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HomeMy WebLinkAbout46035-Z ��o�Og11FPOl�'lpGy Town of Southold 8/10/2022 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43318 Date: 8/10/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1040 Oak Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/6/2021 pursuant to which Building Permit No. 46035 dated 4/6/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with wraparound porch, deck and outdoor shower as applied for per ZBA#6495, dated 9/15/2011. The certificate is issued to Schulz,Gregory&Kellie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0011 12/14/2020 ELECTRICAL CERTIFICATE NO. 43117 2/13/2020 PLUMBERS CERTIFICATION DATED 7/26/2019 Ris ThomtV u z d Signature �gUffQl TOWN OF SOUTHOLD Sao ��°oy BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46035 Date: 4/6/2021 Permission is hereby granted to: Schulz, Gregory 150 Waterview Rd Apt 312 Island Park, NY 11558 To: Construct a new single family dwelling as applied for per ZBA and SCHD approvals. Replaces BP#43117 At premises located at: 1040 Oak Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-6-14 Pursuant to application dated 4/6/2021 and approved by the Building Inspector. To expire on 10/6/2022. Fees: PERMIT RENEWAL $804.00 Total: $804.00 Buildingnspector o�SUFFn���oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 2 . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43117 Date: 10/9/2018 Permission is hereby granted to: Schulz, Gregory 180 Pine St Rockville Centre, NY 11570 To: construct a new single family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 1040 Oak Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-6-14 Pursuant to application dated 9/25/2018 and approved by the Building Inspector. To expire on 4/9/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,440.00 C - W DWELLINGT $50.00 $1,490.00 1 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 09-21-18 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1040 OAK DRIVE CUTCHOUGE House No. Street Hamlet Owner or Owners of Property: GREGG & KELLIE SCHULZ Suffolk County Tax Map No 1000, Section 104 Block 06 Lot 16 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ *Applicant Signature o��OF SO(/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(C�town.south old.n us Southold,NY 11971-0959 • i0 y Courm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gregory Schultz Address: 1040 Oak Dr City: Cutchogue St: New York Zip: 11935 Building Permit* 43117 Section: 104 Block: 6 Lot: 14 WAS EXAMINED AND FOUND'TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 56 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 2 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 70 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect 200a Switches N Twist Lock Exit Fixtures TVSS Other Equipment: 1-future dishwasher line, 2-combination smoke / co detectors,1-bath fan, gas fire place,range hood,6-ARC fault circuit breakers,6-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: February 13 2020 81-Cert Electrical Compliance Form.xls ;moo :: Town Hall Annex ( ]�( Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Ca Southold,NY 11971-0959 . �l'.. -'_._s''�•:, ., BUILDING DEPARTMENT TOWN OF SOUTHOLD �- OCT 2 3 2019 �'�;�r f���Ta;�z�•i'fir'-"„ ,.0 E.R T I,.F I:C.A.T.I.O._.N: f Date:. . 2fJ Building PermitNo.. Owner: G gk�' 5L4' I Z— - ►(Please print) J a- A (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I j j (Plumbers Signature) --- �) Sworn to before me this � ` day of�lJ/l . . , . 2dq { KELLIE SCHULZ l Notary Public, Staie of New York No. 01 SC6072231 { Qualified in Nassau County nn My Commission Expires April 1, 20PO-11 Notary Public, f 3 OF SO(/ TqO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY_INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Vvvuf 1,.� got �rt V i oI LOA- DATE INSPECTOR SO * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2N N� [ ] INSULATION [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: �c0101 U'l ern e,/ • DATE / INSPECTOR �o��OE SOplh°!o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIO TION [ ] CAULKING REMA KS: VA lI VYV fu"orvl 6WA., -� aqtA VM( r DATE INSPECTOR OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE -&.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I� ull� DATE I INSPECTOR a0PS0UTY # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ­ FOUNDAT,ION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � Itv� W& 6V, 00 DATE I INSPECTOR pE SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION l [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL �f 1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ti [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: G G� `It/,is -Z-7 " Ca--5 Me- a L4 �DATE « Lq INSPECTOR - AUl- TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPEC O + [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA KING REM KS: Awdrvlvmblak16 V�� DATE INSPECTOR p SOU 0 lyo� TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O �ycourm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ECTRICAL (RO ) [ ] ELECTRICAL (FINAL) ' [ CODE VIOLATION [ ] CAULKING VICi 90K4IP� �I1 Pn! C . oum6lrk' Ge 6 DATE INSPECTOR pf SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. �yCon 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION,2ND j ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -]: -FIREPLACE:& CHIMNEY [ ] FIRE'SAFETY'INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) &�ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR'Rl - 1 �o f # TOWN OF SOUTHOLD BUILDING-DEPT. `ycourm, '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH -PLBG. [ ] FOUNDATION-2ND [/] FINAL NSULATIOWCAULKING FRAMING/STRAPPING [ [ ] FIREPLACE-& CHIMNEY [ ]' .FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .]--FIRE RESISTANT PENETRATION [ ]. EL.ECTRlCAL (ROU [ ] ELECTRICAL (FINAL) [ ] CODE V104A� 19d ] PRE C/O RE ARKS: ► l� y JsrtAVX '✓� �Kj# f4wN -�f el wet �Vvjkg DATE b INSPECTOR �Y � a0f SOLI # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL P//P [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4v��k-;tsb� DATE �'°� �'� INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4,1.2 and 403,3.4 Address of Test 1040 Oak Drive,Cutchogue NY 11935 Test Date 5/20/2021 'Building Permit#: 43117 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater 1D# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# i 631-673-0664 i Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1534 13806 ElSealed Attic ' 2nd 1285 11565 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the celling height is less than 5 Total Volume 25371 CFM @50 pa 1041 Air changes/hr@50 a2.46 )04 od Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -Floor Area 1534 Leakage CFM @ 25pa 46 CFMI100 f?CFA 3.00 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1285 Leakage CFM @ 25pa 39 CFM/100 fO CFA 3.04 Code Compliance: Pass System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 fe CFA Code Compliance: All building envelope'tightiness testing has been verified using Instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020.New York State Supplement,Section 4033.4. Signature: Date: 5/20/2021 Chris opher Silvia,home Energy Solutions r _ Town Hall Annex Telephone(631)765-1802 54375 Main Road a: ,, Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICEOF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 6) 41 — 16 Owner: Gregg & Kellie Schulz Location of Property: 1040 Oak Drive, Cutchogue, NY Please take notice that the (check applicable line): x New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature: . Name (person su itting this form): Joseph T ner, Jr. Capacity(check applicable line): Owner x Owner representative TrussRegl5.docx Effective 1/112015 { (19 026 -_f JUN 0 9 2022 CARY INSULATION BUELDINGDEPT. 1600 9T" AVE TOWN OFSOUTHOLD BOHEMIA, NY 11716 PHONE: 631-218-9350 FAX: 631-218-9354 To Whom It May Concern, Cary Insulation installed at 1040 Oak Dr Cutchogue NY,11935 R38 fiberglass at cold 2"d FI ceilings, R30 Fiberglass insulation at Vaulted Ceilings.1115 Fiberglass insulation at exterior walls and Basement Ceiling R30 Fiberglass insulation. Band joists were sprayed with 2 in closed cell spray foam R14. Hilti FS ONE Fire Caulking was used at penetrations. Installed DEC OF 2019 Respectfully, Matthew Scott Production Manager/Sales Rep _Cary Insulation(A TruTeam Company) (516) 241-5338 Matthew.scott@TruTeam.com , H @ M E is h E RG Y Manual S Compliance Report Job: 1040 oak Drive SOLUTIONS Date: 6/21/2019 ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1040 Oak Drive, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 16487 Btuh Entering coil DB: 78.0°F Outdoor design WB: 72.1°F Latent gain: 4028 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 20515 Btuh Indoor RH: - 50% Estimated airflow: 845 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR3024H1+TEM6AOB24H21++TDR Actual airflow: 845 cfm Sensible capacity: 19869 Btuh 121%of load Latent capacity: 4616 Btuh 1151/o of load Total capacity: 24484 Btuh 119%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 38684 Btuh Entering coil DB: 65.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: GV90+6+ATQ2-1515 Actual airflow: 845 cfm Output capacity: 42974 Btuh 111%of load f Meets all requirements of ACCA Manual S. -+ - >uerrighofitia 2019-Jun-21 09:25:46 Rlght-Suite®Universal 201818.0.32 RSU25299 Page ...s Jobs\1040 Oak Drive\1040 Oak Drive ManJSD.rup Calc=MJ8 House Front faces: N H@M E ENERGY Duct System Summary Job: 1040 Oak Drive S-0 L U T 10 N C Date: 6/21/2019 ZONE 1 By: Gerson Rubio Home Energy Solutions 4 187 E Main St,Huntington,NY 11743 Phone:631-6730664 Email.gdlamay3@gmail.com Web:home-energysolu[ions.com Project Information For: 1040 Oak Drive,Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.37 in H2O 0.37 in H2O Available static pressure 0.43 in H2O 0.43 in H2O Supply/return available pressure 0.277/0.153 in H2O 0.277/0.153 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 507 ft Supply Branch ,Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk DINING ROOM h 2394 69 33 0.085 6.0 Ox 0 VIFx 31.7 295.0 st3 DINING ROOM-A h 2394 69 33 0.089 6.0 Ox 0 VIFx 31.9 280.0 st3 GREAT ROOM c 1469 61 78 0.092 6.0 Ox 0 VIFx 21.0 280.0 st4 GREAT ROOM-A C 1469 61 78 0.089 6.0 Ox 0 VIFx 20.3 290.0 st3 KITCHEN c 1529 59 82 0.098 ¢.0 0x 0 VIFx 29.0 255.0 st3 KITCHEN-A c 1529 59 82 0.098 6.0 Ox 0 VIFx 32.9 250.0 st3 KITCHEN-B c 1529 59 82 0.088 6.0 Ox 0 VIFx 29.8 285.0 st3 LIVING ROOM c 2098 90 112 0.092 7.0 0x 0 VIFx 25.3 275.0 st4 MASTER BATH h 2697 78 44 0.092 6.0 Ox 0 VIFx 35.3 265.0 st4 MASTER BEDROOM h 2556 74 70 0.095 6.0 0x 0 VIFx 33.0 260.0 st4 MASTER BEDROOM-A h 2556 74 70 0.098 6.0 0x0 VIFx 32.3 250.0 st4 PWDR h 1626 47 36 0.092 6.0 Ox 0 VIFx 35.5 265.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 423 425 0.085 510 11.0 10 x 12 ShtMetl st1 st4 Peak AVF 377 375 0.092 542 10.4 10 x 10 ShtMetl stl st1 Peak AVF 800 800 0.085 524 13.9 10 x 22 ShtMetl Bold/italic values have been manually overridden ti 'itVB.>Ig 2019-Jun-21 09:25:46 ...... ,.� Right-Suite®Universal 2018 18.0.32 RSU25299 Page 1 s Jobs\1040 Oak Drive11040 Oak Drive ManJSD.rup Calc=MJ8 House Front faces: N Re • Grille ! Htg Clg - TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in} (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 226 184 86.0 0.178 511 9.0 0x 0 VIFx rt1 rb5 Oxo 123 157 180.5 0.085 450 &0 Ox 0 VIFx rt1 rb4 Ox 0 452 459 180.5 0.085 429 14.0 IN 0 VIFx rt1 TableReturn Trunk Detai] Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 800 800 0.085 514 13.9 16 x 14 ShtMetl Bold/italic values have been manually overridden t wrightsoft, 2019-Jun-2109:25:46 ..,. . `..� — Right-Suite®Universal 2018 18.0.32 RSU25299 Paget ...s Jobs\1040 Oak•Drive\1040 Oak Drive ManJSD.rup Calc=MJ8 House Front faces: N i 14@ML- ENERGY Duct System Summary Job: 1040 Oak Drive SOLUTIONS Date: 6/21/2019 ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@9mail.com Web:home=energysolutions.com Project Information For: 1040 Oak Drive,Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses. 0.37 in H2O 0.37 in H2O Available static pressure 0.33 in H2O 0.33 in H2O Supply/return available pressure 0.262/0.068 in H2O 0.262/0.068 in H2O Lowest friction rate 0.110 in/100ft 0.110 in/100ft Actual air flow 845 cfm 845 cfm Total effective length(TEL) 300 ft SupplyDeta,il Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk BATH 2 h 945 23 14 0.117 .6.0 Ox 0 VIFx 18.3 205.0 st6 BEDROOM 2 h 3207 78 74 0.119 6.0 Ox 0 VIFx 34.5 185.0 st6 BEDROOM 2-A h 3207 78 74 0.123 6.0 Ox 0 VIFx 22.0 190.0 st6 BEDROOM 3-A c 1682 84 90 0.122 6.0 Ox 0 VIFx 14.8 200.0 st6 BEDROOM 3-B c 1682 84 90 0.132 6.0 Ox 0 VIFx 23.7 175.0 st6 GAME AREA-A c 2477 126 133 0.116 8.0 Ox 0 VIFx 20.6 205.0 st5 GAME AREA-B c 2477 126 133 0.240 7.0 Ox 0 VI Fx 9.0 100.0 st5 OTB h 2679 66 45 0.110 6.0 Ox 0 VIFx 23.0 215.0 st6 STORAGE ROOM c 1792 91 96 0.207 6.0 Ox 0 VIFx 26.5 100.0 st5 STORAGE ROOM-A G 1792 91 96 0.225 6.0 Ox 0 VIFx 16.3 100.0 st5 • • y'Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 413 388 0.110 X94 10.8 10 x 10 ShtMetl st2 st5 Peak AVF 432 457 0.116 549 10.8 10 x 12 ShtMetl st2 st2 Peak AVF ' 845 845 0.110 553 14.1 10 x 22 ShtMetl Bold/italic values have been manually overridden wrightksolt , 2019-Jun-2109:25:46 Right-Suite®Universal 2018 18.0.32 RSU25299 Page 3 Jobs11040 Oak Drive\1040 Oak Drive ManJSD.rup Calc=MJ8 House Front faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dM) (cfm) (ft) FR (fpm) (in) ' (in) Opening(in) Matl Trunk rb3 Ox 0 845 845 62.0 0.110 478 1$.0 Ox 0 VIFx Bold/italic values have been manually overridden WYights@'t 2019-Jun-21 09:25:46 !` ...a..,..,�..�.� Right-SuiteQtlUniversal 201818,0.32 RSU25299 Page4 ...s Jobs\1040 Oak Drive11040 Oak Drive ManJSD.rup Calc=MJ8 House Front faces: N Basement N 6a 6' � 8 6" 6 14 FjI 9, 6 6" 6,. x N 12X 10 lox 10 6" 6" Cj 6 a6 BASEMEN'S 6" Mechanical Legend �— Sheet Metal Supply Trunk �-——--———-8 Sheet Metal Return Trunk Flex Duct Qj (� Supply Grille/Register ® _ Grille/Register Above Wall Grille/Register Job#: 1040 Oak Drive Home Energy Solutions Scale: 1 : 94 Performed by Gerson Rubio for: Page 1 187�Main St Right-Suite@ Universal 2018 1040 Oak Drive Huntington,NY 11743 18.0.32 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Jun-21 09:29:48 home-energysolutions.com gdlamay3@gmail.com ...Drive11040 Oak Drive ManJSD.rt ��. 1st Floor N 36 Gfnil 7`< iS178 cfm 1V i = MECF1' NASTERr81T LfiUAIDR ; 44 afim as7 bimA '.MASTER WIC MASTER�WTC,. GREAT RQOh- - $2 70:chn hITCHEP " - , :`MASTER BEDROOA 82 Cft 454 ctin: "t '- LI flVG ROOK" D111rINGROOi}, -' 33 efm L1-2 cf n Mw Mechanical Legend 1 Sheet Metal Supply gunk 1-——————-1 Sheet Metal Return Trunk Flex Duct E Supply Grille/Register 13 Grille/RegisterAbove Wall Grille/Register Job#: 1040 Oak Drive Home Energy Solutions Scale:1 : 94 Performed by Gerson Rubio for: Page 2 • ' 1040 187 E Whin St Right Suite®Universal 2018 Oak Drive Huntington,NY 11743 18._0.32 RSU25299 Cutchochogue,-NY 11935 Phone:631-673-0664 2019-Jun-21 09:29:50 home-energysolutions.com gdlamay3Qgmail.com Drive\1040 Oak Drive ManJSD.rt J 0 2nd Floor N 14 cfm BATH 2 BEDROOM: 6- 90 cfm 6„ ]0x10 12.10 133cfm 96cfin 96cfm 90,cfm "6" sas ofin zz x to STORAGE ROOK 6" IS„ , GAME ARE 74 d 6 6" 4s din 133 tfin 74 efin BEDROOM OTB CLOSE2 LLr Mechanical Legend 1— l Sheet Metal Supply Trunk �-——————- Sheet Metal Return Trunk Flex Duct �j IX Supply Grille/Register is GrillelRegister Above Wall Grille/Register Job#: 1040 Oak Drive Home Energy Solutions Scale: 1 : 94 Performed by Gerson Rubio for: Page 3 187 E Main St Right-Suite(@ Universal 2018 1 o4a Oak Drive Huntington,NY 11743 Cutchogue,NY 11935 18.0.32 RSU25299 Phone:631-673-0664 2019-Jun-21 09:29:50 home-energysolutions.com gdlamay3@gmail.com ...Drive\1040 Oak Drive ManJSD.rI ytv'/i .r t! a ■EN I' `a 4 tar r� y /--I- -of 't f � L v COMMENTS lu 'FOUNDATION (ZND) o_ Jr�r���� ,, • . �1..,,FOUNDATION (11ST) TAN= , NJr -_ • F RAM INSULATION PER N.Y; STATE • .D Fq ADDfTIONAL COMMENTS ON Ile W/ 4 �.V, TOWN 01.SQUAHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 i Survey Southoldtownny.gov PERMIT NO. I Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form [ Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building I* ctor L' PLICATION FOR BUILD ERMIT f Date SEP 2 5 2018 INSTRUCTIONS 20 :air . -�- a. `�ap lieWan�1flM, be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate pin6pl'aii0*Aale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) 4576 Middle Country Rd.,Calverton, NY 11933 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder agent Name of owner of premises Gregg and Kellie Schulz (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. M-60709 Exp.8/01/20 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1040 Oak Drive Cutchogue, NY House Number Street Hamlet County Tax Map No. 1000 Section 104 Block 6 Lot 14 Subdiyision , Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant b. Intended use and occupancy, Residence with a detached two-car garage 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $275,000 Fee $1,564 (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear 54'4" Depth 41'T Height Number of Stories 2 9. Size of lot: Front 112.54' Rear 112.58' Depth 125' 10.Date of Purchase Name of Former Ownerd9��e f 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Gregg&Kellie Schulz Address 180 Pine St., Rockville Cenphone No. 516-376-8907 Name of Architect Douglas C.Haring Address Phone No 631-304-8646 Name of Contractor Owner/Builder Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Joseph Turner,Jr. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief Wd,4gt0hF1fvork will be performed in the manner set forth in the application filed therewith. Notary Public,State of Now York No.01 PE619W--57 Sworn to before me thi l Qualifiedrin Suffolk County day of - 20 Commission Expires November 17,20 do Notary fulvic Signature of Applicant {'IOARD MEMBERS *0f SO(/r Southold Town Hall Leslie Kanes Weisman,Chairperson y> y�lO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� ,^�ppy0 54375 Main Road(at Youngs Avenue) Ken Schneider l'YC��I �`c.` Southold,NY 11971 http://southoldtowii.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD . REC ;l�/E Tel.(631)765-1809•Fax(631)765-9064 A- j 14 SEP 7 2011 FINDINGS,DELIBERATIONS AND DETERMINATION Q� MEETING OF SEPTEMBER 15,2011 Southold Town Clerk ZBA Application No.: 6495 Applicants/Owners: Estate of Curtis Horton Property Location: 1040 Oak Dr.,(1835 Mason Dr.)(Hickory Dr.)Cutchogue,NY Parcel No: 1000-104-6-14&20.1 Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 14,442 square feet (CTM 1000-104-06-14) from an adjacent land area of 14,435 square feet (CTM 1000-104- 06-20.1), based on the Building Inspector's Notice of Disapproval dated May 17, 2011 pursuant to Article II, Section 280-10(A),determining the properties have been merged. The Zoning Board of Appeals held a public hearing on this application on September 1, 2011 at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation,to the satisfaction of the Board that these lots were merged consequent to the death of the owners. There have been no transfers of ownership to an unrelated person or entity since the time merger was effected. Pursuant to §280-11, the Zoning Board finds that: (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because: parcel to be unmerged, is one of six lots that are a part of a non-conforming subdivision. Four of which, are presently improved with single family dwellings. The lots in this subdivision, range from 11,250 square feet to the subject parcel of 14,442 sq. ft. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because: By physical inspection,the lot consists of mature trees, high brush and thick leaf beds in the center of the parcel. Also, the public record indicates that the involuntary merger resulted from the death of a spouse. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: The topography of the subject parcel is a relatively level. It appears that the lot would not require any filling of soil or change of contour if a proposed home was constructed. The parcel is an inland lot Pa*-,2 of 2—September 15,2011 ZBA File#6495-Horton CTM: 1000-104-6-14&20. rather than one of the many waterfront parcels in the immediate area. Therefore, any adverse impacts from future construction on this parcel would be minimal. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Goehringer, seconded by Member Schneider,and duly carried to GRANT, the waiver of merger as applied for. Vote of the Board: Ayes: Members Weisman(Chairperson), Goehringer, Schneider, Horning. (Absent was: Member Dinizio) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing GJ ��, /2011 _� yL BUILDING DEPARTMENT-Electrical Inspector Cm x TOWN OF SOUTHOLD I Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # 6 1'2— Date P, 2019 Customer Name 6/p_! Electrician Name 707 TT G(,V Address /(j LLQ 5Rel Phone e-mail e-mail Phone License# Size :I o A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali r 90 day t om t at above. Authorized by wailFfill, .C::' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rer riche.,<7 town.southold-iiy:us. APP.LICffION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:`. `7 Company Name: Name: _. .:. License No.: :. .: ._ marl: Se _. Address: - Phone No.. - JOB SITE INFORMATION: (All Information Required) Name: -_C _C�. Z Address: t-to b Cross Street: _...:_...:_.: . t C... :._.. _...-. ._ Phone No.: - - 1 id .... 3`7 Le odq 0 '11 _ BIdg.Permit#: --...... -__ email: Tax Map District: 1000 Section: �� Btock;. _ -_.__..._ __ Lot: _ . BRIEF D CRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: C�E / NO oug In Final Do you need a Temp Certificate?: S / NO Issued On.,- Temp n..Temp Information: (All information required) Setvige Size 1 Ph 3 Ph Size:.,aQ A #Meters Old Meter# New Service ire Reconnect- Flood Reconnect-' Service Reconnected -Undergrou - Overhead #:Underground Laterals 1. 2 H Frame Pole Work done on.Service? Y N__. . Additional Infotibati6n P -YMENT'DUE WITH APPLICATION 82-Request for Inspection Formas C) CA? gAlFfolij'. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 reaerriehert- .townaoutholdiy.us. APPLICKTIONF_OR ELECTRICAL INSPECTION :-. REQUESTED BY: :- :..._. ._ _... -.._.. .. _.. Date:' `7 Company Name: Name: License No.: email: Aftess: ........... Phone No.-. JOB SITE INFORMATION: (All Information Required) Name: Address: L-to 4 Cross Street: - L..0 ...:... Phone No.: .... �a-7 le 9'q 0Z bldg.Permit#: email: Tax.Map,.District• 1000 Section: -___ --- :. BRIEF DESCRIPTION OF WORK(Please Print Clearly) PeA0 Circle All That Apply: Is job ready for inspection?: QE / NO oug In Final Do you need a Temp Certificate?: / NO Issued On Temp Information: (All information required) Service:Size 1 Ph 3 Ph Size:_: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead #-Undergrggnd Laterals_ 1. 2 H Frame Pole Work.done on-Service? Y -N- Additioria! Information: PAYMENT`DUE WITH APPLICATION. 82-Request for Inspection Form As G S C J §c" ott A. Russell ; - STORIM(.N%V)�tElk- SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 2179 'own of Southold 53895 blain Road- OUTHOLD,NEW 11471 - S CHAPTER'236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES. THIS PROJECT INVOLVE ANY OF TM FOLWWINQ Yes No (60* M.L MT APM16 (A® A. Clearing, grubbing, grading-.or.stripping cif land which affects more- than orethan .5,004 square feet of ground surface. 00 B. Excavation or filling imrolving more than 200 cubic yards of material A ithin.any parcel or any contiguous area- 0s] C. Site. preparation on slopes which exceed 10-feet vertical rise to 100 feet of horizontai distance. 00 D. Site preparation within 1010 feet of-wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the.-one-hundred-year floodplain-as depicted on FIRM Map of any watercourse. ® F. Installation of new or resurfaced Impervious'surfaces of 1,000 square feet or more, unless prior approval of as Stormwater Management Control Paan was received by the Town and the proposal includes in-kind:replacement of Imper-:viow surfaces.. 1:7If you answered N0.'to all of the 44S APS above,STOP! Complete the.Appfieant section below with your Name, Sigdature;,Contact Infohnation,Date.s County Tax Map Ntunhol Chapter 1,16 does ntif apply to ydw pm3ee- lf you.answered YES.to one or more of the�aboce,please submit tWo copies of a Stormwater Management Control Phan and a completed Check List Form tothe wilding Department wit'} your Building.Permit Appucatian. neistac amn (woo, chi«.Dm4p Pmfesstomt.Agent.cwt r..W4 cater S:�T.M. ": f OOa S [�FOGk• Lot 1' 1 (16t,13UiLDtNG Dl;P.�11itTT%jEj�rr�U�ON[:Y"'�'° Cmarsci tnfiaersuthm ,96 3- 20 XWAe R 1 Reviewed By; - - — — — — — — — -- - — — — — — Date: Property Address./Location of Construction Work: — — — — — — — — — — — -.- — — — — — � ® Approved for procwkng Building Permit. 'Storm%Naier Management Control Plan Not Rcqutrrd, Stormwater Management Control Plan is Required. � Ax (Forward to Gnghu crtng Department for Review') � FORM ' SMCP-TOS MAY 201 AP-PIA"r- &C.T.M. 1000 Qwi-tV Orem:Dnip Proltswicul.APent Cbnft�Mot.Ot CHAPTER 236 Stormwater Management Control Plan CHECK UST NAME. SM"C P -Plan Requirements! Provide ONE copy of the Building Pernut Application. Date. The applicant must proyldv-a Complete EVIariallon and/or Reason for not providing Required by the klowtrig'OieckliA -011 Information ihat-has-bew 1. A Site Plan drawn to scale Not Less-that 60' in the inch MUST it You answered Noor NA to any Item, Please Provide.justirt&.al Ion I[ere show all of the foilowing,itenm- If you,need additional room far explanations.Please Provide additional Paper. a. Locat ion&Descript ion of Property B6undaric� b. Total Site Acreage. V I TV TOO.M.-M 110- C. Existing - Natural&Man Made Features within 500 L.H. SIAll lhdude.'VEP of the Site Boundary as required by 62:s-i7icm103inwMa d. TL-a Hole Data Indicating Soll Characl.erl�tics,&Mpth lo.Ground Water. V Elm stab! lit c. Limits of Clearing& Area or Prop2,qed I=d Disturbance. 8.8d'AnO/Or.1n3WVq r, Existing& Proposed Contours of the Site aiinintuts,z intmaw g. Location or all existing& proposed structures, roads, driveways,sidewalks,drain age improvetnents& utilities. h. Spot Grades& Finish Floor E-levations for all existing,& Cm propaged structures. I E-71 0WHIVIPH vmvidq Engiarse escdmrfitaflori 1. Location of proposed Swirrini ing Awl mid discharge ring. 00 Pie MIA3jg'bas 1Te_On-fftstWled4d'Cdde. I Location of pi-pposed'Soll Stockpile Area(s). k; Location of pruixysctl Construction Entraticc/Staging Arms 1. Location of proposed concrete washout area(s). M. Location or all Proposed erost6n&:iedirrtent control measurtif. 2 Storrowater Management Contra)Plan must inclutle Calcutatioas.4himjils I fiat the starinwntcr Improvemenis arc Mzcd to capture,start~ural inf lit rate on-site the run-off from all impmia'us surfaces generated by a twp 0.iti,h rainfall tsiarm event. 3. Details&Sectional DrawoV forstormwater practwes-are iequired for approval. Items requiring dt'laik;shall include but not,be limited Icr a; Erosion&SWiment Controls. 1). Construction,Entrance&Site Access. c. Inlet Drainage Structures (eg.catch imimstrench drains,etedi - d. Leach in .Structures(ea.infittraiion tuiiin�swah!s.cto FOR ENGINMIZNG&I P EJO N LY'" .. . - IAdditional Information is Required. Reviewed& I ® Stormwater Management Control Plan is Not Complete. Approved By. _ - - - -- - - - - - - - - - - - - - - - - - - - - `$tormwater Management Control Plan is Complete. Date. 'IT V\1 SMCP has been 'approved by the Engineering Department. !1=0 FORM I SWCP Check List-TOS MAY 2014 A G GRADING PLAN F.F.d D' 4' APPRO F6£Dtl ��af$ OF PROPERTY AT CUTCHOGUE' r �E �w. �E iE T QJ' f4w 0.0" se d'LEA& l� TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. PROPOSED SEP77C SYSTEM (3 BEDROOM MAX). GTOUNDWAMR a Q° 1000-104-06-14�+ /,/ [5]LEACHING POOPS 2'DEEP X 8'DIAMETER 100�r0-104./-06-1`t [1] 1,000 GALLON SEP77C TANK. SCALE. 1 y—a300 TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT.OF AUGUST 27,2013 201 3 ' HEALTH SERVICES.SPECIFICA7TONS FEBRUARY 7, 2014 (PROP. HOUSE & GARAGE) yjE•T1,�•NDS .. EpOE ..... EL• 5.1' N• �M EDGE OF pA NT 112.51 E1� 5.2 i (Z x \N-9'12'� OPE cn _ EIr\5•d N �'C $ a ZONE AE RAIN RUNOFF CONTAINMENT \�goCL � (EL 6) p �� CDT HOUSE,& PORCH - 2159 sq.fl.., \ pw nr GARAGE - 67sq:ft: z ¢ a 499.6.Sq:ft: N `� 0 FLOOD ZONE LINE y 4996 x 1 x 0.17 = 849' ccl:�1. 3 C s 849/42.2, 20 VF. ZONE X — -r— PROVIDE DWS 8'0 * 4' deep. ST 36' ' c.g C_� $ 55 � � D\ � 5 � LP y • . �' .. -+ Z OW 41 OpO,�r. z�� 35.5' ,� D 28. I D U �"al®n ' 112.58 ' For Sanitaryp����'v®�r RP°�fui E 7.5 *46"00"W ADM SYStetI'�14o ba ���e 0`�3'S[e� 57rJ pLL1NG A E� 1`' I6�exactly a6 +�k ■ ®epcj",�f; � c P�g��c w hD*n 0:"app oved survey. Y- I!`/ N/O/F SON NG R STEVEN- TEST HOLEDATA � E UFFOLKEIJ' iY DEPARTf4ENT OF HEALTH SERVICES ®ca BY McDONALD GEOSCIENE PERR9IT FOR APPROVAL OF CONSTRUCTION.FOR A �-n 8/12/13 7:40AM M S.INGLE"FA4SILY'1RE'SIDI:NCE ONLY EL 6.6' BROWN SANDY LOAM OL ®® rn M S ----'0.5• APR 0 a� 8. 2014 J� PALE BROWN SILITY SAND SM' DATEH. � ��} {�' // � ----- 4' ! AP, 0VED / l PALE BROWN FINE SAND' SP EL 0.8' ------ 5.8' FVii i'•tittR! �:1 e' a WATER Mm p,00 f„a �{ WATER IN PALE BROWN FINE SAND SP EAPIPES TF•IREE YEARS FROI'vi DATE 0r APPROVAL Orn ri co I am fdmilior with` the STANDARDS FOR APPRO AND CONSTRUCTION OF SUBSURFACE SEWAGE 12' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. FLOOD ZONES 'FROM FLOOD INSURANCE RATE MAP The location of wells, cesspools & public water shown hereon are MAP NUMBER 36103C0164H SEPTEMBER 25, 2009 from field obser oIs NN r from data obtained from others. ELEVATIONS REFERENED TO N:A.V.D. 1988 c0 ��-[.ME��cO AREA=14 443 SO. FT. ,q 5 N.Y.S. LIC. NO. 49618 ANY AL TERA 710N. OR ADDITION TO THIS SURVEY IS A VIOLA TION C NlYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 5_ 65-5020 FAX ( 755-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ' �c?`� �'o-495ti$ P OX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR F© TRAVELER STREET Ory_224 WHOSE SIGNATURE APPEARS HEREON. i =PS OUTHOLD, N.Y 11971 // OL-, 13s,-' 'Q1 t k}A tX fltt I U L Ar';NjENj'C_?r -_'1j1E,;1LT.TM-_SFXV ICES GF = v ATER MAN_,V3EMLNT F32,;`00 OR 'cil Ik prh ;,g% ?"'.','';�:�':��-'c -',t��``'�: K "h "K. T 'TO:U DATE-A.XEN SUN -ERISTIT TMM S APM1 I UNWILOD ST015ALAINR.. s NO-. SL-FPLN"F-.,'�.CIL.TT-IFS,t-"ORA-SINGLE IRtUMILY.DWELLUNG.- NEIL W]RILIURSE SIDE OF TKIS YORNT FOR VV11,;TJILT4TIONR ILT __-Op D ",,,A L, JQb:A_ -Fr D T PAN$F U R IS- FOR AL T,]R VNIM'ALI N scedrin B1.0 k- �p 16 , a nl of 0 V Er nait Ad dres51- F OF OP-107.NAI:AYPRO-�AL, new Nmtrnerp-fv�rev-ious Applii:anvAsZeM7 o _T L T Thereb-i non I b,-TCb-V aliffOrize--tbe above narned current.jipDjjc_.a­w.j(o its V �pp tlnc PM Uclint,'s up-' jt,- ,&,j,&, p rgi e c Ri,ejanxi b,%!::n fo r_ C ,d-Te!ferp ficc muhlber wid jt , m-; t's iuM� Dam, r 0 R-AL IZENIEW A.L S NU TA A,'N E R S fc.rNOV ' aj�pbcable) -I- r-'21'r to C,%ns*r_mt :tp#,7 111c t�v zzmc-a'lid cClv 5j,_,-tc FS -9:1M.1mr, wit a i '1V A r,v cTitle tu_ N_ ,_;:I rita tv Ve90�, D A D f 0.4 NSURVEY OF PROPERTY MAR 1 3 2019 AT CUTCHOGUE �TmiX�7-)- TOWN OF SO UTHOLD TOWN OF SO fXLD SUFFOLK COUNTY, N. Y. 1000-104-06-14 SCALE: V-30' AUGUST 27, 2013 FEB. 7, 2014 (PROP. HOUSE & GARAGE) FEB.19, 2014 (ADDITIONS) APR. 24, 2014 (REVISIONS) MAY 28, 2014 (REVISIONS) FEBRUARY 11, 2019 (FOUND. LOC.) �TLpNDs EDGE OF WE�ANDS E mti ' K DRIV 0A EL. 4.8 1ER Wi� EU• 5.1' PAVEMENT �pD .. ... EDGE OF 112.54 n l�3 N79112lion i D E u, EL. 5.0' 1-4N Z ° iTl )y N "O O s 287 19� i18 44.1' O C O Z 16.7' FOUNDAON 2 n Z Z O I21 tOPOOF o J 44:5_ - Z 24.0' 2 0' 13.0 25. FOUNDATION Ws LOCATION OF FND' EL• 7'S 112.58 PIPE EL 7.5' o.sNv 46.�o"W S75. LU %MR �o (P g�IC WpZE � N/O/F vENSO ELI-LA13ETH S� J) � TEST HOLE DATA ^ , BY McDONALD GEOSCIENE 8/12/13 7:40AM EL 6.6' BROWN SANDY LOAM OL 0.5' PALE BROWN SIUTY SAND SM 4' PALE BROWN FINE SAND SP EL 0.W WATER 5.8' WATER IN PALE BROWN FINE SAND SP I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Ir and will abide by the conditions set forth therein and on the permit to construct. FLOOD ZONES FROM FLOOD INSURANCE RATE MAP The location of wells, cess o /s I' water shown hereon are MAP NUMBER 36103CO164H SEPTEMBER 25, 2009 p I from field observations a Qr- .o czt obtained from others. ELEVATIONS REFERENED TO N.A.V.D. 1988 AREA=14 443 SQ. FT. r" S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION, EC`• tl'lL'II'J, ,YO S, P.C. OF SEC71ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. << j� FAX 631 765-1797 EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. ALL CER7IFICA71ONS HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Ny12&d—tim`44 EL R STREET WHOSE SIGNATURE APPEARS HEREON. • =PIPE SOUTHOLD, N.Y. 11971 O�—��� NSURVEY OF PROPERTY • sc®Hs REF.# R-10-14-0011 AT CUTCHOG UE TO WN OF SO UTHOLD SUFFOLK.-'COUNTY X Y. SUFFOLK CObNT V D&E-OARTMENT OF kEALTH SERVICES 1000-104-06-14 APPROVAL OF KUCTED VI0 RAS FOR aS'CALE• 1'=00' A S ,r L'_ :_:._�.Y RESIDENt:E AUGUST 27, 2013 Date , J�Q- F >' � ; y -.bU /J FEB. 7, 2014 (PROP. HOUSE & GARAGE) FEB.19, 2014 (ADDITIONS) 1e se: r�€f<`-�� r •- APR. 24, 2014 (REVISIONS) r , ?„ t,f �E �s at qhs;N;a;I6n have been inspsM� . r -u e f�;d�iis CsFar:�e 1t cr aL�:srUye,�cies and found to• MAY 28, 2014 (REVISIONS) be saVsfactwyr FOR A MAXIMUM Oi,_3 BEDROOMS. FEBRUARY 11, 2019 (FOUND. LOC.) � SEPTEMBER 5, 2019 (FINAL) er 11 ; ' w-14 p-a SEPTEMBER 9, 2020 (SEPTIC LOCATION) RE, WEnpN r OF ��NOS .............................. EDGE ®AIC EL 4.$ WAS PIPE EL 5.1' EDGEoPAVEMENT 11 Z•:JG'4' D. f WATER METER PIPE N791 211OpE E1 5.2 FND. (n - O,-UG Ln PROPANE P O� 7- TANK fTl n Z N a 7- \ 7�N� R/0 DECK SEPTIC C COVER \ ' ST LP3 O z9•G' C C— 1 s.e 2' W LP5 • r D� OSE D 2 Hp SE LP4 D O L, FF=10.4 0, T D 2 0' 21 0' s s 44.1' 7- 24.0' SEPTIC LOCATION •� TOn 12.9' DECK 25 s RCA AY pRIVEYI A B FR, GWINGE ro u� E�-• -7.5 ST 39' 22' n w FE.END LPI 325' 38' FNo 25.3 0 El• a 0� 2.0'E c� � T FUNDK�E �N 58 LP2 29 29.5 E0.4 ND 0.4'N STpCC - LP3 38' 35.5' , pIPE E1 -7'5' 6'00"W LP4 28.5' 42' N 9CN R• S (0WIEU-IN LP5 38' 47' 0.7'E pUBUc v�M N/o/F vENsoN TEST HOLE DATA `,8`1 V Wp(ER� ZABEV RECEIVED BY McDONALD GEOSCIENE 8/12/13 7:40AM EL 8.8' Nov 0 2 2020 BROWN SANDY LOAM OL 0.5' PALE BROWN SIUTY-SAND SM -'ICESSUFF. Co. ; rl� 4• PALE BROWN FINE SAND SP OFFICE ��. EL ON WATER 5.8' WATER IN PALE BROWN FINE SAND SP I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the �z• permit to construct. FLOOD' ZONES FROM FLOOD INSURANCE RATE MAP MAP 'NUMBER 36103CO164H SEPTEMBER 25, 2009 The location of wells, ces SF �i4tr water shown hereon are from field observations i'tfr1 b tained from others. ELEVATIONS REFERENED TO N.A.V.D. 1988 }a -p AREA=14 443 SO. FT. _ S., LIC. NO. 49618 ANY ALTERA77ON OR ADDI77ON TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ,qU P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77nCA77ONS — AX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF lB SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 • VELER STREET ` Orr 224 V&IOSE SIGNA7URE APPEARS HEREON. • =PIPE SOUTHOLD, N.Y. 11971 NSURVEY OF PROPERTY SCDHS REF.# R-10-14-0011 _10 14 0011 AT CUTCHOG UE TOWN OF SO UTHO.LD SUFFOLK COUNTY, N. Y. (N ,c :it \vi I - 1000-104-06-14 SCALE: 1'-30' AUG 0 8 2022 AUGUST 27, 2013 FEB. 7, 2014 (PROP. HOUSE do GARAGE) BUILUiNG utNT. FEB.19, 2014 (ADDITIONS) TOWN OF SOUTHOLD APR. 24, 2014 (REVISIONS) MAY 28, 2014 (REVISIONS) FEBRUARY 11, 2019 (FOUND. LOC.) SEPTEMBER 5, 2019 (FINAL) SEPTEMBER 9. 2020 (SEPTIC LOCATION) AUGUST 9. 2022 (DECK CORRECTION) vv�`NDS EpGE �.�LpNDS .............................. OF OAK DRE EL, 4.8 WAS PIPE EL 5.1' 4 EDGE OF PA yEMENT 5 , FND. 2• — - (WATER M TEft OPE EL 5.2 PIPE N7901 - 0 FND. N J EL 5.0' N l O Ln PROPANE Zg TANK fT1 n Z - N 9CS �\ q� R/0 DECK SEPTIC C �z o COVER \ ■ ■ ST �p LP3 7.2 LP2 LPI N C r D Z FUND 16 6 2 Hp1}SE � a LP5 C n Z Z Q 0.3'E ro x.10.4 o LP4 O 'n WNDW. 21.0' ■ r 44.1' -P WELL 2,0' SEPTIC LOCATION m 12 9' 24 0 OECK 25.3 pRAY W rBr RGA r GAW,GE EL 7.5 SST 39' 22' U1 0 FUND v; 25.3 EL. 6.0' PIPE 2.0'E LM 32.5 38 m " , FND. LP2 29' 29.5' ? FUND FE.END �OCK�E� 1 12.58 0.4'N 0.4'N O�W 1 " 38' 35.5' PIPE EL 7.5' 50T�'O LP4 28.5' 42' 0.6'N FE.COR. $7 NG 01" - W LP5 38' 47' ' o.i E PUBLIC WAR) M NCO/F SON TEST HOLE DATA �p Ly1N WA R� ABE•(H 5. -- --BY_McDONALD- GEOSCIENE----- - --PUR�C ------ -- ---- ---- - --EUZ-- - ---- -- --- --- - --- ---- - - -- ----- - 8/12/13 7:40AM - - - -- -- EL. ss' - BROWN SANDY LOAM OL 0.5' PALE BROWN SII ITY SAND SM 4' l am familiar with the STANDARDS FOR APPROVAL PALE_ BROWN FINE SAND SP AND CONSTRUCTION OF SUBSURFACE SEWAGE E11- O.v WATS 5.8' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the WATER IN PALE BROWN FINE SAND SP permit to construct. The location of wells, cess vols &-public water shown hereon are 12. from field observatio .N Qrr/C m data obtained from others. FLOOD ZONES FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103C0164H SEPTEMBER 25, 2009 0 �' � ELEVATIONS REFERENED TO N.A.V.D. 1988 AREA=14,443 S0. FT. r' ::� N.YS, LIC. NO. 49618 .YS LIC. NO. 051132-01 ANY AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ONSU ORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (6,_1l 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS EmaiC peconicsurvey9optonline.net HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 07-224 WHOSE SIGNATURE APPEARS HEREON. =PIPE SOUTHOLD, N.Y.- 11971 pE SO�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 'o BUILDING DEPARTMENT TOWN OF SOUTHOLD July 8, 2022 Gregory Schulz g 1040 Oak Drive Cutchogue, New York 11935 �'— Note: Please see attached copy of your survey. Amended plans required for additional deck area. An additional fee will be required. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 46035-Z New Dwelling REScheck Software Version 4.6.5 Compliance Certificate Project Schulz Residence, 2,537 s.f. 2-Story House Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 2,537 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1040 Oak Drive Gregg &Kellie Schulz Drafting &Design Consultants Cutchogue, NY 180 Pine Street 4576 Middle Country Road Rockville Center, NY 11570 Calverton, NY 11933 kellie.schulz.igvu@statefarm.com 443-865-3108 d2consultants@optonline.net performanceCompliance: Pastes using Compliance: 0.6%Better Than Code Envelope Assemblies Gross Area Cavity Cont. Assembly or Ft-Value R-Value U-Factor UA Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,543 38.0 0.0 0.026 40 Floor 2:All-Wood Joistlfruss:Over Outside Air 470 38.0 0.0 0.026 12 Wall 1:Wood Frame, 16"o.c. 471 15.0 0.0 0.077 26 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 78 0.280 22 SHGC: 0.30 Orientation: Front Door 1: Glass 40 0.300 12 SHGC: 0.30 Orientation: Front Door 2:Glass 20 0.300 6 SHGC: 0.30 Orientation: Front Wall 2:Wood Frame, 16"o.c. 310 15.0 0.0 0.077 20 Orientation: Right side Window 3:Wood Frame:Double Pane with Low-E 53 0.280 15 SHGC: 0.30 Orientation: Right side Wall 3:Wood Frame, 16"o.c. 310 15.0 0.0 0.077 18 Orientation: Left side 81 0.280 23 Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 1 of 9 HouseA18-0007 Schulz.rck Cont.Gross Area Cavity Perimeter Wall 4:Wood Frame, 16"o.c. 473 15.0 0.0 0.077 30 Orientation: Back Door 3:Glass 60 0.300 18 SHGC: 0.30 Orientation: Back Door 4:Solid 20 0.300 6 Orientation: Back Wall 5:Wood Frame, 16" o.c. 340 15.0 0.0 0.077 22 Orientation: Back Window 7:Wood Frame:Double Pane with Low-E 54 0.280 15 SHGC: 0.30 Orientation: Back Wall 6:Wood Frame, 16"o.c. 129 15.0 0.0 0.077 9 Orientation: Left side Window 8:Wood Frame:Double Pane with Low-E 14 0.280 4 SHGC: 0.30 Orientation: Left side Wall 7:Wood Frame, 16"o.c. 271 15.0 0.0 0.077 19 Orientation: Right side Window 9:Wood Frame:Double Pane with Low-E 27 0.280 8 SHGC: 0.30 Orientation: Right side Wall 8:Wood Frame, 16" o.c. 214 15.0 0.0 0.077 14 Orientation: Front Window 10:Wood Frame:Double Pane with Low-E 28 0.280 8 SHGC: 0.30 Orientation: Front Ceiling 1: Flat Ceiling or Scissor Truss 761 38.0 0.0 0.030 23 Ceiling 2: Flat Ceiling or Scissor Truss 296 38.0 0.0 0.030 9 Ceiling 3: Cathedral Ceiling 295 30.0 0.0 0.034 10 Ceiling 4: Cathedral Ceiling 30 21.0 0.0 0.048 1 Ceiling 5: Cathedral Ceiling 150 21.0 0.0 0.048 7 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date D ARG �oJG�PS C i2 � '>32851032so�° y0� F �F NE`N Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 2 of 9 House)\18-0007 Schulz.rck 0 CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &.Req.ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3J1 :lighting and mechanical systems. ( ❑Not Observable U i Systems serving multiple ❑Not Applicable i dwelling units must demonstrate compliance with the IECC ; Commercial Provisions. i 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA ; Cooling: Cooling: U Manual J or other methods ONot Observable , Btu/hr Btu/hr ❑Not Applicable approved by the code official. pP i ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 3 of 9 House)\18-0007 Schulz.rck 9 L Section # Foundation Inspection Complies? Comments/Assumptions &Req:ID 3032:1 'A protective covering is installed to ;❑Complies ;Requirement will be met. [FOil]z, protect exposed exterior insulation U❑Does Not and extends a minimum of 6 in. below grade. EI Observable El Not Applicable 403:9 - Snow-and ice-melting system controls;❑Complies [F012j2 installed. ;❑Does Not j J ;❑Not Observable; :[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 4 of 9 House)\18-0007 Schulz.rck Section Plans Verified ,Field Verified # Framing,/Rough-In Inspection Value Value Complies?. Comments/Assumptions & Req.ID, 402.1.1, Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 [FRl]l ❑Does Not ;table for values. � ; G � � ;❑Not Observable ; ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not ;table for values. 402.3.3, ; ' Not Observable 402.5 ; ;❑Not Applicable [FR21pP ; , ; 303.1.3 LI-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 I are determined in accordance ;with the NFRC test procedure or ❑Does Not taken from the default table. ❑Not Observable 1. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrierl` ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. Jt❑Not Observable (❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting `` ❑Does Not © ;AAMA/WDMA/CSA 101/I.S.2/A440I or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.45 {IC-rated recessed lighting fixtures' ;❑Complies ;Requirement will be met. [FRZ6]2 I sealed at housing/interior finish ❑Does Not I and labeled to indicate<_2.0 cfm leakage at 75 Pa. { ❑Not Observable o ❑Not Applicable 405.2 ;All ducts in unconditioned spaces ; R- ; R- ;❑Complies [FR25]1 :or outside the building envelope ❑Does Not are insulated to>_R-6. ; '❑Not Observable ' ; �❑Not Applicable 403:3`5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. !! ❑Does Not ❑Not Observable ❑Not Applicable 403.4 _ HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids j❑Does Not :.; below 55°F are insulated to_>R- 3. ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC I ❑Complies [FR24]1 piping. i ❑Does Not 0 J❑Not Observable ( J❑Not Applicable 403.6 _ Automatic or gravity dampers are 1 ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ' ;❑Does Not intakes and exhausts. t f❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3. I Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: DADrafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 5 of 9 House)\18-0007 Schulz.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 , JAI] installed insulation is labeled ( vJE]Complies ;Requirement will be met. [IN1311-. or the installed R-values j❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IOAN1]1. ❑ Steel ❑ Steel ;❑Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 :manufacturer's instructions and _. ❑Does Not [IN2]1 :in substantial contact with the a (0 :underside of the subfloor,or floor ❑Not Observable I :framing cavity insulation is in ❑Not Applicable contact with the top side of : sheathing,or continuous j :insulation is installed on the :underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing ; i members. 402.1.1, :Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the :1❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 :exterior,the exterior insulation ❑ Mass E] mass UNot Observable 1 requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not i❑Not Observable ( J❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 6 of 9 HouseA18-0007 Schulz.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, !Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.6 ; ❑Not Observable [FI1]1 ; ;❑Not Applicable , 303.1.1.1,:Ceiling insulation installed per (❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. `s ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. f( ❑Not Observable ❑Not Applicable 402.2.3 J Vented attics with air permeable j❑Complies ;Requirement will be met. [FI22]z " insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable J❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies !Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 I cfm/100 ft2 across the system or ft2 ftz ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ; ❑Not Observable ' ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 I❑Complies [F127]1 determine air leakage with ft2 ftz ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable ;pressure differential of 0.1 inch ;❑Not Applicable j w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ' ; w.g, across the entire system , including the manufacturer's air ; , handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 '.by manufacturer at<=2%of ❑Does Not ;design airflow. IE]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats 4 ❑Complies ' [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and I initially set by manufacturer to - ❑Not Observable code specifications. ❑Not Applicable 403.1. ;Heat pump thermostat installed ❑Complies [F[10] .�on heat pumps. ❑Does Not II (� 1❑Not Observable f ( �❑Not Applicable 403.5.1 Circulating service hot water j, i❑Complies [FI11]2 i systems have automatic or )❑ accessible manual controls. Does Not i ❑Not Observable i F ❑Not Applicable 403.6.1 All mechanical ventilation system; i❑Complies [FI25]2 fans not part of tested and listed Z ❑Does Not HVAC equipment meet efficacy and air flow limits. ]E]Not Observable J t1EINot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 7 of 9 House)\18-0007 Schulz.rck o Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 Ithrough one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 'Heated water circulation systems { I❑Complies [F1281z have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply #❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are I not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop i is at set-point temperature and y no demand for hot water exists. i 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ;❑Complies [F130]1 have recirculation pumps that ;❑Does Not pump water from a heated water supply pipe back to the heated JE]Not Observable water source through a cold ❑Not Applicable water supply pipe have a s demand recirculation water j system. Pumps have controls that manage operation of the j pump and limit the temperature of the water entering the cold 44 water piping to 1049F. r l 403.5.4 Drain water heat recovery units (❑Complies [F1311z° tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for ❑Not Applicable individual units connected to one a or two showers. Potable water- side pressure loss of drain water j heat recovery units<2 psi for individual units connected to three or more showers. 'y 404.1 ;75%of lamps in permanent ❑Complies ; [F16]1 fixtures or 75%of permanent ;❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage 1❑Not Observable lighting. 1 ;❑Not Applicable 404,1.1 Fuel gas lighting systems have ! i❑Complies ; [F123]3 no continuous pilot light. ! I ❑Does Not ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ! ;❑Complies :;Requirement will be met. [FI7]2 I❑Does Not ❑Not Observable I❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: D:\Drafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 8 of 9 House)\18-0007 Schulz.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3. - Manufacturer manuals for 1❑Complies [FI18]3 mechanical and water heating tDoes Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schulz Residence, 2,537 s.f. 2-Story House Report date: 09/16/18 Data filename: DADrafting and Design Consultants\2018 Projects\18-0007 Greg Schultz- (New Page 9 of 9 House)\18-0007 Schulz.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC; Window 0.28 0.30 Door 0.30 0.30 Heating&Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments cn �XT'G 2-GAR GARAGE F Jc s _ 55 -4 3 0 m Q 2'-6" 21'-O" 5'-O" 24'-O" m ._O.. Q[_O il 4._O.. 5._O.. 4._O.. a'_8�� 11 4' A FWH 068 FWH 068 FWH3068 z 'A n 1uZ ,d) 0 i i i n i n '�i = u 51-611 2 4 —o -� iq -o l DIRECT III-all 5 N (NATER I s N - PWj� - I DIRECT VENT FURNANGE HTR m 24'- CO } O - O i ii i n i n01 N O � 01 ROOM _I I GAS FIREPLACE ;- --- - -_-- ---- -- - _ -_ - N 'II,' O O WALK WALK BAT I H '7 -10 8 -5 8 -8 F F- O - _ op - _ - - - - _ _ _ IN a [0, = O I •9 CLOSET CLOSE `� F-XT G `- - - — — -- — - _I =b ' 3 HIGH -1 2 2G AR GARAGE cO • JOO 0 I I RAILING m HD . 1 5._O.. 5�_a�l GREATor O '� cO m 1 r Lu ROOM 16 -4" (2)2°x1o" O m O q' HIGH CEILING _ c0 to I- rD m U-I z 13 4 I 11 1 00 - R. _ x x 26 O 26 !- d ►- �- ;-- f<I TICHE N --lo I - m m N = REAR IDEGK its- MASTER - �y BREAKFAST `-° BEDROOM p NOOK _' q' HIGH d N O ILL N CIHIGH CEILING � 6 26 x CEILING 0 w 5 6 4 O -� _ 2 _ 1 q _O }- r dJ O O } 1(1 (y X (2)2"xl0" HDR. -- -5 PKT—i _ O �� 6 - " " DIRECT I! '-O" WATER I 'I Z _ _ 2 0 ~ O -- CLOSET (2)I-3/4"x11--f/8" HDR. m < PWD I DIRECT VENT FURNANGE HTR m LLI 1(1 m 6 Z E- ROOM _I I GAS FIREPLACE O D, _I ~ S° 2 Q 3° SATinn, N O <t ~ V d • I WALK WALK _ I _ 1 . — - - 3 O 3-- 10 O 4 16 4 -IN- v I � O O I _ �• I GREAT I' O m D GL05ET I- N - - -- CLOSET O �I C -- - - -- _ U ROOM o O 'y O2 x10 'I v � ( (2)I 3/4 xI I-7/8 HDR. (FLUSH) I _ HDR. I q' HIGH GE I L I NG O NQT 3052 � � ,. I ' I IIL —t IL. .� TW�34lf� I lu XASO�I li = -� 54�E X BO\lE IL LIVING p O O Ov DINING X I� �' ROOM ROOM O �i x q' HIGH i - O r� �-�v p x a HIGH , FOYER O CEILING A o REAR DESK FLAN p ,� z C n O — CEILING m 1I OPEN TO m -�n --�' _ 5 - 1,545 S.F. LIVING AREA (FROFOSF_D) . ® -7 '' ABOVE — �� _ 450 S.F. FRONT FORGH (FROFOSSD) z —� li o � SCALE: I/4 - 1'-0" N tL O ; 11 ._2.. ,I 6. 26 101-oil N O 11; O T �: cn O O � � O r TW 052— TK3052 TN l052 TW 05- ll W 3410 W 39+0 � 340 304 N O w A A \/-E- \/E— ROOFED OVER WRAP ROUND O ' Q PORCH t- -(2)2"xl2"- IDR. 2)2"x12"-HDR. 2)2''x12"-HDR. 2}2"xf2"-HDR. ' " ' " ' " ' " " 00, 01 ' " .10O _ EXT'67 10 -7 -6 ------ =-a----- 8 -8 6 5 -8 2-GAR GARAGE i--------------1 I 1 p (2)2x10" ---_(T2x10"---II (2)2x10" %!�j 2"X5" AGQ WD. LEDGER W/ 5/8" DIA. LAG BOLTSI I I I REVISIONS _ _ _ _ 1 00' I 3 -O -O 3 -3t. 5 -I I 5 -I 2 -10 "71-all4 -111 REV. #I 08-008-02-11,11_ 0 _T4x4" AGQ POST ON 28'-8" 16'-8" I I I i � � � O 12" DIA. P. G. FOOTING I < I I I I g x I 1 1 1 BEAM x N I I I BEAM I POCKET POCKET - ----------- -----------------� I I L------------------ ----- --- - - --- r---------------- -- -------------� --------------- -- --- --------------I I I FLOOR 1 I 2"X8" ACO WD. LEDGER [IM 2"XS" AGQ WD. LEDGER 1 ST \ / I I Q BE Q W/ 5/8" DIA. LAG BOLTS (� 11545 S.F. L I Y I NG AREA (FROFOSEE�) I I W/ 5/8" DIA. LAG BOLTS '� POCKET 0 0 8" P. GONG. FDN. sGALE: I/4° = I'-o" 450 S.F. FRONT i�ORGH (PROPOSED) 1 I � ( I � ( 0 ON I6" X 8" DEEP I I v,,�qac �ti9 x x P. GONG. FTG. I I ` 9i '{ 1 I N I I I x I I • 'I G) m 1 I m m N 1 I i ei*.�d y 1 I L— J L—_J L--J I I FNI I I 8"x16" GONG. BLOCK PIERS DRAWN 13Y: J. TURNER ON 16"x2O" P. G. FTG 14-�6 SCALE: AS NOTED CHKV 13Y: - DATE: 0-1/01/18 I f SHEET NUMBER REAR 1:;)EGK FOUNL�AT I ON ALAN 50ALE: 1/4" = 1'-0" J013 #: DDG-I5-0001 A5f5EV I AT I ONS : A/G AIR CONDITIONER 4-j ACT ACOUSTICAL TILE AD AREA DRAIN ADJ ADJACENT ct ADJUST ADJUSTABLE AFF ABOVE FINISH FLOOR NEW ALUM ALUMINUM ASPHALT SHINGLES APT APARTMENT .�- ATTEN ATTENUATION -------- RD BOARD i!7 --- -- _- -__-___=_-- _---_=— ------ ---- -- ---- -- - BLDG BUILDING m - -- - ----- --- BR BEDROOM O --- ----- -- --- - -- ------- - -- --- BPP BUILDING POWER PANEL - -,- -- - --- --- - -- - ---T- GAB CABINET < (1) In .aa GEM GEMENT U Q _ GER CERAMIC NEW =,- -- - - ----- - ------- ---- _-- - - _ NEW GH GE I L I NG HEIGHT ZZ m A51=HALT 5HINGLE5 —,- ASPHALT SHINGLES GJG G JOIST - -- � GT CERAMIC TILE 12 ,2 - GL CLOSET Z .0 ------ -- - - -! . - - _ _ - -- - - -- - - --- - - . -.. - GMU CONCRETE MASONRY UNIT z I NUTS � O W -- - - ------ - --- - G CUBIC FEET PERM G/B G I RGUT BREAKER z OL6 GdJ --- -- ----- -- -- - ; - - -- - -- -- -- - -- - -- - =_ --- CO CLEANOUT ZO — - CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Table 3.5A Top and Bottom Plate to Stud Lateral Connections . GENERAL NOTES SIMPSON STRONG-TIE Exposure B for Wind Loads Exposure B SNOH�,p[ WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD Shear Connection Requirements DESIGN Y- FLOOD AIR a (Prescriptpfe Alternative to T&le 3 5) EED d TOP06RAPHIG SPWIAL WIND WIND-EORi'E 'I� f3�05TLIFE (Prescriptive altematN*to Ta_1. 3.41 �� (mph) EFFECTS k R661oN N DEBRIS ZONE m CATEGORY g Y'EA1'HERIHN6 a ,�yHI b tERMITE c TEMP.r MRNT RDs h FREEZING TRAP-TIE H O E D O W NCn I. CONTRACTOR SHALL CHEGi< AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 517E BEFORE REQu1RED INL7EX N BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE so PSP. 130 MPJi YES 1,500 OR LESS B sEVERe 9'-O• A II REQUIRED wA sea 700-yr.Wind speed J--� 700-yr.Wind Speed 110 115 120 190 140 550 160 170 180 195 110 115 120 130 140 1S0 160 170 180 195 3-second gust(mph) 3-second Sit m h PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, LAWS, Wall Stud FOR 51. I POUND PER SQUARE FOOT 0.04'74 kPa,I MILE PER HOUR■ 0.44-1 M/5 ° " " Rafter/Ceiling Joist Numberof Sd Common Nails or 10d Box Nails(Toenailed acro wall Hei ht ft to ORDINANCES ZONING AND REGULATIONS. ° USE S I MPSON } Spacing E ( ) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE�MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL ° Spacing fin.) Height t,}.s,• ct : REQUIREMENTS OF TH15 CODE.THE WEATHERING COLUNM SHALL BE FILLED IN W1TH THE WEATHERING INDEX,•NESLI61BLE,• 'MODERATE'OR °° STHD I O ac' 'n' yt Required in Each Rafter and/or Cet ing Joist to Top Plate Connection ('"') 1 1 "SEVERE"FOR CONCRETE AS DETERMINED FROM F16URE R90I2(3).THE GRADE OF MASONRY UNITS SHALL SE DETERMINED FROM ASTM G 94, 1--' 2. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL BUILDING GORE, THE G 55,G 62,G't3,G aro,G 124,G 145,G 216 OR G 652. „paEc HOLD DOWN s =^ 2 ? 2 3 3 3 3 3 3 $ 2 2 2 2 2 2 2 2 2 b.THE FROST LINE DEPT MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R405.10).THE JURISDICTION SHALL FILL IN THE FROST • roNnw 12 10 2 2 2 2 2 2 2 2 �� LINE DEPTH COLUMN WITH THE MINIMUM DEPT OF FOOTING BELOW FINISH GRADE. 10 2 2 2 3 3 3 3 3 3 12 2 2010 N.Y.S. ENERGY CONSERVATION CONSTRUCTION GORE AND ALL LOCAL GORES, RULES, 0.THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE TO INDICATE THE NEW FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN 16 B 2 2 3 3 3 3 3 3 3 12 14 2 2 2 2 2 2 2 2 3 �- REGULATIONS AND ZONING LAWS. A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMA6E. lU 2 2 ? 3 3 3 3 3 3 4 16 2 2 2 2 2 2 2 2 3 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASK WIND SPEED MAP[FIGURE R8012(4)A1 WIND V) m EXPOSURE CATEGORY SHALL BE DETERMINED ON A 51TE-5PEGIFIG BA615 IN ACCORDANCE WITH SECTION R3oL2.1.4. 24 8 3 3 3 4 5 5 5 S 5 5 18 2 2 2 2 2 2 2 2 3 3 I) e.THE OUTDOOIR DE516N DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNIS OF a'1-1/2 PERCENT VALUES FOR WINTER FROM io 3 3 3 4 5 5 5 5 5 b 20 2 2 2 2 2 2 2 3 3 3 � m 3. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH D15AGREE5 OR CONFLICTS APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT 1 Frescnpove limits are based an assumptions in Table 3.4 8 2 2 2 2 2 2 2 2 2 2 O LOCAL CLIMATES OR LOCAL YIE:ATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. W WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP t.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION 8501.22.1. }: /rte, ? L�+her.ceilingjas*are insta`led parallel to rafters,the sura of thetoenails in the loner and ceifing;aist sha`f equal orelcxed 10 2 2 z 2 z 2 z 2 2 3 /� g.THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD !:: M^" the tabulated number of rails required. 12 2 2 2 2 2 2 2 2 3 3 Q m WORK AND NOTIFY THE DE5IGNER/ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW TH15 INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATEWS) 3 To avoid splitting,no more than 2 toenaPs shall be irstal'ed in each Side of a r3fter or ceiling joist when fastened to a 2x4 16 14 2 2 2 2 2 2 2 3 3 3 f(1 In a' OF THE FLOOD INSURANCE 5TUDY AND(G)THE PANEL NWMBER5 AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFM5 OR OTHER U O - Q PROCEDURE, AND CONTINUE: WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. ';:•� - O-IE R4 1$ 2 2 i 2 h. IN AGGORDANGE WITH SECTIONS 8405.12,R405.43L,840559.1,R405b31,8905.73.1 AND 1Ra0583L,WHERE THERE HAS BEEN A x®rat N+here to plate-to-ridge o hei hts exceed 10',the sh3'.I h=adjusted as fol�.vs: ARI5IN6 THERE OF. LENGTH :.:;..K •-,,;,, I��t 4 pp g_ g Y r . 2 3 3 3 4 4 -�ffol Q/ u � r HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH y..<, , ,-,� � zD 2 2 2 2 3 3 3 4 5 OYE5A OTHERWISE,THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH ONOA %.... .^. B 2 2 2 2 2 2 2 3 3 3 I.THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(OF-DAY5)FROM FIGURE . ., 4't¢n rt�Izo) Wall Height 8' lo' 4. THESE DRAWIN65 AND SPECIFICATIONS HAVE BEEN PREPARED BY THE DE5IGNER/ARGHITECT AND 8403.3(2)OR FROM THE 100-YEAR(aa PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FRMZ1N5 INDEX-USA N ``LENGTH// N�'`' Top plate to Ridge 10 2 2 2 2 2 2 3 3 3 4 � (� r O � METHIOD(BASE 52 DEG.F).' Adjustment Factor 12 2 2 7 2 2 3 3 4 4 5 (vJ�,./1 TO THE BEST OF HI5 KNOWLEDGE AND BELIEF MEET THE REQUIREMENT5 OF THE N.Y.5. ENERGY J.THE JURISDICTION 5HALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC,DATA CENTER Height{ft) 24 14 2 2 2 2 3 3 4 4 4 5 • � Z __ < � DATA TABLE OAIR FREEZING INDEX-USA METHOD(BASE 5215F)A 30' 1.00 1.� 0- CONSERVATION CONSTRUCTION CODE. k.IN ACCORDANCE NTH SECTION R3012.I5,WHERE THERE 15 L.OGAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUIL.DING5 DUE is 2 2 3 3 3 4 4 5 6 V) O � u- ls' 1.1s l.zs TO TOP06RAPHHIG WIND SPEED4IP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'YDS.'OTHERWISE,THE 18 2 2 2 3 3 4 4 5 5 6 w JURISDICTION SHALL INDICATE TIO• IN TH15 PART OF THE TABLE. 20 1.41-1 LsO ..`` 5. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXI5TIN6 1. TN ACCORDANCE WITH FIGURE R5o12(4)A,WHERE THERE 15 LOCAL M15TORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE 20 2 2 3 3 4 n 5 5 6 7 V Z 4A 1 Presv pvve'imrts are based on assumptions in Table 35. r_ JIWRILL I INDICATE SHALL FILL IN THIS PART OF THE TABLE WITH'YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHE3RWISE THE JURISDICTION 2 Tabulated framing loads and correction requirements shall be permitted to be multipled by 0.92 for frming not located - O O AREAS AND CONDITIONS. EXISTING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION SHALL BE SHALL INDICATE TIO' IN THIS PART of THE TABLE. Table'Sri Mailing Schedule 1•••1 RESTORED TO THEIR ORIG'NAL CONDITION, AT NO ADDITIONAL C05T TO THE OWNER. M.IN ACCORDANCE WITH SECTION R3012L2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONEW.OTHERWISE,THE 2015 WFCM within 8 feet of comers. �(� 13 7J umber of Number of Q V/ JUR15VICTION SHALL INDICATE TIO• IN TH15 PART OF THE TABLE. (:� Joint Description Commotion Nails Box Nal: Nal Spacing 6. DO NOT SCALE DRAWINGS, WRITTEN DIMEN51ON5 SUPERSEDE SCALED DIMENSIONS. (N.T.5.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE 140(N FRAMING Table 3.6 Ridge Connection Requirements for Wind Exposure B ' o Rafter to To Plate Torn■,led (Dead Load A55'.TYtptlDflS: IFOOf A,�„ernt}Iy TSL=i0 psfl `� P ( i {see Toa a 3.ep,j (xe Tatr•e 3 dkl per rater %0 _1 � V 1) AMERICAN FOREST AND PAPER A550CIATION(AF 4 PA) 2015 EDITION Plate 1. DE5I6NER/ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF WOOD FRAME CONSTRUCT)ON MANUAL FOR ONE AND TWO FAMILY DWELLINGS. Ceiling Joist to parallel rllelR (toe-Faced, JSeeTab'e3.4Ai (see Ta;le3.91I eacpe�h N Celingleirtto Parallel Raker lFace-Fenced) {s ee T:b'e 39A} (:ee T:Ye 3.9rI each%cap 7130-yr,WlFd Speed � n � ^,'R CelingJoist tap:over Partitions(Face-nailed) {seeT:S'e3.9CY (seeT:s-e3941 aachlap 3-second gust(mph) 110 115 120 130 140 150 160 170 im 195 Ln 0 m 0 CONSTRUCTION. R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND ® Collar Tie to Rafter(Face-n„itedl (xee 72b,e 36Y [zee Table 3.0 prtie Raaf Span DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD Blocking to Rafter rroe-nailed) 2-Be Z-10d each erd Roof Pitch Required capacity of Ridge Connection r 1"" "'t WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Rim Board to Rafterr(End-nailed) 2-im 3-164 each e••d (01 P Y g- (P l} ,_ A ,41 S. DRAWING5 AND 5PEGIFIGATION5 A5 IN5TRUMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EQUIPMENT. WALL FRAVWG 12 77 9I 105 15E i69 205 243 254 32.7 397 l_�1v■/V\1 • • Endwai! To P!extoTc 16 103 121 141 let 226 274 325 3_79 436 529 OF THE DE5IGNER/ARGHITE OT WHETHER THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 40 Ib. low R3015 LIVE LOAD. THE MINIMUM UNIFORMLY DI5TRIBIUTED LIVE • • p teracr[Fecry,ce-mi 2-164 2-16d' pt- � a� LOAD SHALL BE AS PROVIDED IN TABLE 83015. • • Top Pla:e:et tMerxctiores(Facrneled) d-l6d 51E• is n -ex-sit 20 123 152 176 227 262 342 SJ5 473 545 651 �-"1 ■I-• DEAD LOAD IO 1b. • Stud toStad(Face-Faced) 2-16e 2-1E., 21'o.c 3'12 2a 154 182 211 272 339 410 A37 Sa8 651 793 • THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR 51TE5 OR EXTENSIONS AND EXPANSIONS TO Corner stud TABLE 8301.5 Header to Header(Fxe-Faced} 16d 15d 16'o.c.a 1mE ed_-e: ZB 120 c'i2 246 318 395 a?9 568 bi63 763 925 TH15 PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO TH15 TOTAL LOAD = 50 Ib. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Hoiddown • • connected to Top my Bottom Plate to Stud End-nailed) I;eeTabe35A ( (see 7aafe35Ai perrt•,d 32 205 213 2E1 363 452 537 619 758 873 1057 ARCHITECT. ROOF (IN POUNDS PER SQUARE FOOT) •ok transfer shear BotternPlate toFtoor irt,$and`oist,End ist 2-16c'' 2_ r: 36 231 273 316 404 545 616 730 852 9E2 1190 � 1 M lac pr foot GROUND SNOW LOAD 45 Ib. LIVE • • • or blocking(Face-paled) 12 65 77 63 113 139 160 199 231 266 321 ct a. WHERE J015T HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE "TECO" TYPE CONNECTORS DEAD Low 10 lb. usE LOAD nails Common • FLOOR FRAMING 16 67 102 118 ISO Ise 224 265 300 351 422 OR GUSSETS ARE GALLED FOR ON THESE DRAWINGS, ONLY FASTENERS RECOMMENDED BY THE WIND LOAD 10 lb. laffool nails at 6 o.e. 1°intastg,aistTop fTPlateo-,edIGirder,(Tae ailed) 2 4•ifa pe-;°:. 24 131 123 137 158 232 RSO 331 "3 443 536 UNINHABITABLE ATTICS WITHOUT STORAGE b 10 Bt;dgirwt°1®i-t(T°e-"a.!ea1 z-F,c 2-Lod eacne,d a:lz 2a 131 153 176- gee z7s s36 ss? 4163 532 t>,ts UNINHABITABLE ATTICS WITH LIMITED STORAGE bg 20 Blockin to foist oe-nailed 2-S2 2•SEISMIC � s R ) SOd expend 2s 153 179 206 2E3 325 392 dE4 5.10 620 750 (:� CATEGORY G (EXEMPT HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED 5TAIR5 30 d} 174 204 235 30i 372 44E 5j0 6:17 los 657 MANUFACTURER ARE TO BE USED. „ ■ Blocking aced] 3-16e" 4-SEd e.chblx. 32 BASED ON RE-51DENTIAL BALCONIES (EXTERIOR) AND DECKS a 40 Ied6Jer57iptobeam(Facrnaited) 3a6c a-16d eachjo::t GODS OF "NEW YORK STATE" FIRE ESCAPES 40 loistontedbertobeam(Toe-nailedl 3-Ed 3-10d pejo^ 36 195 230 263 336 428 501 595 6ga 797 964 10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. GUARDRAILS AND HANDRAILS d 200 h Bond Joist to Joit(End,nailed) 3-15e 4-16d perjo.- 12 31 6O 69 $8 109 132 156 182 209 253 SECTION 830122 (SEISMIC, GUARDRAILS INFILL COMPONENTS f 50 h Band Joist to Sill or Plate IToe-naled) 2-16d' 3-16j pe•foot i6 6fl W 92 lie 545 176 202 242 279 337 PROVISIONS) PASSENGER VEHICLE-5 GARAGES a 500 aeoFsr�TrlNc 20 83 100 115 147 182 220 250 303 348 421 11. TH15 DESIGNEWARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 SLEEPING WcedStrutturelPane6 6C 24e IsseTao't3,14; 5'12 24 502 119 13f iT7 219 264 3i2 357 428 Sitio Diagonal BoardSheetf,ing 26 119 139 let 2nE 255 3133 364 d1.! 4Ss 590 METHODS, TECHNIQUES, 5EQUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIR 'o c. 1"xs-arc-xe- 2-Ed 2-Lod per., 32 136 159 184 236 292 352 Ale 485 557 674 PERFORMANCE OF THEIR WORK AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF ANY WINDOW NOTES: 1'x16'orwider 3-Ed 3-Lod oer:uax-t 36 153 179 207 265 322 396 46S 515 627 753 , A. E1�1/AT�GARAGE FLOORS SHALL�CAPABLE OF r.:IIPPORTIMIG A 2,000-POUND LOAD APPLIED OVER A CEtue1G SHEATHING CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH THE OWNER. UNINHABITABLE AREA. 12 47 ss E3 o 99 119 111 161 133 227 � S. UNINHABITABLE ATTICS WITHOUT 5tORA6E ARE THOSE WHERE THE CLEAR HEIGHT` HETY'EEN JOISTS AND RAFTERS 15 NOT Gypsum 14e11t»aril Sia cooie. So coo ors i"eche/!0'f etc i6 63 74 65 108 133 159 101; aY2 250 3e2 MORE THAN 42 INGFES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRIUSSES WITH HIM CONFIGURATIONS )y AND IN ACCORDANCE WITH THESE PLANS AND 5PEGIFIGATION5. CAPABLE OF AGGOMMODATIN6 AN ASSUMED RECTANGLE 42 INC+ES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREAT WAitSHEATH`NG 20 ,9 9z 106 135 156 199 235 273 313 3-3- " Z I ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM WITHIN THE PLANE OF THE TRUSSES.THIS LIVE:LOAD N®NOT BE A55UHED TO ACT CONGJRREINILY WITH ANY OTHER LIVE „ „ wood Strocturel Panek era SOe (see Table 3 icy 6:12 24 95 111 127 152 199 239 233 327 376 453 L.OADREQUIREMENT5. ANDERSEN WINDOW CATALOG UNLESS OTHERWISE Structural Fiberboard Panels 29 111 129 I-" Ise 23_ 279 3'9 302 438 529 ILI � G. INDIVIDUAL STAIR TREADS SHALL BE VM16NM FOR THE UNIFORMLY DISTRIBUTED LME LOAD OR A 900-POUND 112• 116x.gale roeng r:' 3'et5e?6'fie'd . CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE 6REATE3R STRr�s. NOTED. SHALL BE 400 SERIES DOUBLE HUNG, Y, 32 127 14'3 169 215 265 319 376 435 SOI C{5 v ;0.]213-.1-1,- ,onF.7,•'16"neadi D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. "HIGH-PERFORMANCE" LOW-E4 SUN WINDOW" WITH 3b 143 165 196 242 z9S 353 d23 491 564 530 E. SEE SECTION R5o'1.I FOR DECKS ATTACHED TO EXTERIOR WALLS. 25/32' Itg_.-glia.room r - 3'ecge/6'f`ie'd 12 49 55 62 76 94 112 132 153 175 211 OONSTRUGT I ON NOTES F. GUARD INH-Fi"COMPONENTS(ALL TWOS:exce"THE HANDRL.IIJ,BAUJSTE Rs AND PANEL FiLLERs SHALL,BE DESi6NED To U-VALUE OF 0.25, AND SOLAR HEAT GAIN (D 1'_O-rI-3'L-lone x 3EL'head.1 V WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE:FOOT.TH15 LOAD - 16 65 73 62 102 125 119 176 207 233 281 NEW NOT BE ASSUMED To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REWfREhENr. COEFFICIENT (SHGG) TO BE LESS THAN .50 Gypsum wallboard Sol coolez Sd coolers T'ec'fre/10'£old 20 31 92 103 =1 156 137 220 254 231 351 1 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HE16W BETPEEN JOISTS AND RAFTERS 15 Hardboard Ed 6d (:ee Table 3.111 7:12-12:12 24 ss 110 123 153 1117 223 253 303 390 421 f Z I. ALL ELECTRICAL WORK 51'1ALL BE BOARD OF FIRE UNDERWRITER5 APPROVED. NOT GREATER THAN 42 INCHES,OR"ERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH NEB 0ONFIOURATION5 Particleboard Panel. re Rd I:"rranaf=urrr, � CAPABLE OF ACCOMMODATING AN A55OHM RECTANGLE 42 INGHE5 IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER 26 114 1Z9 S.f.•r. 176 2iS 261 307 356 AOS 493 it l l 2. WINDOW DESIGN PRESSURE RATING Diagonal BoardSheathi O N v WITHIN THE PLANE OF THE TRUSSES. � 32 130 147 161 204 250 Z99 351 4(0? 466 562 ' WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR 36 ld-7 I6s 153 229 261 336 395 45S 525 632 � � f1 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS 1'x6"or 1'x8' 2-Ed 2-IOd per s-sboort 1 1 2. ONGRETE FOOTINC75 ARE 70 REST ON FIRM VIRGIN SOIL. FOOTI NGS ARE DE516NED ASSUMING A BOTTOM CHIORD5 M3RE ALL OF THE FOLL.owING CONDITIONS ARE MET. 1'xIV or Wider 3-6d 3-cod oersu�°rt 1 Tab>atedcannetta l requiremer shall r>z I. THE ATTIC AREA 15 ACCESSIBLE FROM AN OPENING NOT LE'S5 THAN 20 INCHES IN WIDTH BY 90 INCHES IN LENGTH EXCEED DESIGN PRESSURE RATING OF 50 Ib/S.F. permitted to be mu'tipl ed b;4 70 for framing not located with=rn s feet or tui dine corners. MINIMUM OF (2) TON PER 50. FT. 501L BEARING CAPACITY, SUBJECT TO TESTS, INSPECTION AND THAT 15 LOCATED MERE THE CLEAR HEIGHT IN THE ATTIC 15 NOT LESS THAN 90 INCHES. ALL OTHER WINDOWS SHALL MEET OR EXCEED FLJ?ORSH£ATN1tJG pr - ll1 M Z Tabulated connection requirements are based an Iota?uplift minus the roof ast�r^b";dead land of 6{sf(0.6 x 30 ps`=b ps`j. 2.THE SLOPES OF THE J015T5 OR 781155 BOTTOM GHIORDr ARE NOT GREATER THAN 2 INGHE�i VERTICAL TO 12 UNITS Wood Structural Paneb � 0 O VERIFICATION. �ZOWAL' DESIGN PRESSURE RATING OF 25 Ib/S.F. 1"orlrs U Sod 6'eege/urf,e!e 3 Tabu'atedconnectionreQuirementsarebasedona12inchnd.-econnectionspacing,ford:Herentridge connection spac,n�.mul.ip!y . 9.REQ,ILIRED INSULATION DEPT 15 LES THAN THE JOIST OR TRU55 BOTTOM CHORD MEQ DEPTHr. greater than I' IOd Ise 6'edge/IZ'Ceid t±!e tabulated values by the appropriate multiplier below- THE O THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOVOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY Diagonal baxrd Sheathing DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LE55 THAN 10 POUNDS FER a WARE FOOT. 1"afi'or 1'x6' 2-Gd 2-10d oer s_7aort Ridge connection spacing(in.) 12 i6 19.2 24 48 N 3. CONCRETE 15 TO BE 3000 LBS. PER SQ. INCH COMPRE551VE 5TREN6TH AT 25 DAYS. ALL H. GLAZING USED IN HANDRAIL ASSEMBLIES AND 6UARDs SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY Multiplier 1.04 1.33 1.60 2.00 4-DO � W FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATE D LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE 1'x113'o+wilder 3-Gd 3-]Cd per sJ aaoR _ • WORK TO BE IN ACCORDANCE WITH A.G.I. STANDARDS. LOAD ON THE INFILL COMPONE WS.THESE LOADS SHALL BE DETERMINED 1N DEPENDENT OF ONE ANOTHER,AND LOADS 4 For Jack rafter up'ift connections,use a it span equal to twice the jack rafter length.The lack raft=_r length mcludss the overhang N ti:dirk Tec a•rcmenss a-e eased on wall Sine a?h:.^.e naifee 6•ruche:or-aortal at ttie pane edea.Atemaphre na�I�nE schedules:^a 1 lenp h and the jack S W ,L ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. pan SHEARWALL SEGMENT DETAIL be used where.ailsheat!:',g ra%lirg is reduced Fa-eva•np'e.a'F welt Shia Fang is naid3irN+es on.certer at tf+e pane:e.ee:a O � Q N.T.S. PER NPCM FIG. 15 4 SEG. 3.4.42 obtairVgl-ershea•capacitjes ttalirerecui-emerts%rstn.ctur Ime,rber:zkagbedouh"ed,ora'tenreco-ectx:shailbe f- ,ZJ X 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED AGGORDING TO THE A.1.5.0. CODE. used toma?npinthe losepav-_ GENERAL NOTES: Vnerwa"'stieath,irgiscon:iruo,os mer conrecedrnen^aes.thea5ul:ecru^ serofrails shar'bepermitted toberedLcedto Table 3.10 Roof Sheathing Attachment Requirements for Wind -■ nA�`6■rA v (j V z MIMIMUM SHEAR WALL SEGMENT 1-16d n: oer foo p os{i e _ 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. IN BENDING UNDER NORMAL LOADING, HEM-FIR 1. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE I I SIZE ASPECT RATIO: Ht/L < 3 I/2" Loads " � Q OF DOUGLAS FIR TO BE USED. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLIN65, 2015 EDITION. WALL HT(H) SEGMENT WIDTH(YV) Table 3.9A Rafter,/CeilingJ0ist Heel Joint Connection Requirements2 8'-I" NT (Prescriptive A'.Iternative to Tahle 3 9) 700-yr,Wind Speed3-secondgust(mph) 110 115 120 134 140 Iso 150 170 ISO 19s � _^ Q W_ 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE - q'-I" 2'-8" sTRVCTURa1sHEATIfifJG (il O APPLICABLE TRADES. " Roof trve Load Ground Snow load 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUIN PARALLEL TO SAME DOUBLE J015T AND RAFTERS 10-1 3-.O 20 psf 30 psf 50 psi 70 pe E F E F E F E F E F E F E f E F E F E F T_ O 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING Rafter/rruss AROUND ALL OPENINGS. MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE Roof Span(ft) t Framing PafterlTruss ,m�il(� .n 12 24 36 12 Z4 36 11 24 36 12 2d 36 sheathing Location Maximtrm Nail Spacing for ad common Nails or Sod Box Nails rincttes,o.c.)_ ••H: V PRECEDENCE OVER SCALING, NOTIFY ARGHITEGT OF CONFLICTS. soecefic spacing(m,) N v U5E "SIMPSON" Rafter taloa Gravity,G 1. ALL HEADERS ARE: TO BE (2) 2X85 UNLE55 OTHERWI5E INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM FG= 3,000 PSI STRENGTH AT 28 DAY TEST. Rafter Sic" Required Number ofl6d:Commonor40dBoxNailsperHeelJointCannection } Q = HDU2 HOLD DOWN Sa'p'sg('"'} lz 6 iz 6 12 b 12 6 12 6 12 6 1' 6 1. b 1'_ b 12 b 12 DOUBLE STUD POSTS, EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS UNDER ALL (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fc= 3,500 PSI w/ 557816 ANCHOR BOLT 12 3 s 8 3 E 9 5 9 13 6 i' I7 049 16 6 i2 6 12 b 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 f�1 7-1 5TREN&TH AT 28 DAY TEST.) 16 4 7 10 4 a 1'- 6 12 17 a 15 23 19.2 6 12 f 12 6 12 b 12 6 12 b 12 6 12 6 12 6 12 6 12 Iy ` , BEAMS. acts 19.2 4 S 12 5 10 14 7 14 21 9 la 27 Interior Zone 24 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Q 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E HAVING A MINIMUM BEARING CAPACITY 24 s Ica is 6 i2 la 9 17 ?6 1Z 73 34 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 i2 8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x3 WOOD GR055 BRIDGING AT M105PAN AND OF PLUM L.B. PER S.F. 9. 6 12 6 iz 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 it 3 4 b 3 5 7 4 7 la 5 9 L� 0'42 6. ALL PLUMBING SHALL BE IN AGGORDANGE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING 19,2 b 32 6 12 6 sz E 12 6 12 6 12 6 12 6 Sz 6 12 6 11 MAXIMUM SPACING OF S-(7 O.G. CODE. AND LOCAL CODES. 4:12 16 3 5 a 3 6 9 5 9 13 6 12 17 24 a 12 6 12 E 12 6 12 6 12 b 12 6 v e 12 e e 6 6 19.2 3 6 9 4 7 li 6 ii 16 7 14 21 12 6 12 E 1:. 6 12 6 12 6 12 6 12 6 L' 6 6 6 6 6 6 O '7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.5. AND CERTIFIED BY N.Y.5. BOARD OF FIRE 24 4 s 11 s 9 13 7 13 19 s 17 26 16 6 12 a 12 E 12 6 12 6 12 6 6 6 6 6 6 6 6 6 a CI. TIES; UNLE55 5HOWN OTHERWI5E, AUXILIARY RAFTER TIES SHALL BE 2x4'5 @ 16'' O.G. TIED BACK UNDER iRITER5• DAq O 1/2" CDX PLYWOOD SHEATHING ® i2 3 3 5 3 4 6 3 6 a 4 7 11 19.1 6 12 £ 12 6 6 £ E 6 6 6 6 6 6 5 6 6 6 4 4 TO A MINIMUM Of (3) GEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO 8. ALL LUMBER SHALL BE DOUGLA5/FIR No. 2 OR BETTER, MIN. Fb=8715 P.B.I. UNLESS OTHERWISE 16 3 4 6 3 S 7 4 7 11 5 9 14 Pesime[erEdge2ptle 24 6 12 E 12 6 6 5 E 6 6 6 a 6 6 a 4 4 4 4 4 () n 5:12 L a 12 6 22 6 12 5 12 6 6 5 616 6 6 6 6 a 5 a O EXTERIOR Y4/5d NAILS ® 6 OG. 19.2 3 5 7 3 6 9 s 9 13 6 it 17 NOTED. i6 6 12 E 12 6 l± E a b 6 6 6 6 6 6 6 d 4 4 4 EACH OTHER. 9. ALL STRUCTURAL HEADERS TO BE (2) 2"Xb" UNLESS OTHERWISE NOTED. EDGES $ 12" O.G. IN THE FIELD. z4 3 6 s 4 7 II 6 12 16 7 14 21 D4z 19.2 6 12 E E E 6 6 E 6 6 6 E d 4 4 4 d n 3 3 12 3 3 4 3 3 4 3 4 6 3 5 a 24 6 6 6 fi a 6 6 6 a a 4 a a 4 d a 3 3 3 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS,P05TS AND AROUND ALL OPENINGS. 1/2" GYP BD. INTERIOR W/ 5d 7.12 16 3 3 S 3 4 5 3 5 8 4 7 10 GableEndwa!I Rake or 0.49 - 6 6 6 6 6 6 6 6 s J 4 10. ALL WINDOW5 TO HAVE 57RUCTURAL SUPPORT MULLIONS UNLE55 OTHERWI5E NOTED. (SEE NOTES II. ALL HVAC, EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY COOLER NAILS ® -i" O.G. ® EDGE 4 a 19.2 3 4 s 3 4 6 3 6 9 4 9 12 Rake Truss with up to i' REVISION5 BELOW FOR TYPE AND MANUFACTURER). CONSERVATION CODE REQUIREMENTS. 10" O.G. IN THE FIELD. 24 3 5 7 3 5 8 4 a 11 5 10 is Rake Overhang 8.42 - 6 6 a 6 6 4 4 a 3 3 12. HABITABLE SPACE MUST MEET EGRE55 REQUIREMENTS PER INTERNATIONAL RESIDENTIAL 12 3 3 3 3 3 3 3 3 5 3 4 6 BUILDING GORE SECTION 8310.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH 'L -=J- 9:12 16 3 3 4 3 3 4 3 C 6 3 5 9 BOARD SHEATHING 11. ALL WOOD OR STEEL POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. 19 2 3 3 4 3 4 5 3 5 7 3 6 9 ' AND 24" MIN. HEIGHT,5.7 S.F. ON THE 2nd FLOOR, AND HAVE A 51LL HEIGHT NOT MORE THAN 24 3 4 5 3 4 6 3 6 9 4 E 1'' sheathingslse ��C�1 MlnimumNumber al6d[ammotttJai'sPer strppaK , i 44 INCHES ABOVE FINISHED FLOOR. 12. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. 12 3 3 3 3 3 3 3 3 4 3 3 5 1x6or]16sheMhiir iz-19.2 Z 2 Z 2 Z 2 2 a a 2 12.12 16 3 3 3 3 3 3 3 3 5 3 4 6 ix70or IarJ;er sheathmE 12-19.2 3 3 3 3 3 3 3 3 3 SPACED AT 1211 O.G. MIN1MiUM. 14. USE SAFETY GLA55 ON ALL WINDOWS IN TUB OR 5HOWER ENCLOSURES WITH SILL HEIGHT LESS i 19.2 3 3 3 3 3 4 3 4 6 3 5 7 THAN 60" ABOVE FIN15H FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 24 3 3 4 3 3 5 3 5 7 3 6 9 E - Nail spacing atpw*ledgesfin) SECTION R-308 4 R-308.45. i Hee'Joint cornea=ons are not required when the nd;e is supported by a loadbearing wall,header or ridge beam designed to F - Nail sr adng at intermediate suppvts in the panel fold(in.) 13. ALL WINDOW5 AND 6LA55 DOORS TO HAVE INSULATED 6LA55 Of MAX. .55 U. VALUE. 15. GLAZING SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION R-308. resist the aopfiedloads.2 WIllart intermediate support of the rafter is F rosided by ve rtical starts or purr n-to a loadbearinp wall,the tabulated heel joint ! for ea roof ch albino within a feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak„the 4 fret permeter edge " :ane attachment requirements shat]be used cor.nection requirements shall be permitted to be reduced proponion-Ally to the reduction in span, 2 For wind Speeds _ greater than 134 mph,blocking is reau:red which transfers shear load w two adEtianal joi3�;3 join`s total). 14. HEATING 5Y5TEM SHALL 5E CAPABLE OF MAINTAINING A 10 DEG. F INTERIOR TEMPERATURE DECK DETAILS MOTE USE TRIPLE ZING CONNECTORS) USE 'SIMPSON" 4 f u�adhe connections oint s are rer n�q for ementsd Feta u�th ala or'st lap clw�gHto`thecei'iataa amt;y. WHEN O DEG. F OUTSIDE I^UTH A 15 M.P.H. WIND. HDU2 HOLD DOWN 000 5 Tabu'atsd heel cent cmrenien ra uiremen`s assume cei'ing oiYU or rafter tle-r-are?coated at the bottom of the attics g g E!C Exposure s u re �; R L W/ 5/8" TREADED ROD J q j pace. Table S.ii Walt Sheathing and Cladding Attachment �D A �p,��Et` when ce�ng joists orrafter ties are coated higher in the atticspace,no attic storage is assumed,and the"L,u;ated heel joint Requirements for Wind Loads �� / 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. RAILING connec conrequ,rem-itsshallbeincreasedbgthefollcvingfactors: P A ° TVP. CONNECTION FOR TWO CeiingHeight/Top yr, p gust(mpft) 110 115 .720 130 140 150 160 170 Igo 195 CO 16. A 51NGLE STATION SMOKE: DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE GEILING ° Plate-to-Roof Ridge Adjustment store tFactors 7013- N'irQS Speed 0 o r.", M STORY APPLICATIONS Height(HJH„} Adjustmert factors W 0 t,"' �� STRVCTIJRA.L SHEATHING 'i Y r '> ADJACENT TO THE 5LEEPIN6 SPACES IN ACCORDANCE WITH THE N.Y.5. CODE 111.5 •O' ' ° POST �_T T-. 1/2 2.W cc t y$ r ,,, r E F E F E F f F E F f F E F E F E F E F \ r I^� 0 113 1.50 Sheath' Location' Stud spaEing Maximum Na 15 far ed Common Nails or lod Box Nair � n ROOF SHEATHING NOTE: � 114 1.33 ^g Spacing _fnceles,o.t. '' 11. ANY FIREPLACES TO HAVE FRESH AIR INTAKE AND TEMPERED GLA55 DOORS PER N.Y.5. CODE. 2•MTN04U .. 1/5 L25 inches �'� �s2e610 S DEcoVE , .,:. Simpson 5tron -Tle 12 b v 6 12 6 12 6 1z 6 12 6 12 6 12 a 12 a 12 6 12 p 9 (GAN USE IOd BOX NAILS A5 IMITERIOIR ZONE-Ib•ON-CENTER RARER/TRU55 SPAc1N6 1 6 1.20 �T� f�� � ,•.,r• � DRTB ALTERNATIVE) / Interwrzor� , i6 6 12 6 12 6 12 6 12 6 12 fi 12 6 12 6 1_' S 2_ 6 12 O F TOWN-CITY OR VILLAGE ZONING LAWSi 1/10 1.11 za E 12 E I1 E 12 5 12 6 LT E 12 5 12 6 6 5 6 6 5 NAIL SPACING-PANEL E3h5E-8d COMMON a b•ON-CENTER �'1 ag`r Simpson Strong-Tle NAIL SPACING-INIERM WMIATE SUPPORT-8d COMMOM a 12"ON�ENTER Note:Latera!def--t,m of the rafter he!aw the rafter ties may exceed 3%3 lydi when rafterties are located above one-third of 12 6 12 6 12 6 12 6 12 6 12 E 12 b 12 6 22 E 12 6 12 Simpson Stron -Tie PG the top p`ate-totoof ridge height,Ha,or when Hf,is gretter than 2 fee'and may reau!re addition=I crnsi dera-ien perj[TIp[pr Ed a ZOIiD 7 l PRAM v x►r• B I : .J• r LR M I8. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION AGGORDING TO pABu44 9 PERIMETER EDGE zoHlE-16•ON--e-ENTER.R'°`FrEw TTzusS sP'4c1'NG € 16 6 i< 6 1a 6 iz 6 u 6 iz 6 L 6 1z 6 zz 6 i_ 6 6 THESE PLANS 15 THE 50L�: RESPONSIBILITY OF THE OWNER. NAIL SPACING-PANEL EDGE-Sar COMMON o 6•oN-GENTER 24 E 12 6 12 6 12 612 6 12 6 17 6 s: 6 6 6 6 6 6 c��E: �c ��D 5lmpson Strong-Tie NAiJ_SPACING-INTERMEDMIATE SUPPORT-8d COMMOM a b"ON-CENTER BOARD SHEATHP&G or LAP SIDING OBTI TH15 PROJECT COMPLIE5 WITH THE 2015 Sheathing size Rafteri(Trns5pacing CHH BY: 11. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, A WALL SHEATHING NOTE: INTERNATIONAL BUILDING CODE, THE fnchs,o.c.) M-nimurnNumberofBdCommonNailsorlDdboxNaiilsPerSupport �} �r REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE A5 REQUIRED TO MAINTAIN (GAN USE I0d BOX NAILS AS INfERIOIR ZONE-16"ON-CENTER STUD SPACING 2015 INTERNATIONAL MECHANICAL Sx5orlxasheathing 12-24 2 2 2 2 2 2 2 2 2 2 DATE: 0 1/0 1/IS ��TlIxIA or larger sheathing 12-24 3 3 3 3 3 3 3 3 3 3 NLMBM STRUCTURAL INTEGRITY OF WALL5, FLOORS, GEILING5, ROOFS, ETC. c o JOIST NAIL SPAGIN6-IINrERMEDMIA SU ad 0°0"40012"ON-1-ENTER. GODS, CHAFTER5 12 THROUGH 24, THE /� E - Nal m3ang at aanel edges Cin.) °0 4•EDGE ZONE__ J - 16"ON-CE LITE R STUD SPACING 2015 INTERNATIONAL PLUMBING, F - Nal sT;acrn at intermedi3t=supports xt the parte!field Nin.) 20. COMBUSTION AIR SUPPLY FOR FIREPLACE: C t: N NAIL 5PACING-PANEL EDGE-8d COMMON a 6'ON-CENTER CHAPTERS 25 THROUGH 52 THE 2015 .- TECO JOIST HANGER NAIL SPACING-INTERMEDMIATE SUPPORT-8d COMMOM a b•ON-CENTER i For wail sheathing with?n 4 feet D!G"w ccrners,the 4 foot edge.orE attachtnetit requiremerrts shag be etsed PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUTSIDE AIR, CONSTRUCTED OF LEDGER INTERNATIONAL ELECTRICAL, CHAPTERS 2 Tab"'led"-ilsp;cingassum�-Sheathing attacl�dtostud frarttnEmembers tiv!rh0.42sG<049 . A -- NONCOMBUSTI BLE MATERIAL INSTALLED TO PREVENT BACK FLOW OF FIRE AND SECURE TO STRUCTURE W/ 1/2% LAG BOLT5 ® 16" O.C. 55 THROUGH 42. 3 Far e.te,or panel siding,galvan.ed box Fels shag be permitted to be suit luted for common na hs. .2� " I PRODUCTS OF COMBUSTION THROUGH INTAKE. JOB #: DDG-I5-0001 B � 3 ,ATT I G 21-6" 21 I-O" �'-O" 24'-O" Ct 00 of 2MMME22MM A � HOLD DOM LOCATIONS � r—� VINYL SIDING TO MATCH _______ 5 AS PER VC-CM 2015 EDITION TYVEK OR EQUAL BEAM SECTION 3.4 EXTERIOR SHEAR 1/2" PLYWOOD SHEATHING (� m - POCKET BEAM Yet(-L TYPE 11 (7YP) 2"x4" WD. 5TUD5 o I6" O.G. In POCKET In -----------------------_x ------ -- i 1 L-------------------- --------- ---,_---- 1 BEDROOM 2"x8" LEDGER #2 O r-- --------- „ -- -------------�2' 1O„ --------------- 24' 10„ - --------- ----1 1 ROOF 5TRUGTURE 21 -O 1 5# BUILDING FELT OVERAM I FINS LES l J O 1 BE _ _ p 5" P. GONG. FD14. 1 I 1/2" GPX PLYWOOD SHEATHING i i 5/4" T.$G. 5U5 FLOOR I �0 I ON I6" X 8" DEEP 1 I 2"X 8" R.R. ib" O.G. I (� v TJI-360 x II-7/5" F.J. @ 16" O.G. N P. GONG. FTG. i �:: i I 12'-211 m 121-211 m 121_211 ry 121_211 }- .� NEW 6" FASCIA . Z < I I I O � tL 0 (2)2"X12" AGQ WD. GIRDER tu _I _t = u 11 2"X6" G.J. ® 16" O.G. SEE (2)2 x 10 F.J. L_ J L—I—J i : i "AZEK" BEAD BOARD SOFFIT to DETAIL #1 z dl I_ I I 4"X4" AGQ WD. POST 1 I ( GONG. BLOCK PIERS - - _ - - _ - - _ _ _ _ - - - - - I DINING m ON 16"x20" P. G. FTG (2)2" X 10" F.J. I (2)2" x 10" F.J. �� Q I 1 5" P. GONG. FDN. DCI DCI DC I I 2 XS ACG WD. LEDGER ROOM a in c ON 16" X 8" DEEP _ D p La = I '= I = W/ 5/8 DIA. LAG BOLTS \0 O _ � _ _ f(1 I I 1" 5TAGGERED 24 O.G. " R-15 � J � 1 P. GONG. FTG. ry GRAWL ry Q ry _t 1 1 _t IN5UL. C' <in ) ^N t t 5/4" DEGKING ON 3/4" T.$G. SUB FLOOR In I - x SPADE - x - x I I O ry O ry 1 1 2x8 AGO D.J. © 16 O.G. 2 P. GONG. SLAB • 2"x1o" F.J. ® 16" O.C. ^ II it II I 11 11 II \J I 11 11 II 1 I __V / 2 x 10 F.J. 0 I6 O.G. 2 x 10 F.J. @ 16 O.G. I 2 x 1O F.J. 0 I6 O.G. / / " x 10" F.J. 0 16" O.G. I I I 1 (5)2"XIO" AGQ M. GIRDER t / / (JOIST HANGER R-30 • �--+ 4"X4" AGQ WD. POST � r——� 1 I �o EA. JOIST INSUL. c.� 2"X6" ACO SILL PLATE T „ I `: I GRAPE I ( W/ 5/5" DIA ANCHOR 50LT5 ct 8 P. GONG. FDN. I ':: I I I P1B44 PO " " S BASEI ® 48 O.G. ON I6 X 8 DEEP I •� I T lT d I I I dJ I 11 11 ( 11 11 = P. GONG. FTG. I I I l I (2)2 x 10 F.J. (2)2 x 10 F.J. 'v 1 I 12" DIA. L J ^ BEAM I I ry I P. GONG. PIER 2 _I fly p p 1� x `. .' 8" P. GONG. SLAB -- POCKET , „ BEAM , „ I I V FOUNDATION WALL d O O O 4 - ry POCKET 121-2 ry ry7I I SEE ON 16"x8" DEEP __I I P. GONG. FTG. O N O n 1 --- -- ------------- -- I DETAIL #2 III -- ------- j m m I .--------- -. p --------- 1 a► " " I 2" x 10" F.J. ® I6" O.G. I I 2"x8" AQG D.J. I - J E G T I O N I I D 11 I I�I 2x8 AGO D.J. i e.. b i�i I I I FYI o ® I6" O.G. 01 j j _I_, r_I_ j (� o@ I6" O.G. tv IJI I SCALE: I/4"= I'-0" z I I I ch1 11 = 3+- L = 1 I Im I I I O L1 r A O 3 v C - IBEAM I �p x I �O tU I POCKET 1 : 11 2"x8" AGO D.J. = 5 O 2'X8" AGO D.J. II I c^v BEAM I = ~ t M Q, � �j1 @ Ib" O.G. O x I v" I I -/1-6" \ ! POCKET 121-211 ry -�'-a 11 I 1 I O ® I6" O.G. I x I -.F— I -t L -1 —1 II < f m I (3)2"x8" AGtG_D.J. I L- ----- -- -------------- - --------- -� (3)2"x8" AGO D777 .J. r � i— Lu _ _ _77777777 -Lu _ _ _ _ _ _ _ V Q I O -i -i -� },� Lu 2"X8" AC0 WD. LEDGER Ok p }=? La �j V v W/ 5/5" DIA. LAG BOLT5 v V v v v = N I l p Q O Q Q Q I Q (y EXT'G 2"X 8" WD. RIDGE � �, � � I �x 'v � v Ulm z iL ry x _ _ m n (5)2x10" n cv N Z (3)2x10" AGQ GDR. (5)2x10" AGQ GDR. AGQ GDR_ (3)2x10" AGQ GDR. (3)2x10" ACO GDR. 12 !L Q —1— ------------- =------------ --------- ------------- ------------ d 5 ROOF STRUCTURE ASPHALT ROOFING SHINGLES T- 1!� NEW 10 D 15# BUILDING FELT OVER mop 1L I/2" GDX PLYWOOD 5HEATHING 40 11 11 ASPHALT SHINGLES ry 1--------- 4x4 AGQ P05T ON 11 2"X 12" R.R. ® 16" O.G. } � 12" DIA. P. G. FOOTING 2x10 G.J. ® I6 O.G. 42 -8 � R-58 HURRICANE CLIPS Q R-50 INSUL. R.-50 o EA. RAFTER 0 INSUL. O B -- - -- NEW - - -- -- -- -- -- -- -- -- -- 6" FASCIA O FOUNEDAT I Oil FLAN 3 55'X O o INSUL. - NEW 3' HIGH O CLAPBOARD 51 D I N6 SCALE: I/4" = i'-O" ,� ��� , REVISIONS RAILING � 3/4" T. � G. 3' HIGH RAILING SUB FLOOR 2ND FLR. NEW TJI-5bOxll--7/8" F.J. ® 16" O.G. ASPHALT 5H I NGLE5 (5)2"x 10" AGQ 6" FASCIA -J 15 # PELT PAPER G I RDER 5/4" AGQ DECKING „ R-38 J /x 15 II II 11 2X12 ACO 1/2" GDX PL.YWD. 5HEATHING 2"X5" AGQ D.J. @ 16 O.G. INSUL. ' �lD. GIRDER 2"x6" R.R. cep 16" O.G. i - PROPOSED F.F. .GQ WD. POST ROOM// D A R GREAT O 15# FELT PAPER ,� S C. SIM'PSON R-15 INSUL. ; ; _� , ' ROOM � I/2" PLYWD. SHEATHING `'' STRAP TIES RVHI&HAIL NG -J 2"x4" STUDS @)I6 O.G. HURRICANE CLIPS , II I I I ' 5/4" T. � II II 2x8 F.J. _� ,� / �. �, r 2 XII LEDGER 11 51MP50N ® EA. RAFTER Ij J ,�' SUB FLOOR R-15 INSUL. Q IST FLR. ° ® I O.G. �• 11 II �' --— T 2"XF�'I G.J. PC44 POST GAP 4X4 AGQ __ POST F O F NE C� Ie,11 O.G. ( 2x12 GDR (5)2xI2 GDR (5)2xI2 GDR (5)2x12 GDR i GRADE DRAWN BY: J. TURNER f�-38 2"x l0" F.J. 0 16" O.G. "AZEK" BEAD ` ' 5I MP50N CRAWL SCALE: A5 NOTED BOARD SOFFIT (2) 2x4 = P544 POST BASE INSUL. TOP PLATE O z .GQ WD. POST SPACE j i GRADE CHK'D BY: 51 MPSON m 1 I DATE: 07/07/18 'JOIST HANGER L __; 5HEET NLHBER DETAIL 11 ( 11 P. G"FIERR DIA P. DIA. GONG„ BLOCK PIERS P. GONG. PIER ON 20"x24"x12" SCALE: 1/21I= 1 '-0 ii DETAIL. 11211 P. GONG. FOOTINGS SCALE: 1/2"=I'-O" JOB #: DDGIS-000'7 (2)2"X10" W/ 1/2" PLYWD SPACER TYP. OR AS PER PLANS MTS24C RAFTER TIE BY SIMPSON OR EQ. B TYP. AT WIN. HDR. 3 ct R.R. AT 16" O.C. AS PER PLANS 2'-611 21'-O" �'-011 241_011 DBL. TOP PLATE AT 00 40 4f 01 of SECOND FLOOR OR 81-p" ,400# - 11 1-O" i-O" ,-8,1Q -O 4 4AT SINGLE STORY40 4 A m 5 5 O � - –a--- '- - FWH o68 FWH 068 FWHSo68 m ILE 1 1/4"X24" 20 GAGE I " " DIRECT 4 -O -2 , I� -O HEADER STRAPS TYP �y WATER, 00 N O AT 2ND FLR. EXT. = 1 DIRECT VENT HTR O X O - WALLS PWD FURNANGE WINDOW } (o 6A5 F I REFLAGE O • rl z ' -OPENING O N ROOM - I v -- _ -- - -- _ (y (� 3; tL p� 2"X4" WALL FRAME I O O WALK - -I' WALK BST _� I�— O z AT 16 O.C. • - _ _ - 0 - - -N -IN- = O - W is � — O — — i CLOSET GLOSEI� 1 1/4"X24" 20 GAGE (n o o HD i b IL tc 5,-0" �j'-�j„ � � i � w� 1 1[1 JACK STUD STRAPS TYP. I _ CGREAT _ - O } q) O N – W v AT 2 SIDES OF OPENING — fuN ROOM , } m Z 131_411 —Qo, r 1' HIGH CEILING r c0 16 -4" (2)2"x10" O V m � � � IL�j � I x x 26 � 26 IK- K < t- �- —— AN.In I TGH m n RIM JOIST - \0 I V m m m �p�� Y L— - 1 1/4-X24- 20 GAGE _ '� gO QP is N I ~ 4 z HEADER STRAPS TYP. 0 Cr` ,y� ® _� –I _ MASTER AT EACH STUD cV BREAKFAST w `–� BEDROOM O NOOK —' q' HIGH �—I - —cj W cl HIGH CEILING ! 6 ` 2 x CEILING _ O O } ty x (2)2"x10" HDR. -2 / t-5°FKT—+ O O O } WALL STRAPPING DETAIL _ is �t m w m K K 4 K m r, z OL05ET (2)15/4 x 1 11/5 HDR. N.T.S. _i - 5° 2 5° I- 1 n n , n — - - — - _ 8 0 8 5 0 5 -O O 10 O 4 16 4 - N o�100 o��, -- - -- -- - -- m — - (2)I 5/4"xII--U5" HDR. (FLU5H) z ----- ° -FWH3068 � T 3052 z �•� ;- TWT5010- i �? - —TNT-5010- -; T T501O L rX �.BC�1lF— � (� _ -; —ABOVE X ABOVE O _ cv O X11 LIVING DINING ROOM ROOM o �I x q' HIGH `3 x 'Z ctHIGH I FOYER O CEILING A - v Lu * O5 — CEILING m II C 5 _ --O O � m !L ,-1 OPEN TO �— - m 'I ABOVE � � m0 fl �- W f �. Jll 1 e- -m _ V z 26 - - -- -- -- - - --- -- — N -TA305-2 TW 052 TW 052 TW 052= () 1 J LVL! TW 3010 TW 3010 TW 5010 TN 301.0 �- F- q) ROOFS OVER -A VE AB VE - _ N z -� WRAP ROUND A < 0L X2)2"X12"-HDR. 2)2"X12"-HDR.- —,:2):2"x 12"-HDR. tu } O Ix � O O B REVISIONS 4R 4' VTR. 3 I IST FLOOR PLAN i ,2" J." ,/2" ; 1,543 S.F. L I V I NG -AREA (PROPOSED) . . i LAV. i 450 S.F. F T PORCH (PROPOSED) wc EXT°c SCALE: 1/4" = 1'-O" I TUB I I I I I 2nd FLOOR 1 1 1/2" I \-A,ED AR ` . oorb C-) SPS C I ( '` 2 1 � 4" VTR. C7 0 c 0 I BUILDINGS 1 I lig=Lr,S�q 1 I 1 1/2" i 2"\ 1 I I _2" V 1 1/2" I 1 1 2" K2" 4F NE � LAV. I W.C. 1 I I W.C. I LAV. EXT'G TF WASHER I SINW TUB I DRAWN BY: J. TURNER SCALE: AS NOTED 4" FGHKb BY: AI 1ST FLOOR DATE: 01/01/15 / SHEET NLHBM TO APPROVED 4" 4" SANITARY SYSTEM 6" H. TRAP PLUMBING RISER (SANITARY WASTE) Z_ JOB #: DDG-I8-0001 B 3 A-j 4'-0" 28,_8„ 16,_8, CCt .0 Of 40A16 10 6 O B tt 3 � in m TN3046-2 TK046-2 Q r 1 m i I m u t I J.� � O d I KV-i X O WJ r I o r T0 V KNEE WALL V)= � u' O — n BEDROOM o BATH Q) u Z m 6KNE L #3lu�p N ^ _t Z 0 8 Q ZD HIGH Q S) 4'-8" ® I .€ .'INC ® 4" I 5' O" 4„ 11'-4" / 41 N 16'-4" ® Q m 'Of 1m d00 in - ---- -- -- - - ---- -- - - -- - - -- -- - - -- - O v O I d; x v STORAGE N K < N o N o ROOM o b-in v b d) - 2 b x �- 4° E31 FOLD j a' HIGH CEILING ® o bJ0 - - -- --- - -- `. a� GAME r - - - - ----- -- VE5K AREA cp ' CLOSET N CLOSET �' N V HIGH x o 12" HIGH - k � - it � _ " x ® b' KNEE LL - -----_ -I' RAILING N � CEILING 8 o = o -icit _i Z v V KNEE WALL = I ® 26 I or n (� I � O Ir"-1 x n n 2 x10 - '° BEDROOM RIDGE BEAM _ #2 `? o o I NEN 2"x6" G.J. � � 8' HIGH ® CEILING -Ict - - - - - ---- ---- -- -- ® I " O.G. I � OPEN v - B - z Q m % n cV TO O -- -- ROOF STRUCTURE I x �; BE w x O -- -- ASPHALT ROOFING SHINGLES - v 12 I5# BUILDING FELT OVER - - -� r- -- �- - - - �b - - z (2)2 12 (2)2 12 (2)Z<12 10 12 1/2" CIDX PL`I'NOOD SHEATHING 3 - - - - - - O J -A 10 2 X 10 R.R. ® 16 O.G. C 2"x6 GJ. LOSE 2"xb G.J. LOS 2"x6 G.J. L. IU 2 tL ® I6 O.G. 0I6 O.G. ® 16 O.G. O O ORA -- - - - - -- - - - - -- - - - - - - 2"xb R.R. 2"xb R.R. lu 2ll R.R. ROOM = KNEE NALL m ® 16 o.G. ® 16 o.G. ® Ib 0.0. d 41-211 4'-6" 4' 2" 4'_ 4' 2" O L j �Z z 2"x4" STUDS Com? I6" O.G. z , HURRICANE CLIPS TW 036 TW 036 TW 836 O- EA. RAFTER %bQ N O O NEN�EF WZNZNm Iiiiio m FASO I A IL 21 _511 21 _511 21_511 21 _511 21_51 1 2'-5" IU op 7-1 TJ I-56Ox I I--T/8" F J R-38 EXTERIOR HALL } N O.G. NSUL. CLAP BOARD VINYL SIDING 2 -rt 4 -10 4 -6 4 -1011 4 -611 4 -1011 2 -111 p � I6" le le 41 "TYVEK" OR EQUAL BUILDING NRAP4'-0" 28'_8" 5/8" CDX SHEATHNG 41O 2x4" ND. STUDS @ 16" O.G. O _i I/2" GYP. BD FINISH B o MASTER � R-15 INSUL. E3ATH REVISIONS R-38 5/4" T. G. HURRICANE 2ND FLOOR PLAN a14 S.E. LIVING AREA (PROPOSED) INSUL. SUB FLOOR STRAPPING ® E.A. STUD - - - - SCALE: 1/4" = 1'-0" (5)2x 12 GDR (5)2x 12 GDR (5)2x 12 GDR GRADE 2"x10" F.J. ® 16" O.G. GRADE �p ARC,y GRAY `L SFA(f E ii ii �G It A G, C) a" P. GONG. 2 X6 A00 SILL PLATE N/ FOUNDATION WALLCc 5/8" DIA. ANCHOR BOLTS ON I6 x8 DEEP P. GONG. FTG. -° ° �� �� • � 5� O.G. (8 MIN. DEPTH) �. >3286� O ATF OF NE�� 8"xi6" 2" P.G. GONG. BLOCK PIERS SLAB DRAM BY: J. TURNER ON 20"x24"x 12" 50ALE: AS NOTED P. GONG. FOOTINGS GHKT) EM DATE: 07/07/18 I I I I SSER T NUMB SEAT I ON A _ SCALE: 5/0 " = I '-011 - JOB #: DDG-I5-0007 NEW ASPHALT 5HIN6LE5 A-j 1:2 10 NEW NEW 5 ASPHALT 5HIN&LE5 NEW 6' TRIM NEN ASPHALT 5HIN&LE5 m A5FHALT SHINGLES -12- 12 12 < 10 10 NEYSI I IL -A5r ju -IFIH LLL Tl L11ILL11 6" r -,IA NEW NVz, JU L =L mo —4 in 2ND FLR. 2ND FLR. —--—-- —--—--—--—-- In NEN- El== E ED= I NN EIE= NEW 6" FA501 A imi 6"EFA501A 6" FA501AO ;9 I FM FIF71 I — — — - I, T 1�TIF NEW EL its HARPI-PLANK ct CLAPBOARD SIDING 5' HIGH------- 11 ULIT -JLIL-JLI 3' HIGH RAILING AILIN& IST FLR. I ST FLR. ------------ F GRADE NEN GRADE HARDI-PLANK CLAPBOARD 5112IN& I I I I I I I I I I I I I I I I I z ---------------------r-L----TJ ------J L------J J I I I -------- ------------I—L------- I —L----------- r —L—J--------------- -------------------------L ------ --------LJ L --- -1—L-------- ------------—i—L-------J—L------------J-1--L----------L —J--------------- 12" DIA. 12" VIA. F. GONG. PIER F. GONG. PIER LEFT 51 DE ELEVATION FRONT ELEVATION SCALE: 1/4"=I'-O" SCALE: 1/4"=I'-O" O N 0 3: Lu zNEW ASPHALT 5HINC7LE5 Lu NEN 61, TRIM uj IL A lu 12 12 NEW 10 , ASPHALT SHINGLES NEyq NEW — 61, TRIM ASPHALT 5HIN&LE5 ASPHALT 5HIN6LE5 lu C, ------------ 11110 l000, 12 NVq 6E FA5r-.IA— 12/ 10 10- - NEW —&LF-A5VA— HARDI-FLANK --- NEW JJJ- [IFFIll CLAPBOARD SIDING e?" TRIM REV15IONS 2NDFLR. 2ND FLR. —--—--—--—-- NEN 6" FA501A NEIN NEW 6" FAE701A 6" FA501A NEY4 HARD I-PLANK tLIE 11ARC, L CLAPBOARD 51VIN& APs C. VH16H JULL 5' HIGH LIE LIE HL I RAILRAILINGe-,I RAILING LIE IST FLR. IST FLR. )F NEIN GRADE NEIN NEW i i I DRAWN BY: J. TURNER HARD I-PLANK HARD I-PLANK 50ALE: A5 NOTED CLAPBOARD SIDING II L———————L-1------ri--------------- CLAPBOARD 51PINC7 ------ --------------------------------------—T ------- --------------------------------- OHKV BY: LJ L-L-------L-i------i-------------------------------------- ___j L-----------------------------------------L--------J----------------------------------L---1--- DATE: 01/01/18 12" VIA. %EET NUMBER F. GONG. PIER RI&HT 51DE ELEVATION REAR ELEVATION SCALE: 1/4"=I'-O" SCALE: 1/4"=l'-o-- 1 JOB #: Pm-lb-0001 I LEGEND 4J ELECTRICAL SYMBOLS c� DEDICATED OUTLET 20 AMP. I r-1 ==z3(l, I Q D ' [,7DIRECT VENT DUPLEX OUTLET M c I GA5 F I REPLACE -- _ - - DEDICATED 220 OUTLET O BAT m j i G - G WALK WALK O O ---- ---- - - -IN- \, m � 0 CLI OSET OL05ET OUTLET GREATGFI OUTLET a� G Cv b�0 0 ri ' GFI G ROOM c - � - - - - _ � r -- � X O ■ G G I q' HIGH CEILING _ • '� Z 11.. �{ I QUAD OUTLET 7- I C!� O w O ■ V z @1 I I i 4� ITCHEN W z dJ TELEPHONE /FAX JACK G G G FLOOR MOUNTED — ® TELEPHONE /FAX JACK G G I % SD MASTER O COMPUTER JACK _ BREAKFAST j O BEDROOM I r NOOK 1 a' HIGH I ,�� V m FLOOR MOUNTED Q HIGH CEILING CEILING COMPUTER JACK -- -- -- _- _ --_ CLOSET ' Z TELEVISION JACK 1- d � l G G T 5WITGH ,� - i� ctw 3 5 WAY 516IITCH O txl GFI PROTI=CTED 5WITGH c i t LTJ c f �Fi i ---- LIVING , CEILING MOUNTED LIGHIT 1;. ;' DINING I� ROOM ROOM �I q' HIGH ; I — I GE I NG II W GEILINGI, i c REGE55ED LED LIGHT I FOYER ".-------_,, � OPEN TO \ _--_. 1 ?- LL 11n ABOVE ``� z G � I -- G it w z b WALL SGC�NGE _ _ ., 3ii ; 3 _( - -- v I I CEILING FAN ROOFED OVER - --- N v - - -- - --- - - - ---- - - -- - - - - -- - - --- c - _�` _ �= = - WRAP AFZ70U � —1 -- - - - - - _ �- UJ PORCH ttl v ELECTRICAL CONTRACTOR TO VERIFY I ® I _ Lu SPEC I F I CATI ONS AND INSTALLATION T I OWNER PRIOR TO INSTALLATION. I I — ' 5' KNEE WALL ~ , V lel i � BEDROOM BATH i LI— b' KNEE NALL � #3 8' HIGH I I 1L Q Q IINC O I I Z I GE I L — c� - - --- - - - --- IST FLOOR ELEOT ICA FLAN --- --- - - --------- , - STORAGE cV W ROOM > nO OSD I V HIGH CEILING SCALE: I/4 I O p - - - - ----- - ---- - -- !_I__ ---- ----- -- GAME - DESK — AREA p c 1 CLOSETJ GLOSET --�� � I2' HIGH p RAILING CEILING d 6' KNEE WALL O , w S 5' KNEE WALL I G c � � G ®c RE1/ISIONS BEDROOM \ #2 ► I -- ----- ---- - I I I --- CEILING I I 1 04 I 1 I I — — r— "Y 1 r rlSr'U" GL. OL05ET OL05ET GL. oF�$670 �o�,� NEW DRAWN BY: J. TURNER SCALE: A5 NOTED GHK'D BY: DATE: 01/01/15 SHEET tER 2ND FLOOD ELE(f.,7RICAL FLAN SCALE: I/4" = I'-O" JOB #: DDG-IS-000�