(2) 2x8 SYP PORCH BEAMS (TYP) 4X4 TREATED POST 24' 5'-8" 3' " 3'-37 8 " 5' " 5' " DRYER WASH RET. AIR; SEE NOTE 11 4' "
|
|
- Jean Allison
- 7 years ago
- Views:
Transcription
1 . ll dimensions as noted.. ll wall studs are X4 unless otherwise noted.. racing Method: S-WSP (ontinuous Sheathing-Wood Structural Panel) 4. " rigid insulation shall be used as water-resistive barrier per ES-4 Sect. 4.. ll seams and joints to be taped with construction tape. 5. Face of exterior walls to align with face of masonry below. 6. ll window locations to be determined on site unless otherwise dimensioned.. ll windows and doors to be covered by porches and flashed. 8. ll windows and doors shall have an overall U-Factor of.5 or less, and a SG of.0 or less. 9. Water resistant flooring shall be used in kitchen, bathroom(s), and laundry areas N w/in feet of all exterior doors. 0. lothes dryer shall be exhausted directly to outdoors.. V 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.. 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 TEMITE TETMENT: OTE treatment of all framing within ' 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.. Provide min. of X 0' concrete driveway N 4' sidewalk to front door. POPOSE ELETIL PNEL LOTION 9'-5" '-4" 0' 5'- 4 " I '- 4 " '-4" 4'-0 4 " () x8 SYP EMS () 4X4 TETE POST '- 8 " '- 8 " 5'- " ' ET. I; SEE NOTE WS I K 4'-0 4 " 5'- YE 5'-0 4 " 4' '- " POPOSE " PV TEE.W. ' '- '-4" 9'-5" '-4" 0' '-" -" LF WLL VINYL FUT..W " x6 WLL FME IN FONT OF x4 WLL '- " ' 4'- '-6 4 " LE 9'- " '-6" VINYL -4" FONT 5' () x0 SYP EM E.S. OF 6X6 TETE POST W/ POST SE, ENTE LINE OF OX EM; GLE TUSS SLL E ON POSTS ONLY 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. rain and drain pan -O- single throw supply valve shall be installed for clothes washer. * 0'-6 4 " ' 0'-6 4 " 4 OOF TUSS 5'-4". '-X4'-4". '- X '0" Meets all egress and glazing requirements per 0 N ES LG ode 6" Exterior Metal Entry oor " Exterior Metal Entry oor Windows Exterior oors 4" Interior oor " Interior oor Windows/oors () E Interior oor F 0" Interior oor G Interior oor 6" Interior oor I 6" i-hung Interior oor J 4 i-hung Interior oor K 60" i-hung Interior oor () X4 () X4 Per Table 50.5() of the 0 N ES LG ode Exterior Walls - 4" O.. Interior Walls - 4" O.. * No interior load bearing walls -O- point loads. ll trusses bear on exterior walls. eated: 08 SF Unheated: SF (covered porches) 4'-0" NOT TO SLE FINISE WLL, EYON OUTE X0 LEGE. X4 STU WLL SUFLOO ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: FLOO PLN PLOT TE: Mar., 4 0' harlotte
2 IGE VENT VINYL SKES NOTE: ULK OUN X6 T OLUMN 4 " J-NNEL LUM. P O S GLE TUSS O S P PLTE LOKS 6 4" 6" O.. /" X6 O S OLUMN P 6X6 POST X6 E WOO X0 /4" " SOFFIT OL P TTE TO 6X6 POST W/ (4) " SEWS 6X6 OL. TTE TO EM TU OL. P W/ () " SEWS E.S. OF POST VINYL SKES INSTLLE OVE 6" OS, OUSE WP VINYL LP SIING W/ TIM () INSTLLE OVE WLL SETING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) SEE ETIL, TIS PGE () - " VINYL PEFOTE EVES MIN FIN. FLOO 5 5 Y. FIEGLSS SINGLE LSS ETINTEE INSTLLE OVE 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) - " WPPE EM & PINTE TPEE OLUMN, UILT IN FIEL OLUMN P ETIL NOTE: WOOEN NIL/GU IL S EQUIE, MUST MEET OE. SEE ETIL TIS PGE FONT ELEVTION 6X6 IK OLUMN: SEE FOUNTION PLNS FO ETILS TETE X6 GUIL W/ X4 P X TETE NIL TETE PIKETS 5" O.., 4X4 TETE POST N. TO IK STEP W/ " Ø EME. NO OLT - " - " 4 NIL/GU IL ETIL SIE ELEVTION 0'. Shall comply with N 0 Edition Section(s) &. "istoric " Foundation ONLY: rick foundation on front of house/porch ONLY (See foundation plan for details) ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: ELEVTIONS- of PLOT TE: Mar., 4 harlotte
3 IGE VENT 5 Y. FIEGLSS SINGLE LSS ETINTEE INSTLLE OVE 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) X6 SIE OOF EXTENSION TTE TO OOF TUSSES, UILT IN FIEL. SEE ENGINEEE OUMENTS 5 - " - " VINYL LP SIING W/ TIM () INSTLLE OVE WLL SETING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) VINYL PEFOTE EVES MIN FIN. FLOO E ELEVTION - " - " SIE ELEVTION 0' ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: ELEVTIONS- of PLOT TE: Mar., 4 harlotte
4 . Keep foundation walls at least " tall to keep wood members off the ground.. ig continuous footing under all foundation walls; minimum thickness.. 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. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of,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 etails.. 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. LOK WLL ELOW GE; 4X8X6 MU & EMENT IK EIN FE IK '-4" IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) '-4" OWLOK ON EGES 4' SIE " 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO FE IK, TOP OUSE EMENT IK ON TOP OF LOK FOMS LEGE FO SL 4" LIP FO FONT 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK ' TO /L OF STEPS IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) ' /L OF 40" OWLOK FO 6" OO OWLOK ON EGES LOK WLL EIN FE IK " LOK WLL POVIES 4" LEGE FO 4 SEE TTE ENGINEEE FOUNTION ETILS FO "ISTOI SL " EM. IK FE IK 4" LOK LOK OUSE LENGT TOP OF SL FE IK EM. IK OMPTE FILL TO SL EPT : " SLOPE OMPTE FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GE LOK " LOK 0' NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: SL-ISTOI PLOT TE: Mar., 4 harlotte 4
5 . Keep foundation walls at least " tall to keep wood members off the ground.. ig continuous footing under all foundation walls; minimum thickness.. 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. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of,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 etails.. Locate within " of each corner, both sides of exterior doors, and a min. of every ". 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. LOK WLL ELOW GE; OLLOW EE LOK, TOP OUSE, '-4" '-4" OWLOK ON EGES IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) 4' SIE " 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO 4" LIP FO FONT 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK ' TO /L OF STEPS N TTE FN TLS SEET # IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) ' /L OF 40" OWLOK FO 6" OO OWLOK ON EGES LOK WLL EIN FE IK " LOK WLL POVIES 4" LEGE FO 4 EE LOK LOK OUSE LENGT TOP OF SL FE IK EM. IK OMPTE FILL TO SL EPT : " SLOPE OMPTE FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GE LOK " LOK 0' NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: SL-ISTOI PLOT TE: Mar., 4 harlotte 5
6 . ig continuous footing under all foundation walls; minimum thickness, with () #4 rebars, continuous, on 4'-0" O.. max.. ll walls, including porches, must be inside set back lines.. See plan for thickened slab/load bearing interior wall locations (if applicable): 0" deep x 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,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 ". See plans for splice locations. Locate straps within " each side of splice.. Termite Treatment: Structure to be termite treated with OTE when framing is complete. '-4" 4' SIE " 5'-9 4 " TO /L OF 40" TESOL POJETION FO 6" OO FONT 6" SQUE IK OLUMNS OVE SL=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK ' TO /L OF 40" TESOL POJETION FO 6" OO 4 TOP OF SE SL OUSE LENGT TOP OF MONO SL IK/STONE VENEE (OPT) EPT : " SLOPE GE 6"X6" IK OLUMN 4" TOP OF MONO SL 0" OMPTE FILL TO SL NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS E E OMPT FILL ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: SL-MONOLITI PLOT TE: Mar., 4 0' harlotte 6
7 . Maintain minimum floor joist clearance of to grade and minimum dropped girder clearance of " to grade.. ig continuous footing under all foundation walls; minimum thickness.. 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 '.. Front wall ONLY: Face brick w/ MU filled solid; " Ø rod anchors, " from corners; -0" O..; 5" min. embedment. 8. Foundation vents within ' 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 ( ). LOK WLL () 0'- " '-4" OWLOK ON EGES -0" -0" -0" -0" **NOTE: PIE FOOTINGS N E UG S SINGLE 0" TEN IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) 4' SIE " 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO ' ' -6" TO ENTE OF PIE LINE -0" 8X6 PIE (), OPPE ", ON 'X'X MIN FTG -0" 5'-4" FONT 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK ' TO /L OF STEPS IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) WTE POOFING GVEL 'X' FTG. LOK '-4" '-8 " 4" LIP FO OWLOK ON EGES LOK WLL EIN FE IK " LOK WLL POVIES 4" LEGE FO NOT TO SLE 4 PIE FILLE SOLI OUSE LENGT ENTE EM EM. IK 4" SOLI LOK EPT : " SLOPE OMPTE FILL TO SL JUMO IK " LOK FTG. FTG. FTG. OWLOK FE IK GE LOK " LOK FTG. LOK PIE FILLE SOLI 0' NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: WL-ISTOI PLOT TE: Mar., 4 harlotte
8 . Long walls that run parallel with joists need a joist or blocking underneath. Place X0 '-0" O..; consider plumbing when running extra joists. imensions are to outside face or block & center of joist unless otherwise noted. Use pressure treated lumber adjacent to all foundation brick and block material OPTION : PLE JOIST UNE WLL TT UNS PLLEL WIT JOISTS (SOWN) OPTION : '-0" O.. '-8 " -0 " " JOISTS SET TO EITE SIE OF TOILET '- 4 ".W. "istoric " X0 floor joists--top edges flush with girders & band joists; ; double X girders; X0 band joists OUTSIE FE OF N ' OULE (ON INSIE) OULE (ON INSIE) 4 " OULE X0 EE -6" 0'- " '-4". WS YE '-4 4 " LOK '- LE ' ' OULE X0 EE '-8 " 9'-0 4 " '-4" '-4" OULE OULE ' 0' ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: JOIST PLOT TE: Mar., 4 harlotte 8
9 (Measurements are left to right & back to front, looking at the house). '-0">'-0". 5'-". -0">'-0">'-" 4. '-0">-0">'- " 5. -0">-4" 6. -0">-0". '-0">'-0" 8. incl. wall # '-5". 9'-5". '-8 ">9'-8 " 4. 5'- - x6 5. '-0" - x6 6. '-4" incl. walls#9,. '-4" 8. '-0" incl. wall #8 9. '- " incl. walls #6, 0. '- ". 5'- ". '-0" - half wall, see detail. '-6" incl. walls #6, 9 F 9'-" 5'-" I WS FIEL UILT LE 4 YE L 5.W. 9 G 0 E LF WLL SEE ETIL EXT. ELEV. SEET 4 FIEL UILT 5LE 6 6 FONT See additional framing documents for pre-fabricated component building & other framing information. Use "Wall Plate ut List" (above) when preparing house for framing. ll stud spacing shall be '-0" O.. unless otherwise noted. Exterior stud spacing shall be in line with truss layout above -6 " FIEL UILT LE -6 " FIEL UILT LE '- " K E F Window omponet Window omponet 6" oor omponet " oor omponet 4" Ladder Stud orner X4 studs: X4 studs: G Int. ollow orner Partition Tie I Partition Tie J Partition Tie K istoric 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: ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY IGT WG TE: FE, 04 SEET TITLE: FMING PLN PLOT TE: Mar., 4 0' harlotte S-
10 . ll dimensions as noted.. ll wall studs are X4 unless otherwise noted.. racing Method: S-WSP (ontinuous Sheathing-Wood Structural Panel) 4. " rigid insulation shall be used as water-resistive barrier per ES-4 Sect. 4.. ll seams and joints to be taped with construction tape. 5. Face of exterior walls to align with face of masonry below. 6. ll window locations to be determined on site unless otherwise dimensioned.. ll windows and doors to be covered by porches and flashed. 8. ll windows and doors shall have an overall U-Factor of.5 or less, and a SG of.0 or less. 9. Water resistant flooring shall be used in kitchen, bathroom(s), and laundry areas N w/in feet of all exterior doors. 0. lothes dryer shall be exhausted directly to outdoors.. V 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.. 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 TEMITE TETMENT: OTE treatment of all framing within ' 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.. Provide min. of X 0' concrete driveway N 4' 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. rain and drain pan -O- single throw supply valve shall be installed for clothes washer. POPOSE ELETIL PNEL LOTION 9'-5" '-4" 0' * 5'- 4 " I 0'-6 4 " ' 0'-6 4 " '- 4 " '-4" 4'-0 4 " ET. I; SEE NOTE 5'- " ' I 4'-0 4 " K '- 8 " '- 8 " 5'- 4X4 TETE POST () x8 SYP EMS () OOF TUSS 5'-0 4 " 4' 4 POPOSE " PV TEE '- " ' 0' '-4" 9'-5" '- VINYL -" LF WLL 5'-4" x6 WLL FME IN FONT OF x4 WLL '-4".W. '-" -0 8 " '-6 4 " LE FUT..W. ' '- " 9'- " VINYL '-6" 4'- -4" 5' FONT ENTE LINE OF OX EM; GLE TUSS SLL E ON POSTS ONLY 6X6 TETE POST W/ POST SE, () x0 SYP EM E.S. OF. '-X4'-4". '- X '0" Meets all egress and glazing requirements per 0 N ES LG ode 6" Exterior Metal Entry oor " Exterior Metal Entry oor Windows Exterior oors 4" Interior oor " Interior oor Windows/oors () E Interior oor F 0" Interior oor G Interior oor 6" Interior oor I 6" i-hung Interior oor J 4 i-hung Interior oor K 60" i-hung Interior oor () X4 () X4 Per Table 50.5() of the 0 N ES LG ode Exterior Walls - 4" O.. Interior Walls - 4" O.. * No interior load bearing walls -O- point loads. ll trusses bear on exterior walls. eated: 08 SF Unheated: SF (covered porches) 4'-0" NOT TO SLE FINISE WLL, EYON OUTE X0 LEGE. X4 STU WLL SUFLOO ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: FLOO PLN PLOT TE: Mar., 4 0' harlotte 9
11 IGE VENT VINYL SKES NOTE: ULK OUN X6 T OLUMN 4 " J-NNEL LUM. P O S GLE TUSS O S P PLTE LOKS 6 4" 6" O.. /" X6 O S OLUMN P 6X6 POST X6 E WOO X0 /4" " SOFFIT OL P TTE TO 6X6 POST W/ (4) " SEWS 8 " 6X6 OL. TTE TO EM TU OL. P W/ () " SEWS E.S. OF POST 5 Y. FIEGLSS SINGLE LSS ETINTEE INSTLLE OVE 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) - " WPPE EM & PINTE TPEE OLUMN, UILT IN FIEL 5 MIN FIN. FLOO VINYL SKES INSTLLE OVE 6" OS, OUSE WP VINYL LP SIING W/ TIM () INSTLLE OVE WLL SETING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) SEE ETIL, TIS PGE () - " VINYL PEFOTE EVES OLUMN P ETIL 6X6 IK OLUMN: SEE FOUNTION PLNS FO ETILS FONT ELEVTION NOTE: WOOEN NIL/GU IL S EQUIE, MUST MEET OE. SEE ETIL TIS PGE TETE X6 GUIL W/ X4 P X TETE NIL TETE PIKETS 5" O.., 4X4 TETE POST N. TO IK STEP W/ " Ø EME. NO OLT - " - " 4 NIL/GU IL ETIL SIE ELEVTION 0'. Shall comply with N 0 Edition Section(s) &. "istoric " Foundation ONLY: rick foundation on front of house/porch ONLY (See foundation plan for details) ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: ELEVTIONS- of PLOT TE: Mar., 4 harlotte 0
12 IGE VENT 5 Y. FIEGLSS SINGLE LSS ETINTEE INSTLLE OVE 6" OS, 5# FELT (INSTLL PE MNUFTUES WITTEN INSTUTIONS) 5 X6 SIE OOF EXTENSION TTE TO OOF TUSSES, UILT IN FIEL. SEE ENGINEEE OUMENTS - " VINYL PEFOTE EVES - " VINYL LP SIING W/ TIM () INSTLLE OVE WLL SETING (INSTLL PE MNUFTUES WITTEN INSTUTIONS) MIN FIN. FLOO E ELEVTION - " - " SIE ELEVTION 0' ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: ELEVTIONS- of PLOT TE: Mar., 4 harlotte
13 . Keep foundation walls at least " tall to keep wood members off the ground.. ig continuous footing under all foundation walls; minimum thickness.. 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. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of,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 etails.. 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. '-4" " 4" LIP FO EMENT IK ON TOP OF LOK FOMS LEGE FO SL ' /L OF 40" OWLOK FO 6" OO FONT ' TO /L OF STEPS " LOK WLL POVIES 4" LEGE FO LOK WLL EIN FE IK OWLOK ON EGES IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) '-4" FE IK, TOP OUSE LOK WLL ELOW GE; 4X8X6 MU & EMENT IK EIN FE IK IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) OWLOK ON EGES SIE 4' 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK SEE TTE ENGINEEE FOUNTION ETILS FO "ISTOI SL " EM. IK FE IK 4" LOK LOK OUSE LENGT TOP OF SL FE IK EM. IK OMPTE FILL TO SL EPT : " SLOPE OMPTE FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GE LOK " LOK 0' ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS FLOO PLN: UY LEFT WG TE: FE, 04 harlotte SEET TITLE: SL-ISTOI PLOT TE: Mar., 4
14 . Keep foundation walls at least " tall to keep wood members off the ground.. ig continuous footing under all foundation walls; minimum thickness.. 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. Top of rowlock on porch to be approx. 4" lower than top of house slab. 6. 4" of,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 etails.. Locate within " of each corner, both sides of exterior doors, and a min. of every ". 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. '-4" '-4" " 4" LIP FO ' /L OF 40" OWLOK FO 6" OO FONT ' TO /L OF STEPS " LOK WLL POVIES 4" LEGE FO LOK WLL EIN FE IK OWLOK ON EGES IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) N TTE FN TLS SEET # LOK WLL ELOW GE; OLLOW EE LOK, TOP OUSE, IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) OWLOK ON EGES SIE 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO 4' 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK EE LOK LOK OUSE LENGT TOP OF SL FE IK EM. IK OMPTE FILL TO SL EPT : " SLOPE OMPTE FILL TO SL FTG. " LOK FTG. FTG. OWLOK FE IK GE LOK " LOK 0' NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: SL-ISTOI PLOT TE: Mar., 4 harlotte
15 . ig continuous footing under all foundation walls; minimum thickness, with () #4 rebars, continuous, on 4'-0" O.. max.. ll walls, including porches, must be inside set back lines.. See plan for thickened slab/load bearing interior wall locations (if applicable): 0" deep x 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,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 ". See plans for splice locations. Locate straps within " each side of splice.. Termite Treatment: Structure to be termite treated with OTE when framing is complete " ' TO /L OF 40" TESOL POJETION FO 6" OO FONT '-4" SIE 5'-9 4 " TO /L OF 40" TESOL POJETION FO 6" OO 6" SQUE IK OLUMNS OVE SL=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK 4' TOP OF SE SL OUSE LENGT TOP OF MONO SL IK/STONE VENEE (OPT) EPT : " SLOPE GE 6"X6" IK OLUMN 4" TOP OF MONO SL 0" OMPTE FILL TO SL NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS E E OMPT FILL ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: SL-MONOLITI PLOT TE: Mar., 4 0' harlotte 4
16 . Maintain minimum floor joist clearance of to grade and minimum dropped girder clearance of " to grade.. ig continuous footing under all foundation walls; minimum thickness.. 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. ( 4 " LOK WLL POVIES 4" LEGE FO ). 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 '.. Front wall ONLY: Face brick w/ MU filled solid; " Ø rod anchors, " from corners; -0" O..; 5" min. embedment. 8. Foundation vents within ' 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 ( ). '-4" 0'- " '-8 " **NOTE: PIE FOOTINGS N E UG S SINGLE 0" TEN -0" -0" -0" -0" " ' ' 4" LIP FO -0" 8X6 PIE (), OPPE ", ON 'X'X MIN FTG FONT ' TO /L OF STEPS LOK WLL EIN FE IK OWLOK ON EGES IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) '-4" -0" 5'-4" WTE POOFING GVEL 'X' NOT TO SLE FTG. LOK LOK WLL () IK STEPS TO GE, 4' WIE, OLTS PE SUPEVISO (NOT SOWN) OWLOK ON EGES SIE 5'-9 4 " TO /L OF 40" OWLOK FO 6" OO -6" TO ENTE OF PIE LINE 4' 6" SQUE IK OLUMNS E 6 IK OUSES FOM OTTOM OF OWLOK. OVE OWLOK=8 " TO TOP OF P=4" ENTE J-OLT, POJET " OVE TOP OUSE OF IK PIE FILLE SOLI OUSE LENGT ENTE EM EM. IK 4" SOLI LOK EPT : " SLOPE OMPTE FILL TO SL JUMO IK " LOK FTG. FTG. FTG. OWLOK FE IK GE LOK " LOK FTG. LOK PIE FILLE SOLI 0' NOT TO SLE; FINL GE ETEMINES FOUNTION N EIGTS ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: WL-ISTOI PLOT TE: Mar., 4 harlotte 5
17 . Long walls that run parallel with joists need a joist or blocking underneath. Place X0 '-0" O..; consider plumbing when running extra joists. imensions are to outside face or block & center of joist unless otherwise noted. Use pressure treated lumber adjacent to all foundation brick and block material ' OULE OULE "istoric " X0 floor joists--top edges flush with girders & band joists; ; double X girders; X0 band joists 0'- " '-8 " OULE X0 EE '-4". 9'-0 4 " LOK '- LE ' '-4" '-4" '-4 4 " ' OUTSIE FE OF N OPTION : PLE JOIST UNE WLL TT UNS PLLEL WIT JOISTS (SOWN) OPTION : '-0" O.. JOISTS SET TO EITE SIE OF TOILET '-8 " " -0 " ' OULE (ON INSIE) OULE (ON INSIE) OULE X0 EE 4 ".W. '- 4 " -6" 0' ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: JOIST PLOT TE: Mar., 4 harlotte 6
18 (Measurements are left to right & back to front, looking at the house). -0">'-0">'-". '-0">'-0". 5'" 4. '- ">-0">'-0" 5. -0">-4" 6. -0">-0". '-0">'-0" 8. incl. wall # '-5". 9'-5". '-8 ">9'-8 " 4. 5'- - x6 5. '-0" - x6 6. '-4" incl. walls#9,. '-4" 8. '-0" incl. wall #8 9. '- " incl. walls #6, 0. '- ". 5'- ". '-0" - half wall, see detail. '-6" incl. walls #6, 9 5 FIEL UILT LE -6 " 6 FIEL UILT LE -6 " 8 I FIEL UILT LE 0 G '- " K FONT 4 4 F 5 LF WLL SEE ETIL EXT. ELEV. SEET. See additional framing documents for pre-fabricated component building & other framing information. Use "Wall Plate ut List" (above) when preparing house for framing. ll stud spacing shall be '-0" O.. unless otherwise noted. Exterior stud spacing shall be in line with truss layout above 9'-" 5'-" FIEL UILT LE L 9.W. 0 E E F Window omponet Window omponet 6" oor omponet " oor omponet 4" Ladder Stud orner X4 studs: X4 studs: G Int. ollow orner Partition Tie I Partition Tie J Partition Tie K istoric 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: ITT FO UMNITY LOTTE ONTT: IE MSTO cmasto@habitatcharlotte.org FILE:uby.dwg FLOO PLN: UY LEFT WG TE: FE, 04 SEET TITLE: FMING PLN PLOT TE: Mar., 4 0' harlotte S-
Habitat. for Humanity Charlotte
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
More informationCustom 30 x 20-8 Garage Plan Plan #g233 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 30 x 20-8 Garage Plan Plan #g233 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationAdditions and Alterations
Additions and Alterations Addition and alteration construction is a miscellaneous grouping of home improvement and renovation projects that are generally geared toward the enhancement of an existing principal
More informationFig. 2 WALL-TO-WALL PANEL CONNECTIONS CORNER WALL CONNECTION
SIPS SCREWS WITH MINIMUM 1" PENETRATION IN WOOD MEMBER IN SIP WALL PANEL CONNECTED TO @ 24" O.C. MAXIMUM OUTSIDE SKIN EACH SIDE OF FRAMING TYP. AS RECOMMENDED BY FOAM CORE AS EACH SIDE OF FRAMING TYP.
More informationPDmB, Inc. Definitions
Page 1 of 11 Definitions S Satisfactory Meets industry standards for proper material and installation NP Not Present Condition or item was not present at time of inspection NI Not Inspected Condition or
More informationSuperform Products Ltd.
TYPICAL CORNER REINFORCING NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STEEL REINFORCEMENT WALL CORNER 90 Copyright 2012 Sept. 2012 5.1.1 Rebar Spacing 6" 12" Max. Load LB./FT. 2000
More information4. ANCHOR BOLTS AND STRAPS a. ½" anchor bolts shall be embedded 7" into concrete a maximum of 6' on center and 12" from corners and ends of plates.
GENERAL CODE REQUIREMENTS (BASEMENTS) 1. FOOTINGS a. Footings shall be below frost line depth (42"). b. For an 8" foundation wall, footings shall be no less than 8" deep and 16" wide. c. Steel reinforcement
More informationNCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
More informationThis handout is a guide only and does not contain all of the requirements of the Minnesota State Building Code or city ordinances.
Basement Finishing Guide Community Development Department Building Inspections Division 5200 85 th Avenue North / Brooklyn Park, MN 55443 Phone: (763) 488-6379 / Fax: (763) 493-8171 6/15 www.brooklynpark.org
More information1/2" CDX PLY W/ 8d @ 6"/ 6"/ 12" 2x ROOF RAFTERS @ 16"OC W/ R-30 BATT. INSUL. (COMMON NAILS)
TYPE V CONSTRUCTION IS A CLASSIFICATION OF BUILDINGS BY CONSTRUCTION MATERIALS AND METHODS. IT IS THE LEAST RESTRICTIVE PERMITTED BY THE UNIFORM BUILDING CODE AND INCLUDES LIGHT, WOOD-FRAME CONSTRUCTION.
More informationPre-Drywall Inspection Report
SM MEDALLION INSPECTIONS helping people make informed decisions Pre-Drywall Inspection Report 5657 Garden Valley Place Milton, Georgia 30024 Prepared for Betsy and Paul Dougherty January12, 2015 Medallion
More informationResidential Foundations and Basements
Residential Foundations and Basements Disclaimer All of the following information is based on the 2006 International Residential Code with Kentucky Amendments. As some information is paraphrased, article
More informationMark Cramer Inspection Services, Inc.
Mark Cramer Inspection Services, Inc. 492 Twentieth Avenue, Indian Rocks Beach, FL 34635-2970 (727) 595-4211 Fax (727) 596-7583 Certified Member #12085 American Society of Home Inspectors Construction
More informationPOST AND FRAME STRUCTURES (Pole Barns)
POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:
More informationUniform Construction Code (UCC) Building Permit Application Package
Uniform Construction Code (UCC) Residential Building Permit Application Package Per the Uniform Construction Code (UCC) all structures must be built per the standards of the most currently adopted International
More informationRESIDENTIAL MASONRY A BEST PRACTICES GUIDE
RESIDENTIAL MASONRY A BEST PRACTICES GUIDE Build With Brick Build With Boral CONTENTS BRICK :01 MASONRY CEMENT :03 MASONRY SAND :04 WALL TIES :05 STEEL LINTELS :07 DRAINAGE WALL SYSTEM :09 FLASHING :11
More information2014 FLORIDA BUILDING CODE
MINIMUM REQUIREMENTS FOR NEW 1 & 2 FAMILY RESIDENTIAL STRUCTURES (ALL PLANS MUST BE 22 X 36 ) WIND BORNE DEBRIS AREA Is the proposed structure located in the wind borne debris area? If yes, one of the
More informationEnvelope INSULATION BATT (2) Avoid Using Batt Insulation With Metal Framing. Pressure or Friction Fit
R-H-DI1 INSULATION BATT NR-E-IB1 Avoid Using Batt Insulation With Metal Framing Batt insulation should not be used with metal framing systems. Although it is common to see fiberglass batt insulation installed
More informationResidential Building Inspection Policies
CONCRETE 1. A footing inspection has been called in, but a monolithic slab shows on the plans. Cancel the footing and create a slab inspection, as long as there is a Passed Plumbing Rough (05). 2. A stemwall
More informationOctober 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr.
117 S. Market St. Benton, AR 72015 * 501-315-2626 * Fax 501-315-0024 October 30, 2014 Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR Re: Report of Findings,, Benton, Arkansas, Dear Mr. Vick: This
More informationCITY OF FAIRFAX CODE ADMINISTRATION 703-385-7830 / FAX 703-385-9265 www.fairfaxva.gov
CITY OF FAIRFAX CODE ADMINISTRATION 703-385-7830 / FAX 703-385-9265 www.fairfaxva.gov Finishing a basement to make additional living space in a house is a popular construction project for many homeowners.
More informationBasic Requirements for Residential Plan Review _
Basic Requirements for Residential Plan Review _ Below you will find the basic requirements for your plan submittal. General: Drawn to scale Plan Size minimum: 9 x 12 Designer, Engineer, or Architect name,
More informationHfHMD uses LP SmartSide siding and trim.
HfHMD uses LP SmartSide siding and trim. These products are: More durable than cement fiber board. Much more volunteer-friendly to install. When installed correctly, have a 5/50- year pro-rated warranty.
More informationEngineered Wood Foundations
Engineered Wood Foundations Emeraldfoundations.com 1 EWF Planning and Installation manual This manual will serve as a guide to planning and installing an Emerald Foundation system. This system is comprised
More informationINSTALLATION OF A BAY WINDOW
INSTALLATION OF A BAY WINDOW Installation of a Bay Window These instructions relate to the replacement of an existing bay window or replacement of a straight window with a new bay window, in an opening
More informationEstimating Database Checklist
Estimating Database Checklist If you are creating a new estimating database for projects, the following list offers a thorough listing of Main and Sub Categories. You can also use it as a checklist to
More informationSTANDARD OPEN PATIO COVER
STANDARD OPEN PATIO COVER BUILDING & SAFETY DIVISION 201 E. LA HABRA BLVD. LA HABRA, CA 90631 62-90-9710 Call Before You Dig 1-800-227-2600 PLEASE NOTE: This information Bulletin is made available to assist
More informationMarch 14, 2007. Installation of Bay, Bow and Garden Windows
March 14, 2007 Re: Installation of Bay, Bow and Garden Windows Attached are the Atrium Companies, Inc recommendation for the installation of bay, bow and garden windows. These instructions were developed
More informationVision Home Inspection
Vision Home Inspection 324 Rams Run Shepherdsville KY 40165-7877 Inspector: James McFadden Property Inspection Report Client(s): Property address: Inspection date: View report summary This report is the
More informationResidential Inspection Guidelines
Residential Inspection Guidelines 201 Pre-Pour Foundation Dimensions Building Location Certificate - if required in the building consent Construction and Advice Notes Check the building dimensions against
More informationHURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required. Pursuant to Section 553.844 553.884, Florida Statutes, strengthening of existing site-built,
More informationFoundation. Foundation
Moisture Aside from structural concerns, the most important consideration for foundation design is moisture. No client wants a wet basement. No client wants a damp basement. No client wants mold in their
More informationDoes Wall Township require an inspection by the building department on resale of a home?
Selling your home Does Wall Township require an inspection by the building department on resale of a home? No. We do not require a Certificate of Continued Occupancy on the resale of home. A Smoke Detector,
More informationFooting and Temporary Power Inspection
Footing and Temporary Power Inspection Address: Date: Permit #: Inspector: # General Code Sec. OK C* Number, Location and Remarks 1 Permit posted on site Local 2 Port-o-let Local 3 Setbacks - front, sides,
More informationLighthouse Engineering, L.L.C.
Monday, May 07, 2012 Lighthouse Engineering, L.L.C. Michael Gandy, P.E. Registered Professional Engineer (TX: 95672) Registered Engineering Firm (F: 9334) Phone: 214-577-1077 Fax: 214-224-0549 Website:
More informationGeorgia Association of Home Inspectors
Georgia Association of Home Inspectors Standards of Practice for Framing Inspections OVERVIEW The purpose of the GAHI (Georgia Association of Home Inspectors) Standards of Practice for Framing Inspections
More informationInstallation Instructions Double-Hung, Single-Hung, Casement, Awning, Sliding, Picture & Shapes Non-Impact & Impact Resistant Nailing Fin Windows
Installation Instructions Double-Hung, Single-Hung, Casement, Awning, Sliding, Picture & Shapes Non-Impact & Impact Resistant Nailing Fin Windows americancraftsmanwindows.com Project Requirements: Read
More informationSelf-Home Inspection Checklist
To be used as a first home visit for note taking. Visit www.homeinspectiondirect.com for more tips and information about buying a home and hiring a home inspector. This form in no way replaces a professional
More information6 RETROFITTING POST & PIER HOUSES
Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationCONSTRUCTION DETAILS & LOAD DESIGN CHARTS
Office and Production 126 New Pace Rd., PO Box 279 Newcomerstown, OH 43832 1-800-446-2188, Fax: 740-498-4184 www.buildwithsips.com CONSTRUCTION DETAILS & LOAD DESIGN CHARTS Table of Contents Description
More informationCOMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
More informationwww.citiesinspection.com October 5, 2015 Dear Client,
www.citiesinspection.com October 5, 2015 Dear Client, On 9/14/2015, Cities Inspection Service, Inc. completed a building inspection of the property located at 123 Oak Street, Someplace, Minnesota for you.
More informationPage & Turnbull imagining change in historic environments through design, research, and technology
DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED
More informationREQUIREMENTS FOR SUBMITTING PLANS FOR NEW CONSTRUCTION
RESIDENTIAL: REQUIREMENTS FOR SUBMITTING PLANS FOR NEW CONSTRUCTION 2 COMPLETE SETS OF PRINTS WITH ENGINEERS STAMP ON FOUNDATION PLAN INCLUDING ELECTRICAL, PLUMBING, ETC. SITE PLAN SHOWING HOUSE LOCATION
More informationVOLUSIA COUNTY GROWTH & RESOURCE MANAGEMENT BUILDING ACTIVITY
VOLUSIA COUNTY GROWTH & RESOURCE MANAGEMENT BUILDING ACTIVITY One and two family dwelling inspection checklist The attached information is to be used as a guide to the building inspection expectations
More informationINFORMATION BULLETIN NO.
Requirements for Plans Review Submittal, One- and Two-Family Dwellings INFORMATION BULLETIN NO. 100 (June 26, 1998, Revised March 26, 2009) City Planning & Development - Development Services City of Kansas
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised November 27, 2013 the Easton - R 12'x 20' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 724-646-3775 This manual is copyrighted.
More informationAsphalt Shingle Application Requirements
Alberta Allied Roofing Association Asphalt Shingle Application Requirements Section 1 Roof Decks 1.1 General Asphalt Shingles are not permitted to be installed directly over rigid insulation. When Asphalt
More informationBuilding Condition Assessment Report
C2 - Nurses Resident (aka Administration) Building Condition Assessment Report Asset Address Address Construction Year Size (Gross Floor Area) Asset Type Floors Above Ground Inspection Date C2 - Nurses
More informationChapter 6 ROOF-CEILING SYSTEMS
Chapter 6 ROOF-CEILING SYSTEMS Woodframe roof-ceiling systems are the focus of this chapter. Cold-formed steel framing for a roof-ceiling system also is permitted by the IRC but will not be discussed;
More informationOrlando Home Inspection Services
PLEASE NOTE: Orlando Home Inspection Services Serving Central Florida since 1999 P O Box 915451, Longwood, Florida, 32791-5451 Phone: (321) 228-2493 Fax: (407) 374-8505 Web: http://www.orlando-home-inspections.com
More informationFree 12 x 8 Shed Plan With Illustrations, Blueprints & Step By Step Details
Free 12 x 8 Shed Plan With Illustrations, Blueprints & Step By Step Details Brought To You By: MyShedPlans Click Here To Download 12,000 Shed Plans >> 12 x 8 Basic Shed This 8 12-ft. shed features a simple
More informationHome Inspection Report
Report# 21009 Page 1 of 24 Home Inspection Report Property Address: 123 Maple Lane, St. Augustine, FL 32092 Prepared For: Mr. Smith Prepared By: EDGE Inspections www.edgeinspections.com PO Box 601055 Jacksonville,
More informationPART 1 GENERAL 1.1 SECTION INCLUDES
J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including
More information8/18/14. Introduction to. Framing. Terminology and Concepts
8/18/14 Introduction to Framing Terminology and Concepts Terminology: Framing Level Two points on exactly the same horizontal plane. Square Intersecting lines or faces that form an exact 90 angle. Plumb
More informationSTRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM
Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally
More informationWindow Installation Instructions
Caution The correct installation methods of windows in full frame or insert applications is critical towards achieving the tested performance of the window and longterm enjoyment and energy savings for
More informationSun Windows General Information Sun New Construction Window Installation Instructions
Sun Windows General Information Section 1 G F H H H A. Apply Weather Resistive Barrier B. Apply Sill Flashing Tape C. Place Waterproof Sill Shims D. Caulk Back of Nail Fin Sides & Top, Set Window, Fasten
More informationSample Drawing Package for One and Two Family Dwelling Applications
Sample Drawing Package for One and Two Family Dwelling Applications For a full list of submission requirements, refer to the relevant checklist for your application found on our website: http://vancouver.ca/home-property-development/application-forms-and-checklists.aspx
More informationHomeSpec REPORT SUMMARY
HomeSpec 04/25/2007 Ms. Rachel Trujeque Re: 13038 West Plum Road Lot #1225 - Peoria, AZ. 85383 - Pre Drywall Inspection Dear Ms. Trujeque, At your request, a visual pre drywall inspection of the above
More informationIntroduction...COMB-2 Design Considerations and Examples...COMB-3
SECTION DIRECTORY General Information Introduction...COMB-2 Design Considerations and Examples...COMB-3 Combination Assembly Recommendations and Limitations Composite Configurations...COMB-4 Typical Sealant
More informationTotal Home Inspection Checklist
Total Home Inspection Checklist Use a checklist like this to make sure that you are looking at all parts of the house. Check off those items that are in good condition and make notes about those that are
More informationRESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS
RESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS Johnson County Building Officials Association January 2008 Residential Foundation Guideline Foundation designs for one-and two-family dwellings may use
More informationCITY OF SELMA, TEXAS Inspection Checklist: Commercial
Rev Y71004 The Permits and Inspections Department welcomes you to the City of Selma. The following information is provided to you as guidance through the inspection process. The City of Selma provides
More informationProposed Minimum Subterranean Termite Treatment Standards
Proposed Minimum Subterranean Termite Treatment Standards Introduction This document is intended to serve as a model for states considering the adoption of standards for soil application of termiticides.
More informationRESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000
RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000 SECTION R905 REQUIREMENTS FOR ROOF COVERINGS R905.1 Roof covering application. Roof coverings
More informationINSPECTION PROPERTY ADDRESS: Fort Bend County, Texas
5006 Cherry Ridge Road Richmond, Texas 77406 281-342-9944 harris31@sbcglobal.net INSPECTION PROPERTY ADDRESS: INSPECTION PERFORMED FOR: XXXX Drive Fort Bend County, Texas Mr. and Mrs. New Construction
More informationChapter 36 - STRAW BALE CONSTRUCTION SECTION 3601 - PURPOSE. SECTION 3602 - SCOPE. SECTION 3603 - DEFINITIONS.
Austin City Code - Volume II TITLE 25 LAND DEVELOPMENT\CHAPTER 25-12 TECHNICAL CODES\ARTICLE 1: UNIFORM BUILDING CODE\25-12-3 LOCAL AMENDMENTS TO THE BUILDING CODE Chapter 36 - STRAW BALE CONSTRUCTION
More informationADDENDUM # 1 To: 1112-909-62-3698 RFP for: Various Construction Maintenance & Repair Services
818 S. FLORES ST. SAN ANTONIO, TEXAS 78204 www.saha.org Procurement Department ADDENDUM # 1 To: 1112-909-62-3698 RFP for: Various Construction Maintenance & Repair Services Remove and replace in their
More informationCLIENT. Inspection Report. 271 Front St. Alert Bay, B.C. Island Building Inspections V ANCOUVER I SLAND B. C.
CLIENT Inspection Report 271 Front St. Alert Bay, B.C. Island Building Inspections 2013 V ANCOUVER I SLAND B. C. Elevation Photos For the Property at 271 Front Street Alert Bay, BC ELEVATION PICTURES Front
More informationThe better way to build TM. Installation Manual. FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs February 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements...................................
More informationThe Closed Crawl Space: Making the Transition Climate Zones 3A & 4A
TechSpecs A builder s blueprint for construction technologies January 2013 The Closed Crawl Space: Making the Transition Climate Zones 3A & 4A C B A E D H G F A. Wood Floor Framing - p. 2 B. Foundation
More informationCity of Tucson and Pima County Arizona Building Code Appendix Chapter 72 Straw-Bale Structures
City of Tucson and Pima County Arizona Building Code Appendix Chapter 72 Straw-Bale Structures SECTION 7201 - PURPOSE The purpose of this appendix chapter is to establish minimum prescriptive standards
More informationTYPICAL PATIO COVERS 111
City of Laguna Niguel Building Division 30111 Crown Valley Pkwy Laguna Niguel, CA 92677 (949) 362-4360 FAX 362-4369 www.cityoflagunaniguel.org TYPICAL PATIO COVERS 111 PLEASE NOTE: This information Bulletin
More informationBUILDING SAFETY UNIT
POLICY Page 1 of 5 SUBMITTAL REQUIREMENTS FOR ONE AND TWO FAMILY DWELLINGS, ADDITIONS AND RENOVATIONS All submittals shall be site specific and designed to the provisions of the 2012 International Residential
More informationFoundation Experts, LLC Specializes in Foundation Repair and Waterproofing
1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize
More informationHEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com
HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com, 2011 TO: Mr. REF: CONDITION OF PROPERTY SURVEY Dear Mr. : At your request,
More informationMobile Home Pre-Inspection Checklist
Mobile Home Pre-Inspection Checklist TWO (2) STEP INSPECTION PROCESS STEP ONE: CALL FOR THE FIRST INSPECTION WHEN THESE ITEMS ARE COMPLETE. 1. Septic tank installed and plumbing complete. (SEE PLUMBING
More informationapplication instructions
application instructions ARCHITECTURAL COLLECTION PRIMED BOLD PROFILE 120 SERIES LAP SIDING (D5, T4, D8, T5, Q4) General At the time of manufacture, siding meets or exceeds the performance standards set
More informationINFORMATION BULLETIN NO.
Requirements for Plans Review Submittal, One- and Two-Family Dwellings INFORMATION BULLETIN NO. 100 June 26, 1998 (Revised June 4, 2014) City Planning & Development - Development Services City of Kansas
More informationONE-STOP S PERMIT INFORMATION PACKAGE FOR RESIDENTIAL PROJECTS
ONE-STOP S PERMIT INFORMATION PACKAGE FOR RESIDENTIAL PROJECTS This package was prepared by the Meet & Greet Office 1002 Washington Avenue 1 st Floor Houston, TX 77002 Phone: 832-394-9000 TABLE OF CONTENTS
More informationBUILDING IN ALASKA HCM-00952
BUILDING IN ALASKA HCM-00952 Building Challenges in Alaska INTRODUCTION Special considerations for building in Alaska are recommended that are normally not included in structures designed for milder climates
More information2014 British Columbia Building Code Changes
District of Houston 250-845-2238 2014 British Columbia Building Code Changes A District of Houston interpretation of the 2014 Building Code Changes for 9.36 & 9.32 The following changes reflect the most
More informationH:\forms\handouts\bldg049 1 of 11 Revised Mar 2/15/dh
Accessory Apartment Construction Guide For Single Detached Dwelling and Semi-Detached Dwellings that have been in existence for at least five (5) years Notes: Buildings that are less than five (5) years
More informationEstimated Cost of Repair
1 Applicant: Property: Home: Business: Assessor: Applicant Number: Type of Loss: Hurricane Date Contacted: 1/18/2014 Date of Loss: 10/29/2012 Date Received: 1/14/2014 Date Inspected: 2/4/2014 Date Entered:
More informationWe urge you to read and follow the attached installation instructions. Failure to do so may void the warranty of this garden window unit.
Important Information for New Construction Installations Attention Installer! We urge you to read and follow the attached installation instructions. Failure to do so may void the warranty of this garden
More informationCommon Problems with Walls
Common Problems with Walls Common Problems with Walls There are problems and concerns that are shared by all walls and siding installations. In this article, we will learn about the following commonly
More informationHow To Repair A Boat Landing Deck With A Boat Bed
RESIDENTIAL INSULATED SHEATHING INSTALLATION GUIDE Residential Insulated Sheathing Installation Guide ROXUL COMFORTBOARD IS Table of Contents Slab-on-grade-to Above Grade Wall...1 Foundation Wall at Footing
More informationWhen is a Permit Required? What Types of Permits are Required? The most common types of projects that require permits are:
When is a Permit Required? The most common types of projects that require permits are: -New Houses or buildings -Room Additions or Expansions -Structural repairs, remodeling and alterations -Accessory
More informationWalls. Add Strength and Water Resistance When Repairing Your. Replace damaged framing members when walls are open
Add Strength and Water Resistance When Repairing Your Walls Any home repair or remodeling work you do presents an opportunity to make your home fare better in the next storm. Whether you are just replacing
More informationBUILDING PERMIT SPECIFICATIONS
BUILDING PERMIT SPECIFICATIONS The below noted requirements are based upon La Plata County Building Code. These specifications are not intended as a complete set of requirements, but are intended to provide
More informationCONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION
CONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION SPECIFICATION EO-5023 REVISION 3 MARCH 2003 REQUIREMENTS FOR
More informationWOODLAND HOMES BUILDING PROCESS A STEP BY STEP CONSTRUCTION GUIDE TO YOUR NEW HOME
WOODLAND HOMES BUILDING PROCESS A STEP BY STEP CONSTRUCTION GUIDE TO YOUR NEW HOME 1 THE BUILDING PROCESS The focus of Woodland Homes building department is Quality, Service and Predictability. Through
More informationMike and Jen Sample 111 Main St. Tabb, VA. 23699 888-9999 SPECIFICATION LIST
Mike and Jen Sample 111 Main St. Tabb, VA. 23699 888-9999 SPECIFICATION LIST 10. PLANS AND PERMITS The Contractor shall provide all necessary plans and procure permits for building, plumbing, electrical,
More informationROOF CONSTRUCTION Roof Styles Gable Roof Hip Roof Gambrel Roof
ROOF CONSTRUCTION The overall appearance of a building is greatly affected by the roof lines and the roofing materials. The designer has many standard designs to choose from and should be able to find
More informationReplacement Window Installation Guide Non-Impact & Impact Resistant Windows without Nailing Fin
Replacement Window Installation Guide Non-Impact & Impact Resistant Windows without Nailing Fin americancraftsmanwindows.com Project Requirements: Failure to follow these instructions may void product
More informationCity of St. Charles Basement Finish or Remodel
City of St. Charles Basement Finish or Remodel Building & Code Enforcement Division 2 East Main Street St. Charles IL 60174 630.377.4406 (Office) 630.443.4638 (Fax) http://www.stcharlesil.gov Please direct
More informationA0 SHEET 1 OF 5 400 LOCUST STREET FRANKFORT, KANSAS 66427 FRANKFORT, KANSAS 66427 ROOF REPAIR OF THE 400 LOCUST STREET
POYNTZ AVENUE, STE 9 MANHATTAN, KS 0..0..9 FAX WEST th STREET JUNCTION CITY, KS.... FAX 0, Bruce McMillan AIA, Architects, P.A. HERITAGE TRUST FUND GRANT PROJECT NO. 0-0 ROOF REPAIR OF THE 00 LOCUST STREET
More informationARROWHEAD GENERAL INSURANCE AGENCY RESIDENTIAL EARTHQUAKE INSURANCE PROGRAM UNDERWRITING GUIDELINES & RATE MANUAL
UNDERWRITING GUIDELINES & RATE MANUAL Arrowhead General Insurance Agency, Inc. Page 1 of 8 Producers Manual June 2001 UNDERWRITING GUIDELINES A. BINDING AUTHORITY/ELIGIBILITY Binding and risk approval
More information