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HomeMy WebLinkAbout42214-Z pffa4 =4�0 COG�� Town of Southold 10/20/2020 P.O.Box 1179 o - c 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41549 Date: 10/20/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 530 Sound Beach Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 99.4-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/5/2009 pursuant to which Building Permit No. 42214 dated 12/6/2017 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: one family dwelling with covered porches, second floor balcony and outdoor shower stall(no roof)as applied for per ZBA#6372, dated 6/10/2010. The certificate is issued to P A D Family LLC \1 of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0035 10/5/2020 ELECTRICAL CERTIFICATE NO. 42214 9/24/2019 PLUMBERS CERTIFICATION DATED 9/25/2019 TP mily LC Signature o�gU�FO(,�-COG 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#: 42214 Date: 12/6/2017 Permission is hereby granted to: P A D Family LLC PO BOX 1655 New York, NY 10156 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 2 Baths, Powder Room, Utility Room, Pantry, Foyer, Laundry, 3 Decks, as applied for: Replaced BP#40741 At premises located at: 530 Sound Beach Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 99.-1-12.1 Pursuant to application dated 12/4/2017 -and approved by the Building Inspector. To expire on 6/7/2019. Fees: PERMIT RENEWAL $1,237.60 Total: $1,237.60 i ding Inspector o�guFFa�,r�oTOW � OLD BUI ENT y Annex T L CE Telephone(631)765-1802 �y in Road U LD, Fax(631)765-9502 Cplp®a ox 1179 G Q So r ,NY 11971-0959 B C® IT UNN, (THIS PERMIT MUST T ON THE PREMISES WITH ONE SET OF1ARPftQVE1kPA> dt&,AND SPECIFICATIONS UNTIL FULL CONIPEK11096PV0fLH 'MK AUTHORIZED) Permit#: 40741 Date: 6/11/2016 Permission is hereby granted to: P A D Family LLC PO BOX 1655 New York, NY 10156 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 2 Baths, Powder Room, Utility Room, Pantry, Foyer, Laundry, 3 Decks, as applied for: Replaced BP# 39195 At premises located at: 530 Sound Beach Dr., Mattituck SCTM #473889 Sec/Block/Lot# 99.-1-12.1 Pursuant to application dated 6/1/2016 and approved by the Building Inspector. To expire on 12/1/2017. Fees: PERMIT RENEWAL $1,237.60 Total: $1,237.60 wilding Inspe o�S�FOF (eco TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39195 Date: 9/18/2014 Permission is hereby granted to: P A D Family LLC PO BOX 1655 New York, NY 10156 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 2 Baths, Powder Room, Utility Room, Pantry, Foyer, Laundry, 3 Decks, as applied for: Replaced BP# 37785 At premises located at: 530 Sound Beach Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-1-12.1 Pursuant to application dated 9/18/2014 and approved by the Building Inspector. To expire on 3/19/2016. Fees: PERMIT RENEWAL $1,237.60 Total: $1,237.60 cam` I` uilding Inspector o�soFFo���oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37785 Date: 2/4/2013 Permission is hereby granted to: MESKOURIS BROS., INC. C/O PAD FAMILY LLC P.O. BOX 1655 NEW YORK, NY 10156 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 2 Baths, Powder Room, Utility Room, Pantry, Foyer, Laundry, 3 Decks, as applied for.REPLACES EXPIRED 36649 At premises located at: 530 SOUND BEACH DR., MATTITUCK SCTM # 473889 Sec/Block/Lot# 99.-1-12.1 Pursuant to application dated 8/10/2011 and approved by the Building Inspector. To expire on 8/4/2014. Fees: PERMIT RENEWAL $150.00 PERMIT RENEWAL $1,237.60 Total: $1,387.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36649 Date: 8/22/2011 Permission is hereby granted to: P A D Family LLC PO BOX 1655 New York, NY 10156 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 2 Baths, Powder Room, Utility Room, Pantry, Foyer, Laundry, 3 Decks, as applied for. At premises located at: 530 Sound Beach Drive, Mattituck, NY SCTM # 473889 Sec/Block/Lot#99.-1-12.1 Pursuant to application dated 8/10/2011 and approved by the Building Inspector. To expire on 2/20/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,387.60 Total: $1,437.60 Bui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supplyand sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom 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 epmpleted 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.- ;6 — j3 - < New Construction: V Old or Pre-existing Building: (check one) Location of Property: Jr 3 ?� 5O U &/_�s )E CCAC"q b ew U#-Tr f T UC f� House No. Street Hamlet Owner or Owners of Property: _ L� � 1�1 L Y L-L e Suffolk County Tax Map No 1000, Section J 9 Block / Lot /ala Subdivision Filed Map. Lot: Permit No. i -__3-1 g 5 , ; Date of Permit. 8- 22- // Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: l/ (check one) Fee Submitted: pA_&3 42-��o4-73 Applicant Signature pE SO(/r�,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G Q roger.tee► � �® ®lyc®UNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Chris Meskons (Pad Family) Address: 530 Sound Beach Dr City: Mattituck St- New York Zip: 11952 Building Permit#: 42214 Section: 99 Block 1 Lot: 121 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 49 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 6 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 71 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment. 6-combination smoke / CO detectors, 2-paddle fans, 3-bath fans, range hood, 30a oven,4-yard lights,9-ARC fault circuit breakers Notes Inspector Signature: Date: September 24 2019 81-Cert Electrical Compliance Form As ,. ri0pUTy�',.- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERT-IFICATION E Date;- Building Permit No. Owner• t v &("t C� -- (Please print j 1 w_ --Plumber:. -e' lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. , (Pliumbers Signature) Sworn to before me this 2 S day of 20_La,_ C L®ri T McBride N'OTARYPUBLIC,STATE OFNEIPYORK i Registration No.OIMC6369447 Qualified in Suffolk County Commission Expires December 11.2021 Notary Public, 5�.��.(rollc- County � i OF soUT�o h� �O # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765.1802 INSPECTION [ f/FOUNDATION 1STA1 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- , [ ] CAULKING REMARKS: n ur-& j/i �J DATE "f S INSPECTOR FW V �o��OF SOUIho� # TOWN OF SOUTHOLD BUILDING--DEPT. °ycourm,��' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [, ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOTION [ ] CAU ING REMARKS: LAN �fl�v w � DATE i6 INSPECTOR ��• Igso -TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR V�l_ OF 50UTyO # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm,N�' 765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: 9144116, LrtW Irk DATE 3® INSPECTOR1Y A PA _ SOUIh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ]�RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY =FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 6,r CAAVty, oLz/ —TT I q ( �L/AA .e v rrno I+- G4A- 6t&W*N- -VA-fvA. �kadf-_', 1�:r . w IW►�.f DATE INSPECTOR pF SOGIyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouK►v,N�'' 765-1802 INSPECTION- - , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 47; [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 2 jq INSPECTOR �� OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [Vf FINAL IIId [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: "tAl w DATE /04-1 INSPECTOR DInes Al v z 1 t r2— F E B 2 6 2019 EAM111 TOWN OF 30 010 — ELI ELI CONSTRUCTION SPRAY POLYURETHANE FOAM ALLIANCE PCP CERTIFIED INSTALLER S00372 PROJECT NAME: Christin Rivera ADDRESS :-460 Sound Beach Dr, Mattituck, NY 11952 DESCRIPTION OF INSULATION WORK PERFORMED Supply and install 10" R39 open cell low density spray foam insulation to roof rafters throughout. Supply and install 3" R21 closed cell high density spray foam insulation to exterior walls on first and second floor. Supply and install 3" R21 closed cell high density spray foam insulation to basement ceiling including rim board. Supply and Install ROXUL insulation as sound damping to interior walls on first and second floor. --LFLI CQNSTRLICTI,ON --- --- --- --- -- - - -------- ----._` -F-. ._----- -• ------ ---- WEB: w�.t--li<cK>nstrL;cfivn.c4om EMAIL: iet$o@lac®s�s�rvc�ic:ae�_c�es' ,.%` PHC>NE: 631.869-5T-71 --------------- ------------------------------- ,9 . 4 � i Home Energy Rating Certificate Property HERS PAD Family LLC Rating Type: Confirmed -Certified Energy Rater: AJ Afkham 530 Sound Beach Dr Rating Date: 2019-09-02 Rating Number: 3265 Mattituck, NY 11952 Registry ID: 783166305 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Heating 47.0 $1563 43% General information Coot ng 1.9 $117 3% Conditioned Area 2338 sq. ft. House Type Single-family detached Hot Water 14.0 $465 13% Conditioned Volume 27434 cubic ft. Foundation Open crawl space/raised floor Lights/Appliances 23.2 $1331 36% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $180 5% Mechanical Systems Features Total 86.0 $3656 100% Heating: Fuel-fired hydronic distribution, Propane, 92.8% EFF. Cooling: Air conditioner, Electric, 16.0 SEER. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 55.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 70 cfm, 24.5 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance ECCC New York State 2016 Building Shell Features Ceiling Flat NA Slab None Sealed Attic , R-38.0 Exposed Floor R-35.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.260 Above Grade Watts R-21.0 Infiltration Rate Htg: 885 Clg: 885 CFV0 Foundation Walls NA . Method Blower door . WIT M/hw Lights and Appliance Features Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane pecialist Inc. Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 51 Avery Rd,Woodbury, NY, 11797 - Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2.62 516-967-6959 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 - REM/Rate -Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET HERS Index Certificate HERS®Index 530 Sound Beach Dr Q More Energy Mattituck, NY 11952 Rater: AJ Afkham 150 Registry ID: 783166305 --- 140 Annual Estimates* : Existing 130 Elec(kWh): 6393 Prop(Gallons): 703 Homes i G 120 CO2 emissions(Tons): 6 110 Energy Savings ($)**: 3696 Standard 100 "Based on standard operating conditions e New Home 90 **Based on U.S. DOE designation of a HERS 80 Index of 130 as the'Typical Existing Home' 70 60 rnrs xome ®- -- 50 55 RESAIEr ao ialist 30 i 20 10 This home has been inspected Zero HomeUj 0 and performance tested in � ® Less Energy accordance with Chapter 3 of www.resnet.us the RESNET standards. REM/Rate - Residential Energy Analysis and Rating Software,v15.8 New York Comptiance t,.ertiffiecate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 2: 21(16/5.5)1(.5)LD*** 1431 21.0 0.0 84 AG Wall 3: 21(16/5.5)1(.5)LD*** 136 21.0 0.0 8 Joist 1: Cond->ambient 102 28.0 0.0 0 Window 1: 29 26** 578 0.290 168 Door 1: 4.76** 18 0.210 0 Door 2: 4** 21 0.250 0 Floors Over Ambient Floor 1: 35(16/9.5)1(5) H*** 1152 35.0 0.0 43 Floor 2: 35(16/9.5)1(5)H*** 125 35.0 0.0 5 Duct Insulation R-Value Outdoors,Supply: 210 8.0 Outdoors, Return: - 39 8.0 Infiltration i Htg: 1.94 Clg: 1.94 ACH50 Mechanical Equipment Heating: Fuel-fired hydronic distribution, 230.0 kBtuh,92.8%EFF. Cooling:Air conditioner,48.5 kBtuh, 16.0 SEER. Cooling:Air conditioner,,48:5 kBtuh, 16.0 SEER. Water Heating: Instant water heater, Prop, 0.93 EF. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorizedploye� I �' �. G certify that the home listed above shall be built to meet or exceed all requirements of:the 2015 CC as amende by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signatureat� Rater I, AJ Afkham of GreenWorks Energy Specialist, certify that the home listed above,as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which-the home is built. I further attest that 1 am a certified Home Energy Rater and affiliated with Building Efficiency Resources a HERS Provider accredited by RESNET and adhering to the requirement_s of the Residential Energy Services Network RESNET Standards. AJ Afkham- Certified HERS-Rater 9/9/2019 Name-Title n iDate REWRate e Residential Eng,Software A 5.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 2 of 2 REM/Rate - Residential Energy Analysis and Rating Software vi 5.8 ` o ��sen' ©8-4-a New Y®rk Commpflim B Lelyd 'cafe Project Title: Meskouris Report Date 2019-09-02 = Data Filename 0082-0187-Cl_Chris_Rivera_530 Sound_Beach_Dr CODE_QAD.btg Energy Code 2015 IECC as amended by the 2016 Supplement to the New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 20% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 530 Sound Beach Dr PAD Family LLC Chris Rivera GreenWorks Energy Specialist Mattituck, NY 11952 530 Sound Beach Dr 250 Sound Beach Dr AJ Afkham Mattituck, NY 11952 Mattituck NY11952 Certification#2946623 516-384-9225 516-967-6959 Building Information Conditioned Area (sq ft) 2338 Conditioned Volume (cubic ft) 27434 Insulated Shell Area(sq ft) 5832 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code regLnrements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Fail Duct R-Value Pass Maximum Energy Cost($/yr) 4461 Maximum UA 458 Your Home Energy Cost($/yr) 4325 Your Home UA 407 Worse Than Code (Perf): 0.4% Better Than Code (UA) 11.1% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: S38(16/9.5)(1)FB0*** 1186 38.0 0.0 37 Roof 2: S38(16/9.5)(1)FB0*** 68 38.0 0.0 2 Roof 3: S38(16/9.5)(1)FB0*** 25 38.0 0.0 1 Above-Grade Walls AG Wall 1: 21(16/5.5)1(.5)LD**' 1287 21.0 0.0 75 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Certificate of Completion Property Organization HERS PAD Family LLC GreenWorks Energy Specialist Confirmed 530 Sound Beach Dr 516-967-6959 2019-09-02 Mattituck, NY 11952 AJ Afkham Rating No:3265 Y " RaterID:2946623e - Weather:Riverhead, NY Builder Meskouris Chris Rivera 0082-0187-Cl_Chris_Rivera_530 S ound_Beach_Dr CODE_QAD.btg [Note: This form 701 must be executed by the HERS Certified Energy Rater, the Home Owner and the Contractor, and nust be submitted to the Mortgage Lender prior to the Release of Escrowed Funds for Completion of Improvements to the Home.] I The Undersigned home owner has retained (the'Contractor)to complete certain recommended improvements as set forth in the Home Energy Certificate issued by the state, approved Home Energy Rating System.The undersigned Home Owner, Contractor and HERS Certified Energy Rater hereby certify that they have inspected the property located at and that the improvements to the property have been completed in a workmanlike manner and in accordance with the requirements of the FNMA/FHLMC Energy Mortgage Pilot Program. The undersigned understand that this certification will be relied upon by the , Mortgage Lender to release monies currently held in escrow pending completion os said improvements. HOME OWNER: Date: CONTRACTOR: APY Title: nu'e ek., Date: State Approved Home Energy Rating System CERTIFI TER: By: Title: Certified HERS-Rater Date: 9/9/2019 Energy Mortgage Pilot Form 701 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. NY-ECCC 2016 Certificate 530 Sound Beach Dr, Mattituck, NY 11952 Building Envelope Insulation Ceiling R-38.0 -- - - - Above Grade Walls R-21.0 Foundation Walls NA Exposed Floor R-35.0 Slab None Infiltration Htg: 885 Clg: 885 CFM50 Duct R-8.0 Total Duct Leakage 15.00 CFM 25 Pascals Window Data U-Factor SHGC Window — - 0.290 - -- - 0.260 - Mechanical Equipment HEAT: Fuel-fired hydronic distribution, Propane, 92.8 % EFF. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Instant water heater, Propane, 0.93 EF, 0.0 Gal. HERS Index: 55 1 Builder or Des"!Sp Professional Signature rXiltiGJ REM/Rate- Residential Energy Analysis and Rating Software v15.8 NY-ECCC 2016 Energy Cost Compliance Property Organization HERS PAD Family LLC GreenWorks Energy Specialist Confirmed 530 Sound Beach Dr 516-967-6959 2019-09-02 Mattituck, NY 11952 AJ Afkham Rating No:3265 RaterID:2946623 . Weather:Riverhead, NY Builder Meskouris Chris Rivera 0082-0187-C1 Chris Rivera 530 S Annual Energy Cost $/yr NY-ECCC 2016 As Designed Heating 1817 1866 Cooling 247 208 Water Heating 739 739 SubTotal-Used to Determine Compliance 2803 2813 Mechanical Ventilation Fan 50 45 Lights Ft Appliances (minus MechVent) 1427 1286 Photovoltaics 0 -0 Service Charge 180 180 Total 4461 4325 Mandatory Requirements The following Mandatory Requirements Fail: Annual Energy Cost Check Design must be equal or lower 2803 2813 This home DOES NOT meet the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2016 in climate zone 4A. Name I AJ Afkham Signature Organization GreenWorks Energy Specialist Date 9 In accordance with NY-ECCC 2016, building inputs, such as setpoints, infiltration rates,and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the"prevailing federal minimum standards'as of January, 2009.These standards are subject to change,and software updates should be obtained periodically to enure the compliance calculations reflect current federal minimum standards. • s � REWRate-Residential Energy,Analysis and Rating Software vi 5.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. NY-ECCC 2016 Building UA Compliance Property Organization HERS PAD Family LLC GreenWorks Energy Specialist Confirmed 530 Sound Beach Dr 516-967-6959 2019-09-02 - Mattituck, NY 11952 AJ Afkham Rating No:3265 RaterID:2946623 Weather:Riverhead, NY Builder Meskouris Chris Rivera 0082-0187-Cl_Chns_Rivera_530_S ound_Beach_Dr_CODE_QAD.blg Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 41.6 49.5 Above-Grade Walls: 140.3 135.0 Windows and Doors: 216.0 175.1 Floors Over Ambient: 60.0 47.5 Overall UA (Design must be equal or lower): 457.9 407.1 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2016) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State- 2016.)In fact, this home surpasses the requirements by 11.19'0. Name I AJ Afkham Signature ,Organization GreenWorks Energy Specialist Date OCT e 1 2019 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. MUM,I m-FAQ'+ m, rMir '714 NAI Nmt ! �� . ► �. t f' PLUMMING MM,MAIIW-Af IL %A 1L. t.tJ�:t11►M"Ira�': l KIM),-�. ► I1�'/� STATE ENERGY C ODE gar INEIR ADDITIONAL COMMENTS 1, +INSULATION PER N.Y. f 1 ti I i 1, P ilI AN awordWMA - t 0 a 1 W12 . I a �G III UWWA I FM ml , llama mm-WAIri EM r — i l IMP i �� ��' - . � ��' ��w.��, 1 ��'��1,` �, ,1 (01,AAida TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 S LA fle d- 4 sets of Building Plans TEL:_(631) 765-1802---- - - sen Zi� Planning Board approval FAX: (631) 765-9502 (�0 Y­4f,�-—i�Survey Souih'oldTownX6-"khFork•:riet '' ''' PERMIT NO' f 0- Checkk5e V 7 culr► c4^_Gw1(kw1d Septic Form N.Y.S.D.E.C. -- - - - Trustees - - - Flood Permit Examined ,20 - Storm-Water Assessment Form Contact: Kzk`f'V_0e-v' Approved ,20 xMail to: Disapproved a/c XPhone: o �T -L' - 5-6 0 5 Expu;arion - - -,20 - - -7o-7 3 63 — 4gV_`1- �n Building Inspector E V PLICATION FOR BUILDING PERMIT D MAR ® 5 2009 Y\ Date , 20 INSTRUCTIONS a. This ap li P FDT be com etely filled in by typewriter or in ink and submitted to the Building Inspector with'4 sets of a N o sea e. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas; and waterways.. . ,- - c. The work covered by this application may,not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations; for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,•building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) C7,(ao� . (Mailing ad TG of applicant) xState whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises --������ CV (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 'C 1.` Location of land on which proposed work`will be done: ArAA House Number Street Hamlet LA CA County Tax Map No. 1000 Section Block Lot Subdivision CU • Filed Map No. Lot L� 73 �Rg9 11 q, - I - I-)- . I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ✓'t e I-/V T- b. Intended use and occupancy ✓A-MW I 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work/ CrtUr 1"/( (Description) 4. Estimated Cost Fee '��"��, a d (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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Y 8. Dimensions of entire new construction: Front Rear r ­'Depth_ sj Height Number of Stories I ; 1/9. Size of lot: Front Rear Depth _ 6 10L,FLA X10. Date of Purchase 3 4 `fl59altrie of Former Owner ��� ez G� — (2-`'"'k"�` 'HCl 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be remvpd from pre ises? YES NO K14. Names of Owner of premises �\a\l.:\'e6\-\�e`*'c-"'Address ��\�Phone No. Name of Architect CIVali 50d—dress 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 ✓" * 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. K18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A0 -F (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 day of f (/ 20 Oq sC Notary Public JJILLP t'1 Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E C Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone:�r Expiration 20 2 C E � V Building Inspector D L5 APPION FOR BUILDING PERMIT AUG 26 2009 0 Date � Z , 2007 INSTRUCTIONS BLDG.DEPT. a. This T UTHOLD led 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. (Signature of applicant or name,if a corporation) 1!�4JO5' A%,3 ?,_.2_oAA_-, r4A-r ►-►L,4,, (Mailmg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AG,,-o;. Name of owner of premises C4eAS Ma<Z4:.e>LAp_11 , (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6 ,0 House Number Street Hamlet County Tax MapNo: 1000 - Section, ;,q g Lot Subdivision Filed Map No.- Lot ,l S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy d -r �-r- b. Intended use and occupancy I/ 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4&�ycc) 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front __ " ' A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear- Depth,' S 7 Height 31 '-`/ Number of Stories 9. Size of lot: Front �50'co Rear ST-',). 31 � Depth•--t3��`' ' 10. Date of Purchase Name of Former Owner ;F—C/ 11. Zone or use district in which premises are situated10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect s Nom Address hone No G,3`I -M,13- 1(z q 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-X— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S4M--%44- ) �C- f IC��cJV being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the &6'x '< (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 me this Az day of 20� INE . � uolssluauao New or Notary Public R;unoo' >Iloftns ul paiplsnb ' 008Z6Z900[0 'oN o: 0 51JOA MeN 10 a+PIS •ollgnd AJL';off - Qualified In Suffolk county 3NINa00 31138b'8 commission Expires ',"3rGoVld TOWN OF SOUTHOLD ? BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT r Do you have or need the following efore applying? TOWN HALL, Board of Health SOUTHOLD,NY 11971 - 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board appy Val FAX: (631) 765-9502 Survey SoutholdTowii.NorthFork.net PERMIT NO. Lt Check Septic Form N.Y.S.D.E.C. Trustees V—wl I Flood Permit Examined P l '20 I Storm-Water Assessment Form ii Contact: Approved ^ ,20 I Mail to: P Phone: Expiration20 I s Building Inspector APPLICATION FOR BUILDING PERMIT DateAt o , 20 I 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. (Signature of applicant or n me,if a corporation) Wiling ad s o applica i � State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax toll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. trod 1✓V 19�,p& . Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Ha t County Tax Map No. 1000 Section Block v. Lot r Subdivision Filed Map No. ' ''` Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed constion: . a. Existing use and occupancy 74f�� b. Intended use and occupancy. 3. Nature of work(check which applicable):New Building !/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ex' ting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height 'Number of Stories 8. Dimensions of entire newco construction: Front o� Rear �� ! Depth " � f I Height Ld = to- Number of Stories gP- 9. Size of lot: Front -:57 O e Rear , -5 0 t-7! ., Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P ' 12. Does proposed construction violate any zoning law, ordinance or regulation?YES ✓ NONG✓�� 13. Will lot be re-graded?YES NOS/Will excess fill be removed from premises?YES NO . f✓P-t1J �.��-t!✓C W�/ �O© ho��n C��aG��i t�l�• , 14.Names of Owner of premise�o e-[4r4* MIE's'l`�eAfr cess a'4 fUT v!r—W-Phone No. -1 d Name of Architect Aistoj— Address pi Phone No e,5 I - 91fzi II Name of Contractor 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 Y BE REQUIRED.' b. Is this property within 300 feet of a tidal wetland? : YES NO * IF YES,D.E.C.PERMITS MAY BE.REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (N a of individual signing contact)above named, (S)He is the i (Co tractor,Kgent,Corporate Off cer,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 _�day of S+ 20 11 • _ �+ BARBARA R TANDY Notary Public Notary Pump,State Of New York Signature of Applicant No. 01TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 Glenn Goldsmith,President *QF S�(/Ty Town Hall Annex 25 Michael J.Domino,Vice-President ,`O� ��� 54375 Route 9 John M.Bredeme er III P.O.Box 1 York Y � � Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams i0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES July 16, 2020 TOWN OF SOUTHOLD Chris Rivera 250 Sound Beach Drive Mattituck, NY 11952 RE: P.A.D. FAMILY, LLC ` 530 SOUND BEACH DRIVE, MATTITUCK - SCTM#: 4000-99-1-12.1 Dear-Ms. Rivera: The following action was taken by the Southold Town Board of,Trustees at their Regular Meeting held on Wednesday, July i5, 2020: RESOLVED that the Southold;i.Town,Board.of Trustees APPROVE the Administrative Amendment to Wetland Permit#9114 to elevate 33"above grade the HVAC units on 4'x10'wood platform; as-built enclosed 4'x5'outdoor shower with open trellis; on grade walkways in sand with steps to front and side of house; two (2) retaining walls approximately 40' long and 18-24" high; and as depicted on the survey prepared by• Nathan Taft Corwin, III,.Land-Surveyor last dated October 20, 2049, and stamped approved on July 15, 2020. - Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President *QF SQ(flyO Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski Telephone(631)165-1892 Greg Williams Ol �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 17270 Date: July 15,2020 THIS CERTIFIES that the construction of a two-storms single family dwelling(1,200sa.ft. foi6rint)bn boncrete foundation with flow-through vents-construct a 250sa.ft.deck with steps tb ground attac[ied to seaw'ar sidwelli elevate ST!above gade the HVAC units on 4'xl01woodplatform-,as-built enclosed 4'x5'outdoor shower with open trellis on grade walkways in sand with steps to front and side of house•two(2)-retaining walls approximately 40' long and 18-24"high: Af 530 Sound Beach Drive,Mattituck Suffolk County Tax Map 41000-99-1-12.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 13,2017 pursuant to which Trustees Wetland Permit#9114 Dated November 15,2017,was issued and Amended on July 15,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The-project for whicL this certificate is being issued is construction of a two-storms single family dwelling (1 200sa ft footprint)on concrete foundation with flow-through vents:construct a 250sa ft,deck with steps to grodad attached to seaward side of dwell in •and construct a 66 .ft.front epnfty deck with ate s to Around: elevate 33"above ade the HVAC units on 4'x10'woodplatform-,as-built enclosed 4'x5'outdoor shower with oven trellis,• on grade walkways in sand with stens to front and side of house: two(2)retainigg_walis approximately 40'long and 18-24"high. The certificate is issued to'P A D.Family.LLC owner of the aforesaid property. da I - New•`(ork State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www dlec.state.ny.us Peter M. Iwanowicz Acting Commissioner' NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION & LETTER OF TIDAL WETLAND NO JURISDICTION „ November 29, 2010 PMV Family, LLC 1'400 Sound Beach Dr. Mattituck, N.Y. 11952 1 Attn: Mr.,Chris Meskouris \ Re: , -Application'#1-4738-04000/00001 > Facility: 530 Sound Beach"Dr., Mattituck, N.Y. SCTM#1000-99-1-12.1 Please Be Certain To Read All Information Contained In This Letter Dear Mr.,Meskouris: - a Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the property located landward`of the natural, gradual slope which exceeds ten feet above mean sea level in elevation as shown on the survey by John T. Metzger dated 4/7/09 last revised 8/27/09, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance,with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), a Tidal Wetlands permit is not {, required. _ Please be advised that no construction, sedimentation, or disturbance of any kind may . -take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility-to ensure that all precautions are taken to = prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project'. Such precautions may include maintaining adequate work area between the tidal we "jurisdictional boundary and your project (i.e., a 15' t6 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that DEC has•documented the occurrence of the piping plover (Charadrius melodus), a species listed as endangered / threatened in 6 NYCRR Part 182, on or near'the subject property. We have determined that activities, including but not limited to, construction, excavation, the placement of fill, grading or the ®years of stewardship 197;0-2010- _ *S _ r operation of mechanical equipment or vehicles on the beach at this location during the species' spring and summer nesting-season, whether landward or seaward of the Tidal Wetlands jurisdiction, may result in the "take" of this endangered /threatened species. or its habitat within the meaning of Environmental Conservation Law(ECL) 1,1-535.-The term "take" is defined in part as the direct killing or injury of individua[members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The taking of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL 11-535. In order to avoid the Endangered Species"'take" situation, no regulated activities'shal I occur between April 1St and August 31St of any year. Regulated activities may commence,prior to August 31St, but only after July 7th of any�year pending inspection by NYSDEC, Bureau_of Wildlife Staff. The permittee must contact the Bureau of Wildlife (631)444-0308 to request a site inspection to obtain the status of birds at their project location. If NYSDEC Staff confirms the absence of piping plover breeding activity during the site inspection work may commence after completion of inspection. If you are unable to comply with the April 1 -August 31 no work window, please contact the - undersigned immediately at the telephone number given below. If you have questions�about the presence of protected'species on or near your property, the potential effects of activities on these species,or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at 631-444-0306 or'0310. This-letter shall remain valid unless site conditions change. Plea pot e thatthis er does-nof relieve you of the responsibility of obtaining any necessary per its' r appro s from other agopcies or local municipalities. - Si el ly, bhn Wi I d eputy mit inistrator r cc: Arch itecnologies, BOH-TW, Wildlife, File FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 3, 2009 TO: Architecnologies For: Chris Meskouris (Weimann) P.O. Box 93 Mattituck, NY 11952 Please take notice that your application dated August 28, 2009: For permit to construct new single family dwelling at: Location of property: 530 Sound Beach Dr., Mattituck County Tax Map No. 1000 - Section 99 Block 1 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed new single family dwelling, on a non-conforming 16,540 5,150 sq ft. of buildable) square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a maximum lot coverage of 20%. The survey shows 29% lot coverage of the buildable area. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 3, 2009 TO: Architecnologies Updated: February 4, 2010 For: Chris Meskouris (Weimann) P.O. Box 93 Mattituck,NY 11952 Please take notice that your application dated August 28, 2009: For permit to construct new single family dwelling at: Location of property: 530 Sound Beach Dr.,Mattituck County Tax Map No. 1000 - Section 99 Block 1 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed new single family dwelling, on a non-conforming 16,540 (5,150 sq. ft. of buildable) square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a maximum lot coverage of 20%. The survey shows 29% lot coverage of the buildable area. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. May. 12. 2'009 11 :41PM Vichy" Elementary 7072S*B426 No. 1993 P. 1,. FORM NO. 3 NOTICE OF DISAPPROVAL., • DATE: March 10, 2009 TO: Frederick Weimann, as Trustee, CIO Maureen Chavez _ 4963 Dry Greek Rd. Napa, CA.94558- 'Please 4558_'Please take notice that your application dated March S, 2009 For determination of merger at: Location of property 530 Sound Beach Drive-Matti tuck,NY County Tax Map No. 1000—Section 99 Block I Lot 12.1 Is retumed herewith: The lot is not merged as per Town Code. ' J Authorized Signature f O dsuc�4c ^ �n,v�+ -kms r ,r�rau�e. e �" �- �- C j C� Office Location: O�*rjF SQ(�JyOI Mailing Address: Town Annex/First Floor,Capital One Bank ~ 53095 Main Road 54375 Main Road(at Youngs Avenue) JIM, P.O. Box 1179 Southold,NY 11971 • �Q Southold,NY 11971-095 �yc4UNTY,� ® EC EL W I� http://southoldtown.northfork,net BOARD OF APPEALS JUN 15 Min TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax(631)765-9064 BLDG DEPT. TOWN DF SOUTHOLD F GS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 10,2010 ZBA FILE: #6372 NAME OF APPLICANT: Chris Meskouris(Weimann) SCTM#1000-99-1-12.1 PROPERTY LOCATION: 530 Sound Beach Dr.,(adj.to Long Island Sound)Mattituck,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14;14 to 23, and the Suffolk County Department of Planning issued its reply dated March 2, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated March 3, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with the LWRP provided that the following best management practices are implemented;A)it is recommended that the Board require the use of gutters, leaders and drywells to control storm water from all impervious surfaces, B) it is recommended that the Board require the perpetual preservation of all natural vegetation seaward of the Coastal Erosion Hazard Line. The width, composition and maintenance activities should be memorialized within a covenant and restriction. PROPERTY FACTS/DESCRIPTION: This vacant property is a non-conforming 16,540 square foot lot (to tie line), with 5,150 square feet of buildable area, in the R-40 zone. It asi�50 feet o��ontage on Sound Beach Drive, 328.02 feet along the westerly property line, 50.31 feet on Long Island Sound and 333.56 along the easterly property line. BASIS OF APPLICATION: Request for Variance from Code Section 280-124, based on an application for building permit to construct new single-family dwelling, and the Building Inspector's September 3, 2009, Updated February 4, 2010 Notice of Disapproval concering proposed new single family dwelling, exceed maximum lot coverea e of 20%(buildable area). ®®q RELIEF RE .i�STED: The applicant proposes to construct a new two story dwellin on pilings,which proDosed plans re uir . 290/ coverage of the buildable lot area. The applicant requests 9% variance o the Co require o maxim of coverage. ADDITIONAL INFORMATION: This waterfront parcel is the narrowest of waterfront parcels in the immediate neighborhood.This waterfront parcel, as well as adjacent waterfront parcels,have had the benefit of the accretion LPage 2—June 10,2010 ZBA File#6372—Chris Meskouns CTM. 1000-99-1-12 1 of beach sand building up and extending these properties beaches and high water marks seaward by over 100 feet beyond their filed map lines. The subject parcel is unimproved with a large area of well established beach grasses and natural vegetation seaward of the proposed building envelope. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 20, 2010,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law 4267-b(3)(b)(1). Granting of the requested variance will not produce an undesirable change in*the character of the neighborhood or a detriment to nearby properties. The area is almost built out and many homes have excessive lot coverage. The style of the proposed dwelling is similar to that which exists in the neighborhood. The side yard,front yard and rear yard setbacks are in conformance with the Code. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could design a smaller proposed dwelling requiring a lesser lot coverage variance or no variance at all. 3. Town Law 4267-b(3)(b)(3). The variance requested herein is mathematically substantial requiring a 45% variance from the Code. The substantiality of the requested variance may be mitigated when considering that the Coastal Erosion Hazard Line may in some cases be more arbitrary in its exact demarcation on a particular parcel, consequently creating a detriment to the applicant by lessening that parcels calculated buildable lot area under the Code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created insofar as the applicant chooses to construct a house that is larger than what is permissible by Town code. 6. Town Law 4267-b. Granting of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the construction of a proposed new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and dcarried,to GI RANT the variance as applied for, and shown on the Survey of SCTM # 1000-99-01-12.1 prepared by John T. Metzger, L.S. dated August 27, 2009, and Architectural Drawings prepared by Frank Notaro, R.A., Titled Meskouris Residence, Sheets A-0, A-1 and A-4 all dated 1/28/10. Subject to the following conditions: 1. Applicant to follow all recommendations of LAW. 2. Leaders, gutters and drywells shall be installed to control all storm water runoff from all impervious surfaces. 3. Covenants and Restrictions shall be required per LWRP recommendations for a perpetual preservation of all natural vegetation seaward of the Coastal Erosion Hazard Line to the tie line as per the definition in the LWRP memorandum dated March 3, 2010. Such Covenants and Restrictions shall be approved by the t Page 3—June 10,2010 ZBA File#6372—Chris Meskouns CTM- 1000-99-1-12.1 Town Attorneys office and filed with the Suffolk County Clerk and a recorded copy submitted to the Zoning Board of Appeals Office prior to issuance of a building permit. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Schneider, Goehringer, Weisman (Chairperson), Dinizio. (Absent was:Member Horning) This Resolution was duly adopted(4-0). Leslie Kanes eisman, Chairperson Approved for filing /2010 i i • ` � 45J 5ou,'.gbeaUi J' 1 r: A s0 Google Earth off U.S. DEPARTMENT OF HOMELAND SECURITY OMB,No.,1660-000, ;-;j Federal Emergency Management Agency Expiration-Date:'iVoemb�rr30;2018 t� t i National Flood Insurance Program ELEVATION CERTIFICATE%\ Important: Follow the instructions on pages 1-9.1-1 OCT 21 209 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION h'L�3R`IT�I�I'7 %�'NC ''dMPANY USE Al. Building Owner's Name / 2 isr Polic�F Numiier: x<-'= "= " Our 1S VVW A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)Qk P.O.Route and Company NAIC Number: Box No. f. City State ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number,LegafDescription,etc.) A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) 1cSd,1//4 A5. Latitude/Longitude: Lat. '41"00'317"1 Long.-7 V*33"y5,,-4"1,J Horizontal Datum: ❑ NAD 1927 XNAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) ' 15-"0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 171 c) Total net area of flood openings in A8.b Z-y uta sq in d) Engineered flood openings? Yes ❑ No A9.For a building with an attached garage: a) Square footage of attached garage I)M sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes Wl/No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9'Bone ase loo useBa Elevation(s)lod Depth) Number Date Effective/ Zone(s) Revised Date B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile DeFIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 3NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes �Io Designation Date: ❑ CBRS ❑ OPA �� ll FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P O. Route and Box No. Policy Number 5-30 �J J/�Y V-C. b /ve, City State ZIP Code Company NAIC Number SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* DelFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: GQS Vertical Datum. rvlg�ll �S Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 )e NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6,14 [2 feet ❑ meters b) Top of the next higher floor 155n Z [& feet [—] meters Ac) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) G�/T ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building [g feet E] meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to budding(LAG) �,y Q feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) /0-7 P6 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including �,U [�'feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Wyes ❑No ❑Check here if attachments. Certifigr's Name License Number Title 1 , OF�, � Lcs� Jl 11✓L v1' �s �'�k' �' � 5 Com any Name cn I �rwln �-�� sir✓ o� �° '� a Address ) CityI , )j dd�� State ZIP Code - cru Jc,/h t S ul !v& �arr` ® It 5LI-7 ,�� 510467 Signature Date Telephone Ext` ; Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)budding owner. Comments(including type of equipment and location, per C2(e),if applicable) `f,4t: 1 ���s� 1.5 ha91� wee! y �cS'<./v�en + 0'1k CJn4rel'? P. J✓,Je.TJrsn v✓c.�ls oi/I k ��vr f1 r zL 4�e !Z 5,�.�r L ��r� r1n.3 d c t 1 S'4 01 5`v L 1�x �."�r�i �-+,��✓� �. �'}L,� 4,0}►t/n�,L2y c�/nL � �[�/��1r��e,� J�ts `�/v^�Gc}e,'TC� u�sy 7G�rf�/sSr,A�lcicr,� t./(� /i/ /".S" f�'YIH V /i l{�{ T'� � GJT r�✓ 2- 1 1,I 7h Z bL�4 I��'A ! �f J T�� VY���'1 Cr S/z;r G'."S" f /A Tisa -7 AJ 11� S WkJA e" V4 o � �i .e5�1� �ie c �� � �e4l�e/ i'�► �� 6�cscvtirT FEMA Form 086-0-33 7/15 Replaces all previous editions. -F7orm Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number ECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(withc�IkBFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C\For Items E1—E4,use natural grade, if available.Check the measurement used. I uerto Rico only, enter meters. \\ E1. Provide elevation informatioNor the following and check the appropriate boxes to show whether the evation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑ ers ❑above or ❑below the HAG. b) Top of bottom floor(including b sement, crawlspace,or enclosure)is ❑feet meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with perma ent flood openings provided in Section A I s 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipme servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is availab q,is the top of th bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ � ❑ Unkr} wn. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER OR O °NNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representaANae etes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representativ Address City State ZIP Code El Signature ate Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number S SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is auth rized by law or ordinance to administer the community's floodplain management rdinance can complete Sections A,B,C(or E),and of this Elevation Certificate.Complete the applicable item(s)and sign below. eck the measurement used in Items G8—G10.In PueRico only,enter meters. G1. ❑ The information in Sectis C was taken from other documentation that has been signed and ealed by a licensed surveyor, engineer,or architect wh is authorized by law to certify elevation information.(Indicate th source and date of the elevation data in the Comments are elow.) G2 ❑ A community official complete Section E for a building located in Zone A(without a MA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items —G10)is provided for community floodplain anagement purposes G4. 'Permit Number 5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New nstruction ❑ Sub antial Improvement G8. Elevation of as-built lowest floor(including baseme ❑ feet E] meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building sit ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature D e Comments(including type of equipment and to ation, per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: v / !✓C, City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Ebb, Ile k4 P Clear Photo One r-^ L tom T vie 4i , a Photo Two Caption Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Clear Photo Three A J IIIi�I ow r _ Photo F Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Building Photographs Continuation Page ,J, 7 For Insurance Company Ute: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Poky Number 5 -543—J Secl,, rAVC, City State ZIP Code 00rr yMAICNumber V r �fc A Je `i'�i ►► -Y s"z 5✓S�C�v�LQI T/�w. @. Ge/%.► .�/ � � G�/e1�</�f�/r+il d 1� /, f-�. -^f- �07�uM v I-e,�'v.n �7� i7 1' /hp'l r./c Z vJ'IS/C.IE clr/- Co1G�/�/a►�C� ✓�/ S o/� ,,iovcl �ti'f- ,Inn "// ► a�es�'f w► c�c✓c. /�•,5 c /C2,o i�1 sec) 11L11A ft4 V)e- U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)budding owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name AA Policy Number. 11,A 0 kc,5kojrIS A2. Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. _ City L ), State ZIP Code EE 11cs-Z A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Lega bescription,etc.) A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.) GSIdi, �g t A5. Latitude/Longitude: Lat. T'00'319 I" i Long. '7 7-'*3�'q:r-4 v✓ Horizontal Datum: ❑ NAD 1927 (<NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 _ A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) I r 5-0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade i Z, c) Total net area of flood openings in A8.b 7-`t uta sq in d) Engineered flood openings? 24Yes ❑ No A9.For a building with an attached garage: a) Square footage of attached garage „�,/� sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b 00 sq in d) Engineered flood openings? ❑Yes �No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1.NFIP Community Name&Community Number B2.County Na/me B3. State B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevations) Number Date Effective/ Zone(s) (Zone AO,use Base Iood Depth) Revised Date 3-1 0,c��� 3 Hs� �. ?-5`z�, -q r i z r3 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile FIRM ❑ Community Determined ❑ Other/Source: 611. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ENAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or-Otherwise Protected Area(OPA)? ❑Yes00 Designation Date: ❑ CBRS E] OPA l FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 53,:. 13e,-J, '-)rkv City State ZIP Code Company NAIC Number SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* W,Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: G;, Vertical Datum: f'W VD 15 Indicate elevation datum used for the elevations in items a)through h)below. [❑ NGVD 1929 Je NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) feet ❑ meters b) Top of the next higher floor j 5�Z ® feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) /,-�/� ❑ feet ❑meters d) Attached garage(top of slab) ,11/ ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building �,5 ['feet E] meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) © feet F] meters g) Highest adjacent(finished)grade next to building(HAG) lC�� 7 [� feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including I,U [�'feet ❑ meters structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 90,1. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑No ❑Check here if attachments. Certiifi)r's Name License Number Title OF J4 Com any Name UA ,11,E >✓ Lrw/OA L-e' ' s.. L Address J� State ZIP Code ty F Gia .""!1 Ci6 =isst;s f Signature J �- Date Telephone Ext`�.�'/(,�p� Copy all ges of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type ofequipmentand location,per C2(e),if applicable) L 1L/ /[ [ J,rC v►.,�5`Z (S bJ /r u /P/ `% � C,StMem I� VV1 COAG-fC7 7`J✓"Jl,7fin 1/✓G. 11{J 0/�cl 51�,! L i/eA / rin j cic �S-'io -5"�c� Ll�x ✓enli ,�,✓ �, rL,)�L � /`1ZttY�.tyn;,G� C/v1c,4- nJt 4J�i7�M �i f CJ. >l�an� ar, 15� Z + ��1Z �f.S,Z/^!. r 5Q Y►�.f�it Sf-)f9u /heft FEMA Form 086-0-33(7/15) Replaces all previous editions. 19>^ Form Page 2 of 6 OMB No.1660-0008 ,ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without,BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C\For Items E1—E4,use natural grade,if available.Check the measurement used.I uerto Rico only, enter meters. or the following and check the appropriate boxes to show whether the evation is above or below E1. Provide elevation information�f the highest adjacent grade(H.G)and the lowest adjacent grade(LAG). a) Top of bottom floor(includin basement, crawlspace,or enclosure)is ❑feet Elers F1 above or EJ below the HAG. b) Top of bottom floor(including b sement, crawlspace,or enclosure)is ❑feet meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with perms�ent flood openings provided in Section A It s 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipme servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is availab ,is the top of th bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ o ❑ Unk wn. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER AOR O NER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who\c pletes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The state ents in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Na e Address ,J City State ZIP Code Signature / ate Telephone Comments f ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is auth rized by law or ordinance to administer the community's floodplain management rdinance can complete Sections A,B,C(or E),and of this Elevation Certificate.Complete the applicable item(s)and sign below. eck the measurement used in Items G8—G10.In PueRico only,enter meters. G1. ❑ The information in IS C was taken from other documentation that has been signed and ealed by a licensed surveyor, engineer,or architect whi's authorized by law to certify elevation information.(Indicate th source and date of the elevation data in the Comments area\below.) G2 ❑ A community official complet Section E for a building located in Zone A(without a MA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items —G10)is provided for community floodplain anagement purposes. G4. Permit Number 5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New nstruction ❑ Sub antial Improvement G8. Elevation of as-built lowest floor(including baseme ❑ feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building sit : ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature DAfe Comments(including type of equipment and to ation, per C2(e),if applicable) i 4• 1 ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: o l�C� City State ZIP Code Company NAIC Number o � j - Je ✓rk0 II`1 ' - If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View";and,if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Clear Photo One PI _ y Ila,r vie ,. .. .:•J.V{... iv: t:: Clear Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photcxlraphs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. lip r � r 1 • �d��fr M Photo ' Clear Photo Three 1. x .• r ,t. t a 0 .. Photo FI " ,., ,; Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Building Photographs Continuation Page 7 _ For Insurance Company Use- Building Street Address (including Apt., Unit.. Suite, and,or Bldg. No.)or P.O. Route and Box No. Fo!icy Number City State ZIP Code 1 CornparyNXCNumber f��� :�fj � Je T. �� -Y I i "j 4. e �C✓., 1/.�.� 7, Ih?r� c./ Z- vyly:�lE ct�� Cv.^c4'�/»�.� JA fL L+,'1 �. ✓�v� �Iti��-f.,!M v/✓�`� C- /"f CJ I! HSG , V�Cr+ Vie �.. U.S. DEPARTMENT OF HOMELAND SECURITYOMB No.1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. BuildingOwner's Name �� Policy Number: Je";ty ee MP-$1'` oor l A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number. Box No. r 3� Svsry �v brJoe, City State ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legaroescription,etc.) A4. Building Use(e.g., Residential,Non-Residual,Addition,Accessory,etc.) il- S41 A5. Latitude/Longitude: Lat. q1,G- , ,t I r Long. 7 L333"gs,4o "1,✓ Horizontal Datum: ❑ NAD 1927 $$NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number I _ A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) ��5'y sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade t Z. c) Total net area of flood openings in A8.b 2.100 sq in d) Engineered flood openings? Yes ❑ No A9.For a building with an attached garage: a) Square footage of attached garage , sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b 00 sq in d) Engineered flood openings? ❑Yes No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State %,...,, 5,,.1 ,�!�( i two i S •� r'� „{. e,,✓ 64.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile DdFIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 C�(NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes &rNo Designation Date: ❑ CBRS ❑ OPA ' l FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: e,,. br-lve, City State ZIP Code Company NAIC Number Deer„/ sE] I ( S Z SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑Building Under Construction Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: L. Vertical Datum: A411D 15 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 Je NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6,11 ['feet ❑ meters b) Top of the next higher floor 15✓Z © feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) d4 ❑ feet ❑meters d) Attached garage(top of slab) ,Vlq ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building �''S ['feet E] meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) �,y ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) ��� feet E] meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section /. Were latitude and longitude in Section A provided by a licensed land surveyor? ' Yes ❑No ❑Check here if attachments. Certifi is Name License Number Lvr„✓l., �.S c�5"��67 �.. Title Com any Name qE ` '�. Address � t,' — ' + City ' State ZIP Code Signature Date Telephone Ext." '/(A? D 1. 2, / - 71-7 Copy all ages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) �t I p s ,a u✓f/ f 'i"t% CJ4�-t e 1� �`�✓ 1 a n c .,Gie hrCf N(i s� 1 S � /� `y �'�S Z ry,!.� V'1/ 7 ^ `��e�TlLn V✓G+lIJ c! f� [5.x..4 r LI �f.+� r17.,Gr c � !SW c7/--i 2.cJ Y`'��*k.� ✓e�f i f�,r;,✓-,�. '�'j�,� c,i+�-( fid.;/' l�r..nefee� r,re l.:cc, tr� u,n lie N/vor .'IA Clol ,f ✓P ja�ffe,r, zLf��,_ f/��� s.� 15rZ /� ll(i1 ��J< bcsa (� / �n�1�+•�f � 511�/a / A/\ '`�'nC. �. S < �.�.�T L t'�t J le✓.:.�Jyr o A 1U FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 7 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number El ECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and 6,For Items E1—E4,use natural grade,if available.Check the measurement used.1 uerto Rico only, enter meters. E1. Provide elevation informatio for the following and check the appropriate boxes to show whether the evation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(includin basement, crawlspace,or enclosure)it E]feet ❑ ers ❑above or ❑below the HAG. b) Top of bottom floor(including b cement, crawlspace,or enclosure)is ❑feet meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permsent flood openings provided in Section A It s 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipme servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is availab ,is the top of th bottom floor elevated in accordance with the community's floodplain management ordinance? E] Yes ❑ o ❑ Unk wn. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER OROWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who mpletes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The state ents in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Na A e Address / City State El ZIP Code f,1 Signature ate Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 3 of 6 OMB No.1660-0008 .ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company MAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is auth rized by law or ordinance to administer the community's f/andealed anagement rdinance can complete Sections A,B,C(or E),and of this Elevation Certificate.Complete the applicable itegn below. eck the measurement used in Items G8—G10.In Pu:ectfl ico only,enter meters. G1. ❑ The information in �1,3 was taken from other documentation that has band ealed by a licensed surveyor, engineer,or architect wh authorized by law to certify elevation informatioth source and date of the elevation data in the Comments areaelow.) G2 ❑ A community official complet Section E for a building located in Zone A(wMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items 4—G10)is provided for community floodplment purposes. G4. Permit Number 5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New nstruction ❑ Sub antial Improvement G8. Elevation of as-built lowest floor(including baseme ❑feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building sit : E]feet E] meters Datum G10. Community's design flood elevation: ❑feet ❑"meters Datum Local Official's Name Title Community Name Telephone Signature D e Comments(including type of equipment and Io ation,per C2(e),if applicable) 1 E 1' ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number rvl J.,a ✓rG 0 115 Z If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View";and, if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 1pe {p� r L 111 ` i F• � Clear Photo One V Mill— I Le-- r Vie X. •x .�f j rti r GtitFr v`^Y.C�fr - {.. :•}:: _ ti' Clear Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photc-yraphs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. �!! 11 WIN — N 1 � � Photo Clear Photo Three -71 �JZt,✓ 4 I I nT J Photo F, _ �,, Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Building Photographs Continuation Page ,�, 7 For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number $ Jct /n� lac )r/c/e, City State ZIP Code Company ruaiC Number F .� i��L C 'I' 11 q�Z S✓�Pc-di i! Fr-, J;., „�I h. ., b.;�'�.� G/¢.,.. /�,, 9, z f�� fun• L�. �ht C/e.. rf'_ n�,rCl ."S' Ge%✓a't"d.n -7. 6 P Aad c.rc i Jrts/c!Q c,r/' Concldr��v��� i �nZ bojcrn,ln4_ 'S 5 i .S�r� l�/r .�� >✓ln`� S �P�,, t _ - skylinetitle� r Febru , T E I ll E Nicole LaBella Corcoran MAR — 3 2009 Cutchogue,NY BLDG.DEPT. Our File No.: SKY-S 251 TOWN OF SOUTNDLD State of New York ) County of New York ) SS Skyline Title Agency, LLC as agent for Commonwealth Land Title Insurance Company certifies that MAUREEN F. CHAVEZ, TRUSTEE, U.A. dated 2/6/1990, f/b/o THE MADELINE C. WEIMANN FAMILY TRUST is the owner of record of the premises known as: DISTRICT: 1000 SECTION: 099.00 BLOCK: 01.00 LOT: 038.002 having acquired title thereto by deed dated 02/28/2008 recorded 03/31/2008 in Liber 12545 page 904 and by deed dated 02/28/2008 recorded 07/07/2008 in Liber 12556 page 915. That we have made a search of the records of the Suffolk County Clerk and that search shows that neither the said owner nor any predecessor in title of the said premises owned contiguous property at-any time since October 9, 1950 except: Frederick W. Weimann owned the subject premises and the Premises adjoining on the west known as 1000- 99.00-1.00-12.1 from the period of February 13, 1952 to December 15, 1972 when he conveyed his interest in the subject premises to Madeline C. Weimann This Certification is made with the intention of the reliance thereon by the Town of Southold. The limit of liability under this certificate for any reason whatsoever, whether based on contract or negligence shall not exceed $1,000.00 and shall be confined to whom this certificate is addressed. Sky ' e Title, LLC jB .� BRYANT GOULDINO Notary Public,State of New York No.01G06108192 Pa icia A. LaP a Qualified In Suffolk County 12, Commission Expires April 12,20_ Counsel Sworn to me this 18'h day of February, 2009 600 Third Avenue,18th Floor, New York, NY 10016 P: 212.324.4100 F: 212.324.4101 71 Hill Street,Suite 1,Southampton,NY 11968 P: 631.702.2550 31 South Street,Greenport,NY 11944 P: 631.477.2121 www.skylinetitle.b1z s DIST. 1000 SEC. 099.00 BLK. 01.00 LOT 038.002 Subject Property DEED DAWN ESTATES,INC. D- 10/09/1950 TO R- 10/20/1950 FREDERICK W. WEIMANN L- 3141 MADELINE C. WEIMANN P- 142 (Covers the westerly p/o lot 57) DEED DAWN ESTATES,INC D- 5/19/1950 TO R- 5/25/1950 FREDERICK W. WEIMANN L- 3080 MADELINE C. WEIMANN P- 170 (Covers Lot 56) DEED FREDERICK W. WEIMANN D- 3/12/1971 MADELINE C. WEIMANN R- 3/17/1971 TO L- 6900 MADELINE C. WEIMANN P- 466 (Covers westerly p/o lot 57) DEED FREDERICK W. WEIMANN D- 12/15/1972 MADELINE C. WEIMANN, his wife R- 12/20/1972 TO L- 7307 MADELINE C.WEIMANN P- 414 (Covers lot 56) DEED MADELINE C.WEIMANN D- 02/06/1990 TO R- 08/24/1990 MADELINE C. WEIMANN,AS L- 11125 TRUSTEE P- 498 (Covers westerly p/o lot 57) DEED MADELINE C. WEIMANN D- 02/06/1990 TO R- 08/24/1990 MADELINE C. WEIMANN,AS TRUSTEE L- 11125 P- 502 (Covers lot 56) (MADELINE C. WEIMANN DIED 02/14/2005) a DEED MAUREEN F. CHAVEZ, SUCCESSOR TRUSTEE D- 02/28/2008 TO I R- 03/31/2008 MAUREEN F. CHAVEZ, TRUSTEE U.A. DATED L- 12545 02/06/1990 FB/O THE MADELINE C. WEIMANN FAMILY TRUST P- 904 (Covers lot 56) DEED MAUREEN F. CHAVEZ, SUCCESSOR TRUSTEE D- 02/28/2008 TO R- 07/07/2008 MAUREEN F. CHAVEZ TRUSTEE U.A. DATED L- 12556 2/6/1990 FB/O THE MADELINE C. WEIMANN FAMILY TRUST P- 915 (Covers lot 56 & p/o lot 57) LAST DEED OF RECORD DIST. 1000 SEC. 099.00 BLK. 01.00 LOT 015.002 (Easterly P/O 57) PROPERTY TO THE EAST DEED DAWN ESTATES, INC D- 10/13/1950 TO R- 10/20/1950 JOHN J. O'BRIEN AND L- 3141 DOROTHEA O'BRIEN, his wife P- 139 CORRECTION DEED DAWN ESTATES,INC D- 07/30/1963 TO R- 08/08/1963 JOHN J. O'BRIEN AND L- 5394 DOROTHEA O'BRIEN, his wife P- 87 (Corrects desc in L. 3141 page 139) DEED JOHN J. O'BRIEN AND D- 08/01/1963 DOROTHEA O'BRIEN, his wife R- 08/08/1963 TO L- 5394 CORNELIUS DREW AND P- 73 BERNICE DREW, his wife (Cornelius Drew died 09/12/1965) DEED BERNICE DREW D- 10/27/1967 TO R- 11/03/1967 STANLEY SCHILDER AND L- 6250 ALMA SCHILDER, his wife P- 59 DEED STANLEY SCHILDER AND D- 11/03/2003 ALMA SCHILDER, his wife R- 12/15/2003 TO L- 12289 SCHILDER FAMILY LIMITED PARTNERSHIP P- 865 LAST DEED OF RECORD DIST. 1000 SEC. 099.00 BLK. 01.00 LOT. 012.001 PROPERTY TO THE WEST DEED DAWN ESTATES,INC D- 02/13/1952 TO R- 03/11/1952 FREDERICK W. WEIMANN L- 3328 P- 397 DEED FREDERICK W. WEIMANN D- 02/06/1990 TO R- 08/24/1990 FREDERICK W. WEIMANN,D.D.S. AS L- 11125 TRUSTEE P- 500 LAST DEED OF RECORD e skylinetitle(-)' February 18, 2009 ___ Nicole LaBella i Corcoran Cutchogue,NY L-- BLDG.DEPT, TOWN OF SOUTHOLD ile No.: SKY-S-251 State of New York ) County of New York ) SS Skyline Title Agency, LLC as agent for Commonwealth Land Title Insurance Company certifies that FREDERICK W. WEIMANN, D.D.S. AS TRUSTEE is the owner of record of the premises known as: DISTRICT: 1000 SECTION: 099.00 BLOCK: 01.00 LOT: 012.001 having acquired title thereto by deed dated 02/06/1990 recorded 08/24/1990 in Liber 11125 page 500 . That we have made a search of the records of the Suffolk County Clerk and that search shows that neither the said owner nor any predecessor in title of the said premises owned contiguous property at any time since February 13, 1952 except: Frederick W. Weimann owned the subject premises and the Premises adjoining on the east known as 1000- 99.00-1.00-38.2 from the period of February 13, 1952 to December 15, 1972 when he conveyed his interest in the premises to the west to Madeline C. Weimann. This Certification is made with the intention of the reliance thereon by the Town of Southold. The limit of liability under this certificate for any reason whatsoever, whether based on contract or negligence shall not exceed $1,000.00 and shall be confined to whom this certificate is addressed. Skyline Title, LLC By: BRYANT GOULDING Wt"Public,state of New York - ,l No.01 GO6108192 Qualified In Suffolk County Pa icia A. LaP a Commission Expires April 12�20?"' Counsel Sworn tome this 180' day of Fe y, 2009 600 Third Avenue,18th Floor, New York, NY 10016 P: 212.324.4100 F: 212.324.4101 71 Hill Street,Suite 1,Southampton,NY 11968 P: 631.702.2550 31 South Street,Greenport, NY 11944 P: 631.477.2121 www.skylinetitle.biz DIST. 1000 SEC. 099.00 BLK. 01.00 LOT 012.001 SUBJECT PROPERTY DEED DAWN ESTATES, INC D- 02/13/1952 TO R- 03/11/1952 FREDERICK W. WEIMANN L- 3328 P- 397 DEED FREDERICK W. WEIMANN D- 02/06/1990 TO R- 08/24/1990 FREDERICK W. WEIMANN,D.D.S. AS L- 11125 TRUSTEE P- 500 LAST DEED OF RECORD DIST. 1000 SEC. 099.00 BLK. 01.00 LOT 038.002 PROPERTY TO THE EAST DEED DAWN ESTATES,INC. D- 10/09/1950 TO R- 10/20/1950 FREDERICK W. WEIMANN L- 3141 MADELINE C. WEIMANN P- 142 (Covers the westerly p/o lot 57) DEED DAWN ESTATES, INC D- 5/19/1950 TO R- 5/25/1950 FREDERICK W. WEIMANN L- 3080 MADELINE C. WEIMANN P- 170 (Covers Lot 56) DEED FREDERICK W. WEIMANN D- 3/12/1971 MADELINE C. WEIMANN R- 03/17/1971 TO L- 6900 MADELINE C. WEIMANN P- 466 (Covers westerly p/o lot 57) DEED FREDERICK W. WEIMANN D- 12/15/1972 MADELINE C. WEIMANN, his wife R- 12/20/1972 TO L- 7307 MADELINE C. WEIMANN P- 414 (Covers lot 56) DEED MADELINE C. WEIMANN D- 02/06/1990 TO R- 08/24/1990 MADELINE C.WEIMANN, AS L- 11125 TRUSTEE P- 498 (Covers the westerly p/o lot 57) DEED MADELINE C. WEIMANN D- 02/06/1990 TO R- 08/24/1990 MADELINE C.WEIMANN,AS TRUSTEE L- 11125 P- 502 (Covers lot 56) (MADELINE C. WEIMANN DIED 02/14/2005) DEED MAUREEN F. CHAVEZ, SUCCESSOR TRUSTEE D- 02/28/2008 TO R- 03/31/2008 MAUREEN F. CHAVEZ, TRUSTEE U.A. DATED L- 12545 02/06/1990 FB/O THE MADELINE C. WEIMANN FAMILY TRUST P- 904 (Covers lot 56) DEED MAUREEN F. CHAVEZ, SUCCESSOR TRUSTEE D- 02/28/2008 TO R- 07/07/2008 MAUREEN F. CHAVEZ TRUSTEE U.A. DATED L- 12556 02/06/1990 FB/O THE MADELINE C. WEIMANN FAMILY TRUST P- 915 (Covers lot 56 & p/o lot 57) LAST DEED OF RECORD DIST. 1000 SEC. 099.00 SLK. 01.00 LOT. 011.001 PROPERTY TO THE WEST DEED DAWN ESTATES, INC D- 07/20/1951 TO R- 08/02/1951 EVELYN BUTTERFIELD L- 3246 P- 190 (Lot 54) DEED GRACE M. BUTTERFIELD A/K/A D- 10/08/1959 GRACE BUTTERFIELD AND R- 10/15/1959 EVELYN B. STROHSON A/K/A L- 4709 EVELYN BUTTERFIELD P- 178 ` TO JOHN M. SCHUTT AND ELIZABETH SCHUTT, his wife (Lots 53, 54 & p/o 52) DEED JOHN H. SCHUTT AND D- 10/14/1965 ELIZABETH SCHUTT, his wife R- 10/20/1965 TO L- 5843 PAUL POULOS AND P- 493 ANNA POULOS, his wife DEED PAUL POULOS AND D- 04/29/1976 ANNA POULOS R- 05/06/1976 TO L- 8028 THEOFANIS KYVERNITIS AND P- 358 ANASTASIA KYVERNITIS, his wife (Theofanis Kyvernitis died 05/28/1984) DEED ANASTASIA KYVERNITIS AS SURVIVING D- 10/10/2000 TENANT BY THE ENTIRETY OF R- 11/09/2000 THEOFANIS KYVERNITIS,DECEASED L- 12083 TO P- 622 STAR CONSTANTINE LAST DEED OF RECORD CWP-*-CWP-*- .-Ay �Lv-,y...1 FU--or.. -Y...� � Made the ninth day of October nineteen hundred mad Fi£ty• ¢tb�eCn DAVIN ESTATES 7NC. 237 west Uftin Street, Smithtown, LI a corporation organized under the laws of the State of New York party of the first parr, and Frederick Vt. Drivenn , andlliadeline C.LWeimann (his wife) residing partie sof the second part. �ittt¢ �etjr that the party of the fust part,in consideration of ONE _ _ _ _ _ _ Dollars,lawful money of the United States, paid by the partiesrf the second part, does hereby grant and release unto the part is mf the I their heirs and assigaa forever. Z second part,, it that certain plot, piece or parcel of land, with Dein buildings ` and irproverents thereon erected, situate, lying N York, at Mattituck, in the Town of,Southold, Suffolk County, ew 1 known and described as partEof lot #57, 47est half, n a certain map was map entitled ipptain Kidd states, Block r, Count of Suffolk, as k duly filed in the office of the Clerk of the y yap 411672 dated January l9, 1949, and more particularly described as follows: EBeginning on the northerly side of Sound Beach Drive 215.33 feet k west of the monument set -in the northwest corner of Inlet Drive and Sound Beach Drive, running thence north 380 001 west 204.30 feet, running thence north 440 221 40"east 25.225 feet running thence south 380 001 east to the northerly side of Sound Beach Drive running thence westerly along the northerly side of Sound Beach Drive 25 feet to.the point and place of beginning. r ;k 1 \ V C '�• {1'_ AOtIW eLYYN[0.1M0..4W atANK Wntl.Na[ '� fF a'•--`r{!•'. a V , We►aoll OAlrAm.eOIBNWW.:t ', \fl������..•71F[OAOWAY Allo1F[CTOII�T..N[W YO[K 4 f . 4`r lfadethe nineteenth day of May nl?ater+hu�dtid' and fifty g; ¢ 1CCli DAWN ^sSThT^S INC.237 @eet Main Street, Smithtown, L.I. I"- a corporation organised under the laws of the t�t i 1 e of Vow York party of the first part, and Frederick Yl, lleimanna_, and Madeline C. his wife, residing at 2B Center Drive, Franklin Square, L.I. parties'!the second part, that the party of the first part,in consideration of .. _ _ _ ONF. - - - - _ Dollars,lawful money of the United States, paid by the pantie®f the second parr,doeshereby grant and release onto the partiewf the second pafr��t,,r their heirs and assigns lorever. xut that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mat tituck, in the Town of Southold, Suffolk County, New York, known and describedas lot ,56, Block 2, on a certain map en- titled Map of "Captain-Kidd T,states" whit! said map was duly filed in the office,of the Clerk of the County of Suffolk as ..i_ Map#1672 dated Sanuary 19, 1949. 11125000 Recording requested by: , ROBERT.J. KWASNESKh, ESQ.: ' When recorded mail to: .,_ ,+.��X4 3a�ll MrT & Mrs. WEIMANN DISTRICT SECTION BLOCK LOT /7 18 Fountain Grove Circl �o Napa, CA 94558 IPM 12 EI� 41 20' Mail tax statements to: NO DOCUMENTARY TRANSFER TAX DUE (No Consideration) Same as above. r A.P. C���� QUITCLAIM DEED a By this instrument dated the day of 1990, for valuable consideration, FREDERICK W. WEIMAN oes hereby (O00 l REMISE, RELEASE, and FOREVER QUITCLAIM to "FREDERICK W. WEIMANN, D.D.S., Aas Trustee un/der that certain Declaration- of 0 0o Trust executed �Rleljxrf[ ' , 1990" the following �( . described real property in—'the State of New York, County of n Suffolk, Town of Southold: = 10 See Exhibit "A" attached hereto and made a part hereof by reference. d/ /.icss�e�n,vL 7q0 FREDERICK W. WEIMANN` STATE OF CALIFORNIA) ss. COUNTY OF MR/til ) �� On the (7day of 714rd0-111 , 1990, before me, the undersigned, a Notary Public in and for said county and State,. personally / appeared FREDERICK W. WEIMANN personally known to ' me (or, (�/J) proved on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument, ',` and acknowledged to me that he executed the same. WITNESS my hand and official seal. OFFICIAL SEAL GALE L.SHEEHAN ` NOTARY PUSUC-CALIFORNIA ry Yj tmARINCbUNSY 1992 9� 0 ARY PUB IC MY Gomm.UPIM,Mach B, - REC�U , REAL(TESTATE AUG 24 X90 . TRANSFER TAX SIJFf 0[.K CORNY"; AUG 24 1990 EDWARD P.ROMA114E CLERK OF SUFFOLK CAUNTY _ . .. , 11125P6501� ALL that certain lot, piece or pareel of land, situate lying and being at Matt,ituck, in the Town of-Southold, County of Suffolk, New York, known and described as lot #55, Block 2 on a certain map en- titled "Map of Captain Kidd Estates", and filed in the office of the Clerk of the County of Suffolk on January 19,1949 as Map ¢#1672. This property is subject to zoning, building and health laws and regulations of the Town of Southold, the State of New Yorka nd any government agency ha-ting jurisdiction. Water supply and sewerage disposal shall be in accordance with the plans approved by the New York State Depattment of Health. So business of any kind is to be conducted on premises. No building shall be erected unless plans and specifications have been approved in writing by the seller. Subject to covenants and easements of record, if any. � 113 Y .i u) v o i �q �.. AUG 24 1990 EDWARD P.ROMANIC P E P�! CLERK OF SUF &%COUW g11EFQ1,� BUILDING DEPARTMENT - Electrical Inspector �p TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 �v • Southold, New York 11971-0959 y ,alp� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richer[(a-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION - �' - Date: - - - -- - - - -- - - -- REQUESTED BY`--' -- �/I-���-i ���- - ' Company Name: G :9 S C-7 C�-t C- Name: CJS C-L-o License No.: _ 5-79 - email: Address: o ZSOX P- IS-, S o u -T-L,0 /! / Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: UC- Cross Street: /1/'G,�7- Phone No.: Bldg.Permit#: 14 ;1�t L, _ email: Tax Map District: 1000 Section: I Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp lnformation: (All information required). Service Size (LPJ 3 Ph Size: /,D D A # Meters Old Meter# =ServiceFire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lnformation: PAYMENT DUE WITH APPLICATION � 1 Requefor Inspectio orm.As J $�1EFQLK RTMENT - Electrical Inspector N OF SOUTHOLD 8 . _ Q own Hall Anne - 54375 Main Road - PO Box 1179 o ` N 1 500hold, New York 11971-0959 Aephone (631) 765-1802 - FAX (631) 765-9502 d,29pip town.southold.n .us 7,30 APPLICATION FWELECTRICAL INSPECTION Date: REQUESTED BY:- - Company Name: e— Name: 2 Co v?rte t r L,C. License No..: _ 7� —� - email: , s 1( c� �l oL C -t Address: R v cool a/ ' S 0 Urltko t-t-7;1 t 1177 Phone No.: S t. �O JOB SITE INFORMATION: (All Information Required) Name: S � s)/-- 2� Address: $��o S00 A)P 131'-flAC14 h` Cross Street: Phone No.: S'l� -3g - � Bldg.Permit#: y at i L} email: Tax Map District: 1000 Section: Block: I Lot: f - . BRIEF DESCRIPTION OF WORK (Please Print Clearly) &6ej a,�gc Circle All That Apply: Is job ready for inspection?: YES I NO Rough In Final ' Do you ne a Temp rtificate?: (ZESJ NO issued On Temp Information: (All information required). Service Size (LP 3 Ph Size: �0O A # Meters Old Meter# fIff ew Servic' -Fire Reconnect- Flood Reconnect- Service Reconnected Undergroun - Overhead Underground'Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ^rY Request for Inspection FormAs Jurat State of California County of _ 001 NAO Subscribed and sworn to (or affirmed) before me on this day of 20 O q by M AV,42fYIJV � proved to me on the basis of satisfactory evidence to be the person(/who appeared before me. Signature 0 (Notary seal) DIANA GARZA COMM. #1794494 F ® NOTARY PUBLIC•CALIFORNIA NAPA COUNTY Comm.Expires March 28,2012 OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM The wording of all Jurats completed in California after January 1,2008 must be in the form as set forth within this Jurat.There are no exceptions.If a Jurat to be completed does not follow this form, the notary must correct the verbiage by using alurat stamp containing the correct wording or attaching a separate jurat form such as this one which does contain proper wording In DESCRIPTION OF THE ATTACHED DOCUMENT addition, the notary must require an oath or affirmation from the document p�cn v�v �, signer regarding the truthfulness of the contents of the document The document must be signed AFTER the oath or affirmation If the document was (Title or description of atta hid document) previously signed,it must be re-signed in front of the notary public during the i3 �/� k A .yam jurat process (Title or description of attached document continu(edd)), • State and County information must be the State and County where the % ���fD� document signer(s)personally appeared before the notary public Number of Pages Document Date / • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the jurat process is completed • Print the name(s)of document signer(s)who personally appear at the time of notarization (Additional information) • Signature of the notary public must match the signature on file with the office of the county clerk • The notary seal impression must be clear and photographically reproducible Impression must not cover text or lines If seal impression smudges,re-seal if a sufficient area peririrts,otherwise complete a different jurat form Additional information is not required but could help to ensure this jurat is not misused or attached to a different document Indicate title or type of attached document,number of pages and date • Securely attach this document to the signed document 2008 Version CAPA v1.9.07 800-873-9865 www.NotaryClasses.com ITECNOLOGIES ARCffiTECTIIRE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mattitnck, New York 11952 631.298.1129 fax:631.298.1128 P.O.Box 93 October 20, 2011 Southold Town Building Department P.O. Box 1179 Southold, New York 11971 Re: Building Permit # 36649 Mr. Mike Verity: Per our phone conversation, we are revising the approved Building Department set; When construction starts, the bottom of all structural members shall not be lower than 15' elevation. Fran Fria N r'— itec z gent PA) o Matti dY �; � 52 DECE � WE OCT 2 0 2011 BLDG DEPT TOWN OF SOUTHOLD Southold Town Building Department �gUFFOt�COG P.O.Box 1179 Permit#: 37785 0 y 54375 Main Road o ® Southold,New York 11971 Permit Date: 2/4/2013 • y�,olao� (631)765-1802 Expiration Date: 8/4/2014 Parcel ID: 99.4-12.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/12/2014 Applicant: MESKOURIS BROS., INC. Location: 530 SOUND BEACH DR.,MATTITUCK Work Description: RESIDENTIAL NEW CONSTRUCTION Construction of a New Single Family Dwelling; Living Room,Dining Room,Kitchen, 4 Bedrooms, 2 Baths,Powder Room, Utility Room,Pantry, Foyer, Laundry, 3 Decks, as applied for.REPLACES EXPIRED 36649 A FEE OF $1,237.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MESKOURIS BROS., INC. C/O PAD FAMILY LLC Address: P.O. BOX 1655 NEW YORK,NY 10156 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 9 � iZl �y Town 'i—ftme8 fM3�0 (4 S 53a Sound b.each4R . `}�• SGTM Pk L{T34q� X31 ; �� �5n2. ��mt� -� 347T85 fnwILtins Address 1:2-4 rt33Cvr=R1y �6 Tt 1� 1 '�; ['�i- Izou r ION vii Jv d coi re,n �-w o��pF SO!/ryOl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 igs Southold,NY 11971-0959 �l a0 ye4UMy,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Mr. Jim Meskouris, Thank You for updating your Health Department Permit. I have entered it into your file. If a project has not begun, then we cannot grant a six month extension per request. I'm sorry about the confusion. When I told you that information our inspector had not yet checked the status of your project. Being that no work had begun the request is not possible. I faxed you a copy of the renewal letter for$1,237.60 which is the required amount for you to renew your Building Permit at this time. Thank You, Tracey Dwyer J OF SO!/ryol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 1��0UNT1,a� BUILDING DEPARTMENT October 31, 2019 TOWN OF SOUTHOLD P A D Family LLC P.O. Box 630256 Little Neck, New York 11363 RE: 530 Sound Beach Drive, Mattituck TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. F Fin I Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42214-Z New Dwelling FINFLR. N F EL li E< jos ere+® Q e saws.41- c ' - a, am � I r WA rt�4o i ti ' 7T CROSSECTION SEPTIC SYSTEM ;it 1- 1000 GAL. PRECAST SEPTIC 7��NK SURVEY OF PROPERTY 6- LEACHING WT 3/NSAND SW 8c0��R 0,1'� AT MA T TI T UCK INLET,hod ABOVE GROUND WATER TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. NO ' 6,/ !I 1000-99-01-12.1 SUBSURFACE SEWAGE DISPO / `I' ti�/ ? SCALE. • 1'=40' NO TEO / bop- � L CO VERA GE; APRIL 7, 2009 SUBSURFACE SEWAGE DISPOSAL1 `7. AAA A TO TIE LINE - 16,540 sq.11. JULY 22, 20099 (drat removed! SYSTEM DESIGN / '�� t�` AF�jA TO COASTAL EROSION HAZARD AUG. 20, 2009(B.O.H.) BY# JOSEPH FISCHETTI, P.E. 515Q sq.11. AUG. 27, 2009 (LOT COVERAGE) HOBART ROAD i 1v i �� HS!(' B DECKS -01494 sq.11. SOUTHOLD N.Y. 11971 CPQ 14:.;4/5150 = 29/ (631) 765-11954 y - / Certified to: Y y James Meskouris / y Chris Meskouris , Lawrence J. Silberman, Esq. Y Lawyers Title Insurance Corporation P V'` FLOOD ZONE FROM FIRM 36103CO139 G O / OP5 TEST HOLE DATA P MAY 4, 1998. C l \ 1 o McDONALD GEOSCIENCE i COASTAL EROSION HAZARD LINE FROM Zp 0 Dov / �`,�' k,�,` f, EL s' ,�•�. il.�� Rg % � �+ � MIXED SAND AND LOAM COASTAL EROSION MAP PHOTO 59-533-83. x�- cyP `\e r, ,J ;� / ?, „ 0� P(. PALE BROhN FINE TO COARSE SAND WTH LOT NUMBERS REFER TO BLOCK 2 MAP OF CAPTAIN _ m �° 4010, �� \ _ 5� Jas GRAVEL KIDD ESTATES FILED IN THE SUFFOLK COUNTY 1�,n �,'' �J 26 F2 WATER zs CLERK'S OFFICE ON JANUARY 19, 1949 AS FILE N0. 1672. `�i iZ lily _ WATER IN PALE BROWN nNE TO COARSE SAND I am familiar with the STANDARDS FOR APPROVAL � ��,;�'�'.S'• l k4 '- ,�/' P WITH JDx °RAra AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �� �` '`�; '' �. . p and will abide by the conditions set forth therein and on the o� :f,, ' '+ �O�P,6� � CLAY '0' permit to construct. ✓ �, tii;,v `� E, j OF iVStp Elevations referenced to N.G. V D. . 0 � The location of wells and cesspools shown hereon are from field observations and r from data obtained from others. ANY ALTERATION OR ADDITION TO 7 IIS SURVEY IS A VIOLATION �� .�►Q � ' 43 74 ` A -EDUCA 77ON-LAW. -- Q". ►' '` F' - - - .-70r--SEC 170N 7209 OF THE NEW.YORK ST 7E EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS _ , . t.Uc 'NO 49618 HEREON ARE VALID FOR'THIS MAP AND N IMPRESSED COPIES THEREOF THE SURVEYOR ! ��G CONIC S SAID MAP OR COPIES BEAR 7HE IM RE , WHOSE SIGNATURE APPEARS HEREON. - ' i. (631) 5-1797 0 P.0. BOX 909 SND S AREA=16,540 SO. FT. ® � P'oP. e I�v�t'° ' 1230 TRA VELER ST( TO TIE LINE —p��P' ����c� SOUTHOLD, N. Y. 11971 09-121 HSE - FIN.FLR. EL IS Et Boa saAaE Q e Ist"AP i. 0-5. f TAW � I r QOM"MATER 2'UK G ��G CROSSECTION SEPTIC SYSLI M / - EACH/AL POOLS CxY AVDg1cA1- SEPTIC TANK -8'0 4' LIQUID,DEPTH SURVEY OF P LS 8 m 2 DEEP, WI H 3 SAND COLLAR (SW) 2 ABOVE PROPERTY GROUND WA TER A T MA TTIT UCK INLET 10, Ik1j / TOWN OF SOUTHOLD ��� SUFFOLK COUNTY N. Y. 1000-99-01-12.1 NOTE• SCALE.- 1'--340' SUBSURFACE SEWAGE DISPOSAL o00 ��� LOT ,COVERAGES APRIL 7, 2009 SYSTEM DESIGN gl . AREA TO TIE LINE = 16,540 sq.11. JULY 22, 2009 (deck removed) BY, JOSEPH FISCHETTI, P.E. `a AREA' TO COASTAL EROSION HAZARD AUG. 20, 2009(B.O.H.) HOBART ROAD /i' \��, / LINE 515Q sq.ff. AUG. 27, 2009 (LOT COVERAGE) SOUTHOLD N.Y. 1197/ HSE. 4 DECKS - 1494 sq.II. (631) 765-1�954 ��, / ��q 149415150 = 29 Certified to: James Meskouris Chris Meskouris ,✓ / �`� // I I Lawrence J. Silberman, Esq. Lawyers Title Insurance Corporation41 _ f / \oa 4L �� EBANALMAPyOji �L ON #� 3 � L FLOOD ZONE FROM FIRM 36103C0139 G �`� MA Y '4, 1998. G�P2P�0 ` /15��-E, I TEST HOLE DA TA McDONALD/OGE OSC/ENCE , COASTAL EROS/ON HAZARD LINE FROM 20 p Pfau ✓ i� ,� F�' �� x_35. COASTAL EROS/ON MAP PHOTO 59-533-83. �j a. �� �s �\;�, FF' EL s• � MIXED SAND AND LOAM `O is p P ` ``LI LOT NUMBERS REFER TO BLOCK 2 "MAP OF CAPTAIN !n2. 'j K/OD ES TA TES" FILED /N THE SUFFOLK COUNTY sr Lo / �o�Qp` `� g�� PALE ©ROkW FINE TO COARSE SAND WTH i CLERK'S OFFICE ON JANUARY 19, 1949 AS FILE N0. 1672. r JOX CARAWL ! 6 I am familiar with the STANDARDS FOR APPROVAL 4 1 \ ✓t 5 ~� WATER IN PALE BROWN FIN£ TO COARSE SAND ' AND CONSTRUCTION OF SUBSURFACE SEN✓AGE % a mTH JOX cRA�Ec DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ( ~ ,'" and will abide by the conditions set forth therein and on the ��` 1 ��a�r' / permit to construct. J' 0�e� 10• CLAY SOF NEW Elevations referenced to N.G. V.D. �®i �, Eo3�' \ ; °0� The location of wells and cesspools shown hereon are � from field observations and ZIS from data obtained from others. I �0 61 ��l'�, ��G �� 'p `ANY ALTERA770N OR ADD/TION TO SURVEY /S A VIOLATION ' ?ter -OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ` ���P EXCEPT AS PER SECTION 7209—SUdD/VISION 2. ALL CER77F/CATIONS ° HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IFc� SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR G S ' 49518 WHOSE SIGNATURE APPEARS HEREON. �� -- PYCONICS R AREA-16,540 SO. FT. (631) 765-5020X-. 765-1797 TO TIE LINE P.0. Box 909 1230 TRA VEL ER S TREE T q —6�--�ro�• ca7�ovr ( SOUTHOLD, N. Y. 11971 O�—��1 i i F"LR. EL la3 FINNED GRADE Q 9 N EL 15 BCOFfB At t- atv E fX Jow E Td t TTAW P' X� 4 OssECTION SEPTIC SYSTEM I SURVEY OF PROPERTY ,- 1000 GAL. PRECAST SEPTIC TANff A T MA TTIT UCK INLET 6- LEACHING POOLS 8'0 x 2' DEEP WITH 3' SAND (SW) COLLAR 2' ABOVE GROUND WATER T 0 WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. , 1000-99-01-12.1 s 1 SCALE: 1'='40' NOTES � � �,� ' SUBSURFACE SEWAGE DISPO �pAPRIL 7, 2009 A/ L 0 T COVERAGE' JULY 22, 20099 (drat( removed) NOTES C� nc'/ AREA, TO TIE LINE II 16,540 sq.11. AUG. 20, 20091B.O.H.1 SUBSURFACE SEWAGE DISPOSAL /'� o AREA1 TO COASTAL EROSION HAZARD AUG. 27, 2009 (LOT COVERAGEI SYSTEM DESIGN / LINE-= 515Q Sq-1h BYi JOSEPH--PISCO TTI , P.E. �`� ,� ���' HSE 4 DECKS - 1494 sq.11. HOBART R Q 1494/5150 = 29% SOUTHOLD N.Y. 11971 ��, / (631) 765-1 � 1954 • ooh �, j •;, - • _ . .- Certified to: James Meskouris %i Chris Meskouris • , / Lawrence J. Silberman, Esq. Lawyers Title Insurance Corporation C� rd --io O / P , TEST HOLE DATA FLOOD ZONE FROM FIRM 3610300139 G 5� F. / MCDONALD GEOSCIENCE oP MAY 4, 1998. � .� �"eDG &° F�'��, ° / �JS.ii• EL. 64�IJ/Da 2c tp�. fav(�� �kc f f• / MIXED SAND AND LOAM COASTAL EROSION HAZARD LINE FROM �J COASTAL EROSION MAP PHOTO 59-533-83. 1p�� Rz2 QI�p i s• � PALE BROWN FINE TO COARSE SANG INTFI 10 anQ\ L �6�, / JOX GRA Wt. LOT NUMBERS REFER TO BLOCK 2 "MAP OF CAPTAIN c a� WA zs' KIDD ESTATES" FILED IN THE SUFFOLK COUNTY �G�, � r �e Z.a CLERK'S OFFICE ON JANUARY 19, 1949 AS FILE NO. 1672. (`�,� ads 5 •� �,►� WATER IN PALE BROWN FINE TO COARSE SAND O — WITH JOX GRAM I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES the @� 1 �-�� ,� ; ' p0 1• ID' o� 1 �` +���. 9�,i ur and ditions set forth and on OF Net,, will abide by the conI 0 �j`�' c ermit to construct.- p i I • . •oo G� v�P _ Elevations referenced to N.G. V: The location of wells and cesspools shown hereon are /�; Id observations and r from data obtained from others. � 4 from fie ANY ALTERATION OR ADDITION TO /S SUR EDUCATI VIOLA Qd_LAW. N - -- `� • `SIC. 'NO 49618 -0r:SECTION 7209 OF THE NEW YORK STATE / J �G5 CONIC S ` EXCEPT AS PER.SECTION 7209-SUI�p/VISION 2. ALL CERTIFNLY IF ¢ 5-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F (631) 765- R SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Q P.0. BOX 909 S WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER ST 09_1,21 A oc n spa rtAO Qn PT - ! zwTHOLD. N. Y. 11971 l SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT - Health-Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 q� o ��a + � (631) 852-5700 OR HealthWWM@suffolkcountyny.gov 4=-( i � APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS ,- PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 ' FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: �� ��_ oo Tax Map No.: District Section Block Lot :59 0 -T Name of Current Applicant: TTel#: ffO 7 a. . Mailing Address:S.2, �,�,� �,� r '� /ae Email Address: � ��: Name of Current Agent: Tel#: Mailing Address: AlqD _ Email Address: - DATE OF ORIGINAL APPROVAL: *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required SECTION 2- FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( — I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 -1 FOR ALL RENEWALS AND TRAJN§FERS Application is hereby made to [ ] TRANSFER, [ of RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Ap licant/Agent Title 71.261-'7 DEPARTMENT USE ONLY Permit is Transferred/Renentil a ° Number of Bedrooms Approved Signature of Department Representative Date t9 - - WWM-104 (Rev. 02/12) r t Instructions Applications that received Health Department approval more than six (6) years ago and have not been inspected by the Health Department are not transferrable or renewable. The applicant must submit a completely new application package and fee, specific to the type of project being proposed. For information and forms, call (631)852-5700, email HealthWWM@suffolkcountyny.gov, or visit www.suffoIkcountyny.g_qv/HeaIth under"Documents and Forms". TRANSFERRING A PERMIT Complete Sections 1 and 4. You must also complete either Section 2 (when previous applicant/agent is available) or Section 3 (when previous applicant/agent is not available) If neither Section 2 nor Section 3 can be completed, the Permit cannot be transferred. The applicant must submit a new application package and fee specific to the type of project being proposed. A. Application fee See current fee schedule. A "Residential Construction-Single Family-Transfer" fee will be required as well as a "Residential Construction-Single Family-Renewal"fee if the permit has expired. B. If you require additional copies of the previous Health Dept. approval of the project(for Town/Village Building Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project Additional information may be required. C. If you are transferring a permit submission that has not yet received approval from this Department, please submit all outstanding items required to allow the issuance of a permit by this Department. Refer to the latest Notice of Incomplete Application and/or Notice of Non-Conformance-Residential (Forms WWM-042 & 043) prepared for your project. RENEWING A PERMIT Complete Sections 1 and 4. A. Application fee- See current fee schedule. A "Residential Construction-Single Family-Renewal'fee will be required as well as a "Residential Construction-Single Family-Transfer"fee if the permit is also being transferred. B. If you require additional copies of the previous Health Dept. approval of the project (for Town/Village Building Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If the original date of issuance is greater than six (6)years old and inspections have been conducted by the Health Department, submit this form along with a full residential permit fee, see current fee schedule If the original date of issuance is greater than six (6) years old and inspections have not been conducted by the Health Department, the application cannot be renewed. The applicant must submit a completely new application package and fee, specific to the type of project being proposed REVISIONS TO EXISTING PERMITS If you are transferring and/or renewing an application and are also making any minor modifications to the project that differ from the originally approved permit, you must submit three (3) original prints of a site plan or survey that clearly show your project revisions An additional fee may be required if the revisions or modifications are deemed to be substantial in nature. SIGNATURES MUST BE ORIGINAL. PHOTOCOPIES NOT ACCEPTED. WWM-104 (Rev. 02/12) 18-1683 01/13kk n EUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �_`� � � �;� �� �,�,,zi-�•, D OFFICE OF WASTEWATER MANAGEMENT SEP 12 2014 360 YAPHANK AVENUE, SUITE 2C ,°"--) YAPHANK, NEW YORK 11980 BLDG DEPT 631-8525700 TOWN_OF S2IW66MPLETEM-OTICE- - FINAL APPROVAL Fog. I.DENTIALlOWKLRCIAL TO: James Meskouris FILE REF,: R10-11-0035 127 Beverly Rd PROPERTY DESCRIPTION,; Douglaston, NY 11363 Your final approval cannot be processed because of the following: ®Inspections ofthesewage disposal/water supply facility []Submit certification from sewer district (S-g Forms or not completed. a uivalent a-----l....,..).._. Submit 4 prints as-built surveys/site plans with seal and ESubmit Carbon Monoxide Alarm(s)Certification(s), Form _signature, After inspections„are_completed,,, WWM-0.7.5. UAs-built surveys/site plans have measurements. Submit Design Professional Certification:..,,....-.__.___._ Form M-073 Show sewage disposal systemand s) sewer line(s) on USewage disposallwater supply facility does not conform as-built surveys/site plans, i to„approved plans!standards. Show well/water line/water supply system components UShow sewage collection/treatment system on as-built on as-built surveyslsite,plans. surve�rslsite plans. Show driveway, parking area & walkways on as-built LjWater analysis does not conform to drinking water surve-yslsite plans: _ standards, ___.. .__ Submit water line tap letter from water company or LjCovenant required for: See enclosed. district. After inspections_are completed. - XSubmit certification from licensed installer of sewage UAwaiting approval from Office of Pollution Control. _d,isposal system--After,inspections are wcompleted. HSubmitcertification from licensed well driller and water � Submit Abandonment Certification: Form WWM-080 analysis. ® Other: The permit has been extended until 7122/17. NOTE;ALTERATIONS OF SURVEYS/PLANS MUS`r BE MADE BY A LICENSED ESIGN PROFESSIONAL OR SURVEYOR ANL)BE PROPERLY CERTIFIED, PACO IE _ DOCUMENTS ANDjENCILLE ” IN GORRE, TC I CEPTABLE PLEAS ETUR E C�gyA THIS FORM WjTH YOUR RESUBMISSION. I REVIEWED BY: Matthew Gravin"a , ;cc DATE: March 26, 2014 WWM-052(Rev. 8/05) FIN LFR SCOHS Ref.• ` filo-//-003 ' EL Ig , EL /0.3 a' e GRME r I®1 rAYYM-q AP -- O'S ceirm R iE 6tA 'SEPTAC Z)T.9 S T p• TAS Q O 1 EL P-4 1CR1,,00C AL PRECAIST CYLINDRICA( SEPTIC TANK -8'0 4' LIQUID DEPTH SURVEY OF PROPERTY 6- LEACHING GROUND WATER e'm x 2' DEEPi! WITH 3' SAND COLLAR (SW) 2' ABOVE AT MA TTIT UCK INLET TOWN OF SOUTHOLD 4;1 IN`s 6 SUFFOLK COUNTY, N. Y. ). �ti ��,J/ 1000-99-01-12.1 SCALE- 1'='40' ' 1 bONOTE, . �P� L 0 T CO VERA GE► APRIL 7, 2009 SUBSURFACE SEWAGE DISPOSAL �/ a 1 00. �/ P� ARO TO 11E LINE _ 16,540 sq./l. JULY 22, 2009. (deck removed) SYSTEM DESIGN i' P �y F 0� ARL-., TO i;OASTAL EROSION HAZARD AUG. 20, 2009(B.O.H.) BY, JOSEPH FISCHETTI, P.E. �, L� / °� �, / LINT = 515;) sq.ff. AUG. 27 2009 (LOT COVERAGE) / Oct. 29, 2710 (CONTOURS ADDED) HOBART ROAD 0 1v 1 �� HSE I cT DECKS - 1494 sq.11. SOUTHOLD N.Y. 11971 ' PQ 149 ,/:x150 = 291%, JULY 7, 2011 (addllronaJ (631) 765-954 SU FOLK COUNTY DEPARTMENT OF HEALT-H,SERVICES PERMIT r"Cip A?- ? .0VA;, OF(�D[VaTr�sJC s fQt�f �Of3-l� _ r _ S114GLIZ 1'AM L-i RESIDENCE ONbf Certified to: James Meskouris / $� D � a.�- H.S. REz. NO. Chris Meskouris AipmvEU %-., - Lawrence J. Silberman, Es / �O Lawyers Title Insurance Corporation' ��' , ' , /�° �OG�� FOR MAYUMUf�9 OF AEU Opms T" EXPIRES THREE YEARS ''ROMDATE Oi"n���R®Vt�L � FLOOD ZONE FROM FIRM 36703CO139 G OTEST HOLE DATA MA Y 4, 1998. G G P,� �;�'�, / 5 ' McDONALD GEOSC/ENCE V \\'kA �P P d A ) l• . /' R-25.00' 411310.9 y2 ;:' ��. / L-35.77' COASTAL EROSION HAZARD LINE FROM '4 - tato° ���/ & % �`43FF' �� EL b MIXED SAND AND LOAM COASTAL EROSION MAP PHOTO 59-533-83. ` ?` ,�� <�Q, \ \\/ �`�' z' o�' ` PALE SRONN FINE rO COARSE SAND WTH LOT NUMBERS REFER TO BLOCK 2 MAP OF CAPTAIN 10 b h�onP e� 5. JOx GRA WL KIDD ESTATES" FILED IN THE SUFFOLK COUNTY <� )����`�o ;'`�� - ti / F�4 WAS CLERK'S OFFICE ON JANUARY 19, 1949 AS FILE NO. 1672. I I am familiar with the STANDARDS FOR APPROVAL EXCAVATION INSPECTION REQ�ffl�f� WATER /N PALE BROWN FINE r0 COARSE SAND 4 4 ` _ WiTFI JOX GRAVEL AND CONSTRUCTION OF SUBSURFACE SEWAGE � � ro I fi � ;,r ,' ,,•- �®R SAIVfi'f°A�2Y SX3'9'f?R/il DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES a B� ��-'������� �� and will abide by the conditions set forth therein and on-- __t �,% 00 61 permit to construct. of s e(s) 61(x' S`II' Be Inspected* �: '��g0• fy cur d E[,p Suffaik. Cour apt. Of Health Se � 5d F�.+�� 0 � � all . Elevations referenced to N.G. V.D. °I4,1000 � ' ' Call 852-57® , 48 Hours In ��1� ® � The location of wells and cesspools shown hereon are T® Sche �@e Inspec4an(a)o �j�'y�' G ynkfrom field observations and �IS from data obtained fro others. °' y� `� ` CE "fie ANY AL TERA 710M OR ADDI TION TO SURVEY IS A VIOLA 77ON . "--Of''-SECTION 7209 OF THE NEW YORK STATE EDUCAT70N LAW �� EXCEPT AS PER SECT70N 7209—SUJD/NSION 2. ALL CER77FICAT70NS f NO:.Ff49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F G CONIC S R a �C„ _ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR `�� WHOSE SIGNATURE APPEARS HEREON. ." (631) 765-5020 FArX��(°s�3q�)�765-1797 AREA 16,540 SQ. FT. Prop G P.O. BOX 909 _ >° ® � e l�v�-t I a^ ( / 1230 TRAVELER STREET TO TIE —C}—prop• Go7{ovr SOUTHOLD, N, Y 11971 ®� ��� LINE I i FOUNDATION LOCATION 0� LOT 55 BLOCK 2 MAP OF 141 s CAPTAIN KIDD ESTATES �+v �tP'S1 � `SCA. FILE No. 1672 FILED JANUARY 19, 1949 `�� ho• �� 00+ SITUATE 00++ MATTITUCK INLET F TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Y S.C. TAX No. 1000-99-01-12.2 SCALE 1"=40' �� NOVEMBER 5, 2018 O+ 00++ Ly AREA = 16,540 sq. ft. 0.380 ac. ray y NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM F.EL— FIRST FLOOR ELEVATION FLOOD ZONEV) 2 FLOOD N URANCERMATION RATE MAP TAKNo. 6103CO139 H R 36103CO143 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED OJi ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD(WAVE ACTION): BASE FLOOD ELEVATIONS DER7tMINED a I D NOV - 5 2018 0011°5� � ,��►1 U�LDM91g,gM TOWN OF SOUTHOLD 0 0'% ,� R=25.00' 00'P s' =35.77' PREPARED IN ACCORDANCE WITH THE MINIMUM V►� STANDARDS FO q�@RYEYS.AS ESTABLISHED •`'a, -"`64Si444►►►`'000 y •lf,� FOR SBY E E 01 R�STATE LAND �• s \ i tib ' lb APFT PIP i N .S. Lic. No. 50467 �p O1• / .y To THIS SIURVVEY ISED ALTERATION OR °F ON Nathan Orwin III `f SECTION 7209 OF THE NEW YORK STATE COPIES OF ON LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICTED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED.AND ON HIS BEHALF TO THE 0 ti TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTTTUITON LISTED HEREON,AND 1O THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727 J TU110N.CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE RIGHT OF WAYS 1586 Main Road P.O. Box 16 ' AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I t SURVEY OF _ LOT 55 I BLOCK 2 MAP OF L CAPTAIN KI DD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 OCT SITUATE MATTITUCK INLET 0 00,, � ""� TOWN OF SOUTHOLD 9F `°� SUFFOLK COU NTY, NEW YORK S.C. TAX No. 1000-99-01-12.2 �Q SCALE 1"=40' NOVEMBER 5, 2018 OCTOBER 20, 2019 FINAL SURVEY FEBRUARY 14, 2020 UPDATED SEPTIC SYSTEM LOCATION 00. SEPTEMBER 11, 2020 UPDATED SEPTIC SYSTEM LOCATION p AREA = 16,540 sq. ft. 0., 0.380 ac. If- CERTIFIED TO: P.A.D. FAMILY LLC / GOLS STAR ABSTRACT �y11 NOTES: ��� Lw, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D.&8,8, ATUM j9 Q• J� L REL- FIRST FLOOR ELEVATION .� ,tijQ ?� 2. FLOOD ZONE INFORMATION TAKEN FROM: �O N0, 4 1°°�� FLOOD INSURANCE RATE MAP No. 3610300139 H?)36- 300143 H "GZONE AE: BASE FLOOD ELEVATIONS DETERMINED �Q• �� ED PON);VEBAVELOCITY WE BASE FLOOD ELEVATIONS `e SEPTIC SYSTEM TIE DISTANCES COVER HOUSE CORNER A" HOUSE CORNER'"B��" C:::) o SEPTIC TANK (ST) C 7 OUTLET COVER 17' 13' \�° DiSTRIBUSION POOL 31' 25' J COVER DP1 6 O��O� 9A Op�� 1�ry 1> C� COVER UDP2N POOL 32' 23' � �° ��v` `Oyu FIJrURE EXPANSION 4? POOL COVER FE1 39.5' 29' FUTURE EXPANSION 43' 31' POOL COVER FE2 FUTURE EXPANSION agco ,° �� ? �� POOL COVER (FE3) 45' 35' G10 ° � ` �Fs'o �ti� LR=35.7725 7' LEACHING POOL (LP) OF' PREPARED 1 DAN E F IFi INIMUM ° -- BY THARDIA OR, Db�YS' USHED o O. 1 l7 VFj FOR Ofl9C 5R0.$�F TeI'EW�' k'pS E�D `ty�•�. �c'F , >t r SAO °a �6h /�jam, a ,� �l SUBJECT T COVENANTS& RESTRICTIONS LIBER Q °e hey �° ° ' , `P FEE2 t r(v�V�GtiI PAGE P `FEti �F� PQ�fQp (j L,= Ay CP �Ga f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR �`° �� � �P �'�°{ , sa � -S' `�''67 ASINGLE Fpk L`�riESi ENCS y�°�� `�� GyF o�` 9C �� S. Lic. No. 50467 ®ate OCT o 202 �,Sef.NO.�\0 ��1-Oc)55 � �p �ti Lathan � C®r�rin III UNAUTHORIZED ALTERATION OH ADDITION J �1• 'J TO THIS SURVEY'S H VIOLATIONWYO OF SECTION 7209 OF 1TiE NEW YORK STATE O• �, r EDUCATION LAW. Surveyor + Fete sewage di=sposal and v»ter supp�y faa��-s at We.1=11im have been c°`' ��' s Land S u r v e ®r ,.dl t .�/1h COPIES OF THIS SURVEY MAP NOT BEARING Inspected ar&or cerjsred by this OeparUna or other�agencies and found to 3�P THE LAND EMBOSSED SEAL SHALL INOT KEDBSEAL OR E CONSIDERED be wAstattory FOR A MAXIMUM QF, BEDROOMS. ^ TO BE A VAUD TRUE COPT. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS. yyyy IS PREPARED,AND ON HIS BEHALF TO THE Q TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND ��yy /+ I TO THE ASSIGNEES OF THE LENDING INSI— PHONE (631727-2090 FOX (631)727-1727 Craig Knepper, P.E., Chief ✓t�� TUT10N.CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS Office of Wastewater ivianaaPPnTHE EXISTENCE OF RIGHT OF WAYS$ AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I DO NOTE I U Cur I FACTOR TO NOTIFY THE ARCH OF AN'/ANO ALL REVISIONS DUE 10 HELD 10 'T-rN 1FNT,AN[�OR GENERAL l2 CONTRACIOR WHICH OIFFFR FROM THF y CONSTRUCT.DRAWINGS/SPECIFICATIONS. U O ,04 .l D ' I V O }N a 3: z z� 24•_2 u Um w EQ. EQ. EQ. 3' w CC E ;Iii I i yyli AIM.ACO.ROV HS S I71APILINGSPROVTOP CAFROM`PEARSON PILINNEW10`DIA.FIBERGLAS CO(TVP.ALL NEW GIRDER IIII I I �i� EQ f I z 0 } = - - - - - - -8 - - - - - ) 0 U �u III I I II w C/) Z I !! I I NI II p W EQ.' I F I I h! c l J i i 91 �{ 3:cr NF OF PROPOSED HOUSE ABOVE. Z O FAI II 0 aY U V NEW 10'DIA LfFT OFIB S PILING BYt- c-'�--y-i--!-i:-f -i r- —� Co !'X FOR CONNECTION T6 NEW Ir -t i 2 1/2'X 12'WOOD GIRDERS.MIN.BEARING O k I CAPACITY PER PILING—29,000 POULIDS. !II f I ! I I I I I PROV.ENGINEER.REPORT ON ALL PILINGS. ' I ! I ! HI - - - - - F 0- -µ 4- I1-1 .Q - i4 - - - (f� jLuI h') EQ.' _1 I II r - - - - - - - - - - ® — —@A _ I! _ IL GIRDEfl DBL 2 112`X 12`FULL 0 f 446 — —'— — IM-A O- IRDER�'-`TRF1DDUtJG PROV TOP NIF RS F PRO - _ Al I PFROM•PEARSON PJUNGtS"FOR NEW 1� ' I ' !I 1 I 10`DIA FIGLflGLAS COLUMNS- IF ALL NEW GIRDERS) E - - - - - - III 5''10 i -7= o - - - - -- - - - - - - - - - - - z csi— - ( J O !ij Ows Ow SCHEMATIC PILING PLAN GIRDER PLAN " M Ng 00 '11. � NLL NLL 16 O N -VALE. 2_F3A F?NAL MA^ 7 >^F' tt � OFFICE SET SEE Ci.CI 1ICi1 "} 4� nY �y g J, .2H.1 O PROPOSED .'s .!'.c7'��'I#*!l't.°a ''a17 PILING PLAN • �.-.�.'.� n�sc oawvnnns As Insr�t�as�m+ce. nRtl�sU��cm_HIr I.ro �I'JvC, U.l: A_O NOTE: j CONTRACTOR TO NOTIFY THE ARCHITECT ,.., OF ANY AND ALL REVISIONS MET()FIEWJ E IEN)ANI)OH L CONTRACTOR WHICH DIFFER FROMROMTHTRE h I CONSIRUCI.uRAwINGS/SYt CI—DONS C I 0 " o U I 28' w r' DECKo III q ! I — 11'-9'X 15'-O" DECK 1 1 1 1 91-WX28'-0' li I. Ilil 'i it iii ill I IIIiI IIIiI lil I it li --- DINAll II t �I lit 11' it illi �� IIIHill I M. BEDROOM II '!IIIi1 III I II I III II I'! Ijl II !! 13'-4X15'-0 ! I� I III II I I II II' lllil li (W� I Illi li I II I I Ili iii lil li!I I! I ri-711 n II i lil;I!I ! " III III !I !II' III j innl � W +3 Ilill �l ji;! jlliill� � i !II !Ij !�I !i1 Y III I I I �I II I I III I l g LIVING RM. 15'-0'X 21'-0.. I I = i I I I I I ( __ I Iil I ( I W i DINING RM. " I' j I !�' u o I BAI. ..I IIII I BEDROOM #3 W r� KITCHEN BATHROOM ROOM m III VIII !I '.ill Ill 1) ,a-0•x11--s" w I s-0 x 9-6 i III i ® I' z° cn I!I II r-rt 1IIII ii II - J PANTRY L_ I -1 � O U LAUNDRY RM. I �jl l'l,'I li III a H POWDER RM. T.. - p X�.-4Y-0. 6'-0"X 6'-3' O CQC 42'-2" I - ------- CLOS UTILITY RM. I r ! !I' j Vol X 6'-3' D", II Ft I I I f F.�.D.., I BATHROOM }� 3' I o l � 0 BEDROOM#2 ! ) I I III II I) II o FOYER 13-5"X 117-0" l m T-w X T-6" - I j II II'I, III ( 11l 0 N� jlljij :, !) I o� BEDROOM #y " I' a I� X13'-0 I � IIIII ililllll U 11 ----------------- ' I � I 0) - - i -- -- ---- = - - - — — 1 ' U$ z I I II – - - ------ ------ - _ --- _ m O U 00 i I� _ II 11 R �k I ? 0 Q>_ pW W W OK S � Wa fC W¢ W f �e /w. o¢ ¢ a 0 14'-O" — — — �,.'r' S '"���t{'� rn0 rnu 00 NO FIRST FLOOR PLAN SECOND FLOOR PLAN AREA=1,135 SQ.FT. AREA=965 SQ.Ff. _ DECK AREA=320 .FT. DECK AREA=110 SQ.F r. OFFICE SET 1"28"1 0 PROPOSED FIRST/SECOND Z[3A FTP'i/�.!rtA,l j 'q{�QMM FLOOR PLANS �ro '�.",w�;:.l.r�a No.. SEC- DECISION t' w�t��IHl,sr� lilt e�ri,�� _. A-1 t by REScheck Software Version 4.4.1 Compliance Certificate Project Title: Proposed Meskouris Residence Energy Code: 20091ECC Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 530 Sound Beach Drive Frank Notaro Frank Notaro Mattituck,NY 11952 Architecnologies Archftecnologies@yahoo.com NJ 11952 13405 Route 25,P.O.Box 93 Agent- 631-298-1129 Mattituck,NY 11952 631-298-1129 architecnologies@yahoo.com Compliance-19.7%Better Than Code Maximum UA:534 Your UA:429 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-oft rites. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • s UA Assembly Area • or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1040 38.0 0.0 31 Wall 1:Wood Frame,16"D.C. 3634 21.0 0.0 176 Window 1:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 2:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 3:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 4:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 5:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 6:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 7:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 8:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 9:Vinyl Frame:Double Pane with Low-E 34 0.300 10 Window 10:Vinyl Frame:Double Pane with Low-E 34 0.300 10 Window 11:Vinyl Frame:Double Pane with Law-E 36 0.300 11 Window 13:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 14:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 15 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 16 copy 2:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 17 copy 3:Vinyl Frame:Double Pane with Low-E 8 0.300 2 Window 18 copy 4:Vinyl Frame:Double Pane with Low-E 8 0.300 2 Door 1:Solid 30 0.300 9 Door 2:Glass 54 0.310 17 Door 3:Glass 54 0.310 17 Door 4:Glass 54 0.310 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1250 21.0 0.0 55 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Cs---- 5•�•Il Project Title: Proposed Meskouris Residence Report date: 05/25/11 Data filename:C:\AA—EMERGENCY—OFFICE—PROJECTS\MESKOURIS\Meskouds.rck Page 1 of 6 Name-Title Signature Date Project Title: Proposed Meskouris Residence Report date: 05/25/11 Data filename: C-WA EMERGENCY OFFICE_PROJECTSIMESKOURISIMeskouns.rck Page 2 of 6 REScheck Software Version 4.6.3 Compliance Certificate Project MESKOURIS RESIDENCE Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,328 ft2 Glazing Area 20% Climate Zone: 4 (5331 HDD) Permit Date- Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SOUND BEACH DRIVE MR.&MRS. MESKOURIS Charles Thomas Mattituck, NY Charles Thomas R.A. PO Box 877 jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance: Passes usi . . Compliance 2.1%Better Than Code Maximum UA 389 Your UA 381 Maximum SHGC, 0.40 Your SHGC- 0.24 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 Assembly I or Cavity Cont. 1.11-Factor UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,150 21.0 0.0 0.044 51 Wall 1: Wood Frame, 16" o.c. 1,323 21.0 0.0 0.057 60 Window 1:Wood Frame:Double Pane with Low-E 252 0.310 78 SHGC: 0.29 Door 1: Solid 21 0.400 8 Wall 2:Wood Frame, 16" D.C. 1,224 15.0 0.0 0.077 75 Window 2: Wood Frame:Double Pane with Low-E 252 0.310 78 SHGC. 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 1,178 49.0 0.0 0.026 31 Compliance Statement. The proposed building design described here is consister�uv 'thrt gilding plans, specifications, and other calcyllations submitted with the permit application.The proposed buildi S e0gnd �, eet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem is lis ® E—S pgection Checklist. M. �� ! ame- Ile Signature Project Title: sSii a�9 Da e Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS Report date serrs F ed D cuments\REScheck\MESKOURIS MATTITUC1�0� / Page 1 of19 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section =" pians Verified Field Verified # . Pre-Inspection/Plan Review Complies? Comments/Assumptions SiReCi:ID` ;Value Value- 103.1, alue -103.1, ;Construction drawings and i -; ,. j❑Complies 103.2 documentation demonstrate I,�' ,' ` � ` ', _ ;- ❑Does Not [PR111 I energy code compliance for the Not Observable building envelope.Thermal r" °__ •�` ''' `�❑ v '.`, ;envelope represented on E ._ " 1❑Not Applicable construction documents. e° = �kp. .��,n.i A 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 I energy code compliance for 3 [PR3]1 ;energy and mechanical systems. _ _ ;.a`�, - $❑Not Observable ; ;Systems serving multiple ;` �'., �� - ❑Not Applicable "dwelling units must demonstrate _ ;compliance with the IECC ; = � ;Commercial Provisions. 302.1, !Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.7X' ]sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not 3 [RR2]2I ion loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ; rya iso a,�IManual J or other methods i Btu/hr Btu/hr approved by the code official. ❑Not Applicable I , Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 2 of 9 sktion, # Foundation,finspection. Complies? Comments/Assuinptioois' &�Req.lD _ , 303.2.1 'A protective covering is installed to ;❑Complies ,[FO11]2, =protect exposed exterior insulation I❑Does Not and extends a minimum of 6 in. below ❑ grade. ; Not Observable; ( :❑Not Applicable X403.9, -"Snow-and ice-melting system controls; [' ❑Complies ; O'1:2]2' installed. :❑Does Not 01 ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ,,2,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 3 of 9 'Section Plans Verified Field Verified." # Framing,/,Rough-ln lnspection: aValue -. Value: , ; � ,'Complies? �Corairrients/Assumptions, &'Iteq.113 , . 402.1.1, 1 Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FR111 � ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values 402.3.3, ❑ 402.3.6, ' Not Observable 402.5 :❑Not Applicable [FR2]1 ! 303.1.3 ;U-factors of fenestration products ;y, s"� _2�❑Complies ; [FR4]1 !are determined in accordance '' ' ,' ,°��. `° � .' °=1° �'`_ ❑Does Not !with the NFRC test procedure or U f ,=. nn i❑Not Observable taken from the default table. a. i t . __ .__ „ `,,J❑Not Applicable 402.4.1.1 i Air barrier and thermal barrier ``ti~= „ " ' °, ❑Complies [FR23]1 I installed per manufacturer's .,ti. ❑Does Not instructions. ❑Not Observable ; I X,r ❑Not Applicable 402.4.3 ;Fenestration that is not site built .°' ❑Complies [FR20]1 hs listed and labeled as meeting `w' _'� ;°� '� '� '� �` A11. ON ❑Does Not AAMA/WDMA/CSA) 101/I.S.2/A440 ' 4. _ e -, ;.r. ,s f,e_ „ .et ,>"_) or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ° �: = z, ° w� ." ❑Not Applicable limits. . :�� ; . ! :402:4x5.1 IC-rated recessed lighting fixtures "g' ,.,❑Complies '[FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm a leakage at 75 Pa. " �' J❑Not Observable ; rpp ,a ❑Not Applicable 403.2.1 Supply and return ducts in attics }r;e `. �` n` - , � °i❑Complies [FR12]1 !insulated >= R-8 where duct is � ' ' "❑p 1 � `� - oes Not j>= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and {return ducts in other portions of - ° , � _° �`. -' � :❑Not Applicable ithe building insulated >= R-6 for diameter>= 3 inches and R-4.2 ,` ;for< 3 inches in diameter. 403.3.3.5 'Building cavities are not used as 10complies ,[FR15]3. .!ducts or plenums. ❑Does Not E ! k ,. ❑Not Observable "Z r,❑Not Applicable ��, `403.W HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17F above 105 °F or chilled fluids ! ;❑Does Not below 55 °F are insulated to zR- E QJ ; ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ',� _ � '' Z �,❑Complies [FR2411 piping. ❑Does Not ❑Not Observable I y _ ❑Not Applicable 403.5.3.; !Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]2 , z , R-3. ! ;❑DoesNot 4;,M ,<<, ,, ; ;❑Not Observable j 1 ❑Not Applicable 403.6 Automatic or gravity dampers are . ❑Complies "w ', [FR19]2;�' jinstalled on all outdoor air ❑Does Not jintakes and exhausts.' ❑Not Observable ; ❑Not Applicable 11 High Impact (Tier 1) 2, Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 4 of 9 Additidnal Comments/Assumptions: 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) I-,,3,',l Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 5 of 9 Sectip Plans Verified ° Field Verified # �Cnsu9ation`lnspectioro�:` w —Complies? _ . :Comments%Assumptions & Req.ID Value 'Value' _ 303;1 „ °,jAll installed insulation is labeled k ` fir ; '; ❑ Complies [IN13]2 )or the installed R-values ❑Does Not provided. ❑Not Observable '❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood T❑Does Not ;table for values. [IN1]1 ❑ Steel E] Steel ;❑Not Observable ` ;❑Not Applicable ❑Complies 303.2, ;Floor insulation installed per "°°� •,' '.,, _� 402.2.7 :manufacturer's instructions and d❑Does Not [IN2]1 !in substantial contact with they ;underside of the subfloor, or floor ❑Not Applicable ".� '❑Not Observable ,framing cavity insulation is in Aga , !contact with the top side of !sheathing, or continuous !insulation is installed on the `' • =.:�,�, ';, � r '• � , underside of floor framing and i'�•° !extends from the bottom to the H 4 i !top of all perimeter floor framing members. { 402.1.1, !,Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ',❑ Mass ❑ Mass !❑Not Observable [IN3]1 ;exterior,the exterior insulation rJ ;requirement applies (FR10). ;E] Steel E] Steel ❑Not Applicable 303.2 jWall insulation is installed pera�a,' ,❑Complies ; [IN4]1 !manufacturer's instructions. - � ��' T' i❑Does Not , -, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 6 of 9 Section Plans Verified Field Verified f # Final Inspection Provisions Value Value Complies? Comments/Assumptions ,,&'Req,.ID w 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, i❑ Steel I❑ Steel :❑Not Observable 11 402.2.6 [Fill' I ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ,` ❑Complies ; 303.2 manufacturer's instructio "]]Does Not [FI2]1 Blown insulation marked everyn "' 300 ft2. . 1❑Not Observable "-E]Not Applicable 402.2:3;.F I Vented attics with air permeable _"TIComplies ; [FI22]2 insulation include baffle adjacent ` , '❑Does Not to soffit and eave vents that extends over insulation. 'JE]Not Observable ; s [ I❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 i insulation >_R-value of the I❑Does Not j adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 `ach in Climate Zones 1-2, and 1❑Does Not <=3 ach in Climate Zones 3-8. 1 ;❑Not Observable ; j❑Not Applicable 402.4:2 ,I Wood-burning fireplaces have ' ,° ❑Complies [FI8]2 °:° Might fitting flue dampers and ❑Does Not �outdoor air for combustion. , ❑Not Observable ; ❑Not Applicable 403.2.3 1 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 1 cfm/100 ft2 across the system or ; ft2 ft2 :❑Does Not i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable ;tests,verification may need to ; :❑Not Applicable occur during Framing Inspection. 403.3.2 'Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 ;determine air leakage with ; ftz ft2 ❑Does Not leither: Rough-in test:Total I I ;leakage measured with a I ;❑Not Observable ; pressure differential of 0.1 inch I ; ;❑Not Applicable iw.g. across the system including i ;the manufacturer's air handler :enclosure if installed at time of ;test. Postconstruction test.Total j leakage measured with a 'pressure differential of 0.1 inch ,w.g. across the entire system I I I including the manufacturer's air I handler enclosure. : I 403.3.2.1 ;Air handler leakage designated '. n �I,❑Complies [FI24]1 !by manufacturer at<=2%of , 1❑Does Not :design airflow. e � ` � - ❑Not Observable 1 _ � '• - ~; ❑Not Applicable 403.1.1 Programmable thermostats i ,° ' _ .-'❑Complies [FI9]2 installed for control of primaryt pQ i❑Does Not I Iheating and cooling systems and , :°`,` ' initially set by manufacturer to ; �❑Not Observable ; 'code specifications. ❑Not Applicable 403:1:2• Heat pump thermostat installed T .° ❑Complies [F110]2 ]on heat pumps. ' �" ❑Does Not i❑Not Observable -J❑Not Applicable 1 High Impact(Tier 1) .2,, Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 7 of 9 ,.Section, _ ':� . -_ .;.._.•„.. „. ,._, �, - , ,. ,, ;.-. ., - „ ;,. • s-.,,°.. ,a �„ „„ ,, Plaris"Verified' ;"'Fileld",Verified #" Final Inspection."Provisions Complies?' Conini nts/Assurnpti`ons� & Req.IDr Value �ialue 403.5.1 ;Circulating service hot water "?❑Complies systems have automatic or � �.��,. °� = � .;-__ �� �_ , ❑Does Not j accessible manual controls. = ? r of P []Not Observable ; .z,�<�` , �' - a"� ❑Not Applicable r ,4s03.6.1, 'AII mechanical ventilation system ' „. � `" "` 'iy❑Complies [FI25"]:� Ifans not part of tested and listedn „ ❑Does Not • 1HVAC equipment meet efficacy I e. eg� ` 1,and airflow limits. �, ., m`� '�� "' _� ❑Not Observable ; - 'I❑Not Applicable ;Hot water boilers supplying heat ❑Complies [17I26j2 through ane-or two-pipe heating ;°` • ��," ,l❑Does Not ;systems have outdoor setback ' °"��t'a�'” ,',� `..I �`' ;control to lower boiler water _ ' „ `r`❑Not Observable ; °,;temperature based on outdoor ` , �' �°n „�`��.' '. y ❑Not Applicable temperature. ;Heated water circulation systems ❑Complies [FI28]:2have a circulation pump.The _ � � •' , , ❑Does Not "Isystem return pipe is a dedicated a return pipe or a cold water supply, ' `," .❑Not Observable •= , pipe.Gravity and thermos- „yeAry° 4,-.' _: =a❑Not Applicable jsyphon circulation systems are �p not present. Controls for � :„ 7 ,= 4 circulating hot water system pumps start the pump with signal 4for hot water demand within the r I occupancy. Controls n, �. ;automatically turn off the pump " ', 'when water is in circulation loop �is at set-point temperature and no demand for hot water exists. 4035'A.'2•jElectric heat trace systems =k. �" °�� ❑Complies [F,1291? comply with IEEE 515.1 or UL ❑Does Not ±515. Controls automatically ` ❑Not Observable iadjust the energy input to the Sr.., r v 1 heat tracing to maintain the ��„ e� �, �'' �� "o��❑Not Applicable -desired water temperature in the piping. 403.5.-'2 j Water distribution systems that ,aR �,_ ; �, �.❑Complies [F130ji"' i have recirculation pumps that ": .,4 a "" ”"°°'�'''❑Does Not pump water from a heated water nsupply pipe back to the heated � ��'°"```o "' �'�,�b;°°"�'�'� ;;�;' .n ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a ; demand recirculation water : a , 'system. Pumps have controls �� �'" that manage operation of the = ��.°` • '`'l p, ,I pump and limit the temperature AT=•" 1-- ii of the water entering the cold water piping to 1001F. 403.5"'4 "Drain water heat recovery units ❑Complies ; [FI31]? B55.1. Potable water-side in accordance with CSA ,, �(, v;° :"er�' ❑Does Not " I "i'' �w, -, r pressure loss of drain water heat ❑Not Observable , � recovery units < 3 psi for ❑Not Applicable _individual units connected to one ;or two showers. Potable water- ;side pressure loss of drain water �- J heat recovery units < 2 psi for [individual units connected to rx1111'1 ,11,three or more showers. 404.1 ;75%of lamps in permanent ; 'a__� x . Via.❑Complies [FI6]1 fixtures or 75%of permanent °�•` ����ro.,�`�_ � , _ t� 3=� �a��• Does Not ; ;fixtures have high efficacy lamps. ;t I Does not apply to low-voltage °,° ; " ,�,,, ,)❑Not Observable ; �'���' '; A „�� ;lighting.„ - ❑Not Applicable 11 High Impact (Tier 1) 2,s Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: MESKOURIS RESIDENCE Report date: 12/01/17 Data filename: C:\Users\Fred\Documents\REScheck\MESKOURIS MATTITUCK.rck Page 8 of 9 ` ' Sbct -Value alu ElComplies 404.1A 'I Fuel gas lighting systems have E]Does Not [0,123)3� !no continuous pilot light. "'i, Observable E]Not Applicable Ii nce certificate posted. oes Not E]Not Ob! E]Not Applicable ElComplies !rnechanical and water heating E]Does Not systems have been provided. '[]Not Observable AddUtionaUCommmnentm/Aasummptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3)Project Title: MESK0UR]SRESDENCE � � Reportdate: l2/0l/I7 Data �|ename: C�Users\Fred\Docunnents\RESchecN�1ESKDU0SK4/��lTUCK.rck Page Quf 9 2015 IECC Energy Efficiency Certificate 'Insulation,Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.29 Door 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 25'-0" F.qzz L� ) 60, 8'-0" 8'-0" 8'-0" 6' 2'-6" 6' y. 12"0 SONO TUBE ON � .�' ARCH ITECT 24"x24"02" FOOTINGS y MIN 36 BELOW GRADE (MUST BE VIRGIN SOIL) (2)2"x10" ACO RIM JST. r , r , r � , REVISIO DESCRIPT ION (3) X122 CQ GIRDFR �— L I- 11 I I I I LI- 11 I I LI- 11 I I I I LI.� —IIJ I I I i l l l l l II I II 00 I � I I I I i l l l l l l l l l l l II I II LID (0 I � I I I I I I I I I I I I I I I I II TYPICAL FLOOR CONSTRUCTION 0 1 r —I-, 11 7/8" TJI FLOOR JOISTS 0 16"O.C. 00 I I p I I I I I I I I I I I I I I I I I —II W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION II I I I I I I d I "x16" SMART VENTS x — AX 12" ABOVE ADJACENT _L_—_-� 18'-0" T.O. FIRST FLOOR 5/4"x4" MAHOGANY DKG. RADE 2"x10" ACQ JST. � � �2" X 112" ACQ LEDG�BD I 1 (3) 2X12 ACO GIRDER PROVIDE 5/8" TYPE "X" GYP. BD. ON CEILING' EILIN I I — AS PER IRC 2015. CODE 2"x6' ACO SILL PLATE I BEAM POCKE TERMITE SHIELD, SILL SEALER, I I T)PICAL. 5/8" DIA. ANCHOR BOLTS I ( - 026"-0" O.C. 10" P.C. FOUNDATION WALL W/(2) #5 BARS TOP & BOTTOM I I I 6"X6" ACQ POST ON 10"x20" P.C. FOOTING _ I 10'-111" 12'-41" I 12" WIDE X 36" DEEPc. SEE DETAIL SHT FOR HOLD DOWN W/(2) #5 BARS CONTINUOUS I 1�' 10 IPC PAD FOR STAIR LANDING CONNECTIONS I o p PROPOSED GRADE ELEV 8.0' PROPOSED SLAB ELEV 8.5' I I + I I •-- 3 1/2" STANDARD STEEL ~ c) O 4" POURED CONCRETE SLAB WITH 6X6 / 1OX10 WWM I I PIPE COLUMN ON 30"X30"X15" I I nn,� O Fj 12"0 SONO TUBE ON I OVER 6" MIL. POLYETHLENE VAPOR BARRIER ON WELL I DEEP POURED CONCRETE FOOTING. (TYP) L 24"x24%12" FOOTINGS M COMPACTED POROUS FILL o MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) FOUNDATION WALL < W/(2) #5BARS TOP & BOTTOMON �� I W W/(2) #50B RS CONTINUOUS a I I ' I s T Y P I C A L W A L L S E C T 1 0 N I I U+ 1 SCALE: 1/4" = 1'-0" ( r I I z I I ( ( I I = L J I I I— v N ' I 11 " TA (360) JOISTS 0 R-21 INSULATION " OC, I 11 w R-21 INSULATION N I I O I I o F- I F7_ � STORAGE I Q FLOOR SHEATHING NAILING AT 6" OC fr I I (NO MECH SYSTEMS) I i � � W PROPOSED SLAB ELEV 8.5 I 00 it MAX ON CENTER TO JOIST WITH HOLD-DOWN I PROPOSED CLG HT 8'-7" z HOLD DOWN I I Q 1 I I 3'-7 O O STAGGER FASTENERS (TENSION DEVICE) I L J P OVIDE 5/8" TYPE "X" GYP. 8D. ON CEILING I $„ f— Q IN 2 ROWS I I PER IRC 2015. CODE Q ^ i I TLAG SCEWS o ( - I U POINT LOADS FROM A13 N z X I SORDID BLOCK TO i' - r -I LJ 0 0 o GIRDER 00 N 3'-0" I I I I m O 0 0 0 o L 2" 1 '-6" O DECK JOIST FLOOR JOIST I I I - -I- 1 IJ Ld Q z 12" IDE X 36" DEEP PC AD FOR STAIR LANDING I 4" POURED CONCRETE SLAB (— I 2'1X8" ACQ J T, a MIN WITH 6X6 / 10X10 WWM OVER 0 16" 0. ¢ p O 0 6" MIL. POLYETHLENE VAPOR BARRIER I bC_ �e MAX L2"X12" LEDGER x-3/4" MIN - - I I ON WELL COMPACTED POROUS FILL ( I I I I — — ,X 1 O O N ((� L J I I I Iv � cn DECK LEDGER CONNECTION TO BAND JOIST DECK LATERAL LOAD CONNECTION _ r PER TABLE R507.2 PER R507.2.4 FIGURE R::,07.2 .3(1) — I I — ui )/2" DIA. LAG SCREW WITH Y2" MAX SHEATHING MIN OF 2 TENSION DEVICES WITHIN �- — — I I CICO I L— J (JOIST SPAN OF 8'-6") ON-CENTER SPACING OF FASTENERS 24" OF EACH END OF DECK. �xLh � — — I .I I IS 18 OC MAX. EACH DEVICE SHALL HAVE AN ALLOWABLE (TIP OF LAG SCREW SHALL FULLY EXTEND BEYOND INSIDE STRESS DESIGN CAPACITY OF NOT LESS r — — I Mo — — — — — — — FACE OF BAND JOIST) THAN 1,500 POUNDS. I- — — I ami II II PLACEMENT OF LAG SCREWS IN DECK LEDGERS AND BAND JOISTS PER TABLE R507.2.1 -T- _ I 11'-10" ( I —I— X 2 I"" A-CEDGER BD LII— �' I D I I 0 o II I I ail 1 1 1 1 1 1 1 � I I IIS II oil I I I I I I I I I II II I I D DETAILS rll— I N I I r �I I Ir I® Lfl 1 SCALE: 1/4'$ = 1 -0 1 3 2X17- ArGIRLR11 L J — — — A =741 LI L _2)2"x10" ACQ RIM JS1L — — — — 3-11�Le" AAI HFQDEB — — FLUSH IN FLOOR JSTS 12°0 SONO TUBE Charles M . Thomas 24"x24"x12" FOOTINGS 9070 O.H. DOOR MIN 36" BELOW GRADE DE (MUST BE VIRGIN SOIL) —4" 6'-4" V-4' 2 - 8"x16" SMART VENTS IN DOOR MAX 12" ABOVE ADJACENT a r C h I t e C t 14'-6" 2 —1 9'-3"M.O. 2'-1 " GRADE AND INTERIOR SLAB PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 3'-0" 11'-6" 13'-6" PROJECT P F 0 U N D A T 1 0 N P L A N 1 SCALE: 1/4" = 1'-0" DATE: 10/2/17 PROJECT No. DRAWING BY. C.M.T. CNK BY. DWG No. �- 001 -F00 1 OF 2 THESE DRAWINGS AND ACCOM'ANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11iT 25'-0" 3'-0" ep ' N't ARCHITECT 12"0 SONO TUBE ON 24"x24"x12" FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) (2)2"x10" ACO RIM JST. r , flo , r REVISIONS TE S C R I P T I O N (3) X12 CQ IRD R —� FF L I- 11 I i l l LI- 11 I I LI— �I I I I I _11_j I I I I I I I I I I � I 11 I � I I I I I I I I I I I I I I I I I I II TYPICAL FLOOR CONSTRUCTION ,0 1 --I, 11 7/8" TJI FLOOR JOISTS ® 16"O.C. bo W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION I I N I I I I I I "x16" SMART VENTS x AX 12" ABOVE ADJACENT L — J 18'-0" T.O. FIRST FLOOR 5/4"x4" MAHOGANY DKG. RADE I I I 1 1 I 2"x10" ACO JST. �X 112" ACq LED— -- I 1 �_ _L (3) 2X12 ACQ GIRDER L PROVIDE 5/8" TYPE "X" GYP. BD. ON CEILING' EILIN AS PER IRC 2015. CODE 2"x6" ACO SILL PLATE 1 I I BEATMPPO LKE TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS 1 I 1 I — @26"-0" O.C. — 10" P.C. FOUNDATION WALL I I I W/(2) #5 BARS TOP & BOTTOM 6"X6' ACQ POST ON 10"x20" P.C. FOOTING I 10'-111" 12'-41" ( 12" WIDE X 36" DEEP SEE DETAIL SHT FOR HOLD DOWN W/(2) #5 BARS CONTINUOUS ( 10' 10' I PC PAD FOR STAIR LANDING CONNECTIONS PROPOSED SLAB ELEV 8.5' C) PROPOSED GRADE ELEV 8.0' I I r + C)t>� ti � 3 1/2" STANDARD STEEL I 1 1 C c L 4" POURED CONCRETE SLAB WITH 6X6 / 10X10 WWM 1 PIPE COLUMN ON 30"X30"X15" � a pj OVER 6" MIL. POLYETHLENE VAPOR BARRIER ON WELL I DEEP POURED CONCRETE FOOTING. (TYP) L I � 0 0 12"0 SONO TUBE ONcn 24%24%12" FOOTINGS iM COMPACTED POROUS FILL I I J 1 e- t MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) I p� I v O 0 10" P.C. FOUNDATION WALL < �p 1 W/(2) #5 BARS TOP & BOTTOM 0 I FOOTING W/(2) #5 BARS CONTINUOUS 11 ' I U rs- T Y P I C A L W A L L S E C T 1 0 N I I + 1 SCALE: 1/4" = 1'-0" I r 7 I I I I I 1 LI--I W L_ J I 1 v N 11 " Tj (360) JOISTS 0 " OC, 11 7/8 16" Oc. I o I I R-21 INSULATION I " R-21 INSULATION TJI (360) JOISTS I OPor - 1 I I I cn F= 0 1 I 1 STORAGE I zQ (NO MECH SYSTEMS) I 1 —I W U) FLOOR SHEATHING NAILING AT 6 OC 1 �— —, I I � 00 MAX ON CENTER TO JOIST WITH HOLD—DOWN 1 1 PROPOSED SLAB 8' 6.5' I I � z .. PROPOSED CLG HT 8'-7" HOLD DOWN I I L_ 4 I I 3'-7 C u (TENSION DEVICE) , I P OVIDE 5/8" TYPE "X" GYP. BD. ON CEILING I I— Q O STAGGER FASTENERS I TPER IRC 2015. CODE Q O IN 2 ROWS I I I I 6' pU) = 7LAG SCEWS O I I POINT LOADS FROM I r I 1 s z ABOVE (TYP) M fr Q N Z X ® I SOLID BLOCK TO I I — r I If 0 0 o N - GIRDER o0 — O LLJ O 0 0 0 0 3 0" I I I 1 W " '—C" p DECK JOIST FLOOR JOIST I If— I — I cj � z T�, 2 1 6 12" IDE X 36" DEEP 1 (n Q PC AD FOR STAIR LANDING I 4" POURED CONCRETE SLAB I 2"x8_' ACQ J T. 0 CC MIN / I I WITH 6X6 / 10X10 WWM OVER ® 16" 0. ¢ _O O G 6" MIL. POLYETHLENE VAPOR BARRIER MAX �2r1X12" LEDGER 3/4" MIN — — I I ON WELL COMPACTED POROUS FILL I I I I I x IO D 1 L J I I IM u DECK LEDGER CONNECTION TO BAND JOIST DECK LATERAL LOAD CONNECTION L — — 1 PER TABLE R507.2 PER R507.2.4 FIGURE R507.2.3(1) — — 1 1 1� - 1 — I Lu Y2 DIA. LAG SCREW WITH Y2» MAX SHEATHING MIN OF 2 TENSION DEVICES WITHIN — I I �� I M° I I L_ J (JOIST SPAN OF 8'-6") ON—CENTER SPACING OF FASTENERS 24 OF EACH END OF DECK. — I x0 IS 18" OC MAX. EACH DEVICE SHALL HAVE AN ALLOWABLE I Q (TIP OF LAG SCREW SHALL FULLY EXTEND BEYOND INSIDE STRESS DESIGN CAPACITY OF NOT LESS r – – I I M0 – – – – – – – FACE OF BAND JOIST) THAN 1,500 POUNDS. r PLACEMENT OF LAG SCREWS IN DECK LEDGERS AND BAND JOISTS PER TABLE R507.2.1 X 12"" ACCI LEDGER BD ' LII— �' I dol I I I I I I I I IIS II II I I o-1 1 1 1 1 1 1 III 111 II D DETAILS II I to®I 1 1 1 1 1 1 III 111 III 3 12X121 ACQ' GIRd R 1 SCALE: 1/4" - 1 -0 4 �_r � 11 L J – – –L )2•'x10" ACQ RIM JS1L — — — — 3=11-718"KAI -LEADER- FLUSH LEADE -FLUSH IN FLOOR JSTS SONO TUBE Charles M . Thomas 24%24%12" FOOTINGS 9070 O.H. DOOR MIN MIN 36" BELOW GRARA DE (MUST BE VIRGIN SOIL) , '-4" 6'-4" 1'-4' 2 - 8"x16" SMART VENTS IN DOORMAX 12* ABOVE ADJACENT i ^ } 2'-1 " 2'-1 " GRADE AND (INTERIOR SLAB a r C h ` e c t 14'-6" 9'-3"M.O. PO BOX 877 JAMESPORT, NY 11947 (031) 727-7993 3'-0" 11'-6" 13'-6" PROJECT P F 0 U N D A T 1 0 N P L A N 1 SCALE: 1/4" = 1'-0" DATE: 10/2/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. W-Foo - 00 1 OF 2 mill THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND'THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. � I D ./ I n 111 "fi r t. Fad ✓' yn� U � "i � �1�Bj l '�. 8 2018 ARCHITECT r' PROV. CONT. "COBRA" RIDGE VENT PROV. CONT. "COBRA" RIDGE VENT TO'v I'N'0.al 500;IHOLi) _ (TYPICAL ALL RIDGE AND HIPS). (TYPICAL ALL RIDGE AND HIPS). TOP OF RIDGE '�-`�' TOP OF RIDGE - REVISION D E S C R I P T ION / \ PROV. "LIFETIME" "GAF"ASPHALT / \ - PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) _ ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) - _ OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOMLAYMENT ALONG EDGE OF ROOF UP 2'-0" (TYPICAL) TOP OF 2ND FL. C.J. 1 - EDG OF ROOF UP 2,-0" (TYPICAL) TOP OF 2ND FL. C.J. -- ALL ROOF SECTIONS). ® _ ALL ROOF SECTIONS). _ PROV. 5/4" X 6" "VERSATEX"TRIM & ' _ "VERSATEX" CONT. EDGE TRIM. CONT. EDGE TRIM. � - _' PROV. 5/4"X 6 6" "VERSATEX"TRIM & FILL ALL NAIL HOLES AND APPLY 2 T - - FILL ALL NAIL HOLES AND APPLY 2 — — — 4 — _- — COATS "BENJAMIN-MOORS" PAINT I COATS "BENJAMIN-MOORE" PAINT -� PROV. WINDOW STOOLS (TYP. ALL) -� TOP 2ND. FL. WINDOWS - - PROV. WINDOW STOOLS (TYP. ALL)OP 2ND. FL. WINDOWS _ � IO _ _ U -_ _ IMPRESSIONS BY CERTAINTEDED" PROVIDE 5" EXPOSURE - "CEDAR TYP. ALL). i;;, ,� -= IMPRESSIONS BY"CERTAINTEED" OR APPROVED EQUAL. ( / --• i / OR APPROVED EQUAL. P. AL 9 A , /,i, ' 5/4" X 8" "VERSATEX"TRIM BD. .I.F. Q , - - 5/4" X $" "VERSATEX"TRIM BD. I.F. FILL ALL NAIL HOLES AND APPLY 2 - FILL ALL NAIL HOLES AND APPLY 2 JL I„ _ Q' %.% % ,; COATS "BENJAMIN-MOORS” PAINT61-811 % / %% j _ COATS "BENJAMIN-MOORE" PAINT /r 6 -811 OR APP. EQ.(TYP. EXPOSED SIDES) I _ OR APP. EQ.(TYP. EXPOSED SIDES) PROV. "VERSATEX" CROWN TRIM _ "VERSATEX" CROWN TRIM TO MATCH EXIST. (CONTINUOUS TO M I TO MATCH EXIST. (CONTINUOUS BAND AROUND ENTIRE HOUSE. _ BAND AROUND ENTIRE HOUSE. i PROV. CUT 2"X 10" SUB-FASCIA TOP OF SECOND FL. p p ❑ 5/4"X 8" "VERSATEX" FASCIA BD. TOP OF SECOND FL. 12 13 PROV. CUT 2"X 10" SUB-FASCIA — — _ — — — — — — — — — 5/4"X $" "VERSATEX" FASCIA BD. — — — - — — — — — — — — — — FILL ALL AIL HOLES AND APPLY 2 -� ' % — — — — — — — — — — — COATS "BENJAMIN-MOORS" PAINT 32611 1 I _ _ _ _ _ _ COATS NAIL ROLES AND A PAINT _ FILL ALL NAIL HOLES AND APPLY 2 s.. OR APP. EQ.(TYP. EXPOSED SIDES) OR APP. EQ. V. F� - DE 000, 6"WHITE ALUMINUM GUTTER AND - 6"WHITE ALUMINUM GUTTER AND �- r.,,, LEADERS. (TYPI AL ALL AREA ). , , - LEADER (TYPICALA TOP OF 1ST. FL. WINDOW I ///r, %%, '%/moi :::?/i I 1 %i';,,'- Ooii I TOP OF 1ST FL WINDOW %%i �:%" !%%//%%% k-7- PROV. B / , PROV. CONT. "VERSATEX" BEAD , /, BD. SOFFIT W/SCREENED 1"VENT „ % PROVE AD i ,, %.; // %/;,. PROV. 10 W. X 10 W. SQ. STRUCT. , , % %.:: , > I �- BD. SOFFIT W/ CREEN EDB"VENT PROV. -101,W. X 10"W. SQ. STRUCT. I / % // I �- %. r // I (TYPICAL ALL AREAS) I 7 / j jj j/ FIBS—iLASS COLUMN W/ RAISED - 1 � '! 'i /i Addllll jFIBERGLASS COL MN, W/ RAISED / � I (TYPICAL ALL AREAS) x BA E. PAINT VV 2 COATS „ i , ,r. PNL.S & BASE. PAINT W/2 COATS %PNL.S E S / r , /„ I PROV. 12 SQ. STRUCTURAL FIBER- , I ( / -✓ - „ ,/, Iq „/ BEIM MOORS SEMI-GLOSS COLOR g / g / I 5/4 X 8 VERSATEX” CORNER BD. BEN-MOORS SEMI-GLOSS (COLOR j GLASS COL. W/RAISED PANELS 9 ( j -T.B.D.) (TYPICAL ALL (5) COLUMNS) / i,, W 1 BACK BANDPICAL ALL . T.B.D. PICAL ALL 5 COLUMNS j D,.,. (N ) (T' O ) � , I I I ALL SIDES. PROV. 3 COATS BEN.- / / j % ,;� FILL ALL / 1 11 % i / %,�/ j/ / � � NAIL HOLES AND APPLY 2 61-811 u .,i !/•.: %.� MOORS EXTERIOR PAINT FINISH. 6 -s .� /% �/ .r / -;�ll „ / / / / / jj / % / i s COATS BENJAMIN-MOORS PAINT Oar �; ' �/, % (TYPICAL ALL AREAS.) I OR APP. EQ.(TYP. EXPOSED SIDES) IT JUL. 2 RAISEDVERSATEX„ BAND OVER. + I 5/4”X 12"W. "VERSATEX" BAND W/ I I 2" RAISED "VERSATEX" BAND OVER. 5/4" X 12" W. "VERSATEX" BAND W/ FILL ALL NAIL HOLES AND APPLY 2 TOP OF FIRST FL. T 1 FILL ALL NAIL HOLES AND APPLY 2 ye.ay' TOP OF: FIRST FL. COATS BENJAMIN-MOORS" PAINT ys.ai _ — p _ _I COATS BENJAMIN-MOORS„ PAINT ❑ — — — OR APP. EQ.(TYP. EXPOSED SIDES) I FIRST FL. O OR APP. EQ.(fYP. EXPOSED SIDES) 1 I FIRST L. PROV. CONT. FLASHING ON TOP 1 PROV. CONT. FLASHING ON TOP - - — — — — — — — — EDGE. (TYPICAL ALL AREAS) +2'FREEBOARD EDGE. (TYPICAL ALL AREAS) L-Li w �- AE 13'® n I FLOOD ZONE I I I I ® ® L V GRADE 11.82' II I I O FIN. GRADE G R- ADF�'. WAY I STORGE DOALL) W 8.o' ❑ 0OI� LL- E;i 00 r u AVERAGE GR,,\OE PLANE S ' IF o O _j 5.5 (147 LI: : T AT AVERAGE GRADE PLANE ELEVATION O ( HT. @ 5.5 ) -E:- SECTION FOR MID POINT HT _ O o U o Q S LLI E S 0 U T H E L E V A T I O N E N 0 R T H E L E V A T 1 0 N w z CO�W\ U)SCALE: 1/4” = 1'-0" 2 SCALE: 1/4" = 1'-0" C) Q z n ry O U A n ui WINDOW SCHEDULE ui ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, t&TRUE SCENE SCREENS PROV. OPTION PRICE FOR 6/6 LITES V.S. 6/0 LITES rl7,zo ROUGH ROUGH ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES �,, WIDTH HEIGHT test'! R R TO WALLYz;. 11'. (�IPOCi� I A CX 245 Sim 6DIV. EGRESS /1�F 10d X 1 1 2" FASTENER Ridge Beam MULLED 3MATCH. „ CASEMENT ) � O 5-3 1/4 4-5 3/8" 7 UNITS CTR22810 SIM.DIV. U-31/4" V-0 1/2" 2 TRANSOM LITES O CX 25 SIM Div. V-31/4" S-0 3/8" 4 EGRESS LITES CASEMENT MULLED 3MATCH. B1 mPs CTR22810 LiTESDIV• 5'-31/4" V-01/2" 4 TRANSOM �r s 7-1 1/8 5-0 3/8 i ust provld �q © CW35 SIM.DIV. " EGRESS 1 lvl LITES CASEMENT D J A LI�`jPc�+ MULLED 3IT6TCH. ' ti Charles M. Thomas RIDGE (UT�r1P> CTR32410 STSs IV, 7'-1 1/8" 1'-O 1/2" 1 TRANSOM 1►r�r <�?5 !� - OD CX24 uTE olv 5'-3 1/4" 3'-5 3/8" 1 CASEMENT 4V I s Enemy co.,,� RAFTER MULLED 3 MATCH. <o r Q XPi CTR32410 SIM. IV' 5'-31/4" V-O 1/2" 1 TRANSOM a r c h i t e c t LITEMTS12 Q cxw135 LIES Imo. 31-01/211 3'-5 3/8" 2 CASEMENT PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 O CXW135 STSs DIV. 71-11/8'. 4'-5 3/8" 1 CASEMENT Simpson Strong Tie ,_ vR�as_Y �� �o PROJECT WITH CEILING COLLAR TIES ® 32 O.C. OG Cx125 LIES' 2 s' 2'-4 7/8" 1 CASEMENT TRUSE; 64 �3df�'O R?� C5-20x18�� MIN. WITH (7) 10d COMMON NAILS OH CXW 145 SIM6DIV. 3'-01/2" 4'-5 3/8" 2 EGRESS (J4dE`�3�� CASEMENT PER RAFTER INSTALLED OVER PLYWOOD LITES D10 RIDGE STRAP TIE NOTE: SCALE: N.T.S. G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. DOORS PRIOR TO ORDERING. G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE RAFTER TO WALL LSSU28 OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. SCALE: N.T.S. 0 0 RAFTER DATE: 11/27/17 RIDGE ' PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. C.M.T. CHK BY. Simpson Strong—Tie GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No- # LSSU28 WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM W-F0011-0 ADJUSTABLE HANGER LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX ('of 6 DEPTH SCALE: N.T.S. 20 PSF 130 NO NO YES B SEVERE 36' MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. •. PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). . TOP OF RIDGE _ yk PROV. "LIFETIME" "GAF"ASPHALT ° ROOF SHINGLES (TYP. ALL AREAS) `° t' ARCHITECT OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2-0" (TYPICAL) TOP OF 2ND FL. C.J. ® ® ALL ROOF SECTIONS). REVISI S D E S C R I P T ION PROV. 5/4"X 6" 'VERSATEX"TRIM"VERSATEX" 1"" CONT. DGE TRIM. — — — — — — - — — FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT PROV. WINDOW STOOLS (TYP. ALL) �OP 2ND. FL. WINDOWS - PROVIDE 5" EXPOSURE - "CEDAR If % j - / `\ \ IMPRESSIONS BY"CERTAINTEED" %r/- OR APPROVED EQUAL. (TYP. ALL). �' %/ - / '., 5/4 X 8 VERSATEX TRIM BD. .I.F. Aill j �;�, � FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT 61 1j <..j „/ %% / % %, _ \ �\ c OR APP. EQ.(TYP. EXPOSED SIDES) PROV. "VERSATEX" CROWN TRIM TO MATCH EXIST. (CONTINUOUS BAND AROUND ENTIRE HOUSE. 13 PROV. CUT 2"X 10" SUB-FASCIA TOP OF SECOND FL. 12� — — — — — — — — — — _ 5/4"X 8" "VERSATEX" FASCIA BD. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Fl LL AL — — — — COATS NAI BENJAMIN-MOORE" PAINT T OR APP. EQ.(TYP. EXPOSED SIDES) 6 WHITE ALUMINUM GUTTER AND TOP OF 1 ST. FL. WINDOW A !!% % Ll�l j %i/// c %. /o LEADERS. (TYPIC A PROV. CONT. "VERSATEX" BEAD ; O %/ '/// // i// 'i% :/ j SOFFIT W SCREENED 1" VENT / %/ I / (TYPICAL ALL AREAS 9� PROV. TIMBERTECH - "RADIANCE „, / -% % RAIL" SYSTEM FORA AILI GS � I� r i , // r, / � INSTALLED ON 4 X 4 ACO POSTS. 6_$ 1 I j ,j I CAULK ALL(TYP. ALL CAULK ARD HOISTS. PROV. "IPE" IRONWOOD DECKING 5/4" 6"W. (TYPICAL ALL DECKS). 1 5/4"X 12"W. "VERSATEX" BAND W/ TOP OF FIRST FL. 2" RAISED "VERSATEX" BAND OVER. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT q OR APP. EQ.(TYP. EXPOSED SIDES) ¢ I PROV. CONT. FLASHING ON TOP EDGE. (TYPICAL ALL AREAS) 11.82' 8'-4" 1 ui Ld (VARIES) 1 Q FIN. GRADEr GRADE AWA (IYP. ALL) IL LLJ �- Lucl:f Q � cv U CD _ F_ LL- O z � I~— E EAST ELEVATION W Q 0) SCALE: 1/4" = 1'-0" z I O ry 0 F- O o U) O PROV. CONT. "COBRA" RIDGE VENT U (TYPICAL ALL RIDGE AND HIPS). Q 0 w -TOP OF RIDGE 1 m O - w z C) o PROV. "LIFETIME" "GAF"ASPHALT O 0z — — — — — — — — — — — — — — — — — — — — — — — — - - - — ROOF SHINGLES (TYP. ALL AREAS) s j OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- O LAYMENT ALONG ENTIRE BOTTOM TOP OF 2ND FL. C.J. 0 u 12 = EDGE OF ROOF UP 2'-0" (TYPICAL) 8 ALL ROOF SECTIONS). cn ' — — — — — — — — — — PROV. 5/4" X 6" "VERSATEX"TRIM & VERSATEX 1 CONT. EDGE TRIM. - — — — — — — — — — — — — — — — — — FILL ALL NAILBENJAMIN-M ORE"ND PLY 2 INT COATS "BENJAMIN-MOORE" PAINT TOP 2ND. FL. WINDOWS -� - PROV. WINDOW STOOLS (TYP. ALL) _ PROVIDE 5" EXPOSURE - "CEDAR IMPRESSIONS BY"CERTAINTEED" OR APPROVED EQUAL. (TYP. ALL). 91 0 A , :// \\ 5/4"X 8" "VERSATEX"TRIM BD.IV.1.F.) FILL ALL NAIL HOLES AND APPLY 2 61-811 „% `\ !j ?"" \ COATS BENJAMIN-MOORE PAINT OR APP.1 PROV. "VERSATEX"EXPOSED X' CROWNTRI MS) - TO MATCH EXIST. (CONTINUOUS BAND AROUND ENTIRE HOUSE. 2$-511 TOP OF SECOND FL. PROV. CUT 2"X 10" SUB-FASCIA W,F, 5/4"X 8" "VERSATEX" FASCIA BD. ' yam- FILL ALL NAIL HOLES AND APPLY 2 - T COATS "BENJAMIN-MOORE" PAINT _- -- - OR APP. EQ.(IYP. EXPOSED SIDES) 6"WHITE ALUMINUM GUTTER AND TOP OF 1 ST. FL. WINDOW B '/// 'i// I I LAD R . (TYPI AL ALL AREA ). PROV. CONT. "VERSATEX" BEAD Charles M Thomas (TYPICAL ALL AREAS) / PROV. TIMBERTECH - RADIANCE a r (; rl t e C + PROV. 10"W. X 10"W. SQ. STRUCT. (B� !�'" % /�/ ___ =T � %", % . '/////� `- I �� 1, RAIL" SYSTEM FOR ALL RAILINGS 9 FIBERGLASS COLUMN, W/ RAISED /„ /, /, - - - %r, // //� �/ I I INSTALLED ON 4"X 4"ACQ Posrs. PO 80X 817 JAMESPORT, NY 11941 631 121-1993 PNL.S & BASE. PAINT W/2 COATS ' " j ��� '�% - - "'' " i '�/! CAULK ALL EXPOSED JOISTS. 6 -$ BEN-MOORE SEMI-GLOSS (COLOR T.B.D.) (TYPICAL ALL (5) COLUMNS) (TYP. ALL AREAS) _ - I 5/4" 6"W. (TYPICAL ALL DECKS). RROJEcr 5/4"X 12"W. "VERSATEX" BAND W/ TOP OF FIRST FL. 1�5.41' p - 2" RAISED "VERSATEX" BAND OVER. FIRST FL. = FILL ALL NAIL HOLES AND APPLY 2 5zzW 1 _ _ _ _ COATS "BENJAMIN-MOORE" PAINT 3'-011 +2'FREEBOARD _ (VARIES) FIN. GRADE _� ¢ OR APP. EQ.(TYP. EXPOSED SIDES) _ � PROV. CONT. FLASHING ON TOP AE 13' - 0 Z 1 1 EDGE. (TYPICAL ALL AREAS) GRADE AWAY ® 1 1 1 1 (TYP. ALL) FLOOD ZONE ® - W J GRADE 11.82' DECORATIVE " BREAKAWAY" WALL ¢d I 1 I I PANELS W/"VERSATEX"APPLIED - 1/2"X 3" HORIZONTAL PANEL SECT. --' ® > 1 1 FILL ALL NAIL HOLES AND APPLY 2 1 I COATS BENJAMIN-MOORE PAINT OR APP. EQ.(TYP. EXPOSED SIDES) PROV. CONT. FLASHING A EDGE. (TYPICAL LL AREAS) TOP 8'0 ) II DATE; 11/27/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. r rE W E S T E L E V A T 1 0 N DWG No. 4 SCALE: 1/4" = 1'-0" a- 002 - 00 r 2OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ". :,. 23'-4" r ' J l'-5j" S-21j" 14'-OTG 3,_23., 1'-51 - `rl F, • ', c>' 3'-105'-8 12'-5" q `a �,/ :. 44' 7'-1 " ?�/• ,� ARCHITECT DECK --- ' 4'-3" X 11'-5" SEC.IIAll SEC.IIAII (PROPOSED) REVISIONS D E S C R I P T I ON Mole- - — — — — — — — — — — — — — — — — — — — — — — — I DECK 8'-6" X 28-0" Hi _XT (PROPOSED) LO M TEOI I 1Tfl 14 ® ori 13 9 PROV. SHEAR WALL HOLD-DOWNS �IcD PROV. SHEAR WALL HOLD-DOWNS ( N FROM THESE LOCATIONS TO I FROM THESE LOCATIONS TO I I R O. A' I R F. CORNER. REF-. TYP. DETAIL D-1 1, CORNER. REF. TYP. DETAIL D-11, ( D^"�A' DWG. A-6 (TYPICAL ALL CORNERS) - —2'_8" DWG. A-6 (TYPICAL ALL CORNERS) I SH. ®S SH. M B ABOVE II CL. � � - -y II CL. I $001 i >IN (PERSimpson Strong-Tie I — 1 O$ SMOKE 1 0 O O HDU CORNER HOLD DOWN I I -IN ( BEDROOM # B" N Ro . B" � 1 � .� � � "B (TYPICAL THROUGHOUT, SEE DETAIL) ' � ` -- .wow 14'-0" X 16'-0" o I DIVG' 9'C.H. \ \ .i PROPOSED I M I B ` � . / —'1- I '� � '► � ` ( ) tI I 18 JB/F 1 9 I B ON. AT ABOVE 3'-1" PROV. $4,000.00 ALLOWANCE FOR ( / HB NEW GAS FIREPLACE &$1,800.00 N. ®SD NALLOWANCE FOR HEARTH c. SURROUND. PROV. DIRECT VENT. I // `\ 3'41 I / / II DINING 12'-0, AREA I 1 - -r"MICRO FD LIVING R M. _ I I �►..00 .0-1 � (PROPOSED) \ I (PROPOSED) I I 1 JB N� I I 16 15 JB/F c I 3,� I BATHROOM IW,I ell 01 1 1 C ( CLOS 6'- V)V) P. 7-10" X 10'-0 ABOVE I (P41-011 X ROPOSED) I 14 (PROPOSED) uj PRO*. 4" METAL DRYER VENT TO N. L' T IDE W/SCREEN AND FLAP. L 0 ® _ 3. 9'C.H. I I I �JB >. B I I s -3 I Sc I . . z 1 — -_ ` � � � � � OKE B 8'C.H. I � w N. P RDWO�A1Bu - ®--D TECTO W/D P ABOVE 1 �3 ( `n I ~ SMOKE r l ' O-- 1-1 DETECTOR '�� I U �— MICRO N BATHROOM P.L.-RIDGE I �I� LL 6'-3" X 8'-8" 6'-3" O -� I C) �-- E NL. 3 IJB (PROPOSED) Io I�0 LLOUTILITY RM. z I SC 2 G. 1, \ �JB _ SD CD ~„ 0 3- - „ KITCHEN 1 - 7-1 X7-10 � 2 -6 // -- � SM KE I _< W < I 6'-B 'X FI I 11'-6” X 12'-6" I I "I �— T�C Dw A-, S DE TOR I BEDROOM #3 IZ F.C.U.#1 DV/ (PROPOSED) I P I (� D F _ I s I 1 I Sc D I I I 3'.-6 71 1 ( ` d- "I I � (PROPOSED) Z � n .. I Nil O eo w°azo a JB N _ '1,200 U. STANK I L �EDwnu C.." 6 S JB/F I � , Q SUPPLI S:.J OVE„ ANKLESS / I I 8 I DROE DENT I BBQ,$, LAC�� I I OR APPROVED EO. , � ABOV I I I h P ! 1, JB OV. RANGE HOOD CAVALIERE I P PFI / 0 L — — — — — J w C. E RO AP238-PSL-36 OR APP. EQ.) V NT TO OUTSIDE WITH SOLID 11"1001 I CL REF. ' N FETAL VENTING.) C) I I ®SDaN I I U N)-'DE TOR 11'- " W I � JB 5 / GFI FI I I I -I ,DN�. -4� SMOKE I I I I ( �/'--DETECTOR I Q DB IG17,1-Fits C P GFI i O / P.L.-RIDGE 12 I I W Q BATHROOM I V/ O Z CLOS. 5'-6" X 9'-0" I 5-6 ., — — — — 3' C ND E 3'-0"X 5'-0" CO�P , (PROPOSED) I I I CL iv RE o:A B" I I � O JoK R 4 ! I I I 0 / I I (� (n OS ETEC7,RLf)H F. "B" I ' O�SMOKE I BEDROOM #2 Lu Dwc�' S DETECTOR FOYER C. COMP. 2 G I O PROPOSED) R 12'-5" " . „ P P �� �� N 3'-0" X 14'-0" (PROPOSED) 1 3-2 3 U � n ST O I 17 —s I O PROV. SHEAR WALL HOLD-DOWNS 2 9® I BEDROOM #1 FROM THESE= LOCATIONS TO 0—oETOEKcroR 1 T-O" X 12'-6" I , B� 1 \ sD CORNER. REF. TYP. DETAIL D-11, U "c" (PROPOSED) DWG. A-6 M'PICAL ALL CORNERS) UP�,� / E \ _ I I DN. ::4;J , DN. ` \ ... I / 4�JB/F A I � � , � 12'-6" ABOVE I I I I � I I00 100DS co 1 SD ( PROV. SHEAR WALL HOLD-DOWNS d I I 13' 0" `O FROM THESE LOCATIONS TO — CORNER. REF. TYP. DETAIL D-11, C I DWG. A-6 (TYPICAL ALL CORNERS) Charles M . Thomas ABOVE 8'-0" 3'-6" 6'-9" 6'-9" r l a r C h I t e C t B'� — - - - - - - - - - _ - - - - - - - - - - - - - — JBD" POBOX877 JAMESPORT, NY11947 (631) 121-7993 S-0" 11'-6" 13'-6" CARBON I 4'-8" 7'-0" 7'-0" 4'-8" ©_MONOXIDE DETECTOR �L PROJECT SMOKE SEC.I IA'I ®~DETEC TOR SEC.IIA" AREA = 1,150 SQ.FT. AREA = 1 ,178 SQ.FT. DECK AREA = 320 SQ.FT. DECK AREA = 60 SQ.FT. P F I R S T F L 0 0 R P L A N P S E C O N D F L 0 0 R P L A N 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DATE: 11/27/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. A]- 003 40 0 3 OF 6 THFSF DRAWIN(;S AND A('.�nMPANY10 SPF(:IFI('.ATIONS AS INSTRIIMFNTS OF SFRVICT ARF THF FX(.1 IISIVF PROPFRTY OF THF AR(,HITF(.T AND THEIR IISF AND PIIRI I�ATIDN SHAT I RF RFSTRI(:TFD TO THF nRI(;INAI SITF FOR WHICH THEY WFRF PRFPARFD RRISF RFPRof1II�TInN OR PIIRI I('.ATION RY ANY MFTHon IN WHnI F OR IN PART IS PROHIBITED FX(.FPT RY WRITTFN PFRMISSmN FRAM THF ARC.HITF(:T TITI F TO THFSF PI ANS SHAI I RFMAIN WITH THF ARI:HITF('T VISIIAI (Y1NTA(,T WITH THFM (.;HAI I �nNCTITIITF PRIMA FACIF FVIDFN(,F OF A(.(.FPTAN(.F OF THFSF RFSTRI(.'nONS Effiew 25'-0" 3'-0„ C.► " 8'-0" 8'-0" 8'-0" 6, 2'_6„ 6' . 12"0 SONO TUBE ON ?n --�-" ARCHITECT 24"x24%12" FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) (2)2"x10" ACQ RIM JST. F_ –11r -� r , REVISION D E S C R I PT I ON L I- 11 I I I I LI— (3) 12x,21 ACQI cIRDI£R LI— 11 1 1 1 1 L1 1 I I I I I I I I I Ii i II I I I I I I I I I I 11 LO 00 I I I I I I I I I 1 1 11 _II, I —II TYPI AL FLOOR CONSTRUCTION "X16" SMART VENTS I I I I i l l l l l l l l l l l l I —L — J �7/8" ,TJI FLOOR JOISTS ® 16"O.C. RADE 2" ABOVE ADJACENT — — _ W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION I 12 X 112 ACO LEDG�6D I I I -4- 15.5' I 15.5' T.O. FIRST FLOOR 5/4"x4" AHOGANY DKG. rr 2"x10" ACQ JST. r - - - - - - - - - - - - - - - - - - - - - � O.C. I I BEAM POCKE 1 I — PROVIDE 5/8" TYPE "X" GYP. BD. ON CEILI G I 1 TYPICAL. (3) 2X12 ACQ GIRDER AS PER IRC 2015. CODE 1100 — 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, ^ - 5/8" DIA. ANCHOR BOLTS I � I — — ®26"-0" O.C. iD' P.C. FOUNDATION WALL 1 0) W/(2) #5 BARS TOP & BOTTOM 10 6"X6" ACQ POST ON 10'x20" P.C. FOOTING 1" 1" 12" WIDE X 36" DEEP 1 10-112 12 -42 1 1 O' I PC PAD FOR STAIR LANDING SEE DETAIL/SHTFOR D DOWN W/(2) #5 BARS CONTINUOUS 1�'CONNECTIOSMART VEN10(6" ABOVE PROPOSED SLAB ELEV 8.5' I I CANTILEVER JSTS FOR PRE-FAB FIREPLACE. VERIFY SIZE WITH OWNER PROPOSED GRADE ELEV B.0' a 3 1/2" STANDARD STEEL O POURED CONCRETE SLAB WITH 6X6 / 1OX10 WWM I PIPE COLUMN ON 30"X30"X15" Y4�x2 TUBE ON I O'ER 6" MIL. POLYETHLENE VAPOR BARRIER ON WELL in I I 1 DEEP POURED CONCRETE FOOTING. (TYP) 2" FOOTINGS i� COMPACTED POROUS FILL ELOW GRADE 1 �' VIRGIN SOIL) L — I Iq ot— E2'-Of 10" P.C. FOUNDATION WALL a 0 W/(2) #5 BARS TOP & BOTTOM 1ui ON 10"x20" P.C. FOOTINGi DO W/(2) #5 BARS CONTINUOUS s TYPICAL WAL %SE T I 0 N I I + 1 0 SCALE: 1/4" = 1'-0" I 1 1 I z r- 1 I = w y N II L _J I I �- U J 11 7/e" TJ (360) JOISTS ® 16" OC.\\� " TJI 60 JOISTS o I I R-21 INSULATION R-21 INSULATION I I O 1 1 LL I= O I � sro z cn � 1 RAGE (NO MECH SYSTEMS) 1 I ¢ W Q FLOOR SHEATHING NAILING AT 6" OC I —� ( I n- O� MAX ON CENTER TO JOIST WITH HOLD–DOWN I I I I PROPOSED SLAB ELEV 8.5' 1 I 1 PROPOSED CLG HT 5-11" HOLD DOWN Q TENSION DEVICE I O C) � STAGGER FASTENERS ( ) I I �— —� PROVIDE 5/8" TYPE "X" GYP. BD. ON CEILING I 3'-7 1— p O IN 2 ROWS I I PER IRC 2015. CODE I o Cn 0 LAG SCEWS I O ,,-�Kp I I Z fyw U 1 POINT LOADS FROM 9 z ABOVE BLOCK TO I� r , O Q Nz x I - - 0 0 0 GIRDER o0 IJ L1J O o 0 0 3-0" ( I 1 0 m I CARBON J W M2N' � '_6" / I co p DECK JOIST FLOOR JOIST 12" YDE X 36" DEEP 1 I (D-MONOXIDE a PC AD FOR STAIR LANDING 4" POURED CONCRETE SLAB 1— I Iu 0 1 "x8_' ACQ Jt I I WITH 6X6 / 10X10 WWM OVER < O 0z SMOKE ® 16" 0p 6" MIL. POLYETHLENE VAPOR BARRIER �----DETECTOR I 2 - --� MAX L2"X12" LEDGER 3/4" MIN = — I 1 ON WELL COMPACTED POROUS FILL I I I I 1 — — O _ — L v a Tr Cn DECK LEDGER CONNECTION TO BAND JOIST DECK LATERAL LOAD CONNECTION L. — — I TOTAL ENCLOSED AREA = 1150 SF PER TABLE R507.2 PER R507.2.4 FIGURE R507.2.3(1) ( USE: (12) 'SMART VENTS' #1540-510 � — _ ui Y2" DIA. LAG SCREW WITH Y2" MAX SHEATHING MIN OF 2 TENSION DEVICES WITHIN — — I (200 SF OF PROTECTION EACH) �ui r I I L — J „ (6) VENTS LOCATED ON SOUTH SIDE (JOIST SPAN OF 8'-6") OIN–CENTER SPACING OF FASTENERS 24 OF EACH END OF DECK. (– — —I ( (6" ABOVE SLAB) x0 I 1 IS 18" OC: MAX. EACH DEVICE SHALL HAVE AN ALLOWABLE (TIP OF LAG SCREW SHALLFULLY EXTEND BEYOND INSIDE STRESS DESIGN CAPACITY OF NOT LESS FACE OF BAND JOIST) THAN 1,500 POUNDS. r — I )1 7 � II II I 1 PLACEMENT OF LAG SCREWS IN DECK LEDGERS AND BAND JOISTS PER TABLE R507,2.1 " LX 12 ACCT LEDGER B�� II I I I 1 II- -� INTI I I I I I IIS II17 II I I a 01 1 1 1 1 1 1 1 11 IIS I , � DETAILS I SII— il 1 ,3 1r ,I I 1 1 SCALE: 1/4" = 1'–O" + 3 2X12' rIR�R 1 L J — — —L _2)2"x1O" ACQ RIM JSTL — 3=11 7 L8�dL JEEADE - = — FLUSH IN FLOOR JSTS ND SONO TUBE ON _ Charles M Thomas 2.2.4"x24"02" FOOTINGS 9060 O.H. DOOR MI MN 36" BELOW GRADE M . (WUST BE VIRGIN SOIL) '-4" 6'-4" 1'-4' N DODR16" SMART VENTS MAX 12" ABOVE ADJACENT a r c h i l} e c {l 14'-6" 11 2 -1 9'-3"M.O. 2'-1 GRADE AND INTERIOR SLAB PO 80X 877 JAMESPORT, NY 11947 (631) 727-7993 3'-0" 11'-6" 13'-6" PROJECT P F 0 U N D A T 1 0 N P L A N 1 SCALE: 1/4" = 1'-0" DATE: 11/27/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 4OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. wr sr " O ■� PROV. 4 - 24" DIA.CUSTOM GABLE Wa R - 38 HIGH DENSITY FOIL FACE END VENTS (TYP. ALL AREAS) PROV. CONC TAPERED CAP & FIN. PROV. "LIFETIME" "GAF"ASPHALT ,; ti�.`�� ) �,., F ARCHITECT INSULATION. (TYP. ALL AREAS) FLUE CAPS. FLASH AS REQUIRED. ROOF SHINGLES (TYP. ALL AREAS) 2"X 12" R.R. 16" O.C. - P. ALL PROV. CONT. "COBRA" RIDGE VENT OVER 15 LB. FELT, (COLOR T.B.D.) AREAS U.O.N.) (TYPICAL ALL RIDGE AND HIPS). PROV. CULTURED STONE PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM 2"X 10" C.T. 16" O.C. - P. ALL FOR CHIMNEY. TYPE T.P.D. EDGE OF ROOF UP 2'-O" (TYPICAL) OP OF RIDGE AREAS U.O.N.) ALL ROOF SECTIONS). REV N DESCRI PT ION PROV. 2-1 3/4"X 11 7/8" GPLAM RIDGE BEAMS. PICAL ALL . PROV. 2-1 3/4"X 11 7/8" MICROLAM LVL OVERALL WINDOWS & DOOR PROV. 5/8"ACQ. PLYWOOD OPENINGS.FLUSH (TYP. ALL AREAS) FAN COIL FAN COIL SHEATHING ON ALL ROOF AREA �• + TOP OF 2ND FL. C.J. 2 X16 O c' UNIT#1 UNIT#2 - - �Sr2-R 2"X 6"WOOD STUDS W 142" CDX IL PROV. 1/2"ACQ. PLYWOOD (fYP.A L � SHEATHING ON ALL WALL AREAS. PROV. - "TYVEK DRAIN WRAP" R 49 CEILING INSULATION (TYPICAL ALL L=X I EHIOR WALLS). R - 21 HIGH DENSITY FOIL FACE ,,-TOP 2ND. FL. WINDOWS Q r'' INSULATION. ffY A PROV. TIMBERTECH "RADIANCE RAIL" PROV. CONT. "VERSATEX BEAD SYSTEM FOR ALL RAILINGS OVER +,�0 // / ' /' j O / / / / � %% / ,/ �9 BD. SOFFIT W/SCREENED 1"VENT 2 ,,,,r P/,// , O (TYPICAL ALL AREAS) 4 X 4 ACQ POSTS. CAULK ALL /,; % ' %j :ij iP. BD.ALL %%/' %r 9 ' , iii / ,i ,// / EXPOSED JOINTS. (TYP. ALL AREAS) /� j r ,SWOON , EXPOSED AREAS. j /� / PROV. 3/4 T& G PLYWD. SUB-PLR. 6�-H�� / /" j � j/ �i yj (GLUE OOR AREAS).SCREWED) TYP. ALL WD PROV.SELECT OAK FL. (REF. PLAN FOR LOC.) PROV. CUT 2"X 10" SUB-FASCIA TOP OF SECOND FL. 5/4"X 8" "VERSATEX" FASCIA BD. FILL ALL NAIL HOLES AND APPLY 2 x y e• s0 COATS "BENJAMIN-MOORE" PAINT T is OR APP. EQ.(TYP. EXPOSED SIDES) T6" WHITE ALUMINUM GUTTER AND 16" O.C. P. ALL LEADER . (TYPI AL ALL AREA ). -SOP OF 1ST. FL. WINDOW !':% iii % ;;i:i %,,,''' / ;, `%< i%i; %/. �% !-/ ii, it m m %/ // PROV. CONT. VERSATEX BEAD �// �,, . BD. SOFFIT W/SCREENED l"VENT %/r % /; %% %/i %! %%' %!' (TYPICAL ALL AREAS EXTERIOR DECK: /,/Z.GYP. BD.ALL / C� ) /, / DECK TO CONSIST OF: // // /,, EXPOSED AREAS. TYPICAL WALL CONSTRUCTION 2 X 10 CONST., E.P.D.M. OVER j% „ /� j 3/4" PLY., SLEEPER, IPE DECK, mv, r CEDAR PERFECTON SHINGLES TYVEK HOUSE WRAP 1/2" CDX SWOONr- „ PROV. "IPE" IRONWOOD DECKING �� j / // r/, / PLYWOOD SHEATHING ON 2X6 WD. STUDS 0 16 O.C. 6,-8 5/4" 6"W. (TYPICAL ALL DECKS). / / j/ / / /.., 'j R-25 INSULATION ( 2" CLOSED CELL + R13 UNPAGED BATT) 5/4"X 12"W. "VERSATEX" BAND W/ PROV. SELECT OAK FL. 2" RAISED "VERSATEX" BAND OVER. (REF. PLAN FOR LOC.) FILL ALL NAIL HOLES AND APPLY 2 TOP OF FIRST FL. COATS"BENJAMIN-MOORE" PAINT ui G OR APP. EQ.(TYP. EXPOSED SIDES) PROV. CONT. FLASHING ON TOP 1 , 2 6,,x i - so EDGE. (TYPICAL ALL AREAS) 0 MIC 3/4" X 11 7/8" TERMITE ACO SILL PLATE PROV. CONT. 1 1/8" X 11 7/8" "GP - z �11,SZ TERMITE SHIELD, SILL SEALER, AS PER IRC 2015. CODEGR5/8" DIA. ANCHOR BOLTS OB PDN. OPG. PRIM BD. EX. AREAIDE WATER S W " • 107- . FOUNDATION WALL AVERAGE GRADE PLANE BARRIER BETWEEN FOUND. WALL = ui (� 8"x16" SMART VENTS W/(2) #5 BARS T-Ol'y-c BOTTOM— . _ 5.5' & RIM JOIST. (TYP. ALL AREAS) I— MAX 12" ABOVE ADJACENT ON 10"x20" P.C. FOOTING FIN. GRADE GRADE W/(2) #5 BARS CONTINUOUS Q GRADE AWAY — _ � (TYP. ALL) _ O F— PROPOSED SLAB ELEV 8.5' GRADE 0' LL O L4" POURED CONCRETE SLAB WITH 6X6 / 1OX10 WWM / Q rnI OVER 6" MIL. POLYETHLENE VAPOR BARRIER ON WELL s W , V COMPACTED POROUS FILL Z_ V, z CD o O Q U o z — U LLJ s S E C T I O N $'A'$ o m L..LJ z C/, OA SCALE: 1/4" = 1'-0" O z O U cl) co V)CEILING DRYWALL TAPED CEILING DRYWALL TAPED 1•• i TO WALL DRYWALL TO WALL DRYWALL DRYWALL CAULKED, GLUED 1�:DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED 4'VENT 4"VENT 4'VENT OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE THRU ROOF THRU ROOFTHRU ROOF BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR Or) ill[(Tw.) ROOF SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST GASKETED TO RIM JOIST 2' � 2' I RIM JOIST CAULKED OR RIM JOIST CAULKED OR __ � �4, I �� 2• I GASKETED TOP PLATE PAT -T `\ I 2 LAYERS OF 1¢" DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED 1-1/2-V OS-2+V I I CDX PLYWOD OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE I I 1 4>-1-1/2'V STAGGER SEAMS .I -1-1/2'V 1-1/2'V I I I I I I PLYWOOD CAULKED I W.C. LAV SLAY I n i LAV i I OR GASKETED TC HOUSE 2"X6" NAILER I Charles M. Thomas SHOWER I a I a I I TUB I WASH 11 SECOND FLOOR a r c h i t e c t TED TO 2'V 3' 72' 1-1�2' 2' DRYWALL CAULKED,TED TO GLUEM PLATE OR GALL CAULKS BOT OEM PLATE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED J OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR PROJECT r'K / + SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR 2. 2•V d-1-1�2 V RIM ESO TOURIM OR RIM GASKETED E ED CAULKED OR `I I T P A TPLATE FRESH AIR INLET SINK I LAV I I W.0 I I I D.W. B SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL GASKET (SILL SEALER) GASKET (SILL SEALER) FIRST FLOOR 1-1/2' 2' 1-1/2' 3' 2' NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS CONNECT TO APPROVED P.V.C. PIPE PITCHED PLUMBING RISER DIAGRAM DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM F.A.I. & SANITARY SYSTEM AS PER N.Y.S. CODE SCALE: N.T.S DATE: 11/27/17 „•t, PROJECT No. yo 4. 4 DRAWING BY. C.M.T. CHK BY. DWG No. IN- 005 - 00 AIR SEALING DETAILS AT CANTILEVER- AIR SEALING DETAILS 5 OF 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. c' pry g y`� "All SEC "All SEC "All SEC. ARCHITECT REVISIONS D E S C R I P T ION I ¢ ' IN 11 1=0 12 x� x� • N N - I — MICRO P.L.-RIDGE – IC P.L. .L. 2"X 12" R.R. 2"X 12" R.R. 16" O. 16"O.C. 2"X 12"R.R. i 1s•5.c.- 2111> 8" 2"X 8" PROV. 2- 3/4"X 11 7/8" I IFI 16" O.C. 16" O.C. FLUSH PLAM LVL M. I I 1/2" X 1 7/8"WI 6 2"X 1.0" C.T. 16" O.C. (TYP. ALL) @ 1 " O.C. 12•R.R. PROV. 1 - 1 3/4" X 11 7/8" G.P. LAM c 1s"O.C. LVL HIP AND CAL ALL AREAS) rr; � U P U u- � U PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM ) _ M1cRo F'ROV. 3- 1 3/4 11 7/8" F USH PLA VL BM.S /2- 1/2"THK. MICRO LVL OVER ALL WINDOWS &OPGS. TL. FLI HPL. "H 2" A . PATTERN ). P L PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM T N = FLUSH WITH SECOND FL. JOISTS. I I LVL OVER ALL WINDOWS &OPGS./ (TYPICAL ALL AREAS) X X X UNDER TOP PLATES AS NOTED. iv r T (TYPICAL ALL AREAS) cv N _ 2 1/2"X 11 7/8"WI 6 b @16" O.C. (TYP. ALL) I'. MICRO MICRO PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM P.L. P.L. 1--�LFVLUS01H VER ALL WINDOWS &OPGS.WITH (TYPICAL ALL AREAS)JOISTS. I / 2@ 11'00 C \ U � U MICRO MICRO MICRO MICRO = U 0 P•L• P L PROV. FIRE-STOP BLOCKING<&-O" P.L.-RIDGE _ 00 (p N U O.C.(TYP. ALL FLOOR/CLG. JOISTS). �O1 ( I I - T - - �-1 N F'R V. 3 - 1 3777 11 7 8" FLU 6p"m LVL BM. 2- 1 2"THK: I N (V / X 11"W. STL. FLITCH PL. ( /8" LES @12"O.C. DIAG. PA N). 2' 12"R.R. 2X 12"R.R. (jp 16 Ca? i PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM I I 2" X 1 " R.R. 12" R.R., LVL OVER ALL WINDOWS & PGS. FLUSH WITH SECOND FL. JOISTS. R 16 " 0. (TYPICAL ALL AREAS) 2" 10" C.T. 2"X 8" C.T. 2" 8" C. f. PROV. 2- 1 3/4"X 11 7/8" PROV. FIRE-STOP BLOCKING-<&-O" I 6" O.C. I PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM 1 FLU H PLAM LVL BM. O.C.(TYP. ALL FLOOR/CLG. JOISTS). LVL OVER ALL WINDOWS &OPGS. MICRO UNDER TOP PLATES AS NOTED. P.L.-RIDGE I (TYPICAL ALL AREAS) P.L. I C— ti W N PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM r'x 12•R.R. LVL CONTINUOUS RIDGE BEAM. c�1s"o.c. 016•0.c. � (TYPICAL ALL AREAS) 2 X 1 R.R. 2"X 12" R.R., I 1c. , ^ 2 1/2"X 11 7/8"WI 6 I I F #1 2�X .T. 2�" C.-F. z @16" O.C. (TYP. ALL) 1 C. PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM I I 1 LVL OVER ALL WINDOWS &OPGS. 'Q W FLUSH WITH SECOND FL. JOISTS. - PROV. 2- 1 3 4"X 11 7 8" (TYPICAL ALL AREAS) I I 2" 10" C.T. I ( I FLUSH GPLAM LVL M. I 6" O.C. I '' z r PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM O ry O f___�LAVSREO'D. L UNDER ALL PARTITIONS.BLK. BELOW F.J. I I I I Q (TYPICAL ALL AREAS) 2' X " R.R. 2"X 12" R.R.` Q Q PROVIDE TRUE HIP/VALLEY END 1 �' Q CD CONNECTION TO RIDGE W/ 2' XC.T. 2" X 8" C.-f. z U "SIMPSON" HANGERS W/SKEW& I I LINE OF SECOND FL. WALL ABOVE. I I OR EQUIVALENT.ENT. (TYP. ALL ASLOPE ANGLES HU, REAS). 1 C Q. O Q - I 2'7F0.R. 7X12"R.R. O Q 16.O.C. LLJ z 2„ I I PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM C/) r MICRO LVL OVER ALL WINDOWS &OPGS. P.L. i1/2' MP L.O \ @ 16" O.C. UNDER TOP PLATES AS NOTED. _ z 0 PROV. 2--f'l 4' X 9 (TYPICAL ALL AREAS) a CD c, io co 0 �— HDR. VE DOOR (TY .) I I I \ / I X T x - T X T O / l N cl) un () MICRO „ �� 1 II II W 2 1/2"X 11 7/8 WI 6 @16" O.C. (TYP. ALL) MICRO MICRO P.L. I P.L. U i i �� :N � �-: 0 2'X 12'R.R. U U PROV. 2 - 1 3/4' X 11 7/8' G.P. LAM I I I I PROV. 1 - 1 3/4"X 11 7/8 G.P. LAM 0 _ _ Q U _ 2•X 12"R.R. LVL OVER ALL WINDOWS &OPGS. LVL HIP AND VALLEY RAFTERS. N - ap N = 1s o.c. FLUSH WITH SECOND FL. JOISTS. I 2"X 10" C.T. I (TYPICAL ALL AREAS) X X T X X T- (TYPICAL ALL AREAS) @ 16" O.C. PROV. 2- 1"&4"X 11 7/8" I I LINE OF ROOF RAFTERS ABOVE. N N - iv N FLU H PLA LVL M. 2"X 12" R.R. 2" " X 12 R.R., 21 2"X11 78' W11 60- I I I I @16" OC 6"O.C. PROV. 2- 1 3/4"X•11A7/8) I I I 2"X 8" C.T. 2"X 8" C.T. _ FLUSH PLAM ILYL M. MICRO I RO MICRO - 7A Ll N v WE; Charles M. Thomas 117 a r c h i t e c t -� PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SEC."A" SEC."A" • PROJECT P SECOND FLOOR FRAMING PLAN P SECOND FLOOR CEILING FRAMING PLAN P ROOF FRAMING PLAN 4 SCALE: 1/4" = 1'-0" 5 SCALE: 1/4" = 1'-0" 6 SCALE: 1 /4" = 1'-0" DATE: 11/27/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. AT 1 T7 NKULA FAI-FO-0-61-0 6OF6 THFCF nRAWIN(:C ANTI ArrnMPANIYIN(: CPFrIFIrATInNC AC INCTRI IAAFNTC nF CFR\/IrF ARF THF FYrI I ICI\/F PRnPFRTY OF THF AR(`HITF(T ANn THFIR I ICF ANn PI IRI IrATInm CHAI I PF RFCTRIrTFn Tn THF nRInINAI CITF FnR WHIrH THEY WFRF PRFPARFn RFI ICF RFPRnIII IrTInN nR PI IRI IrATI(1N RY ANY AAFTHnn IN IAIHniI F OR IN PART IC PRnHIRITFII FY(FPT RY WRITTFNI PFRAAICCInNI FRnKA THF AR('HITFrT TITI F Tr) THFCF PI ANIC CHAI I RFAAAIN WITH THF ARrHITFrT\ACI IAI rnNTArT WITH THFAA CHAT I rnNIeTITI ITF PRIKAA FAr1= F\/IIIFNrF nF ArrFPTAN(F nF THFCF RFCTRIrTInNC TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLEC11ON �. JOISTS OR APPROVED LR. TOP PLATES RAFTERS W/ GREATER L/180 � "�� F; , zy ROOF TRUSS SLOPES THAN 4 W/NO TOP PLATES SECOND STORY TOP PLATE– TABLE 3.1 FINISHED CEILING MM ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24 O.C. GYPSM BOARD INSTAL��� N NOTCHING PROVISIONS � STUD INTERIOR WALLS AND H/180 ACCORDANCE WITH PARTITION JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST– BETWEEN THESE LIMITS WALL STUD– DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% WFCM SECTION( 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5/8" MIN. TO EDGE — EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH — STUCCO FINISHE 5/8" MIN. TO EDGE NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L 240 y d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / a ALL PANEL EDGES) „ T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH — TOP PLATE \—BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be SEE WFCM SECTION 3.3 permitted to be taken as 0.7 times the � OR BLOCKING WITH WFCM 3.3.1.3–END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE of the cantilever. WALL CROSS SECTION OF CUT OR DOUBLE AND NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of zp r- OR BLOCKINGF WOOD STRUCTURAL PANEL nuunroeome additions or patio covers, the total load deflection shall JINSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION /120 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITIONLd SILL PLATE JOIST ° o SECTION 3.4.3.1 .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR FRAMIING MEMB,�RS ATPANELNOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION SLAB–ON–GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTE=RIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS � BEARING WALL N 0 N- BEARING WALLS. R 6 0 2.6 (1 )�2� ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 0 TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld Uj WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET >< \\- BLOCKING SECTION A-A C PPLE TUD P OR STUD TO STUD DETAIL GABLE END TRUSS � T (CAL 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL HFADFR ONNECTORS Q TYPE — < 6 FEET < 8 FEET 1/2° SPACINGS A A R QUIRED � U ALLOWS N0. 8 WOOD SCREW 16" 10" 8" HOLDDOWN ' NAILS NAILS J ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS -----FULL LENGTH O 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS (--- STUD (MIN.) 0 CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH _ AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOwN 0 o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) ° AT BOTTOM OF HEADER STUDS IN 5d COOLER (JAILS AT 7 O.C. — ANCHOR WITH 2 EMBEDMENT ° ° ° N UP LENGHT o NOTE: SIMILAR CO NEC R ADDITION TO CONNECTORS AT o CONNECTION AT �� ° 2-16d COMMON FOUNDATION. R uIR WALL MTOF CRN P ES TOP AND 20 GAUGE STRAP w 0 01 NAILS AT6' D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o 0 1/4 LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL •o ° END WALL WE LENGHT EMBEDMENT I ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS WSUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS LUI a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. ? OfFACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST � Cl- 12" MAX. ( WFCM FIGURE 11 ) �– o \ c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN V' NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. CD TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING < JPROVIDE RAFTER TO VIBRATION–RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT , ~ ° H NO CEILING RIDGE TENSION STRAP CENTER 2x BLOCKING RIDGE HANGERS IF � p LESS THAN 1,500 POUNDS. ° ° H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8►d COMMON NAILS ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) o CONNECTED TO BASED ON SHEARWALL REQUIREMENTS 0 ° o TRANSFER SHEAR ROOF RAFTER ° ° FOUNDATION CLEARANCEGABLE ENDWALL BALLOON FRAMING° FROM SCOPES ° 20 GA. STRAP— DOUBLE STUD MIN. PREFERRED METHOD z 14" WIDE MIN. 8d NAIL AT 12" O.C. ON AT HA DW RE o ° RAFTER Q W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM � 4-J FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL_ CONNECTION ° TABLE R301 . 5 NOTESc� N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r­ SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.b. O CID AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECT RONI R802.4.1ED TO TFOR CONVENTIONAL CEILING JOISTS C SPACES MEETINTHESAND NTS IN T A B L E R301 . 5 NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE � EDGES WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER Simpson S t r o n NAILING SCHEDULE (TABLE 3 Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Sd TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO T OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION .1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , I 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD A OIUTSIDE CORNER DETAIL CONNECTION �-�-- BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE � ('3 ROOF FRIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. Cr 2 C c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 4-8d TO PLATE ' GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND NOTES: SIMPSON STRONVATALOG 'TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (n LU 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR SAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WAL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ¢ TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL... WALLS. PASSENGER VEHICLE GARAGES 50 � INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IPI f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED c L �I ACCORDANCE WITHI TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE: \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED �I (TABLE 3.1, WCFM 2015, 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 HIGH WIND EDITION)i 3 LOAD REQUIREMENT. 2 " w g. APPLIES ATTICS SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 � z FOR STORAGEE PER FOOTNOTE b. SEE SECTION R802.4.22.4.2FOR ® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERSI TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: o EXTERIOR C0RNER FRAMING ,. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY + 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson S l r O n g — T I e 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU TO ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements NAILING SCH ED�U LE CONNEC 0 S G UPLIFT, LATERAL & SHEAR LOADS P y P GENERAL NOTES: are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT.;, ,` ; ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING s/8" ANCHOR BOLTS 39 For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on P 9 g COMMON NAILS 1 - FLOOR sheet no. 1 g { ) having jurisdiction and best standards of construction ii •{, �.; t LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. All non engineered lumber to be Douglas Fir#2 or better 4-8d PER RAFTER g g # The American Institute of Architects Conditions shall apply 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. � Wind Limitations-Section R301.2.1 .�,, . RAFTER TO TOP PLATE TOE-NpdLEO 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPUFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this project. '* �+,. C0 } 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED) 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p 6-8d PER TIE COLLAR TIE TO RAFTER FACE-(JAILED Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ Sanitation-Section R306 will be of good quality, free from faults and defects for a period 2-8d EACH END BLOCKING Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. TRIM BOARDD RAFTER TO RAFTER (END-NAILED) 2-16d EACH END �- TOEGlazing-Section R308 4. The Architect shall not be responsible for the construction means, Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out v 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE FACE-NAILED Landing-Section R311.3 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by U) TOP PLATE AT INTERSECTION FACE-NAILED Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written a / 9 9 P STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAI( 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 coveragey policies (Worker 2-16d PER 2X4 STUD Foam plastic-Section R316 Compensation,ation, etc. sand general liability In an mount not cn Flame Spread and Smoke-Section R315 z Qo P ) 9 Y � TOP OR BOTTOM PLATE TO STUD END-NAILED 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and automobile liability and damage o � 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 coverage not less than S 2 million. The Architect shall be in r, 2-16d SEE NOTE 1,2 PER FOOT 6a Provideu0.025n of a meatal shield, otherthan aluminium, over fibrous o- FACE-NAILED { Moisture Vapor Retarders-Section R318 Y p w FLOOR FRAMING 1-1 Protection Against Decay-Section R317 r Protection Against Termites-Section R318 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized Accessibility-Section R320 or pressure creosoted. 2-8d EACH END Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed Flood Resistant R324 in each bedroom, on all floors and shall be all interconnected per code. BRIDGING TO JOIST TOE-NAILED Fld Rt Construction BLOCKING TO SILL OR TOP PLATE- (TOE-NAILED) 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST JOIST ON LEDGER TO BEAM TOE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. UJ � 12. Plumbing Installation to comply with State and Local codes F_ 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: and the sewage disposal system to meet Health Department standards. (iJ ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. U) UJ N 14. All work to conform to the rules and regulations of the New York 8d 6" EDGE 6" FIELD 8" poured concrete foundation wall 8'-0" high 3000 # test 9 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 9) Conversation Construction Code. All glazed area to be double '� Ener STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC glazed and all exterior door to have insulated cores. 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, 3000# test glazed The insulation protection as indicated on these plans exceeds z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 4" EDGE 4" FIELD � l Dam proofing at exterior foundation below rade-Section R406 property project for 0 P P 9 9 shall remain theof the Architect whether the GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 30"x30"x12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site lJ GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. All footing to be carried down to undisturbed soil STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lolly columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE / 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CON.3TRUCTION CATALOG C-HW02 W Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: W SST828 WITH BEARING PLATE, SEE FOUNDATION Sirmpson Strong-Tie Floor Construction: NOTES FOR SPACING 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 0 UJW Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframfng and finishing shall be nailed and or screwed in accordance withSSP CONNECTOR AT 16" O.C. 1' OR LESS NOTE: 8d S"EDGE / 12" FIELD 1x6 fascia, wrap WFCM, Table 2 and Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING p � •� 10d 6" EDGE / 6" FIELD Overhangs as noted. f GREATER THAN 1 Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBEIR WITH 2-1/2 X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER Tyvek housewrop. USE (4)-8d NAILS AT EACH END 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers " GWB at fire partition RAFTER TO STUD CONNECTION USE: IrmpSOn Strong-Tie O T_ 1/2 MR GWB in wet areas MTS 36, EACH ROOF RAFTER U.210 2X6 f- O At least one window in each sleeping room shall comply with the exit regirements N of section R310. USE 8 16d NAILS AT EACH END A•T EACH CEILING JOIST RAFTER TO RIDGE TO RAFTER CONNECTION USE: z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/2" () Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST Q w SIMPSON H-8 USE W/ONLY %" ANCHOR BOLT (14") For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o _J 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE percent slope), MTS12 ® EACH JOIST U210 2X6 g 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), (EVERY STUD) STUD TOS underlayment ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: 'p AT EACH DECK/PORCH JOIST of PS720 (ALIGN WITH JOIST BELOW) ON DWGS A-3.1 AND A-3.2 •� underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 SIMPSON hold in place. e, PORCH ROOF RAFTER TO GIRDER USE: HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER (14) SDS Y" X 3„ WOOD SCREWS overlapping �- 4-10d x 1 1/2" ° (" MIN EMBEDMENT successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH / DECK LEDGER r, SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. U E .D Ice Protection Section R905.1.2 A-3.2 FOR LOCATION) ° ° • e' ' (MINIMUM DOUBLE STUD) � ( ) CONNECTIONS -- '° D SIMSDN STRONG - TIE Underlayment in High wind (Section R905.1.1) O °D;Q oo Q°-a a: a°•° '�, a r> » Flashing (Section R905.2.8) STU Y2 BEARING PLATE 4 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 o D .'° •• ' a ",� a , USE Q-8i� NAILS ® EACH STUD Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. a, D .'e ••°� 'e Q' ��a d' 'e , Mechanical - Chapter 12 FOR HEADER OR General Mechanical System - Chapter 13 BEAM ■ Heaitng and cooling equipment - Chapter 14 z D °• D Exhaust Sustem - Chapter 15 .� Z. a y^• a'�,° a ,°••a •° DOUBLE TOP PLATE ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie �, • ° e MTS30 D o Du D .,,v DA e e ° o 11� °°„ e Combustion Air - Chapter 17 AC4 a a �a ' 71 SEE PLAN • ' "'�: D ° Chimneys and Vents - Chapter 18 AT EACH POST °G ' 1;�,,i` °• ° SSP Plumbing - Part VII a I 1 3/4" (MUM ,° °. . \ r^ Cn EDGE DISTANCE '�•°° e' °o ° HI.ADER Flood Zone - 301.2.4 v w FLOOR TO FLOOR ° ° LSTA21 Simpson Strong-Tie KING STUDS CS20 1%" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH CZ L SIMPSON STRONG - TIE STUDC: CID o 1 1/4" COIL STRAP - ::A2"MINIMUM R CNW NUT COUPLER �{ 16" O.C. USE 4-8D U `u oa o NAILS AT EACH STUD :'r ® MIN EDGEMIN OVERLAP IS 12 JACK FO SIL � � � DISTANCE* SIMPSON STRONG-TIE RT2.5 H 8 OR 1 1/4" COIL S {pg -• SHEET c•'A�.:�;....{d ,` MIN EDGE N0. STOCKFLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS lielift RAFTER USE 8-16D CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" NAILS AT EACH END, FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER 12" MIN OVERLAP PERPORCH COLUMN CONNECTIONS COMPONENT RIM JOIST TO STUD CONNECTION CONNECTION WALL TO FOUNDATION CONNECTION NOTE: ` W GENERAL NOTES DOOR SCHEDULE ELECTRICAL LEGEND WINDOW SCHEDULE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS,MARVIN- EXTERIOR DOORS - - FIRST/SECOND FL. ULTIMATE SERIES„ U.O.N. �- ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. w 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & STATE & LOCAL BUILDIING CODES AND ORDINANCES. DOOR # WIDTH: I HEIGHT: DOOR MAT'L. I OPERATION: LOCATION: REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, \ p IS TO BE PRESENTED TO THE OWNER At THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL 1 PAIR 6'-0” 6'-8" ALUM. CLAD/G SS LEFT FOYER t&TRUE SCENE SCREENS PROV. OPTION PRICE FOR 6/6 LITES V.S. 6/0 LITES ] FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED O THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ROUGH ROUGH DRAWING LIST ` C) OF ALL S' RUCTION. ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES CTMOA� UBCONTRAC-FORS INVOLVED IN THE CONST ACTIVE-PASSIVE 7281 W/INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE "L 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND O Z-6" 6'-8" MASONITE LEFT BEDROOM #1 rA ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. WIDTH HEIGHT RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. s EGRESS � � - y \ oz CONDITIONS ON THEJOB. THE ARCHITECT MUST BE NOTIFIED OF ANY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. A CX 245 �iTE'sD1V' 5'-3 1/4" 4'-5 3/8" 8 CASEMENT O VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. MULLED 3MATCH. o II „ DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. Y'Ps CTR22810 ES Imo• 5'-3 1/4" 1'-O 1/2" 4 TRANSOM O �+ N 4. THE CONTRACTOR :HALL SUPPLY ALL LABOR AND MATERIAL SHOWN 30 2-4 6-8 MASONITE RIGHT FOYER/CLOS. s EGRESS A—N DRAWING NOTES/PANEL PLAN O ON THE DRAWINGS UNLESS OTHERWISE NOTED.. © CX 25 SIM6DIV. 5-3 1/4 5-03/8' 2 5. THE CONTRACTOR ;SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING '"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. urAT CASEMENT Z 06 MULLED 3MATCH. A-O PILING PLAN B1 UNITS CTR2281 O SIM. DIV. 5'-3 1/4" 1'-O 1/2" 2 TRANSOM AND PROTECTING ALL.WORK DURING CONSTRUCTION AGAINST DAMAGE, 4O 2'-4" 6'-8" MASONITE LEFT 77IT;YER/CLOS. DUPLEX ELECTRICAL RECEPTACLE mn'.) LITES rN BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO © CW35 SIM.DIV. T-11/8" 5' 03/8" 1 EGRESS A-1 FIRST/SECOND FL. CONST. PLAN ` a P2 G �pp DOUBLE DUPLEX ELECTRICAL RECEPTACLE LITES CASEMENT TO ALL APPLICABLE CODES. '"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. MULLED 3MATCH. �+ (tsc DUPLEX SEPARATE CIRCUIT RECEPTACLE �UNIP9 CTR32410 ure'sDIV' T-1 1/S" 1'-01/2" 1 TRANSOM A-1 . 1 ST./2ND. FLR. DECK FRAMING PLAN w w 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS 50 3'-0" 6'-8" METAL CORE LEFT HALL 6 EGRESS RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL ItGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT �D CX 145 STES rv. 3-0 1/2 4-5 3/8' 4 A-1 .2 2ND. CEILING/ROOF FRAMING PLAN LITES CASEMENT INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" (tFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE E CX 135 SIM.DIV. 3'-0 1/2" 4'-5 3/8" 4 CASEMENT U cn N THIS CONTRACT UNLESS OTHERWISE NOTED. A-2 BUILDING SECTION 60 2'-6" 6'-8" METAL CORE LEFT HALL LITES0 00 $ WALL SWITCH E1 uNITS 3MATCH. 3'-0 1/2" 1'-0 1/2" 3 CASEMENT 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES mP) CTR2810 LIES_ A-4 BUILDING ELEVATIONS N CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH ` VAI O •-' BY THEIR INDIVIDUAL17RADES UNLESS OTHERWISE NOTED. A-4. 1 BUILDING ELEVATIONS O7 2-4 6-8 MASONITE RIGHT BATH ri „ �� $pS RECESSED DOOR ACTIVATED SWITCH 8. ANY EXTRAS FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. RECESSED DOWNLIGHT (1OOw) " LIGHTOLIER" OR APP. EQ. A-5 PLMB. RISER DIAG./NAILING SCHED. \ \\ ; OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. WITH 3'-0' EXTERIOR RECESSED DOWNLIGHT (100W) :' LIGHTOLIIER" OR APP. EQ. A-6 ENERGY CALCULATIONS \ \\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PAIR 6'-O" 6'-8" ALUM. CLAD/G SS F.H.FIXED GREAT RM. \ ° \\ \\ GLASS PANEL \\\ \ \\ \ CEILING MOUNTED JUNCTION BOX \ \ PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. \��\ \ \\\\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. ACTIVE-PASSIVE 72.81 W/ INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE �e WALL MOUNTED JUNCTION BOX \ \\\ \\\\ \ 9 2-4 6-8 MASONITE POCKET DR. GREAT RM, eB `' �. R�,° �'�"/ ` ` GRADE OR EQ. „ ^ tRil�,fe•� a"I t t'+ � r > l� MIN""'IS LK3 NOT F^ 17 D r'"TFC fLGl."' s, \., NOTE: �'E� 1 O. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. �tx� "„R r.x � '� S k \' 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. "JELD-WEN CAMBRIDGE SERIES” SOLID PARTICLEBOARD CORE OR APP, EQ. WALL MOUNTED DUAL SPOTLIGHT t-�•�tt ::;;•' ,> JB DOORS PRIOR TO ORDERING. C;�i�Joj. ��. L iTlt ,a '� '�is"t '-' *s !a ¢r, "• :\, lt NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE I-l.As �.ctd `S: s ".,,J 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL 10 2-4 6-8 MASONITE RIGHT CLOS. ,. WORK STEEL WORK, T NOT LI ITED TO: NEED THE APPROVAL SYSTEMS WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. OF ALL INT. & EXT.WINDOWS PRIOR TO ORDER. C e r ,�7- OF THE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 11 2'-4" 6'-8" MASONITE LEFT BATH �EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT CX(3EE_D211 07 tat ,LYjFAD OR APP. EQUAL. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. aT NEW TELEPHONE RECEPTACLE PLUMBING FIXTURE LIST : INTERIOR/EXTERIOR TRIM : 12 2-4 6-8" MASONITE RIGHT CLOS. do NEW CABLE TV RECEPTACLE (f0 BE WIRED TO CENT. CONTROL BOX) NOTE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. QST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) r 1 BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WindsorONE CLASSIC COLONIAL v 6'-8" TEMP. GLASS LEFT BATH ®sD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBM001 CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE NEW DOORBELL SINKS: THOREAU UNDERCOUNTER LAVATORY - K-2907-4U WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY EDB SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G WINDOW& DOOR CASING: WOBB001 , WOCS001 WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: WOCM001 -VERIFY WITH OWNER I I I FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. PROVIDE CUSTOM SHOWER PANS VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. W NOTE: PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS 14 PAIR 6'-0" 6'-8" ALUM. CLAD/G SS LEFT BEDROOM #2 PROVIDE 400 A. ELECTRICAL PANEL W/AUTO DISCONNECT SHOWER BODIES BY"KOHLER" OTHERWISE NOTED. Q O PROVIDE TOILET SEATS }- I ACTIVE-PASSIVE 7281 W/INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE FOR USE WITH GENERATOR. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIMBOARD W GLASS WER O NOTE: KITCHEN FOIXTUR DOORS BY OTHERS WINDOW & DOORARD TRIM: 5/4"CTX RREAFZR AME - 5/4"X 6"AZEK L.L.".­. . U w CONSTRUCTION L E END - ,5 PAIR 4'-8" 6'-8" MASONITE RIGHT CLOS. PICTURE ALL ��.l.>�'''~""'1�"e I� '"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. PROVIDE ALLOWANCE FOR A 10 KW GENERATOR- LOCATION T.B.D. FREEZE BOARD: 5/4"X 6"AZEK +�a 1�'P�TR Ll ."S�f rn W v / Z FIRST FLOOR THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4" X 8"V.I.F. AZEK TESTING BEFOIRE CO "ERING 0 ® NEWEXTERIOR PLYWOOD. XTER ORISHOEATHING (TYVEK WRAPPED &TAPEDCDX - SOLID PARTICLEBOARD CORE OR APP. EQ. BOILER, HOT WATER HTR., REFRIG., KITCHEN DIN. LTS. & FOYER LT. VERIFY FIXTURE LIST WITH OWNER PRIOR FAUCET- K6350 SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD _ ui 6 PAIR 4-8 6-8 MASONITE RIGHT CLOS. SINGLE CONTROL OR TO PURCHASE. ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE U) SECOND FLOOR "JELD WEN CAMBRIDGE SERIES" WITH OWNER PRIOR TO PURCHASE. NEW EXTERIOR PARTITION - 2"X 8"WOOD STUD WALL W/ 1/2" CDX 17 2'-6" 6'-8" MASONITE RIGHT BEDROOM #2 rrW PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. PANEL LEGEND � °C PROVIDE 6" EXPOSURE - NICHIHA (FIRST& SECOND FLOORS) SIERRA PREMIUM SHAKES PLUS 18 PAIR 4'-8" 6'-8" MASONITE LEFT LAUNDRY �• ; I ' ,I OR APPROVED EQ. COLOR T.B.D. PLUMBING LEGEND (REFER TO TABLE 1609.1 .4) (��^'�({{�/�'�r�/�' {{�".I/pj{ �l (�/��)��,���w•((\fir 4 (/�)l}Q[^ J O Wv y,0'h!�6 I f�4 Y 4/' • �:i f i k�.f k Iw.� F�e bi �4 w!1 b.iI L � FLASH AS REQUIRED. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. ,q �` p �l ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. PANEL SIZE USE IS ti4���� ht-Ut- C)A�C` G,F. 't O INDICATED LN CONSTRUCTION PLANS. F GHING AND VENTING AS REF. TYPE AND # OF SCREWS QTY. r W NEW INTERIOR PARTITION - 2"X 4"WOOD STUD WALL W/1/2" CDX FOLLOW ALL NECESSARY WIDTH HEIGHT t„ �. 19 2'-4" 6-8 MASONITE RIGHT BATH ® PROVIDE ALL NECESSARY PLUMBI RO P �����T����T ��RTIFI�ATr.: Fe�:__.13�7��kr cn EN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. N.Y.S.NAND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE #8 SCREWS @ 12" O.C. - 1 1 INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. JELD-W 1 VALVES FOR °A (2) 4'-0"X T-0" 4 � + �'101IF�' S�1�-LINO �EPf� TMENT AT � COMPLETED. PROVIDE ALL NECESSARY DRAIN HORIZONTAL- 6 VERTICAL- 18 ^� I RC^ r ON ALLODOORS/�NINDOWS ARE POPLAR TRIM W/OGEE ROUTE 20 2-4 R-8 TEMP. GLASS LEFT BATH WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. OF 75S'1 ,.. �1P�i TO 4 PP! FOR THE Y ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING Ot� O I I FOLLO)1""4(� !r l�PECTiONS: 6" SQUARE POPLAR BASE W/OGEE "ROUTE". SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. ,I B„ #8 SCREWS @ 12' O.C. 1 3'-4"X 4'-4" 4 O U INSULATION (TYP.ALL AREAS) ( ) �, - 'r t^ktO REQUIRED (z PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL 21 2'-6" 6'-8" MASONITE RIGHT M. BEDROOM ® B PROVIDE FROST FREE HOSE BIBS. #8 SCREWS @ 12" O.C. O a. I II RO,P c��FRLJ CONCRETE ALL WINDOWS VV/BOTTOM SILL, U.O.N. O HORIZONTAL- 5 VERTICAL- 19 BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL C 1 3-4 X 5'-1 4 ING,FLUMBING, TILE, INCLUDING FLOORS. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HORIZONTAL- 3 VERTICAL- 12 �_7-O ST,... r`PING. ELE(CTRICAI_&CAULKiNG ®S SHOWER HEAD (FROST FREE SHOWER BODY) A. IN- A PC', t4 AREA RECEIVINGT TO BE "BENJAMIN MOORE" U.O.N.+ ONE COAT PRIME 0 #8 SCREWS @ 12" O.C. INTERIOR PAIN 22 PAIR 4'-8" 6'-8" MASONITE RIGHT M. BEDROOM "D" (2) 3'-O" X 5'-1" 4 m ® ® ® ® „ ,, Q &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANK LOCATION AS NOTED HORIZONTAL- 12 VERTICAL- 12 ONSTRUCTION &ELECTRICAL. ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE EN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. � ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR ° C� © . tv"isT BE CCIMPLETE FOR C.O. DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. ,IE„ #8 SCREWS @ 12" O.C. (1) 3'-4"X 5'-4" 3 D ALL CONSTRUCTION SP IALL MEET THE ADDITIVE. 23 PAIIR 1 6'-0" 6'-8" ALUM. CLAD/G SS LEFT M. BEDROOM �IARDWOOD FLOORING - #1 RED OAK 3"W.,15LB. FELT (PACIFIC BRAND).. HORIZONTAL- 12 VERTICAL- 10 ® m 4' YORK STATE, R THE CODES O NEUt! FINISH 3 COATS OF CLEAR SATIN POLYURETHANE ( ) AC ASSIVE 7281 W/INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND F #8 SCREWS @ 12" O.C. (2) 3-0 X 6-1 2 ® FORK STATE. NOT RESPONSIBLE ONSIQLE FOR SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED. ATTENUATING INSULATION. (TYP. ALL) HORIZONTAL- 14 VERTICAL- i 2 DESIGN OR CONSTRUCTION ERRORS. SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED (TILE AREAS). 24 2'-6" 6'-8" MASONITE LEFT BEDROOM #2 W #8 SCREWS @ 12" O.C. ® ®' "'JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HORIZONTAL- 1 O VERTICAL- 6 COfVIPLY MTH ALL CODES F ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: 25 2'-4" 6'-8" MASONITE POCKET DR. BEDROOM #3 SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. „H„ #8 SCREWS @ 12" O.C. (2) 3'-O" X 6'_8- 1 ® ° 4, NEW YORK Sjt`,`%TE & TOWN GO)E j FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES HORIZONTAL- 10 VERTICAL- 6 (1) 2-8 X 6-8" "All / \ AS RE-Qi RED AND CONDITION P "'JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. OF FIXTURES SELECTED. ® m ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. \ T lep pe INSULATION NOTES 26 PAIR 4'-8" 6'-8" MASONITE RIGHT BEDROOM #2 UNLESS OTHERWISE SPECIFIED BY OWNER ° ° So�0.0 IOY„'IPun "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. QTY- 4 JviU1a VLQTV��(�'if �i � �" 'u��. PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD (2) 4'-0" X 7'-0" UNDER ALL NEW CONSTRUCTION. ALL INTERIOR DOORS TO BE "JELD-WEN CAMBRIDGE SERIES SOLID """ ""—'-- N•WS•UE i NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/8" G.C. TO PROVIDE INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. 31_411 y r - SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL �`� -4 31-411 �33 NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR m m m m m m m m m m® m t APPROVED EQUAL. NON PELLA SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL —� �� --''`� f� • CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BATT INSULATION OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS ® m m ® ® \ m, \ L GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES ® m ' m 41-41' m o ' 5'-1 " A m 5'-1 O m m TOP OF RIDGE ,( ' , " b - 4•, _,.�j•/'-^'`• .(V1'DII \ / ® ®—°.—m ® ��'-...,.`•+....'.-._.o""y .. tu TOP OF 2ND FL.C.J. " - f Vii"'/� / \ '`• - m m m ® m m ® ® ® m ® QTY- 3 / v D QTY- 4 ''� ' i': ,r', • �_�''��' (1) 3'-4" X 4'-4" QTY- 4 QTY- 4 (1) 3'-4" X 5'-4" � 1J'.f �� TILE LEGEND — nry�.r \ • I.. (1) 3'-4"X 5'-1" (2) 3'-0"X 5'-1" �.`®I4 aL�°� tT�s 1 . �OP2ND. FL.WINDOWS - - -- CHAPTER f•, ® 10" CERAMIC TILE - "AMERICAN GLEAN" TILE OR APP. EQUAL. TILE i- I, \a iIIII9-LOOD ®,�,I°IAGE PRMPM BORDER W/20 TILE ON A 45 TO IBE INSTALLED OVER 1/2" CEMENT 6 3 3 �_31 3 �_3L_� 2 -$ !(}UTHOLD1 TO%LfN CODE W U0 0 BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF '-4" %' 1 ' Z �I ADDITIVE MIXED IN. m m m ® m m® m ®® m m m m ®_m m m m ® U Z I, TOP OF SECOND FL _ ` ___-_ .___.__— / -�� ® m ° I((JV 1 /I I\ 11 /I \ ° Za j irS, rz - LL]] JJIIJJ I� 31 � ri` x m m n 1' u " .�, --- --------- .. — :106 — ®2 6 X 6 CERAMIC TILE - AMERICAN GLEAN TILE OR APP. EQUAL. TILE - BORDER W/20"I-ILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT V.I•F \ U m TOP OF 1ST FL.WINDOW I I� ©� m m BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF L • — — • — � O W 0 W ADDITIVE MIXED IN. I t : 6'-1 " ° �B . ° 6'-$II 9 I II \ m m m m V �E ® 6 X 6 CERAMIC TILE - AMERICAN OLEAN TILE OR APP. EQUAL. TILE ® \ ° \ n u u n � �.. li i uFn ® m ® m 00 00 o A /HEATINNOTES BORDER W/20' TILE ON A 45 TO BE INSTALLED OVER 1/2' CEMENT m m "G" / "H" LO LL S2 Li- BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF TOP OF FIRST FL. 1 m ® m m m m 19 ADDITIVE MIXED IN. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, ' � o m awe m__ o_m O r PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: QTY- 2 (VARIES) - - — (2) 3'-0" X 6'-1" QTY- 2 QTY- 1 N ® 6"X 6" CERAMIC TILE - "AMERICAN GLEAN"TILE OR APP. EQUAL. TILE ONE "RHEEM OR APP. EQ." GAS FIRED BOILER WITH DIRECT VENT �TAITORI WATER RUNOFF BOARD, W/20" WALL AND FLOOR GROUT LL HAVE WATERPROOF PROV. 8 DIA. ZERO CLEARANCE FLUE �P ALu (2) 3'-0"X 6'-8" (2) 3'-O" X 6'-8" PURSUANT TO Chit', BORDER RAMI TILE - " A 45 TO BE INSTALLED OVER 1/2 CEMENT (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. PIM 236 (1) 2'-8" x s'-8" OF THE TOWN CODS, SCALE: ADDITIVE MIXED IN. TWO VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, NL I p AS NOTED NOTED. - ' ', � � --, F� ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE j`, '!:` , 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. I-{�-_Aj7-�{E)�- ' OFFICE SET DWG. NAME: TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS - OTHERWISE NOTED. \, 3.30. 1 1 DRAWING TWO 'IRUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS I' NOTES OTHERWISE NOTED. CEILING/FLOOR OUTLETS AS PER ENGINEERING ;ff_— E J 71 SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. ! THESE DRAWINGS AS INSTRUMENTS OF SERVICE, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. ARE THE SOLE PROPERTY OF THE ARCIHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIRICATIONS ` SHALL BE ALLOWED W/O WRITTEN AUTfHORIZATION BY THE ARCHITECT. ANY REPRODUCTIION IN PART A- N OR WHOLE IS STRICTLY PROHIBITED BW LAW. NOTE: \ U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL ] CONTRACTOR WHICH DIFFER FROM THE uu rn CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ Z rN v � NO JOIST HANGERS ARE TO BE USED TO CONNECT STRUCTURAL BEAMS TO BEAMS. 3/8"GUSSET PLATES WITH BOLTS ARE TO BE USED IN LIEU OF JOIST HANGERS TO MAKE CONNECTIONS IN THESE AREAS. ALL JOISTS ` OZ STILL USE JOIST HANGERS TO ATTACH TO BEAMS F...� U AT ALL FLUSH CONDITIONS IN TYPICAL FASHION C7 00 2 3 SEC."A" SEC•A 5 6 2 3 A" 00 4 5 6 T O \ N 24'-2" zz EQ. EQ. - - - -EQ. 3' EQ. EQ. EQ. 3' w - - - - � — - - - - — — - - - J . - -- - - - - , _. A - - - - -- - =-- = = = = _ = - -- - - - - -= - ,- NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT �U,� OF ANY AND ALL REVISIONS DUE TO FIELD i> CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE uu W CONSTRUCT. DRAWINGS/SPECIFICATIONS. z rM� � o O ' z o U x 0 DC7 � N O00 SEC."A,I DECK 1 V-9" X 15'-0" SEC.nAll Z a, 12'-5"—•— JB"A" --- JB"B„ o W w T - a, „-„ _-----_- -- ^ ----------- - - U rn I DECK �I — _ — — — _ — — E---I o N 06 9'-O" X 28'-O" o .� - - F1 H ° � d w o "'" g' �� \ \\\ 9' w w `I JB/F w w 3 - , 13 ST \ \\I \., 1 ,\\ I \ N - Trr- ___Trr-_- - -----FT--- - _-- \\\\\\\\\\\\\ It ttl - - - .' `> 333"/ O 33 - z \`e M. BEDROOM \\ ; ® \\. 14'-0" X 19' 5" I 9'C.H. �. J B/F I I I I ° W CABO�I'E DINING RM. 1} g JB/F C I 3 9-O X 1 1 -9 / B H ®SD LIVING RM. ABOVE 21'-0" X 24-011 (TOTAL RM. SIZE) j '"" I `, Z C �G I I ,, W \ 9'C.H. I / v I ST O GAS F.P. 6'OPG.BY I`�---------- Q HEATILATi%OR APP. _ h EQUAL.PROV.DIRECT B/F "2 CL `�' BESSLER- Lu — VENT TO EXTERIOR. 'q" ,,,,„ ATTIC ACCEs -STAIR BEDROOM #3 U W sc 9'-0" X 9'-6° GFI 111-01, X 11'-11" KITCHEN BATHROOM - — APPROVEDEQUACg 51-611 X 10'-0" J 7 I -'-_-'----� ® G j„ 9'C.H. Z JB GFI B I 24 (J I • P — I 3 JBL V� rrJ /F P 3 4 es LL M g I E I PROV. WOLF SIS O.H. EXHAUST E P I SD > LL ABOVE W/ 10" GALV. DUCT TO OUTSIDE W O g O G EXTERIOR WALL. 0 I z LL ABOVE vtt I � _ POWDER RM 33 REF. SC P 9 � ; LAUNDRY RM Lu -- -- - PANTRY k 6-O X 6-3 - � I /"� -- - (n GFI 4'-0" X 5'-3° 4-O" X 5'-O" rr —.. O JB„E„ _ Y P N. ;. O P Jg W/D I JB 1 11 I 8 42 -2 I ®P 1 COMP.t1 I --- - CL------- Hl" ---- - I _ E cL. -- UTILITY RM. j P 2 ' CL PROV.DRYER VENT TO OUTSIDE I (ATTIC WHOLE FAN.SIZE I' v CL µ �- E1 H• V T- 0. 5'-3` WALL WITH GRILLE/SCREEN. a °(FACEAAI30-) „ I 61-011 X 61-3-1 ABOVE i OM -- --- - -- -- - C P �2 J I \ r------------ EL IC ` I g \ / JB 16 OT W X00 U. S� CLOS. dN FATE 1'71 I R. TAN 400 U.G� K I $ 0 B S'-3"X 6'-6" BOILER FLUE - BBQ. 1 S7(LZE - F----- ----T----- / W BBQ.& 1R�PILACE. i s C. F.C.U.#1 / \, i I I HBO OILFIRED CL. BA5 OHROOM - --�--- L J 31 BOILER J ?,,.. ,., 10 _ _ - - --- --- ----- (� CU ❑ C. \ FI E S S _ -3' 10"" _J D E -- - -- -J FOYER s F " _- 15 -- - - - - - - II — 7,5„ ABOVE J J_ 71-011 X 71-611 C.H. Q 1 12 BEDROOM #2 11 I ----- --- ------- h - --- J ow W 4 9' H. ------------ ------- W 0 w OC - o 13-5 X 18'-0" 0 W 6 ST I CL. JB/F 1._1„� 0¢ U Z 3 r, 3 � BEDROOM #1 z �o 0 o J I 1._5„ I 9'�.H. Z W Q J 9'C.H. DB I 10'-0” X 13'-0'. 0 DO N W N N W = m CL. I W F' W 0 0 J L; 0 - - D DN. GFI JB/F A W W W w W CC 1 . D� DI- D- D� U)0 U)LL D> U)0 fA (� W U) _LL I ® ABOVE I � _0 _� u. 5'-1 O" 5', 14 r % SD O O O O .- U r 00 O Qs O I -------- - N N ❑ I >1 = _ -�- r ---- -------J� -- A ABOVE W I I I w 0 BC----------------------------•-------------------------------- ---�B�D � W Z � 141-011 14'-011 W D --I W r� 12'S" Z I.- o z n n II n J C D J SEC. A SEC."All' Ow Ow Ow Ow OW oW 0W oW FIRST FLOOR PLAN SECOND FLOOR PLAN cpl 5 :=p` U)0 U)o coo �o 1 ? �o �o �o �o P} _u. LW OLL Du. AREA = 1,135 SQ.FT. `I °'1 0 0 0 DECK AREA = 320 SQ-FT- ` " ��' - - - C, N r r th N co m N r 1, I" SCALE: 1 - 1/411 = 1'-011 OFFICE SET DWG. NAME: 1 .28. 1 O PROPOSED FIRST/ SECOND FLOOR PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT rU,� OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE uu W CONSTRUCT. DRAWINGS/SPECIIFICATIONS. ^ Z V \ O r.U z SEC."A" ' U o � N SEC."All Z N T U ww ° 06 N � QLL Q Q I cn U \ \\\\ \ QU QV QV L ]L \ \'a\" = = PROV. 2- 1 3 X 11 7/8" \\\ \\\\\\ \\ 0 00 p0 \ p- I LUSH GPLAM LVL BM.S I O 21 2" X11 " �1 �` @16"O.C. P. ALL) % .. X r I X r X r I / /8 WI 60, DBL. 2 112" X 12 FULL ALL GIRDERS- DIM. ACQ. GIRDERS STRADDLING - - - PILINGS. PROV.TOP CONNECTORS FROM "PEARSON PILINGS" FOR NEW 10" DIA. FIBERGLAS COLUMNS. PR V. 3 - 1 4"X (TYP. ALL NEW GIRDERS) FLUSH GPLAM LVL BM.S \ \\\ \ 21 " X11 78"WI6 @1 " O.C. (TYP. ALL) 2 1/2"X 11 7/8" WI 6 2 1/2" X 11 7/8"WI 60_ @16" O.C. (TYP. ALL) I @16" O.C. (TYP. ALL) I U PROV. 2- 134"X1178" FLUSH PLAM LVL BM.S k Ll i - - - - i I. o Ll 0 21 " X11 78"WI6 j --- - - W @16 O.C. (TYP. ALL) ( i � Z cn W -- W 1 4"X 11 7/8" 2 1/2"X 11 7/8;` 160- 2 1/2"X 11 7/8"WI 60— W FLUSH GPLAM LVL BM.S I @16" O.C. (TY ALL) c@16" O.C. (TYP. ALL) (n PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM I I I PROV. 2 - 1 3/4"X 11 7/8"G.P. LAM LVL UNDER ALL PARTITIONS.BLK. LVL UNDER ALL PARTITIONS.BLK. uj O jAS REQ'D. BELOW F.J. (TYP. ALL). AS REQ'D. BELOW F.J. (TYP. ALL). Z W rn 21 "X11 78"WI6 70-16" O.C. (TYP. ALL) I I I W _ LINE OF PROPOSED HOUSE ABOVE. - - - - - - - - - uj I - — — - II I I I LINE OF PROPOSED HOUSE ABOVE. O U PROV.L14CONT. 1 1/8" X 11 7 8" "GP - D _ } FIBERSTRONG" RIM BD. EX. AREAS I I I IL �- j OF FDN. OPG. PROVIDE WATER BARRIER BETWEEN FOUND. WALL & RIM JOIST. (TYP. ALL AREAS) 21 "X11 78" WI6 - I- • - . - . - . 21 2" X•11 7/8"WI 60- Q @1 "O.C. (TYP. ALL) - . 0 16" OIC. (TYP. ALL) 111 FLUSH GP 3 LVL 7 .S I � W j . - - - - - - —� �- — I I � - - c 2 1/2" X 1 _ 8"WI 6 I I DIM.ALL ICQEGIRDERS STRADDLING LL @16 O. P, ALL) - PILINGS. PROV. TOP CONNECTORS I- �-- - • FROM "PEARSON PILINGS" FOR NEW 10" DIA. FIBERGLAS COLUMNS. 2 1 2" X 1 7 8" WI 60 Lu - (TYP. ALL NEW GIRDERS) I I I @16" O (TYP. ALL) Jb- - - - - - PROV. 2- 1 3/4"X 1 1 7/8" FLUSH GPLAM LVL BM.S PR V. 2- 3 "X117/8" Ii FLUSH GP LVL BM.S -11J I lid PROV. 2- 134"X11 212"X11 8" WI60— F FLUSH GPLAM LVL BM. @16" O. P. ALL) PROV. - 1 3/4"X 11 7 8" FLUSH GPLAM LVL BM.S c2" X 10"ACQ F.J. J @16" O.C. (TYP. ALL) I I I - — — — — — w L Z Z 0 W J J � SCC,II/�11 SEC."A' -� 0w o_� FIRST FLOOR DECK FRAMING PLAN SECOND FLOOR DECK FRAMING PLAN _�� �� r THIS DRAWING IS FOR REFERENCE ONLY W ONLY& IS NOT INTENDED TO BE SCALED. ; r NOTE: _ SCALE: ©INDICATES BEARING POINT LOAD 1/4"=1'0" THIS LOAD MUST BE TRL BRACING. OFFICE SET W/ADEQUATE VERTICAL BRACING. DWG. NAME: 4-.27.07 1 ST. FLOOR & SECOND FLOOR DECK FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART �— ■ OR WHOLE IS STRICTLY PROHIBITED BY LAW. pq NOTE: � U CONTRACTOR TO NOTIFY THE ARCHITECT ��rr OF ANY AND ALL REVISIONS DUE TO FIELD 5 CONDITIONS, CLIENT,AND OR GENERAL ' CONTRACTOR WHICH DIFFER FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. � sO \ U Ln O \ z U o N O z00 II II 11 II II II \ � N SEC."All SEC. A SEC. A .� U M P1 ,o V. �{r I.7r t' T ;r Yrs 7 z.1 r I!rI ttJr1 rt1 II zT'' �1 U M cV �/l i'.; j; Li ;i_r1 is r17 L,_1_r_i_� o 7_1 L \ —f } } 1_a L=TJ..e TrirT rjT1 r'•-LT-T r�r r=.t` fr},4�j �r 00 \ U N II ;r;`r 'hI Fy,,:t J:i ,t 1L� jl,�{`Ir I-iI f y Jrl' 'Jf}cif�I-J-i 1L- 11 }11 11. I.{ 'ri II{ tI� 1, i, rr ,t I I Ii \ �„I O . I / Ft l I h 1 }i -�r t{ Fi IFI�ii { J r� 4 li I' , 'r.,1 tl. y' .il � I�Il is I- t 1-' t- „ I ;- `� ttt ,t , i.� I !!!t I 1 I i '1��} t�i t! r '`i P� �G j I} .-i,--r-4-Lr-,.-T�i •-y .t- i-. ' .J - (- }(F hi II \ 7 �— "� r�� i� T' , ,I L1 .T ±- - 'f � � ` rt ` v!i tr ` }!, ��-.[' z t� y � i I- �f�":� '' it 1{ I ztt ;rr7-Ir1':T�:_•_ {`� L[ -�I`1�-4 I, � \. \� \���\� _- _- --- --__ — — u 2"X 12 R.R. „ 2`X 12"R,R. 2 T: F 2 X 12" R.R. 2"X 12" R.R. .. \ @16.O.C. � � ®16"O.C. _ F t-_-r , ,J t, 7 - _,. � t�-� I r � F- ! �=_- r''rr r'�- l•�Ir 1 ll��f �„ ��..�.�, \ \\ / -}� T- O. I 1 C. 16"O.C. 16"O.C. - - @ @ @ - I I' T-,t .. � �-I ;L ,7 � I. t � ! � -- t � �.�� 11'. .J ,TT; -•LrL.., � -�-r 'r" `-r' , II IL — _ —lI T.' �/ ?�_ \ � I, ,, 1 r { ,t, s�,,.rrr•. j�I � r iI I �. ,I 1 _L -S_ .�, .J_ --STI-- - tI- �i '.I'1 j rS- 7-T� ..{ 4• A' ... 'i..:tl 1111P 2 X 12" R.R. 2"X 12"R.R. t s�' \ !h. j ''i_S.r:-- j., J } !- ' 7-�.-.1�+�S�C�---'r7 _ _ �� 16'O.C. r , 4L-I, -i IS I1_ �� — — — — — - — -- --- / � 7rt_ rr \ / i' } Ij t �IL 'r�r1-"f T.�IT_l. `4t•F''�Fy4}(''.{ r �.}--``.'..;- �� �a F a -tIS iltj -'f ,Iiy'r�,-1' 1-r •G ' n „ .s,�L._ y/=C t; - ( t — — PROV. 1-1 3/4"X 11 7/8" GPLAMI'I, rjStS T� T Ti X O I O / I HIP OR VALLEY RAFTER. N _ N _ I� 'rte t- - ,I;-- -, i.}-ir r ;: 'i Jr .7_LT��Irrrz r7 1:r.Ty:' ;-t-` i�•i i! 1 O. % (TYPICAL ALL AREAS) ". r:;s 4 I , r (� r � r, r{ -,r' Z L r `r'L 1 ,1j r r:-i�l�' tt }7 'StI -r T T' S . _ r r ?� 1 La �`y .. ! IT7tT , 1 X X Y T � � .�.,l r, r !� k' 1. , TlT,;7 , i } \ / N N � tz` ,TIJ i W r rte' z L r 11L _ i' .F r -r--r T -,'�-1 V -r'-r ,I� fr' - -,_ �- _, 1 T' _ � .'7 TS� `�-- 'S ? rIr '�`• : -`I; T= ICTL�r` L ,S' r, .t-1r.]T �I II i 's7tr r.t_'T'-.'71;,.'T TI` T'. .­ ,ii1....11 .T ., �JT'I 7 STS�7 1��L�, n ra I rI 7 ,r`- 77=,`CY,�-,`I7i -1.TSr .I it tr�l} { F !'?r,_T,-L� TZr,S -S r �rT i L'irTl -L'r X" T' T • rl' -! I TIT:T``T'L-; II/' PROV. 2-1 3 4" X 11 7 8 GPLAM U U F i . IIOVERALL I LVL OVER ALL WINDOWS & rs;_.. 7r :TI OPGS. UNDER TOP PL. AS N = N = „ ;a1 YT,s =t 2 X O' C.T. NOTED. PICAL ALL AREAS *- PROV. 1-1 3 4 X 11 7 8 GPLAM 1 II X r x r HIP OR VALLEY RAFTER. �� _� 1 z t. tlr r •` ti- �- ! !I {{ � Itj-; � F �-;�'`.-I r �, �t � - �rll( 0.C. r;-sem �t r N Ua 'N @ (TYPICAL ALL AREAS) f a i r _r.t T:' ,.� r { r ! ! }i i t-•... 1 . .,_I--------- 4 t_'� it rpt- 1 {l ~_ i• Cc 1i I I r111t�� .I�I1{ i; I �I It Q ., .t{' rr li�', �I-�{r�j`� { {i ,�-� ! �'r AFI '�;t �{, ±�t-i � �Iri J I�llt ,r, -i i{•,11- r{Jr�.}`�-IIx �-� t��' f' i 'Cfat{ t s r�ll } �tI }71 W — `7. f' t r - .r �- i. .1 h. J r r I F ,it+l �/ W I. „ „ ...,ryF. h 2 X 1 R.R. I 2 X 12 R.R. 1 -� 16" O.C. i !Milt, ! :} i� I,LaI ;',�} 'iJ" {: a iJ fi FiI 1 tI1, '1i 'I , {+ Z @ t r 'tH W FFiii r- i 1 I- 'y a'{ i�i-, J . }�� ..,� - W , 2, X C.T. `�`� �.j 1 �' r { i ;,. 1 i W u {{t �-{1{ _ r i ,t i y ti-��' t� I-��I{" l � 4, ir: 7 I f fi 1 O.C. {i 1} J. 1 l I � _ _ , _ = t.�l.f j.l t- 1: i r �I f -i-! -'��' 7r L :' {-�I 4 t-l_; _{�-I 1-r,i y j � �,� �l�r�- t,��i,- t� 41�'1 �`} i4 i }- t I I- ♦' �- ' !'r,}-i�jj.� r 1'/' I� i I tl t� 1 '.I ' a 1 -Y t .I,itii -'j• ii it .t '.ah t'1 ri }, � I 'I I� J`} y h '- { h' li ri`!t-I W O • }y i �. �� a t r, 'tit ,rf ;' ,� f F ,t � ' 'I y ±; ' �} ` LL I 2" X R.R. 2"X 12" R.R. „ --- --- ` rl. r r `ht , � t t � , �j ',�, It 2"X1ORA. h,, a "X12"R.R. j:, y { i�r i- , t Jii�s ;It ,t�' II t If li F '� j� I'-i'. I• iF f� j 101110. @ 16 O.C. 16"o.C, 3{ ti ±, } Jl I� I�� 't -, ,i �_tra 1 - },..r ;i, ,tFl I.f I t i� i'T ,' ; ii y• I'• -� 114 VJ IL I xi 1� i — — — — — — — I 0 r } r -4 t t} F_} IL U �r .;J`1 ;1 1l it;F 1 r4 } ; t ! �I 1. I it ]t{ I t ; \/ ILL f fJ{ U — __ — — ' 'rt it r. - ! II'` } �F, O X " C. IIF 1L 1, Lltt i �i .j `"11'! I , IL u „ PROV. 2-1 3/4" X 11 7/8" GPLAM RIDGE BEAMS. (TYPICAL ALL). }}J i h r' ! �., � � k7r;r " --�- - " ; j-itf 'If a '41 ,�I_ tl� 3 •�! I�I�4f 'i 1. 2 X R.R. 2'�C�2f3 } r 1�L. }, f co ''_ _ — — — — _ — =1 „ O.C. @ 16" O• f' r {" r C1.` F r }; f ',I ,� "{ �? lt,t 1 t1 cc L • ��,' �.! r �L I, ,hi � i ,�1 11A F�Ir }F,�f r �r F H� y,1�� ± :r4 } 4_��t l��' � t {i -{I�' 4 fa 1 4 1'.,J:F,'J11,,r, „(ff- ;,yFlt(� i--{{ t W \ 2' _�iT._ - \ fi , ''I t't �{j }i F{�✓�-7 S7T'�"- -r-_, ; ri I -- - -- - - i t �-{ ,� t � r�r � y i I ,- 1 y, T .�,. }, T�. .L, 1.1' 1 �- r ��I• 7 I �,t- .J' T: i{ \ / PROV. 1-1 3/4" X 11 7/8" GPLAM-1-1, U t jJ I :.� tt i'- !I , ti ;' r i:i Fit • -TIi _ r?r?rr? T 1I1 ;1. I QI I I II HIP OR VALLEY RAFTER. r T 1 � t y .I�1, ! L( F� y, � - T II L (TYPICAL ALL AREAS N r io �11 r,� T� 4 ar F i t if l {.= iST rj sir, ! 1 7 rr,[ ri 1 �t fr 1 LTA , rT� 1 x I x r _r i I.'=�S I.}. 1 -Ll� r'_L i�-r��,JI- _ I t{ �xr�r{ . [ 7 _l 7li 1� __i_7 i PROV. 2-1 3/4" X 11 (V N �Ia i �, L .T�rTI I ?1 l— ll— 1l —! — = _ _ 7 8" G PLAM -- -- —r— -- — ----- - - — — — — LVL OVER ALL WINDOWS & }� _ — _ -- Y r -_r• 1'�- c`: rte-�-�;s-- :`r' `I-% C,l'r'f• r �i,. -T`i - . ;.:I.T`zTI;:;_ TOP PL. AS � : OPGS. UNDER r r Jar rr;; I S PROV. ROOF KRICKET AND ± � .�7 r r-,�srr rTr r_.tT t,! is,T_r`-L I' I ���_���,NOTED. (TYPICAL ALL AREAS) ¢ �j ALL NECESSARY FLASHINGrr 7 T st?�7 t ' r I. l T r 1 I± Iit 'I t _ - i_r: - - - H {- { -4• i ter.. ,_ L, r 1- r'^, '�-+. .i_ .-1_.-:h-i..!_ I- II " � - O z 1_ — r � I :CY s t�. u ; ; I � — — •' i , . --L�rr � r, . rl -, ':_} xTT,' - }- ---, '`_7:` X _ �(�,\\ �yF,lh {r{F r. I - _ ,1-.,7_.T.I"- - _ 7 yli' F _ I�' }i� N � T�-- {.- I 1 ; F�t. y �., -rte rt .t�: / 2•'X 12 R.R. 2"X 12"R.R. 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'l 1I 1.7i r i - W 1 t I r `! $"-L f 1 iHkj , r i T rT, r 11 �Lz i lrL r Ir = L�: (n II �I L — Lr} ," r 1 7.1-` — ., rr TS' r -+,- t \� L / !•fir ,` ,ar?-zl' �r_,t'i,_' ''z� '-�t;t>��`;��' ,_,_. rtl' :. r ;�li I � 7XI }- ,_rrr-'-r'-r ]-`SS T I- ILL T T Irl '-r'.r`-*_''�7--��`r 'r I r�. U . I r 3-,T ll ` ,.5.,. I• Z_ �R t (- _:i.IS" �..lY--I11�..,.ZI1 .I-'' n X �S T,.L 7 _i1T ,��i�� Lir L_.._s :_. -r-z_Zrr .l ' . `:-=: ' ., ,..- .7.r??- ... _ - -L1 j_1..1.r.' t.r 't. ..r. -, _ Z - dU W 0- �_ J 06 SEC.11/�II SEC.II/�II SEC.II/� II ow oW wm w� CEILING FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN r ]u- TLL r; 00 00 w° o r THIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. vk SCALE: NOTE: 1/411= ^II lo�� B INDICATES BEARING POINT LOAD `h THIS LOAD MUST TI TRL SIFERED RACING OFFICE C F I C E CT DWG. NAME: W/ADEQUATE VERTICAL BRACING. r C 2. 1 4,.0'7 2ND. FL. CEILING & ROOF FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUITHORIZATION BYTHE ARCHITECT. ANY REPRODUCTION IN PART A- 1 . 2 OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: a UU CONTRACTOR TO NOTIFY THE ARCHITECT 5 OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL uu CONTRACTOR WHICH DIFFER FROM THE 1� Z CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z PROV. DBL. 2"X 6"ACID 2"X6" Q SILL PLATE (TYP.) �i WALL U 10" P. CONC. FOUNDATION STUD WALL. PROV. MIN. 8" FDN. SHEAATHING �' N SIMPSON HL35 KANT-SAG LSTI22 OR HEAVY-DUTY SIMPSON LSTA21 STRAP EXPOSURE ABOVE FIN. GRADE Z a, (TYP. ALL AREAS) ;•'s'; �i' iii CONNECTION OF WALL •-' ANGLE BRACKET WITH 16 1 Od X 1 1/2 FASTENER O RIDGE ( ) (3) 2"X 10" , , ,,--SHEATHING TO WINDOW U BEAM (STRAP REQUIRED FOR 16 JOIST 1 SCREW THROUGH WINDOW i kli,qi ' HEADER o DBL. MICROLLAM DEPTH OR MEMBERS WITH SLOPE -`� - BRACE AT EACH HEADER .,.. �-0" , C7 �� 00 OF 7/12 OR GREATER). FLANGE O ti PROV. WATER BARRIER BETWEEN - �'.: - Ih , SHEATHING TO 2 X 6 STUDS ;� o0 ® � HEADER , CONNECTION OF WALL ® FOUNDATION WALL&ACQ. RIM JOIST. r. 0.75"X 33 MIL ' ' •' I;I� I � \ �N 2 X 10 R.R. PROV. 2 CONTINUOUS # 4Pi JACK T ` RE-BAR. (TYP. ALL AREAS) STUDS V w U c•, N M rn CORNER CONNECTION D2 CONNECTION OF RIGDE �Dj FOUNDATION DETAIL X- BRACING D3 CONNECTION OF WALL SHEATHING ��D5 Uo (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION q-3 (EXAMPLE) A-3 TO WINDOW HEADER q-3 ¢ a; o (EXAMPLE) (EXAMPLE) \ (EXAMPLE) \ R Ilk �. TRUSS/RAFTER \` 6 TO TOP PLATE (RPS4) TRUSS BRACING R - 38 HIGH DENSITY FOIL FACE PROV. CONC TAPERED CAP & FIN. PROV. "LIFETIME" "GAF"ASPHALT (MTS12) INSULATION. (TYP. ALL AREAS) FLUE CAPS. FLASH AS REQUIRED. ROOF SHINGLES (TYP. ALL AREAS) 2"X 12" R.R. 16" O.C. - P. ALL PROV. CONT. "COBRA" RIDGE VENT OVER 15 L.B. FELT, (COLOR T.B.D.;) AREAS U.O.N.) (TYPICAL ALL RIDGE AND HIPS). PROV. CULTURED STONE PROV. "WEATHERWATCH" UNDER- 2"X 10" C.T. 16" O.C. - P. ALL FOR CHIMNEY. TYPE T.P.D. EDGELAYMOF ROOF ENTIRE BOTTOM r , EDGE OF ROOF UP 2'-0" (TYPICAL) V P OF RIDGE TOAREAS U.O.N.) K_ z PROV. 2-1 3/4"X ALL ROOF SECTIONS). - — — — — — — - RIDGE BEAMS. IPICAL ALA). I PROV. 2-1 3/4"X 11 7/8" MICROLAM (TYPICAL 5 8"ACQ. POYWD. SHEATH.. (z LVL OVER ALL WINDOWS & DOOR (TYPICAL ALL ROOF AREAS). Lu OPENINGS.FLUSH (TYP. ALL AREAS) P 2- P' �> FAN COIL FAN COIL --� I TOP OF 2ND FL. C.J. UNIT#1 UNIT#2 = r2• O /�� >`\ r -� r6• 2" X 6"WOOD STUDS W 1/2" CDC 2 16 1 I X1111 lij� = 11 O q -- Q PLYWOOD SHEATHING. (TYPICAL) 1 O \--STUD D TO STUD \� — --- \` / 2" X,0 P.ALL 161,O.C. _'i (CS16) _- - - - - - - -_ - ___ - - - ----- - - - _ - _ -- - -- PROV. 11 2 ACQ. W (TYPICAL A PERIMETERS) . . . U W 10d NAILS OR i STUD TO BAND JOIST OP 2ND. FL. WINDOWS __ �, PROV. - "TYVEK DRAIN WRAP" TYR. z z 16d SINKERS ; U) (CS16) P 3" O.C. VERTICAL ' ' — ' — ' — ' — ' — ' — ALL EXTERIOR WALL SURFACES.) W 4" O.C. HORIZON AL i ,�2 p i HEADER ANCHORAGE PROV. TIMBERTECH RADIANCE RAIL baa + , , , , 9 W 1 (LSTA18) SYSTEM FOR ALL RAILINGS OVER 2 O ,4 PROV. CONT. AZEK BEAD BOARD U) 4" X 4"ACQ POSTS. CAULK ALL i% ;%; - /1/21 GYP. BD.ALLSOFFIT W/SCREENED 1"VENT.i , ,., STRONG-WALL 19 EXPOSED JOINTS. (TYP. ALL AREAS) ! %% %', % '' �� /: i' SPRAY RAFTERS ABOVE W/ BLACK W 5t"p�G j, �.-: ii-,% i�- : r ./%. EXPOSED AREAS. // -%i r/r' .<ci-' .•; SH EARWALL ' �' % PICAL AT �, , „ / . , PAINT. (TYPICAL ALL AREAS) EACH CORNER) 6 -g j ' /- �/' % % - /.' PROV. 3/4"T&G PLYWD. SUB-FLR. r ` (TYP. ALL AREA ). 10 11 7 B � Z LL PROV. 8 X BEAM / O — � PROV.SELECT OAK FL. PRE-ATTACHED S LL PLATE TO TOP OF SECOND FL. (REF. PLAN FOR LOC.) Q PHD6 WITH a ° F UNDATION �. 12 SDS 1/4 X 3 - - _ _ - __ __ _ _ - -- _-- _ _ vl \ v� NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL a CONTRACTOR WHICH DIFFER FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ Z PROV. ONT. "COBRA" RIDGE VENT 0 (TYPICAL ALL RIDGE AND HIPS). r. TOP OF RIDGE U _ . L. _ . _ . — . — . — . — . - PROV. "LIFETIME" "GAF"ASPHALT ,N --- - \ -- - ROOF SHINGLES (TYP. ALL AREAS) Z OVER 15 LB. FELT, (COLOR T.B.D.) .~-1 PROV. "WEATHERWATCH" UNDER- OU \ LAYMENT ALONG ENTIRE BOTTOM O ')O" (TYPICAL) 00 TOP OF 2ND FL. C.J. /- EDGE OF ROOF UP 2 L ALL ROOF SECTIONS C7 RM E// /, i TOP 2ND. FL. WINDOWS _ , _ , _ • _ • _ . _ . _ U U I PROVIDE 5" EXPOSURE - "CEDAR IMPRESSIONS BY"CERTAINTEED" Tim- AMA/m/11 % OR APPROVED EQUAL. a, 9' 0 00 / r / 6-8 JAMMERS. r '" j ���� \ U O M NN NN PROV. 5 4"X 8" 11,11 FRIEZE BD. I ' .. % I FILL ALL NAIL HOLES AND APPLY 2 \ � �" _ �� COATS "BENJAMIN M RE PAINT \'\" 00 OR APP. EQ. (TYP. BOTH SIDES) ,\` 12 , : . MND. P F SECOND FL. TO O S CO 12 \\N . 6"WHITE ALUMINUM GUTTER AND , a 1 LEADERS. (TYPICAL ALL AREAS). ,.., \: m : '. 311811 ... _\a V.1.F. TOP OF 1 ST. FL. WINDOW ,\ \ r CONT. "AZEK" BEAD BOARD \ "\ I I I I SOFFITW/SCREENED 1" VENT. �`�" . `� � SPRAY RAFTERS ABOVE W/ BLACK \��: \\��'..�. Vol j PAINT. (TYPICAL ALL AREAS) 9' I :; y;' /% PROV. 12" SQ. "RECESS. RAISED PNL. STRUCT. FIBERGLASS COLUMN 61-811 PAINT AS REQ. (TYP. ALL AREAS) IPill 1111il 1 1/2"THK. SLATE TOP OVER PROV. 5/4"X 8" "AZEK" CORNER Lu BD. TRIM W/ 1" "AZEK" BACK BAND. (TYP. ALL AREAS) FI FL. TOP OF RST J -- --___ - _ I❑ - ----- -- -- �' PROV. 5/4 X6 AZEK'WIND W O " V 1 r// ,.;%.,�,. TRIM W 1 AZE I / K BACK BAND. - -------- ----- ------------- -- ------------ --I (TYP. ALL AREAS) PROV. CONT. CONT. "AZEK" 0 I I I „ RAISED BAND: 12 W. X 3/4"THK. I I I I I I PACKED OUT, 1 - 2" BAND OVER. Lij y FILL HOLES & PAINT W/BEN- 8-4 MOORE FIN. (TWO COATS) (VARIES) I I I I I I Q W '� 11 I I I (TYP. ALL AREAS) (� W z �I FIN. GRADE I I I I i I I FIN. GRADE GRADE AWAY ( i GRADE AWAY U (TYP. ALL) (TYP. ALL) W cf) WI ,) -N � =�ELEVATION W o Z L- c/) ° _ -- -- --- O o 0 U D PROV. CONT. "COBRA" RIDGE VENT F- (TYPICAL ALL RIDGE AND HIPS). TOP OF RIDGE �< PROV. "LIFETIME" "GAF"ASPHALT co -^� ROOF SHINGLES (TYP. ALL AREAS) OVER 15 L.B. FELT, (COLOR T.B.D.) W ` PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG f \!\ EDGE OF ROOF UP 2T0" (TYPICAL) TOP OF 2ND FL. C.J.fell _ j / \ ALL ROOF SECTIONS). r PROV. 5/4"X 6" "AZEK" WINDOW TRIM W/ 1" "AZEK" BACK BAND. TOP 2ND. FL. , - (TYP. ALL AREAS) �, u n j �// \ PROVIDE 5 EXPOSURE - CEDAR / 3 ' IMPRESSIONS BY "CERTAINTEED" l i OR APPROVED EQUAL. 9 nD PROV. 5/4"X 8" "AZEK" FRIEZE BD. s FILL ALL NAIL HOLES AND APPLY 2 I COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (TYP. BOTH SIDES) (-TOP ND FL. 12 O OF SECOND 12 _ - WHITE 6 TE ALUMINUM GUTTER AND n 1 ,r, , 31 8 1 j,.%z " %i;?%%z%i LEADERS. (TYPICAL ALL AREAS). --------------- Z-LOP ---- ------------- — -- - TOP OF 1 ST. FL. WINDOW 7%i'j '" % /i/%"` 'r,: D I i ' / /O � y '"` I PROV. CONT. "AZEK" BEAD BOARD w — • — - — ' — - — • — • — I SOFFIT W/SCREENED 1" VENT. %� SPRAY RAFTER ABOVE W ] 0/00111V � . I S O E / BLACK PAINT. (TYPICAL ALL AREAS) j O C L 1/0 /%'" / PROV. TIMBERTECH "RADIANCE RAI " AD H / / /�j/ SYSTEM FOR ALL RAILINGS OVER SAN, r / ;;'i; 4" X 4"ACID POSTS. CAULK ALL W W 61-811 / I, j, j% / I EXPOSED JOINTS. (TYP. ALL AREAS) p 0 p PROV. 5 4"X 8" "AZEK" CORNER Z U Z I H BD. TRIM W/ 1 AZEK BACK Z p W p BAND. (TYP. ALL AREAS) W J p J TOP OF FIRST FL. J D W D r ❑ U m , I- r. , 0 0 w r 0 i PROV. IPE IRONWOOD DECKING H I 0 H> ;.>'" _ 5/4" 6" W. (TYPICAL ALL DE KS), r p p p w I PROV. CONT. CONT. "AZEK" Y D m D Q W W D cr RAISED BAND: 12' W. X 3/4"THK. 0 0 D�j 0 (VARIES) L, i PACKED OUT, 1 -2" BAND OVER. ' �� Lo W T W U Lo LL FIN. GRADE GRADE AWAY I FILL HOLES & PAINT W/BEN- r ti (TYP. ALL) I MOOR�P FIN. (TWO AREAS) p O r r- s'; W O O O r N N ' I I I I I I I I� `'•'� �� � ' � � O O � I SCALE: I I I I I I I 1411=1 1011 OFFICE SET DWG. NAME: _ 1 ,28, 1 0 BUILDING - ELEVATION ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4 OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: \ U CONTRACTOR TO NOTIFY THE ARCHITECT a OF ANY AND ALL REVISIONS DUE TO FIELD PROV. CONIC, TAPERED CAP& FIN. CONDITIONS, CLIENT,AND OR GENERAL ' FLUE CAPS. FLASH AS REQUIRED. CONTRACTOR WHICH DIFFER FROM THE u CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ Z PROV. CULTURED STONE PROV. ROOF KRICKET FOR CHIMNEY. TYPE T.P.D. PROV. ALL NECESSARY FLASHING U TOP OF RIDGE _ . -- - . — . — . — . — . _ . _ N / PROV. "LIFETIME" "GAF"ASPHALT O - - - - - - - ROOF SHINGLES (TYP. ALL AREAS) Z OVER 15 LB. FELT, (COLOR T.B.D.) 0 \, PROV. "WEATHERWATCH" UNDER- F•..� U LAYMENT ALONG ENTIRE BOTTOM TOP OF 2ND FL. C.J. - % \ ALL ROOF SECTIONS). O M TOP 2ND. FL. WINDOWS i 4.. X 6.. "AZEK"WINDOW TRIM W/ 1 AZEK BACK BAND. . — . _ . _ . — . _ . ^ . _ I I y u n � U OMt � ' PROV. TIME RTECH RADIANCE RAIL , i; >C r' \, SYSTEM FOR ALL RAILINGS OVER pap 4"X 4"ACQ POSTS. CAULK ALL N PROV. 5/4" X 8" "AZEK" FRIEZE BD. i F ..,a. � F ILL ALL NAIL H LE A : T O S ND APPLY 2 ... \' COATS BE - .\. NJAMIN AI NT OR APP. EQ. P. BOTHSIDES) TOP OF SECOND FL. ,� .,.• .T \.: 12 12 6" WHITE ALUMINUM LEADERS. - . . _.. - -- - - - - -- - -- - - - - - -- - --- - - --- - - - - (TYPICAL ALL ; \ 311811 --T \ TOP OF 1 ST. FL.WINDOW r. rr% %i<, Ei i 1 %< c r " : �: V. .F. _ _ _ _ _ _ PROV. CONT. AZEK BEAD BOARD \ \ , SCREENED 1 VENT. SOFFIT W/ ii, ,•/ /; %` r' .;>' '?'% '< SPRAY RAFTERS ABOVE W/BLACK PAINT. (TYPICAL ALL AREA i r. PROV. TIMB RT E ECH RADIANCE RAIL %. SYSTEM FOR ALL RAILINGS G OVER QQ 4"X 4"ACQ POSTS. CAULK ALL �� ''� ' EXPOSED JOINTS. P. ALL AREAS Lj _ II ! �I I F FIRST FL. T P FRS Al O O u I I I - U r PROV. "IPE" IRONWOOD DECKING Y 5/4 6 W. (TYPICAL ALL DECKS). PROV. CONT. CONT. "AZEK" O , RAISED BAND: 12 W. X 3 4 THK. ! I I I I I I I / }' PACKED OUT, 1 -2" BAND W U OVER. 8'-4" i FILL HOLES & PAINT W/ BEN- (VARIES) I MOORE FIN. (TWO COATS) Q W (TYP. ALL AREAS) z I I,f I I I I I I I I I � ❑ I I I I �� FIN. GRADE U Rz U) IYADEAAWAY i I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W rr EAST ELEVATION Z ° C� ow rr U) — 0 (I D 0 PROV.CONC TAPERED CAP & FIN. 0 U FLUE GAPS. FLASH AS REQUIRED. \ / D PROV. CONT, "COBRA" RIDGE VENT PROV. CULTURED STONE PROV. ROOF KRICKET �[ (TYPICAL ALL RIDGE AND HIPS). FOR CHIMNEY. TYPE T.P.D. PROV. ALL NECESSARY FLASHING i TOP OF RIDGE - PROV. "LIFETIME" "GAF"ASPHALT L - ROOF SHINGLES (TYP. ALL AREAS) /✓ `�� OVER 15 LB. FELT, (COLOR T.B.D.) T `\ PROV. "WEATHERWATCH" UNDER- � ., �` LAYMENT ALONG ENTIRE BOTTOM ^`� \;.. EDGE OF ROOF UP 2'-0" (TYPICAL) TOP OF 2ND FL. C.J. / - - - � 1! �\ � ��� ALL ROOF SECTIONS). / \ PROVIDE 5" EXPOSURE - "CEDAR ,iT ,. 1� � I IMPRESSIONS BY"CERTAINTEED" , � u u4, � I - `, � • - OR APPROVED EQUAL. _rTO P 2 N D_F L_WINDOWS_ - ------- T-__-- - -' `- e� u PROV. TIMBERTECH "RADIANCE RAIL" T /, \; - I' SYSTEM FOR ALL RAILINGS OVER i \ E 4 X 4 ACQ POSTS. CAULK ALL A / EXPOSED JOINTS. (TYP. ALL AREAS) 61-811 PROV. 5/4"X 8""AZEK" FRIEZE BD. SII --- - - - - - - - - 1 FILL ALL NAIL HOLES AND APPLY 2 �� �� COAT "BENJAM S J RE 00 PAINT OR APP. EQ. (TYP. BOTH SIDES) if TOP OF SECOND FL. _ 12 6"WHITE ALUMINUM GUTTER AND 311811 1 ' i . ii !/i%:. / / . S. CFY C L ALL AREAS ;.�;;,, LEADER PI A ). V.I.F. I♦ - - --- - ----- - o TOP OF 1 ST. FL. WINDOW B� % /<.% / ''r "!' y ' PROV. CONT. "AZEK" BEAD BOARD D — ' _ ' — ' i ' — ' — ' — --' SOFFIT W/SCREENED 1" VENT. cn "i. SPRAY RAFTERS ABOVE W/ BLACK I I PAINT. (TYPICAL ALL AREAS) r / U r PROV. TIMBERTE H �� I � C "RADIANCE RAIL I SYSTEM FOR ALL RAILINGS OVER � a- 7777 r, 4 X 4 ACQ POSTS. CAULK ALL W W 6'-8" EXPOSED JOINTS. (TYP. ALL AREAS) 0 � 0 I I I ! I Z D W p I J J III I I J I I D T F11111 111 11111 1111 111 1 1 1 11 Yy _.._ W P F FIR L. I II IIII TO O S / %r,• , - ---------- IRONWOOD > 0 > - PROV. IPE DE i CKIN , G �� �� 0w 5/4" 6"W. (TYPICAL ALL DECKS). W H zi PROV. CONT. CONT. "AZEK" D fr ](r W_W D 3'-0" RAISED BAND: 12"W. X 3/4" THK. 0 0 0 0 U)� 0 0 (VARIES) PACKED OUT, 1 -2" BAND OVER. n e !L W O W I FILL HOLES PAI T + -a: I ! O S& N W BEN FIN. GRADE i / p 0 O r I I M ORE FIN. O O COATS)GRADE AWAY I ! I I I I I I I � ) ,E`� W O O O r (TYP. ALL) I I ' T I I I I ('Tl'P.ALL AREAS) D r- a: O o0 O I I I I I I I I I I I ❑ I SCALE: I I I I I I I I I I I I I I I u— i n I I I I I I I I I I I I 1/4 -� 0 \ �\ OFFICE SET DWG. NAME: 2. 14.07 BUILDING WEST ELEVATION ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4. 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTSCLIMATE AND GEOGRAPHIC DESIGN CRITERIA � ' W GENERAL. NOTES (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) 1 FAMILY DETACHED DWELLING MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) HE HEATING Z ZONE 11B ' DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 1'2 WINTER ICE SHIELD U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE FLOOD HEATING DAYS = 5750 LOAD CATEGORY DTEMPN REQUIRED I U SPEED (MPH) WEATHERING FROST LINE TERMITE DECAY HAZARD ZONE 11 B DEPTH COINCIDENT WET-BULB TEMP. = 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 C) SUMMER DESIGN DRY-BULB TEMP. = 83 LOAD BEARING DETA( c� ` � rn WINTER DESIGN DRY-BULB TEMP. = 6 VALUE OF MAP#361030166 G MOD MODERATE ZONE 1 1 B EXPOSURE SOIL 3,000 PSF TO SLIGHTLY TOROOF (' o ` 45 PSF CATEGORY"B" "B" "SEVERE" 12" FOOTINGS = 11' YES EFFECTIVE DATE: U o 120 MPH HEAVY MODERATE GLAZING "U" FACTOR = 0.45 MAY 4TH 1998 O O N CEILING "R"VALUE = 0.45 CLIMATE-SPECIFIC REQUIRED & PROPOSED USE-16" BAS z EXTERIOR WALL R VALUE = 0.45 DESCRIPTION PROPOSED MINIMUM NOTES: CRAWL ` Pa FLOOR "R"VALUE = 0.45 R-VALUE R-VALUE tj WALL TYPE 1 10" P.CONC. 9' H. R - 10 R - 10 8" P.CONC. FNDN. WALL ON TOP OF FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS w W TOTAL EXTERIOR WALL.SQ.FT. = 5,548 SQ.FT. A CONT. FOOTING. OVER OUTSIDE AIR. TOTAL WINDOW SQ.FT. = 607 SQ.FT. WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 COX PLY WD. INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR tJ M cit DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION = UA ~ TOTAL DOOR GLASS AREA = 300 SQ.FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. R-VALUE DEPTH FACTOR R-FACTOR X PERIMETER 0 ~ o 00 FENESTRATION AREA = 907/5,548 X 100 = 16.4 WWR ROOF TYPE 2"X 12" DOUG FIR R - 38 R - 38 SAF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2-0" R-10 0.56 2,084S Q.FT. 1,167 U cl? TOTAL SQ.FT. AREA = 4,946 SQ.FT. FLOOR TYPE 1 3/4"X 11 7/8" R - 21 R - 21 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2'-0" R-19 0.56 -- N/A CEILING TYPE 1 3/4 X 11 7/8 R- 21 N/R 1 3/4 X 11 7/8 @ TGI PRO. 550 F.J. 16 O.C. EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 UNHEATED SLAB 4 R-4.5 N/A 2.377 SQ.FT. N/A NO MINIMUM EQUIPMENT PERFORMANCE SLAB 4" P.CONC. R - 9,2 R - 9,2 4 P.CONC.SLAB ON COMP. FILL TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED "UA" 1,167 `\ \ W/W.W.M. 6 X 6 REINF. \•>e, \` '\: >. EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE \ \ \ \N\ \. NAILING SCHEDULE WALLS WINDOWS ANDD DESIGN CRITERIA \\� y.. .: \ "11 OIL-FIRED STEAM AND DOE 10 CFR PART 430 DOORS \,\ �� \\ HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80%b,11- HOT < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION INSULATIONI REF. TABLE R301 .2 2 ' �, ., DESCRIPTION U - FACTOR X AREA - UA \� \\` \\ \\ <: \` R-VALUE CONNECTION FASTENING SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NO. COMMON WALL R-21 Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION GENERAL FLOOR P LAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)(�-D16" O.C. 38d PER RAFTER WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40' X 1.53ROOF > 30'-40-IX 1.53 WIND SPEED 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 1 120 M/HR 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END TOTAL AREA 5530 SQ.FT. W SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END r 1 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2 GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOTMETAL v 3. WALLS COCOMMON TO GARNER REINFORCRIAGE AND HOUSE TO DAVE A LAYER OFNG. TAPE, FLOAT, ANSAND )5/8 , Z 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. TABLE (1 ) ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS1609 . 6 .2 . 1I I Y OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba W 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE OP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD O WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD12 T . OR APP. EQ. HORIZONTAL LOADS VERTICAL LOADS 0 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST WIND LOAD ROOF VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD W OR BLOCKING (FACE-NAILED) 2-16D PER FOOT OVERHANG 0 uj GENERAL FRAMING NOTES WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR W Z 14 JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF ROOF ROOF ROOF ROOF ZONE ZONE 1. ALL WALLS, 2X4 AND 2"X6", TO BE STUD GRADE OF BETTER 16 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END O.C., TRANSVERSE 301<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 (n ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-81D EACH END 120 1 W 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 2. ALL WOOD FRAMING I'N CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK Ir I Ll 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST S.F. OF AREA WO JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT z LL 4. PROVIDE X-BRACING (DR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. 20 BAND JOISTS TO JOIST END-NAILED 3-16D PER JOIST FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. ( ) OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 12 U) 5. FLOOR CONSTRUCTION: 3/4"T. & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT W MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOODMINIMUM ED MINIMUM REQ'D. PROPOSED U) rr SQ.FT. OF NET GLAZOPENABLE TO FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING USE REQUIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ.FT. AREA% VENT/SQ.FT. AREA% O 6. ALL WINDOW AND DR. HORS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE 1"X 6"OR 1"X 8" 2_8D PER SUPPORT FURRED HT. FURRED HT. n Y SPECIFIED. ALL INT. HORS. TO BE (2) 2"X10" UNLESS OTHERWISE 1 ST. FLOOR 1 ST. FLOOR 0D SPECIFIED. 1"X 10" OR WIDER 3-8D PER SUPPORT U KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 10._0KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15°� D 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD Q. DINING RM. 70 SQ.FT, 293 SQ.FT, 6'-8" 7'-6" N/R 10'-0" DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS 0 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/6" FIELD GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-8" 7'-6" N/R 10'-0" GREAT RM. 70 SQ.FT. Q CC 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SQ.FT. 35 SQ.FT. U-8" 7'-6" N/R 101_01, BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SO.FT. 13% G GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD LAUNDRY RM. 70 SQ.FT. 128 SQ.FT. 6'-8" 7'-6" N/R 10'-0" LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5% � n 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD v/J FOYER N/R 121 SQ.FT. 6'-8" T-6" N/R 101_011 FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% BATH #2 30 SQ.FT, 37 SQ.FT. 5' 7'-6" N/R 10'_01. BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% W GENERAL ELEVATION NOTES 30 DIAGONAL BOARD SHEATHING STORAGE N/R 36 SQ.FT. 6-8" 7'-6" N/R 101_011 STORAGE N/R 10 SQ.FT. 28% 5 SQ.FT. 14% 1" X6" OR 1"X 8" 2-8D PER SUPPORT BATH #3 30 SQ.FT. 68 SQ.FT. 5' 7'-6" N/R 101-011 BATH #3 30 SO.FT. 10 SQ.FT. 15% 5 SQ.FT. 7.5% 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1"X 10" OR WIDER 3-8D PER SUPPORT BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SQ.FT. 471 SO.FT. 6'-8" T-6" N/R 10._pll STUDY 50 SO.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD 2ND FLOOR 2ND FLOOR ROOF VENTS. M. BEDROOM 70 SQ.FT. 328 SQ.FT. 6'-8" T-6" N/R 91_011 M. BEDROOM 70 SQ.FT. 107 SQ.FT. 33% 73 SQ.FT. 23% 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 1" 1 OD 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' T-6" N/R 91-0BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% BEDROOM #2 70 SQ.FT. 245 SQ.FT. 6'-8" 7'-6" N/R 91_01, BEDROOM #2 70 SQ.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% GENERAL PLUMBING NOTES 1"xs" oR11.x8" 2-8D PER SUPPORT M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R 91_011 M. BATH 30 SQ.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% 1"X 10"OR WIDER 3-81D PER SUPPORT M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R 91-01, M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R g'-p" M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE 2. IF WALL PLATES OR JOISTS ARE CUT CURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91-011 HALLIFOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% PLUMBING FIXTURES 0I3 EQUIPMENT, PROVIDE BRACING TO THE FRAMING DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, PER ALL APPLICABLE CODES. 2 SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SQ.FT. 73 SQ.FT. 5' 7'-6" N/R 91_011 BATH #5 30 SQ.FT. 15 SQ.FT. 16% 7 SQ.FT. 8% WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" N/R 91-0LINEN CLOSE N/R 5 SQ.FT. 23% 2 SQ.FT. 9% GENERAL HVAC SYSTEM NOTES BATH #4 N/R 52 SQ.FT. 6'-8" 7'-6" N/R 91-011 BATH #4 N/R 20 SQ. FT. 1 38% 1 10 SQ. FT. 19% O GUEST BED. 70 SQ. FT_ 287 SQ.FT. N/R N/R N/R GUEST BED. 70 SQ. FT. 86 SQ.FT. 30% 62 SQ.FT. 22% D cn 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL (n APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. W 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING UO D & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW.AND APPROVAL. �U Z WFna EMERGENCY ESCAPE/RESCUE OPENINGS DO SECT. R310 0 0 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING ` ' ", W ir W REQUIRED IN EVERY SLEEPING ROOM. 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. � U)0 coo 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. / o 4, MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. (n N 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" 1/411=1'0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). OFFICE SET v 1 DWG. NAME: 7. EXCEEDS CH PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH 9.22.06 ENERGY 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE RELEASABLE OR REMOVEABLE FRCM INSIDE WITHOUT USE OF KEY, ARETIONS,HE C PRGES,ANOFTHEA IFICT IO NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS TOOL OR EXCESSIVE FORCE, SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, A-5 FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION PROV. TU14" A ROUND'FIBER `l5" WALL STRUCTURAL TAPERED COL MN PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION REQUIREMENTS (TYP.ALL COLUMNS WALL2" I WALL Z 110 120 PRESCRIPTIVE DESIGN TWALL TABLE 3.3A ALTERNATIVE TO TABLE 3.3 1 " 0 O U L S U L S (AMERICAN FOREST & PAPER ASSOCIATION) 41, 41, U CONNECTION: NUMBER ROOF SPAN WALL WALL 1/2"ANCHOR BOLTS ," cv STORIES: (FT) REQUIRED CAPACITY OF CONNECTION (LBS) Z O FASTEST-MMEWIND SPEED ( PI30 CLEARANCE U ~ 20 206 - 681 291 6817 I� 110 120 100 U` N SILL PLATE TO 24 260 358 24" CLEARANCE 21 " TOILET, BATH AND FOUNDATION 2 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT 3� SHOWERS SPACED a� 00 (CRAWL SPACE 28 314 426 CEILING JOIST IN FRONT OF OPNG. CLEARANCE SCALE: 1 =1/2 Z OR BASEMENT) 32 368 A. 493 SPACING (IN.) (FT') SPACING (IN.) TOILET, BATH AND N CODES. I SHOWER SPACED a 36 422 561 16 8 3 3 SCALE: 1'=1/2" W 24 206 13 421 291 254 421 12 10 3 4 WALL U w WALL BOTTOM 28 260 358 110D BOX NAILS CAN BE SUBSTITUTED FOR M N PLATE TO 8D COMMON NAILS. cl FOUNDATION 2 H 314 426 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO 0 00 (SLAB-ON-GRADE) 2 32 RAFTERS, THE SUM M N 36 368N N . 493 OF THE TOE NAILS IN THE RAFTER AND CEILING U 0 — JOIST SHALL EQUAL 3"VENT V VENT 3•VENT 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS �-s REQUIRED. U = CONNECTOR UPLIFT LOAD. 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED \`\ ` \\ `` *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TOA 2X6 TOP PL. _0 \ \\\\ \\ \\\ FOUNDATION DESIGN PER SECTION 1.1.4. \\\ \ 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF \ '` 10 PSF(2/3 X 15 PSF). \\ \\ \\ 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO \•\\•• \\\\ SHOWER \\�\; ;:. SHOWER .�.� .;\.;\ BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOTUPLIFT STRAP CONNECTION REO. LOCATED WITHIN 8 FEET OF BUILDING CORNERS. `Q 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF ROOF-TO-WALL, WALL-TO-WALL, AND �/2" 1/2" \\\\ \ \ \ \ (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR ) 'l '/2' ,1/2• , 1/2"' 11/2" OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.313 ALT, TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST B.SINK B.SINK K.SINK D.W. B.SINK B.SINK & PAPER ASSOC.) 110 120 W c• WO. W FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON ('N') ( FASTEST MILE WI N DSPEED (MPH) GAGE NAILS END OF x 20 SECOND FLOOR GAGE STRAPRAP r 1 12 3 3 2° 2" 2" 4, 2", 2",j 2,\ 2 4, v C.0. C.O� 2" PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN FOREST & PA ER ASSOCIATION 16 3 4 3"VENT 1C.O. 110 1 20 20 3 4 3"VENT RAFTER/TRUSSROOF SPAN U' L4 S U' L" S 16 24 4 5 SHOWER \ W V SPACING (IN.) (FT.) 1,2,3 28 4 5 Q O REQUIRED CAPACITY OF CONNECTION (LBS) \ 12 341 %N . 80 427 339 280 32 5 6 W 16 421526 36 5 7 ,/2 ,,/2• , ,/2• ,,/2" ,1/2" 11/2 Q W 20 500626 w c B.SIN z Z UTL. INK WASHER DRYJR W 16 24 580 72628 660 826 U4 = CONNECTOR UPLIFT LOAD. W 32 740 927 L4 = CONNECTOR LATERAL LOAD. FIRST FLOOR Ir (PERPENDICULAR TO THE WALL) -2" 4„ 2" 2" z" rr 36 820 1027 S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) C.O. C.O. I I I N 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF W 0 U° = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P,S.F.), z U- L` = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) CEILING ASSEMBLY IS 0 TABULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEILING DEAD LOAD OF 10 PSF NOT CONNECTED TO THE ROOF ASSEMBLY, ui THE TABULATED NUMBER OF 2TABULATEDFUPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO 2 OR SHALL BE INCREASED BY 1 NAIL AT EACH END. 0 BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT FOR WALL-ONS, THE AND WALL-TO-FOUNDATION N FOUNDATION 0 LOCATED WITHIN 8 FEET OF BUILDING CORNERS. CONNECTIONS, THE TABULATED NUMBER OF NAILS Y SHALL BE PERMITTED TO BE REDUCED BY U 'TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. 0 WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO 1 NAIL AT EACH OF THE STRAP FOR EACH a D D FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE FULL WALL ABOVE. a. REDUCED BY 66 PLF (2!3 X 100 PLF) FOR EACH FULL WALL ABOVE. `TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FORTO APPROVED MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES C.O. 4 SANITARY SYSTEM 0 SHALL BE PERMITTED 1-0 BE MULTIPLIED BY 0.80. 4 5Q C1/8"SLOPE PER 1' 1/8"SLOPE PER 1' SILL OR E30TTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS PLUMBING 4"TRAP RESISTING LATERAL & SHEAR LOADS W PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) N "T,S. 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 100 110 120 90 100 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* , (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 32 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 U = CONNECTOR UPLIFT LOAD. W L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) j S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). 2ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT W IN ACCORDANCE WITH SECTION 3.4.4. U D Z Wa � _J06 5 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONSOwl0� RESISTING UPLIFT �ow 0 ; �� DCL SCC (A0 00 PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) ,* _�W (n W �. W O T 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS p FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) SCALE: 90 100 110 120 90 100 110 120 1/411=11011 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT OFFICE SET DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) 3.30. 1 1 PLUMBING RISER SILL PLATE TO FOUNDATION* RAM (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIRICATIONS WALL PLATE TO FOUNDATION 1-3 STORIES SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 40 33 28 25 51 42 36 32 BY THE ARCHITECT. ANY REPRODUCTIION IN PART (SLAB-ON-GRADE) OR WHOLE IS STRICTLY PROHIBITED BY LAW, A-6