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Home My WebLink About42139-Z � SUFC�G Town of Southold 10/16/2018 P.O.Box 1179`, 53095 Main Rd a601 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39973 Date: 10/16/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 780 Minnehaha Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-2-43.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2017 pursuant to which Building Permit No. 42139 dated 11/13/2017 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: alterations and additions, including deck additions and screened porch, to an existing one family dwelling as applied for. The certificate is issued to Pufahl,Helen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-49788 9/27/2018 PLUMBERS CERTIFICATION DATED 10/4/2018 Geo Berry, Jr t oriz Signature g11fF0(,�-c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 42139 Date: 11/13/2017 Permission is hereby granted to: Pufahl, Helen 164 E Shore Rd Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 780 Minnehaha Blvd., Southold SCTM #473889 Sec/Block/Lot# 87.-2-43.1 Pursuant to application dated 10/27/2017 and approved by the Building Inspector. To expire on 5/15/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $952.80 CO -ADDITION TO DWELLING $50.00 Total: $1,002.80 BJ 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. 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-existing Building: ✓ (check one) Location of Property: r0 40cJl7roc9 House No. Street Hamlet Owner or Owners,of Property: _ N Suffolk County Tax Map No 1000, Section Qh-700 Block Q2.00 Lot 0�ta,OC21 Subdivision Filed Map. Lot: Permit No. q2j 39 Date of Permit. // 17 Applicant:�� ,� Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ / X 142 Applican na re Certificate of Compliance ......... ...................................................................................... ....................... .................. .............. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .... ................... .......................................... . ................. .................... ..................................... .... CERTIFIES THAT Upon the application of Upon premises owned by Pinti Electrical Inc. Pufahal Residence 640 New York Avenue 780 Minnehaha Blvd. Huntington, NY 11743 Southold, NY 11971 Located at: 780 Minnehaha Blvd., Southold, NY 11971 Application Number#: '18-49788 Certificate##. 18-49788 Electrical License#: 33025-ME Section: Block: Lot: Building Permit#: 42139 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Entire House Renovation w/Service Equipment/Air Conditioning A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code`Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of September 2018 Name QTY Duplex Receptacle- 15 Amp, 120V 50 Paddle Fan- 15 Amp, 120V 5 ARC-Fault-20 Amp, 120V 2 Dishwasher Circuit-20 Amp, 120V 1 Incand. Fixture- 15 Amp, 120V 49 AC Blower- 15 Amp, 240V 4 Exhaust Hood -20 Amp, 120V 1 AC Condenser-30 Amp, 240V 2 Electrical Inspector: Anthony Giordano �pj .... DD j M �APPROVEDo_ T - 2 2018 3 DYiG� . TO ®F SQITfi11�®�� This certificate is not valid unless raised seal is present. Certificate of Compliance _..................................................... ............................................. ...................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. ............................... ...... ........................................... ...... . ............................... ...........I................. CERTIFIES THAT Upon the application of Upon premises owned by Pinti Electrical Inc. Pufahal Residence 640 New York Avenue 780 Minnehaha Blvd. Huntington, NY 11743 Southold, NY 11971 Located at: 780 Minnehaha Blvd., Southold, NY 11971 Application Number#: 18-49788 Certificate#: 18-49788 Electrical License#: 33025-ME Section: Block: Lot: Building Permit#: 42139 Name QTY ARC-Fault- 15 Amp, 120V 1 ARC-Fault- 15 Amp, 120V 6 Combo Smoke & Carbon Detector- 15 Amp, 120V 2 Dimmer- 15 Amp 120V 15 Dryer Receptacle/Circuit-30 Amp, 220V 1 Exhaust Fan- 15 Amp, 120V 3 Furnace Circuit- 15 Amp, 120V 1 GFI Receptacle- 15 Amp, 120 V 11 Meter-200 Amp, 240V 1 Service Disconnect-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano 'APPROVED' !_ q- %,% .rmnm..... is certificate is not valid unless raised seal is present. OCT - 2 2018 / t{� B U�.LDAITd'49'gD TE, A n 1� OWpIL/OIFSO Jg7�p.�'OLD Certificate of Compliance .................................................... .... ........ . ............................................................................. ...... . CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................. ........ ............. ................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Pinti Electrical Inc. Pufahal Residence 640 New York Avenue 780 Minnehaha Blvd. Huntington, NY 11743 Southold, NY 11971 Located at: 780 Minnehaha Blvd., Southold, NY 11971 Application Number#: 18-49788 Certificate#: 18-49788 Electrical License#: 33025-ME Section: Block: Lot: Building Permit#: 42139 Name QTY Switch - 15 Amp, 120V 31 Electrical Inspector: Anthony Giordano ........... This certificate is not valid unless raised sea[ is present. RECENT. OCT - 2 2018 TOWN0-F S®SOL" %M-Du Town Hail,53095 Main Road ® Fax(631)766-9502 ?.0.Bot 1179 � � Telephone(631)765-1502 Southold,New York 11971-0959 - BUILDING-DEPARTMENT T OTT OF SOU HOID CERTIFICATION Date: /0-'�- Building Pernift No. x'12 13g Owner: P06981 (please print) Plumber: Iease print I certify that the solder used in the water supply system contains less than 2110 of I% lead. lumbers Si e) Swom to efore me this day of , 20� M, NotaryPub lic _ $ Y u Nota 'County SOplyo TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: OV I - V:.f IV DATE l INSPECTO OE SOUjyolo cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rr"_ ww(� vm 1, DATE INSPECTOR q-)Il'2q q SOUTyo coulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] OUNDATION 2ND [ ] INSULATION N/f FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P NETRATION [ ] ELECTRIC L (ROUGH) ELECTRICA (FINAL) EMARKS: 1 ✓�ts O K it Dzol" o AAA K r DATE 9 INSPECTOR SOUjh, �o� olo coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-NSPECTION [ ] FOUNDATION 1ST [ ] w6GH PL13G. [ ] FOUNDATION 2ND [ (INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c>4<vlA 0 6w • vfin �S DATE INSPECTOR 500Ty TOWN OF SOUTHOLD .BUILDING DEPT. 765-1802 INSPECTION , [ Y DATION 1 ST [ ] ROUGH PLBG. DATION 2ND [ ] I ULATION ING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Env DATE 0 INSPECTOR zV 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 9 Aildre§s16f rSWinnehaha Blvd,Southold NY 11971 Test Date: 8/29/2018 uitcfng e til i� _•� Compliance Pathway: Prescriptive Test ccQle?&%y: ristopher Silvia RESNET Rater ID#: 4150294 Home Energy Solutions Inc. NATE ID#: 187 East Main Street ICC ID#: 8417821 'V'TI7,,JHuntington, NY. 11743 BPI ID#: 50021 631673-0664 Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1,042 10.0 10,420 ❑ Sealed Attic 2nd 1,042 8.5 8,857 3rd 0 Attic 0 *The conditioned floor area of dwelling is calculated in accordance with ANSI Z765,except that conditioned floor area Total Volume: 19,277 includes areas w re the ceiling height is less than 5 feet. CFM @ 50pa: 729 Air Changes/Hour @ 50pa: 2.27 . Code Compliance: PASS Duct Tightness : Exception -All Ducts Located In Conditioned Space System#1: 1st Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 1,042 Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A System#2: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A System#3: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASE RAE/ASTM E779 or ASTM E 1827 as required by the 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 by the 2015 TFCC as amended by the 2016 New York State Supplenment, Section 4033.4. Signature: - /' Date: O o� Christopher SilVia,-Home Energl(Solutions Inc. 1 H EA 1114 1-1 CN Al L E N E 11 G " Load Short Form Job: 780 Minnehaha Blvd 5 L It T I C?A's Date: 5/29/2018 Entire House By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad corn Web home-energysolutions com s • - • • For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 Design • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 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) BASEMENT UNIT 3 228 4320 1992 400 400 IST FLOOR UNIT 1019 24204 13303 1000 1000 BASEMENT UNIT 4 185 3531 1594 400 400 BASEMENT UNIT 563 7595 3978 400 400 Entire House 1995 39650 20868 2200 2200 Other equip loads 7072 1221 Equip. @ 0.91 RSM 20013 Latent cooling 3997 TOTALS I 1995 I 46722 I 24010 I 2200 I 2200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I 2018-May-3013 37 35 Wl l Right-Suite®Universal 201818 016 RSU26249 Page 1 Ica Jobs\780 Minneha'�hpavBlvd\780 Minnehaha Blvd rup Calc=MJ8 faces. N 1-1 O Ivi L E \'E It G Y Load Short Form Job: 780 Minnehaha Blvd S C L U T I O!'�5 Date: 5/29/2018 1ST FLOOR UNIT By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone:631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com -Projelb.t Information For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 p- • • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make TRANE Make TRANE Trade Split Systam Heat Pump Trade Split Systam Heat Pump Model 4TWR403OG Cond 4TWR403OG AHRI ref 8908428 Coll TEM4AOB30S AHRI ref 8908428 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 19600 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 8400 Btuh Temperature rise 25 'F Total cooling 28000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.075 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=18°F Backup: In ut=10 kW Out ut=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) KITCHEN/LIVING 587 15515 8660 641 651 BATH 67 1103 470 46 35 NEW BATH 61 988 386 41 29 BEDROOM 2 124 3229 1585 133 119 HALL 43 145 52 6 4 BEDROOM 1 136 3223 2150 133 162 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofv 2018-May-30 13 37 35 . . ., RightSwte@ Universal 2018 18 0 16 RSU26249 Page 2 Jobs1780 Mmnehaha Blvd1780 Minnehaha Blvd rup Calc=MJ8 faces N 1ST FLOOR UNIT 1019 24204 13303 1000 1000 Other equip loads 3579 618 Equip.@ 0.91 RSM 12613 Latent cooling 3567 TOTALS I 1019 I 27783 I 16180 I 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrightsdft" 2018-May-30 13 37 35 Right-Suite®Universal 2018 18 0.16 RSU26249 Page 3 JobSV80 Minnehaha Blvd1780 Mmnehaha Blvd rup Calc=MJ8 faces N 1-1 U 41 E L N L RG " Load Short Form Job: 780 Minnehaha Blvd s CF L li T I�]n s Date: 5/29/2018 L "mom"'-'_ BASEMENT UNIT By: Matthew LaMay Horne Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn Web home-energysolutions com .'Orojed"t lnforfnatiow For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 Desig • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make TRANE Make TRANE Trade MULTI-ZONE DUCTLESS Trade MULTI-ZONE DUCTLESS Model 4TXM6524A1030 Cond 4TXM6524A1030 AHRI ref Coil 4MXW8509A AHRI ref Efficiency 8.2 HSPF Efficiency 10.2 EER, 16 SEER Heating input Sensible cooling 6720 Btuh Heating output 11000 Btuh @ 47-F Latent cooling 2880 Btuh Temperature rise 25 °F Total cooling 9600 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.101 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=-2°F Backup: Input= 10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 394 7595 3978 400 400 LAUNDRY 82 0 0 0 0 BASEMENT BATH 48 0 0 0 0 MOD HALL 39 0 0 0 0 BASEMENT UNIT 563 7595 3978 400 400 Other equip loads 1645 284 Equip.@ 0.91 RSM 3861 Latent cooling 1072 TOTALS I 563 I 9240 I 4933 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11101 Iglr717 50fC" 2018-May-30 13 37 35 Right-Suite®Universal 2018 18 0 16 RSU26249 Page 4 Jobs\780 Minnehaha Blvd1780 Mmnehaha Blvd rup Calc=MJ8 faces N HC�Nt E r\E h G Load Short Form Job: 780 Minnehaha Blvd S 0 L U T 10 N 5 Date: 5/2912018 BASEMENT UNIT 3 By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com • ett 1nf0' rM' atioh"' For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 II - • • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make TRANE Make TRANE Trade MULTI-ZONE DUCTLESS Trade MULTI-ZONE DUCTLESS Model 4TXM6524A Cond 4TXM6524A AHRI ref Coil 4MXW8509A AHRI ref Efficiency 0 HSPF Efficiency 10.2 EER,0 SEER Heating input Sensible cooling 6720 Btuh Heating output 1100 Btuh @ 47°F Latent cooling 2880 Btuh Temperature rise 3 °F Total cooling 9600 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.093 cfm/Btuh Air flow factor 0.201 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=47'F Backup: Input=10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 3 183 4320 1992 400 400 BATH 3 45 0 0 0 0 BASEMENT UNIT 3 228 4320 1992 400 400 Other equip loads 967 167 Equip.@ 0.91 RSM 1956 Latent cooling 854 TOTALS I 228 I 5287 I 2811 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W t 111t50ft" 2018-May-30 13 37.35 Right-Sude®Universa1201818 016 RSU26249 Pages Jobs\780 Minnehaha Blvd\780 Minnehaha Blvd rup Calc=MJ8 faces N N Job: 780 Minnehaha Blvd -1�1�r� L ►= ;` �RGI- Load Short Form S 0 L U T 10 N S Date: 5/29/2018 BASEMENT UNIT 4 By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail cam Web home-energysolutions.com Project • • For: Pufahl Residence 780 Minnehaha Blvd, Southold, NY 11971 'besign hitormation.: Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make TRANE Make TRANE Trade MULTI-ZONE DUCTLESS Trade MULTI-ZONE DUCTLESS Model 4TXM6524A1030 Cond 4TXM6524A1030 AHRI ref Coil 4MXW8509A AHRI ref Efficiency 8.2 HSPF Efficiency 10.2 EER, 16 SEER Heating input Sensible cooling 6720 Btuh Heating output 11000 Btuh @ 47°F Latent cooling 2880 Btuh Temperature rise 25 °F Total cooling 9600 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.113 cfm/Btuh Air flow factor 0.251 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacitybalance point=-44°F Backup: Input=10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) BEDROOM 4 185 3531 1594 400 400 BASEMENT UNIT 4 185 3531 1594 400 400 Other equip loads 880 152 Equip.@ 0.91 RSM 1582 Latent cooling 793 TOTALS I 185 I 4412 I 2376 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A�_ righetsoft- 2016-May-30 13 37 35 IO,,, - W Right-Suite@ Universal 2018 18 0 16 RSU26249 Page 6 U Jobs\780 Mlnnehaha Blvd1780 Minnehaha Blvd rup Calc=MA faces N 1-1 Oft.M iv E N E roc)' Manual S Compliance Report Job: 780 Minnehaha Blvd S Q L U T 1 Q N S Date: 5/29/2018 1ST FLOOR UNIT By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn Web home-energysolubons com P • • • For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 F. 'toolihgEqui:pmenf Design Conditions Outdoor design DB: 85.67 Sensible gain: 13921 Btuh Entering coil DB: 76.5°F Outdoor design WB: 72.1'F Latent gain: 3567 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 17489 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TWR4030G+TEM4AOB30S Actual airflow: 1000 cfm Sensible capacity: 19600 Btuh 141%of load Latent capacity: 8400 Btuh 235%of load Total capacity: 28000 Btuh 160%of load SHR: 70% fleatirig Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 27783 Btuh Entering coil DB: 67XF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TWR4030G+TEM4AOB30S Actual airflow: 1000 cfm Output capacity: 27800 Btuh 100%of load Capacity balance: 18 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 10.0 kW 123%of load Temp. rise: 31 °F Meets all requirements of ACCA Manual S. wrightsoft- 2018-May-30 13.37.35 �� ,.,.,.,,.....»,..,..,, Right-Sude®U Universal 2018 18 0 16 RSU26249 Page 1 Jobs\780 Minnehaha Blvd\780 Minnehaha Blvd rup Calc=MJ8 faces N 1-1 OV% M L L N E: 1L G 1' Job: 780 Minnehaha Blvd Manual S Compliance Report Si?LUTIC>NI, Date: 5/29/2018 BASEMENT UNIT By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone,631-673-0664 Email gdlamay3@gmail corn Web home-energysolutions com • • • For: Pufahl Residence 780 Minnehaha Blvd, Southold, NY 11971 .,Cooling • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 4262 Btuh Entering coil DB: 76.8°F Outdoor design WB: 72.1'F Latent gain: 1072 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 5334 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A1030+4MXW8509A Actual airflow: 400 cfm Sensible capacity: 9600 Btuh 225%of load Latent capacity: 2880 Btuh 269%of load Total capacity: 12480 Btuh 234%of load SHR: 77% 'Heafin• Equipment. Design Conditions Outdoor design DB: 10.6°F Heat loss: 9240 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A1030+4MXW8509A Actual airflow: 400 cfm Output capacity: 11000 Btuh 1191/16 of load Capacity balance: -2 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. t -Fliiii- wrigfrtsoR- 2018-May-3013 37.35 Right-Suite®Universal 2018 18 0 16 RSU26249 Page 2 JobsV80 Minnehaha Blvd1780 Minnehaha Blvd rup Calc=MJ8 faces, N Job: 780 Minnehaha Blvd ,ac*;n�r ,: r: r+E r�.G r Manual S Compliance Report S O L U T 1 0 A 5 Date: 5/29/2018 BASEMENT UNIT 3 By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com Web home-energysolutions.com • • • For: Pufahl Residence 780 Minnehaha Blvd,Southold,NY 11971 'Coolhig • •menf Design Conditions Outdoor design DB: 85.6°F Sensible gain: 2159 Btuh Entering coil DB: 76.1°F Outdoor design WB: 72.1°F Latent gain: 854 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 3014 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A+4MXW8509A Actual airflow: 400 cfm Sensible capacity: 6720 Btuh 311%of load Latent capacity: 2880 Btuh 337%of load Total capacity: 9600 Btuh 319%of load SHR: 70% Heatih'g Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 5287 Btuh Entering coil DB: 69.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A+4MXW8509A Actual airflow: 400 cfm Output capacity: 11000 Btuh 208%of load Capacity balance: 47 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrightsoft- 2018-May-30 13 37 35 irk +e..•. a ..,. ., RightSude®Universal 2018 18 0 16 RSU26249 Page 3 v71 Jobs\780 Minnehaha Blvd\780 Minnehahs Blvd rup Calc=MJ8 faces N -1�F N4 E E N E k G I' Manual S Compliance Report Job: 780 Minnehaha Blvd S o L U T 10 S Date: 512912018 BASEMENT UNIT 4 By: Matthew LaMay Home Energy Solutions 187 E Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn Web home-energysolutions corn *.Project InfOrmationh For: Pufahl Residence 780 Minnehaha Blvd,Southold, NY 11971 Cooling • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 1746 Btuh Entering coil DB: 76.0°F Outdoor design WB: 72.1°F Latent gain: 793 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 2540 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A1030+4MXW8509A Actual airflow: 400 cfm Sensible capacity: 6720 Btuh 385%of load Latent capacity: 2880 Btuh 363%of load Total capacity: 9600 Btuh 378%of load SHR: 70% Heating �,quipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 4412 Btuh Entering coil DB: 69.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: TRANE Model: 4TXM6524A1030+4MXW8509A Actual airflow: 400 cfm Output capacity: 11000 Btuh 249%of load Capacity balance: -44 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. -�- wit ig1 tsoflr" 2018-May-30 13 37 35 rWv,.._..»..y_ RightSurte®Universal 2018 18 0 16 RSU26249 Page 4 +� Jobs\780 Minnehaha Blvd\780 Minnehaha Blvd.rup Calc=MJ8 faces- N J. n HUNTER Y'.flV 11ERPRI ON im - ®®D SES, INC.� �¢gTli'lL/®O�'-"""'"-" UN HA HUNTER WSULATI -T3-4120 fax(631)283-4163 675 Elton Street,Riverhead,NY 11901 (631)28 April 2, 2018 RE: 780 Minnehaha To Whom It'May Concern, This letter certifies that the above referenced house was insulated as follows: Basement walls 2" R-13 closed cell foam. Above grade exterior walls 2" closed ce-ll foam and 3 %2" R-13 fiberglass total R-26. Roof line 4%2" R-30.closed cell foam. Sincerely, Kevin Burch z O DC315 Intumescent Coating Description f DC315 is an intumescent coating for Spray Polyurethane Foam 1' (SPF)and provides an alternative 15 or 20 minute thermal barrier. Tested and compliant in the USA by ICC-ES,AND Canada by CCMC, OC315 is the most tested and approved alternative thermal barrier on the market today! hw; To be approved as an Alternative Barrier System,DC 315 is a applied over a manufacturer's SPF and tested to the criteria of NFPA 286,UL 1715 or ISO-CAN/ULC 9705 for duration of 15-20 •••a•�^ minutes by an accredited fire testing facility.DC 315 has also ( ®C315 been tested as an ignition barrier under AC 377 Appendix R DC315 is fully AC456 Compliant and satisfies the International Building Code(IBC)International Residential Code(IRC)National Building Code of Canada(NBCC)and many other International model building codes. n DC315 Tested Solutions for Spray Polyurethane Foam •More full scale Thermal and Ignition Barrier tests than any other product in the world •DC 315-3rd.party inspected for Quality Control-Warnock Specifications Hersey IntertekW/N 20947 •Tested useful life,fire resistant property is not compromised Finish: Flat after 50 years Color: Ice Gray,White and Dark Grey •Top coat for color,weather&moisture protection,tested,via are special order NFPA 286 full scale testing V.O.C.: (47 gll) •ANSI 51 testing for incidental food contact •Passed CAL 1350-qualify DC 315 as a low-emitting material in Volume Solids: 671/o the Collaborative for High Performance Schools rating system Drying Time @ 77°F&501/6 RH To touch (CHPS Designed&CHPS Verified) 1-2 hours to recoat 2 to 4 hours •Passed strict EPA—V.0 C.and AQMO air emission Type of Cure: Coalescence requirements(for all 50 states) •3rd Party tested"Single Coat Coverage"up to 24 Mils WFT,on Flash Point: None ceilings and walls,reducing labor costs equaling higher profits Reducer/Cleaner. Water •Meets Life SafetyCode 101 •Meets LEED's point Shelf Life: 1 year(unopened) *End Use Applications:DC315 is for interior use as a thermal Packaging: 5&55 gallon containers or ignition barrier coating to protect SPF.Contact IFTI for Shipping weight: 5 gallon pail-58 lbs.55 gallon instruction for using DC315 in other applications such as,but drum-640 lbs. not limited to,cold storage,parking garages,high humidity,or Application: Brush,roller,conventional and any unconditioned spaces. airless spray Performance: 50+years HOAC tested WH Listed: Spec ID 32890 � z'otr„��%'F”, —,r gyres^• `;.s �e-,v,$.3?�s _ �. -s g," = `a xx -=a' z�rt!'�^�^�,�;:�:..,�,e+°�'^'.',�^.�^ �;S° -`a'F `-, >�^,r',g ..{. ,.,ya �, ''r'a� �,r,F �d�_ '.3 .'s� ,kms „�9Y•. .�,'��.,�.,,� !>,. .,t` sr�. 4i?d.. -..y.. ��"" t. �4""��T ''ti �,=-�"; .4 i�' '<�"fi _ %i4;;'" i e'�E•4-•t5�ri-.V ii".s 3' .-.'r��=) "�� fe :�''.'n-. �'d il0m� 7a'"r .u�`.` S�.e6' ;�;�k-,�" r' �� '''�' T'•c,�,.., a+��A .S ^�'- rte' -�" » ta/■ �A R � ��+::- n j C l�,a U4 C qS 1 MR . .. irtwta ,. 4 '�.�.�T^".�c}`,� .fir,"1'! _ •• - ^.}a-,� hf e:�; ' ,t� `-'`' - DC�31. 5 �' nt!uMescent Coat '�' ng Visit us at our website www.painttoprotect.com to obtain a current equivalent matrix of all the manufacturer's foams DC 315 has been tested i psi: 3000 and approved as Thermal or Ignition barriers in compliance with 0------___v__ _.__. -_. ___--_ current Building Codes. ;QPM. — 1.1 ---_— -- Tip.ti 517-523 orequivalent International Building Code Fre Performance Requirements for Fitter. Removal from the machine and gun is required SPF:The International Building Code(IBC)mandates that SPF be !Hose: _ 3/8"diameter aidess spray line for the first 100'from,pump separated from the interior of the building by a 15-minute thermal j and 1/4"x T whip j barrier,or other approved covering DC 315 passed certified Pump: (Grace)Te�xSpr4y Mark or equivalent, NFPA 286 and UL 1715 test over a variety of open and closed PSI:, 3300 i cell spray applied urethane foams that were conducted by IAS M GP "__-" GPM: 1.35 certified testing facilities.All tests performed comply with the requirements of 2009 IBC Section 803.1.2,and Section 2603.9;2012 P.__.__.Tip:_ 517-523 or equivalent. _-... _. IBC Section 803.1.2 and Section 2603.10 Filter. Removal from the machine and gun is required Hose: 3/8"diameter airless spray line for the first 1 00'from pump f Alternative Ignition Barrier Assemblies DC 315 meets the and 1I4"x 3',whip requirements for ignition barrier per AC 377,Appendix)L o •00 or equivalent ;PSL•:-____3300 ___._____ �___._ ___.____ __. __-�._—� ._J National Building Code of Canada Alternative thermal Barrier GPM: 2.2 Assemblies:DC315 prevents flashover for 10 minutes for "T,_—_�-7-52 Tip..^ 517-529 or egwvalent. Combustible Construction or20 minutes for Non-Combustible --- -- . _ ______ construction when tested to the CAN/ULC 9705 Standard and Filter. Removal from the machine and gun is required _— meets the Intent of NBC Section 3.1.5.12 for the protection of f Hose: 1/2"diameter airless'spray line for the first 100'300'from k , foamed plastics.Ensure application thickness is applied according pump and 1/4"x 3'whip to building type. Pequivalent GH 833 or _PSI: 4000 European Union:DC315 has been tested over both medium density GPM: 4.0 and low density spray polyurethane foam and provides an EN13501- Tp` 517-529 or egwvalent y 1 Fre Classification of B-S2-D0. l:_ :, _-___ Filter: Removal from the machine and gun is required Australia and New Zealand:DC315 has been tested to the AUS :Hose: 1/2"diameter airless spray line for the first 100'-300'-from rl pump and 1/4"x3'whip ISO-9705 over spray polyurethane foam and meets Group 2 Classification.IS05660(part land 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating. Testing USA European Union •ASTM E84-Flame Spread 0 Smoke 10 •BS 476 Part 6&7 •NFPA 286,UL1715 •BS EN ISO 11925-2 •ASTM E2768-30 minute Ignition Resistant material •EN 13823 •EN 13501 Classification B S2 DO Canada •CAN/ULC S102 FSR 23 SDC 145-(tested as a system over SPF) Australia/New Zealand •CAN/ULC S 101 •AUS ISO 9705 •CANIULC 970510 and 20 minute assembly testing •ASINZS 1530.3 •AS 5637.1 Group Classification 2,NZBC Group 2-S •ISO 5660 Parts 1 and 2 ROOA r :h' . � .� ''t" - - '':v'"�rf rc%e'`j -...'.�- s/-�-'f.. - —•--ntY 1j' -- - .;" s - -o -t I -O fice-99:9 �85BBr IntemationatRrepro f,Technoagy, �Inrernauona!,iiroiio'oc Technolo' 'Yis& y;`- r. M. :IVF'!+, -M �w"_ ; o,•' ;�;�.. ..:�,r>s'=t,l.�. _P w J#,; -. - :Vag •rr, " �e,. 6 4 - ell�iie, `mi`n iotect`o ,"e, , `17528 on`'Ka maOve Irvin ,CA 92 1 W S .,:wwwP P c m., v� � TheU/HmcleinFFr'eslopS`olulions'midFwe�ProtectiveCoafings_'` �;,. -.,.�:: - - - _w-'r'� �:.xi+;I' - Rev:04201B �J "tEmalt:Tlp@pamttoprotectcom i ,L _ -- - x.� ;,ir;_:-p.`.I:_r-i„• ",S' ,- - !�tt;", � ^3- :o. ,;�•- rk"�;w"�'"4-�v', x.' , Le,- C- ti 4 I .l.u,..�."''''i'r. d.m _ _ ..av-.._< - ....�.....�.ea.s..+ -_ _ _ ..✓ -a..ss->_C:.i.'...etx ....,.-...._. r•- S FIELD INSPECTION REPORT DATE COM TS l ! l FOUNDATION (1ST) --------------------------------- 'FOUNDATION (2ND) j t17 vM 1 O yes l� a► 'Juh6lARU Q v 0 ROUGH FRAMING& �Y✓ y PLUMBING 1 Vrollir-Wt t Pi �J • INSULATION PER N.Y. w H STATE ENERGY CODE r� Vv rl t A l o FINAL ADDITIONAL COMMENTS � b � z d b H TOWN Off' SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 13UILBING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey. Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined J 20 Single&Separate R-1 Truss Identification Form D Storm-Water Assessment Form OCT 2 7 2017 contact: Approved J 20_a -Mato: 11'U`-C.0 Disapproved a1c Bim`'111:N0 DR'PT. �Ot 6)Gti nogrn Iiyc. TOWN OFSOUTH Phone: 6'71 - -79'77102 Expiration 5 11 20 Building IhVegl& 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. ;r. (Sigdage of apilicaVr name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Bel, 1 (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. -, 1 9 H i Plumbers License No. 3 1571 Electricians License No. , Other Trade's License No. 1. Location of land on which proposed work will be done: 780 Minnehaha Blvd Southhold House Number Street Hamlet County Tax Map No. 1000 Section 87 Block 2 Lot 43.1 Subdivision Laughing water section One Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and Occupancy Single Family Residence b. Intended use and occupancy single Family Residence 3. Nature of work(check which applicable):New Building Addition X Alteration X 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 mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any: Front 23'-7" Rear 23'-7" Depth 52'-2" Height +i-1T-5"avg. Number of Stories 1 Dimensions of same structure with alterations or additions: Front 4T-7" Rear 47'-7" Depth 52'-2" Height 23'-3"Avg. Number of Stories 1 8. Dimensions of entire new construction: Front 47'-7" Rear 47'-7" Depth 52'-2" Height +i-23'-3"Avg. Number of Stories 1 9. Size of lot: Front 2089' Rear 108.11' Depth 198.70' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF Qf being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, - (S)He is the owx"— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this da {��AR SCIOLIe of New York Notary Public Qualified in Suffolk County, S ature of Ap scant commission Expires Feb.9,20 , Town Hall Annexes. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 VO.' Southold, NY 11971-0959 ,►- BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: — / 7 Owner: Location of Property: 780 Minnehaha Blvd. Southhold, N.Y. Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof fr mi g (FR) Signature: Ag/ Name (person submitting this form): z�77 Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 i _r SUFFC ,j SCOtt A. Bussell SUPERVISOR _ IM ANAG)ENUEN T SOUTHOLD TOWN HALL-P.O.Boz 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 2��0 �� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET -(TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF '>('lH[]E 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. ❑U B Excavation or f illing involving more than 200 cubic yards of material ithin any parcel or any contiguous area. ❑ErC. Site preparation on slopes which exceed 10 feet vertical rise to � 100 feet of horizontal distance. E]D" lir Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ 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-Infor-mation,-Date-&-County-Tax-Map-Number-!---Chapte"36-does-not-apply-to-your-project� If you answered YES to one-or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to-the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date: Dibtmt NAME NWCR 1 a�AJGCK)rVC_ 9-1 L13, 1 I oa-717 Section Block Lot V L Contact In(orman(s �� I� ( — ! �� i'l),Z i.�lt_�1�.�(.t ;iLi _7?1,lil ;Y-I I_._._. 0N LY By: — — — — — — — — — — — — — — — — — — Property Address / Location of Construction Work Date — — — — — — — — — — — — — — — — Approved for processing Building Permit In/ _P,9MA � Stormwater Management Control Plan Not Required. Ny 0971 ❑ Stormwater Management Control Plan t�.Required. (Forward to Engineering Depaitment for Review) FORM SiVICP-TOS MAY 2014 � use C :eco►. g1�FFpl4' 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 roger.riche rt(atown.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: M QA-7— Date: Company Name: ) c �L �C Name: / T - j tv-T-T License No.: 33C25— ,/yam email: Nl& Oi�T-T— Address: YV ez-j E hle�T,14ly, �. /1'?L/3 Phone No.: — 'qS 3—)a 9/ JOB SITE INFORMATION: (All Information Required) Name: P=0 6 A-f Address: r) 5-0 , LlIVe-1I 4h Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 6DI caA��e h-7--IQ Circle All That Apply: Is job ready for inspection?: V S NO Rough In Final Do you need a Temp Certificate?: 0/ NO Issued On Temp Information: (All information required) Service Size3 Ph Size: 0 0 A # Meters �_ Old Meter# 1 P New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (.*5 --%.. u5ca Cr4lPi Request for Inspection Form As ed -ems�.;�' �• .� � `„�, �� m Yr....w.sr . . ;` \ td •Ra. •� �.-Z iii'!`?��,;7 Al �:: ,. .� 1. ,�!;�•!�w orn _ B� ` M d r i i ` a :i yy yJK i d h ,i 46'li WL -4—,. ., .Q.,j '�.9f t� � t _� '., +;tri ♦ ��'�,'... A .. �.Apt { •`,Yew f L,t„',. _i 3' '' ot s — i } Alve !It I -AW �_ll I W NOOki INSWIM1,1174 I 4wo igm 'A $Fj NZ Ak L Lr� t !4; '• z . 1 i SAT �� •. ��:� ` 'k�:t 3'y fir` r' Fk w� �9.' "7 k:; ' �I� � �. .;� i ?:�.., # , t`fit �$�� ut' srrs<"' ',_ ,•'4, , Ir VA OW It <„ + iI 1 1 i 1 5 WRA _ 1 •t 7 r CONSENT TO INSPECTION Q�- "I -, the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 780 Minnehaha Blvd.Southhold, N Y which is shown and designated on the Suffolk County Tax Map as District 1000, Section 87 , Block 2 Lot 43.1 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Additions and alterations to an existing single family residence with additions as follow:Screen Room-342 sf,Front Deck-55 sf,R.O.Porch-319 sf, Rear Deck#1 -56 sf and Rear Deck#2-109 sf. That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 5/o ( ignat e 1 (Print ame) f (Signature) (Print Name) SURVEYED FOR:-.BOSS a(.1E'4M AOL^11/X`, l LOCATED AT Z d4lkSNII../G ".-,'47-E.e .SE'CT/ON OA/E , TOWN OF %Z57OVTN«1 , SUFFOLK COUNTY N.Y. LOT OFFSETS FROM STRUCTURES MAP OF TO RELATIVE BOUNDRY LINES, CO. CLK. NO. FILED SCALE 1" =3Q' ON SURVEY, ARE FOR A SUFFOLK CO. TAX MAP DATA:- SPECIFIC USE ONLY, AND DIST.AW47 ,SEC. 42&7 470 SHOULD NOT BE USED FOR CONSTRUCTION OF FENCES BLK. OQ?Q4 LOT 043.aOl OR OTHER STRUCTURES. Ex.otic, ve�ti T- As� ME.44Y EX�sT o,E. e Al /2®-0t::F'kv / S..70 9 14 �ti� rod � �� __._ • ��• ,�,�� - Aa 60 /D�r.�7 ,le - O ' C F/.2sr G i •�,yT 7 100 /.�./a�/Q•�LbtCE �. Gk"/NEiti��.0 ��' �s:��.'S •��'E w- �,� �rT!$ V `i:_,r .,� ' ' pho , tA �,vACcx�►7',viv. oc�'X5-1.9&7 Q� 1.1 � � �,�0.5- C � el*w'vG'&A1r/o^1 /7/i9zf7 _ SURVEYED -IZ14Y _5 is494BY Ii� � r� WILLIAM R. SIMMONS JR. �1 / ) P/O BOX 377 2 JAMESPORT, L.1., N.Y. 11947 � /C/oTE.�•�lJooc c�'LvG-''LG Lo�4Tr©rYy_8Y Dw�E,e_ �.T,�,acToQ 1 _ FILE NO. /O, PAGE 2,3 GRID H-4c! ` YO W Workers' CERTIFICATE OF INSURANCE COVERAGE ATE Board Burd UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured GOLDEN OAK INC. 516-424-6099 1c.NYS Unemployment Insurance Employer Registration Number of Insured 4730 OAKLAWN AVENUE EXT. 5464055 SOUTHOLD, NY 11971 1d.Federal Employer Identification Number of Insured or Social Security Number 113434398 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 3b.Pol icy Number of Entity listed in box"1a": PO BOX 1179 DBL82398 SOUTHOLD, NY 11971 3c.Policy effective period. 02/02/2017 to 02/01/2019 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees Under penalty of pepury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits Insurance coverage as described above. Date Signed 10/30/2017 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer I MPORTANT•If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note Only Insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-1201 Insurance brokers are NOT authorized to issue this form DB-120.1 (9-15) GOLDE-1 OP ID: EA ACORN CERTIFICATE OF LIABILITY INSURANCE DATE 11012 YY) `--� 0/27//201201 7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME CT Eulampia Appelbaum ICS Agency,Inc. PHONE FAX 310 Willis Avenue A/c o Ext 516-248-9200 we No: 516-248-9017 Mineola,NY 11501 E-MAADDRESS Herb Theobalt eulam pia@icsagency.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SOUTHWEST MARINE&GEN INS CO 12294 INSURED Golden Oak,Inc. INSURER B STATE INS FUND 4730 Oak Lawn Avenue INSURER Southold, NY 11971 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE I SD WVQ POLICYNUMBER MM/DD/YYYY) (MM1DD/YYYY1 LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _DACLAIMS-MADE �OCCUR X GL2016RLHOO626 12/17/2016 12/17/2017 REMISES RELATE PREMISES Ea occurrence $ 100,000 MED EXP(Anyone person) $ 5,000 " X EB RETRO 12/17/11 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PRO- F JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER Emp Ben. $ 1,0009000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE I I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N Z 1169 041-9 01/01/2017 01/01/2018 E L EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E L DISEASE-EA EMPLOYE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT I S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate Holder:Town of Southold is included as an Additional Insured. CERTIFICATE HOLDER CANCELLATION TOWNSHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE .61 e 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r ` New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N Y 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113434398 GOLDEN OAK INC 4730 OAKLAWN AVENUE EXT SOUTHOLD NY 11971 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER GOLDEN OAK INC TOWN OF SOUTHOLD 4730 OAKLAWN AVENUE EXT PO BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z1 169 041-9 924408 01/01/2017 TO 01/01/2018 10/27/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1169041-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS.//WWW.NYSIF COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. HARRY P.BIFULCO III PRES/SECRETARY THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER 579640733 U-26.3 REScheck Software Version 4.6.4 Compliance Certificate Project Pufahl Residence Energy Code: 2015 IECC D Location: Southold, New York D Construction Type: Single-family OCT 3 1 2017 Project Type: Addition Climate Zone: 4 (5572 HDD) ��D�G DEPT. Permit Date: Permit Number: TOWN OF 3OUMOL D Construction Site: Owner/Agent: Designer/Contractor: 780 Minnehaha Blvd. George Suddell George Suddell Southold,NY 11791 George H.Suddell,A.I.A. George H.Suddell,A.I.A. 202-11 East Shore Road 202-11 East Shore Road Huntington, NY 11743 Huntington, NY 11743 631-421-2595 631-421-2595 ghsuddell@aol.com ghsuddell@aol.com Compliance- Passes using UA ®- off Compliance: 3.0%Better Than Code Maximum UA: 232 Your UA: 225 Maximum SHGC: 0.40 Your SHGC: 0.21 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: Cathedral Ceiling 598 30.0 0.0 0.034 20 Ceiling 2: Flat Ceiling or Scissor Truss 443 30.0 0.0 0.035 16 Wall 1:Wood Frame, 16"D.C. 1,221 13.0 0.0 0.082 77 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 204 0.270 55 SHGC: 0.21 Door 1: Solid 20 0.350 7 Door 2: Glass 60 0.270 16 SHGC: 0.21 Floor 1:All-Wood joistlfruss:Over Unconditioned Space 1,041 30.0 0.0 0.033 34 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title i TcH, Date N O 3�8 Project Title: Pufahl Residence Report date: 10/27/17 Data filename: Z:\—RAPC Active Residential\Pufahl\Pufahl - Docs\Pufahl.rck Pagel of 1 DIVISION 1 - GENERAL REQUIREMENTS b. Horizontal Shear: Fv = 75 PSI c. Compression perpendicular to grain: FcL = 405 PSI a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should T� 1. Work performed shall comply with the following: d. Compression parallel to grain: Fc = 875 PSI adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be PUFAHL a. These general notes unless otherwise noted on plans or specifications. e. Modulus of elasticity. E = 1,600,000 PSI installed at a 45" angle to the truss framing. These braces should occur at 3 points on each gable end: midspan � b. Building Code as specified on the architectural drawings. f. Moisture content- mm9imum. between roof center-line and wall on each side of center-line and at center line of roof. innWSIDENCE c. All applicable local and state codes, ordinances and regulations. b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace d. In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it compliance with manufacturer's specifications and/or recommendations. 3. Moisture content: All lumber 4" and deeper shall have moisture content not greater than 19 %, air dried lumber is crosses. Install this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss 780 MINNEHAHA BLVD. 2. On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a system. minimum amount of checking, comparable with air dried stock. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows SOUTHOLD, N.Y. 1 1971 his subcontractors g p F 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 4. All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it consult Engineer in case of question. accordance with AF&PA standards and stamped "Ground Contact 0.40 lbs/cubic foot". crosses. 4. The general notes and typical details apply throughout the job unless otherwise noted or shown. 5. Grade stamps shall appear on all lumber. S. Wood Floor Trusses: 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the 6. Store all lumber above grade and protect from exposure to weather. 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All contractor, a discrepancy exists he shall promptly notify the Engineer, in writing, before proceeding with the B. Flitch Beams: spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load Architect work or he shall be responsible for the same and any indirect results of his action. 1. Flitch beams shall have a minimum fb = 15000, E=11.4 with 1/2" bolts located not closer than 2" from the top and test data and any other information required shall be sealed by a professional engineer registered in the jurisdiction 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2" from each end (see typical flitch plate where constructhon is taking place. Truss manufacturer shall verify all spans, dimensions, bearing points spacing, etc. work. In the event that certain features of the construction are not fully shown on the drawings, current bolt pattern detail). Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional national, state and local codes, ordinances, regulations or agreements as well as current acceptable building C. Joist Hangers: engineer registered in the jurisdiction where the construction is taking place, to Engineer prior to fabrication, one for practices shall govern, and their construction shiall be of the same character as for similar conditions that are 1. All purlins, joists and beams not framed over supporting members shall be supported Engineer's records and one to be returned to contractor after review. shown or noted. 2. Joist hangers shall be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable 2. Store trusses; above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent 7. The Engineer will not be responsible for and will not have control over construction means, methods, shall be Simpson, Kant-Sag, or equivalent. exposure to the elements. Always store upright, especially if stacking. techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and D. Bolts in Wood Framing: DIVISION 7 - THERMAL AND MOISTURE PROTECTION GEORGE H. SUDDELL will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 1. All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate any of the work, to carry out the work in accordance with the approved contract documents. washers. ARCHITECT 8. Any and all drawings and specifications for sfrtework, plumbing supply or waste, electrical circuitry, and 2. Steel plate washer sizes shall be as follows: 1. Fiberglass heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" u Fiberglass Ise noteles: THIRTY l ac year self sealing shingles over 1 layer of 30# asphalt saturated felt underlayment " " unless otherwise noted. Install according to manufacturer's instructions. MEMBER OF provided to the Client by the Engineer unless included under their agreement. Any discrepancies with these b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . 1 x .45" THE AMERICAN INSTITUTE OF ARCHITECTS documents by any of the above listed services as shown in documents prepared by others should be indicated 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. 2. Cedar Shakes.: #2 grade red-label cedar shakes (18" T) over one layer 30# a.s.f. underlayment. Install with 4 E 1/2" weather exposure. Apply an 18" wide strip of 30# a.s.f. over each course of shakes, 9" from bottom edge of shake 202-11 EAST SHORE ROAD in writing to the Engineer immediately. 4. For sill anchors, see typical details on architectural drawings. 9. Prior to application for building permits, the Contractor will furnish the Engineer with two sets of shop E. Lag Bolts: extending over trop a shake and onto sheathing. H U N T I N G T 0 N, NEW YORK the other set to be returned to 1. Shall be of structural rade steel. 3. Eave Flashings: See note B-4, below. 1 1 7 4 3 drawings of all prefabricated components, one suet to be retained by Engineer, 9 B. Flashing: contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor 2. Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 Info®Suddell.com trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be depth of members being bolted together. 1. All flashing, counter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant metal. www.Suddell.com modified during construction from previously approved shop drawings, the Engineer shall be furnished, prior F. Altering Structural Members: to fabrication, with revised shop drawings incorporating the revision. If the Engineer is not provided with the 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the 2. Flash all exterior openings and all building comers with approved material to extend at least 4" behind wall covering. Cover all exposed plywood at building corners with waterproof building paper. (631) 421-2595 FAX (631) 421-2528 above information, the client shall defend, indemnify, and hold harmless the Engineer from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have G. Built-up Beams: 3. Step flash at, all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or roof surfaces. Consultants: arisen from prefabricated items. 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 4. Eave flashing shall consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for a. Members 9-1/4" and less in depth: glue and internail w/2 rows 16D nails at 12" o.c. staggered. conformance to local codes and conditions. In the event of a discrepancy between these specifications and b. Members greater than 9-1/4" in depth or multiple 3 x members through bolt with 1/2" diameter machine bolts at of the eave up 'the roof to overlay a point 24 inches inside the interior wall line of the building. C. Attic Ventilation: local codes or conditions, the contractor shall notify the Engineer in writing of the discrepancy and special 24" o.c. staggered. 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened engineering requirements shall be applied to insure the building's structural integrity. H. Cutting of Beams. Joist and Rafters: ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM, IBC, BOCA 11. These requirements may be superseded by more stringent information contained within 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of and CABO code, latest (as applicable) edition and all state and local codes and ordinances. See details on architectural the drawings. The more stringent shall be followed. 12. Soil conditions shall conform to or exceed the following conditions: the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not plans for locations and details. Bearing Capacity. Min. 2con psf. field verified under all footings and reinforced slabs. exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom Water Table: Min. 2'-0" below bottom of all concrete slabs and footings. Footings, foundations, walls, and of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists DIVISION 8 - DOORS AND WINDOWS slabs shall not be placed on or in Marine Clay, Peat and other organic materials. and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. A. General . Windows located in wind-borne debris ions I. Pipes in Stud bearing Nails or Shear Nails: 1din buildings re 130 mph wind zone or with-in 13. Live Loads: Roof: 30psf. Floor: 40psf (except sleeping rooms: 20psf). Exterior Balconies: 60psf. Stair Landings: g g ( P Seal&Signature 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. one mile of the coastal mean high water line) (per definition of windborne debris re Tonin the D 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. 9 (P 9 J. Bridging and Blocking: Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. Internatioanl Building Code) shall have glazed openings protected from wind-borne debris or the 1. There shall be not less than one line of bridging in every eight feet of span in floor. attic and roof framing. The 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0" below existing grade to building shall be designed in accordance with section 301.2.1. of the International Building Code. undisturbed soil or soil compacted to 95% dry density having a load carrying capacity as specified in Note 12, bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal Glazed opening protection for wind-borne debris shall meet the requirements of the Large as verified by a soils engineer if construction diiscoveries indicate unusual conditions prescriptive values will be utilized. bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not Missile Test .ofASTM E 1996 and of ASTM E 1886 in accordance with section 301.2.1.2 on the �5�(�RG D o o 15. All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise International Building Code. provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. Q�v�4r, exceeds 16", but less than 4'-0", shall consist of clean, porous, soil compacted in 6 layers to 95Exception: " 1'-0" beyond edge of undisturbed soil and V-0" into foundation wall. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturers printed Wood structlr!rd panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span nr � O or provide #4 rebar at 2-0 o.c., yo g instructions. 16. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story * _ architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per K. Lintel Schedule: buildings. Panels shall be precut to cover the glazed openings with attachment hardware rovided. Attachments shall be provided in accordance with Table R302.2.1.2 or shall be cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a 1. Unless otherwise shown, provide 1 lintel with 6" minimum bearing for each 4" of wall thickness. P P registered Professional Engineer licensed in the locality where project is being built p g designed to resist the components and cladding loads determined in accordance with the 0233ia y0Q `N 17. Unbalanced fill not to exceed 7'-0" unless otherwise noted and substantiated by engineering calculations. 2. Lintel Schedule: provisions of the International Building Code. FOp NE Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached Span: size of Member o 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 t their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where Up Up t to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 2. All windows shall have insulating glass, or single glass with storm windows or equal. Sizes backfill is required on both sides, backfill both sides simultaneously. 5'-1" to 5'-0" 5 x 3 1/2 x 5/16 or 2-2x10 indicated on plans are nominal only. Builder to consult with window manufacturer to determine 6'-1" to 8'-0" 5 x 3 1/2 x 3/8 or 2-2x12 exact sizes, rrough opening, etc. At least one window from each bedroom area shall have a net DIVISION 3 - CONCRETE clear openings Brea of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24", a GENERAL NOTES L. Plywood: net clear opening width of 20", and a sill height of 44" or less above the floor for egress A. General: 1. All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with purposes. Gllazing in doors and fixed glazed panels immediately adjacent to doors or within 18" 1. The concrete properties shall be as follows: U.S. Product Standard PS 1-83 for Construction and Industrial Plywood of the floor, which may be subject to frequent and recurrent accidental human impact shall be Item Min. Comp. Strength Min. Aggregate size -SI u-m-D 2. Each plywood sheet shall bear the "APA" trademark. tempered as per IBC, BOCA and CABO and state and local codes and ordinances. ® 28 Dam PSI 3. All end joints shall be staggered and shall butt along the center lines of framing members. NOTE: Footings 3,000 1/2"-1" 4"t1" 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. DIVISION 9 - FINISHES Slab-on-Grade 2,500 1/2"-1 4-±1/2- 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nail penetration into framing A. General ALL DRAWINGS AND WRITTEN Walls 3,000 1/2"-1" 4"t1/2" members shall be 1 1/2" for 8d nails and 1 3/8" for 10d nails. 1. All gypsum wallboard shall be installed in accordance with the provisions of the IBC, BOCA, CABO and state and local MATERIAL APPEARING HERE Garage,Slabs & exterior slabs 3,500 1/2"-1" 4"f1" w/ 5% 6. All floors shall be nailed as per nailing schedule. codes and ordiniances (as applicable). IN CONSTITUTE ORIGINAL air entrainment 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in AND UNPUBLISHED WORK OF accordance withi manufacturer's instructions. THE ARCHITECT AND MUST 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. M. Corner Bracing: 3. All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are NOT BE DUPLICATED USED OR 1. Unless otherwise noted, brace exterior comers of building with 1 x 4 diagonals, let into studs, or with 4 x 8 perpendicular toi the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed ' 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance with spaces where fine resistive construction is not required. DISCLOSED WITHOUT located according to the appropriate architectural drawings and details manufacturers instructions (16 Ga. compression tension), or w/structural grade thermo-ply. 4. The sizes and spacing of fasteners shall comply with IBC, BOCA, CABO and state and local codes and ordinances (as WRITTEN CONSENT OF THE C B. Reinforcing Steel: 2. Lap plates at all corners. applicable). ARCHITECT. 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM & N. Nailing: 5. Provide moisiture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 1. All nailing shall comply with nailing schedules in WFCM, IBC, BOCA and CABO (as applicable), latest edition and 6. Fire-resistive; construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction 2. Detailing, fabricating and placing of reinforcement shall be in amard0leaith ACI-315 all state and local building codes, or moufacturer's recommendations. pfiTg' t thz k�$fANICified on the drawings when units are designed under IBC, and BOCA standards as indicated Standard Practice for Detailing Reinforced Concrete Struct r 0. Fire Stoping_ on the drawingst. 1. Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2" A. Heating Ventilation and Air Conditioning: 3. All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches nominal lumber or 2 thicknesses of 1" nominal lumber with broken lap joints or other approved material. 1. All work shalll be in full accordance with all current codes and regulations of the governing agencies. clear from outer face of element. P. Alignment: 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to 4. The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. 1. All rafters and joists framing from opposite sides shall lap at least six (3) inches and be nailed together with Engineer prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Engineer of any No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered min. (3) 10d face nails. mechanical and structural and design intent conflicts prior to construction. prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the 2. When framing end to end joists shall be secured together by metal straps. 3. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work contractor and inspected by the building officiall or county approved licensed inspector. 0. Partitions: performed by others. 5. Minimum protective cover for reinforcing steel shall be as follows: 1. General: B. Plumbing: a. Footings: 3" a. Provide solid blocking at 4'-0" o.c. between the joist and first interior parallel joist. 1. All work shall be in full accordance with all current codes and regulations of governing agencies. b. Beams and columns: 2" b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work c. Slab: 3/4" (Wire mesh to be placed at nnid-depth of slab) c. Splices shall occur only directly over studs. performed by others. d. Walls - 1 1/4" at interior face: 3" at exterior face. d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, C. Foundation. licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to HVAC, structural and design intent conflicts prior to construction. -0into 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1" " Engineer for approval prior to construction. original undisturbed soil and a minimum of 3'-0" below finished grade. Where required, step footings to ratio e. Lap top plates at comers and intersections. DIVISION 16 - ELECTRICAL B of 2 horizontal to 1 vertical. 2. Bearing Walls supporting one floor or more: 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified. 1. All work shall be in full accordance with all Engineer. b. If a double top plate of less than 2-2 x 6's or 3-2 x 4 is used, floor joists shall be current codes and shall comply with the 3. All footing excavations shall be inspected by the building official or county approved inspector prior to the centered directly over and below bearing wall studs with a tolerance of no more than 1" unless substantiated by requirements of the serving '1 10-OQ-I'I construction DraWin s placing of any concrete. Some shall be given forty-eight (48) hours notice for this observation. engineering calculations. power and telephone companies. 6 10-04-11 Ghan s 12or Gllent Comments 4. Soil investigation and report: All earth work, compaction and supervisions shall be done according to the " . work sae one n a neat anc. Bearing stud walls must be sheathed with a minimum 1/2 gypsum board fastened according to drywall 2All khll bdit d O -2a-I'i G do s l2er Gllent Meeting recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab manufacturer recommendation. workmanlike manner and so as to not needlessly 4 041-25-1'7 Des in Develo ment and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify hamper that portion of the work 3 1 Oa-II41 Site Plan/Zonincl Stud Engineer, in writing, so that necessary structural modifications can be made. R. Wood Roof Trusses: performed by others. 2 Oci-II-1"1 ExistingConditions 5. Slab-on-grade shall be 4" thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. 1. Timber trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength information 3. Installation: I 041-0a-llFleld Measure vapor barrier on 4" crushed stone. (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other a. All equipment installed outdoor and exposed to No. Date Issue 6. Slab-on-grade at porches shall be 4" thick unless otherwise noted. information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be weather shall be weatherproof. Sheet Name: 7. Install anchor straps as per mfg. recommendations: 12" from corners and intervals of not more that 4'-0". secured at bearing with one "rafter tie" metal type anchor at each end. b. Bottom of receptacles and switches shall be Minimum embedment for anchors shall be as specified by manufacturer. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this located 5" above counter top unless otherwise 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface information with shop drawings. Each truss to be secured at one end with a metal "rafter tie" type anchor and a noted on drawings. J for all beams. scissors truss connector, "Simpson" or approved equal, at the other end to tie down the truss while permitting the c. Receptacles shall be installed vertically at 12" truss to move outward without deflecting the wall. above finish floor and 12'-0" o.c. horizontally. All DIVISION 6 - WOOD 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, receptacles within_ dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout 6'-0" horizontal) of a sink lovator or tub shall A. Lumber Grade: American Softwood Lumber Standard plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to y y be wired to a ground fault interrupted circuit. A Grading shall comply with PS 20-70 "Association standards." and applicable Western Wood Products Engineer prior to fabrication, one for Engineer's records and one to be returned to contractor after review. " 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information d. Wall switches to be 48 above floor. Ci 1. All lumber shall be, unless otherwise noted, INo. 2 grade. Douglas Fir-Larch with the following minimum structural values. e. All smoke detectors to be wired in a manner a. Extreme fiber bending stress: required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and such that the activation of one by means of Size Repetitive Member be submitted to building officials prior to fabrication. metal hangers.will activate all. 2 X 12 1005 PSI 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all 2 x 8 1210 PSI recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the Drawn by: Sheet No. 2 x 10 1105 PSI 2 x 6 1310 PSI Truss Plate Institute, Inc. Date: Date: Scale: • F— 2 3 4 5 6 7 8 ,1'LUtJM1UY UH ::'EIS UNLAWFUL ' ` "', • VVITHOUT CERTIFICATE ` ' PUFAHL U L P-w -'rFA-T v OF OCCUPANCY tesdit60 Yx:" d' RESIDENCE NEhI fi�'EAR DEGiG #2 APPRO ED AS NOTED 780 MINNEHAHA BLVD. R- -E- S TENCEDATE: 3 B.?.# 10� 5. SOUTHOLD, N.Y. 11971 F FEE: BY:_. NOTIFY B'„. . !7 ' YI 2 8 AM TO ri'd FOR THE . N 120 45' W FOLLOWING INSPECTIONS: 1 1. FOUNDATION - TWO Architect 780 MINNEHAHA B 70 ' REQUIRED FOR POUREn' 'NCRETE SOUTHOLD , N .Y . - 1 ______________ __ __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ ___�_______-_____ : PLUMBING 2 ROUGH -- -- 3. FINAL4NSUL 4. FINAL : MUST I BE COIL,, I ALL CONS! SHALE MEET THE S.Y. SETBACK 10 FT. REQUIREME; i HE CODES OF INE _____ _ ____________ ________________________________________ ' YORK STATE. NOT RESPONSIBLE IFOR GEORGE H. SUDDELL .. i (- - i' �• ' �� DESIGN OR CONSTRUCTION ERRORS. ARCHITECT OMEMBER OF COMP!_`' THE AMERICAN INSTITUTE OF ARC O HITECTS I ` , NEW YL D :S 202-11 EAST SHORE ROAD E coi /// ' ASREQuIt, JNSJF HUNTINGTON, NEW YORK .� 1 1 7 4 3 : q / I / F. y // IS I I `,,r --,Vl, 4NNING S � Info®Suddell.com I I I y� www.Suddell.com 44 .60 � Z "H T WN TRUSTEES I �i f ' / � '� � U 3�G 0 \_4 - // � (631) 421-2595 FAX (631) 421-2528 \ _ _ 'r ,SRA / // ' ~ I i \ /" -," =y \ / / r"\Y� WELL Consultants: Iv 1/�lENCC7 .� • ��T � �� NE[I REAR DECK #1 m I o / WATER RUNOFF INISPECTION � EQUIF; ED # / �F`- T,11N STORM �u V�lOOI�' ` / / PU;�SUANT TO CHAPTER 236 �,,>�j cj• V I ., OF THE TOWN! CODE. �" I NEN SCREEN ROO1� �str�liLc�, �. < 0r I DECK / do, Paired Sha1I �:r,�f0rrn i UJ i ' % / _ 542 CJ' .F. /' to Chapter 172 Town(Code I PLUMBER CERTIFICATION Seal&Signature I 0 ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY I I , , �,�• / NGY SOLDER USED IN WATERI ��aED ARC,I — • 5 'C'a SUPPLY SYSTEM CANNOT 5 GHCOC�h�j, I ' — 'F• �,� ��/ EXCEED 2J10OF1/LEAD. irm- NEI�I / ' ..la_I',�1R1f'�4 ' C) Ai-L r'LI"1 INC E �9 0331 8 Q� de &V.,A TEtI LIQ S r,1(2 i-.) I 51 1� S.F. / TESTING BEFORE COVI: !!N'G OF NE O • V-.. NEW FRONT DECK S.F. - 6 '00 ' ° PROPOSED SITE PLAN O I - NOTE: Of ALL DRAWINGS AND WRITTEN 4MATERIAL APPEARING HERE I _ . IN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF ° ' 1 THE ARCHITECT AND MUST NOT BE DUPLICATED , USED OR S 26------------------ DISCLOSED WITHOUT C LTTE ARCHITECT. OF THE 150 40 ' E AR 350� 251 f::1-%P1Z0P05E0 61TE PLAN 50AL.E = I" = 10'-O" I r EXISTINry LOT AREA: i PROPOSED LOT AREA: 61TE AND ZONING DATA ZONING REQ. R-40 EXISTING-3 GONDITIONS PROPOSED CONDITIONS IST FLOOR = I, 041 S.E. NOTE: LOT AREA MIN. Ofd, 000 OF 16, 249 SP. 3� ACRES 16, 249 SF. 31 Ac�S FRONT DECK = 1�4 S.F. IST FLOOR = I, 041 5.1=. SET BACKS APPROVED B LOT WIDTH MIN. 150 Fr. 209. 9 FT. 209. 9 FT. SGI DDI_� _ 542 S•F• AT MATING ON 10-20-1 FRONT YARD SETBACK 35 FT.** 35. 00 FT 35. 00 FT ENTRY DECK = 32 S.E. EX FRONT DECK = 1'74 S.E. BY AMANITA NUNEMAKER DEAR YARD SETBACK 35 FT.- 44. 60. FT. 44. 60.FT. -1 10-041-11 Construction Drawin s SIDE YARD SETBACK 10 FT!* 11. 50 FT. 6. 6 FT. ENTRY DECK = - 52 5.F. CONN I E BUNCH 6 10-04-I1 Ghan g per Client Comments TOTAL * BoTH SIDES 25 FT.- N/A N/A TOTAL = I, 24� S.F. NEW R.O. DECK = 31�f S.E. THRU CONVERSATION 5 1 041-241-I'1 0hancis per Gllent Meetincl 4 Oa-25-1-1 Des in Development LIvABLE AREA 850 SF 1, 54'1 SF. I, 54'1 S.F. NEW I=RONY DECK = 55 S.E. WITH M I GHAEL SERI TY 3 Oa-I I-I� Site Plan/Zoning Stud LOT AREA 2096 (3,250 S.F.) 1, 241 SF. a % 2, 096 SF. 13 % - 3 qo 2 Oa-II-17 Existing Conditions I 09-08-I-I Exist MAXIMUM d-1EICsHt 35 FT. +/- 18'-0" Ft. +/- 23'-3" Ft. NEW REAR DECK #1 = 56 S.E. Field Measure LANDSCAPE AREA n/a n/a n/a NEW REAR DECK #2 = 1Oct S.E. No.1 Date Issue •• ■ 280-124 non-conforming lots Sheet Name: TOWN OF SOUTHOLD TOTAL = 2, 0016 S.E. S.C.T.M. # 1000-08-7.00-02.00-045.001 NOTE: INFORMATION TAKEN FROM SURI/EY NO DEC ACTION REGQU I RED DATER : OCTOBER 15, 1(515-7 LEEWARD OF MAN MADE OBJECT Eggs A PREPARED 5"'r PER BU I LD I N6 DEPT. — 10-20-1-7 WILLIAM R. SIMMONS JR., LS. Drawn by: Sheet No. JWG Date: Scale: I a 1 2 3 4 5 6 7 8 I I I I 1 I I I N5'-I1" o 2'-2" 2."00 ► 1 a , , PUFAHL �2 ' ' RESIDENCE 780 MINNEHAHA BLVD. SOUTHOLD, N.Y. 11971 I I I I \ VERSA LOK RETAININ6 WALLS AND STAIRS SEE DETAILS SHEET 4 uP TO I I A-2 6RAVIII!VIP. Architect I I \ I I �01 I ---- - UP TO I I \ _�_- M.P. 1 __ GEORGE H. SUDDELL ��' L�AH�mIr�FOR s�T,�Is � I I \ -11 1 1 1 ` 4 ARCHITECT 71=1T-�-I� I I =1= I I - \ A2 IMEMBER OF 1 -� I I =_ `\ THE AMERICAN INSTITUTE OF ARCHITECTS E o" j]-IL_1_ 202-11 EAST SHORE ROAD HUNTINGTON, NEW YORK 1 1 7 4 3 /�� ( RI N ` wllww.SuddecoIYl / PANEL Ex HWH m \ DRYER 1 w \ (631) 421-2595 FAX (631) 421-2528 I � D rg NL\V� ,�, ( I I � u ., 6 MuD-1 71 o \ I --� \ I A-2 ° I r- I NWSFfER Consultants: Ex..a0"DLG. \ �) II 01 1 MOD ` 4 \ ��[[J I 3 L-�-F-'� -J I E545EM I-NT 1 I N \ --J EX.q1"01-6. D \\ O n ` (ytu I I ! I Q 1 1 �� PROVIDE Is•DIA.GONG. I EX 2x8 F.J. @ 16" O.G. i n i EX. 2x5 F.J. @ 16" O.G. \ I I FOOTING(TYPIGAIa I i N � \ V , i w PROVIDE GONG. D I I = O LANDING sTARIs Seal&Signature ' 2x10 AGO D.J. 0 16" O.G. 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ALL DRAWINGS AND WRITTEN \ N _ MATERIAL APPEARING HERE w \ V IL=== I I \ X LU I IN CONSTITUTE ORIGINAL , AND UNPUBLISHED WORK OF THE ARCHITECT AND MUST LLZ-___ -w s ,c M, \� Di le•wG,orr,T `\ I NOT BE DUPLICATED, USED OR M . Will. F.x11 \ I DISCLOSED WITHOUT QED #4 I NE\V I 1 EX.q0"GL SCREEN ROOM WRITTEN CONSENT OF THE ARCHITECT. r -„1 I I I 1 QUEE I I \ - _5 \\ I I I A 2 L MOD i 2x10 AGO D.J. ® I6" O.G. 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SCHEDULE N=' LLI F " o zUj = o o W o o 780 MINNEHAHA BLVD. Q w o ui �c� w�� U) P: u5 L 0 WINDOW CATALOG a W z °° SOUTHOLD N.Y. 11971 � z z W C7 U NUMBER za �a f Fu�� c"ia° ao ou z C7 �� x� zrv�� _ 'a' a �'o o� r�i� W W c a of a MANUF. T.B.D. W 0O Cl) cv z 0 U o W z EXISTING VINYL BEAD BOARD EXISTING GONG. w o ; a a. W a w } m o w . OR EQUAL SLAB z z — -' r W Cl) w cn > E I z W W W W cn m L w Architect 3" DIA. S W. STEEL O N U W _j W ~ U 0 Q a. Y U p p Q pad vi z U � a C� ¢ p a �� m HEADER -I I PIPE COLUMN W/BEARING p `" `� o z = REMARKS o a a o z o o W ' I WE PLAN PLATE AND BOLTS OR Z al 2068 o WI MOD LIVING TW2446 N DH STRAP-ZMAX LSTA 56 a• ' ' 4x4 POST W/TECO W P o I I OVER RAFTER"� ,: CONNECTOR ,�,, D2 2068 L W2 TY42446 N DH . I I NAILS ° co PR "LOCK-IN" W/NEHm as . 2468 DHP5846 N PW ° 4" GONG. SLABPR I I a I I DECORATIVE COLUMN BY RM4CAULT a42068 P EX ANGLE TRANS N PW I� 4x4 AGQ POST ° ,. .• (3) #S REBAR MOD DINING EX 6068 SL Y FWG ft4 a EA. WAY 2068 POCKET PR GEORGE H. SUDDELL PRE GUT 4158 SQ.VOID 71HRU \ - , +' : s=' 2668 P Ex ANGLE TRANS N PW ARCHITECT 2 BLS STONE STONE GAP (TO AVOID SEAM5) •:a° ` ry aT 1668 P DHP5846 N PW , 6UA(SE COL BASE 4 FINISH !_ + • ° — DIMS TO ALLOW 94 To I.O N. i 2068 FWH3I68 MEMBER OF Y PWH PR DB R THE AMERICAN INSTITUTE OF ARCHITECTS 24' 4: �+ 5068 P Y" NEW SCREEN Roots s040 SCREEN 202-11 EAST SHORE ROAD 14 SIMPSON POST AN-44M- Dc° D101 5068 BI-FOLDp "0 5040 SCREEN H U N T IN G T 0 N. N E W Y 0 R K > c1 1 7 4 3 eQ-SDs2 au (2) 2668 F.P.5-C. 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MID NEW BATH C12 N GA NOTE:ALL INTERIOR DOORS TO BE SOLID CORE MASONITE -6 PANEL COLONIAL by FONTRICK or EQUIV. 'm ALL HARDWARE OIL RUBBED BRONZE NOTE:DB KEYED ALIKE ' • �'9� 02331$ o + NEW TOWER A21 N AN SOF NE�� RM o� �o A21 tv AW RM z o W3I A21 l AW RM Y02 A21 N AN , • RM " DIA. STAINLESS STEEL LAG M5 A21 N RM PROPOSED BO TS W/WA5HER5 TO EXISTING • 4• _ • "94 A21 N AA RM DETAILS & SCHEDULES ® r . HOUSE FRAME. STAGGER T B 12" O.G. ` C== `= `� `= A21 N AW (V NOTE: DO NOT OVER TIGHTEN BO T5 Q A21 N AW RM NOTE: ALL DRAWINGS AND WRITTEN z ® MATERIAL APPEARING HERE LU lu -1 O IN CONSTITUTE ORIGINAL N a_ ° EVEN COURSES ° AND UNPUBLISHED WORK OF 0 0 0 ° NOTE:SEE ELEVATIONS FOR GRILLE DETAILS. WINDOW AWIN TYPES: THE ARCHITECT AND MUST NOTE:ALL WINDOWS DBL.PANE LOW E W1 ARGON GAS. CASEMENT NOT BE DUPLICATED, USED OR (E)=EGRESS MEETS OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE C SWI SIDE� AREA OF 5.7 sq.ft.,CLEAR OPENABLE WIDTH OF 20'AND CLEAR OPENABLE HEIGHT DOUBLE HUNG DISCLOSED WITHOUT 12" 12" 12" 12" EVEN COURSES OF 24'.[COMPLIES R3101 T•TRICTURANSOM WINDOW IINTERIOR WRITTEN CONSENT OF THE NOTE:CONTRACTOR TO VERIFY SIZES FOR ALL REPLACEMENT WINDOWS PRIOR TO BOW-BOW UNIT E�cr>stloR ARCHITECT, ORDER. INSULATE&FOAM AS REQ'D BAY-BAY UNIT FWD-FRENCH WOOD DOOR 3 DETAIL LEDGER CONNECTION " SKY-SKYLIGHT REPL-REPLACEMENT WINDOW • 'CONTRACTOR SHAL SUPPLY HURRICAN PLYWOOD PANELS AS REQUIRED BY BLDG.DEPT.(IF REQUIRED) A-2 50ALE = 5/4" = 1'-0" Q . 0 ° (6 ° GAP UNIT ADHERES ODD COURSES ODD COURSES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE CORNER DETAIL CORNER DETAIIL B 900 -OUTSIDE 900 -INSIDE _ VERSA-LOK MODULAR SCALE:N.T.S. SCALE:N.T.S. IMPERVIOUS FILL CONCRETE UNITS �x °� �sK�xK. 12N DEEP 1 '1 10-C41-11 Gonstructlon DraWin s 6 v 10-04-17 Changs per Client Comments °.� ; DRAINAGE AGGREGATE • 12" THICK MIN. 14" 5 OQ-2q7-1acing;sper Client Meeting �¢ ;a 4 0q-25-11 Des In Development O 3 Oa-II-11 Site Plan/ZomIncl Stud PIN HOLES AND SLOTS PIN HOLES FOR 2 Oa-II-17 Exlstin Conditions r 4" DIA. DRAIN PIPE ' G' ( FOR 3/4" SETBACK VERTIGAd- WALLS II Oa-08-17 Field Measure _ •: OUTLET e END OF KALL No. Date Issue ' •` 5/4" -L CONSTRUCTION OR a 40' CENTERS MAX. Sheet Name: GRANULAR L.EVELIN& PAD SPLITTINc�5 GROOVE MIN. 6" THICK d, �,•�� FOR HALIP UNIT " SPLITTING GROOVE FOR UNREINFOR:CED VERSA-LOIC RETAINING \VALE FREE5TAINDIN6 WALLS g SCALE:N.T.S. 11 II b" PINNING SLOT FOR A a FREESTANDING WALLS = DETAIL "VER6A-L0Kx WALL - 12" I STRAIGHT SPLIT FACE A-2 5GALE = N.T.5. VERSA-LOIC UNIT DETAIL N.T.S. Drawn by: Sheet No. JWG Date: Scale: 2 3 4 5 6 7 g I I I I 1'-10Y2" 11_6X 51_2N N al_n.Xy6'-�I/2= I I �1_nN--X Qt_^..Xvy��rl I PUFAHL -VV R O✓.s'-v0" R O✓✓.!SL-vO' I s'i-alb' R O✓.BiL. 1 RESIDENCE 780 MINNEHAHA BLVD. l ► i SOUTHOLD, N.Y. 11971 F � I I I I I \ ' I I l l r l -- -- \ I I == Architect 14'-4" / 101.01 / -��" I I - ---- l I 8'-6y2" 5t_qv2X �'-ey2" 51-1" 6'-8" GEORGE 10"L.2'-0" t-0X 2t_oX oN H. SUDDELL ARCHITECT 21-,-A '. s'-0 b: _ __ ° // I I w • ' COI I \\ Y MEMBER OF 14 luI I \ w n w nTHE AMERICAN INSTITUTE OF ARCHITECTS =-' -- -- -- -- -- - ---------- -------------'------- --------- --I- ----- --\ E �• -- - --- --/- I �\ A21 a� A21 202-11 EAST SHORE ROAD %I I THS046(E) T"0046(M) I \ H U N T I N G T O N, NEW YORK / I (W 2x10 (2)2x10 _- ' (2)2x10 (2)ado, ' \ S.O // gg l2)2c9 (2I 2c9 O 1 1 7 4 3 / Q MOe F- 1 1669 ; \\ �/�' Q / A w 4 Info®Suddell.com e GED #1 \ I KQ& I n V - I 1 I Y- �`I n R.O.2'-0%* ' EX.90"N L6. ; _ RD.2-096 N E\V R.O.2'-o9b"''" � ; www.Suddell.com 8-1IAl 1 I I Iaba GED#2 \\ �._ //� 4 OPEN Q (631) 421-2595 FAX (631) 421-2528 w _ // / = Q 0 ag TO\VER w 4 -- -------------------------1-- QUEE I fi�r/ ' Consultants: ■ � ; \ / " n R.O.2'V/pN I I T ______ O \ ' _ (2)2c9 (2)2c9 = -__ r---_ - -- 1669 I MOM" I // Q Q ---------- ,I ______ ----- ----- L J -- --- -- O I \ /' A21 A21 U %V4 yAG�� ' ' I / d�RO. f � ' I 1 ' � // \\ •�'-o9b" !1'-096' 4 g I I I w V l l 2'-0" '-0 2'-0" o tt n n RA.2'-0%" TUB i \\ /// 6,_nX t x 71 01 e- O 19 O \ / I I Q 04OKEW M. 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I EX TRAP.TRAN p \n/ Nk 1 X 141-0X I / I 1 (�ado (�2x10 (�2x10 ( /// m \\ 7 10-Oa-1'1 Construction Drawin s N, ::a-E!: _ __ _ _ -' \ b 10-04-1'7 Ghan s er Gllent Comments -- \ 5 Oa-2cl-I l Ghan s per Gllent Meeting Ow v?\ \ 4 Oa-25-1"i Des in Development ��\ I l0 11 \\ 5 0q-II-1'7 Site Plan/ZoningStud \ 2 Oq-II-1'7 ExistingConditions \ I \ I Oq-05-1-1 Field Measure PROP 0 5 E D 15T FLOOR PLAN -10y2° 4'-02" 11' 5'-8" ( V-1" 4'-3" 4'-3" V-1" No. Date Issue Sheet Name: A-3 50ALE = 1/4" = ('-0" 2 \\ -5 \ SMOKE DETECTORS 61-AZING REQUIREMENTS STUD NOTCHING AND BORING BEARING WALL SUPPORT ❑ NM CONSTRUCTION HARD-WIRED WITH BATTERY BAGKJIP_D14.11 ❑ HABITABLE ROOMS NATURAL L16W MIN.M FLOOR AREA __[303.1] ❑ BEARING OR EXTERIOR WALL MAX.NOTCH 25%BORING 40% ....FI6b8[602.6] ❑ vouaLE JOISTS UNDER PARALLEL BEARING wALL9. ...1502.4] A ❑ GOMPI_IANGE REGIURED FOR INTERIOR REMODC-LING RIbAUIRING PERMIT _[91422] ❑ BORING TO 60%OK IF STUD DOUBLED AND NOT>2 SUCCESSIVE STUDS BORED[602.61 ❑ WALL PERPENDICULAR TO JOIST MAX.OFFSET FROM 61ROM I JOIST ❑ RBQIARED IN EACH BEDROOM AND ADJOINING HALL»_..[5148] ❑ NONSEARINS NOTCHES OK TO 40%,BORINS OK TO 60% _.F16b9[602.6] SIZE Flsb'7 VAGAL] N54 P.G MO WALLS 4 FT65. ❑ AT LEAST OPE REQUIRED EACH STORY AND BASEMERT.....[9148] ❑ HOLES NO CLOSER THAN 5/61n.TO FACE OF STUD. ».1602.6] ❑ GUTS,NOTCHES AND HOLES IN ENSII�RM WOOD PRODUCTS ARE ---'---- ❑ MUST BE 1NTERCOPWC-GTEO AND AUDIBLE FROM SUMMING ROOMS [514.4] FIREPLACE PTOHIBITED EXCEPT WERE PERMITED BY THE MAUNF. _[502.6.21 EXISTING 60 BLOCK FW WALL ---------- ❑ Wt-WINTATION SMOLE AND CARBON MONOXIDE_151481 ❑ 6LASS DOORS REQUIRED .....».[ET�SY] ❑ BATTERY OPERAT®OK IP NO FINISI REMOVED_.,1S14b] CORNER FRAMING -------- ❑ COMBUSTION AIR OI'ENIN55 SCREENED AND FROM OUTSIDE(NOT GARAGE) ........[1006.2] EXISTING 2c WALL GON5TRUGTION ❑ HEARTH EXTEN.DEPTH 161n.FRONT 81n.SIDE IF OPENIN6<bscl.ft. .....».[1001.1] ❑ HOLD-DOMe IN PLACE AND T16HTEPED. .»,[MAN1a FIREBLOCKING ❑ HEARTH ERTEN.DEPTH 2oh.FRONT 121n.SIDE IF OFENINs> ft. ».»..11001.11 TOP PLATES NM 2x WALL CON5TRIIGTION �• Drawn by: Sheet No. ❑IN CONGEALED SPACES EVERY IOFT HORIZ VEiZT...».».». ........[302.11] ❑ HEARTH ERTEN.DI5TIN6U15HABLE FROM 5UROMOIN6 FLOOR .!![1001.1] ❑ ErARINS WALL INTERSECTIONS AND CORNERS MUST OVERLAP ...[6028.2] G ❑ HORIZNERTINTERSECTIONS SUCH AS SOFFITS. DROP 4 COVE CL6S. ........»....».....[302.11] ❑ END JOINTS MUST OFFSET 241n.MIN. » [6028.2] HANDRAILS ❑ IN CONGEALED SPACES UNDER STAIRS AT TOP AND BOTTOM OF STRINGERS ».».............».[302.11] FACTORY-BUILT FIREPLACES ❑ 0I6 6UA&E STEEL STRAPS OVER NOTCHES>50%OF PLATE WIDTH ...1602.6.1] ❑ HANDRAIL REQUIRED IF 4 OR MORE RISERS ARE REQUIRED .......1311.-18] Date: ❑ GAPS AROUND DUCTS AND PIPES MUST Be SEAUED W/APPROVED MATERIAL a FLOOR 4 CEILINS ❑ HEARTH ERTEN DI5TIN6UI51fABLE FROM SUROUNDINS FLOOR ...110042] [3SINSLE TOP PLATE OK IF TIED WITH 3h.x6h.STEEL PLATE WITH 6-6d NAILS ❑ RAILING HEIGHT MIN.541N.AND MAX.56IN. ....»1311.78.11 LEVEL PENETRATION »....».........»..[302.11] ❑ DECORATIVE CHIMNEY SHROUDS MUST BE LISTED FOR FIREPLACE SYSTEM AND JOIST/'TRU55E5/RAF7ER5 LAND WITHIN Ih.OV❑2 STUD. _16028.2] ❑ 6RIP5 M)5T BE 1 1/4 IN.-2 5/6 IN.CIRCULAR CROW SECTION.......1511.'189] 13 MATERIAL MAY BE 2X LUMBER, 1/21N.GYP.517,COMPRESSED GLASS FIBER ».».».».».».»..[302.11.1] _0004.51 c3TOP PLATES FADE NAILED IOd MAX.241n.O.C. ....T6028(Ul E3ENDS SHALL RETURN TO A WALL OR NEWEL POST.......[311.778.2] Scale: 1 2 3 4 5 6 7 ` 8 ROOF RAFTER5 OE I L I NG JO 15T5 PUFAHL ❑ SUPPORTS FOR <5:12 �7LOPE DESIGNED AS BEAMS NOT RAFTERS .... [802.3] RESIDENCE ❑ RAFTER TIE5-Ix4, Oft. O.G. .... [802.3.1] ❑ RIDGE BOARD MIN. Ix MUST BE FULL DEPTH OF GUT RAFTER .... [802.3] F ❑ HIP 4 VALLEY RAFTERS OF 2x MATERIAL AND FULL DEPTH OF GUT RAFTER .... [802.5] 780 MINNEHAHA BLVD. [I ATTIC5>501n. HIGH 4 > 50sq,.ft. REQUIRE ACCESS-MIN. 221n. x 501n. OPENING .... [807.11 I SOUTHOLD, N.Y. 11971 ❑ HEADERS 4 TRIMMERS Wt. MUST BE DOUBLED ....[802.x) I ❑ HEADERS d TRIMMERS Wt. MUST BE HUNG WITH HARDWARE .... [802.9] I I I I ATTIC VENTILATION I I I I ❑ VENT EACH ENCLOSED ATTIC, AND RAFTER BAY .... [506.1] i I Architect =- ❑ 1/510 TO 1/41n. MESH SCREEN OVER OPENINGS ....[806.1) ❑ NET AREA OF OPENINGS MIN. 1/150th. OF VENTED AREA OR ....[506.2] ❑ 1/300th IF 50%-50% OF VENTING NEAR TOP OR VAPOR BARRIER .... [5062] R405.2.7.1 ICE PROTECTION, IN AREAS WHERE THE AVERAGE DAILY GEORGE H. SUDDELL TEMPERATURE IN JANUARY 15 2516 F (-40) OR LESS OR WHEN TABLE _= ARCHITECT R501.20) CRITERIA SO DES116NATES, AN ICE BARRIER THAT , CONSISTS OF AT LEAST THIO LAYERS OF UNDERLAYMENT CEMENTED O\ MEMBER OF TOGETHER OR OF A SELF-/ADHERING POLYMER MODIFIED BITUMEN ' SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND I THE AMERICAN INSTITUTE OF ARCHITECTS EXTEND FROM THE EAVES W&E TO A POINT AT LEAST 24 INCHES , E WO MM) INSIDE THE EXTERIIOR WALL LINE OF THE BUILDING. I 202-11 EAST SHORE ROAD I r------'F---------------------------------- ----------------- - -'-------------- -------i H U N T I N G T O N, NEW YORK I 1 1 7 4 3 -56' Imo ' ' Info®Suddell.com I •EAVES www.Sudden.com NOTE: ICE DAM MEMBRANE TO EXTEND MIN. 24 IN. INSIDE i (631) 421-2595 FAX (631) 421-2528 I EXT. WALL LINE i EX I TRU55 SYS. 16" O.G. Y.I.P. EX. TRU55 SY'5.. @ 16" O.G. I.I.F. i Consultants: I I > I � I I - I --------------------------------- %b ------ ------------------------- I \ � , I w I ' Seal&Signature X I i \\ \\\ NAL•WATER a ICE - I Eu A RC \ I , o GHCIZ&� Qtr �G�0 1 , DBL.RR 055 RR 2x8 R.R. a 16" O.G. 2331$ 0 Q� y�� p I I 19'4 RI x 14.6P LVL DGE W/CO1NT.vornNB �F E� tt � N I i i DOL.R.R. ' '\ I VOL RR I -------- ---------- � PROPOSED / I I I I if R I OOF PLAN & DETAILS ' ---------- ----------------- NOTE: ALL DRAWINGS AND WRITTEN I---------------------------------- --------------r--- MATERIAL APPEARING HERE IN CONSTITUTE ORIGINAL , r d� AND UNPUBLISHED WORK OF C1 I I ' ', Ile ' ' r� ARCHITECTTHE D AND MUST ' NOT UPLICATED USED OR 24� ' Z ��I{{ 1`,e'YP' (✓ I � ; � ; �` ; •HIPS 4 vKLLEYs DISCLOSED WITHOUT x ' I WRITTEN CONSENT OF THE XARCHITECT. I tu ' I - -- ------- - ------ I---�------------ - / I Me x 14"6P LVL RID6E W/CONr.VENTING I _ I I \ 1 I I 1 EX. R.R. @ 160.0. V.I.P. \N I I \\ I �� \\\ � ;__________________________________ \ I \ I " I I ' ® I I ' d ' 1 , o I N I I I I I I I � 1 - ; 7 10-09-17 Gonstructlon Drawin s `----------------------------------- ............... ------------ 6 10-04-11 Changs per Client Comments ' S 09-29-17 Changs per Cllent Meetin 4 1 09-25-I'7 Des In Deve 1012ment ' 3 09-1147 51te Pian/Zonin Stud 2 09-II-17 Existin Conditions PROP06ED ROOF PLAN 1 05-11 Field Measure No. Date Issue A-4 SCALE = 1/411 = 11_pll Z ' Sheet Name: SMOKE DETECTORS GLAZING REQUIREMENTS STUD NOTCHING AND BORING BEARING WALL SUPPORT ❑ COMPLIANCE RSGdJIRED POR INTERIOR REMODELING REAUIRING PERMIT [314.2.2]A „ , [I NM GOHISTRUGTION HARD-WIRED WITH BATTERY BACKUP_J014.11 ROOMS NATURAL LIGHT MIN.8A5 FLOOR AREA .-.-.[905.11 ❑ HEARING OR EXTERIOR WALL MAX.NOTCH 25A5 BORING 440% »..Fibb ❑ UN b 1602.6] DOUBLE JOISTS DER PARALLEL BEARING WALL.S. ...[502.4]....❑ RCQIARED IN EACH OMMOOM AND ADJOINING HALL__C'314S] 13 BORING TO 60%OK IF STUD DOUBLED AND NOT>2 SUCCESSIVE STUDS BORED[602.61 13 WALL PERPENDICULAR TO JOIST MAX.OFFSET FROM 61RDER I JOIST NOTEi ❑ AT LEAST ONE REQUIRED EACH STORY AND BA515-ENT..•••131491 ❑ NONBEARING NOTCHES OK TO 40%,BORING OK TO 60% »..Flbb6[602.6] SIZE FIbb7(LOCAL.] NEW P.G RSD WALLS t FT&S. ❑ MUST BE INTERC.ONHGGTED AND AUDIBLE PROM 5LEEPIN6 ROOMS»»1314.41 FIREPLACE ❑ HOLES NO CLOSER THAN 5/61n.TO FACE of STUD. ...1602.61 ❑ CUTS,NOTCHES AND HOLES IN ENGINEERED WOOD PRODUCTS ARE ❑ COMBINTATION SMOLE AND CARBON MONOXIDE-191431 PTOHIBITED EXCEPT WERE PERMITED BY THE MAUNF. _t502.621 -------- ❑ BATTERY OPERATED OK IF NO FINISHES REMOVED»..13114.6) ❑ 6LASS DOORS REQUIRED ..».».M ER&Y) EXISTING 6"BLOCK RSD WALL ❑ COMBUSTION AIR OPENIN&S SCREENED AND FROM OUTSIDE NOT&ARA&W ........[1006.2] CORNER FRAMING ---------- ❑ HEARTH ERTEN.DEPTH 161n.FRONT 81n.SIDE IF OPENING<".ft. ........[1001.1] EXISTING 2x WALL CONSTRUCTION 13 HOLD-DOWNS IN PLACE AND TI6H REBLOGKING 13 HEARTH ERTEN.DEPTH 2Oh.FRONT 12h.SIDE IF OPENING> bsq,.ft. ».....[1001.1] TOP PLATES TENED. ...DIAMUjf f ----- Drawn by: Sheet No. ❑ IN CONGEALED SPACES EVERY IOFT HORIZ 1 VERT».».».»....».»..[902.11] ❑ HEARTH ERTEN.DISTINGUISHABLE FROM SUROLMING FLOOR __11001.1] ❑ BEARING WALL INTERSECTIONS AND CORNERS MUST OVERLAP ».16023.21 NEW 2x 1HAL1-CON5TRucTtoN ❑ HOMZ/VERTINTERSEGTIONS SUCH AS SOFFITS.DROP i COVE C4.69. ».».».».......»..[302.111 13 END JOINTS MUST OFFSET 24Hn.MIN. ».[6029.2] HANDRAILS by: ❑IN CONGEALED SPACES UNDl3R STAIRS AT TOP AND BOTTOMOF STRINGERS ........ »...._.»..[5o2.11] FACTORY-BUILT FIREPLACES ❑ 0I6 WAGE STEEL STRAPS OVER NOTGNEs>wz OF PLATE WIDTH ».1602.6.1] ❑ HANDRAIL REQUIRED IF 4 OR MORE RISERS ARE REQUIRED .......1911..63JWG ❑ 6APS AROUND DUCTS AND PIPES HUST BE SEALED[W/APPROVED MATERIAL a FLOOR 1 CEILING 1313SINGLE TOP PLATE OK IF TIED WITH 51n.xbin.STEEL PLATE WITH 6-6d NAILS fB.l] Date: HEARTH EXTEN.DISTINSUISHHABLE FROM SUROLMIN&FLOOR.»11004.21 ❑ RAILING HEIGHT MIN.541N.AND MAX.561N ......[311 LEVEL PENETRATION -•»•»•»•»....»..1902.11] ❑ DECORATIVE CHIMNEY SHROUDS MUST BE LISTED FOR FIREPLACE SYSTEM AND JOIST/TRIUSSC-sA¢AFTERs LAND WITHIN 11n.OVER STUD. ».[6029.2] ❑ 6RIP5 MUST BE 1 1/4 IN.-2 5/6 IN.CIRCULAR CROSS SECTION.....»1511.7.63] ❑ MATERIAL MAY BE 2X LUMBER, 1/21K 6YP.BD.,COMPRESSED&LASS FIBER ...».»....».».»..[302.11.11 -..[100421 0 TOP PLATES FACE NAILED 10d MAX.241n.O.G. ».[T602.3(U] 13 ENDS SHALL RETURN TO A WALL OR NEWEL POST ........[311.78.2] Scale: 1 2 3 4 5 mill 6 � 8 PUFAHL RESIDENCE F 780 MINNEHAHA BLVD. SOUTHOLD, N.Y. 11971 Architect TYPICAL ROOF CQN5TP.LXoTI0N= ROOF 54IN&LE5 TYPICAL ROOF CONSTRUCTION: 15 * BLD6. FELT ROOF SHINGLES Xz" COX PLYWOOD 5HEATHIN6 0 4'-0" O.G 2xl0 COX PLYWOOD SHEATHING R.R. 0 416 O.G. 2"x4" COLLAR TI2Nx10 R.R. 0 16 O.G. 0.04F � X�" N N 1112"1 COLLAR TIES 0 4'-0" O.G.(IF --- -� REOV) AZEK BEAD BD. FIN. AZEK BEADBD. FIN. - -- GEORGE H. SUDDELL ARCHITECT MEMBER OF _ —-------— --- --------- —-— INSTITUTE OF ARCHITECTS - -- --------- 202-11 EAST SHORE ROAD HUNTINGTON, NEW YORK d - > _::I 1 1 7 4 3 M n c OD LIVI N p'. �� -� 3.��>�:�� SEE D - DETAIL SHEET A 2 Info@Suddell.com ell. co m I A 1 .nN4T1? I z TYP lrTlrf h:. wW ud de ll.c 0 N X2 PLY. SHEATHING, o 5 li dJ FELT 11NfERLA� YME NT 00 2x4 STUDS 0 IbN O.G. (631) 421-2595 FAX (631) 421-2528 AZEK BEAD BD. FIN. :fl L c ; Consultants: TYPICAL FLOOR CON5TRUGTION= U IPE DEGKIN6 = TYPICAL FLOOR C057RC1I01`I= 2"x10" A00 D.J. 0 Ib" O.G. 4 MOD IPE DEGKIN& BLOCKING AND BRIDGING A5 IQEQ'D. III=III=1 I —I GED #3 #4 2"x 10" AGQ D.J. 0 160 O.G. BLocKIN6 AND BRIDGING A5 REQ'D. _ 1=1 1511 1=1 I-1 I -1 I -1 I 111=1 1=1 11=1 11=1 11=1 11=1 1=1 I -1 1=1 - p i- 1=III-141=141=III-III-III-1 -III-III-III-III-III-III-III-1111 -'- '-- - - - - - III=III=III=1 I I=1 I=1 11�11�111=I I I III=III=1 I 1-111 111 111=III=III-III�J I' Seal&Signature _ -III=1 1-1 1-III=--1111=1 11-III-1 11-III=III-III=III-1 MCI [ III-I I i-III=III=1�I-III 1 I I f-fes=III-III-I 11-I 1111 1111 11-I 11-1 11=1 I�- �_� = , - rl -I I-III_=III-III-1I I 4i:I I ISII I-III=111=1 I-1I _11- tr-m-7i'' 4x4 A00 POST 1111 I I I-1 I I- I _I 11=1 11=1 11=1 I-11 I-111-1 I I-1 I I-1 I�- 12" DIA. GONG. FOOTING I 1 I I_I I II I I=1 11=1 I I1 11=1 11- 1I I I I-1 I I-1 11=1 11=1 I = 1=1 I I=,I I' 11=1 I M I 1=1 11=1 I I- =1 11=1 I I1 11-I 11-I 11=1 11-I I I-I 11=1 11=1 I I-I 11=1 I I-I 11-I 11=1 I I-1 ��p�ED ARC "�=1 i 1-1T=III=TTI=Ti=1 T 1-111=III=111=Ti-III=III=III=111=III=Ti=III'111=111=1T=Ti=III=III=III=III-1► �.5�,.�cHco��'S��, -1T-:,=j I 1�=11�-I 1-Ti=111=1 I I-I 1 -Ti=111-111-1 11=Ti-1 1-111=1I1=111=Ti-Ti-1 I I= 1 I-1 11=1 I I- " -'11=III,-III-III=111,;,111,;,III, ,III��III��III��III��III��IIII11111111i1111��111,;,III-III-III=til=��-��- F ,t w m PIZOP06ED CR056 SECTION A-S SCALE = I/4" = I'-O" 023318 �0 FBF NES PROPOSED CROSS SECTION TYPICAL ROOF GONSTQI1rTInN. NOTE: ROOF 5HIN6L 15 0 BLDG. FELTT ALL DRAWINGS AND WRITTEN 1V" COX PLYWOOD SHEATHING MATERIAL APPEARING HERE SOHO BATT . 2"x8" CONSTITUTE ORIGINAL 2" R.R. 0 Ib"" O.C.OOCG 12" GYP• BD. FIN. AND UNPUBLISHED WORK OF THE ARCHITECT AND MUST TYn. WALL WN5TRUGTION• NOT BE DUPLICATED, USED OR C V PLY. 5HEATHIN& DISCLOSED WITHOUT 15 0 FELT UNDERLAYMENT WRITTEN CONSENT OF THE 2x4 STUDS 0 Ib" O.C. ARCHITECT. MIN R-13 BATT INSUL. 1V GYP. BD. FIN. I _- II I 1 ----- \n 4x4 PMT N i KIDWO WRM F19 - IN I Mo r � , PEED rwzaas rwzaas I � I ------ yyyyyyyI Ncv MuD 7 10-OCH7 wi Construction Drawncis = I1X LAUNDRY 6 10-04-17 Chancls er Gllent Comments MoD -i -- 5 Oa-2Q-17 Chan s er Ghent Meetln GED#4 CL - - - - - -i_I - - -i-i i - �EMENT - - III=III=111=III=111-1IIEIII1=III=III=III-III=III=III=III-III=111=111- 4 oa-25-17 Des rn Develoment _ III III=III=111=III-III-III-III-III=III=III=III=III=III=111=III=III=111 3 -L - - -� --=' -III . I I 1=1 11=1 11=1 I Ed I I-1 11=1 11=1 I I-1 11=1 11=1 11=1 I II 11=1 11=1 I III I- oa-II-17 Site Pian/Zon1n stud =1 11-I 11=1 11 1111 I IIII I II1I I I=I I I_I I -III =I I I=1111-h l l- ❑ 1=1 I I I I=1 I Ed I I=I I I=I I I=I I I-1 I Ed I I=I I I=I I I-I I =I I I=I I I=111 2 041-11-11 Existin Condlteons �=1 I I-1 I-1 I-1 I I-1 ISI I I-1 11=1 I I 11=-11 I I I I I=1 I I III I I I=1 11=1 11 I ISI I=1 1- a III III III III III_ I Oa-08-17 Fleld Measure I - III - III I - 11EEI I EJ 14-111=I I I=111-111=1 11=1 I 1=1 I I-141=1 11=111=1 11=1 I 1=1' 1=1 =III=1I11--11 f=1 I 1=1 I 1=111=III=III=111=111 Ivo. Date Issue 11=111=111=111=III=111=111=111=11 -111-� Sheet -111-III-I I III-I I 1=1 I 1=1 11=1 I 1=1 I 1=1 1= 11= _ _ - - - t Name. 1 I_ - _ = III III III III III I I I_I I I-I I I_I I I-III-I I_I I I-I I I_I I I-III-I �I I��4_III I I I I 1=1 11=1 11=1 11=1 11=1 11=111=111=1 11=1 11=1 11=1 11=1 11=1 11=111=1 = - - - _ - - - - - III III III-1 11- I I III_=_ I_I I I-I 11=1 11=1 11=1 I I,;,III- I - - II II I I I I_I I I-I I I-I I I_I I I_I I I-111_111_1 I I_I I I_I I I_I I i_i I I_I I I-I I I_I 11=1 I I-I 11-1 11= III-1 I I� III 1=1 11=1 11=1 I F9 I -I 11-1 I Ed I I-1 11=1 I I-1 I I-1 11=1 11=1 1=1 I-III-I 11=1 1=1 11=1 11=1 11=1 1=1 f-III-III-III-III-III-I 11=1 I I-I 11=1 I I-" —I I I-1111„�III_I I-111=1 I-I I I_I I I-III-111-III-III-III=1 11=III_III-III-III-III-111-III-I i l-III-III-III-III-I I I_I I I-III-1 I I- -I I I-111=1 I I-I I Ed I M I IEEI I IEd 11-I I I-I 11=1 11=III=II1=1 11=III-III-III-111-III-III-11 I-111=1-� I-iIi-III=I I - 11 1i1 1 1 11111Ti �� - = =i-1 II--- I- 1 1 1=1 1 A 7%PROP06ED CR065 6ECTION A-5 SCALE = 1/4” = I'-O" Drawn by: Sheet No. JWG Date: Scale: 1 2 3 4 5 6 7 8 F- PUFAHL Ffi--1p RESIDENCE 780 MINNEH AHA BLVD. F C SOUTHOLD, N.Y. 11971 AA k I MrN C IV 1\ Architect GEORGE H. SUDDELL ARCHITECT _ aMEMBER OF •.n ero cow►�r coverts ——— ——— —————————— >t,: :?fi �>sf n>�<,�;;�>�� —•————————'n THE AMERICAN INSTITUTE OF ARCHITECTS IL AS SIMMOTM BY CMIM n H U NTIN G TON N E W 0 R Y E , K 1 11 Jill 11 -TIE E r g Info®Suddell.com uunxxec STOW _ _ _ _ � www.Suddell.com p5 5E1.eG� � '� P o �D00 Ill] ] Ell L-LI-11-1.11-JILI A- 1 1111111 L (631) 421-2595 FAX (631) 421-2528 -- - Nee —-----— —-— -—--- -—----------------------------------------- -—-—-- Consultants: --- – ---- ---y – �– . – ---- TW3046 TW3046 ° I I ° I r-L— I I I I I I I I I I i I I I D -- -------------------- tI - --—-—_ -— —- - - Seal&Signature � ------ -tom --L L-__jLJ L�---------1-- ----L--� --------------------- J 4. ARC 10 CO f=i::%P1Z0P06ED FRONT ELEVATION- Ma A-6 5GALE = 1/4" = I'-0" �9T 0233V6 y�Q� FOF NE`N PROPOSED ELEVATIONS NOTE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERE BhoYR��NS IN CONSTITUTE ORIGINAL 1°R °N° AND UNPUBLISHED WORK OF I I Ili fill] Ill, THE ARCHITECT AND MUST NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT 111111 Jill 11C WRITTEN CONSENT OF THE ARCHITECT. ----- 11 dh 111 1111.1 Tyr. CIO d, 1 I mover+coRr�s ! I er I n 1 I I I AMc witrvow i y. :.ifs'•V I f ff I . . •' — ! DOOR 7RiM 7YP r 0.` I_z I I MAieec cenAR siairrb ;p CMOR BY orereR . •a•• �• a •, '• f• � ••••• •° �. ~ •. • a • ,.n. • ° '. ,,••a ° a � °•! e° ° i - — - - 7 10-0cl-M Construction Drawings I I I I I I I I I I I I 6 10-04-1'1 Chancis per Client Comments I I I II I I I I I I L-1 I 5 Oa-2q-I'I Chanem er Client Meettn I I I I i II I I I I I I I - ----- ------------ --------- - - ----- _ I ------- �� --��J ------�JL- ----------- — 4 Ocl-25-1'I Des in Development --- – ---------- ----------------�----------------------------------------------------------------------------- -–•�- --- –----------- �-, 3 Oa-II-I"1 Stte Plan/Zonin Stud L——————————————— ——————————————————————————————————————————————————————————————————————————————--———————————————————————————— 2 Oq-i l-1'i Existing Conditions I I Ocl-08,-11 Field Measure No.1 Date Issue 2 PIZOP06ED LEFT ELEVATION Sheet Name: A-6 50ALE = 1/4" = I'-0" A Drawn by: Sheet No. JWG Date: Scale: PUFAHL RESIDENCE 780 MINNEHAHA BLVD. SOUTHOLD, N.Y. 11971 F Architect DO'YR ARCHWnIl2AL ASM A rr ROORIN6 r 1EHJ COLOR By O teR GEORGE H. SUDDELL ARCHITECT a ---�--- - - 11 ull -I I - 1111 111111- -11 1111 ---- — ———————— MEMBER OF N ————————— -- ---- I I I '�' THE AMERICAN INSTITUTE OF ARCHITECTS wov�N CORrrs=Rs �,;. I 1 202-11 EAST SHORE ROAD TYP. DECSOCOU"C0VERS HUNTIN GT 0 N N EW YO R K E A5 9HUZTED BY O440t a AZM YVINDON "'"` A 11 1 1I I I t DOOR TRIM Tyr. L] I f Info®Suddell.co t4 I JI �Y` � m TW3046 TW30 � —I1VEB48J TW3046 ,J I ' ,{ ^ www.Suddell.com MAI GOR sIBY O D j N1/ AS � (631) 421-2595 FAX (631) 421-2528 —-—--- -—------- —--- - --- -—-—- -—- -—---—- - - -- -------- -—--- - - -- Consultants: s-- -J II II �� I I •'• I � I I � �'� �•� I I I I I _r_z, I I I II 1 I I a � I I I I r-L--1-1 p ----- --��--------��- -- --- _��_—_=___�—__—�_------------- - - --I ---------- Sea &Signature- - --------- - LA- L— -------J ———-- _ —J PROP06ED REAR ELEVATION- � cH COC�0./Q 0A-7 50ALE 1/4r _Or A * Uj �o Q� 02331$ O FOF NE�y PROPOSED ELEVATIONS NOTE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERE 50'M ARf.FT5CNRAL Ag U4"ROOFl1* , , IN CONSTITUTE ORIGINAL COLOR sY O"at AND UNPUBLISHED WORK OF THE ARCHITECT AND MUST NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT C1111171 1 1 1 1 1 1 1 1 1 1 1 WRITTEN CONSENT OF THE ARCHITECT. a - - - ------ - - -- -- ---- I 1 = A ruNDow N Y401/EN GORNeRs I — l I ;_ / I l I DOOR TRIM TYP. Tyr. 111 f 11 z 2 I I I n SS SM.W MAIDW CEDAR sIDIN6 COLOR sY O"eR I 446 y1 - y_ W2446 — — a F17 011 ' 11F CA.TIJRED STOP A5 5DLEGTED BY OMRIi B6pl ^ ` . --------------------- --------------------41 ----------------------- --------1--,1 I I I I I I I I I 7 10-OC147 Construction Drawin s �--1-I rJ --� �---L, rl---�-I 6 10-04-170h=95 per GIIant Comments I L I L---J L---J L---J L---J I I J I II I - -—- ---------—----------------------- --- - -—_-_� - ---- - - ---- ------—- -—- ------- ------------------ -------- ------------ -------------------------------------- -�--1-� 4 Oa 25 17 Des In Develo1emente r etin —Lr —x -------------------------------------- — L -------------- ——————————————————————————— —— ——--—- ---------------------------------------------------•J---------- --L-� 3 Oa-II-17 Site Plan/Zoning Stud 2 Oa-11-17 ExIstIng Conditions I Oa-08-17 Field Measure No. Date Issue Sheet Name: 2 PIZOP06ED RICIN ELEVATION A-7 50ALE = 1/4" = V-O° A Drawn by: Sheet No. JWG Date: Scale: I 1 2 3 4 5 6 � 8 PUFAHL RESIDENCE 780 MINNEHAHA BLVD. �� it II II II II II II -_ �r-� II II II \II II II II �I I II II II 11 II II I! II II II II II V II -- SOUTHOLD, N.Y. 11971 -- �-' UP To \ 'moi-' I \\ __- --' I I I 16RADe vlr.\\ \ - Architect .01 .01 01 -- " --�— - II II II II �-' ___ \ �- I II II I - - 01 ,�,,�1 1. �"' _� b �Ir. 1\ ---'' \--------- \ GEORGE H. SUDDELL ZD TON GM Ib 25 WN WMl� ARCHITECT 10, -- \ X11 IF T II j j . . - __ \\ -�- �0 __- `\ MEMBER OF / - II II II III I I • � _- \ __ \ THE AMERICAN INSIZTUTE OF ARCHITECTS __ _ I I I I • O� � \ \ E / 11 11 11 1111 I _ col, -�/(�, / 11 11 11 I 1 I `\\ a / ' __ _ / '� __ `\ H2U N T I N G2-11 AST SHORE ROAD -- -------------------------------------- --- -------- -------- T O N. NEW Y O R K - \ 1 7 4 3 MOD I \ Info®Suddell.com \ Www.SuddeUxom / 61=D #1 \ EX WH N I_ // Ex.qo"GL6. \ (631) 421-2595 FAX (631) 421-2528 DRYER \ X OD ' DID #2 I ` / Consultants: � Nov Mud � \ I EX.q0"GL6. ; \ / _ -- -------------------------1-- GiUEE / r ' LAUNDRY \ �- r _ / ----------------- ---------- .-- o \ WASHER EX.q0"GL6. \\ ; r I LT _j -- \ trlol�co ver. /EX.ql"GL6. 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DECK A60VE �\ I / 1 1 I I I •� ry - -- Q -__--- I e, \\ L J———— —I I I / STAIR 1 �"""��-� \ BASEMENT --- 4- LA / \ J� PROPOSED I I / - I I --------- o \ _J ' NEW 36 GRN p I , MEP PLAN I&A9 \ \ EX.q0"GL6. I Q° 1 \ -- --- - --------------rte\--------------------- - NOTE: OI 7---- r I �� .I o \ �./ /1 I I Fj(,LaJdAPe I AND- N I \ 11 1 I L I�, Oo \ I / \ j \ I ALL DRAWINGS AND WRITTEN MOWMATERIAL APPEARING HERE L__ I °� , 1 1 , I I i wG \\ 1 \\ 1 0 '/ \ IN CONSTITUTE ORIGINAL \ AND ARCHLJIBLISHED WORK TECT AND MUSTOF I ' ( `� \\ i __ \ I I \\ 1 S ' I ��II NOT BE DUPLICATED, USED OR (; \\ ' jvc earn \\\ 1 I MO LIVIN 1 ,_ , - DISCLOSED WITHOUT HEAT NOW I I I I' ;I,- �- I b000 I 1 "�. 1 I ------ 1:x IL \ I VIRWT 1 1 1 n 1 1 1 11 M ,� WRITTEN CONSENT OF THE / I \ 1 6ED#4 / N�\V I \ &AS PI I w° I ' 0 Ex.qo"GL SCIZEEN IZOoM / a 1 1 q ARCHITECT. QUEEN / 1 bA5 / I 1 = , / (C CU --------------------- ' I cvI ISI i- \ / I I r 7 ~ 0 j LOT \ II II 1 \ L J X.q0"GL6. I j ( I 1 -------- I It.1 I 1%.00 N90-PLATO \ I 1 \ IW1� e CID • IW61 i� �\ \ I '/ iX , L_J CORNER \ - DECK I J f A61NET \\ I I I EX MOD - - DI=CK A130VE B � MOD 1 �� /, V� I ��\ DI_CK I \ I I 14'-0" '7 10-04-1'11 Construction Drawin s LIZ— X11 V 6FI ;� 6 10-04-I-I ChanQs ver Client Comments ' 5 04-2cl-17 Chancis per Client Meeting 4 OQ-25-1'1 Des in Develo ment �\ 5 OCT-11-11"I Site Plan/Zonin Stud � PQOP05EDLOVER LEVEL MEP PLANf 2 Oa-11-I'T Existing Conditions 2 PROP05ED 1ST L00R MEP PLAN I Oa-08-11'7 Field Measure No. Date Issue MEP-1 Sheet Name: SCALE = 11/4" = i'-O" MEP-1 SCALE = 11/4" = I'-O" NOTE: A SEE SHEET MEF-2 FOR ALL DETAILS LS 4 5GHEDULES Drawn by: Sheet No. JWG Date: Scale: I � 2 3 4 5 6 7 8 "° HVAC REHEEM OR EQ (SER14) BOILER ZONES SPECIAL NOTES I. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ELECTRICAL/LIGHTING LEGEND UFAHL GAS: 2.5 TON SEER 16 ACCORDANCE WITH TABLE P2701.1. ZONE I: LOWER LEVEL ZONE I: ELEC HEAT PUMP COIL NEW PROPANE TANKS 2. BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT LOCATION BY OWNER RESIDENCE FLOORS AND WALLS SHALL BE FINISHED WITH A NONABSORBENT SYMBOL MANUF. MODEL# BULB REMARKS SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET F LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(IN ADDITION TO THOSE REQ.BY CODE) ABOVE THE FLOOR 780 M I N N EHAHA BLVD. 3. SHOWERS AND TUB/SHOYeR COMBINATIONS SHALL BE EQUIPPED ZONE II: 1ST FLOOR ZONE II: ELEC HEAT PUMP COIL WATER: EXISTING SOUTHOLD, N.Y. 11971 LEVITON QUAD RECEPTICAL,DECORA,WHITE WITH CONTROL VALVES OF THE PRESSURE BALANCE, THE 2.5 TON STEER 16 THERMOSTATIC MIXING OR THE COMBINATION PRESSURE LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(SET @ PICTURE LIGHT) BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS. =@ LEVITON DUPLEX,FLOOR OUTLET FLR 4. ALL POTABLE WATER OPENINGS AND OUTLETS SHALL. BE ZONE III: ZONE III: Architect LEVITON GFI,DECORA,WHITE INSTALL PER E3802 PROTECTED BY AN AIR GAP, ATMOSPHERIC-TYPE VACUUM ELECTRIC: EXISTING PANEL BREAKER PRESSURE TYPE VACUUM BREAKER OR HOSE MODIFY AS REQUIRED FOR NEW LEVITON GFI,QUAD RECEPTICAL,DECORA,WHITE INSTALL PER E3802 CONNECTION BACKFLOW PREVENTER CONSTRUCTION =0 LEVITON GFI,WEATHERPROOF RECEPTICAL INSTALL PER E3802 S. SEPARATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN ZONE IV: ZONE IV: =0 SPECIAL PURPOSE CONNECTION-APPLIANCE,ETC. 6. ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO LUTRON SINGLE POLE SWITCH,DECORA,WHITE SECTIONS P21102.4.1 THROUGH P2402.4.5. LUTRON THREE WAY SWITCH,DECORA,WHITE 7. A 501L OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A GEORGE H. SUDDELL cu FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED ZONE V: ZONE V: ARCHITECT WITH A RELIEVING ARCH,OR THERE SHALL BE BUILT INTO THE LUTRON FOUR WAY SWITCH,DECORA,WHITE MASONRY WALL A PIPE SLEEVE TWO PIPE 51ZE5 GREATER THAN THE PIPE PASSING THROUGH. LUTRON THREE WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER MEMBER OF 8. PIPING SHALL BE INSTALLED IN TRENCHES 50 THAT THE PIPING THE AMERICAN INSTITUTE OF ARCHITECTS 202-11 EAST SHORE ROAD E LUTRON FOUR WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER RESTS ON SOLID AND CONTINUOUS BEARING {y4 LUTRON SINGLE POLE SWITCH,DECORA,WHITE W/SLIDE DIMMER a. DRAIN, WASTE AND VENT PIPING AND FITTING MATERIALS SHALL ZONE VI: ZONE VI: HUNTIN GT O N, NEW YO RK 1 1 7 4 3 b COMPLY WITH TABLE P3002.1 SENTRY TIME SWITCH 10. BUILDING SEYVER PIPING AND FITTING MATERIALS SHALL InfoOSuddell.comwww.Suddell.com s HALO H-71CAT EOVALENT ENT 6"RECESS HIGH HAT-WHITE RECESSED LED TRIM COMPLY WITH TABLE P-10022. LICENSED(MECHANICAL CONTRACTOR `�'4 HALO H-9951CAT 65 W 4"RECESS HIGH HAT-WHITE RECESSED LED TRIM 11. THE WATER SUPPLY FOR DISHINA5HERS SHALL BE PROTECTED TO QUANTIFY ALL EQUIPMENT BTU'S& LI LICENQUANTIFY ALL EQUIPMENT BTU'S&SED MECHANICAL CONTRACTOR (631) 421-2595 FAX (631) 421-2528 EOVALENT BY AN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER TONAGE B`Y LOCATION ss TONAGE BY LOCATION HALO H-71CAT LED 6"RECESS HIGH HAT-WHITE RECESSED 6"SATCO GIBMLE S9473 FOR SLOPED Consultants: CEILINGS 12. THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE HALO H-9951CAT LED 4"RECESS HIGH HAT-WHITE RECESSED 4"SATCO GIBMLE S9463 FOR SLOPED THROUGH AN AIR BREAK LOW CEILINGS 15-THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN NOTE: NOTE:EXISTING 210,000 BTU TO REMAIN PROVIDE NEW ZONES HALO H1499T VOLTAGE RECESSED SPOT LIGHT ACCORDANCE WITH SECTION P2505 OF THE CODE SEE ABOVE 0s HALO H-9951CAT LED 4"RECESS HIGH HAT-WATER TIGHT WHITE RECESSED LED TRIM TL410WH 14. ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS 65 W AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS exr HALO H-71CAT EOQ VALENT OUTDOOR FIXTURE,OWNER TO SUPPLY,CONTR.TO INSTALL 13 THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE 0 - - 75 W A BLUB W/PULL CHAIN LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION 8/4' GDX PLY - - LED UNDER COUNTER LIGHTING 15.AL.L MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH JUNCT.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABEL. AND THE , l Seal&Signature gym." SHUT-OFF VALUE 4 WALL JEM.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL SCONCE 16ALL FUEL, 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL DRILLED HOLE LAMAR 4 (WRAP AROUND) BUILDINGS SHALL BE EQUIPPED WDE WITH A FLAME SAFEGUARD VICE, FLUORESESENT WHICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE -�RED AAC TRACK LT.FEED FIXTURE BY OWNER @ FAMILY RM TRUSS FLAME OR PILOT LIGHT 15 EXTINGUISHED WHISPERCEILING 17LL. AEQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE EX JOIST �� "��C,�ti%� PANASONIC *80 CFM*-V.I.F. - 4"HARD DUCT TO EXTERIOR BY ELECT.CONTRACTOR NI103.7 OF THE GORE C FV-08VQ5 r--9 p, PANASONIC WHISPERCEILING * , IL'O i 80 CFM V.I.F. - 4"HARD DUCT TO EXTERIOR BY ELECT.CONTRACTOR IL.J FAN/LIGHT FV-08VQL6 18. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT 24" * w .,, m h IID TO THE MINIMUM FEDERAL STANDARDS AS PER SEG N1103.4 AND CIRCULATOR W MOTION SENSOR-DOUBLE HEAD-WHITE NI104.2 AS APPLICABLE O SMOKEICO2DETECTOR-DIRECT WIRED,INTERCONNECTED WBATTERYBACKUP la. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS 023318 y0AND Q' VICE DEVICES THAT SERVE 100 PERCENT OF THE �—<-__--- _ __-__ -.-___ _ SOF NES — -- _— UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH --- --- — TABLE E3502.2. - — ---_ CEILING FAN/LIGHT-STYLE&COLOR BY OWNER 20. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE — E3701.2. ALLOWABLE APPLICATIONS FOR INCORPORATED VILLAGEOF _ _ _ _ _ _ _ �'� LAUREL HOLLOW PLAN EXAMINATION REVIEW PAGE 5 WIRING - METHODS SHALL BE IN ACCORDANCE WITH TABLE 8701.4. MEP DETAIL S GENESHUT-OFF VALUE RAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING _ & NOTES ® CABLE/TELEVISION OUTLET METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1. ori COMPUTER HDMI OUTLET 11 3/4" GDX PLY DRILLED HOLE NOTE: Q COMPUTER DATA OUTLET NOTE: EA. 51 DE ALL DRAWINGS AND WRITTEN 11.0 TELEPHONE JACK-CONFIRM SYSTEM WITH OWNER ALL FLUES ARE 8 DIAMETER MATERIAL APPEARING HERE NOTE: NOTE: DETAIL Q CIRCULATOR v15CONNECT DETAIL FOR P L U M E R 5 IN CONSTITUTE ORIGINAL I 2 FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO LOCATION AND TYPES OF RECEPTICAL LIGHTING,AND ANY AND UNPUBLISHED WORK OF SPECIAL OWNER REQUIREMENTS. CONTRACTOR SHALL LAYOUT ALL ELECTRIC THE ARCHITECT AND MUST ALL RECESSED HIGH HAT FIXTURES TO BE LCAT-INSULATED CEILING AIR TITE. USING E-Z TAS LAYOUT SYSTEM 651-424-1350 PROVIDE LED TRIM KIT NOT BE DUPLICATED, USED OR DISCL SED WITHOUT C NOS= WRITTEN CONSENT OF THE PLUMBING LEGEND BE SUBMITTED AT�1JOB GO RMPLETION. b ARCHITECT. 4"ROOF VENT--> SYMBOL REMARKS NOTE_ / ROOF HB HOT WATER BASE BOARD ELECTRICAL INSTALLATION SHALL COMPLY(FIITI-k THE R.C.N.Y. . HHB HIGH OUTPUT BASE BOARD AND ITS REFERENCED STANDARD NFPA 70-2002 CBB CAST IRON BASE BOARD NOTE= HV HYDRO VECTOR @ CABINETRY REG.(POWER WATER SUPPLY PIPES PER P.C.N.Y.S. TABLE 605.4 NEW E K MOD WATER DISTRIBUTION PIPES PER P.C.N.Y.S. TABLE 605.3 BA TH e7A TH KITCHEN SR SUN RAD(4)SECTION OR AS SPEC. DRAIN, WASTE 4 VENT PIPES PER P.C.N.Y.S. TABLE 702.1 Z, v V V " GAS PIPING PER FG6NY5 F6403 -� WS WATER SPICKET FROST PROOF [1 z"V — — — — — — PROPOSED WASTE LINES NOTE ALL PEX CONNECTIONS 2"V TO BE MADE NITH c.o r c.o HN.A.C. LEGEND WIRSBO EXPANSION SYSTEM �" B '""�"� IST FLOOR 2^W 3"S 2"w 2"w 3•g 2"W 2"W 2"W B SYMBOL REMARKS C'O C.o AH AIR HANDLER HWC HOT WATER COIL PROPOSED RETURN 7 10-04-I'7 Construction Drawings SUPPLY REI OC NEW E K +�✓ 10-0441 Changs Per Client Comments LO-1DISCONNECT LAU DRY g H g H 5 041-2cl-17 Chan s per Client Meetin z"V v "v 4 041-25-17 Des in Development NOTE: 1)ALL SUPPLIES,RETURNS,TONAGE 5 09-11-17 51te Plan/Zonin Stud IS THE RESPONSIBILITY OF 2 Oa-I I-17 Existln Conditions THE TRADE TO CONFIRM SIZES&LOCATIONS THAT HAVE BEEN I 001-06-1"I Field Measure wa No. Date Issue INDICATED ON PLANS.SUBMIT CHANGES PRIOR TO AIR z'v t�F\-911 s^v VENT w C.o C.o Sheet Name: CONSTRUCTION FOR REVIEW BY ARCHITECT. CELLAR G.C.SHALL HOLD ALL PIPES TIGHT'TO WALLS,GIRDERS& BUILDING 21V3"S 2"w 2"W WSS 2'W(THIN BAYS.SOFFIT AS REQUIRED. TRAP 2^w 2 /� /) I/) p CT TO C'1 C.0 3)MAINTAIN MAXIUM ATTIC SPACE FOR HOMEOWNER CONNECONNECS.C.D.H.S. APPROVED SYSTEM 4)ALL PEX OR COPPER TUBBING SHALL BE DRILLED THRU NOTE: - A C.J., R.R.OR STUDS, IF NOT APPLICABLE NEW FIXTURES TO COMPLY W/NEW YORK STATE FOLLOW ALL RUNS SHALL D.E.C. REQUIREMENTS FOR CERTIFIED WATER FOLLOW DROPPED STRUCTURAL MEMBERS&DUCT WORK. SAVING PLUMBING FIXTURES 5)"MARKED-UP"MEP PLANS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PLLlM�ING R15ER DIAGRAM 3 Drawn by: Sheet No. JWG Date: Scale: 1 2 3 4 5 6 7 8 PUFAHL CHAPTER 3: BUILDING PLANNING CHAPTER5: FLOORS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RESIDENCE SECTION R506:CONCRETE FLOORS(ON GROUND) TABLE R301 (I) 780 M I N N EHAHA BLVD. F (SEE PLANS) SECTION 8301:DESIGN CRITERIA SOW WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTERNOW ICE BARRIER Aff MEAN S O UTH O L D, N.Y. 11971 SEE TABLE R301.2(1) LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQ,D HAZARDS FRE ZIN ANNUAL R301.2.3:SNOW LOADS:(SEE TABLE R301.2(1)) 20 130 NO NO NO B SEVERE 3' MODERATE CHAPTER 6: WALL CONSTRUCTION R301.4 DEAD LOAD:THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE TO SEVERE 1S° YES NIA 1,500 47° Architect USED FOR DETERMINING DEAD LOAD W/CONSIDERATION FOR THE DEAD LOAD OF FIXED SECTION R601:GENERAL SERVICE EQUIPMENT. R601.2 REQUIREMENTS:WALL CONSTRUCTION SHALL BE CAPABLE OT ACCOMMODATING MAI.UNIFORMLY DISTRIBUTED LIVE LOADS LUMBER SPECIFICATIONS 8301.5 LIVE LOAD:THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS ALL LOADS IN ACCORDANCE WITH SECTION 8301 AND OF TRANSMTIP'ING THE RESULTING TABLE 8301.5 2015 IRC EDITION MIN.ROOF LIVE LOADS IN POUNDS-FORCE PER PROVIDED IN TABLE R301.5 LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. (IN POUNDS PER FOOT) SQUARE FOOT OF HORIZONTAL PROJECTION SECTION 8602:WOOD WALL FRAMING USE LIVE LOAD TABLE 8301.6 2015 ERC EDITION WALL DOUGLAS FIR #2 OR STUD GRADE R301.6 ROOF LOAD:THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN STUDS LUMBER @ 1 RA TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(1)WHICHEVER IS GREATER 8602.1 GENERAL: (PROJECT IS DESIGNED IN ACCORDANCE WITH 2O1S'WFCM) UNINHABITABLE ATTICS W/O STORAGE 10 ROOF SLOPE TRIBUTARY LOADED AREA IN SQUARE 8301.1 DEFLECTION:THE ALLOWABLE DEFLECTION OF ANY STRUCTURAL MEMBER UNDER SECTION R603:COLD-FORMED STEEL WALL FRAMING UNINHABITABLE ATTICS W/LIMITED STORAGE 20 FEET FOR ANY STRUCTURAL MEMBER FLOOR DOUGLAS FIR GEORGE H. S UD D ELL GENERAL NOTES N/A 0 TO 200 20i TO 600 OVER 600 JOISTS #2 OR BETTER AR C RITE C T THE LIVE LOAD LISTED IN SECTIONS R301.5 AND R301.6 OR WAND LOADS DETERMINED BY HABITABLE ATTICS&ATTICS SERVED W/FIXED STARS 30 FLAT OR RISE LESS THAN 4INCHES PER FOOT(1:3) SECTION 8301.2.1 SHALL NOT EXCEED THE VALUES IN TABLE 8301.7 CEILING DOUGLAS FIR SECTION R604:WOOD STRUCTURAL PANELS BALCONIES(EXTERIOR)&DECKS 40 20 16 12 1.THE ARCHITECT SHALL NOT RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) JOISTS #2 OR BETTER SECTION 8302:FIRE RESISTANT CONSTRUCTION FIRE ESCAPES MEMBER OF CONTRACTOR ANY SUB-CONTRACTORS NOR SHALL HE GUARANTEE THE PERFORMANCE 40 ROOF DOUGLAS FIR THE AMERICAN INSTITUTE OF ARCHITECTS 8302.1 EXTERIOR WALLS:CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS OF RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 12 INCHES OF THEIR CONTRACTS.THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND TO SECTION R605:PARTICALEBOARD GUARDS&HANDRAILS 200 PER FOOT RAFTER #1 OR BETTER E THE LIABILITY OF THE ARCHITECT,HIS AGENTS OR EMPLOYEES. EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) (11) 16 14 12 202-11 EAST SHORE ROAD TABLE 02.1 1 GUARD IN-FILL COMPONENTS 50 HUNTINGT ON, NEW YORK 2.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR RAS CONTROL OR CHARGE OF R302,11 FIREBLOCKING:IN COMBUSTIBLE CONSTRUCTION,FIRE BLOCKING SHALL BE SECTION R606:GENERAL MASONRY CONSTRUCTION PASSENGER VEHICLE GARAGES 50 RISE 12 INCHES PER FOOT(1:1)AND 1 1 7 4 3 OF CONSTRUCTION MEANS,SEQUENCES,OR PROCEDURES„OR FOR SAFETY PRECAUTIONS SEE PLANS 12 12 12 &PROGRAMS.THE CONTRACTOR SHALL BE RESPONSIBLE'FOR ADEQUATELY BRACING& PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS ( ) GREATER Info®SuddeR.com PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP ROOMS OTHER THAN SLEEPING ROOMS 40 SECTION 8607:GLASS UNIT MASONRY STORY AND THE ROOF SPACE. z www.Suddell,c om COLLAPSE DISTORTION&MISALIGNMENT ACCORDING TO APPLICABLE CODES, N/A SLEEPING ROOMS 30 FOR SI:I SQUARE FOOT=0.0929 M, 1 POUND PER SQUARE FOOT--0.0479 kPa,l INCH PER FOOT=83.3 MM/M (631) 421-2595 FAX63 SECTION 8309:GARAGES AND CARPORTS STAIRS 40 FAX (631) 421-2528 3.THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,PHYSICAL R309.1:FLOOR SURFACE:GARAGE FLOOR SURFACES SHALL BE OF APPROVED SECTION R608:EXTERIOR CONCRETE WALL CONSTRUCTION CONDITION DISCOVERED,AS WELL AS ANY EASEMENTS,ETC,,NOT INDICATED ON THE NONCOMBUSTIBLE MATERIAL.THE FLOOR AREA USED FOR PARKING OF AUTOMOBILES OR NIA Consultants: SURVEY OR PLAN.NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A RESOLVED, DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. SECTION R609:EXTERIOR WINDOWS AND DOORS CHAPTER 1: SCOPE&APPLICATION R6092 PERFORMANCE:EXTERIOR WINDOWS AND DOORS SHALL BE RESIGNED TO RESIST DWELLING GARAGE SEPARATION 4.DISCREPANCIES,ERRORS,OMISSIONS,ETC,,IN ANY PORTION OF THE DRAWINGS WHICH SECTION 8317:PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS THE DESIGN WINDS LOADS SPECIFIED IN TABLE 83012(2)ADJUSTED FOR HEIGHT AND TABLE 8302.6 2015 IRC EDITION TABLE 11301.7 2015 IRC EDITION ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES OR REGULATIONS,BEARING ON SECTION R101:GENERAL 8317,1 LOCATION REQUIRED:PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM EXPOSURE IN ACCORDANCE WITH TABLE R3012(3)OR DETERMINED IN ACCORDANCE WITH THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. R101.1 TTILE: THESE PROVISIONS SHALL BE KNOWN AS THE RESIDENTIAL CODE FOR ONE DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE OF NATURALLY ASCE 7. SEPARATION MATERIAL STRUCTURAL MEMBER ALLOWABLE AND TWO-FAMILY DWELLINGS DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA DEFLECTION 5.ANY DEVIATIONS FROM THE ARCHITECTS DRAWINGS MIDST BE SUBMITTED TO THE Ul FOR THE SPECIES,PRODUCT,PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE R609.7 ANCHORAGE METHODS:SEE FIGURES R609.7.2(1)-R609.72(8) FROM THE RESIDENCE AND ATTICS NOT LESS THAN 112"GYP.BD.OR EQUIVALENT APPLIED TO THE GARAGE SIDE RAFTERS HAVING SLOPES GREATER THAN 3:12 WI IJ180 ARCHITECT IN WRITING FOR APPROVAL. SECTION R102:APPLICABILITY LISTED IN SECTION 4 OF AWPA Ul. FINISHED CLG.NOT ATTACHED TO RAFTERS 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN S/8" TYP.X GYP.BD.OR VA INTERIOR WALLS&PARTITIONS H/l80 CONTRACTORS 8102.1 GENERAL:WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT SECTION 8610:STRUCTURAL INSULATED PANEL WALL CONSTRUCTION/ Q AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE WHERE,IN ANY SPECIFIC,DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN STRUCTURE(S)SUPPORTING FLOORICEILING ASSEMBLIES NOT LESS THAN 1/2"GYP.BD.OR EQUIVALENT FLOORS U360 Seal&Signature D THE PERIPHERY OF THE BUILDING FOUNDATION MATERIALS,METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS,THE MOST USED FOR SEPARATION REQUIRED BY THIS SECTION 2.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR CEILINGS W/BRITTLE FINISHES(INCL-D.PLASTER IA60 RESPONSIBILITIES RESTRICTIVE SHALL GOVERN, FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND CIIAI'TER WALL COVERING GARAGES LOCATED LESS THAN 3 FEET FROM NOT LESS THAN 1/2"GYP.BD.OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF &STUCCO) SECTION RI05:PERMITS 3.SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT A DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA CEILINGS W/FLEXIBLE FINISHES(INCL'D. 1.THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS&OTHER R105.1 REQUIRED:ANY OWNER OR OWNER'S AUTHORIZED AGENT WHO INTENDS TO CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN SECTION R701:GENERAL GYPSUM BOARD) IJ240 ED ARc CONTRACTS&SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE CONSTRUCT,ENLARGE,ALTER,REPAIR,MOVE,DEMOLISH OR CHANGE THE OCCUPANCY IMPERVIOUS MOISTURE BARRIER R701.2 INSTALLATION:PRODUCTS SENSITIVE TO ADVERSE WEATHER SHALL NOT BE ,SER 4.THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE INSTALLED UNTIL ADEQUATE WEATHER PROTECTION FORTHE INSTALLATION IN ALL OTHER STRUCTURAL MEMBERS IJ240 ��5��j G H COC�y�� COMPLETION OF ALL WORK.THE GENERAL CONTRACTOR SHALL COMPLETE A OF A BUILDING OR STRUCTURE,OR TO ERECT,INSTALL,ENLARGE,ALTER,REPAIR, " COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS&SHALL REMOVE,CONVERT OR REPLACE ANY ELECTRICAL,GAS,MECHANICAL OR PLUMBING WALLS HAVING CLEARANCES OF LESS THAN 112 INCH ON TOPS,SIDES AND ENDS PROVIDED.EXTERIOR SHEATHING SHALL BE DRY BEFORE APPLYING EXTERIOR COVERING. EXTERIOR WALLS WIND LOADS WI PLASTER OR IH/360 [rte�4' `p, SUBMIT THE SAME TO THE OWNER IN AN ACCEPTABLE FORMAT FOR REVIEW SYSTEM,THE INSTALLATION OF WHICH IS REGULATED BY THIS CODE,OR TO CAUSE ANY 5.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OFA CHAPTER 9: ROOF ASSEMBLIES STUCCO R WALLS-WIND WELL IN ADVANCE OF WORK COMMENCEMENT. SUCH WORK I ST PERFORMED,SHALL FIRST MAKE APPLICATION TO THE BUILDING BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR SECTION R702:ANTERIOR COVERING LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS PORCH R7023 GYPSUM BOARD: SECTION 8901:GENERAL OFFICIAL AND OBTAIN THE REQUIRED PERMIT. � (SEE TABLE 8102.3.5) EXTERIOR WALLS-WAND LOADS WI OTHER * � BRITTLE FINISHES H/240 5 - 2.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNERSLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO TIIN 8901,1 SCOPE:THE PROVISIONS OF THIS CHAPTER SHALL GOVERN THE DESIGN,MATERIALS, � WEATHER SECTION R703:EXTERIOR COVERING 023318 Q� TO MINIMIZE INTERRUPTIONS TO NORMAL OWNER OPERATIONS, SECTION 8108:FEES 6.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR 87033 NOMINAL THICKNESS AND ATTACHMENTS: SEE TABLE 8703.31 CONSTRUCTION AND QUALITY OF ROOF ASSEMBLIES. EXTERIOR WALLS-WIND LOADS W/FLEXIBLE FINISHES IV120 9TH O y0 RI 08.1 PAYMENT OF FEES:A PERMIT SHALL NOT BE VALID UNI fL THE FEES PRESCRIBED ( ())) ,2 N E ROOFS THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY SECTION 8902;FIRE CLASSFICATION LINTELS SUPPORTING MASONRY VENEER WALLS X600 H EACH CONTRACTOR SHALL I RESPONSIBLE FOR CUTTING,FITTING&PATCHING OF BY LAW HAVE BEEN PAID,NOR SHALL AN AMENDMENT TO A PERMIT BE RELEASED SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS R703.8 ANCHORED STONE AND MASONRY VENEER,GENERAL:(SEE FIGURE R703.8) HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT. UNTIL THE ADDITIONAL FEE,IF ANY,HAS BEEN PAID. MOISTURE BARRIER R902.1 ROOFING COVERING MATERIALS:ROOFS SHALL BE COVERED WITH MATERIALS AS 4.THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS 70 THE OWNER OF THE SECTION RI 09:INSPECTIONS 7.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED R703.8.2 EXTERIOR VENEER SUPPORT: (SEE FIGURE R703,8.2.1&R703.8.2.2) SET FORTH IN SECTIONS R904 AND R905.CLASS AB OR C ROOFING SHALL BE INSTALLED IN JURISDICTIONS DESIGNATED BYLAW AS REQUIRING THEIR USE OR WHERE THE EDGE OF VARIOUS ITEMS SET FORTH SO AS TO ALLOW REASONABLY&ADEQUATE TIME FOR 8109.1 TYPES OF INSPECTIONS:FOR ON-SITE CONSTRUCTION,FROM TIME TO TIME THE DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS THE ROOF IS LESS THAN 3 FEET FROM THE LOT LINE. REVIEW,POSSIBLE CORRECTION,POSSIBLE RE-SUBMISSION&FOR APPROVAL OF BUILDING OFFICIAL,UPON NOTIFICATION FROM THE PERMIT HOLDER OF HIS AGENT, BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED R703,8.3 LINTELS: (SEE TABLE R703.8.3.1) PRESUMPTIVE LOAD BEARING VALUES SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE PROJECT. SHALL MAKE OR CAUSE TO BE MADE ANY NECESSARY INSPECTIONS AND SHALL EITHER BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS SECTION R903:WEATHER PROTECTION OF FOUNDATION MATERIALS GENERAL NOTES APPROVE THAT PORTION OF THE CONSTRUCTION AS COMPLETED OR SHALL NOTIFY THE 83113,1.FASTENERS FOR PRESERVATIVE-TREATED WOOD:FASTENERS,INCLUDING NUTS 8903.1 GENERAL:ROOF DECKS AND ROOF ASSEMBLIES SHALL BE COVERED WITH TABLE R401.4.1 2015 BRC EDITION 5.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY, PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS WASHERS,FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED,ZINC CHAPTERS: ROOF-CEILING CONSTRUCTION APPROVED ROOF COVERINGS. CLASS OF MATERIAL LOAD BEARING PRESSURE WORKMANS COMPENSATION,COMPLETED OPERATIONS,FTC.ADEQUATE FOR THE CODE, PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME;PRIOR TO COMMENCING WITH COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER COATING (LBS PER sQ.FT.) TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD R9032 FLASHING:(SEE PLAN) CRYSTALLINE BEDROCK NOTE' WORK. SECTION RI 10:CERTIFICATE OF OCCUPANCY SECTION 8801:GENERAL 12,000 RI10.1 USE AND OCCUPANCY:A BUILDING OR STRUCTURE SHALL NOT BE USED OR SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS,A MINIMUM OF ASTM A 653 R8012 REQUIREMENTS:ROOF AND CEILING CONSTRUCTION SHALL BE(CAPABLE OF R903.4 ROOF DRAINAGE:(SEE PLAN) SEDIMENTARY AND FOLIATED ROCK 4,000 ALL DRAWINGS AND WRITTEN C BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITYOF TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE SITEE RELATIVE BUILDING OR STRUCTURE CHANGE ORR PORTION THEREOF SHALL NOT BE MADE,UNTIL THE THE EXISTING USE OR OCCUPANCY CLASSIFICATION OF A TYPE GI 85 ZINC COATED GALVANIZED STEEL EQUIVALENT,SHALL BE USED. ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION 8301 AND OF MATERIAL APPEARING HERE CELTHE OCCUPIED,AND Q TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTUIRAL ELEMENTS. SECTION R904:MATERIALS SANDY GRAVEL AND/OR GRAVEL(GW AND GP) TO EXISTING CONDITIONS,MATERIALS TO BE MATCHED,WORKING SPACE AVAILABLE, BUILDING OFFICIAL HAS ISSUANCE OF A CERTIFICATE OF OCCUPANCY THEREFOR AS 3,000 IN CONSTITUTE ORIGINALSECTION 8318:PROTECTION AGAINST SUBTERRANEAN TERMITES 89043 MATERIAL SPECS.:ROOF COVERING MATERIALS SHALL CONFIRM TO THE SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXPEDITIOUS EXECUTION OF PROVIDED HEREIN. SECTION R802:WOOD ROOF FRAMING APPLICABLE STANDARDS LISTED IN THIS CHAPTER. SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL THIS CONTRACT. FAILURE TO DO SO WILL NOT BE CAUSE FOR EXTRA COST 8318.1 SUBTERRANEAN TERMITE CONTROL METHODS:IN AREAS SUBJECT TO DAMAGE 2,000 AND UNPUBLISHED WORK OF TO THE OWNER OR OWNER'S REPRESENTATIVES. FROM TERMITES AS INDICATED BY TABLE R301.2(1)METHODS OF PROTECTION SHALL BE R802.1 GENERAL: (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WIFCM) AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC) THE ARCHITECT AND MUST ONE,OR A COMBINATION,OF THE FOLLOWING METHODS: SECTION R905:REQUIREMENTS FOR ROOF COVERINGS CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND NOT BE DUPLICATED, USED OR I.CHEMICAL TERMTTICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2 SECTION R803:ROOF SHEATHING R905.1 ROOF COVERING APPLICATION: SEE TABLE 8301.2(1) SANDS SANDY, (CL,ML,MH AND EY 1,500 DISCLOSED WITHOUT 7.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING 2.TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) C APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED AND PROVIDE ALL EQUIPMENT, TOOLS,FENCES,TRANSPORTATIONS,SAFEGUARDS,ETC.,AWITH THE LABEL R90511 UNDERLAYMENT: WRITTEN CONSENT OF THE EXECUTION REQUIRED FOR THE PROPER CHAPTER 2:DEFINITIONS EXECUTION OF THEIR WORK. 3.PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE SECTION R804:COLD-FORMED STEEL ROOF FRAMING SEE TABLE R901.1,1(1)FOR TYPES ARCHITECT. PROVISIONS OF SECTION R317.1 NIA SEE TABLE R901.1.1(2)FOR APPLICATION MIN.WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT FRAME CONSTRUCTION 8.EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH SECTION R202 4.NATURALLY DURABLE TERMITE RESISTANT WOOD SEE TABLE R901.1.1(3)FOR ATTACHMENT TABLE 8403. T 2015 TI EDITION S.PHYSICALLY BARRIERS IN ACCORDANCE WITH SECTION 8318.3 AND USED IN SECTION R80S:CEILING FINISHES SNOW LOAD OR STORY AND TYPE OF LOAD BEARING VALUE OF SOIL COMMENCING COMPENSATION,LIABILITY,DISABILITY) I THE OWNER PRIOR O LOCATIONS AS SPECIFIED IN SECTION R317.1 R805.1 CEILING INSTALLATION:CEILINGS SHALL BE INSTALLED INACCORDANCE WITH THE R9052 ASPHALT SHINGLES:THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY COMMENCING WORK.EACH CONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO REQUIREMENTS FOR INTERIOR WALL FINISHES AS PROVIDED IN SECTION R702. WITH THE PROVISIONS OF THIS CODE. ROOF LIVE LOAD STRUCTURE WITH LIGHT (PSE) REQUESTING FINAL PAYMENT. 6.COLD FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS 8505.2.1 AND Q 8603.2.1 9.IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF SECTION R806:ROOF VENTILATION R905.2.1 SHEATHING REQUIREMENTS:ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY FRAME 2000 2500 1 3000 MATERIALS BY SPECIFIC BRAND WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED SECTION R319:SITE ADDRESS R806.1 VENTILATION REQUIRED:ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHEATHED DECKS. 1-STY,SLAB ON GRADE 12 x 12 x 12 x 8319,1 ADDRESS IDENTIFICATION: SEE PLANS FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS 1 STY.W/CRAWL SPACE 6 x 6 x 6 x OUT.WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES ( ) SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTTILATAIG OPENINGS 890522 SLOPE:ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS FORAPPROVAL. PROTECTED AGAINST ENTRANCE OF RAIN OR SNOW.VENTILATION OPEhNINGS SHALL HAVE VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER FOR ROOFS(2:12)-(4:12),DOUBLE I-STY.+BASEMENT 14x 12 x 12 x 10.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND A LEAST DIMENSION OF J"MIN.AND� MAX. UNDERLAYMENT IS REQUIRED. DISPOSE OF INA LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS CHAPTER 4: FOUNDATIONS 2-STY.SLAB ON GRADE 12 x 12 x 12x WARRANT 8806.2 MINIMUM VENT AREA:THE MINIMUM NET FREE VENTILATION ARTA SHALL BE j OF 11905.2,5 FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 20 PSF 2-STY.W/CRAWL SPACE 12x 12x 12x THE AREA OF THE VENTED SPACE, STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS. 11.ALL NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH MFG.LATEST PRINTED SECTION R401:GENERAL 2-STY.+BASEMENT 16x 13 x 12 x SPECIFICATIONS&WITH CODE COMPLIANCE.THE CONTRACTOR WILL NEED TO RECEIVE SEE TABLE R301.2(1) SECTION R807:ATTIC ACCESS 11905.26 ATTACHMENT:ASPHALT SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS APPROVAL OF ANY OTHER STATED MATERIALS FOR THE PROJECT. R807.1 ATTIC ACCESS: THE ROUGH FRAMED OPENING SHALL BE NOT LESS THAN 22"x30" REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE 3 STY.SLAB ON GRADE 12 x 12x 12x R4012.REQUIREMENTS:FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. OR 2 PER INDIVIDUAL SHINGLE. 3-STY.W/CRAWL SPACE 6 x 12 x 12 x B 12.ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER&ALL MECHANICS ACCOMMODATING ALL LOADS.(SEE TABLE 401.4.1) SHALL BE SKILLED IN THEIR TRADE. R90S.2.8 FLASHING:FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. 3-STY.+BASEMENT 19x 6 15x 13x SECTION R402:MATERIALS (SEE PLAN FOR VALLEY FLASHING WHEN APPLICABLE) 13.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND R4022 CONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE SECTION R906:ROOF INSULATION EXCESS MATERIALS.THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE STRENGTH OF P'c.(SEE TABLE 402.2) 1 10-04-11 Construction DrapOncls Ghan s er G I lent Comments (SEE PLANS AND IECC REPORT FOR REQUIRED INSULATION VALUES) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE PAYMENT. TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL TABLE Rao2a 2o1s IRC EDITION 6 10-04-I PAYMENT• SECTION 8403:FOOTINGS 8403.1.1 MINIMUM SIZE:THE MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS SECTION R907:ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS MINIMUM SPECIFIED COMPRESSIVE STRENGTH"Ic 5 041-29-1-1 Ghan s par Client Meetin Oa-25-I'i SHALL BE IN ACCORDANCE WITH TABLES 8403.1(1)•8403.1(3).(SEE TABLES) N/A WEATHERING POTENTIAL a 4 Desin Deve l o mentTYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 3 001-11-11 Site Plan/Zoninel Stud SECTIONR404:FOUNDATIONANDKETAININGWALLS N/A WEATHER I Oq-08-i"i Field Measure CODE COMPLIANCE SECTIONR908:REROOFING BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT EXPOSED TO THE 2,500 2,500 2,500" 2 09-11-M ExistingConditions 8404.1 CONCRETE AND MASONRY FOUNDATION WALLS:THE CONCRETE FOUNDATIONS I.ALL CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY&ALL APPLICABLE NYS WALLS ARE DESIGNED AS PER SECTIONS R404.1.3&R404.1.2.(SEE PLANS) BASEMENT SLABS&INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR 2,500 2,500 2,500 No. Date Issue SECTION R909:ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SLABS Sheet Name: BUILDING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES.THESE NlA RESPONSIBILTTIESINCTLUDE BUT ARE NOT LIMITED TO MATERIALS,EQUIPMENT, SECTION R405:FOUNDATION DRAINAGE APPLICATIONS/INSTALLATIONS,THE PROPER SEQUENCE OF TRADES&PHASES OF R405.1 CONCRETE OR MASONRY FOUNDATIONS:DRAINS SHALL BE PROVIDED AROUND BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS&OTHER VERTICAL 2,500 3,000 a 3,000 aCONCRETE WORK EXPOSED TO THE WEATHER CONSTRUCTION,FILING PROCEDURES,&GENERAL ACCEPTABLE BUILDING PRACTICES CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OUTLINED BY THESE CODES.THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY OR USABLE SPACES LOCATED BELOW GRADE.(SEE PLANS) PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER,&GARAGE FLOOR 2,500 3,000 d" 3,500 d c ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE SLABS AFFECTED BY ITS ALTERATION.BE IT KNOWN THAT ALL NOTES&SPECIFICATIONS SECTION R406:FOUNDATION WATERPROOFING AND DAMPPROOFING CHAPTER 34-41: ELECTRICAL FOR SI:1 POUND PER SQUARE INCH=6.895 kPa SHOWN HEREIN,WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES,ARE SECTION R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING:DAMPPROOFING a. AT 28 DAYS Si.p RECOMMENDATIONS OF THIS OFFICE&ARE SUBJECT TO CHANGE AS PER ANY OR WATERPROOFING SHALL BE APPLIED TO EXTERIOR FOUNDATION WALLS.(SEE PLANS). (PROJECT IS DESIGNED IN ACCORDANCE WITH NFPA 70) b. SEE TABLE 83012(1)FOR WEATHERING POTENTIAL. c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN A GOVERNING AGENCIES&REPRESENTATIVES THEREOF,ANY DISCREPANCIES WHICH MAY - ARISE BETWEEN THESE DRAWINGS&SAID REQUIREMENTS SHALL BE BROUGHT TO THE SECTION 8407:COLUMNS ACCORDANCE WITH FOOTNOTE dCONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN S PERCENT OR MORE ARCHITECTS ATTENTION BEFORE THE COMMd. COMMENCEMENT OF THE WORK IN QUESTION. SECTION R407.1 WOOD COLUMN PROTECTION:WOOD COLUMNS SHALL BE PROTECTED THAN 7 PERCENT. AGAINST DECAY.(SEE SECTION 83 11) e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 2.EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE,FIRE,ENERGY CONSERVATION,PLUMBING, SECTION R4072.STEEL COLUMN PROTECTION:ALL SURFACES OF STEEL SHALL BE GIVEN A MECHANICAL,NFPA 70,O.S.H.A,&ALL OF THE LOCAL GOVERNMENTAL AGENCIES SHOP COAT OF RUST-INHIBITIVE PAINT. Drawn by: Sheet No. HAVING JURISDICTION,INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK JWG SECTION R4073. STRUCTURAL REQUIREMENTS:WOOD COLUMNS SHALL BE NOT LESS IN Date: 3.NO NOTE OR DETAIL SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN NOMINAL SIZE THAN 4"x4".STEEL COLUMNS SHALL BE NOT LESS THAN F0,SCHEDULE 40 EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE&LOCAL CODES. PIPE UNLESS NOTED OTHERWISE. Scale: I 1 2 3 4 5 6 8 _ PUFAHL 2111 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES WFCM 2015 EDITION .T. RESIDENCE 780 MINNEHAHA BLVD. F TABLE R703.3(1) SOUTHOLD N.Y. 11971 SIDING MBaESHUMt ATTActnEN-r AND Mnv[MtJM THICKNESS MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SEGMENTED SHEAR WALL SHEATHING REQUIREMENTS FOR WIND , TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS TABLE R702.3.5 2015 IRC EDITION TABLE 3.1-WFCM 2015 EDITION TABLE 3.17A-WFCM 2015 EDITION wood or wood Fiberboard Gypsum Foam plastic Direct Number or MAX.SPACING OF 700-YR/WIND SPEED 3-SECOND GUST NOMINAL JOINT DESCRIPTION #OF NAILS #BOX NAILS NAII.SPACING (MPH) 120 130 140 THICKNESS JOINT structural THICKNESS OF GYP.BD ORIENTATION OF MAX.SPACING OF SIZE OF NAILS FOR SIDING MATERIAL sheathing sheathing sheathing to spacing of FASTENERS(INCHES) MIN.LENGTH OF FALL HEIGHT ruches TREATMENT panel OR GYPSUM PANEL APPLICATION GYP.BD.OR GYP. FRAMING MEMBERS APPLICATION ROOF FRAMING BUILDING SLfEATHING ON EXT.SHEAR WALLS (inches) sheathing into stud into stud into stud into stud studs fasteners PRODUCTS(INCHES) PANEL PRODUCTS (INCHES O.C.) TO WOOD FRAMING SHEARWALLLINE BENEATH DIMENSION PERPENDICULAR To Architect TO FRAMING NAILS SCREWS RAFTER TO TOP PLATE(ME-NAILED) 3.8d 3-10d PER RAFTER LORw(iT) BLDG.DULORw(FT) R703.8 ROOF A CEILING 12 2.2 2.5 2.9 Anchored veneer.nc TO CEILING JOIST TO TOP PLATE(TOE-NAILED)concretemasonry or stone 2 Section R703.8 APPLICATION WITHOUT ADHESIVE �OE-NA ) 3-8d 3-IOd PER JOIST 16 2.9 3.4 3.9 (see Section R703.8) CEILING JOIST TO PARALELL RAFTER(FACE-NAILED) VARIES-16d VARIES40d EACH LAP CEILING EITHER DIRECTION 16 7 12 20 3.6 4.2 4.9 Anchored venry or stenick, Section 13 GAGE,/-318"LONG,19/64"HEAD;0.098" CEILING JOIST LAPS OVER PARTITIONS ACE-NAILED VARIES-16d VARIES-40d EACH LAP concrete or - Section R703.12 CEILING PERPENDICULAR 24 7 12 DL4M.1 114 LONG ANNULAR-RINGED•5d ) " 1 24 43 5.1 5.9 0 R R703.12 COOLER NAIL,0.086"DIAM.1-518"LONG, " (see Section R70312) 112�� COLLAR TIE TO RAFTER TACE-NAILED) VARIES-10d VARIES-12d PER TIE WALL EITHER DIRECTION 24 8 12 28 5.0 5.9 6.9 Panel siding Section 6d common 6d common 6d common 6d common 4d common 6"panel HEAD OR GYPSUM BOARD NAIL,0.086"DIAM.. 1 (see Section 5116 R703.10.1 2"x 0.1U3" 2"x 0.113" 2"x 0.113" 2"x 0.113" 1-112"x 0.099" edges 12"inter.sup. WALL EITHERDIRECTION 16 8 16 1-518"LONG 9/32"BEAD. BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 32 5.8 6.8 7.8 GEORGE H. S UD D E LL 1 Fiber cement R703.10.1) ( ) g p RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 36 6.5 7.6 8.8 ARCHITECT siding Lap siding common CEILING EITHER DIRECTION 16 7 12 13 GAGE 1-518"LONG 19/64"HEAD;0.098" Section 6d common 6d common 6d common 6d common (2"x 0.113") WALL FRAMING 40 71 8.5 9.8 (see Section 5116 R703.10.2 2"x 0.1ll3" 2"x 0.113 2"x 0.113" 2"x 0.113" note f DIAM.1318 LONG ANNULAR RINGED'6d ( ) ( � ( } ( ) or 11 e '" " MEMBER OF R703.102) roofing ail COOLER NAIL,0.092 DIAM.1-1/8 LONG,1/4 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT 50 9.0 10.6 12.3 THE AMERICAN INSTITUTE OF ARCHITECTS CEILING PERPENDICULAR 24 7 12 HEAD OR GYPSUM BOARD NAIL,0.0915-DIANA. 60 10.8 12.7 14.7 202-11 EAST SHORE 0.120"nail 0.120"nail 0.120"nail 0,120"nail 0.120"nail 6"panel 1-718"LONG 19/64"HEAD. TOP PLATE AT INTERSECTIONS ACE-NAILED 4-16d 5-16d JOINTS-EACH SIDE ROAD 10 12.6 14.8 172 H U N T I N G T 0 N. NEW Y 0 R K E Hardboard panel siding 7/16 - (shank)with (shank)with (shank)with (shank)with (shank)with edges 12" TYP.X AT GARBAGE ) (see Section R103.5) 0.225"116d 0225"Head 0.225"Head 0225"Head 0.225"Head inter,su.d " STUD TO STUD ACE-NAILED P CIG.BENEATH PERPENDICULAR 24 6 6 1-118 LONG,6d COATED NAIL,OR EQUAL � ) 2.164 2-16d 24 O.C. Hardboard panel siding 0.099"nail 0.099"nail 0.099"nail 0.099"nail 0.099"nail Same as 518" HABITABLE ROOMS DRYWALL SCREWS.SCREWS SHALL COMPLY 80 14.4 16.9 19.6 1 1 7 4 3 (see Section R703,5) 7/16 note a (shank)with (shank)with (shank)with (shank)with (shank)with stud W/SECTION R7023.5,1 HEADERTOHEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES Info®Suddell.com 0.240"Head 0.240"Head 0.240"Head 0.240"Head 0.240"Head spacing WALL EITHER DIRECTION24 8 12 13 GAGE TOP OR BOTTOM PLATE TO STUD R&NAILED) 2-16d 2-40d PER 2x4 STUD �.SuddeR.com .1-518"LONG,19164"HEAD;0.098" 2-164 21104 PER 2x6 STUD SidiD nail Siding nail Siding nail Siding nail DIAM,1-318"LONG ANGULAR RINGED;6d SEGMENTED PERFORATED SHEAR WALL HOLD-DOWN CAPACITY (631) 421-2595 FAX (631 421-2528 g g g g Not allowed 2.164 2�Od PER 2x8 STUD ) Without 0.019b lap 1112"x nail 2"x 0.120" 2"x 0,120" 1-112"x 0.120" COOLER NAIL,0.092"DIAM,1-718"LONG, " REQUIREMENTS BOT,PLATE TO FLR JOIST BAND JOIST END JOIST 2.164 2-164 PER FOOT insulation Same as HEAD;OR GYPSUM BOARD NAIL,0.0915"DIAN. OR BLOCKING ACE-NAILED 1z Consultants: Horizontal 0.024 i Siding mail Siding nail Siding nail Siding nail Not allowed stud WALL EITHER DIRECTION 16 8 16 1-718"LONG 19164"HEAD. REQ'D.HOLD-DOWN CONNECTION CAPACITY(LBS) aluminum 1112"x 0.,120" 2"x 0.120" 2"x 0.120" 1112"x 0.120" S,�ing FLOOR FRAMING With Siding nail Siding nail Siding nail Siding nail Siding nail JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST WALL HT(FT) WIND SEISMIC insulation 0.0196 lap 1-1/2"x 0,120" 2-W%0,120"0,120" 2-1/2"x 0.120" 1-112"x 0.120" 1-112"x 0.120" BRIDGING TO JOIST OE-NAILED 2-8d 2•10d EACH END 8 3488 1912 16 inches on center or (T ) 0,]20"nal 0.120"nail 0.120"nail 9 3924 2151 0.120"nail specified b manufacturer BLOCKING TO JOIST OE-NAILED 10 436 2390 0.035 Pco y UNDERLAYMENT TYPES (shank)with (shank)with (shank)with (shank)with Not (T ) 2-8d 2-l Od EACH END Insulated vinyl siding (vinyl siding layer lap instructions, TABLE R905.L(1)2015 IRC EDITION 0.313"Head or 0313"Head or 0313"Head or 0313"Head allowedtest report BLOCKING TO SILL OR TOP PLATE OE-NAILED 12 5232 2868 only) 16-gage 16-gage 16-gage Section p ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN MAXIMUM ULTIMATE DESIGN (T ) 3-16d 4-16d EACH BLOCK or other WIND SPEED,V ult<140MPH WIND SPEED,V ult > 140WH 14 6104 3346 crown" crown' crown' R703.112 _ LEDGER STRIP TO BEAM(FACE-NAILED) 3 164 sections of this code � ) 4.164 EACH JOIST 16 6976 3824 6d box rail 6d box nail 6d box nail 6d box nail Not ASPHALT SHINGLES R9052 ASTM D 226 TYPE I ASTM D 226 TYPE 11 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST 18 7848 4302 318 - (2"x 0.099") (2"x 0.099") (2"x 0.099") (2"x 0.099") allowed ASTM D 4869 TYPE I,II,III or IV ASTM D 4869 TYPE N 20 8720 4780 Particleboard panels - 6d box mail 6d box nail 6d box nail 6d box nail 6d box nail 6"panel ASTM D 6757 ASTM D 6757 BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST Seal&Signature 112 2"x 0.099" 2"x 0.099" 2"x 0.099" 2"x 0.099" 2"x 0,099" edges 12"intecsn 1)REQ'D.HOLD-DOWN CAPACITIES ASSUME WALLS ARE SHEATHED IN (2%0.099") ( ) ( ) ( ) ( ) g P• BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT ACCORDANCE W/SECTION 3.4,42.FOR OTHER WALL SHEATHING TYPES THE 518 - 6d box nail 6d box nail 8d box nail 6d box nail 6d box nail TABULATED HOLD-DOWN CAPACITY SHALL BE DIVIDED BY THE APPROPRIATE (2%0.099")0.099") (2"x 0,113") (2-112"x 0.113") (2"x 0.099' (2"x 0.099") ROOF SHEATHING SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.17D As specified UNDERLAYMENT APPLICATIONS STRUCTURAL PANELS 12"O.C. 2)HOLD-DOWN CAPACITIES ARE TABULATED PER STORY.REQD.HOLD-DOWN CARE A/�C, by the manufacturer TABLE R905.1.(1)2015 IRC EDITION 8d 10d 6"O.C.ON EDGE CAPACITIES SHALL BE SUMMED FROM THE STORY ABOVE TO THE STORY BELOW. �5 G Ii COC y/J Section Section Section Section Not instructions 6"O.C.ON GABLE RAKE /r Polypropylene siding' Not applicable lap 703.14.1 703.14.1 703.14.1 703.14.1 ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN �� allowed test report WIND SPEED V ult > 140NTH DIAGONAL BOARD SHEATHING or other sections of - lx6 OR lx8 2-8d 2-10d PER SUPPORT * w w m this code FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 SAME AS MAX ULTIMATE DESIGN WIND SPEED, Ix10 OR WIDER 3-8d 3-10d PER SUPPORT UNITS HORIZONTAL(2:12),UP TO FOUR UNITS Vult< 140 mph EXCEPT ALL LAPS SHALL BE CEILING SHEATHING END WALL VERTICAL IN 12 UNITS HORIZONTAL(4:12), NOT LESS THAN 4 INCHES. HOLD DOWN �y 023 3 A a Q' UNDERLAYMENT SHALL BE TWO LAYERS APPLIED GYPSUM WALLBOARD 5d 5d 1"EDGE l 10"HELD CORNER STUD CONNECTED �F y� TABLE R703.3(1)-continued IN THE FOLLOWING MANNER:APPLY A 19 INCH COOLERS COOLERS e ° ° TO TRANSFER SHEAR O F N E� SUING MINIMUM ATTACIA7ENT AND MINIMUM TIUCKNESS STRIP OF UNDERLAYMENT FELT PARALLEL TO AND WALL SHEATHING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS STARTING AT THE EAVES.STARTING AT THE EAVE a ° - 2-164 COMMON ' STRUCTURAL PANELS gd lOd 6' , .EDGE �: ° ° NAILS @ 16"O.C. NOMINAL wood or wood Fiberboard Gypsum Foam plastic Direct Number or APPLY 36 INCH WIDE SHEETS OF UNDERLAYMENT, FIBERBOARD PANELS IIGAGALV.ROOFING NAIL 12"O.C. THICKNESS JOINT structural OVERLAPPING SUCCESSIVE SHEETS 19 INCHES.SIDING MATERIAL sheathing sheathing sheathing to spacing of 112 (0.12o^x1.1n^LONG x�+THEAD) ° (inches) TREATMENT panel DISTORTIONS IN THE UNDERLAYMENT SHALL NOT - 3 EDGE 16 FIELD T sheathing into stud mto stud into stud into stud studs fasteners INTERFERE W/THE ABILITY OF THE SHINGLES TO 25132" I IGA GALV.ROOFING NAIL - 3"EDGE/6"FIELD GENERAL NOTES (0.120"x1.314^LANG it HEAD) Siding nail Siding nail Siding nail Siding nail ASPHALT SHINGLES R9052 SEAL. GYPSUM WALLBOARD Sd Sd 1"EDGE 110"FIELD steel' 29 ga lap (1-3/4 x 0.113� (2-314 x 0.113) (24/2%0.113' (1-314 x 0,113) Not Same as COOLERS COOLERS � g staple-1-314" staple-2-112" staple-2-114" staple-1-314" allowed studs in FOR ROOF SLOPES OF FOUR UMTS VERTICAL IN THE HARDBOARD 12 UNITS HORIZONTAL(4:12)OR GREATER, 8d 8d 12"O.C. 0.120"nail 0.120"nail 0.120"nail 0.120"nail UNDERLAYMENT SHALL BE ONE LATER APPLIED IN PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) NOTE: (shank) (shank) (shank) (shank) 16 inches on center or THE FOLLOWING MANNER:UNDERLAYMENT ALL DRAWINGS AND WRITTEN shank with shank with shank with shank with DIAGONAL BOARD SHEATHING Vinyl siding 0313"Head 0.313"Head 0.313"Head 0.313"Head Not SHALL BE APPLIED SHINGLE GASHION,PARALLEL 1x6 OR 1x8 2-8d 2-10d PER SUPPORT 0.035 lap as specified by manufacturer TO AND STARTING FROM THE EAVE AND LAPPED 2 MATERIAL APPEARING HERE (see Section R703.1]) or 16-gage staple or 16-gage stn le or 16-gage staple Section allowed 1x10 OR WIDER 3-8d 3-lOd PER SUPPORT Bab pP Sag p instructions, INCHES,DISTORTIONS MTHE UNDERLAYMENT IN CONSTITUTE ORIGINAL with 318-to 112-inch with 318-to 112•inch with 318-to 112-inch R103.112 test reportcrown a crown' crown' SHALL NOT INTERFERE WITH THE ABILITY OF THE FLOOR SHEATHING AND UNPUBLISHED WORK OF SHINGLES TO SEAL.END LAPS SHALL BE 4INCHES STRUCTURAL PANELS THE ARCHITECT AND MUST AND SHALL BE OFFSET BY 6 FEET. NOT BE DUPLICATED, USED OR "OR LESS 8d lOd 6"EDGE 112"FIELD Woodnlstic,drop }mm lap 1 Face nailing GREATER THAN I" 10d 16d 6"EDGE 112"FIELD DISCLOSED WITHOUT DIAGONAL BOARD SHEATHING WRITTEN CONSENT OF THE �' Shlplap 2 8d box or up to 6"widths,l nail 2-8d 2.111 PER SUPPORT ARCHITECT. Wood sidingaverage bearing1x6 OR 1x8 la 6d box or 6d box or 6d box or 6d box or sidingnail per UNDERLAYMENT ATTACHMENT (see Section R703.5) p siding nail siding nail siding nail siding nail 8"widths and 1x10 OR WIDER 3-8d 3-10d PER SUPPORT Bevel 7/16 (2-112"x 0.113") TABLE R905.1.1.(3)2015 IRC EDITION (2"x 0.099") (2"x 0.099 (2"x 0.099") (2"x 0.099") Staple-2" P�bea�g ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN MAXIMUM ULTIMATE DESIGN WILD SPEED,V ult<140MPH WIND SPEED,V ult > 140MPH butt tip 3/16 lap SILL PLATE TO FOUNDATION CONNECTIONS RESISTING SHEAR LOADS FROM WAND BOTTOM PLATE TO FOUNDATION CONNECTIONS(ANCHOR BOLTS) SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS THE UNDERLAYMENT SHALL BE ATTACHED WITH TABLE 32A-WFCM 2015 EDITION RESISTING LATERAL AND SHEAR LOADS FROM WIND (ANCHOR BOLTS)RESISTING UPLIFT LOADS FROM WIND CORROSION-RESISTANT FASTENERS IN A GRID (PRESCRIPTIVE ALTERNATIVE TO TABLE 31) (PRESCRIPTIVE ALTERNATIVE TO TABLE 31) Wood structural panel PATTERN OF 12 INCHES BETWEEN SIDE LAPS WITH 700-YR/WIND SPEED 3-SECOND GUST(MPH) 120 1 130 1 140 TABLE 3.213 WFCM 2015 EDITION TABLE 32C WFCM 2015 EDITION A 6 INCH SPACING AT THE SIDE LAPS. ANSUAPA PRP-210 2"x 0.099" 2-1/2"x 0.113" 2-1/2"x 0.113" 2-112"x 0.113" 2"x 0.099" C panel ANCHOR BOLT FOUNDATION BLDG.DIMENSION FOR EXPOSURES B&C 3/8112 Note a sidin nail sidin nail sidin nail sidin nail sidin nail es 12"inter.su UNDERLAYMENT SHALL BE ATTACHED SIZE SUPPORTING PERPENDICULAR PLATE FT 700-YR/WIND SPEED 3-SECOND GUST(MPH) 120 130 140 siding(exterior grade) g g 8 g g p' USING METAL OR PLASTIC CAP NAILS OR CAP ( ) ANCHOR BOLT DIAM.(IN,) MAX ANCHOR BOLT (see Section R703,S) STAPLES W/A NOMINAL CAP DIAMETER OF NOT 12 2 2 2 SPACING(IN.)1��4 SILL OR BOTTOM PLATE TO FOUNDATION PLATE FOUNDATIO MAX.ANCHOR BOLT LESS THAN 1 INCH.METAL CAPS SHALL HAVE A 112" 31„ ANCHOR BOLT CONNECTION RESISTING SiZE SUPPORTINSPACING(INC,) THICKNESS OF NOT LESS THAN 32 GAGE SHEET 16 2 2 3 Wood structural panel Note a METAL.POWER DRIVEN METAL CAPS SHALL HAVE 20 3 3 3 518" 48" 8'END ZONES ANSUAPA PRP-210 3/8-112 2"x 0.099" 2-112"x 0113" 2-112" 2"x x 0.113" 2-112"x 0.113" 8"along A MIN.THICKNESS OF 0.010 INCH.MIN.THICKNESS 43 35 siding(exterior grade) Note g siding nail siding nail siding nail siding nail 0.099" bottom edge ASPHALT SHINGLES R9052 FASTENED SUFFICIENTLY TO HOLD IN PLACE OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 24 3 3 4 1.PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS LN TABLE 31 1-3 STORIES 57 siding nail 2.WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR(AADS,THE MAXIMUM 2X4 INTERIOR ZONES (seeSectionR103.S) LESSINAN0.08CH.THE INCHFORRIAP NAIL N SHANK SHALL ANA ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF TEE TABULATED VALUES FOR UPLFT UPLIFT LOADS 1-3 STORIES 66 50 41 LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS 28 3 4 4 LOADS(TABLE 31 C)OR LATERAL AND SHEAR LOADS(TABLE 31B),FOR OTHER ANCHOR BOLT AND 0.091 INCH FOR RING SHANK CAP NAILS. n Lnd1TATONS SEE SECTION 31.1.7 AND 3113 8 END ZONES 518 ROOF&I FLOOR 32 4 4 5 3.TABULATED ANCHOR BOLT SPACING FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN B FOR SI:lINCH=25,4 MM. STAPLES SHALL BE NOT LESS THAN 21 GAGE.CAP ACCORDANCE WITH SECTION 3.4,41.FOR OTHER WALL SHEATHING TYPES THE TABULATED 1-3 STORIES 68 r-711 42 A ALUMINUM NAILS SHALL BE USED TO ATTACH ALUMINU8M SIDING. NAIL SHANK AND CAP STAPLE LEGS SHALL HAVE A 36 4 5 6 ANCHOR BOLT SPACING SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE B,ALUMINUM(0.019 INCH)SHALL BE UNBACKED ONLY WHERE THE MAXMUM PANEL WIDTH IS 10 INCHES AND THE MAXIMUM FLAT AREA IS 8 INCHES.THE TOLERANCE FOR LENGTH SUFFICIENT TO PENETRATE THROUGH THE FFEEET ON�ERFACTOR W TABLE 3.17D,BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED 6 2X6 INTERIOR ZONES ALUMINUMSIDIMD SHALL BE+0.002 INCH OF THE NOMINAL DIMENSION, ROOF SHEATHING OF NOT LESS THAN INCH INTO 40 5 5 6 4,LATERAL CONNECTIONS SHALL BE DESIGNED TORESIST THE LOADS INTABLE 3.S 1 3STORIES 72 60 49 C,SHALL BE OF APPROVED TYPE. THE ROOF SHEATHING. SO 6 7 8 1 10-09-17 Gonstructlon DroHIn s D.WHERE USED TO RESIST SHEAR FORCES,THE SPACING MUST BE 4INCHE5 AT PANEL EDGE AND 8 INCHES ON INTERIOR SUPPORTS, I6 10-04-1 1 Cohanas per G I lent Comments E.VERTICAL END JOINTS SHALL OCCUR AT STUDS AND SHALL BE COVERED WITH A JOINT COVER OR SHALL BE CAULKED. 60 7 8 9 5 0Q-2q-1'7 Ghan s 12er GI lent Meeting R FACE NAILING:ONE 6D COMMONNAIL THROUGH THE OVERLAPPING PLANKS AT EACH STUD.CONCEALED:ONE 11-GAGE 1.112-INCH-LONG GALV.ROOFING NAI,THROUGH THE 70 8 9 10 4 09-25-1-1 Des in Development TOP EDGE OF EACH PLANK AT EACH STUD IN ACCORDANCE WTH THE MAINUFACTURETS INSTALLATION INSTRUCTIONS. 5 0ji-1141 51te Plan/Zonin Stud G.VERTICAL JOINTS,IF STAGGERED,SHALL BE PERMITTED TO BE AWAY FROM STUDS IF APPLIED OVER WOOD STRUCTURAL PANEL SHEATHING. 80 9 10 12 2 OQ-I 1-11 Existin Conditions H.MINIMUM FASTENER LENGTH MUST BE SUFFICIENT TO PENETRATE SHEATHING OTHER NAILABLE SUBSTRATE AND FRAMING A TOTAL OF A TOTAL OF MINIMUM OF 1-114 INCHES OR ON ACCORDANCE FOOTNOTES FOR TABLE 3.2A I Oa-08-1"i Field Measvre WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 No. Date Issue I.WHERE SPECIFIED BY THE MANUFACTURER'S INSTRUCTIONS AND SUPPORTED BY A TEST REPORT,FASTENERS ARE PERMITTED TO PENETRATE INTO OR FULLY THROUGH 2.ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL Sheet Name: NAII,ABLE SHEATHING, PLATE.FOR ANCHOR BOLT LIMITATIONS SEE SECTION 321.7 OR OTHER NAILABLE SUBSTRATE OF MINIMUM THICKNESS SPECIFIED BY'THE INSTRUCTION OR TEST REPORT,WITHOUT PENETRATING INTO FRAMING. 3.SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE J.INSULATED VINYL.SIDING SHALL COMPLY WITH ASTM D 7793. 4.TABULATED SHEAR CAPACITY IS TABULATED BASED UPON A 10 FT WALL HEIGHT&10 FT K.POLYPROPYLENE SIDING SHALL COMPLY WITH ASTM D 7254. TOP PLATE TO RIDGE HEIGHT.FOR OTHER CONDITIONS,MULTIPLY VALUE BY THE L.CLADDING ATTACHMENT OVER FOAM SHEATHING SHALL COMPLY WITH THE ADDITIONAL REQUIREMENTS AND LIMITATIONS OF SECTION R703.16 AND R703,17, FOLLOWING ADJUSTMENT OEM A Drawn by: Sheet No. JWG Date: Scale: 4 5 6 7 8 2 3mg: gi 12"MIr1.ON 4"O.C.NAI.SPACING SIMPSON STRAP _._____.— STUD PUFAHL WFCM RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL&SHEAR CONNECTION REQUIREMENTS. PERIMETER ZONE 4'PERIMETER ZONE 'IO (TABLE 3.4A 2015 WFCM EDITION) L PANEL FIELD NAILING PANEL EDGEAIL G RESIDENCE T 9(mph) 700-YR/WIND SPEED 120 130 140 23 ENGT 140 3•SECONDGUST(MPH) � �. OPTIONAL ° ° 780 MINNEHAHA BLVD. NAILS IN SOUTHOLD, N.Y. 11971 ix3,a R AFTER/CLG.JOIST WALL HT. NUMBER OF 8d COMMON NAILS OR l Od(TOENAI.ED) 3 .Y; •. ' STRAP NG(IN.) (FT.) REQ'D.IN EA.RAFTER AND/OR CLG.JOIST TO TOP PLATE CONNECTION' ,. • ,• LESSER OF REQD.BLOCKING 2 g 2 2 3 •• ,„: , ,M �,;_yi,; :. .,. ;.ti 12 - MIN.2X4OUTLOOKER 2 10 2 2 3 Simpson Strong—Tie `'�� AC4 SlMpson Strong— Architect 2 2 2 3 FJA 2 16 8 2 3 ALL NEW WORK SHALL ALIGN SIMPSON STRONG-TIE SIMPSON STRONG-'IlIE SIMPSON D 1USSTTABLEE&STANDOFFPOST GABLE ENDWALL 2 10 SIMPSON STRONG-TIE(HZA) POST CAP FOUNDATION ANCIHOR(FJA) BASE 3 2 2 3 (DORMER) (AC) INSTALLED @ 16'0).C.(ON INTERIOR) ABA44 AT EA. POST ANCHORED TO 2 24 8 INSTALLED @ALL POSTS IN COMBINATION VWI �� 2 lO 2 2 3 D I D2 STRAP TIES(CS16) 2 1)PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 — _ INSTALLED @ 16"0).C.(ON EXTERIOR) D4 3 2)WHEN CLG.JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOENAILS IN THE RAFTER& STRAP TO BE wRAIPPED UP ON LOWER END RAKE OVERHANG OUTLOOKER DETAIL 3 CLG.JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQ'D. D3 3 3)TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAl?6ltro0p CLAD _ N.T.S• GEORGE H. S U D D E L 3 JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TOA ARCHITECT 2 4)WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS: MEMBER OF 2 WALL HT. 8' 10' THE AMERICAN INSTITUTE OF ARCHITECTS 3 3 TOP PLATE TO ADJUSTMENT FACTOR ALLOW FOR AIRWAY 3 RIDGE HT(FT) ABOVE INSULATION SPTUfl UNALIGNED H U N T I N G T O N, q IO' 1.00 1.00 BLANKET 3 N E �P Y O R K 4 1p 1.I5 1.25 RAFTER ROOF SHEATHING CS20 STRAP H2 @ 16"O.C. 1 1 7 4 Info®Suddell.com 2 20' 1.40 1.50 ROOF RAFTER TAIL www.Suddell.com 3 DOUBLE TOP PLATE MOLDING N 3 4 ENTRE REQUIREMENTS FOR WIND LOADS WOOD BEAM(SEE PLAN FOR SIZE) LOOKOUT LEDGER (631) 421-2595 FAX (631 421-2528 ROOF SHEATHING ATTACHMENT �c TABLE 3.10 2015 EDITION ° 4 N °° FINISH FASCIA Consultants: 5 FASTEST-MILE WIND SPEED(MPH) ° CEILING ASSEMBLY 120 130 WALL S 140 ° FRAMED OPENING FOR T PRESENT SE IF STRUCTURAL SHEATHING HEATHIN FASCIA BACKER NEW WINDOW OR TABULATED E F E F E F FRIEZE BOARD `x EXTERIOR DOOR LOOKOUT (NO SPECIAL UPLIFT [9STRAP SHEATHING LOCATION RAFTER/TRUSS SPACING MAX.NAIL SPACING FOR 8d COMMON SIDING SOFFIT PANEL CONNECTORS REQUIRED IN (INCHES,O.C.) NAILS(INCHES,O.C.) WALL STUDS THIS AREA) TWICE THE JACK 3 LENGTH AND THE 4'PERIMETER EDGE ZONE 12 6 12 6 12 6 12 CONTINUOUS SLOT 16 6 12 6 6 1 6 6 SIMPSON STRONG(HZA) SOFFIT VENT 19.2 6 6 6 6 6 6 METAL SCREENING NAILED 24 6 6 6 6 6 6 OVER SLOT VENT N III III III III III I1 Seal&Signature 12 6 12 6 12 6 12 CONTINUOUS SLOT SOFFIT VENTS INTERIOR ZONE IREMENTS FOR WIND LOADS 16 6 1 12 1 6 6 12 19.2 6 12 1 b 1 12 6 12 1 RAFTER TIE TO PORCH BEAM SOI FIT VENT FASTEST•MILE WIND SPEED(MPH) 24 6 12 6 12 6 6 N.T.S. N•T•S• CS20 STRAP(STRAP TO BE WRAPPED UP ON LOWER RE p AR 120 130 140 GABLE ENDWALL RAKE&RAKE TRUSS 6 :6:=6 6 6 BOARD SHEATHINGC CORNER HOEDOWN REQUIRED AT HEADERS sn STRUCTURAL SHEATHING COMMON RAFTER E F E F E F SHEATHING SIZE RAFTER I TRUSS SPACING MIN.NUMBER OF 8d COMMON NAILS SPANNING OVER 6-0" G� INCHES,O.C.)__ PER SUPPORT iz MAX.NAIL SPACING FOR 8d COMMON Ix6 OR 1x8 SHEATHING 12-19.2 2 2 2 DOUBLE RAFTER TYPICAL HEADER DETAIL NAILS(INCHES,O,C.) 3 3 * w m 1x100 R LARGER SHEATHING 12-19.2 3 6 12 1 6 1.12 6 12 RIDGE 6 12 12 6 12 SIL,BEAM SEE �,9r� D23318 ypQ' 6 12 b 12 6 12 314"th PLYWD.SUB-FLOORING FLOOR PLANS 0 F N E 6 12 6 12 6 12 FULL HEIGHT STUD REQUIREMENTS FORHEADERS OR WINDOW 5/8"0 MU-BOLTS 6 12 6 1 12 SILL PLATES IN EXTERIOR WALLS RESISTING WIND LOADS 6 12 6 12 6 12 (TABLE 3.23C 2015 EDITION) LOOKOUT RAFTER BOARD SHEATHING MIN.#OF 8d COMMON NAILS OR WALL STUD SPACING(IN.) STUD GENERAL NOTES IOD BOX NAILS PER SUPPORT 12 16 24 ° ° ° ° ° ° 3 3 3 HEAD SPAN(FT.) NUMBER OF FULL HT.STUD REQ'D. AT EACHEND OF THE HEADER SIMPSON HANGER NOT FOR JOISTS AS PLATE FLOOR JOIST FLOOR JOIST ALL DRAWINGS AND WRITTEN T'OSURES B&C 2 1 1 1 REQUIRED (SEE FLOOR PLANS) (SEE FLOORPLOS) MATERIAL APPEARING HERE 4 2 2 1 TAIL RAFTER SIMPSON JOIST HANGER WD.BLOCKING SIMPSON JOIST HANGER IN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF 1,2,3 6 3 3 2 O.H.AS PER OWNER THE ARCHITECT AND MUST ?II OF 16d COMMON NAILS 8 4 3 2 EACH SIDE OF SPLICE $ 4 3 FLOOR JOIST - SIL. BEAM CONNECTION DETAIL NOT BE DUPLICATED, USED OR 10 RAKE OVERHANG FRAMING DETAIL DISCLOSED WITHOUT 6 WRITTEN CONSENT OF THE 5 12 6 5 3 N.T.S. 8 ARCHITECT. 14 7 6 4 10 16 8 6 4 11 18 9 7 5 13 20 10 8 5 14 16 1)THE NUMBER OF FULL HT.STUDS REQ'D.AT EACH END OF THE 20 HEADER SHALL BE PERMITTED TO BE REDUCED IN ACCORDANCE W/THE REQUIREMENTS OF SECTION 3.4.1.4.2 AND TABLE 3.23D 24 28 FRAME CLIP THROUGH THE FL 32 ( FIG.R609.7.2(7) ) ( FIG.R609.7.2(8) ) NNECTION SHALL NOT HAVE SCALE:NTS SCALE:NTS ,R 611 TAPERED BUCKS ARE TED IN EXPOSURE B OR C NOT ALLOWED GRADE MATERIAL 7 10-04-I"I Construction Drawin s 6 10-04-I1 Changs per Client Comments 5 Oct-241-11 Choncis 12or Client Meeting 4 Oa-25-11 Des in Develo ment FRAME CLIP INSTALLATION SHIM OR WOOD BUCK THICKNESS 5 Oa—II-19 Site Plan/Zonis Stud SHAM ORWOOD BUCK THICKNESS FRAME CLIP INSTALLATIONimiIiiii 2 Opt-II-I'7 ExistingConditions I Oa-08-1'7 Field Measure No.1 Date Issue Sheet Name: THROUGH THE FRAME FRAME CLIP THROUGH THE FLANGE THROUGH THE FRAM THROUGH THE FRAME FRAME CLIP ( FIG.R609.7.2(3) ) ( FIG.R609.7.2(4) ) ( FIG.R609.7.2(5) ) ( FIG.R609.7.2(6) ) ( FIG.R609.7.2(ID ( FIG.R609.7.2(2) ) SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS Drawn by: Sheet No. SCALE:NTS SCALE:NTS JWG Date: Scale: