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Home My WebLink About42234-Z o�oS111 Fa1R oy Town of Southold 1/28/2020 4 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 a ti i CERTIFICATE OF OCCUPANCY No: 41024 Date: 1/28/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 12950 Oregon Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-3-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2017 pursuant to which Building Permit No. 42234 dated 12/13/2017 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: ADDITIONS AND ALTERATOINS INCLUDING DECK, FRONT AND REAR COVERED PORCHES, AND ATTACHED GARAGE WITH STORAGE ABOVE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Boyd,Michael&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42234 01-21-2020 PLUMBERS CERTIFICATION DATED 01-11-2020 ael Bo th ze Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 42234 Date: 12/13/2017 Permission is hereby granted to: Boyd, Michael PO BOX 65 Cutchogue, NY 11935 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 12950 Oregon Rd., Cutchogue SCTM # 473889 E Sec/Block/Lot# 83.-3-3.1 n s Pursuant to application dated 11/20/2017 and approved by the Building Inspector. To expire on 6/14/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,181.20 CO - DITION TO DWELLING $50.00 Total: $2,231.20 Bu Iding nspector 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. j 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. New Construction: Old or Pre-existingcheck one Building: ( ) Location of Property: �( House No. Street Hamlet Owner or Owners of Property: I Suffolk County Tax Map No 1000, Section Block � Lot I j 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: $ !�5D jApplici ature rif so °® ®� 01 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �� sean.devlin(Ci)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Boyd Address: 12950 Oregon Rd city:Cutchogue st: NY zip- 11935 Budding Permit# 42234 Section- $3 Block 3 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 119 Ceding Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 14 Smoke Detectors 5 Main Panel 400A A/C Condenser 3 Single Recpt 1 Recessed Fixtures 94 CO Detectors Sub Panel 60AX2 A/C Blower 3 Range Recpt 4'LED Fixture 15 Pumps Transformer Appliances Dryer Recpt 30A Bath Exhaust Fan6 Time Clocks Disconnect 3 Switches $4 Twist Lock UC Lights 2 Combo SD/CO 3 Other Equipment: 2- 200A Main_Breaker Panels, 2- 60A Sub Panels, W/D, Fridge, Hood, Mini Fridge, Micro, DW Notes: Complete Renovation of House Inspector Signature: - Date: January 21, 2020 S.Devlin-Cert Electrical Compliance Form.xls 9 o��pF SD�T�,ol � o Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �yA®(1N�1;N` a BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 2 7 2020 t CERTIFICATION I I Date. 1li ao 20 ' Building Permit No. Owner: ml(16-el (Please print) Plumber: M i c-�Ar-- (Please G(Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. i I I mb s Signai�refi'�' i Sworn to before me this day of 20,� PATRICK TIMOTHY DOVE Notary Public—Slate of New York NO OIDO6369932 Qualifted in Westchester County My Commission Expires Jan 22,2022 Notary Public, )&W-W41&--6--- County I I I i I OF SOUI,y�� TOWN OF SOUTHOLD BUILDING DEPT. courm, 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: / �g UPJ -�&U4 IIS DATE Z �� INSPECTOR�� oF souTyolo # TOWN OF SOUTHOLD BUILDING DEPT. °yi'ourm,�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. t��,�i77 �t [ ] 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: 4(c-m.— DATE ZI INSPECTOR LA of so t1tv, cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON "FDATION 1ST [ ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t -+o Ci4b0;-ell eve,, m �g JM4 ael)vi4 u1n7- DATE INSPECTOR OF SOUTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [k?/ROUGH PLBG [ ] FOUNDATION 2ND [ ] INSULATION [ �] F.�MING /STING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: TVM61NA �r �hz vmvv IV DATE t a INSPECTOR �o��OF SOGIy�� # TOWN OF SOUTHOLD BUILDING DEPT. um, 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] R U61H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ -`CAULKING REMARKS: 44 DO N-0 f 6�" A-- �a i py, 19- til �✓' �� f f ID 0 4 D I 4-4�� J 6) N& 7 t 46 An VVA :1-4 S �O O'D AnhIll rA DATE i INSPECTOR lit,..,v OF Soil, - ,`o to / f # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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: ¢ w twotr 11 9 1J LA 4A&0ar de, 4CL AdveJ r Slw ®1 c o o e AA DATE INSPECTOR - - - f50UlyO� - - - - - - - - - * TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION- ,] -FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/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:_ vpcak- . b DATE 1/0 INSPECTOR _ 'so �I 2Z 7 OF'SObTyO� # "# TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] 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: aq. I o- /&eon DATE 4 d' INSPECTOR � s, gUEF01,� BUILDING DEPARTMENT- Electrical Inspector C TOWN OF SOUTHOLD �O Town Hall Annex - 54375 Main Road - PO Box 1179 0 _ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a_)town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION -EQUESTED-BY:' / i ,,�j._....._...._._.... . -y- ...... ... Date: Company Name: Name: A License No.: email: Gay 1.4 l-r-a '.o zap Ga Address: 57� �d� L,�,v G��-�`��, d v /V Phone No.: -JOB SITE INFORMATION: (All Information Required) Name: R G VZ 'U f Address: a �2 SCS oti Cross Street: Phone No.: Bldg.Permit#: a, •3 email: Tax Map District: 1000 Section: _ Block-- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 7 Circle All That Apply: C9 X4 Is job ready for inspection?: AYESNO.. Rough In Fina q�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 # Underground Laterals 1 H Frame Pole Work done on Service? Y N Additional Information: -� PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls �e ca y J ane. ' y ° (►�/Y1 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW' Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: L Comments: " AL T a1� lV) Agj a 4 � Rocket Insulation,LLC(367) Job Number: 4131423 65 Air Park Drive Suite B Nassau County H1901750000 RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows Work Area Item Installed Bags / Sq Feet Baffles 6AM Attic Mate Foam Rafter 22"x 48" Baffles 6AM Attic Mate Foam Rafter 22"x 48" Wind Wash Baffles, Ultra Shield 6AM Attic Mate Foam Rafter 22"x 48" 8.4'x 200'SC15100C 1.5MIL Poly 8.4'x 200'SC15100C 1.5MIL Poly Fire Caulking Intumescent 814, Rockwool FPBOSSI0-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent R-11 15"x 93"-Unfaced-Wood Framing Bathroom Walls R-11 15"x 93"-Unfaced-Wood Framing Sound Common Walls R-11 15"x 93"-Unfaced-Wood Framing 2X6 Exterior Walls R-13 15"x 93"-Unfaced-Wood Framing 2X6 Exterior Walls R-13 15"x 93"-Unfaced-Wood Framing 2X6 Exterior Walls R-13 15"x 93"-Unfaced-Wood Framing Garage Exterior Walls R-13 15"x 93"-Unfaced-Wood Framing R-19 15"x 93"-Kraft-Wood Framing R-19 15"x 93"-Kraft-Wood Framing R-19 16"x 96"-Unfaced-Metal Framing 2X6 Exterior Walls R-21 15"x 93"-Kraft-Wood Framing 2X6 Exterior Walls R-21 15"x 93"-Kraft-Wood Framing Garage Common Walls R-21 15"x 93"-Kraft-Wood Framing Garage Exterior Walls R-21 15"x 93"-Kraft-Wood Framing Open Knee Walls R-21 15"x 93"-Kraft-Wood Framing Basement Ceiling R-30 16"x 48"-Kraft-Wood Framing Basement Ceiling R-30 16"x 48"-Kraft-Wood Framing Flat Ceiling R-30 16"x 48"-Kraft-Wood Framing Garage Ceiling R-30 16"x 48"-Kraft-Wood Framing R-30 16"x 48"-Kraft-Wood Framing R-30 16"x 48"-Kraft-Wood Framing R-30 16"x 48"-Kraft-Wood Framing 2x10 Closed Slope Ceiling R-30 16"x 48"- Kraft-Wood Framing Rocket Insulation,LLC(367) Job Number. 4131423 65 Air Park Drive Suite B Nassau County H1901750000 RONKONKOMA,NY 11779 Insulation Certificate 2x6 Closed Slope Ceiling R-30 16"x 48"-Kraft-Wood Framing Sound First Floor Ceiling R-30 16"x 48"- Unfaced-Wood Framing R-30 16"x 48"-Unfaced-Wood Framing 2x8 Closed Slope Ceiling R-30C 15.5"x 48" -HD Kraft-Wood Framing Air Seal-Seal Seams&Edges Of SOUDALDW24 Soudal Foam Pro Door& Plywood Exterior Walls Window Gun Foam 24oz Air Seal-Seal Seams& Edges Of SOUDALDW24 Soudal Foam Pro Door& Plywood Exterior Walls Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Hot Roof SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 Hot Roof SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 2x10 Closed Slope Ceding SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 2x10 Closed Slope Ceiling SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 2x10 Closed Slope Ceiling SWD Quik-Shield 108 YM Open-Cell 8.5" R- 30.60 2X6 Exterior Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 2X6 Exterior Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 2X6 Exterior Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Garage Exterior Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Gable Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Gable Walls SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Rim Joist SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Rim Joist SWD Quik-Shield 112 Closed-Cell 2" R-13.00 'Fiberglass blow has no settling factor for 17-values Y Rocket Insulation,LLC(367) Job Number: 4131423 65 Air Park Drive Suite B Nassau County H1901750000 RONKONKOMA,NY 11779 Insulation Certificate Job Name: 8960 Cox Lane,Cutchogue,NY 11935 Job Address: MAIN HOUSE 8960 Cox Lane CUTCHOGUE,NY 11935 Date Completed: Insulation By• Building Envelope and Duct Tightness Report. 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 8960 Cox Lane,Cutchogue Test Date 7/23/2019 Building Permit#: 42234 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# j 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness 'Volume Calculation : Check if: Floor Area Height Volume Q Conditioned Basement Basement 2788 27880 ❑ Conditioned Crawl Space 15 2788 25092 O'Sealed Attic 2nd 1468 13212 *The conditioned floor area of dwelling is calculated in 3�d 0 accordance with ANSI Z765,except that conditioned floor Attic 3237 area includes areas where the ceiling height is less than 5 Total Volume 69421 ft' CFM @50 pa 2954 Air changes/hr@50 r72-..-5-5 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Basement Duct Location Conditioned Space Floor Area 2788 Leakage CFM @ 25paC] CFM/100 ftZ CFA Code Compliance: Exempt System-2: 1st Floor Duct Location-Conditioned Space Floor Area 2788 Leakage CFM @ 25paC� CFM/100 ftZ CFA Code Compliance: Exempt System-3: 2nd Floor Duct Location Conditioned Space Floor Area 1468 Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: Exempt Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required byby the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 7/23/2019 Christopher Silvia,Home Energy Solutions 1-14 M E E N E f`O Y Load Short Form Job: 8960 Cox Lane l" SOLUTIONS Date: 12/03/2018 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email,gdlamay3@gmail cam Web,home-energysolutons com Project • • For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 13 92 Method Simplified Inside db(°F) 72 75 Construction quality Semi-loose Design TD(°F) 59 17 Fireplaces 1 (Semi-loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH ZONE 1 1716 45893 19514 1200 1200 AH ZONE 2 1071 25537 9853 600 600 AH ZONE 3 1458 29653 17956 1000 1000 Entire House 4244 101084 45496 2800 2800 Other equip loads 13214 3826 Equip.@ 0.97 RSM 47941 Latent cooling 9607 TOTALS I 4244 I 114298 I 57548 I 2800 I 2800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wriightsoft' 2018-Dec-04 16 25.03 Ah a��.v, .+ Right-Suite®Universal 2018 18 0 31 RSU26249 Page 1 n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 House Front faces SW HQ'_M E ENERGY Load Short Form Job: 8960 Cox Lane SOLUTIONS Date: 12/03/2018 l AH ZONE 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email:gdlamay3@gmE I.com Web.home-energysolutions.com • e-ict Information For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 13 92 Method Simplified Inside db(°F) 72 75 Construction quality Semi-loose Design TD(°F) 59 17 Fireplaces 1 (Semi-loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Buderus Make TRANE Trade Trade Model G215 Cond 4TTR5036E1000AB AHRI ref Coil 4TEE3F40A1000AB AHRI ref Efficiency 86 AFUE Efficiency 15 SEER Heating input 207000 Btuh Sensible cooling 25200 Btuh Heating output 180000 Btuh Latent cooling 10800 Btuh Temperature rise 136 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ff) (Ptuh) (Btuh) (cfm) (Cfm) OFFICE -- 296 8561 3184 224 196 PLAY ROOM 308 8129 4177 213 257 BATH 1 120 2594 865 68 53 LAUNDRY 158 6093 2987 159 184 DINING KITCHEN 836 20516 8302 536 511 AH ZONE 1 1716 45893 19514 1200 1200 Other equip loads 4832 1399 Equip.@ 0.97 RSM 20328 Latent cooling 5554 TOTALS I 1716 I 50725 I 25881 I 1200 I 1200 Calculations approved by A CA to meet all requirements of Manual J 8th Ed. v 'UNrl It50 "° 2018-Dec-04 16 25.03 ..ajjv+ "*rte, Right-Suite®Universal 2018 18 0 31 RSU26249 Page 2 ter+ n Progress Jobs18960 Cox Lane18960 Cox Lane rup Calc=MA H use Front faces SW 1-1 ON Ir E N E R G Y Load Short Form Job: 8960 Cox Lane t S 0 L U T 10 N S Date: 12/03/2018 AH ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email.gdlamay3@gmail corn Web home-energysolubons com Project • • For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 13 92 Method Simplified Inside db(°F) 72 75 Construction quality Semi-loose Design TD(°F) 59 17 Fireplaces 1 (Semi-loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 35 HEATING EQUIPMENT COOLING EQUIPMENT Make BUDERUS Make Trane Trade Trade TRANE Model G215 Cond 4TTR40181_1 AHRI ref Coil TEM4AOB24S21++TDR AHRI ref 7481886 Efficiency 86 AFUE Efficiency 12.5 EER, 15 SEER Heating input 207000 Btuh Sensible cooling 12600 Btuh Heating output 180000 Btuh Latent cooling 5400 Btuh Temperature rise 273 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 744 17614 7207 414 439 PANTRY 109 0 0 0 0 MUD ROOM 182 7923 2646 186 161 HALF BATH 37 0 0 0 0 AH ZONE 2 1071 25537 9853 600 600 Other equip loads 3567 1033 Equip.@ 0.97 RSM 10581 Latent cooling 3555 TOTALS I 1071 I 29104 I 14136 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �►.. v\traightsoft" 2018-Dec-04 16 25 03 Right-Swte®Universal 2018 18 0 31 RSU26249 Page ..n Progress Jobs\8960 Cox Lane\8960 Cox Lane nip Calc=MJ8 House Front faces SW 1-1*M>E: E N E RG Y Load Short Form Job: 8960 Cox Lane S C)L U T 10 N S Date: 12/03/2018 f AH ZONE 3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmjd com Web home-energysolubons com I Projept Information For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 13 92 Method Simplified Inside db(°F) 72 75 Construction quality Semi-loose Design TD(°F) 59 17 Fireplaces 1 (Semi-loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 35 HEATING EQUIPMENT COOLING EQUIPMENT Make BUDERUS Make Trane Trade Trade TRANE&Carrier Model G215 Cond 4TTR7036A1 AHRI ref Coil FV4CNB003 AHRI ref 10246104 Efficiency 86 AFUE Efficiency 13.0 EER, 17 SEER Heating input 207000 Btuh Sensible cooling 21000 Btuh Heating output 180000 Btuh Latent cooling 9000 Btuh Temperature rise 164 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Wtg load Cig load Htg AVF Clg AVF (ftz) ( tuh) (Btuh) (cfm) (cfm) - MASTER BEDROOM 318 5933 4452 200 248 HANNAH'S BEDROOM 185 3611 2362 122 132 HER WIC 108 3661 1910 123 106 BATH 105 2788 1603 94 89 LINEN 47 1138 400 38 22 MASTER BATH 163 3854 2825 130 157 HIS WIC 68 1066 433 36 24 HANNAH'S WIC 34 0 0 0 0 ALEXANDER'S WIC 33 0 0 0 0 ALEXANDER'S ROOM 182 4497 2615 152 146 2ND FLR HALL 215 3106 1357 105 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti WMi2018-Dec-0416.25.03 ,.cava r°wwro,x+. Right-Swte®Universal 2018 18 0 31 RSU26249 Page nr ..n Progress Jobs18960 Cox Lane18960 Cox Lane rup Calc=MJ8 H use Front faces SW ti AH ZONE 3 1458 29653 17956 1000 1000 Other equip loads 4815 1394 Equip.@ 0.97 RSM 18808 Latent cooling 5328 TOTALS 1 1458 1 34469 1 24136 1 1000 1 1000 �I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fjj-wrightsoft- 2018-Dec-04 16 25 03 ,. .. RightSurte@ Universal 2018 18 0 31 RSU26249 Page 5 AMn Progress Jobs\8960 Cox Lane\8960 Cox Lane.rup Calc=MJ8 House Front faces SW Basement V 14" 6" D14 ^ BASAAILA71 10" 7^ &,) l7" 7" 8" 7" l8" 18" 7- 6' 7" 6" 6" 7,. Job#: 8960 Cox Lane dome Energy Solutions Scale: 1 : 159 Performed by Gerson Rubio for: Page 1 Mike Boyd 187 E Main St R1ghtSuite@ Universal 2018 8960 Cox Lane Huntington,NY 11743 18.0.31 RSU26249 Cutchogue,NY 11935 Phone.631-673-0664 2018-Dec-0416.25:12 home-energysolutions.com gdlamay3@gmail.com ...\8960 Cox Lane\8960 Cox LanJ ru 1st Floor Ia l C,,MIGE ®93 cfm AND ROOM HALFB42H 15�1 ®93 cfm 600 cfm — 4 i 134 cfm 134 cfin 146,fni - t� i DNNGAITCHEN ' 134 cfm LNINGROOM P.I TRY ®128.fm 1200 cfm ��46 cfm • 146 cfm® l34 cfm PL.4YROOSf 1 i 1-8 cfm F� 68 cfl _ 112 c5m LAUNDRY + OFFICE �y BAWI 92 cfm ®92 chn ®112 cfm Job#: 8960 Cox Lane Home Energy Solutions Scale: 1 : 159 Performed by Gerson Rubio for: Page 2 Mike Boyd 187 E Main St RlghtSuite@ Universal 2018 8960 Cox Lane Huntington,NY 11743 18.0.31 RSU26249 Cutchogue,NY 11935 Phone:631-673-0664 2018-Dec-0416.25.12 home-energysolutions.com gdlamay3@gmail.com A8960 Cox Lane\8960 Cox Lane.ru 1 I 2nd Floor I i AMC IL1NM1ilrrS fI y 1 " " c76 cf AL4=RBEDROOlf 124'fin' LR 117C RAMMIR'SBEDROOM 6" 36 cfi ALCXL'IDLR'SROOM 6' 7" Fy * _ 1hD£.RiS 6" 1132 ,ncf f 7" 7., 208 cfm i1 • - 51181 cfm I:A cCm 4" 9jQn. ' 354 cfm, y 10" is, - 123 dhi 7" i 6" 2AD FLR RILL AMC2 HER A7C38 cu y 94 con ~ 1 157 cfm 8" ? AL1317'R DA771 + LI EI" !1,1771 y 105'r. Job#: 8960 Cox Lane Scale: 1 : 159 j Performed by Gerson Rubio for: Biome Energy Solutions Page 3 Mike Boyd 187 E Main St RightSuite@ Universal 2018 8960 Cox Lane Huntington,NY 11743 9 18.0 31 RSU26249 Cutchogue,NY 11935 Phone:631-673-0664 2018-Dec-0416:25.12 holme-energysolutions.com gdlamay3@gmail.com ...\8960 Cox Lane\8960 Cox Lane4ru I I N N1 E E N E R G Y Manual S Compliance Report Job: 8960 Cox Lane SOLUTIONS Date: 12/03/2018 AH ZONE 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolubons cam Project • • For: Mike Boyd 8960 Cox Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 92.2°F Sensible gain: 20913 Btuh Entering coil DB: 76.5°F Outdoor design WB: 74.4°F Latent gain: 5554 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 26467 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: TRANE Model: 4TTR5036E1000AB+4TEE3F40A1000AB Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 120%of load Latent capacity: 10800 Btuh 194%of load Total capacity: 36000 Btuh 136%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 12.6°F Heat loss: 50725 Btuh Entering coil DB: 66.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Buderus Model: G215 Actual airflow: 1200 cfm Output capacity: 180000 Btuh 355%of load i Meets all requirements of ACCA Manual S. �.. —F�- W Y191htsoft" 2018-Dec-0416 25 03 .. .•arum.m ver Right-Suite®Universal 2018 18 0 31 RSU26249 Page 1 n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 House Front faces SW HOft M E E N J: KG Y Manual S Complla ce Report Job: 8960 Cox Lane SOLUTIONS Date: 12103/2018 � AH Z®NE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email:9dlamay3@gm it com Web home-energysolutions cam I Projelct Information For: Mike Boyd 8960 Cox Lane, Cutchogue, NY 11935 I • • • Equipment Design Conditions I Outdoor design DB: 92.2°F Sensible gain: 10886 Btuh Entering coil DB: 77.1°F Outdoor design WB: 74.47 Latent gal n: 3555 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gai : 14441 Btuh Indoor RH: 50% Estimate airflow: 600 cfm I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR4018L1+TEM4AOB24S21++TDR Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 1161/6 of load Latent capacity: 5400 Btuh 152%of load Total capacity: 18000 Btuh 125%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 12.6°F Heat loss: 29104 Btuh Entering coil DB: 64.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual besign Conditions Equipment type: Oil boiler Manufacturer: BUDERUS Model: G215 Actual airflow: 600 cfm Output capacity: 180000 Btuh 618%of load I I Meets all requirements of ACCA Manual S. t. wr1w.. „ 2018-Dec-04 16 25 03 `� P .°.. Right-Sute®Universal 20181803 RSU26249 Paget ,om .n Progress Jobs18960 Cox Lane18960 Cox Lane rup Calc=MJ8 H use Front faces SW I 1-1ON1 r= E N E kG Y Manual S Compliance Report Job: 8960 Cox Lane SOLUTIONS Date: 12/0312018 �..�..�,, -w AH ZONE 3 By: Gerson Rubio Home Energy Solutions f 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn Web home-energysolutions com Project • • For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 I -f - Cooling Equipment Design Conditions Outdoor design DB: 92.2°F Sensible gain: 19350 Btuh Entering coil DB: 79.0'F Outdoor design WB: 74.4°F Latent gain: 5328 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 24678 Btuh Indoor RH: 509/6 Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR7036A1+FV4CNB003 Actual airflow: 1000 cfm Sensible capacity: 21000 Btuh 109%of load Latent capacity: 9000 Btuh 169%of load Total capacity: 30000 Btuh 122%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 12.6°F Heat loss: 34469 Btuh Entering coil DB: 65.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: BUDERUS Model: G215 Actual airflow: 1000 cfm Output capacity: 180000 Btuh 522%of load Meets all requirements of ACCA Manual S. 1 wrig tsoft. 2018-Dec-04 16 25 03 RightSurte®Universal 2018 18 0 31 RSU26249 Page ..n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 House Front faces SW 1-1 C�141 E E N E K c Y Duct System Summary Job: 8960 Cox Lane SCILUT1aNS Date: 12/03/2018 j AH ZONE 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gma'I com Web home-energysolutons com I Proj�.,qt Information. For: Mike Boyd 8960 Cox Lane, CutchOgL e, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.225/0.085 in H2O 0.225/0.085 in H2O Lowest friction rate 0.088 in/100ft 0.088 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 352 ft SupplyDetaJI Table I 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 BATH 1 h 2594 68 53 0.116 6.0 Ox 0 VIFx 23.5 170.0 st2 DINING KITCHEN h 5129 134 128 0.110 7.0 Ox 0 VIFx 49.2 155.0 st2 DINING KITCHEN-A h 5129 134 128 0.108 7.0 Ox 0 VIFx 33.0 175.0 st2 DINING KITCHEN-B h 5129 134 128 0.091 7.0 Ox 0 VIFx 37.8 210.0 st2 DINING KITCHEN-C h 5129 134 128 0.096 7.0 Ox 0 VIFx 47.8 185.0 st2 LAUNDRY c 1493 80 92 0.094 6.0 Ox 0 VIFx 44.3 195.0 st2 LAUNDRY-A c 1493 80 92 0.103 6.0 Ox 0 VIFx 42.8 175.0 st2 OFFICE h 4280 112 98 0.088 7.0 Ox 0 VIFx 35.0 220.0 st2 OFFICE-A h 4280 112 98 0.090 7.0 Ox 0 VIFx 28.9 220.0 st2 PLAY ROOM-A c 2088 106 128 0.090 7.0 Ox 0 VIFx 30.1 220.0 st2 PLAY ROOM-B c 2088 106 128 11 0.093 7.0 Ox 0 VIFx 22.3 220.0 st2 • • - , • - Trunk Htg Clg Design Veloc Diam H x W Duct Name - Type -- (cfm) - (cfm) FR (fpm) (in) (in) Material Trunk I st2 Peak AVF 1200 1200 0.088 679 18.0 0 x 0 ShtMetl �111 Ste " 2018-Dec-04 16 25 03 r F r' !MP ights ..,.,..,, . Right-Suite@ Universal 2018 18 0 I 1 RSU26249 Pagel n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 ouse Front faces SW ti• Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 1200 1200 97.1 0.088 679 18.0 Ox 0 VIFx p i I I i I I +� wrif911 tsof- 2018-Dec-04 16 25 03 RightSurte®Universal201818031 RSU26249 Paget n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MA House Front faces,SW I I-r @M E E NE RG Y Duct System Summa Job: 8960 Cox Lane S 0 L UT 10 N S Y � Date: 12/03/2018 AH Z®NE 2 By: Gerson Rubio Home Energy Solutions I 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gm il com Web*home-energysolubons com I ■ I • - • • For: Mike Boyd 8960 Cox Lane,Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.253/0.057 in H2O 0.253/0.057 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 386 ft • • branch Detail • - I 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 LIVING ROOM c 2402 138 146 0.105 8.0 Ox 0 VIFx 25.5 215.0 st6 LIVING ROOM-A c 2402 138 146 0.086 8.0 Ox 0 VIFx 35.5 260.0 st7 LIVING ROOM-13 c 2402 138 146 0.089 8.0 Ox 0 VIFx 25.0 260.0 st6 MUD ROOM h 3961 93 81 0.082 6.0 Ox 0 VIFx 33.5 275.0 st7 MUD ROOM-A h 3961 93 81 0.080 6.0 Ox 0 VIFx 39.3 275.0 st7 supply , - Table I I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) Fl�- (fpm) (in) (in) Material Trunk st6 Peak AVF 276 293 0.089 536 10.0 0 x 0 ShtMetl st3 st7 Peak AVF 324 307 0.080 594 10.0 0 x 0 ShtMetl st3 st3 Peak AVF 600 600 0.080 561 14.0 0 x 0 ShtMetl Return f3rtanch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) F� (fpm) (in) (in) Opening(in) Matl Trunk I rb1 Ox 0 600 600 71.3 0.080 561 14.0 Ox 0 VIFx i I •. W�1�9htaaf'$ 2018-Dec-04 16 25 03 —A1 «.«., z., Right-Suite®Universal 2018 18 0 31 RSU26249 Page 3 n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 I ruse Front faces SW I I I 8 ` f4 0h M E E N E RG Y Duct System Summary Job: 8960 Cox Lane SOLUTIONS Date: 12/03/2018 AH ZONE 3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn Web home-energysolubons cam Project • • For: Mike Boyd 8960 Cox Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O 1 Supply/return available pressure 0.252/0.058 in H2O 0.252/0.058 in H2O Lowest friction rate 0.091 in/100ft 0.091 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 342 ft SupplyDetail 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 2ND FLR HALL h 3106 105 76 0.095 6.0 Ox 0 VIFx 25.2 240.0 st4 ALEXANDER'S ROOM h 2249 76 73 0.091 6.0 Ox 0 VIFx 32.0 245.0 st4 ALEXANDER'S ROOM-A h 2249 76 73 0.110 6.0 Ox 0 VIFx 23.3 205.0 st4 BATH h 2788 94 89 0.115 6.0 0x0 VIFx 13.5 205.0 st4 HANNAH'S BEDROOM c 2362 122 132 0.107 7.0 OX 0 VIFX 9.8 225.0 st5 HER WIC h 3661 123 106 0.091 7.0 Ox 0 VIFx 37.5 240.0 st5 HIS WIC h 1066 36 24 0.106 6.0 Ox 0 VIFx 22.5 215.0 st5 LINEN h 1138 38 22 0.108 6.0 0x0 VIFx 13.3 220.0 st5 MASTER BATH C 2825 130 157 0.110 8.0 Ox 0 VIFx 23.5 205.0 st5 MASTER BEDROOM C 2226 100 124 0.105 7.0 OX 0 VIFX 28.8 210.0 st5 MASTER BEDROOM-A C 2226 100 124 0.093 7.0 OX 0 VIFX 30.8 240.0 st5 Supply • Trunk- Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 650 690 0.091 645 14.0 0 x 0 ShtMetl st1 st4 Peak AVF 350 310 0.091 642 10.0 0 x 0 ShtMetl st1 st1 Peak AVF 1000 1000 0.091 566 18.0 0 x 0 ShtMetl Aa- wrighitsoft- 5 03 RightSwte®Universal 2018 18 0 31 RSU26249 2018-Dec-04 1 Page e 4 Am ...n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 House Front faces SW ' I Detail I 1 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FRI (fpm) (in) (in) Opening(in) Matl Trunk j rb7 Ox 0 288 313 64.3 0.691 574 10.0 Ox 0 VIFx rb8 Ox 0 324 354 0 0 0 0 Ox 0 VIFx rb9 Ox 0 208 184 0 0 0 0 Ox 0 VIFx rb10 Ox 0 181 148 0 0 0 0 Ox 0 VIFx i I I I I I I I I I I I I i I I t {� 9A9rightsoft" 2018-Dec-04 16 2503 r ..�.•,.- Right-Suite®Universal 2018 18 0 31 RSU26249 Page 5 n Progress Jobs\8960 Cox Lane\8960 Cox Lane rup Calc=MJ8 F ouse Front faces SW I i I i N r Basement 6^ 14 6' A^ IJ• 7' BASEAIEU2 0' 10" 7^ BASEYEN7/ 7^ 7" 8• A' 7" 18^ Is 7' 6° 7^ 6" 6• Job#: 8960 Cox Lane Home Energy Solutions Scale: 1 : 185 Performed by Gerson Rubio for: Page 1 Mike Boyd 187 E Main St RightSwte®Universal 2018 8960 Cox Lane Huntington,NY 11743 18.0.31 RSU26249 Cutchogue,NY 11935 Phone:631-673-0664 2018-Dec-04 16.26.18 home-energysolutions.com gdlamay3@gmad ..com ,, 8960 Cox Lane\8960 Cox Lane.rup i N I 1st Floor GAR4GE +93c6n 1lUDROOV tLfIFBATH f�a 93 cfin 600 d. — 134.fin 134.f. 146<6n `tl r i Df.Vl,VGKf2CNEV �� 134 elm UNNGROOlf PANTRY - _ +128cfm � 146d. 1200 cfm - 146 cfm 134 cfm PLO ROOM I 128 cfm 686. 112 d. UUNDR1 i •OFF2E BATH! 92.f. ®92ctm ®112 cfm Job#: 8960 Cox Lane Home Energy Solutions Scale: 1 : 185 Performed by Gerson Rubio for: Page 2 Mike Boyd 187 E Main St Right-Suite®Universal 2018 8960 Cox Lane Huntington,NY 11743 18.0.31 RSU26249 Cutchogue,NY 11935 Phone:631-673-0664 2018-Dec-04 16:26.18 —home-energysoluttons-corn_gdlamayZ@gmail.com ...\8960 Cox Lane\8960 Cox Lane.rup N r 2nd Floor A771C ` NArnvANsl - - � MASMBEDROOM 124cfm NLS WIC 1UNNANSBIDR00Lf IF ' _ f36 - ALEXANORRSROOAI 6^ 7 «+ fAL VADERZ 6' I32 cfm - - - 7' - - 7: m cfin Yi ii 181 clm - I74 cfm 14^ 6' 710• ' 354 cfmy IO' 18" - 31 cfm 6^ t i23d. 7' _ - - X� A777C7 13 IIERWlCF ,• 384m 4.94.fm , f AAEMBArN 'uNw 2147N., f 103 con - Job#: 8960 Cox Lane Home Energy Solutions Scale: 1 : 185 Performed by Gerson Rubio for: Page 3 Mike Boyd 187 E Main St RightSuite®Universal 2018 8960 Cox Lane Huntington,NY 11743 18.0.31 RSU26249 Cutchogue,NY 11935 Phone:631-673-0664 2018-Dec-04 16:26.18 home-energysolutions.com gdlamay3@gmail.com ...\8960 Cox Lane\8960 Cox Lane.rup f :TELT -�� MARK SCHWARTZ& ASSOCIATES 28.05 11ain (toad @ 110 Box 933•Cuu'mguv. \1. 11933 631,734.41135 t++ ++'.utk,utltitcrt.<nm September 30,2019 Southold Town Building Department 54375 Main Road Southold, New York 11971 i -�+ { ° OCT - 2 2019 Re: Michael and Lisa Boyd 12950 Oregon Road Cyyutch�ofgupe^,(/yNew York _ To whom it may concern, I have been on site on site during the construction phase and reviewed portions of the work for the aforementioned project. The damproofing,poured concrete footings,rebar and poured concrete walls, to the best of my knowledge,have been completed as per plans and meet or exceed NYS code requirements. Please call this office with any questions you may have. Sincerely, i•• t�*', F Y,1 'A Mark r Mark Schwartz ._s AIA i a . • • FOUNDATION(1ST) FOUNDATION (2ND) WMA -__ • rROUGH FRAMING& am._.. ..,_ PLUMBING AM" VAT r INSULATION PER N.Y; STATE ENERGY CODE i LFAMMAOK r � epi -0:[�� >�1t�i��/,i��i7� _rADDITIONAL COMMENTS r ,.r '►r � � � z- .• TOWAW SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST B DING DEPARTMENT Do you have or need the following,before applying? TO J -1 HAIL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � ( Survey Southoldtownny.gov PERMIT NO. �C Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application f7rP� Flood Permit Examined ,20 R �� DEM�� , f � Single&Separate �� D Truss Identification Form NOV 2 2�� Storm-Water Assessment Form Contact: I Approved 15 ,20 _ Mail to: �C�-FVJ49 1-C- Disapproved a/cTOV �Oli SO" LD Phone: Expiration ` ,20 Buildi risp c - APPLICATION FOR BUILDING PERMIT ? Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. 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. j (Signature of applicant or name,if a corporation) I (Mailing address of applicant) State whether applicant is owner, lessee, agent architect ngineer, general contractor, electrician,plumber or builder d Name of owner of premises? (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. Electricians License No. Other Trade's License No. 1. Locan of land on w ich proposed work will be done: House Number Street Ha let County Tax Map No. 1000 Section .9-3 Block 0-3 Lot �� I f Subdivision Filed Map No. Lot A- a 2. State existing use and occupancy of premises and ' tended use and occupancy of proposed construction: a. Existing use and occupancy I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition X Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (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 6. If business, commercial or mixe� occupancy 2 specify afore and extent of each type of use. 5— . � S 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 Depth Height Number of Stories IF, � 9. Size of lot: Front ear I epth I 1,0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Ac 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY 13. Will lot be re-graded?YES NO__Y--Will excess fill be removed from premises? YESXNO 114.Names of Owner of premises Address Phone No. 2 oz Name of Architect S -7--Address Phone No Name of Contractor Address Phone No. 9 1'5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 NO_)�_ 9* IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 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� IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF S A je K, C( l� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ZIP =c— (Contractor,Agent,C rporate 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; and that the work will be performed in the manner set forth in the application filed therewith. S cw�orn to before me this TRACEY L. MAKER a O" da of N0112 i A� �RTARY PUBLIC,STATE OF NEW YO y NO.01 DW6306900 QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30,20 Notary Publie Si a e of Applicant tO>]E�.MWAT]E , Scott,1Ai Russell �°SWQ t ST SUPERVISOR \( A\�G IEMIENT I��lIA1� 1 SOUTHOLD TOWN HAIL-P.O.Box 1179 O SIM Main Road-SOUTHOID,NEW YORK 1197! Town of Southold CHAPTER 236 - STORMWATER A ANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROXECT IWOLVE AJgY OF TM FOLLOWING - Yes NO (CHECK ALL THAT APPLY) ❑[ A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. j ❑ B. Excavation or filling involving more than 200 cubic yards of material : j within any parcel or any contiguous area. ❑[�(C. Site preparation on slopes which exceed 10 feet vertical rise to j 100 feet of horizontal distance. ❑[ D. Site preparation within 100 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-wiy wat-ercourse.- - - - JAE] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,.Nate & County Tax Map Number! Chapter 236 does not apply to your prcljecL If you answered YES-to one or more of the above,please submit Two copies of a Stmmwater Management Control Plan i and a completed Cheek List Form to the Building Department with your Building Permit Application. - S.C.T.M_ *: APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Otter) 1000 Date: l�nct NAME _WA PK SC OWA K'T"Z sem' �t f 6&1h 1 Section - "°""' FOR BUILDING DEPARTMENT USE Ct Contact Information Reviewed By: — a 0- - — — — — — — — — — — — — — — — — Date Property - - - - - - - - Address/ Location of Construction Work: — — — — — — 9 f O Cox L � ❑ pproved for processing Budding Permit. �*(O (� tormwater Management Control Plan Not Required. Stormwater Management Control Plan u Required (Forward to Engineering Department for Review.) FORM w SMCP-TOS MAY 20I4 APPLICANT: S.C.T.M. �: l000 HAPTER 236 (Proporty Owner,Design Professional,Agent,Contractor,Other) -- a$tfq:� r,, tY �� , �� .� ® , Stormwater Management Control Plan CHECK LIST NAME; Section Block Lor16 ! S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. rh ta,,,, Date: � * The applicant must provide a Complete Explanation and/or Reason for not providir ; l all Information that has been Required b the foil .iy,wl, c aWrroero xmdnn eq y 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, PIrovide Justification Here. show all of the following items: YE NO NA If you need additional room for explanatio ase r id d l Pa a. Location & Description of Property Boundaries b, Total Site Acreage. c, Existing- Natural & Man Made Features within 500DRAINAGE'INSPECTIONS A UMDYNGDE17"'T, of the Site Boundary as required by §236-17(C)(2). Contact TOS En in - OF SOUTirrd.D d, Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, B�cki ii! O e, Limits of Clearing& Area of Proposed Land Disturbance, th f. Exist ing & Proposed Contours of the Site (MlnimumzIntervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h, Spot Grades & Finish Floor Elevations for all existing& -r proposed structures, I, Location of proposeSwimming Pool and discharge ring. . Location of pro2osed Soil Stockpile Areas. ?. k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment-control measures, 2. Stormwater Management Control Plan must Include Calculations showing that the Stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch not be limited to: rainfall/storm event, A Well maintained Const tion Entrance. 3, Details&Sectional Drawings for stormwater practices are required for approval. Mre BackedSilt Fencing, stabilization Items requiring details shall include but not be limited to: Sgeding of exposed and tor ins i a. Erosion & Sediment Controls, b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d, Leach Ing Structures (e.g. infiltration basins,swales,etc.) FOR, [::N aINf:;I • I Di:TART 'N`I' USE 01 �Yn� • . _ !. ... . . ... _•• .. . 1D Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: 1 — — — — — — — — — — — — — — — — — — — — —P — _ 1 Stormwater Management Control Plan is Complete, Date: (Z z � SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 S g11FEQ1,� 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 1 roger.richertCa_town.southold.ny.us APPLICATION -FOR ELECTRICAL INSPECTION REQUESTED BY: �5�y Date: - - - i Company Name: j. Name: �y4 License No.: email: j Address: ,� 9� �dX GAtir CU�"� o v Al Phone No.: JOB SITE INFORMATION: (All information Required) f Name: G ,6 /2-,:_,9V f Address: Ga 1 Cross Street: Ad I Phone No.: Bldg.Permit 14a,d�j email: j Tax Map District: 1000 Section: Block:.- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: C l Is job ready for inspection?: 4YES NO Rough In Final e a�Do you need a Temp Certificate?: NO Issued On Temp Information: (All information required). Service Size .1 Ph 3 Ph Size: Meters / Old Meter# I j New Service- Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 H Frame Pole Work done on Service? Y N I Additional Information: - I I' PAYMENT DUE WITH APPLICATION I Request for Inspection Form.xis �Q� `l��alle P 6 - r f a I I s I - O��S�FFDLKcoG Town Hall Annex yam yam► Telephone(631)765-1802 54375 Main Road o - :.c Fax(631)765-9502 P.O. Box 1179 co Southold, NY 11971-0959 BUILDING DEPARTMENT j NOTICE OF UTILIZATION OF TRUSS.TYPE CONSTRUCTION PRE-ENGINEERED -WOOI) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ; Ito �7 Owner: S 0 Locaflgn:of.Property: 8q jD. d Please:tanotice that the{check applicable.Ciie): New commercial-or re identiat tructure" '' -1 dition toWs` ezi firi commeccI6111 ''residential strudtt t'-., U" Meehabilitatipn•' ,0 dxistirid.'coAercial or residedR>s_ tructure to be consfntd' T:perforrtied,'at the subj0d•06perty referencebtve will utilize (check applic�bi ."e,�: ` Trupe'cynstruction (TT) __i _._.---------- ,- Pre-engirIeeC�ed••Waad construction (PW) : F ------------- --------------- Timber constrd6h (T4.> j in the following location(s) (check applicable line): - i i Floor framing, including girders and beams (F) Roof framing (R), - Floor and roof framin (FR) . I Signature: Name (person submitting this form): /� /< L.4'— f<f- Z Capacity(check applicable line): b ' Owner a� Owner representative d I TrussReg15.docx Effective 1/1/2015 I� , 4 J Sv 7 c �xj OD)o co T Sa // i sw�e1Q a'�esV05»\�� 9W 1 • x IIS _ "0 'SIN } fir•-;+ c r �.- - � .a^~s�" i��.7� "rA .r�"'�''7'��r {...^ .r_F - �'� ,+�,,•• Baa' ,� t�: .. • r F ' NO «,. � r. { ''yy. T .�••,• ID.3 r.f� � �6,� 3ayyy.� ..ys t�y� �s R'�T `' 'Y. r All S�' 4 `: 9r/v N� s¢ �{ R y� 'r •" x)lf� ��'iTr.•��' �p'��h� ... it A�t. • s • aha I-q " ,..'s r ZZ 40 rVtp, w WF s � • t r rq A +" ' ' y ��•��..,iL'.: ��'"�1 ', � �.�,', p e'�.:,� ,rye ,.�,; y- ; �.;;ti.• , -'ice ,y; ' w.t E, _ �L e y y oil .41 1 y t1 }, «a r o • j t j • .. /•I• '.1��}, �. `rF�r...'•r I w, ~e� i� s' t l' � •4' ir �;• �' ,5�r/�t `Lr�•�`` gr -!/ �(Fa`'• •+ga v •!/ f''� 's'.''t. • p7b1 � �'�-�-.✓��S�f.�� " F �'� � �"1��.� a � a t 1. 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AO f '� Bunch, Connie From: Bunch, Connie Sent: Tuesday, December 03, 2019 4:43,PM' To: 'Mike' Subject: RE: Boyd BP#42234 I spoke with my boss and he said as long as you pass your final inspection then you won't have to renew. The first available date is January 8th so I'm going to schedule you for then.We have been backed up with our inspections because of this new rental law. Best Regards, Connie Bunch -=---Original Message----- From: Mike [mailto:mbsbs@aol.com] Sent:Tuesday, December 03, 2019 3:57 PM To: Bunch, Connie <Connie.Bunch @town.southold.ny.us> Subject: Re: Boyd BP#42234 Hi Connie, Anything we can do on this? Thank You, Mike Sent from my iPhone >On Nov 29, 2019, at 8:08 AM, Mike<mbsbs@aol.com>wrote: >Good Morning Connie, > >We are close to finishing construction and our permit expires on 12/13/19. Is it possible have an extension for 2-4 weeks. We have a few electrical things to wrap for final electrical and final inspection. > Please,let me know options. > Best Regards, I,I > > Mike Boyd >Sent from my iPhone >>On Jun 11, 2019, at 3:17 AM, Mike <mbsbs@aol.com>wrote: >>Good Morning Connie, >> Per our conversation yesterday can you extend BP#42234 for 12950 Oregon Road by 6 months. Please let me know if I need to do anything else. lila 1 » >>Thank You Connie, >> Mike Boyd >>631-926-2919 >>Sent from my Whone z 5URVE-Y OF PROPERTY 51TUATE-: GUTGHOGUE N TOM SOUTHOLD SUFFOLK COUNTY, NY W E SURVEYED 04-30-200"7 SUFFOLK COUNTY TAX # 1000-83-3-3.1 1 0 2 S / I CBRTlP�TO, I� GREGORY A.BOYD ' ,moo 10 00 _ n 4 9 1 •M1 & f 1 i \ ' i G ' uwtbn.m a#rotw+a aa0uo-+to a evvey swop Wa.g o tKotone wveyab seat re a � .�watww a raw.1.raoa, 7,w vn NOTES: ` tt ww rat oragr�m 9tm.Edreatiow taw '; V/ 'Ony h trw.tn. a vas ewvey mawee was m agnm ttr xoro� .me trvrpY d e�al Yell bs ca+aWn�a w ro vma has cevr..' -reruacntu�n.+miotal n.r�on•tgaty twe tnNn `� euruvy wog A'a7aea N«urmnc�wan r d.- eetig rme d F#actw.a t�Srveye�a W tti ww rat Stole 119tocmbn a A'otblbm p PIPE FOUND to w pmeai to encm trr ewey a p.�pam. . STAKE FOUND tm ngmy oro r�g.wt�buo.Inge xfi .a,.ro"a�e ro w wng+r..a ur tenaig w+nunon [arlCtca• IWo ae rot O'awtlHlNw to oGdRlanol IwlIIukon! AREA = 861,644 S.F. or IAM ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.UC.NO.50202 GRAPHIC, 5GALE I"_ we RiVERHEAD,N.Y.11901 —` 369-8288 Fax 369-8287 REF.1\Compagserveevro8106106-229a. IUILDING a UNDER J 308' TEST HOLE 21.2' Q N 0 F ANTONE &GERALDINE BERKOSKI II � w 0 a o ^ U M EROSION &SEDIMENT CONTROLS W M Shall include but not be limited to: O U (�] A well maintained Construction Entrance, MM �D N Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before W Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. o 4 N v co � W O APPROVAL OF STORMWATER MANAGEMENT ° m m CONTRO PLA -T n Code � `O o � L _ 7 2 6 Approved by: z v CU 00 41 )ATA: ZONE: AC SCTM # 1000-83- - .1 CZ U. N 4 U. LOU TION: EXISTING: ADDITIONSt TOTAL: LOT COVERAGE: EXCAVATE: FILL: 419 LO U v N y ' v ZTY: 86,644 1.9891 acres - - 0 W P, AREA OF - 39200 SQ.FT. - rURBANCE: SE: 2355.4 SQ.FT. 1722.4 SQ.FT. 4077.8 SQ.FT. 4.7% 300 CU.YD. 150 CU.YD. W 2CH: 31.6 SQ, FT, 355.9 SQ.FT. 387.5 SQ.FT. 0.4% 3 CU.YD. 2 CU.YD. U V OCK: 460.1 SQ. FT. 100.0 SQ.FT. ! 560.1 SQ.FT. 0.6% 3 CU.YD. 2 CU.YD. di )OP: 39.2 SQ.FT. -15.9 23.3 SQ.FT. 0.1 % 2 CU.YD. 1 CU.YD. 2CH: 248.1 SQ. FT. 248.1 SQ.FT. 0.3% 3 CU.YD. 2 CU.YD. D POOL: 880.0 SQ.FT. 880.0 SQ.FT. 1.0% 175 CU.YD. 25 CU.YD. f UU . Y BLDG. 1200 SQ.FT. - 1200 SQ.FT. 1.4% - "ELLS P, 95 CU.YD. 40 CU.YD. A ` \SiEftEDq TOTAL: 4086.3 SQ.FT. 3290.5 SQ.FT. 7376.8 SQ.FT. 8.8% 581 CU.YD. 222 CU.TD. �G �,EV1N S RC'y / MEETS&BOUNDS BY: JOHN EHLERS SURVEY DATE: 04/30/2007 * n MS DRAWN: MH --qSCALE: 1/4"=1'-0" , RODERICK VAN TUYL 07/12/1988 JOB#: 7 � * October 24,2017 3 9 �`k- SHEET NUMBER: �FNEW-(0 G, S. 1 N / 0 F D0is5 u D6. N O / - LiEB VINES LLC PORT-A-LAV TO REMAIN DRp j Vq6 )5U 1 R t j D TOWN OF SOUTHOLD ON SITE FOR DURATION ' r� OF CONSTRUCTION CONSTRUCTION DUMPSTER 1 60' TO REMAIN ON SITE FOR 1 6✓C •' S 40031'0" E I DURATION OF CONSTRUCTION I _ H 1 1 I— _ i I I H / \ i SELF-CLOSING ` 1 H I B'X4' 1 ! SELF-LATCHING I DW — _ GATE s� \ N N HCN N Vi 1 P O\EQUIP. H "1 I— +;?•r ?'{' ,1..,�+'. .{`> a?it�i"i',�>•ta,:ir,'t:n:.S,•,.��'�•ii.'r, +al _ - - - - - - 0! I Ix.- ,,... ,irSairr. ,ry.,r--,•�tY -{UFth".7•,T.t',Oat 9„t- .:L „i J,. .;t}>.. {>?:-a:;fai{.';,'.�,a,;{.it ;>:. .{a;tI— +s- }`.f r 1. *v",,,, - ,, ".T,1„". ,1;- Ftt,-k1: •, ,t, k 8.3 ,fy A.h1`'1•rYt� •'ty"h§�;tr ,.f(11" r..t�'..i�J:, �tY:i'F.,w.,tJ.r'+t .wi r. r..t M1 rd1'.a'�..4 s,*f•�t i Ft _ t;a3.s3:3:73-�::t.�.?} .tJ,: :ti•' '+' �t-H"v n,ra.i v`�t'i:. I<.r-If Y•o.r7 v,�V , . •;t`f,. ,,.:u.,J..ta,. ,a,. 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ROU D 1 I- .,�ti're,r. r,v i r,.Fii'�tirw'.t7rat, 7t,1,h. { t .+ fj.y {r a•r->..t,r;=>.;.r, F"r7d?�1',.4°�r{tf..`e t r t>1},•q,l..iJ::t Ni7:�t�,':is S?I.gk,�,�irt.^,{,y �,,YYi' r,Y%,t},1'•w4,'"-.t"�r L - o,, r dl�+"m.,i:rr�,;1.q� r,, �} •{•>,Ji'{a .qs,• ia.yt}"3 t:y4+ .7 POOL DESIGN ND I—I .........,;. yyt sS .r ,.. w f PE IT O I ^ i— „ r��t::r'i�>.- 'f:itS>ir•:,� ra,"•` ;}.1•}3t3�t� c>,.rai i'.f .t4,f i '`, BY POOL CO '�' I 1 — — •f J z r{it..r i?`3,r t �r. ay�r- r.•i'r t.l 2, .�,i;i rxr°i'"li`f -PA _ PANY Ol ib_yr,S ?7J?f : rt>•s't t ti? i"/t%'`JR i` is :i r SELECTED B OWNE N -r• / a* �i r,Y:(N, _�5'..;trv+ffv,'Y. \�/J11�. %O / \ tr>Jl`a7 .tSf.,-a� ,. ">.?,`Nc en G -E - _ H rd� ,.,a , ?.. ,rt t / _r- 44.0' IJ `�i ;fiai %�,�`tr•. ...n r+,'"�"rS:Gi,=�;,•� ,!� _ _ ,� SELF-CLOSING j H \ EXISTING® i i�Y'r'r Sr°Ait' ;r'r qzi;. /GARAGE/ = SELF-LATCHING] \ / S - f,`ty.}�%Q;' /�� GATE 1 H OIL 1 H •s iY, . zt;.. ;s `STY. 8D'XW12' I 1 ;,a7rfl:;;,ts trYt;tiY,,£':1iJrbfS�rJYu`;. ADDITION (`� \ � 'i>.}IJ•[a•,a .kJ "�a(. 'ttJ:{>,%•>•�a:i.•"i+ Pi''t' _ _ - __ � _ _ T 1 U a•r•^,>,. •..p,.;d.,{ "!,g x z''"7>?"+'+?tTi,�"r•`� ' Li r"ti 3401,srrSttS'.M t`"!,g yr�yfix orf t,nt ;tYS'ti, \ / 'r'7 'r•.>}:Srte,4>,itv+,ror,tti?_.r.,.i}J�,;.i;ta�Y`•f;'fvxf ;.nf Y>,ry't" t'{�; tl ' VI — — CONCRETE 7i r✓ : ,�t 26.0'. _ 44. i U / ,{}>'^xi`ta: 2N-A, } a:{ .�;{>-a.la, / _ / �`:""tf,rt1:Y-: �+'SKf,y'S j 7?>?s.�J..,{4 nJ.,>.•fl. rr tJ.,r�r-. qsr;>.;,Yrr°��;i>..,f.`ita,`< •f`• // -. WASHOUT :YSa?ZTYr�' tr;g5rr�rS4tilt>(}ia' t P:r . i i;yiit}iirYt✓ �iiD Yt�>ir^ fal"Sy' 14 -�I l• . . . '._ ° COVERED PORCH • ADDITION 61 u f' 4 fr1 f{{U 14 +� . r �jy� .!.(:! r� ;'Y`tfi:y r"td �rdi• A 4 'Yffr}rti t 7f 7J' fri r Kr l+ytt r<dr K j{it§�y�v,i• / / .f.J,,4 u a tJr r�r r�J fJ �; -i,• td ,}1 ,CC,•"r t'''t _ - CO / i•l*.;.y,`.v.,J,1,N,;Ty $.`K ''`i`''>; f.r't`t•;,r;ii�;;"�r,,$t! .r?y, OI 21.0' • ! r-={,i•,Yi�d@r,:�a�,r;,^tk-^�Fitylt�t:L'3'r'.;+f: '',4.,'<'i,�i-'"••i-{ifiur�'-Ss; 31.5 _ �j r b t` ' Ta` y-3•[ a t' t >. a;, .: 2 STY. 7.8' PROPOSED FENCE 6j ia'r,YiXfu$ ;Y}a!3w53r';{SYyS�Ktt �i4�t;3n�Ys.'�Sttir',.'rti,g;,y ,r, DD lO _-----------_.i ;' �: 'M aY,dl aYiY•reG;,or: ,l ,,r, �j ; r ;�'}"ft IT N 11,_A 1 D / 'w#tt>i�ttrFr;{';yif fjt�"�n;'� y `1tf °Ji1Ss',zaiCO SELF-CLOSING i vr•�?s�•ti+`rtti::iT}';J'Ma':dk'%>'C�+..i>'. ':4iJ'3[.,}• V.- Lr; i ii ¢; ,-0f vi'- r•,ti, r�,Se,r,,;.*a-1•,,;� flS ar,�r• 4 fr nt,L r $f-r, //� SELF-LATCHING Ili r fn,ta'irFt'..ji'`r�":+3�;�'" ;{:Yi';;io'fiJ��ii{fi�•{i�rT=,r• {Tt�'1a;t>'•itJ{'J,:ie�:i a�t{'', H(� / J•i'4•a Ya? /; 2 STORY FRAMED DECK GATE I r{Yrrt•,Y;,fig.lts�t,;,, ;..,.._ .,,,,� I�x,,..tai;-,=,��7t;',tt^I,;.,,,,,;,;,,K,.7.•,�,' RA HOUSE ,, a't a,'=*a,•, ;,!i`:s',^i.• J.:il" f..iJ•a,••f a..,y;: ` I j;xra,:F�vfY,{il:,Ytq: fiYriv�;;}:l:;;r',i`"ii':,Sd�ali'�'3ff'^>%Cts:11a?fb.ta Ja \� ^1",'rF"'SX•irtjaFv;"s i,.•n;iii�S�'i,fi�,P:M1=,hL,.s r5+':y�t,S{ri-.ef4� >``-t`{,aq;+''?t,`"t-t''tn,,•f{r,'',•s�S=,,`f"v t; 10 drjxi,�x':i•-Syi;;`5, �i,.'il� %fifit�i.Y's'%J y.irt''+;z it 1'i?'rii ais�" �1 •0' CJ ;tJ•t!>L:{,^a, 7•�ir „�.i�.£Y?['a ;y, {b,•�7�fK.,i..•�.,i3J``i•y'sp,v.;>'t '{�'=i:£�. ` /• 50.0' ^,v Fafl,,r.� y ;i� .: M FRAMED BUILDING 4. '1�.�M ,3'a;•,.x1.s2 fqt«'�{{>;;,r}';Y;.ti•.� L};: _j' < '<<t Fi°'r.'`'i`i ' 3?f- COVERI=D ca GARAGE UNDER ,zt�,.� . , s•err• nr. ,-i• ;, r. ;rt ��t� , r,oo PORCH _ �\ 7:{J. ?i ,ir>'ia'{}a?7rEa. .;`>t.et •-r.iV:i,•7i•;f:r,:,+}�':t%.<s.•i3;i3jr tJ;y:.:t?{ FENCING N G ., �. . :,, t t ihti1•,`t1 :t;y ,, {ti, - ..rYir2f U•1 !/ SILT F \ ,SJ.{:J i:j''S. •ta..I..,aJ'+..., -AMFIIMP : `L,.1 r '✓ •-:�,a jira`tl,i,^.� � t rtitidrt i�r��i r`ti of,l�-r;y�ry'i,p:r i t 1,'"i�: �ai`t", i`ii; .r s1r$,•'ir"..'ti.,�t�5"f r`s'Y? 5 i M ,t' {}J, a''`.i`*✓t a J ;ya f y>,.la:` .•,^•t;,,.s;i•}a•$a 1 Vt \ �`'�{�?(fit:f£':{•i'it0<t"a+'.Y;e.?�.t,'r>cJ,rs,,.t�(o.,'i,Sii.�n1�,�5:��7Y..ttfSi f;x�,��i�4,"rt,`,N:r{1..4"t � 44.5 •5 O \ to• f 'i rdf,• r «v ii,, h G TO B E �:} . �,r;,tJ34;.Yorar+rty r, „14�:r ttr rjft r,.y^r it fi?` r a t�:f Tari<:xr M 10.2' ]� s;,$-<,:.; F 1�-_ t rte 'r ADDITION Y` 't'tai?Faf,.,('ty �:�.i�},•,,:v.;l )R-.4'T3�n1,it.1.{.r S�ilJt.f.V�lY;lfzyty�`1''i ti)t t l,'7. M '.^•^rF'Sr i> . .aJ�iJ'. t f 5 ;tai n `s'{i3r...,•,r?fi��, .tJ w a:L,rj4ry :,:e v;i \ Ln r i D FROM ,: i?J ,. ;n,.,rt,r:: Pr Y..IS( ^v4 Y \ 11111Z7ZZ7Z � ' sr ri)rY: ,e`r.fS $.r�:{i^•Y -}�•ta" "•`d;ra:}fi°s**.✓'d;a+ _ H 21.2' ZK AS r, ?%; ''i; =f<t .r% r,Y ,, i,:.� , nr' ,, e tl r`rt «t 5”i �, r ffr low +.,.>.'J;.r t a..,J•.a..,'ta'+"`5,1t>� {�•,�'d..ii.�,i Yfr•,`.,ft -.1r'J(;r�l�i � ` / \ N ..tY?�'•: �,'•t>idf3M1'Y� }•>m;: ttr�tijj•Yr>� �t'v ;�:'d,, ,•,'`,z. i��f1'i•; .I 8'X12' I 25.0' -E PLAN ,. : ; r, ~ r DW 3.0 -i^5 1�Y'.•i't f i,Slf yd�' �t� �\A RY>r, ' 11, � . . / O — rf•,J; — l:�isrt',ir.ta:�'1�;'r•�e'frt Y,s�ri'i Si L OUT BUMP I — •fit(;.,`„ nyn,.r'�,:;�?:Y1igF` +;lr:i TO E I 1 eS»�:'ay`xYSt rfl 65'fV J.iS.n �i,�r•t;�'�,�s;�tr; REMOVED r `' ?r•f.�};ra;,b�i•t�., r.fiyt,;Y T -T T -r -i` -r T {-� T T t -� _-` -`-- ---� - �»•_+ r,4�if'.�S>v� ..(.f tS>•yjrf;r _ `_\ ;{fli h'Yi,��.'{I t KPJr`ai£'"ln't,',I�:r .tV3"'N::�?a+�. N.- EXISTING .�`rJ•?;t;:b..;f>r,fy• '7 iJ,•Pt''tin�'`t� \,, vt>;%at:{Se:' :rii'NAi��.'_n"z�t7,�r: i. {tiY.. ....lS:e I SCCT� — a, ) fr: � I SYSTEM — .rtr yf�,Y',id Yy�war: eY�',k�',•t'�*r :•.. t� a'�r`�Si','n:rji+�'S�i rte`' I ., i;'>IY;t�Y;�`'1i;��tAi��r�il;'(,�i}t^�• �r`�r�;��.- "\ h,T�`'}��•jxlii�'�.i ISj�:fii�tiTY:s3��,�+�t':k i I ., ,+�tflJ.'"f�e±tJ 4i ^t't�v`��z'•<i4'II?ia`:`''+"Ct REScheck Software Version 4.6.5 CA/li Compliance Certificate Project 8960 Cox Lane Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction -•--- •-- _Conditioned Floor Area: 4,244 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8960 Cox Lane Mike Boyd Mark Schwartz ,Cutchogue, NY 11935 631-926-2919 Mark Schwartz&Associates mbsbs@aol.com 631-734-4185 mksarchitect@optonline.net Compliance: Passes using UA trade-off compliance: 0.4%Better Than Code Maximum UA: 568 Your UA: 566 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter 'Ceiling 1: Flat Ceiling or Scissor Truss 2,787 30.0 0.0 0.035 98 Wall 1:Wood Frame, 16"o.c. 3,466 21.0 0.0 0.057 167 Window 1:Wood Frame:Double Pane 425 0.300 128 SHGC: 0.30 Door 1: Solid 42 0.350 15 Door 2:Glass 67 0.300 20 SHGC: 0.30 Basement Wall 1:Solid Concrete or Masonry 2,240 0.0 10.0 0.061 137 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 18 30.0 0.0 0.033 1 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 t-the 2015 IECC requirements In RESc�� Version .6.1 and to co ply the mandatory requirements I' ted in the RES Inspection Checklist. �) Ilw✓ l /Ir�l1� V JII�Y' I d /l Name-Title U Signature Date Project Title: 8960 Cox Lane Report date: 12/04/18 +�Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Pagel of 9 I CREScheck Software Version 4.6.5 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 0 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. , 103.1, Construction drawings and `' ❑Complies ;Requirement will be met. 103.2, documentation demonstrate w ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable G Systems serving multiple ❑Not Applicable dwelling units must demonstrate ; compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 Ion loads calculated perACCA 4-0Manual J or other methods Btu/ g Cooling: hrBtu/hr ❑Not Observable ; approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: I 1 High y Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Lew Impact(Tier 3) w Project Title: 8960 Cox Lane Report date: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 2 of 9 Section plans Verified Field Verified #; ° Foundation Inspection Complies? Comments/Assumptions & Req.ID Value- Value 402.1.1 ;,Conditioned basement wall R- ; R- l❑Complies ;See the Envelope Assemblies [FO4]1 I insulation R-value.Where interior' R- R- ;❑Does Not table for values !insulation is used,verification U ;may need to occur during I l❑Not Observable I Insulation Inspection. Not ;❑Not Applicable I required in warm-humid locations I I I lin Climate Zone 3. I l 303.2 ;,Conditioned basement wall ❑Complies ;Requirement will be met. F. [FO5]1 Hnsulation installed per F` ❑Does Not lmanufacturer's instructions. [„ � ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall l ft l ft ;❑Complies :See the Envelope Assemblies [F0611__ insulation depth of burial or l ;❑Does Not l table for values distance from top of wall. l l l ;❑Not Observable l ❑Not Applicable ; 303.2:1 A protective covering is installed €, ' ❑Complies l Exception: Requirement is [FO11]2 to protect exposed exterior �..❑Does Not not applicable. ) { t minimum of 6 in. below grade. !insulation and extends a . []Not Observable I e ❑Not Applicable l 403.9 . ]Snow-and ice-melting system ; - ❑Complies :Exception: Requirement is [FO12]2 controls installed. ` - []Does Not ;not applicable. J ❑Not Observable E ❑Not Applicable l Additional Comments/Assumptions: r 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 3 of 9 t . 1 Section Plans Verified Field Verified qq Framing/Rough-In Inspection Value' Value, ,Complies?, Comments/Assumptions 402.1.1, I Door U-factor. ; U- U- ;❑Complies ISee the Envelope Assemblies 402.3.4 i T❑Does Not ;table for values. [FRl]1 !,[]Not Observable ;❑Not Applicable ; 402.1,1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402,3.1, iaverage). ;❑Does Not stable for values. 402,3.3, 402.5„ ' I ;❑Not Observable ; [FR2]1 i ;❑Not Applicable I i i i i 303.1:3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1, are determined in accordance ❑Does Not — with the NFRC test procedure or " taken from the default table. i ❑Not Observable ; []Not Applicable , 402.4.1.1 Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ; []Not Observable , ❑Not Applicable 4,02.4.3 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/A440 , or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. , 402.4.5,, ttIC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 (sealed at housing/interior finish []Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ;j ❑Not Applicable ; 403.3:1 !Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR1211 hnsulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ 111-6 where<3 inches.Supply and []Not Observable I return ducts in other portions of ❑Not Applicable ; Ithe building insulated >= R-6 for !diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 - llductsorplenums. j" `❑Does Not U ' ❑Not Observable ❑Not Applicable 403.4; iHVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR171]2 I above 105 4F or chilled fluids ;❑Does Not below 55 4F are insulated to?R- ; ; ; BJ • , t 3 ,❑Not Observable , :[]Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;,Requirement will be met. [FR24]1 piping. []Does Not C®J ❑Not Observable ❑Not Applicable 403.5.3 I Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]z >_R- 3. ;❑Does Not ;❑Not Observable ![:]Not Applicable 4016 Automatic or gravity dampers are ❑Complies ;Requirement will be met, [FR19]2 installed on all outdoor air ❑Does Not I intakes and exhausts, . [-]Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 12 jj Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 4 of 9 Additional Comments/Assumptions: w 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 5 of 9 Section Plans Verified Field Verified' #; Insulation Inspectio_n . Value Value Complies? Comments/Assumptions &Req.ID 303.1 : 'All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]24 ;or the installed R-values ❑Does Not {provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1] 1 ❑ Steel ❑ Steel ;❑Not Observable 00 ❑Not Applicable 303.2, Floor insulation installed per ; ❑Complies !Requirement will be met. 402.2.7 manufacturer's instructions and t ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,orfloor []Not Observable ; framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous ; insulation is installed on the underside of floor framing and , extends from the bottom to the ; Etop of all perimeter floor framing ; 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 r.-1Wood ;E] Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation ' requirement applies(FR10). ;❑ Steel 1❑ Steel ;❑Not Applicable I 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: L P i 2 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 DateI filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 6 of 9 Sectibn 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 stable for values 402.2.2, I ❑ Steel ❑ Steel 402.2.6 ❑Not Observable [FI1]1 : ; ;❑Not Applicable ; i 303.1.1.1,i Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [F,12]1 I Blown insulation marked every 300 ft-. ❑Not Observable 1 []Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]z insulation include baffle adjacent _ ❑Does Not -- - - - to soffit and eave vents that extends over insulation. ❑Not Observable ; t ❑Not Applicable ; 402.2.4 JAttic access hatch and door R- R- ;❑Complies ;.Requirement will be met. [FI3]1 E insulation ?R-value of the ;❑Does Not !adjacent assembly. `E ;❑Not Observable ❑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 PDoes Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 40'3.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i I handler @ 25 Pa. For rough-in 1 :❑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 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ftz I ftz I❑Does Not either: Rough-in test:Total ;leakage measured with a 1❑Not Observable I pressure differential of 0.1 inch I ; ;❑Not Applicable ; 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 ' handier enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies !Requirement will be met. [F124]1 !by manufacturer at<=2%of g ❑Does Not design airflow. ❑Not Observable ; ❑Not Applicable 403.1.1 : ;Programmable thermostats ❑Complies :Requirement will be met. [FI9,]2 installed for control of primary ❑Does Not ;heating and cooling systems and ; initially set by manufacturer to ❑Not Observable !code specifications. ❑Not Applicable 403.1.2 i Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 :on heat pumps. []Does Not !not applicable. ❑Not Observable ❑Not Applicable 403.'•5.1 i Circulating service hot water ❑Complies ;Requirement will be met. [FI11]? Esystems have automatic or ❑Does Not 66 ; `accessible manual controls. f " � - ❑Not Observable : I ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 Datal filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 7 of 9 Section Plans Verified'' ,Field Verified #' Final Inspection Provisions - Complies? `" Comments/Assumptions & Req.ID Value Value• 403.6,A All mechanical ventilation system ❑Complies :Requirement will be met. [F[25]2• !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy i 1 and air flow limits. ❑Not Observable f' ❑Not Applicable 403:2 I Hot water boilers supplying heat ❑Complies !Exception: Requirement is [FI26]? !through one-or two-pipe heating _ ❑Does Not not applicable. ;systems have outdoor setback `control to lower boiler water []Not Observable ; !temperature based on outdoor ❑Not Applicable ; !temperature. i 403.5:1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI280 have a circulation pump.The ❑Does Not not applicable. 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 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 I. when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems []Complies :,Exception: Requirement is [FI29]Zr' comply with IEEE 515.1 or UL []Does Not not applicable. 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 ;Exception: Requirement is [F130]21. -!have recirculation pumps that ❑Does Not Inot applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable 1 water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water ; system. Pumps have controls ; that manage operation of the pump and limit the temperature ; !of the water entering the cold E water piping to 1049F. 403.5.4,, !'Drain water heat recovery units []Complies ;Exception: Requirement is [F[31]2 !tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side E pressure loss of drain water heat ❑Not Observable recovery units<3 psi for t ❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water f 1 heat recovery units< 2 psi for ;individual units connected to ; 'three or more showers. I 404.1 :75%of lamps in permanent ❑Complies !Requirement will be met. [F16]1 !fixtures or 75%of permanent ; ❑Does Not :fixtures have high efficacy lamps. , Does not apply to low-voltage r• ❑Not Observable lighting. ❑Not Applicable ; 404.1.1; !Fuel gas lighting systems have []Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable V - 6 ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8960 Cox Lane Reportdate: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 8 of 9 Section L Plans'Verified Field Verified # 'Final Inspection Provisions j Value Value 'Complies? Comments/Assumptions & Req.ID. 401.3 ; ;Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]Z ; E ❑Does Not E ❑Not Observable E ❑Not Applicable 303.3'' ;Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3+ ;mechanical and water heating ❑Does Not !systems have been provided. []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: I i 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8960 Cox Lane Report date: 12/04/18 Data filename: Z:\In Progress Jobs\8960 Cox Lane\8960 Cox Lane.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 10.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System• Cooling System• Water Heater• Name: Date: Comments I \ ( 1 v 2'(3)2 5 "HDR 25'-61/2 n J 28'-0" \` PATIO ON GRADE -- \ ' ) �` 2 UP oz O -- v ---------- STORAGE T-0" TC:) STAIR-6'-8"AFF 1 I " J -----------! �t / \ \ J \ 4'-8' _j .r----------imp --� - - - - --L- -- --'- - - J---! ----J---- J- -- O 45min FIRE RATED 0 ----------11 0 N __-_ __-�_ 1 / / 1 � DOOR w/SC HINGES NIcv _ J J X ----------J x - - ? > INGR U D POOL00 AND STEEL JAMB I 1 i'-t, 1. _ J ----_--=L- - - - - - - - - W- - • - • - • - • - - - (3)1-3/4X20 ML z N c� r f / 4� M - --- N M DD D �- �D 5 B r - O - _ � 0 " � � � � J J ' J , � � ) -_ � J o GARAGE N - \ - 1 ,� > =-1 - �� I- - -J--- -- ----_ v 5/8"TYPE-X FIRE RATED SHEETROCK > I ^ r > J J \PATIO ON GRADE 0 x ON WALLS AND CEILING --- ---/ -�' - ---- \\ - - --� --/ -�,�-- --) \ -/ J r '-I - J \ J -J-�---, \- - J -- \ -� / - - -- ci J LINE UP POOL EDGE GRASS - - \ � GRASS w/CENTER Of DOOR N (v r ) (v 5 r j ) IJ ) (~ r 5 r ) O H v -� 8'-0" - 4-�0'-,61/z" 7'-5�/z" '-9" 10'-2" 11'-11" 13'-2" Q 0 q J Lu 45min FIRE RATED Of N i � - ^----- CW25\� � � � J �-- 1_- w DOOR w/SC HINGES I -MATCH WINDOW- AND AND STEEL JAMB �N -IN PLAY ROOM J \ J o3'-0" - - - 0 `r (3)2X10 HDR (3)2X10 HIR. ' ' ' 3 1 f4X9 1 -ML-GIBBER ' _' 3 1-3/4X9-1/2 ML GIRDER - '_ _' ' M �J3 ( ) '- {3)1-3/4X9 1/2 ML GIRDER _ 1 1 - - - - - (3) 1-3/4X20 ML - � - _ _°c , �. , 14X14 FG COLUMN uj ---------------------------+� 1 . I w/6X6ACQPOST wl " - HALF o i (TYPICAL) I " o 1 1 q I I '. .' 1 ' ' o I o N MUD ROOM , , +� N oI� �Io M N BATH CO ell � ,HATCHcc PORCH , til o I i 1 00 NEW DECK ��" 2X10 F1 �� y 21'-6" 3'-7" I 31'-6" .11 @16_ X ' 12'-6„ r MII 'IM `♦ 1 M (3)2X10 HDR 1 1 fWH6 611ASR `�1 FWH60611APLR FW 0611SAL �, - - --- ------------------------- _ - - - - /2771 <3-0 3'-0" 3' 0" 11'-�" 7X5-1/4 PARALLAM i PARALLAM I I (3)2X10 HDR I I (3)9-1/2 HDR (3)9-1/2 L HDR (3)9- ML HDR \ COLUMN I i ik\7X5-1/4 COLUMN I I I I 14'-0" "' 28'-0" I 6'-81/2" U O 1 1 O WALL LEGEND '�j N I i i ( NII I 1 REMOVE EXISTING PERGOLA / O REPLACE DECKING AS REQUIRED-------------- , M .______________, WALL TO BE REMOVED � I w I II 1 U 1 1 „ � LIVING ROOM EXISTING WALL I ' I I DINING ROOM NEW WALL A a ; W I 2 4 FORMER FAMILY ROOM I 1 GENERAL CONTRACTOR TO REVIEW EXISTING STRUCTUAL CONDITIONS NOTE: v a I ; a I WITH ARCHITECT AFTER DRMOLISION IS COMPLETE TO REVIEW If -- -- -- -- -- -- -- -- -- --- DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL g ' ' R UUU ADDITIONALY SUPPORT NEEDED FOR NEW WORK ANOVE Lu I I [INT.:2X4= 4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6=6"] LO w III t-- I I I Lu L 5 '� O 48"MASONRYI : "- i O ' GC TO REVIEW EXISTING o DIMENSIONS OF NEW WALLS ARE FROM STUDS "N o, FP w/FL.HEARTH oO , , oo (3)2X10 DF#2_____ ___ ____ __(3)2X10_DF#2---- X ____ \ � 'L . - . - . - . - [ /INT.:2X4= 3-1/2",2XIi = 5-1/2"] �O IQi % Ln ' ' in _____ ___ ---- ------------ ---- EXT. - STRUCTURAL CONDITIONS w ' ' AND SUPPORT TO CHANGE M N I~ j --------------- M M m- . BE RING WALL m d+ O _ --- -------------- --- �tlh��-�Kl>•L'-k°O -� -� OR ADD AS REQUIRED N % �� (2) 1-3/4X9-1/4 ML J (2)1-3/4X9-1/4 ML 3, (3)2X10 DF#2 " O 1, x LO � " I I PANTRY 0111 EX. DECK `�,S�RED qRc I o Xv i X, incc 1 I �EV1N SC /� 1. VERIFY EXISTING CONDITIONS,HEIGHTS AND DIMENSIONS.ADJUST ` _ _ ,, ' ' �/ 1f_ �� 'SGL �" �+ w g � DIMENSIONS AS REQUIRED(VIF).PLATE HEIGHTS TO MATCH EXISTING. I I 1 I ®� " i i , , , ,�� y� z� � t REPAIR/REPLACE EXISTING DAMAGED OR DEFECTIVE MATERIAL AS y v (2)2X10 DF#2 v 1 i i ' s -1 O " REQUIRED. ' ' - - * N � 2. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH N o i i _ - - - `� *rz �' �_ RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER � X I I EX. KITCHEN o '9j, 0 339 Q' �, u E MANUFACTURE'S INSTRUCTIONS. 5' O" 5' �" I ALTERED "I �C`O � ---------_ N v 3. PLATE HEIGHT AT 8'0"(MATCH EXISTING)UNLESS OTHERWISE NOTED. o� O W I I " I ----------- 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. d i i 0 i DW --- - -- (3)2X10 HDR (2)1 4X9-1/2 M w/V STE DR. (3)2X10 HDR o o 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. --- ---- LAROOM FORMER LIVING ROOM - _( 'oe CW14 RVH 305-60611APLR-305 Sin MULL CW14 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER Lj' o E ALL BATHS.PROVIDE BLOCKING AT 8-0"O.C.AND MIDSPAN. 4'-3" 10'-81/z" 10'-81/z" L E-� 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �� " UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK O N 10'-6" (ADDITION) COVERED PORCH NEW 30X30: r. O STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH � SKYLIGHT 1 zc SIDE FOR MICROLAM HEADERS. j� N� 14X14FG COLUMN 5O'-O" 6"BELOW FIN.FL. ; i EX. ENTRY C V) M w _-_-- CATHEDRAL - CEILING � 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS I^ (TYPICAL) (MAX.10'OC)AND INTERSECTING:,WALLS,LOAD-BEARING WALLS, 0 AUG - 1 2018 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 00 , , (3)9-1/2 ML GIRDER ;_-'; (3)1-3/4X9-1/2 ML GIRDER ;'--; (3)1-3/4X9 1/2 ML GIRDER ;-"; (3)1-3/4X9-1/2 ML GIRDER PER CODE. - . � . - . - . - . - . - - - . - . - . - . � . � . - . - . - . - _ - _ •----r'�- " 1 . �..« . �... . , ., , ,. , REPLACE EX.DOOR CLOSET :REMOVE P L DOWI`j w/FRENCH DOOR r,U7Irl i';1T7"T. Q' 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I I STAIR.CL SE OFF 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING cV ' OPE ING ' T ' m- �D HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2 0 1 - 6'-51/2" " 10'-61/2" 10'-6'1 1 - " 3'- NAME: EXISTING: ADDITION: TOTAL: 10. REPLACE/RELOCATE EXISTING OPENINGS AS INDICATED ON PLAN OR x AS PER OWNER.CLOSE OFF REMOVED/RELOCATED OPENINGS AS REQ. 1ST.FLOOR 1ST.FLOOR 44'-6" O CONDITIONED SPACE: CONDITIONED SPACE: 1072.2 SQ. FT. 2796.2 SQ. FT. Q 11. REMOVE EXISTING PULL DOWN STAIR.CLOSE OFF OPENING. LAUNDRY ROOM , 1ST. FLOOR PLAN FORMER BEDROOM 2ND. FLOOR 12. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. CONDITIONED SPACE: 549.1 SQ. FT. 852.9 SQ. FT. 1402.0 SQ.FT. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 '�h 16" 16" 0-I a OFFICE i tt i t 1"1 W GARAGE: 600.0[REMOVE] 1253.0 SQ. FT. 1253.0 SQ.FT. � 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SCALE. 1/4 - 1 C 21/Z O O O FORMER BEDROOM BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 3'X3' SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE NE BRACKET UNFINISHED ATTIC: 1253.0 SQ. FT. 1253.0 SQ. FT. AREAS. 6X6 MAHOGANY _ STEEL PLATE EX. BATH EX. W.I. w SE PROJECT NORTH SEALED&FINISHED --- ' O O NO, SW(FRONT)PORCH: 30.9[REMOVE] 387.6 SQ.FT. 387.6 SQ.FT. 2/z" DRAWN: MH/MS 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. MORTISE 5/8"CARRIAGE BOLTS � NE REAR PORCH: - 252.0 SQ.FT. 252.0 SQ. FT. sw BRACKET ------------------------- --- ( ) SCALE: 1/4"=1'-0" 15. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 45 deg. @16"OC(TYP.) ------------- -- -- -------- O JOB#: 5/8"DIA. 1 SE(SIDE)DECK: 460.0 SQ. FT. 100.0 SQ.FT. 560.0 SQ.FT. GALV. THRU BOLT 5'RAD. July 26,2018 16. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS w/NUT&WASHER (3)2X8 HDR HDR SHEET NUMBER: OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. r 4 NE(REAR)STOOP: 39.2 (REMOVE] 24.0 SQ.FT. 24.0 SQ.FT. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. PLUG MULTIPLE FLITCH P LATE DETAIL HOLES CW235 i 5 I I CUT BACK CANTILEVERED MOOR Ll � 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. NTS NEW WINDO NEW WINDOV�/ Aj _ Ri , ------- _ , REMOVE WALL FRAMING `� D[1 _ INSTALL NEW WALL,FLUSH w/HOUSE �3 _� /t DI;r/,1 EtI�)rL r1 1UrrEI Must provide Manuals REVISIONS: P1owcr door D, J and S as per d ductwork NYS Enemy Code testing required. N 0 F N 0 F PORT-A-LAV TO REMAIN !1 TIE: 2-• � •.� _ R.r-. LIEB VINES LLC TOWN OF SOUTHOLD Zo .I ON SITE FOR DURATION _ `c OF CONSTRUCTION I Z.I�I _ ?. � -,-,'u_ I 1 CONSTRUCTION DUMPSTER I 1 7t;:: ,';:',1,`) „'!F i V r : `_T 3 01 .85' 160 TO REMAIN ON SITE FOR 165 V �� DURATION OF CONSTRUCTION S 48 310E I Tl�ld I'V C, RRC�I RED _._.._.._._._._._._._._.._.._._. 1 ._._. _L._. ._._._,_._.._._. . I POS FENCt� 1 1 -PROPOSEDffNEE H _ i I I n / ♦ i SELF-CLOSING H I 8'X4' I 0! SELF-LATCHING DW GATE N H ;�_ I'; --f, v.POOLEQUIP. N v� �I t ,�-.+� 51. I. r, 'r.�t Ir ".-.- .. " + I`i.,,F: I - 1 F < 17- T I LL; _ ,I,,..',T _% 4 L P,-EET TI_I' -, -- . :. r , �� r- t i �; F;:_ "tT G. PS'=GC'QC G'"IIE%A H % 28.3' I I, � ;F P. t P- .�� '' � � �'.`�I i �_,�' � �.�; hl �I 0 � . o� r-• 1`il P,:':_ 1 tl;,S 'P E FOR I e--- / DEE i o / i , -, ,.T�* n 4 6 1 - dam "' Sit 6Jw, , OR l�_I ST Fi ILI i; lOiN ERRORS. I'I' � � � I ��s � i. 71_ r e...B ► V i 1; INGR ,1 ' / j `( ( I , o F- (�� 'g �IrDp ", Ir Q W F I - - / i / l I POOL DESIGN ND PER IT O 1 �I *..., � is e.' i �!'��. BY POOL CO PANY 1 �I d" All exterior lihtr:t I H / 'PATIO O I SELECTED B C) N Ln / 1 GRAD , , oWNE �� , II installed replaced or l �t/ / j rv1 E I' I 1- - Lr) N �' / '_� . L _ 44.0' SELF-CLOSING L P RETAIN /, /GARAGE I STOR�� VI'ATER RUNOFF N EXISTING® , _ SELF-LATCHING repaired shall conform r SOIL // I � i +- r_, ' , { _} GATE 1 P PURSUANT TO CHAPTER 236 / , / ;TY. i to Chapter 1"I N N Il LOCATION I WELL �/� ,/, t T .�1F, 1'8'X12`1 i u P OF THE TO�VN o /// J t_f - _ DW i u CODE. N of the Toy m Cc, - Li AA NA c - NA ` , _ _ . ' CONCRETE /0 _ - // 26.0::, .: // ,:,.•....� 44. _ u z WASHOUT i,4 0' /�/j� j /i, , % j /� - - - _ - ! -kl - -- - - O �� / //..//..1.1, ;//' ' , 651 t / ' / - 7 LLi ELECTRICAL IN:�1't- 10N REQM. ED VA, ` _ _ l-._..' _: f. ;COVERED PORCH;a/.�.: ADDITION of u F--I 01 2 STY. / i OPOSED FENCE �I •O' �r-�.� ' I I ) D 3] 7.s PR _._._._._....... PLU;v, z s G�� T/FfCATION c I r -QUIs t� I I i DIT]ON TRUSS PLACARDNG R... � 1 H L SELF-CLOSING �^ON LEAD CONTENT BEFORE ryi /� U1 SELF-LATCHING �.��rwl�"'1!i"f-ICATE OF OCCUPANCY 9 UM \ \ N / 2 STORY FRAMED HOUSE DECK w t� I ''?LDER USED lfV WATER PLUMBING E--( r rv, SU PL 1' WASTE so.o SYSTEM CANNOT ALL PLUMBING FRAMED BUILDING �, o r.r G E 00 / /COVERED PORCH j %/ j °4 GARAGE UNDER EnCEED 2/10 OF 1/o LEAD. �& V ATE O ECOVERING a HAY BAY w/ SILT FENCING //� /�o %/r, ,�/�/51 ri TE,,Ti, a EE 44.5' S.5 d 308' TESTof 0 LIMITS OF CLEARING TO BE ADDITION M rn 10'21 HOLE NO MORE THAN 20' FROM �' - �'_ 21.2' ® PROPOSED WORK AS H INDICATED ON SITE PLAN ti - \ 1/8'X12DVU 25.0' 3 O H OH - - - - - - - - - - - - - -- M---� BUMP OUT � 60' Q TO BE 1 V _ _ - - -- _ I Q � REMOVED 1 ri I i 2 2 = 21111111 11211 2 2 � Q� I1 I Cie �, _ _ 1 N / O / F - - - O ANTONE &GERALDINE / - - - - - - - - - _ BERKOSKI / - - -REXISTING EXISTING N SEPTIC - - -T - - - - - - - SYSTEM - - - - - - - - - 551 w � \ I Oaf N FI CV H (V U ONSTRUCTI N F11 ENTRANCE 11 396.44' N 48018'51 " W 55' M , 6o 0 ^ N LAN Lr, v E CU 0 � tz SITE DATA: ZONE: AC SCTM # 1000-83-3-3.1 SITE PLAN � � DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: u M- v, 00 CU SCALE: 1" = 201-0� PROPERTY: 86,644 1.9891 acres ESTIMATED AREA OF 39200 SQ.FT. STORM WATER MANAGEMENT DETAILS GROUND DISTURBANCE: TOTAL HOUSE ROOF AREA:5312 SQ.FT. 1 5 TOP SOIL AT 100%WATER RUNOFF:888 CLI.FT. HOUSE: 2355.4 SQ.FT. 1722.4 SQ.FT. 4077.8 SQ. FT. 4.7% 300 CU.YD. 150 CU.YD. EW,y REQUIRED 8'DIA.X 22'DEEP RYWELDRYWELL LOAM INSTALL:(2)APA X 12'Y:1013 DU.FT.) S SW PORCH: 31.6 SQ,FT, 355.9 SQ.FT. 387.5 SQ.FT. 0.4% 3 CU.YD. 2 CU.YD. V 3' (TOTAL CAPACITY:1013 CU.FT.) SE DECK: 460.1 SQ.FT. 100.0 SQ.FT. 560.1 SQ.FT. 0.6% 3 CU.YD. 2 CU.YD. O Cn OGEE GUTTER-STANDARD 5" NE STOOP: 39.2 SQ.FT. -15.9 23.3 SQ. FT. 0.1% 2 CU.YD. 1 CU.YD. NOTES: NE PORCH: 248.1 SQ. FT. 248.1 SQ.FT. 0.3% 3 CU.YD. 2 CU.YD. N 1).EXECUTION: [� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, COARSE / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR INGROUND POOL: 880.0 SQ.FT. 880.0 SQ. FT. 1.0% 175 CU.YD. 25 CU.YD. SAND& ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. GRAVEL PAINT METALS WITH PROTECTIVE BACKING PAINT.CEALED METAL SURFACES AND URFACES IN CONTACT WITH DISSIMILAR 3.INSTALLATION: rY, A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ACCESSORY BLDG. 1200 SQ.FT. 1200 SQ.FT. 1.4 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT]DINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 17 CONNECTORS. DRYWELLS 95 CU.YD. 40 CU.YD. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. TEST HOLE DRY WELLS TO BE 10' MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. E AWAY FROM HOUSE o -(ER A!� DATA AS SUPPLIED BY B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TOTAL: 4086.3 SQ. FT. 3290.5 SQ.FT. 7376.8 SQ. FT. 8.8% 581 CU.YD. 222 CU.TD. CJ C ROD'ERICK VAN TUYL BEV IN SC,y yjJ. COMPLETION. JULY, 1988 ► Do C �� 0 0 ° O MEETS&BOUNDS BY: JOHN EHLERS SURVEY DATE: 04/30/2007 '� � �' �� DRAWN: MH/MS SCALE: 1/4"=V-011 RODERICK VAN TUYL 07/12/1988 i JOB#: NSA _ 0 r_>, October 24,2017 339 yOQ' SHEET NUMBER: . 1 REVISIONS: CO F-1 77 O - o 10 z - O I LL 00 O Li �_4� OW 0 � W o a W C? � w z C) wo o LLI - Li I I I I IL 71 11 1 777T7 U L Ij FERN= Ea m KR_M 0, o o ' o , o j o , -- � z PROPOSED SOUTH-EAST ELEVATION o a SCALE: 1/4 — 1 0 Q o � O oa x C u U 0 N ry ONo .a O x Q �" v x o � wzt M v � UW 00 o s, u 01, N Q) � v LlH cin X23 U EXISTING SOUTH-EAST ELEVATION SCALE: 1/4" = V IN DRAWN: MH/MS SCALE: 1/4"=1'-0" ' * JOB#: Nom• a��- October 24,2017 0 339 Q� SHEET NUMBER: SOF NE\,N�O A- 1 REVISIONS: - COO OC - ��COO C� O QO • w Od lu a � H I O Wz �---, Q PROPOSED NORTH-EAST ELEVATION SCALE: 1/4" = 1' w O 0 O U 0 N N 011 � m O x V '1 N 0 X O f N 0 �M � N Gv 0w � w uU O N EXISTING NORTH-EAST ELEVATION SCALE: 1/4" = 1' REp ;A ; 0 DRAWN: MH/MS -�` Y —I SCALE: 1/4"=1'-0" JOB#: October 24,2017 2239OQ� SHEET NUMBER: �FNEV -2 REVISIONS: 7-7 O ==E 0 0 0 F-1 77 con 111L—j 11 O Q O w � OW aw w O Q I777 MOM PROPOSED NORTH-WEST ELEVATION w SCALE: 1/4" = 1' o U � 000` O rn x O U 0 N N m � � m o x 0 up � o o v � d a� m U � +� L--JLI=A cvv 04 � w LIL U � �T� O N d EXISTING NORTH-WEST E0.: RED SSE SCALE: 1/4" = 1' �,�'� KEVIN s� cl, DRAWN: MH/MS N SCALE: 1/4"=1'-0" A JOB O #: 22339 !ZOctober 24,2017 OF N ESN SHEET NUMBER: A-3 REVISIONS: OD OO OO DO - �0 - OCA 1 ( COo`— — CDD 00 - 00 00 0o O moo H ° a H ' - 1 c-0000I Ty IO o�oo Ffiz-� FIM-1 , .' 43====--1F111L--j0 " o��oaa '� goo as OO�]GO _ W PROPOSED SOUTH—WEST ELEVATION SCALE. 1/4 - 1 o w �., o O H U C o N v cn o 01*1 m v x u v cr, co `~ x o -R �+ �+ z � z Nei oo \ .su � U N � W G W U � O , Cn ` � H V `5IN -�EREDq�C EXISTING SOUTH—WEST ELEVATION ��G�� sC,yA DRAWN: MH MS SCALE. 1/4" = 1' * � ' a �� SCALE: 1/4"=1'-0" �s -� N I. ��. N JOB#: .1 * October 24,2017 SHEET NUMBER: �. 2339 0FNEW�O REVISIONS: --------------- 1 1 _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 ---------------------------- ------------------ ------- -T----• u u 1 u 11 u u 1 1 , 1 , u u u n 1 1 Iryl u u 1 1 n u IYI 1 1 uu 1 1 u u u u 1 1 u u n u 1 1 O u u u u 1 1 u u u u 1 1 u u n n 1 1 u u u u 1 1 u u u u 1 1 u u n u 1 1 n n u u 1 EXISTING GARAGE 1 I � II II 1 1 II II 1 �-----• 1 11 11 II II 1 1 __1 _ 1 __I______________I__ - '-------_-_-'- 1 --------------- ---------------- -- -------------L- --L--_-----_- --C- --C------------�-- _-- -------L- _-L--_--------L- L---_---- ' ------------- ---- 1 1 1 1 1 1 1 1 1 1 11 11 I n n 1 u n 1 n n 1 1 0 1 I n u 1 v1 1 1 n n 1 n u 1 u u u u 1 O u u � 1 , i 1 1 n u I u u 1 u u 1 � u u II 11 1 _ II II 1 1111 1 O II II 1 I 1111 1 I11�,. I C�' 1111 1 1 ' ------------------------------------------------------------------------ ---------------------------+ 1 ; I II II O 1 •-----. 1 .----•. •-----• ;� �� 1 O ' , 1 1 1 1 1 --------------- - ----------------- -- 1 I 1 1 II II 1 EX.W.I.C. 1 ' I 1 ' EXISTING FOUNDATION PLAN ° EX. BEDROOM No. ISCALE' 0.188�� = 1' EXISTING BASEMENT ' X. BATH 8'CEILING F "�1 1 No.2 'CEILING /EX 2X6 Cl/RR @16"OC ; 1 1 , (-+\ ) PR03ECT NORTH 1 I SW 1 I I 0 0 1 D 1 SEPTIC EX. BEDROOM No. 3 ' 8'CEILING I SERVICE I ------------ ------------------------------------------------------------- 1 f I I 1 1 1 ' I I ' 1 O 1 I 1 1-- 1 I 1 1 I I O1 1 Irl 00 I 1 ' � o 1 I rn O ' O U I , H M u U OPEN:�:) TO 1 BELOW 1 1 - 1 j 2X6 PLATE 1 � OVER CJs � I 1 1 I I I 1 I 1 FX.2X8 R 1 R LED16"0C , I 1 I 1 ' ' O ND. FLOOR PLAN ` M M o U EXISTING 2 OO EXISTING FAMILY ROOM 0 x o — 1 , n � (a� SCALE: 0.188 - 1 •--------------------------------------------------------- --------------------------------------------------' U k, I 1 I ti• .4; ' -----------' EXISTING GARAGE r ;� I I •--------� ''------------ .. NE � ' m- ILI V W fE PROJECT NORTH R Ln U rd A H •-----------------------------------------------• w 3 EX. KITCHEN ; 1 1 1 1 1 ' 001 1 1 1 1 00 1 1 FI 1 1 ; ; W 1 1 I I DI i DW EXISTING LIVING ROOM u u O EX. ENTRY U d EX. BEDROOM No. 1 EX. BEDROOM No. 2 0 EX. BATH EX.W.I.C. -�EREL) ° No. G`S 'giQC� .� BEV I lV EXISTING 1ST. FLOOR PLANO * �-� , �y� DRAWN: MH/MS SCALE: 0.188° = V t =14, ' ' � ;U � SCALE: 1/4"=l'-O" N ; N JOB#: jCa * October 24,2017 NE n 2233 �•�. SHEET NUMBER: K:ITE PROJECT NORTH °FNEw'�° A-5 28'—0" REVISIONS: p e 1 0+ D e D e , o• D d p d , n• D d • I 4 • 1 ------------------- ---------------- I , , 1 Q I 1 D I 1 � I 0 I 1 I X I • ' C') 1 1 I 1------------------------------------------- 3 I I I I Ln I I 1 1 I t 1 1 ' ,• ' 20"X12"FTG.w/(3)#5 REBAR UNDER WALLS ABOVE 1 1 I I t I a -- ----------------------------------------------- C14 ----------------------------------------------(y 16'-41/4" •v NE W 5E PROJECT NORTH FOUNDATION PLAN I 1 '• SCALE: 1/4" = 1' O ' ' OI i tv 1).V THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-011. 4), PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES WALL LEGEND v a oEXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS r------------ Ln li RESIDENTIAL CODE WITH A BITUMINOUS COATING. SILL GASKET. ---------------, WALL TO BE REMOVED I I , !, I ' 1 0' 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, IEXISTING WALL ` ' \ FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A , cD UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO r a BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. NEW WALL 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. C-A ' ' r� INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE NOTE: WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL V 1 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6 = 6"] z I 1 I , , B AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 7).FILL VOID,BETWEEN JOISTS,AT POINT LOAD LOCATIONS. O JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE DIMENSIONS OF NEW WALLS ARE FROM STUDS O ' ° THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 8).VERIFY ALL DIMENSIONS AND HEIGHTS IN FIELD AND ADJUST AS REQUIRED. [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO ANY SIGNIFICANT DISCREPANCIES TO BE REVIEWED WITH ARCHITECT PRIOR r••( GARAGE i i MORE THAN 16 FEET. TO CONSTRUCTION. �{ 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO ' OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" ; W DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. I I I I —O I I i ' I ' 26'-0" 44'-0" I 1 � D I t o o, . , 5 O 8'-0" 7'-6" 6'-0" 4'-6" 8'-9" 10'-2" 11'-11" 12'-2" 1'- Ile ---1-- I I I IY..—CONC.PIER D(2)2X8 v 12 1 ACQ � '3'BELOW GRADE ;GIRDER ; N 1 I 1 I I -A2.81_ 1 I F - (3)2X12 ACQ GIRD ' ' (3)2X12 ACQ GIRDER ' ' (3)2X12 ACQ GIRDER --- -'• ' o• Dd p e . n+ De p e , o+ De p e o. °e 1 1 1 1 --------1 1---------�3;Z---�QG-----------i-- --� -------------------------- ------------------ _ I I I I 4 ----------------------- ------------------------------------" ' _==`-=============_E===�= == '___________________=====t =_ =�__________________====EE=E=='= __ ====___========A... 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'. • 1CN IIII 1 _ I 2X10 LEDGER BOARD ----------------------- ------------- J N5 REBAR @12"OC � : ' : ti tt : W E ' 359-61) ® &AT FTG. -• n n 1 E n n 1 1 LEDGER BOARD TO BE FASTENDED - ti tt : U 1 TO BUILDING WITH TIMBERLOK® ' n n 1� SELF-COUNTERSINKING SCREWS I ;i ;; ; 0 O O 1 BY OLYMPIC MANUFACTURING I I (2 SCREWS @ 32"O.C.) 00 � 12"dia.CONC.PIER 1 w/24"X24"X12"FTG. --- - ' 3'-0"BELOW GRADE 1 1 1 � 1 I I I II 11 1 • • ------------------'-- 1 1 1 I I 1 I 1 1 1 _ __ _ _'_ _ ___ _ 1111 1 -- --------- --------------- -- ------ -- ------- O _____�_ __ _'_ ________ ____ ____====EC =_ =C====- _ _________ __ -==EEE====_____________ _____= 1 I 1 1 I 1 -- ---------------- - - - - ------- ---- - --- - - - - - 3 2X12 ACQ GIRDER ' ' 3 2X12 ACQ GIRDER ' ' 3 2X12 ACQ GIRDER ' ' 3)2X12 ACQ GIRDER ' ' 3 2X12 ACQ GIRDER ' `------ ------ ------ 1-0 ' FCS I 1 t i 1 I t ) I t ) t j t ) I f, ,f „ „ u 1 - 6'-5 1/2 7 -6 7'-69$ 10'-61/2 10 -6 1 - 44'-6" Ar C `S-SERE0 wG BEV IN s cy A DRAWN: MH/MS t� n SCALE: 1/4"=1'-0" JOB#: (!1 ' . LD W ,A * October 24,2017 mss✓ SHEET NUMBER: SEPTIC � �2233'LJ !2� / OF NEW�O 1 1 EXISTING CANTILEVER ' SERVICE 1 D I TO BE REMOVED 1 : A-6 I ------EX.CANTILEVER I --- -- ----------------- CW145 C -� �- --- r REVISIONS: =N 0 (3)2X1 HDR 2'-51/ 25'-61/2 �` ^ 28' 0" _ J ,PATIO ON GRADE V ---------- STORAGE b , ---------- , -- -i 1---- ---\=- ' - --- ' STAIR: 6-8"AFF I, _ __ _ , -j r - __ 4'-8' � J " 45m,nFIRE RATED o F---------- o N I IN DOOR w/SC HINGES ' __________ ' - J - J I J - _ AND STEEL JAMB � 'i 11 - _ I- INGROUND POOL - OD m , , m T-0" ( �� / _i ( �; 20'X44' t----- 7 _ r . .J.: L . - 1 -- - �. (3) 1-3/4X20 ML - -i Lu 0 \ J J � CO 1 -J B 5 B F- B -7--`_ a I \ \ Ln o I - J �" J _ J J I - J ,\ J ) - J O GA RAG ,--. � J .'_ -' -J '� _ J �'� ^ --f--- ---- ----- J -- ---^ _/ l J ^ J --- J ^� �. Ti < J l PATIO ON GRADE o 5/8"TYPE-X FIRE RATED SHEETROCK �, _ \ -- x ON WALLS AND CEILING ` -------------------------- , „ M \ J I� I -- - \ / / LINE UP POOL EDGE J \ J C w - w/CENTER OF DOOR -I GRASS -_--_-_ ---_- GRASS 4 I� o � , 0 0 -�- 8 -0J 1 �- 1Q-61/2 7'-51/2" -9 10'-2" 11 -11 13 -2 Q X J ^ ( WINDOW-- DOOR \ L p 45min FIRE RATED N 1 co `) CW25 ( J ) ^ DOOR w/SC HINGES -1 I -MATCH WINDOW-- = AND STEEL JAMB \N / IN PLAY ROOM J o 3'0" •-- ---• o X (3)2X10 HDR (3)2X10 H R - - - _ - _ _ , m {3)a /4X9-1 -ML-GIRDER (3)1-3/4X9-1/2 ML GIRDER - '___' -(3) 1-3/4X9-1/2 ML GIRDER �- - - - - - - - (3)1-3/4X20 ML "c , , 14X14 FG COLUMN ,' , w/6X6 ACQ POST / Lu I y �i_--_--_--__-__-_,�- - - - -J _ HALF o (TYPICAL) - '. o 1 o 0 oli ilo M MUD ROOM N BATH 00 �� HATCH PORCH ti+� � I �i 00 NEW DECK r / 20"TJ1560 na 16"OC X'i /2X10 F �'X , " , » ,'� I �� r „ 4 1\ 21'-6" 3 -7 31 -6 @16"Oc 12'-6" M ' ' FWH6 611ASR ,��i FWH60611APLR FW 0611SAL (3)2X10 HDR , _ _ - oo --- --- ------------------------- 3' 0" 7X5-1/4 PARA LLAM PARALLAM I I (3)2X10 HDR 1 I (3)9-1/2 HDR (3)9-1/2 L HDR 7 (3)9- ML HDR \ COLUMN I i i ik\7X5-1/4 COLUMN O N r 1 14'-0" `� � � 28'-0„ � I � 6'-81/2" ��, 1 - � V I o o ce I , o U N Cb WALL LEGEND rq ( i ( CO NII I I ' REMOVE EXISTING PERGOLA / O H REPLACE DECKING AS REQUIRED --------------, v .--------------, WALL TO BEREMOVED - - - - ' ' ^ u ' U VII , , !_2251 , I 11 EXISTING WALL /2X10 FJ 016"OCA i ' LIVING ROOM , A 11 ' DINING ROOM ' ' A Q I Q I 2-4 FORMER FAMILY ROOM " NEW WALL m ' I ' m I i GENERAL CONTRACTOR TO REVIEW EXISTING STRUCTUAL CONDITIONS -- NOTE: � ( i ; �I WITH ARCHITECT AFTER DRMOLISION IS COMPLETE TO REVIEW IF DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ! i j R UUU ADDITIONALY SUPPORT NEEDED FOR NEW WORK ANOVE [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-"',2X6= 6"] (0 w I w 48"MASONRY 1 cv - FP w/FL.HEARTH CO (3)2X10 DF#2-____ --__ _43)2X10-DE#2_____ GC TO REVIEW EXISTING DIMENSIONS OF NEW AILS ARE FROM STUDS , L - - - - - - - - --- N tu [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] co "' I "' ------ --- ---- ------------ ---- AND SUPPORT TO CH ONS 1 - _-_ -.--__--._--- __--- M I ____ M . FR- . BE 1RING WALL ABOV O CHANGE Cl) ---------------------------- _ _ Ih�-�----rR9O�-E� �� -� (3)2X10 DF#2 OR ADD AS REQUIRED N (2)1-3/4X9-1/4 ML J (2)1-3/4X9-1/4 ML J O x I � I EX. DECK = rn (h o zx X I PANTRY p `D R. 1. VERIFY EXISTING CONDITIONS,HEIGHTS AND DIMENSIONS.ADJUST t ' _ _ /2X10 FJ fa�16"OC DIMENSIONS AS REQUIRED(VIF).PLATE HEIGHTS TO MATCH EXISTING. I - - REPAIR/REPLACE EXISTING DAMAGED OR DEFECTIVE MATERIAL AS v v (2)2X10 DF#2 ' ' , , , �,' 0 v � +; � REQUIRED. �, v oC I , , , ' O N O I - - - - - - , , , ' .0 m 2. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITHr1l = ' - - - - '_--______ � RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER X i i EX. KITCHEN o _ Ln v MANUFACTURE'S INSTRUCTIONS. `� I ; i I ALTERED Ln U M I ie 5'-0" 5, p„ � 3. PLATE HEIGHT AT 8'-0"(MATCH EXISTING)UNLESS OTHERWISE NOTED. O) I I i i I I I ---- ---- 4 W 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. ; i O 00 i DW (3)2X10 HDR � � i (2)1 4X9-1/2 M w/1"STE DR. � (3)2X10 HDR o o 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. --- ---- PLAY ROOM -- ---- FORMER LIVING ROOM - �cc CW14 FWH 30S-60611APLR-30S 3in MULL CW14 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER E � REp qRc � w ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND NvtIDSPAN. °C 4'-3" 10'-81/2" 10'-81/2" �Ev IN 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS ti UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK cv 10'-6" (ADDITION) COVERED PORCH ,NEW 30X30: °' 4 n U STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH I o SKYLIGHT EX. ENTRY .�': ' `��' r`� O SIDE FOR MICROLAM HEADERS. x 14X14 FG COLUMN 50'-0" N `.{� 6' BELOW IN. L. , , r �� , , CATHEDRAL , _�; u M w -----' CEILING * �' 8. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING, etc IN CEILINGS IM (TYPICAL) cF, (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1 4 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. - 9 F �2233g 0 ll N (3)9-1/2 ML GIRDER ;-"; (3)1-3/4X9 1/2 ML GIRDER ;"--; (3)1-3/4X9-1/2 ML GIRDER ;-'-; (3) 1-3/4X9-1/2 ML GIRDER ;-'_; ;__--_--___- O (� PERCODE. " ... . - . - . . . - . - . - . - . �� , �.. - - - - - - - - . - � , , REPLACE EX.DOOR FNE� � :___: CLOSET :REMOVE PULL DOWN w/FRENCH DOOR 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURIE UPGRADES WHERE I , STAIR.CLOSE OFF , APPLICABLE.PROVIDE DEB RI-PROTECTION PANELS WITH FASTENING 2'.0" N I OPENING ' HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10. REPLACE/RELOCATE EXISTING OPENINGS AS INDICATED ON PLAN OR 1 - " 6'-51/2" " 10'-61/2" 10'-6" 1 - " 3'- NAME: EXISTING: ADDITION: TOTAL: U) AS PER OWNER.CLOSE OFF REMOVED/RELOCATED OPENINGS AS REQ. I u x 94 44'-6" O CONDITIONED SPPAOCE: CONDITIONOEDSPACE: 1072.2 SQ. FT. 2796.2 SQ. FT. 11. REMOVE EXISTING PULL DOWN STAIR.CLOSE OFF OPENING. LAUNDRY ROOM 1ST. FLOOR PLAN FORMER BEDROOM 2ND.FLOOR 12. INSULATATION UNLESS OTFIERW15E NOTED:CEILING/ROOF:R49,EXT. CONDITIONED SPACE: 549.1 SQ. FT. 852.9 SQ. FT. 1402.0 SQ. FT. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 '/" 4", 16" 16" �•• •1• Ole ►I ° OFFICE SCALE: 1/4" = 11 W GARAGE: 600.0[REMOVE] 1253.0 SQ. FT. 1253.0 SQ. FT. 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. � 2'/z"� FORMER BEDROOM BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 3'X3' C O O O SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE NE BRACKET EX. BATH EX. W.I.C. UNFINISHED AMC: 1253.0 SQ.FT. 1253.0 SQ. FT. AREAS. 6X6 MAHOGANY STEEL PLATE W SE PROJECT NORTH SEALED&FINISHED 2�/z - O O D + NO. SW(FRONT)PORCH: 30.9[REMOVE] 387.6 SQ. FT. 387.6 SQ.FT. 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. MORTISE DRAWN: MH/MS sw BRACKET 5/8"CARRIAGE BOLTS ----------------- - --- - NE(REAR) PORCH: 252.0 SQ. FT. 252.0 SQ.FT. SCALE: 1/4"=1'-0" 15. ALL NEW PLUMBING WATER.SUPPLY LINES TO BE 1/2"'PEX HOME RUNS. 5/8"DIA. 45 deg. @16"OC (lYP.) ---------- .- --i i SE(SIDE)DECK: 460.0 SQ. FT. 100.0 SQ.FT. 560.0 SQ. FT. JOB#: • GALV. THRU BOLT 5 RAD. 11 October 24,2017 16. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS W/NUT&WASHER (3)2X8 HDR HDR SHEET NUMBER: OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. NE(REAR)STOOP: 39.2 [REMOVE] 24.0 SQ.FT. 24.0 SQ.FT. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. MULTIPLE FLITCH P LATE D ETA I L HOLES NTS NEW WINDOW 'D: PLUG CW135 CUTBACK CANTILEVERED FLOOR W 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. I NEW WINDO\E : REMOVE WALL FRAMING D[t ---_---- INSTALL NEW WALL,FLUSH w/HOUSE 0 A-7 28'-09' REVISIONS: 14'-0" Ch 14'-0" 7 01 ClR30 TEMPERED (3)2X8 HDR 1 1 1 1 I 1 1 1 I 1 - 1 1 I I I 1 1 1 I 2 3'h RAILING i 2 J OF{1/2 WALL ; n1 1 I tV 1 I 1 1 1 1 1 1 1 1 1 I I I d Z a Z 1. VERIFY EXISTING CONDITIONS,HEIGHTS AND DIMENSIONS.ADJUST 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES WHERE -�1 1 -� APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Lu 1 1 w DIMENSIONS AS REQUIRED(VIF).PLATE HEIGHTS TO MATCH EXISTING. v ' vr7 REPAIR/REPLACE EXISTING DAMAGED OR DEFECTIVE MATERIAL AS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. i REQUIRED. 0) 1 1 0) 10. REPLACE/RELOCATE EXISTING OPENINGS AS INDICATED ON PLAN OR 2. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH AS PER OWNER.CLOSE OFF REMOVED/RELOCATED OPENINGS AS REQ. NAME: EXISTING: ADDITION: TOTAL: N i 1 N RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER WALL LEGEND MANUFACTURE'S INSTRUCTIONS. 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED 1N FIELD WITH 1ST.FLOOR 1ST.FLOOR I 1 OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN. 30"WIDE, CONDITIONED SPACE: CONDITIONED SPACE: 1072.2 SQ.FT. 2796.2 SQ. FT. �--------------+\ 300#CAPACITY.1 1 --------------, WALL TO BE REMOVED 3. PLATE HEIGHT AT 8'-0"(MATCH EXISTING) UNLESS OTHERWISE NOTED. % ' 2ND. FLOOR 12. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. CONDITIONED SPACE: 549.1 SQ.FT. 852.19 SQ.FT. 1402.0 SQ. FT. � I 1 EXISTING WALL 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS A716"O.C.\ WALLS: R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 GARAGE: 600.0[REMOVE] 1253.0 SQ.FT. 1253.0 SQ. FT. 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. + ; ; NEW WALL 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE UNFINISHED ATTIC: 1253..0 SQ. FT. 1253.0 SQ. FT. 4 NOTE: ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. SLOPED \ ' ' / SLOPED DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL AREAS. 1 1 CEILING [INT.:2X4-4-1/2 ,2X6 -6-1/2 ,EXT.:2X4-4-,2X6-6"] SW(FRONT) PORCH: 30.9[REMOVE] 387.16 SQ. FT. 387.6 SQ. FT. CEILING ' 1 " 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �"- --------- CEILING � {------------------------- N - 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. O 1 DIMENSIONS OF NEW WALLS ARE FROM STUDS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK NE(REAR) PORCH: 252.10 SQ. FT. 252.0 SQ. FT. B O �� [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. H SIDE FOR MICROLAM HEADERS. SE(SIDE)DECK: 460.0 SQ.FT. 100.0 SQ. FT. 560.0 SQ. FT. Lu I I m I 16. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS Ln cc oc 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS NE(REAR)STOOP: 39.2 [REMOVE] 24.0 SQ. FT. 24.0 SQ.FT. p 2 2 p OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. - I ATTIC I (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, D p INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. LA N LL - N ,n FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. w u 41, FLAT CEILINGJ LL It PER CODE. 8'-0"AFF 1 p 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. a X I I N �4 N n x � x x M M' 'M O yl F 4 -------------------- -------------------------- SLOPEDSLOPED Z N CEI(,ING /� i i +\ CEl(,ING O V t 1 , V 1 1 1 1 r 1 1 I--1 I I 2X8 Cl 1 1 0) O , N 1 1 p i IC) Z I Lu�jd Z 1 la / v O 1 1 O u �. J l.0 1 1 to U U 1 I 61'-71/2" 1 1 I 1 1 STEP 18'-7" 20'-0" 19'-7" 3'-51/2" 2r16t @5 3/8" 7 01 _ ^ 2 In SECTION TO BE a 35'-6"(ADDITION) 26'-11/2" (EXISTING) 3'-31/2" s d- FLUSH w/BEDROOM s W N N C 45 CW24 (3)2X8 HDR CW24 O CW145 (3)2X8 DF#2 H R (3)7-1/4 ML HDR 1 (3)2X8 DF# HD 11 6 6 EGRESS ------------i ,'i EGRESS ; i i EGRESS (�1l U 10 I I 1 I ��1 O 1 ' i 14'-0" i 1 Lo 5P-31)5'-3" 14'-0'iLn 5'-0' 1 14'-0" pN I U = SITTING I WALK-INLu Im °' ==== == -------LL MAREA CLOSET ------------ ALEXANDER'S BEDROOM N N MASTER BEDROOMHANNAHS Jl EXIST-LL � N CATHEDRAL CEILING i i t iJcEXIST,CJ o N A I BEDROOM I` _ .I_ ___ ____- m Ii -� , , ATTIC ro kl! O I I I\ a•- "I � O 1 I O s~ 17'-103/4" 3' 23/4 2 6 2 6 ° E N (2)2X8 HDR (2��X8 HDR 0 � C m 0 (2)2X8 FLUSH BM. p 17 w ^ !', C0 SC DOOR w/W/S, O L� ¢ u O �p �o a=o ;X= O i i\ .; .' ��-DOOR SWEEP / X C) rA 1'� Sn III Jfff--uLn 5f ,-6, ----- 1 I Iv.0 ; I 1 1 I ''' �+ 0 N I 2'_0" 2'6" 1 I 1 M R WALK-IN ; I - 1 ' ' I 1 1 30X3 TCH 1 I ` U r-- +� I c CLOSET ^) I _ c TBDw NERI ^ I 1 d+ � '+ Cn 1 1 1 1 I I N -------- 14 9'-51/2" 6'-6" 4'-6" 7'-7" 6'�4" � ' 7'-4th" 1� 1'-81/2 5'- , ` � 2 2xs " --------- n7 -7- ----- -- N I 1 a, MASTER •- -----• 1 I I o -------- C ' ----- w 3 I I ' BATH I I w 1 I 1 I j 1) ^ ^ x�i NEW 1jX - A LBATH N CD LINEN O o N i �I� SKY°L GHT; 10, �,-- ---- I I ' I N E {3j 2X8 HDR i (3)2X8 HDR •�• •�• (3)2X8 i (3)2X8 HD ^ ' ' r N 3 2X8 MDR (2)2X8 W CXW14 /Cll ED TEMPERED CW14 TEMPERED �1 30CXW14 AW251 E 35-6" (ADDITION) 2 6'-11h"(EXISTING) V 3'-111h" 11'-0" 14'-61/2" 7'-9" 13'-X1/2" 61'-71/2" ---- c ' 2ND. FLOOR. PLAN SCALE: 1/4" = V GNSR N sRC,y, cyv �n NE * Z11,j I F N DRAWN: MH/MS W SE p ROJ ECT NORTH- N ° °�'' ` SCALE: 1,4"=,'_°" l'� ._,.��° JOB#: �22S39 Q� s1w �C` 0 October 24,2017 OF N SHEET NUMBER: A-8 -__ REVISIONS: -------- ------------------------- ---------------------------------------- - - - ----- ------------------- i I SIDING I ' ' I ' 12 ; I / 2X10 DF#2 na RR _]6 8 ' ' R-A-VENT ROOF-2-WALL ' I SIDEWALL VENT INSTALL NEW 1X8 FASCIA I i I , ' I NEW GUTTER AND LEADERS AS REQUIRED THROUGHOUT 2� 12 ; ' ROOF RAFTER FIRE 6 OCKING 2X8 CJ — - - _ _ _ _ _ _ `mow W v EXTEND ALL EXISTING I ' ' CEILING JOIST 0� 777-1OVERHANGS TO 16" F OW, I ' I W , i BEAD BOARD ,�r BLKG. - j� r TOP O F WINDOW 1-3/8 SOLID CROWN 1-3/8"SOLID CROW ' ' I NEW 1X6 E&C B T&,G SOFFIT — — 1X4 TRIM BOARD 1X4 TRIM BOAR X2 BLOCKING 1X6 BEAD BD.SOFFIT 6'-9" AFF 1X AZEK TRIM BOARD PS-400 COR-A-VENT �� VENT STRIP 3-1/2 CROWN w/ 1X8 FRIEZE BD. (TYP) SIDING I I - ccIce ' I 12 ; PORCH COLUMNI I ILL , B S� B ' 1 7 ' I H I ' 57< CNi SOFFIT - DETAIL' ' TYPICAL PORCH DETAIL r I 1 H VO� � ; 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE � ' � a d U- O� I I , Ot I 1 r-\ O^ O_ W � 12 ' I I I I O LL LL n AII D ' 12 I I I Cie ------------------------------------ -------------------------- ---------------____------__ 1 I I 1 ---------------__________ 2X10 DF#2 RR nu 16"OC I x I I \ I I I I ' fh ' Q�• I I 12 ' ' 12 EXTEND ROOFING I O i i , �� i I TO TIE INTO NEW EXTEND ROOF � � ; ROOF l „ LINE TO 2XI0 DF#2 PR 0160C INTERSECTION MATCH�ROOr"1 I , PITCH I I i t I I Qv � I I i I y / L -------------------------------------------------------- Z�y- -- -- - ---------r-- ------------------------------------------------------ .-------------- ------------- --------JL---------------------- --------------- ----------------------- - -- -- -- - ---- -- -- -- - -- - - - - - - - - - - - - --' ---------I--- -- -- -- -- -- , 1 � I 1 1 I / I I I I I 1 /// � O W o ' EXISTING ROOF TO BE R MOVED.REFRAME AS REQUIRED I I I ► 2X8 016"q x 12 A i i I ; ; ; 4.15( A ii ///i(�/ / ' ' I MATCH I I / 1'I / / I/' 1 i , ' 1 1 HOUSE 1 1 1-3/4X11-7/8 ML RIDGE ' r------------------------------1--------------------------------- ---------------------------- BUILD OUT OVERHANG aj --------'- -----''`//- ' ---------------------------- O 'n C� I 1 / / i ,'/ v EX.CHIMNEY/ / p ----------------- - ------ / ---- TO REMAIN --------- ----------- 'tv G -------------------- •-------------------, I II II I I I 1 1 I I I I I � 12 ' 1 1 / 4.'15 JP� / - -�� ✓ / '� 1 , �/ W � '.L�i � r(2)2X10 DF#2 RR /I ; ' I HOUSE I II I I I I I I I �+ / ,I / / } ,/ 1 . .' I I ' I ; .V /I NEW '� ; ' / , ' •• v , / , I Ln U 30X30 I^ I ' � SKYLIGHT N/ '/�`-�' 1 1 I I I 1 1 I I I l I (2)2X10 DF#2 RR EXISTING ROOF TO REMAIN I �_ _ _; ' __ __ / ' ` ' " I REMOVE EXISTING ROOFING ' I ---,--------------------------- ---------------------------------------------------------------------------r -- -- -- -- -- - -- -- -- - ��- - - Z T-r--�-- -- --L-- -z-- /--- -- -�' INSTALL NEW w/UNDERLAYMENT /�/ i ' I AND FLASHING AS REQUIRED / EI 1. INSTALL 2X6 DF#2 COLLAR TIES AT 418"O.C.OR AS SHOWN ON PLANS. - / /I / / I E cn I I I I ' I � 1 W 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. i i / / / I / ' GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. / ; ; A`_ _ 1 , / f1E v U Qs w j1/30X30 /1 / 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS �� o �Ly� 12 Q3 i SKYLIGHT (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ; 1P oc �F} D �� /' I/ •�- -�• ' , / / , I (n FRAMED CHIMNEY/DUCT CHASES, VENTS,PIPE PENETRATIONS,etc. i o PER CODE. i I `L 12 N -------- -------------1-- ---- --� --�; _ _ -- -- --- -----{-- - - - -- - - - --------- 7777 4 2Xg „ -- '�- ------- -- -- -- -- -- -- -- -�- I - - ---, -- -- -_ __--�-- -- -- -- - --- -- -- -- ----------- - - y 4. APPLY 5/8” THICK FIR CDX SHEATHING OVER ROOF FRAME. -------------------- -------------------------------------- ------------------------------------------------------------------ I / 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND / -- r-f DIRECTLY TO THE DECK ALONG EAVES. ADJUST OVERHANG AS REQUIRED. %i F / 17' -- -- T// ____________ 6. USE ICE&WATER BARRIER UNDERLAYMENT. SOFFIT HEIGHT TO MATCH EXISTING i/ / / i i /-� - ` 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 8. DO NOT IN.)-TALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. FLOOR PLAN 2ND . yI UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. " SCALE: 1/4 —- 1� 1 , 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. NE i i i ' i , i ; I S-�ERED USE GALVANIZED(ZINC COATED) ROOFING NAILS,it-12 GAUGE WITH AT W LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. SE PROJECT N0RTH USE 6 NAILS PER SHINGLE.NAILS TO IBE FLUSH WITH SHINGLES BUT NOT / ' ' ' ' I SC y ' ' I ' ¢ � �� /m DRAWN: MH/MS CUTTING INTO SHINGLE SURFACE. sw c n SCALE: 1/4"=V-0" _ai -I 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ' / ' I ; I N Lf�� ;` JOB#: AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA .A �,",,� I '. October 24,2017 RIDGE VENT'AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. ' -- -- -- _ -- -- -- _ -- % __ __r --__ __ ------: __ __ __ _______�' 7 F ,i CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO �__ y �` �2 SHEET NUMBER: - -- -- - ------------- --<----- -r �- -- -�-� - -- -- - --, / CONCEAL VENT. /J / / i ' /' i i OA NEW O 11. GUTTERS,DOWNSPOUTS, DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. EXISTING BUMP OUT TO BE REMOVED BUILD OUT NEW ROOF 4.�5 fV ----------- REPAIR I WALL AND ROOF AS REQUIRED `---'- -- OVERHANG REDUCE PLATE HEIGHT -- -_-- & 2XIf)-RR-Qlf,'Qr' A-9 4/- ---N TO MATCH HOU5E REVISTONS: Q fV ' - c I c — rq E - PRESCRIPTIVE DESIGN PER R402, 2015 IECC: a - 1-3/4X11-7/8 ML RIDGE FLOOR SPACE CEILING c R-VALUE R30 R-VALUE: 49 s 2X12 VALLEY PLATE Fk RRs *EXCEPTION FLOORS: FENESTRATION �x R� IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 TOO SMALL c - EX.CJ (SISTER JOISTS AS REQ.) 2 GLAZED - � SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR (3)1-3/4X9-1/2 kBRRs SHCR: ML BEAM FRAMED WALL R20 SKYLIGHT 0,55 R-VALUE: U-FACTOR: NEW 2X6 WALL o - MASTER BEDROOM =+ CATHEDRAL CEILING (CONDITIONED SPACE) d19 00 __ `,�I CUT BACK R-VALUE: LL EX,RRs==j I L_J ii HANNAH'S BEDROOM ALEXANDRA'S BEDROOM LLil Lil - 3/4"SUBFLOOR k•RRs , 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC 2X10 DF#2 F1 @16"OC EX.CJs — - - - — % it EX. FJ (SISTER JOISTS AS REQ.) EXISTING (4)1.3/4X14 ML w/ (4)1-3/4X14 ML w/ _ (3)5/8"STEEL (3)5/8"STEEL N U UPSET BEAM UPSET BEAM O Q i4 W CD = LIVING ROOM PANTRY KITCHEN DINING ROOM W 00 - w � u Q H 3/4"SUBFLOOR REPAIR/REPLACE DECKING W AS REQUIRED PER OWNER � Q, U 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC r4A EXISTING DECK JOISTSEX.F1 (SISTER JOISTS AS REQ.) (3)1-3/4X9-1/2 (3)1.3/4X9-1/2 +•; W ML GIRDER ML GIRDER p p O LZ � 4 a:' EXISTING EXISTING BASEMENT EXISTING a.' EXISTING EXISTING H O I c °.6,, + 8"PC WALL 4X4X1/4 4X4X1/4 PC WALL PC WALL n F--i + n U W 00 , DAMPPROOF TUBE STEEL TUBE STEEL : 4 ,. , ° o COLUMN COLUMN D < •' .� •, O o .°D'c a• 4"CONC.SLAB ♦ ♦. ae. ♦ •. ♦ A a e. a ♦. ♦ ♦. ♦. ♦ ♦. a ♦. ♦ I ♦ a. ♦ ♦. ♦ ♦. ♦ ♦. A ♦. ♦ ♦. ♦ ♦. — - — - — ° r•s• �• •y� •p.�•,. 'c �' J`o♦� • •vii �`o♦• �v+ D"v�� ♦ v: 16"X8"CONC.FTG. 36X36X12 CONC. FTG. 36X36X12 CONC.FTG. (2)#5 REBAR (3)#5 REBAR ew (3)#5 REBAR ew SECTION A-A. w SCALE: 1/4" = 1' �D z � a � " 00 U . f U 1-3/4X14 ML RIDGE 3/4X14 ML RIDGE r 2X10 RR -3/4X18 @16"OC ML RIDGE 0 2X8 CJ @16"OC C4 n u 2 C1 16"0 , q.' n •I `.y „2X8 @16', C n u cn dr �r 0 M G1 V V 11, h 1 3 3 �� , ��.' ,� (2)1-3/4X14 (2) 1-3/4X14 ,, `�'�, ,i@16" C ' � .�, �� r ML VALLEY ML VALLEY ` ,;. ��, U 11/2 11/4 11/4 11/4 11/4 11/4 11/4 11/4 11/2 i i, ��,' J 4 `��4 i� , x Lir 2 'y Co LAV. LAV. IAV. LAV. a , I 1' 'I +' , LY yr W. . W.C. I , 11 r ,l. ' 41 L2 i ' I O � �' '' 3'h RAILING '� �' SHOWER B H SHO ER i r O 4 3 2 11/4 Z 3 @1y"O rj0R U M 11/4 R C>\ -• C.O.I 11/4 2 011/4 I C.O. C 00 3 — _ _ — __�'I' 3 4"SUBFLOOR OC 00 N c v 3 X6 16"OC I X6 1 -- 0 W 20"T11560 WOOD-1 F1 @12"OC --------------, , 20"TJ1560 WOOD-1 F1 @12-OC F_ _+ cV - - - - 3X3 ___________ 3X3 1 1/2 11/4 t va 11/4 t t/a 1 va 11/4 11/4 t 1/2 BRACKET -_---__-_-- BRACKET ------------- W.C. LAV. SINK SINK SINK V. W.C. I li y' .-'it I ------------ D.W. W.M. 13° I i S 111 I E004W BAH F.A.I. I ul In I ----------- I II ,I I C.O. I II II I 45 MN.FIRE RATED DOOR ----------- 3 11/2 SC HINGES,STEEL JAMB ----------- 0 11/2 2 11/2 3 c= _____-_____ 1 1/4 I C.O. 2 1 1/4 C.O.I 3 3 I C.O. ' _.1i c=3 1 ♦ ��444 3 3 I ------ a=a ' O ' C=3 C=3 � 5/8"TYPE-X FIRE RATED 4 - C=5 ,' SHEETROCK ON WALLS TOAPROVED C=3 �.' AND CEILING 4"C.I. SEPTIC SYSTEM I Q' SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP HOUSE c=1��'� a; c=3 , 1 i � PLUMBING SCHEMATIC + OPENINGS.NOTCH 2"DOWN AT DOOR#5 VERTICLE REBARTO BE INSTALLED AT ; FOOTING UNDER WALL ' 4"CONC.SLAB,REINFORCED w/6X6 10/10 ;, 8"PC WALL x O WALL@16"OC,INTO SLAB AND DOOR ------------------------------------------------------I WELDED WIRE FABRIC OVER 2"(MIN)SAND DAMPPROOF Q, N.T.S. I APRON. ON 6"GRAVEL.SLOPE TOP OF SLAB TO °' n d. OVERHEAD DOOR(S) FOR DRAINAGE, 16"X8"CONC.FTG. — _ _ — 1/8":12"(MIN). (2)#5 REBAR SECTION B-B SCALE: 1/4" = 1' c��S��RN�� cc � Spy Q ""may y n DRAWN: MH/MS SCALE: 1/4"=1'-0" N N * JOB#: 0 October 24,2017 22339 Q� SHEET NUMBER: OF A- 10 REVISIONS: 1-3/4X14 ML RIDGE 1-3/4X18 ML RIDGE 1-3/4X18 ML RIDGE 1-3/4X11-7/8 �12 rl -;�;_.1----- @�bOG ML RIDGE 2k1OQF 4.15 2X10 DF#2 RR 16"OC 2X10 DF#2 RR @16"OC F$2R #2 R +/- 0 R @16"O C 2X8 DF#2 CJ @16"OC 2X8 DF#2 CJ @16"OC 2X8 DF#2 C1 @16"OC ----- A O til <<FY I 00 3'h RAILING LL===j L-J-j ATTIC MASTER BEDROOM WALK-IN CLOSET 4'-6" 3/4"SUBFLOOR 1/2" DG ® 2X10 RIE = 3/4"SUBFLOOR @16" RR -- O = 2X6 C 16"OC =s 20"TJ1560 WOOD-1 FJ @16"OC 2X10 F1 @16"OC 2X10 FJ 16"OC — - - — i= (3)1-3/4X20 ML (3)1-3/4X20 ML 1 (2)1-3/4X9-1/4 - =s ML (4)1-3/4XI4 MIL w/ (3)5/8"STEEL 45 MN. FIRE RATED DOOR UPSET BEAM �\ COLUMN ` SC HINGES,STEEL JAMB -w/6X6 ACQ n W Q GARAGE LIVING ROOM ; . 5/8"TYPE-X FIRE RATED ' ' U -� SHEETROCK ON WALLS , I � O \ AND CEILING / .' i ; p� O i � 2X10 FJ @16"OC (3)2X10 DF#2 3/4"SUBFLOOR U I� W ; ; (3)1-3/4X9-1/2 ML GIRDER ; 2X8 ACQ @16"OC x O 2X10 ACQ (3)2X12 ACQ E GIRDER D,a p• LEDGER BD. N o H--� .� d d ♦ dA Id ., 2X6 ACQ SILL PLATE Dv O 8"PC WALL i•o;:; 4"CONC.SLAB, REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN)SAND TERMITE SHIELD ^ P, ' ' ON 6 GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN). ;; SILL SEAL 12"dia.CONC.PIER C) 1--I as (3)#5 REBAR 44X4X1/4 TUBE STEEL COLUMN 20"X12"FTG. < a:A- n1-1 n ` ` 8"PC WALL 16"X8"FTG. P 0'DAMPPROOF 24"X24"X12" (2)#5 REBAR ,♦ CONC.FTG. .a ,a SECTION C C 4„CONC.SLAB • • ♦. d •. ♦ ♦. d /. . ♦ d. • I. SCALE: 1' 3-0X3-0X1-0 FTG. 3-0X3-0X1-0 FTG. 16"X8"CONC. FTG. (3)#5 REBAR EACH WAY (3)#5 REBAR EACH WAY (2)#5 REBAR TW V 1 � z Oaf � o U W H o C�7 rn x 00 O U XISTI RO F EX.2X8 C1 0 N N C, 4+ ALEXANDRA'S BEDROOM STAIR HALL _ x o� O v00 @WOG � 6 n 2R(L EXISTING ROOF -2xgOF# EX. BEAM 0 n 2X6 CJEX.2X10 F1 o - - -- 16"OC 0 U E 1, rn TO (3)1-3/4X9-1/2 ' _______ EXISTING STAIR 00 ML GIRDER , TO BE REPLACED N O Iia 14X14 FG COLUMN ,�� ENTRY W/6X6 ACQ POSTDINI OOM LAUNDRY ROOM O O 00 ' ' U) 00 U " O —- EX.2X10 FJ EX.2X10 FJ � x 2X8 ACQ D1 @16"OC -11 (3)2X12 ACQ �; °; �► O GIRDER os �s D, D 12"dia.CONC. PIER ;; EXISTING BASEMENT -— 2'X2'X1' a° FTG. D• D, d C d• d d d• d II• d• d /• d d• I d. d• d d. d I. I d SECTION D-D .SEREDq SCALE: 1/4" = 1' DRAWN: MH/MS �' N SCALE: 1/4"=1'-0" � * JOB#: 0X2339 QOctober 24,2017 EW�O SHEET NUMBER: A- 11 REVISIONS: �w FI I I I I I NEW SKYLIGHT EX. ATTIC �7 EXISTING STAIR TO BE O REMOVED AND REPLACED EX. ENTRY H EX. PLAY ROOM U PLO w O "C� Q ., EX. BASEMENT 41 [� U 41 41 W SECTION E-E Q SCALE: 1/4 1 e e e . . . e , &7 A. W O a o 00 C) 2" 2„ U � r� � pq I 'ItTl � I � r r � I r 0 • I • I •• I • I • FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC /J ' 1 l ` ' 'J J ` I ' O tin.EMBEDMENT LENGTH • ( ` ( I • I ` I I �, No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC I ( I I ( I I • ( I I • I / / \ to m aj 81 tin.EMBEDMENT LENGTH , 1/4i Ii dia.LAGSCREW �v BASED ANCHOR WITH 16"OC m O tin.EMBEDMENT LENGTH o • ` w � 3/4"APA PLYWOOD SHEATHING O \ 1/2"APA RATED SHEATHING U \ / I I GRADE PLYWOOD I I I I O -zj CL4 l l 11r 1 1 �1s� I f1 I 1 I I (ALTERNATNNE:7/16"O.S.B.) • I '• I ( ( • Il` I I 1 • I I 11 / m scz u [ T I 1/2"APA RATED SHEATHING I I I y I I ' GRADE PLYWOOD (ALTERNATNNE:7/16"0.5.6.) I I I I ' v I I I r l I I 1 1 I •• I • 1 oW3 I I I I I FASTENER TYPE: SPACING: ' ( 2X4 DF#2 No.8 WOOD-SCREW r STUDS BASED ANCHOR WITH 10"OC '� I ( J I O•/ I Ill 1 WINDOW SILL 2in.EMBEDMENT LENGTH / l C/ ( \ g J `•• I J / • I J C. TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I I 1 I /O , I I \\ f J� BASED ANCHOR WITH 12"OC I f I PANEL SPAN EQUAL OR SMALLER 21n,EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.LAGSCREW I I I I 1 I I BASED ANCHOR WITH 16"OCLL 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING ® ® • • FASTENER TYPE: SPACING: O PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2'2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC 1! OR GALVID NET BOLTS W/WASHERS cp THAN 6 FEET tin.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS N TYPICAL MULTIPLE OPENINGS BA.EMBEDMENTLEH 9"OC � tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET .1� 1/41nAGSCREW AND EQUAL OR SMALLER BASE dia. HORWIT Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL U " x AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWIO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ERED A C' 4 �C9 V I N 1 DRAWN: MH/MS SCALE: 1/4"=1'-0" (A� * JOB#: A 6 y✓ October 24,2017 >' 22339 Q— SHEET NUMBER: FOp N ESN'l0 A- 12 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD ° CRIPPLE STUD p BOTTOM PLATE p RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESCRIPTION APPLIC ATION LOCATION JUSP NUMBER DESC RIPTION APPLIC ATION IRAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOC KING X24'OC Z 'd .9911111, O WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR a CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED Q RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN I VENTILATION WOOD JOIST H SIDEWALL FLASHING FOUNDATION TOP PLATE BLOC KING B LC 2x4 LEDGER FINISH WALL AND MOISTURE BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT �...I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD Q INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE f---1 AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4' - 6' RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. ' CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W WOOD JOIST a TOP PLATE GIRDER/HEADER SIDE WALL FLASHING OO U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD oo x FLOOR OIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO O U RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTUREDU ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" CONFORM TO SLOPE 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE D TERMITE SHIELD SUB FLOOR o JOISTS SILL GASKET - WOOD � NEOPRENE ; M d� o TYP. CONC. FOUNDATION n CONC. SLAB GASKET -,�. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE °` n .' C 6 MIL. POLY � - � � ' x �-. v DAMPPROOF EXTERIOR e � ' I BOLTED TO STEEL BEAM WITH o ; ' v GRANULAR FILL 6MIL POLY ON EXTERIOR V ' `. ; � 4 1/2 " DIA. BOLTS © 48" ox. STAG. r-+ ..., • V STEEL COLUMN I a �. ; ' `� x o u �� / CONC. SLAB ' p - c'e e \ ROOF JACK \�� ' `� �� STEEL B EAM 'cS u a e n p \ " ANCHOR BOLT EMBEDMENT: I ' �� o °,_..,o COMPACT FILL , POURED CONCRETE: 7" / o s 4" x 1 4' x 8" STEEL \0' BLOCK WALL: 15" ` I A ? ROOFING LAPS TOP AND BOTTOM PLATE Cf) KEYWAY FOOTING v V ° ° ` FLASHING AT .` ' e ° CONC. FTG. `p ° 4 Q`p G v' SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT U USE WITH 3x3 SQUARE WASHERS `) 1/2" GROUT rn � ,`O ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) �` � N 1 I • 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I o W DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONW SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL V �— SUB FLOOR m CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOORUSE 2X8 I �— ,' FOR B LOC KOUT STEEL BEAM 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE S` 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE ` < A <� ° ° (WITH A NAILING PLATE IF NEEDED) - AT END AND e' :• , ° , TO BE APROX. 1/2" OR HIGHER THAN t�Zc ES OF WOOD D� D D. D ° ° ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° 4 =--n'----''Lr"-" • e e �• BEAMS - ° O ° • > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 4 4 ,- D P 12" ° b 6X6 W.W.M. ,�e -� ; - TQ �•Q a _SII Q p & 6 MIN. `. �', �'s �'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I O ° ° '^ �D I r—SUB FLOOR F NOTCH EQUALS 11/4 DEPTH OF BEAM D �— • 4 REINFORCING BAR o' 1 e O °' ° JOIST •r�• • �` �f REINFORCING BAR o ° _ e' p DRAIN TILE I�---►Ie 4 �, O e O e ° ;e SHEET METAL / 30# FELT UNDER BEAM AT POINT I /� ° ° } STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK ilii ilii_ m_ o' o•� e 3" PLATE (BOLTED TO BEAM) FRED � TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ° SHIMS TO LEVEL BEAM KEVIN S Cti� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET DRAWN: MH/MS �o SCALE: 1/4"=1'-0" (P * JOB#: 'A ,� October 24,2017 �223�39 �� SHEET NUMBER: OFNEW_�O - 13 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE NT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 693 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 0 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION = APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. Z ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 182a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD O 5), Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored W w to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. h--•� ZO 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal F, POST for any contact with ACQ. O� UU TOP PLATE TOP PLATE BALUSTERS O O RIM/DECK JOISTo HANDRAIL NOTES: U WALL STUD WALL STUD OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types or provided equivalent graspability. F""1 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ( than 6-1/4 inches with a maximum cross section of EACH RAFTER CONNECT OVER USE MIN. 2) 1 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR /2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT ER ELATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 F�•� inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a O ° maximum of 2-3/4 inches. Edges shall have a minimum Q JOIST POST/COLUMN o ° ° radius of 0.01 inches. rn POST/COLUMN 0 ^ UU � NAILING SCHEDULE H p � 0 x ROOF SHEATHING: GIRDER/HEADER O U JOINT DESCRIPTION NAIL NAIL NOTES M � QTY. SPACING POST-TO-GIRDER/HEADER CONNECTION U STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW NAIL 1 COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE NAIL or-4 TO TOP PLATE 10'WALL: 4-8d COMMO11, JOIST N v CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m d+ o ° ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL o` BEARING PLATT: u GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 0 m m OVER PARTITION WFCM-SBC LAP NAIL O P•U COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL v LO ° WOOD JOIST BLOCKING EACH TOE o00 "» TO RAFTER 2 -8d COMMON END NAIL � U ` RIM BOARD EACH END U m m LEDGER 2-16d COMMON +, 19 ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL U .-.' v WOOD JOIST WOOD JOIST WALL FRAMING: COq cu \ JOINT DESCRIPTION NAIL NAILNOTES'A J o W 3 QTY. SPACING TOP PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x 2-16d COMMO PER FACE NAIL I (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR. ROD I I LOCATION USP NUMBER DESCRIPTION APPLICATION STUD TO 4-16d COMMO 24" FACE NAIL W LEDGER TO BE CONNECTED TO BLDG. USING 112 DIA. BOLTS @16 OC WITH WASHERS IF ABLE, SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS I OR BEAM INTERSECTIONS EA. 51 TO ALLOW FOR SHRINKAGE. (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2 -16d COMMO FACE REQUIRED II STUD O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER HEADER TO 16"O.C. FACEU U16d COMMON HEADER ALONG EDGES NAIL 0 FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL Q LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO FACE NAIL N END JOIST OR BLOCKING FOOT F-0 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: @16"oc MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES V BOLTS I QTY. SPACING r l P644 POST 4 I JOIST TO: PER TOE v ANCHOR dia. 4-8d COMMONx FLOOR FRAMING o PIER 16"TREAD p ' •• ...• MINIM M s SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS °•° o 'o o END ANCE v ° BRIDGING EACH TOE °• ° ° '•� 12"x12N12" " ° 2 -8d COMMON" > TO JOIST END NAIL GRADE p • CONC.SLOB •°ro a' •o CONCRETE FOOTING » BLOCKING FOR (AS REQ.) A °r' ••$•• v A TO JOIST END NAIL JOIST HANGER 2 8d COMMON B"dia. e ,�a DECK PIER > RED LAG BOLTS p CONC. PER PIAN BLOCKING TO: EACH TOE '(E .9 3'-0 3 -16d COMMO Cj R c 4• PIER o""4" HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL VIN C,y RIM JOIST/BD. I o SIMPSON STRONG TIE MODEL STRR1/2 `SC' p v LEDGER STRIP EACH FACE .� 15L y DECK POST FTG.CONNECTION 3 -16d COMMO ° °°• •��= INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAI � � � LOCATION USP NUMBER DESCRIPTION APPLICATION n�i JOIST ON LEDGER PER TO 3 8d COMMON * _04 DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NA -; N DRAWN: MH/MS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMO PER EN * SCALE: 114"=1'-0" TO JOIST JOIST NAIL233 O ��- JOB#: ? 9 BAND JOIST TO: PER �F �(� October 24,2017 F2- d COMMO TOE NAIL SILL OR TOP PLATE FOOT NE SHEET NUMBER: A- 14 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). 1fhe designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION v� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION 4 - 16d COMMONDETAIL PAGE & GENERAL NOTE PAGE O INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at theanel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: Q� P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. H 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE „y U such as bookcases, shelving, ant HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. "C� pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified � in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BAND JOIST 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 H 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors above typical rade. FLOOD g ( ) YP g 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 130 B SEVERE 3 FT. _ 20 PSF 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE • � 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD CA along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - l6d COMMON JOIST NAIL � Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES C) a 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL �C N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O BAND JOIST PER END ^ U the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL F'--I o C7 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 00 FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F S H EATH I N G: U For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Edition Wood FramingConstruction Manual. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. ' 3Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. 0rwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD `ter v 5 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m 4 o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 °X openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING' openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall �- p U 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES x o openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL i� w U � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � z and blocking where applicable. QTY. SPACING C U) a 00 .� � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 P4 r -� 4 -t'-' U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o•� `" anchors where applicable to all connecting joists. be used. C5M V) PLUMBING NOTES 7/16" OSB 3" O.C. EDGE Ln a� PLYWOOD 6d COMMON6" O.C. FIELD 2 . Tabulated 12 inch o.c. nails co U n co 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential ) pacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. W on plans. WALLBOARD 10" O.0 . FIELD � 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted.where applicable unless otherwise noted. P g 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. W p STRUCTURAL PANELS 8d COMMON, 6 O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD U0-49). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists V under all bearing walls. ) p g pp y NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED 0 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. needed.0). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ENE, N equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. (, ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. cn adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces rYi Over SUbfIOOr as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1:41). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of , ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or c>.SERED,q� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 GN �EVINS Ctii torch down type material over. and R315 of IRC. �O 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. N� r �4 SCALE: 1/4"=1'-0" JOB#: O2'2339 �� October 24,2017 NEV`I�O SHEETNUMBER: A- 15