOPE OMPTED FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK 0' NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: SL-HISTOI PLOT DTE: Mar., 4 harlotte 3
. Dig continuous footing under all foundation walls; 8" minimum thickness, with () #4 rebars, continuous, on supports, @ -0" O.. max.. ll walls, including porches, must be inside set back lines. 3. See plan for thickened slab/load bearing interior wall locations (if applicable): 0" deep x 8" wide minimum footing with () #4 continuous rebar. 4. Top of rowlock on porch to be approx. 4" lower than top of house slab. 5. 4" of 3,000 PSI fiber reinforced concrete, 0 mil. vapor barrier with min. 4" washed stone or equiv recycled concrete over compacted fill, -5 rigid insulation. 6. Locate within " of each corner, both sides of exterior doors, and a minimum of every 3". See plans for splice locations. Locate straps within " each side of splice. 7. Termite Treatment: Structure to be termite treated with OTE when framing is complete. 9'-0" 0'-8 3 4 " 7'- 4 " /L OF 40" THESHOLD POJETION FO 36" DOO -" 55'-4 6 " '-7" '-" /L OF 40" THESHOLD POJETION FO 36" DOO 0'-6" 3'-9" 6" SQUE IK OLUMNS OVE POH SL=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK 3'-0" 8'-" '-4" 0'-" -0" 45'-0" 50' TOP OF SHED SL HOUSE LENGTH TOP OF MONO SL IK/STONE VENEE (OPT) POH DEPTH POH: " SLOPE GDE 6"X6" IK OLUMN 4" TOP OF MONO SL 0" OMPTED FILL TO SL D NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS E E OMPT FILL HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: SL-MONOLITHI PLOT DTE: Mar., 4 0' harlotte 4
. Maintain minimum floor joist clearance of 8" to grade and minimum dropped girder clearance of " to grade.. Dig continuous footing under all foundation walls; 8" minimum thickness. 3. ll walls, including porches, must be inside set back lines. 4. No interior load bearing walls or point loads. ll trusses bear on exterior walls. ( ). 5. Poured porches-porch floor foundation will be two () brick courses plus a rowlock higher than house foundation. 6. Sill anchors/anchor bolt installation--0" O.. & within " of corners, then doubled every '. 7. Front wall ONLY: Face brick w/ 8" MU filled solid; " Ø rod anchors, " from corners; -0" O..; 5" min. embedment. 8. Foundation vents within 3' of corners. 9. rawl space door-see Site Prep Supervisor for location. 0. Termite Treatment: Structure to be termite treated with OTE when framing is complete ( ). 3'-0" 9'-0" 0'-8 3 4 " IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) '-4" 8" -" 9'- 4 " LUG -" 0'-3" **NOTE: PIE FOOTINGS N E DUG S SINGLE 0" TENH -0" 9'-7" ' ' D -0" 8X6 PIE (TYP), DOPPED ", ON 'X'X8" FTG '-7" 4" LIP FO POH -0" 5'-5 " 55'-4 6 " FONT POH " MU FILLED SOLID, THIS SETION ONLY -0 " TO /L OFSTEPS 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF POH OWLOK. OVE OWLOK=38 " TO TOP OF P=43" ENTE J-OLT, POJET 7" OVE TOP OUSE OF IK 3'-9" 0'-" " LOK WLL POVIDES 4" LEDGE FO POH 8" LOK WLL EHIND FE IK IK STEPS TO GDE, WIDE, OLTS PE SUPEVISO (NOT SHOWN) OWLOK ON POH EDGES WTE POOFING 8" LOK GVEL 'X' FTG. OWLOK ON POH EDGES 8" LOK WLL (TYP) -0" NOT TO SLE 50' 45'-0" 8" PIE FILLED SOLID HOUSE LENGTH ENTE EM EM. IK 4" SOLID LOK POH DEPTH POH: " SLOPE OMPTED FILL TO SL JUMO IK " LOK FTG. FTG. FTG. OWLOK FE IK GDE 8" LOK " LOK FTG. 8" LOK PIE FILLED SOLID 0' NOT TO SLE; FINL GDE DETEMINES FOUNDTION ND POH HEIGHTS D HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: WL-HISTOI PLOT DTE: Mar., 4 harlotte 5
. Long walls that run parallel with joists need a joist or blocking underneath. Place X0 blocking @ 3'-0" O..; consider plumbing when running extra joists. Dimensions are to outside face or block & center of joist unless otherwise noted 3. Use pressure treated lumber adjacent to all foundation brick and block material 3-4 3 4 " EXT JOIST 3-0 3 4 " EXT JOIST "Historic " X0 floor joists--top edges flush with girders & band joists; ; double X girders; X0 band joists 0'-8 3 4 " 8'-4" DOULE DOULE '-4" -3" DOULE X0 HEDES 3' 9'-7" 3' O.. 9'-7" 0'-" '-8" LE ENTELINES SHOWN OUTSIDE FE OF ND; 0' HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: JOIST PLOT DTE: Mar., 4 harlotte 6
(Measurements are left to right & back to front, looking at the house) L. -0">'-0">5'-9". 8'-0">'-0">-". '-6". 0'-0 3 4". 8'-9 3 4" F. 9'-5" P. 3'-5 " P. - ". 5'-7 ">'-7" H. - " (x4)>3'-0" short (x6)-corner in FIELD UILT LDDE L L. -0 3 4". 5'-5 3 4" 3. 5'-5 3 4" - x6 4. '-8" 5. 3'-0 " 6. 5'-6" 7. 0'-0 3 4" 8. 0'-0 3 4" 9. '-" 0. '-" 7 9 0 8 P P H HL K 4 F 5 3 6. See additional framing documents for pre-fabricated component building & other framing information. Use "Wall Plate ut List" (above) when preparing house for framing 3. ll stud spacing shall be '-0" O.. unless otherwise noted. Exterior stud spacing shall be in line with truss layout above D E F Window omponet Window omponet 36" Door omponet 3" Door omponet 4" Ladder Stud orner X4 studs: X4 studs: 9 0 4 7 G Int. Hollow orner H 4-4-4 Partition Tie I 4-6-4 Partition Tie J 6-4-6 Partition Tie K Historic eam Pocket L Standard eam Pocket X4 stud count in pre-fab. components: X6 stud count in pre-fab. components: X4 studs: X6 studs: TOTL X4 studs ordered: TOTL X6 studs ordered: 5 6 0 HITT FO HUMNITY HLOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FLOO PLN: WLLE LEFT DWG DTE: FE, 04 SHEET TITLE: FMING PLN PLOT DTE: Mar., 4 0' harlotte S-