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HomeMy WebLinkAbout42105-Z ��o1pg11FfOt,��oGy Town of Southold 8/21/2018 3 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39852 Date: 8/21/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 230 East Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/24/2017 pursuant to which Building Permit No. 42105 dated 11/1/2017 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: ACCESSORY NON-HABITABLE,NON-SLEEPING GARAGE WITH LOFT ABOVE(STORAGE ONLY), AS APPLIED FOR r The certificate is issued to Karagounis,Dennis&Katina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42105 03-22-2018 PLUMBERS CERTIFICATION DATED A th d Signature r �SUFFnt 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#: 42105 Date: 11/1/2017 Permission is hereby granted to: Karagounis, Dennis 25 Arleigh Rd Douglaston, NY 11363 To: construct accessory garage as applied for. At premises located at: 230 East Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-3-4 Pursuant to application dated 10/24/2017 and approved by the Building Inspector. To expire on 5/3/2019. Fees: ACCESSORY $364.00 CO -ACCESSORY BUILDING $50.00 Total: $414.00 Bui Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Z�'� 5EXgf` M4& House No. Street Hamlet Owner or Owners of Property: y yt Suffolk County Tax Map No 1000, Section _ ,- Lot i Subdivision Filed Map. Lot: Permit No. o,5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ A i nt S n re SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roger.rich ert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q �y�OUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dennis Karagounis Address: 230 East Road city:Mattituck st: New York zip: 11952 Building Permit#: 42105 Section. 106 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel 60A A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: "2 Story Garage" 1- Bath Fan, 1-Attic Fan, 1- Special 30A Receptacle, 3- Combination Smoke/ CO Detectors. Notes: Inspector Signature: Date: March 22, 2018 0-Cert Electrical Compliance Form.xls SOUTy� h� �O � • ho �ycoum,p .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST 14ce- [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0�'✓ Y'I1�-'�"`� �4 �A- 0V✓ eo-1 n(ro �V vugmis Q/ DATE INSPECTOR �y NOF soli p,to cOUNi'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE 1- INSPECTOR O �o��OF SOUTyolo OOUP(i`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: vl 0-irl ci'�V/ DATE INSPECTOR OP SO(/lyo� cOUPlIil TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE r I INSPECTOR " 0f SOblyo� 1 �'YOOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 224"" 0 DATE INSPECTOR u0 ho��OF SOUryolo UOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL Taw �" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: td n� l to✓, Rr4 '�ov� n✓ 40 DATE INSPECTOR ®� pF SOU oy�� lyol � o H O holy 0 MV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ])p9ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �4-- J. DATE INSPECTOR .. In pF SOUI�o ,0 6 # # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL /Cs [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �J) Vt4A,4 i;� DATE 3 b INSPECTOR CARY :INSULATION 16009 TH AVE BOHEMIA, NY 11716 P(631)218-9350 F(631)218-9354 August 2, 2018 York Homes '230 EAST ROAD MATTITUCK, NY 11952 RE: 230'EAST ROAD MATTITUCK, NY To Whom, It May Concern, On or about Feb 12, 2018 Cary Insulation installed 10" open cell foam 1146 Classic Max 2 in all cold ceiling areas and 5" open cell foam R-18 Classic Max 2 in all exterior walls throughout the 1St and 2nd floors as agreed upon with the homeowner and York Homes. Sho.uld you need any additional information regarding the install please do not hesitate to contact us. I have attached the signed work agreement as well, for your records. Respectfully, Matthew Scott Pro tion nager ® NEW YORKRIBBUILDING D TEChINOLOGY IG ROUP MAY 1 7 2018 3INLLJM DINGDv-,gX� . TOWN OF SOg7S,MOLD Affidavit Of 2015 IECC Compliance Date: 5/14/2018 Inspection Address: 230 East Rd. Mattituck, NY This is to Certify that on 5/8/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1320 Blower Door Test Result: 580 Conditioned Volume: 1 11212 Leakage in ACH50: 3 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: NA*** Leakage CFM@25: *** Supply R-value: Return R-value System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: INA CFM@25 Leakage Limit: INA CFM@25 *** EXCEPTION-All ductwork and air handier is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance:I INA R403.6 Mechanical Ventilation Rate: NA w/24 hour timer Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. nD [FQE0V[g NEW YORK ® (GROUP BUILDING � TECHNOLOGY JUL 11 2018 RLT"rNG DEW. Affidavit Of 2015 IECC Compliance Date: 7�/22/220N18 FS® ®LD Inspection Address: 230 East Rd. Mattituck, NY This is to Certify that on 5/8/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: i ,402.4 1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 13201 1 Blower Door Test Result: 1 560 Conditioned Volume: 1 1 112121 1 Leakage in ACH50: 1 3 402.4.1.2 2015 IECC Compliance:I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: NA*** Leakage CFM@25: *** Supply R-value: Return R-value System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: INA CFM@25 Leakage Limit: INA ICFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: INA R403.6 Mechanical Ventilation Rate: NA w/24 hour timer Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. REScheck Software Version 4.6.4 CN/J Compliance Certificate ® [ZC[E0V[E D Project 230 East Rd MAY 1 7 2018 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family BEING DEM. Project Type: New Construction TOWN OF SOT OLD Conditioned Floor Area: 1,260 ft2 Glazing Area 12% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: - Designer/Contractor: 230 East Rd Dennis Karagounis Tom Baccarella Mattituck, NY 11952 162-10 Crocheron Ave NY Building Technology Group Flushing, NY 11357 159 Rt25a (917)418-5883 Building 1 Suite 4 dengoun@aol.com Miller Place, NY 11764 631-495-0289 Tom@nybtg.com Compliance: Passes using UA trade-off Compliance: 4.7%Better Than Code Maximum UA: 255 Your UA: 243 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Uninsulated Slab: Slab-On-Grade:Unheated 104 0.0 1.042 108 Insulation depth: 0.0' 3.5" LD foam:Wood Frame, 16" o.c. 1,216 20.0 0.0 0.059 55 Pella windows:Wood Frame:Double Pane with Low-E 145 0.300 44 SHGC: 0.30 Insulated Garage door: Solid 126 0.110 14 9 Lite entry: Solid 20 0.200 4 R38LD foam rafters: Cathedral Ceiling 660 38.0 0.0 0.027 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in Reck Versio 4.6.4 and to comply with the mandatory requirements In the REScheck Inspection Checklist. Name-Titleign�e Date Project Title: 230 East Rd Report date: 05/14/18 Data filename: PANYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 1 of 9 CREScheck Software Version 4.6.4 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Complies? Comments/Assumptions &Req.ID Value Value 103.1, ,Construction drawings and }❑Complies ;Requirement will be met. 103.2 documentation demonstrate t❑Does Not [PRJ]1 j energy code compliance for the ; # ; 49) building envelope.Thermal ( +1❑Not Observable , envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and i J❑Complies :Requirement will be met. 103.2, !documentation demonstrate • ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. "❑Not Observable Systems serving multiple r :❑Not Applicable dwelling units must demonstrate compliance with the IECC ' Commercial Provisions. i 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies !Requirement will be met. 403.7 i sized per ACCA Manual S based Btu/hr Btu/hr ;[]Does Not [PR2]2 ion loads calculated per ACCA ; Cooling: Cooling: :❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. j ;❑Not Applicable l ' F 3 � F Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13,1 Low impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:\NYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions &°Req.ID "Value VaEue• 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ❑ Unheated ❑Does Not ;table for values. U ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F03]1 depth/length. :❑Does Not ;table for values. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ;` J❑Complies ;Exception: Requirement is [F011]z !to protect exposed exterior i ❑Does Not ;not applicable. insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.9 i Snow-and ice-melting system i. ❑Complies ;Exception: Requirement is [F012]z controls installed. f ❑Does Not ;not applicable. ][:]Not Observable I" ' ` ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: PANYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 3 of 9 section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions„ 6c Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable ' 402.5 ; ;❑Not Applicable [FR2]1 ; 303.1.3 LI-factors of fenestration products = ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not 10 ;with the NFRC test procedure or + ;taken from the default table. []Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. ttt I�I , " I❑Not Observable ; 3❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed,,and labeled as meeting ❑Does Not J ;AAMA/WDMA/CSA 101/l.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures IE]Does ❑Complies ;Requirement will be met, [FR16]z sealed at housing/interior finish Not I and labeled to indicate :52.0 cfm leakage at 75 Pa. # !E--]Not Observable I❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 :insulated >= R-8 where duct is ❑Does Not :completely inside the U >= 3 inches in diameter and >_ :building envelope. 'R-6 where< 3 inches.Supply and ❑Not Observable I return ducts in other portions of ❑Not Applicable ;the 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 I ❑Complies ;Requirement will be met. [FR15]3 i ducts or plenums. ❑Does Not U { ❑Not Observable ❑Not Applicable 403.4 R HVAC piping conveying fluids ; R- R- ;❑Complies :,Exception: Requirement is [FR17]2 i above 105°F or chilled fluids :❑Does Not not applicable. �. `below 55°F are insulated to >_R-3. ;❑Not Observable ❑Not Applicable j 403.4.1 ;Protection'of insulation on HVAC i❑Complies ;,Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. ❑Not Observable IE]Not Applicable 403.5:3 f'f Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not J ;❑Not Observable ❑Not Applicable 403.6 'Automatic or gravity dampers are t ❑Complies i Requirement will be met. [FR19]z !installed on all outdoor air ❑Does Not intakes and exhausts. "❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 J,Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:\NYBTG WORKFLOW\230 East Rd\230_east_rd.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:\NYBTG WORKFLOW\230 East Rd\230_east_rd.rck Page 5 of 9 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 1AII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 Jorthe installed R-values i ❑Does Not +provided. ❑Not Observable { ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assembles 402.2.5, �mass wall with at least 1/z 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 ; requirement applies(FR10). ;E] Steel ❑ Steel :❑Not Applicable I � , 3 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:\NYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 6 of 9 Section Plans Verified Field Verified # Final.lnspection Provisions Vaiue Value Complies?' Comments/Assumptions, & Req.ID 402.1.1, ;,Ceiling insulation R-value. ; R- ; R- :❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ;❑ Steel ;❑Not Observable FIM 6 [ 1 ; ; :❑Not Applicable FI1] ; 303.1.1.1,;Ceiling insulation installed per ❑Complies !Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. IE]Not Observable ❑Not Applicable 402:2.3iIi Vented attics with air permeable ' ' ❑Complies :Exception: Requirement is [FI22]2 f insulation include baffle adjacent ❑Does Not ;not applicable. to soffit and eave vents that - extends over insulation. E' ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI311 :insulation ?R-value of the : ;❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable U 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;,Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Exception: Requirement is [FI411 :cfm/100 ft2 across the system or ftz ft? :❑Does Not not applicable. <=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 I Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI2711 ;determine air leakage with ft2 ft2 :❑Does Not not applicable. either: Rough-in test:Total leakage measured with a ; ❑Not Observable 1 pressure differential of 0.1 inch : ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler :enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system 'including the manufacturer's air 1 handler enclosure. 403.3.2.1 ;Air handler leakage designated ; _ ❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of __'- - - I" ❑Does Not ;design airflow, IE]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats (❑Complies ;Requirement will be met. [FI912 installed for control of primary r . _ j []Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable , code specifications. IE]Not Applicable 403.1.2 ;Heat pump thermostat installed ''%=E' ' :I❑Complies :Requirement will be met. [FI10]2 !on heat pumps. S> ❑Does Not ❑Not Observable 1`4r r _5❑Not Applicable 403.5.1 )Circulating service hot water ❑Complies ;Exception: Requirement is 2 tv [FI11] systems have automatic or : . r;,.t,:, % ❑Does Not not applicable. accessible manual controls. ; ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: PANYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 7 of 9 section Plans Verified' Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403:6.1 jAll mechanical ventilation system€ JE]Complies ;Requirement will be met. [FI25]2 - Mans not part of tested and listed S ❑Does Not HVAC equipment meet efficacy Land airflow limits. ❑Not Observable i ❑Not Applicable 403.2 j Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]z through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback SSS control to lower boiler water ❑Not Observable ;temperature based on-outdoor i ❑Not Applicable ;temperature. 403.5.1.1 !Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 {have a circulation pump.The ❑Does Not :not applicable. system return pipe is a dedicated i return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- El Not Applicable ; syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal f ; ;for hot water demand within the t ;occupancy. Controls ;automatically turn off the pump :when water is in circulation loop i is at set-point temperature and j no demand for hot water exists. # } 403.5.1.2 ;Electric heat trace systems ;[]Complies ;Exception: Requirement is [FI29]2 _ comply with IEEE 515.1 or UL ❑Does Not not applicable. i 515.Controls automatically ; adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the { piping. 403.5.2 ;Water distribution systems that ❑Complies ;Exception: Requirement is [FI30]2have recirculation pumps that ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable ,water source through a cold ❑Not Applicable water supply pipe have a i demand recirculation water € ; system. Pumps have controls $ that manage operation of the pump and limit the temperature j of the water entering the cold i water piping to 1049F. f 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 }tested in accordance with CSA ❑Does Not :not applicable. B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units<3 psi for ❑Not Applicable j individual units connected to one or two showers. Potable water- ; ;side pressure loss of drain water ,heat recovery units< 2 psi for ; individual units connected to Ithree or more showers. E 404.1 ;75%of lamps in permanent ❑Complies :Requirement will be met. [F16]1 :fixtures or 75%of permanent []Does Not fixtures have high efficacy lamps. ` Does not apply to low-voltage ❑Not Observable ; lighting. []Not Applicable 404.1,1' ;Fuel gas lighting systems have j❑Complies ;Exception: Requirement is [FI23]3 Ino continuous pilot light. ❑Does Not :not applicable. ❑Not Observable j []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:\NYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 j ❑Does Not ❑Not Observable I i ❑Not Applicable 303.3 i Manufacturer manuals for ❑Complies :Requirement will be met. [F118]3 mechanical and water heating ❑Does Not systems have been provided. j IE]Not Observable ❑Not Applicable Additional Comments/Assumptions: J 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 East Rd Report date: 05/14/18 Data filename: P:WYBTG WORKFLOW\230 East Rd\230_east rd.rck Page 9 of 9 FIELD INSPECTION REPORT FOUNDATION (1ST �►�, �� a?,Iu1�.MYwt,a FOUNDATION / OMMINSULATION PER N.Y. - ENERGYROUGH FRAMING& PLUMBING STATE . / I MINE mwm ATM /��vWE • 1 1 i i A -- AN- 11 Lo � it O y CID Elm L I ti.9 Ll 1 1 MO. mv 710 o . �I 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. q2 t6— Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application_ Flood Permit _ Examined ,20J Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: YY ee 4Va-0loUA6Approved ,2011 Mailto: 94WAy Disapproved a/c ZK� � 1,�4 Ir\ �ot> A1s o ivy Q(?)&b Phone:0{I7�-41'S"5'9F� �4- Expiration ,20 Ovr` B ing Inspector OCT 17 2017 D FOR BUILDING PERMIT Date 20iL— FU11'LDING DEPT• INSTRUCTIONS TOWN OF SOUTHOLD 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,andAegulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signatu a of ap icant or name,if a corporation) )Vho" skvi AJV 1/363- (Mailing add ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ()M V1 2 fr Name of owner of premises. Dey yf( "kvO tl Ou.N'�S dk 1:::�116V%0-- (Xs --( s 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: 230 ax-5k- A4 a����v�1�- AJV 1/41 S House Number Street �/" Hamlet ; County Tax Map No. 1000 Secfio, _ �Bloc— ', Lot 7 } Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupy;icy, luso Cal.— 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Wort; (Description) 4. Estimated Cost Fee (To be paid on fling 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 8. Dimensions of entire new construction: Front Rear ,Depth. Height Number of Stories 9. Size of lot:-Front Rear Depth 10. Date of Purchase Name of Former Owner 11. 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 removed from premises?YES. NO, 14. Names of Owner of premises Address PhOne,No. Name of Architect, Address PlloneNo 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, SOUTHOLDTOWN 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFt(2 Deta't3 v aj o td,w i's being duly sworn,deposes and says that(s)he is the applicant (Name of individuYl contract)above named, (S)He'is the -0W KED (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. Swor to me this -� day of 20—T 0 lT tary Public SHAN ATKINSON "gn#re/kppIicant Notary Public,State of New York No.01 AT6364883 'r Qualified in Queens County fi Commission Expires Sept.25,201-11 I Scott A. Russell . ��-°sem 'f�� STO]KIMIWA\T]ER, suPERv;lsoR � MIA\,NAG IEI�u1[]EN F SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ')('IH[IS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. - ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑EA D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred-year floodplain as depicted - -on FIRM-M--ap-of-an-ywa-t-er-Cour-se:------ ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: ` 2 District NAME yt l lop®p��7'og--1 /0.5 /O /ir- / Section Block Lot t 0IR BUILDIING DFPlt_.N"f LSL ONLY Contact Information ( � O �� $� <~ Reviewed By: " - - — — — — — — — — — — — — — — — — Date- IQ Property Address / Location of Construction Work: —[!IZAlpproved for proces�tng Building Permit Stormwater Management Control Plan Not Required M �7�� / V �U �� �� ❑ Stormwater Management Control Plan i�,Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 1 i SOF so Town Hall Annex �,�Z76 �/�leplione 7 -180254375 Main Roadcn ax(631) 5-gg5o V P.O.Box 1179 �, ro er_rito outhol us Southold,NY 11971-0959 Lull COY BUILDING 1 �a BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: I( 2 t Company NaMe: 1 i.. Name: be—K License No.: , (Zg Address: Phone No.: - i I JOBSITE INFORMATION: (*Indicates required information) *Name: oc VL�'c *Address: - _ s2'3 *Cross Street: *Phone No.: E Permit No.: Tax-Map District: 1000 Section: p - Block: _ i Lot:-•� - 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) l (Please Circle All That Apply) I *Is job ready for inspection: i YES/ NO Rough In Final *fro-you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect ' Underground Number of Meters Change of Service Overhead � Additional Information: PAYMENT DUE WITH APPLICATION L1 (A, s r - 82-Request for inspection Form 4 o D NOV 2 0 2017 DFTT- TOWN OF S® GLD C4 ;t--Pa-;pa- 2-1 I S4 cj.,,v� .96 -r4- /\J- Vic*J �Z,n n-f-A ko,vc-)DUN IS CD Arc�hifect S u.dio, LLP Architects •Designers v-Planners 248-25 Northern Blvd, Suite 2H el- 21 D-40 8=4474 _) Nat Costanza, R.A., A.I.A. Little Neck, NY 11362-12E0 mail@ cdarchiteetstud�a`com Peter D Angelo, R.A., A.I.A. August 15, 2018 D I Town of Southold AUG 2 0 2018 Building Department P.O. Box 1179 Southhold, NY 11971 13UMDTNG DEM 'd`01�, v�;r`,DT.5'HO .D Re: New Accessory Garage 230 East Road, Mattituck NY Permit no.42105 To whom it may concern, Please be advised that I am submitting revised drawing A-101.03 to show the as-built conditions of the above referenced New Accessory Garage. The revised drawing show the Fire rated enclosure & FPSC door to the storage loft and the required thermal barrier. I thank you for your consideration into this matter and please feel free to contact me should you require any additional information. M LLP Nat Costanza, RA, AIA Partner Building Department Letter—As-built conditions.docx Page 1 of 1 CD Arc- FtCt LLP Architects •Designers .--Planners 248-25 Northem,Blvd, Suite 2H Nat,.Costanza, R.A.,A:I.A. Little Neck, NY 11362-1280 mail@cd ra itects udiioo.com Peter D'Angelo, R.A., A.I.A. April 16,2018 DD Town of Southold APR 1 6 2018 Building Department Town Hall 3Ij :.j:N{G DE'r-T. Southhold, NY 11971 TOWN OF SOtUTHOLD Re: New Accessory Garage 230 East Road, Mattituck NY Permit no.42105 To whom it may concern, Please be advised that the as-built conditions of the above referenced New Accessory Garage differ from the original approved plans as follows: 1. A partition with a door was erected to separate the two garage parking spaces at first floor. 2. Roll up garage doors were installed in lieu of the bifold doors at first floor. I thank you for your consideration into this matter and please feel free to contact me should you require any additional information. Yours Truly, RED CD Architect StudidC P cosy, 'yip Na ostanza, RA, A '9j► , oze0;d Q�' Partner AOR NE��O Building Department Letter 230 E Road,[Auttituck NY.docx. Page 1 of 1 CD Ar Architect' �dio, LLP Architects • Designe_rs Planners 248-25 Northern Blvd, Suite 2H 4'1)40$-44'7 Nat Costanza, R.A., A.I.A. Little Neck, NY 11362-1280 mai @cd rahiteets, d�o�com Peter D'Angelo, R.A., A.I.A. April 18, 2018 Town of Southold Building Department P.O. Box 1179 Southhold, NY 11971 Re: New Accessory Garage 230 East Road, Mattituck NY Permit no.42105 To whom it may concern, Please be advised that the following heating and cooling equipment was installed at the above referenced location: • One Fujitzu, Outdoor Condenser, Multi-Zone, Mini-Split, Model No. AOU36RLXFZH Rated Capacity: Cooling 35,200 BTU/h, Heating: 36,400 BTU/h Efficiency: 20.0 SEER • Two Fujitzu, Indoor Ceiling Mounted Evaporators, Model No. AUU9RLF Rated Capacity: Cooling 9,000 BTU/h, Heating: 12,000 BTU/h. • Two Fujitzu, Indoor Wall Mounted Evaporators, Model No. ASU9RLF1 Rated Capacity: Cooling 9,000 BTU/h, The above described heating and cooling mini-split system is in full compliance of the NY State Building Code. I thank you for your consideration into this matter and please feel free to contact me should you require any additional information. � tEID ARc'�i Q D Yours Truly, c®$ tt �► 0 . CDA ' c u to C� APR 1 9 2018 ,M TOWN OF SOS l OLD t Costanza, RA, AIA OF Nj Partner Building Department Letter Equipment Letter.docx Page 1 of 1 CD ArciEfit +dio, LLP Architect"'"" ignelrs re-Planners 248-25 Northern Blvd, Suite 2H Tel C��47)AQ( Nat Costanza, R.A., A.I.A. Little Neck, NY 11362-1280 mail,@darchiteetsf clio. om Peter D'Angelo, R.A., A.I.A. April 18, 2018 Town of Southold Building Department P.O. Box 1179 Southhold, NY 11971 Re: New Accessory Garage 230 East Road, Mattituck NY Permit no. 42105 To whom it may concern, Please be advised that the as-built conditions of the above referenced New Accessory Garage are in compliance with the NYS Building Code. I have submitted revised drawings showing the following revised items: 1. Open cell foam insulation was sprayed on the exterior wall and roof framing cavities. 2. A partition with a door was erected to separate the two garage parking spaces at first floor. 3. Aluminum & insulated glass, roll up, garage doors were installed in lieu of bifold doors. 4. Ventilation fans were installed in the loft& loft storage room. I thank you for your consideration into this matter and please feel free to contact me should you require any additional information. -D A%' _'5 �C,osrq,- Yours Truly, k, ��' C, CD c Studio LL oD '280 ! 1L .� APR 1 9 2018 Na Costa a, RA, AIA Partner TOWN OF SOUTHOLD Building Department Letter 230 E Road,Muttituck NY.docx Page 1 of 1 i, -e 'mss SURVEY OF LOT 105 BLOCK 7 MAP OF .I CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 NSF J,Q,F.WARD SITUATE 101 .65 CONCMON MATTITUCK , N 83 '00"E TOWN OF SOUTHOLD 40 1� FENCEaD SUFFOLK COUNTY, NEW YORK Mo° '� ', (oS.C. TAX No. 1000-106-03-04 00 Z. SHED C SCALE 1"=30' N 00 MAY 31, 2005 W AREA = 17,353 sq. ft. 0.398 ac. LOT 106 LOT 105 CERTIFIED TO: DENNIS KARAGOUNIS KATINA KARAGOUNIS STEWART TITLE INSURANCE COMPANY ABSTRACj T ZENSBANK, ITS ATED C SUCCESSORS AND/OR ASSIGNS CONC MON � I I W I I /WOOD STEPS LOT 104 3- I I I I o CELLAR II ENTR. I I �I8I I rt 0 28.2 ; 14.2' I I c a ONE STORY _ ONIMNEY I I kC'ONC RESIDENCE N LOT 107 14.2'zIaI '� 28.2' a3 CONC I �1 / ' all I I SAPS I � PR A S,`F��U� rAS,ESTABLIR� THE SHED F I vE L *Ls.O D��ppPROVED AND„ADOFM O ; isGCH U$Tfi3ONTHEINEW �hK..�SfiAuTE LAND P 1 O 0044'�c Lf) w. , z I I I o E I I I I CONC MON N 86.00�30.,W 1 TIE-139.37' a�j� Sj�rb7 •✓Q� E 00.00' AST ROAD N.Y.S. Lc. No. 50467 UNAUTHORIZED ALTERATION M ADDITION OF SECTION 72009 OF THE NEW YORK STATE ■ EDUCATION TO THIS LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Suocessor To: Stanley J. Isaksen,Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegn0 L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn— Title Surveys —Subdivisions — Site Plans — Construction Layout TUnON.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 J i t f7 SURVEY OF LOT 105 BLOCK 7 MAP OF CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 SITUATE NSF J.Q•F.WARD MATTITUCK 101 .65' MON N 83'40'00"E 1W °oKAOE TOWN OF SOUTHOLD ST SUFFOLK COUNTY, NEW YORK coNC 5=3 S.C. TAX No. 1000-106-03-04 MON 1 SCALE 1"=30' d F NDA N CR N ; MAY 31, 2005 N 00 NOVEMBER 6, 2017 STAKE GARAGE NOVEMBER 20, 2017 GARAGE FOUNDATION LOCATION S_3 (p ', a AREA = 17,353 sq. ft. •— } �`�6� 0.398 ac. LOT 106 TREE LOT 105 ���� CERTIFIED T0: DENNIS KARAGOUNIS KATINA KARAGOUNIS STEWART TITLE INSURANCE COMPANY ABSTRACTS INCOPORATED z CITIZENS BANK, ITS SUCCESSORS AND/OR ASSIGNS r7 W , CONC a i i MON w j j W��D C WOOD STEPS l� LOT 104 ' I I N0 CELLAR I I ENTR. o I I 7-Rao U8. c 28.2 3 14'2 "' CHIMNEY ONE STORY I I o a j o RESIDENCE N LOT 107 C,I I 14.2' c C Lil z j< CONC "' 28.2' --Ao tj' ' m= a I I I I D fT1 K) o CONIC _ 0 1 I I STEPS I PREPARED RSTANDARDSI FOR CORDAN t'R09ED E MINIMUM,'• Lr) I BY THE LIALS. tl a��. •EST ''.,�• F i j h l I O 170 TITLEASSOCI�A71 � '" �7A D Z I I I I I I O O ' Ze� c •5 "�7' �v MONIVY I I I N 86'00'30"x/ 71E=139.37' EDGE OF PAVEM 100.00' i No. 50467 EASTROAD UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft orwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND URVEYOWS INKED SEAL OR I EMBOSSED SEAL Y. BE CO NSLand Surveyor TO BE A VALID TRUERUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN I ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen,Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno LS. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 CD. Architect Studio B 3 Architects • Designers • Planners A-101 A-101 3 2'-O"X4'-0" n CSMT. WINDOWS D.H. WINDOW 30'-0" &: ;yE at Costanza, RA,AIA 24"X12" HIGH 2,500 PSI `lv Peter D'Angelo,RA,AIA CONCRETE FOOTING TO REST 11'-2" 12'-0" 6'-1D° 12 - 2 L7 ON VIRGIN SOIL (TYP.) 3u - _ � t_' 248-25 NORTHERN BLVD,SURE 2H (3) 2'-O"X3'-0" 3'-O"X4'-0" ,r— ;, LITTLE NECK, NY 11362 1280 D.H. WINDOW D.H. WINDOWTELEPHONE: 347-408-4474 - - - ---- - - — �- - -- - - -- -- - —— MAIL@CDARCHITECTSTUDIO.COM I �. — - -- - -- -- -- - - - - - --- - -- - - - - - I o 1X6 AZE TRIM 5'-O" II 10'-6" 12'-10" _I VENTED SOFFIT (TYP.) lo 2'-4"X3'-4" I I 1 O.H. WINDOW STORAGE R 2X4 WOOD STUD fi PARTITION (TYP.) I D.H. WINDOW - - - - - --- II (2) 2X4 POST 00 2 2x12co I ;o II ��° I A-101 I I +6 ( N I I /4 A 101 SOFFIT CORBELS c� v . — \ I CLO ETI 1 1 Its I m C-3 1 - I I _ - 1 HIGH EFFICACY WITH ILU—LI j 1X6 AZE TRIM J J i � o I o `� BULBS (TYP.) I I I I I PROPOSED 2-CAR g I A I // 9'-o"xT-o" ALUM. & A-101 I ; ACCESSORY GARAGE I A-1D1 INSULATED GLASS ROLL II I UP GARAGE DOOR (TYP.) I I 34;; 11GHo AIL ----------__ I ,II ----� � ;---------------------- � I I 3'-o"x4'-o" rl- - - - - - - - - - - - - - - - -- - - - �� �-I— — — — — — — — — — — -- — � Z I I � I I D.H. WINDOW - - - - - - - - - - - - - - - - UR i i11 (2) 2x12 I I I I L — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� (2)2x12 HEADER OVER (2) JACK STUDS & (1) KING STUD OVER ALL OPENING I Y 9'-0"X7'-0" ALUM. & INSULATED i — — — — i 9'-O"X7'-0" ALUM. & INSULATED I I o N I `- GLASS ROLL UP GARAGE DOOR— r — GLASS ROLL UP GARAGE DOOR —— r — J I 1 FRONT ELEVATION 2 SIDE ELEVATION _ _ _ _ _ _ -- __ _ _ -_- ------- I SCALE 1/4'=T-0' SCALE 1/4'�f-0' — — — — x 1 .NEA.Q.E.R Q R — — — — — — — — I ZHE�RRQVER —— JACK STUDS & (1) KING STUD JACK STUDS & (1) KING STUD 4' 0" 9'-0" X 7'-0" 4'-0" 9'-0" X 7'-D" 4'-0" PAINTED ALUMINUM FASCIA (2) 3'-0"X4'-0" (2) 3'-0"X4'-0" lo CLEAR OPENING CLEAR OPENING D.H. WINDOWS D.H. WINDOWS 30'-0" 12 -12 - 32 314- r— B 1 A-101 A-101 LLLLi GARAGE FLOOR PLAN - - - SCALE 1/4'=T-0' - 4" PAINTED ALUM. GUTTERS (TYP.) � 1- A-101 A-1D1 (3) 2'-0"X3'-0" - D.H. WINDOWS LiLu �I SHINGLES AS SELECTED ) iLji 30'-0" 3'-0"X WINDOW BY OWNER TYP. {� 1 ' � '�R D.H. WINDOW (TYP.) I I � _.. � -.; i ' � 15'-0" 2 S-0'XT-0" 15'-0" �- a L� D.H. WINDOW L L-1 �Pr's 19 12'-0" MAK. DORMER , 2X3 PAINTED ALUM. LEADERS TO SPLASH BLOCKS (TYP.) T�I To j n NEW 2X8 R.R. @ 16" O.C. i NEW 2X8 R.R. @ 16" O.C. DOUG. FIR-LARCH NO. 2 DOUG. FIR-LARCH NO. 2 III I III I I ( - 3 04-17-18 AS-BUILT CONDITIONS 150 CFM STORAGE I I I RM. VENTILATION FAN 5-C 23 8 o z ill ; 2X8 RIDGE Ili --- " ' -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•I, F-I- - - - - - - - - - -- - - c.3 C14III r- - - - - - - - - - - - - - - - -I �' 2 11-15-17 GARAGE DOORS REVISED oI Imo L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L- - L'`�J = III I I co 11 I I " i @' J 11-14-17 STAIR, WINDOWS & DOORS REVISED I ' --- STORAGE RM. �� (2) 2X8 VALLEY ,' 300 CFM LOFT00 VENTILATION FAN Z o 4 REAR ELEVATION SIDE ELEVATION MARK DATE DESCRIPTION SCALE 1/4=T-O' ®2017 BY CD ARCHITECT STUDIO, LLP 2 SCALE v4•=T-0' • A-101 A-101 NEW CLASS A ASPHALT ROOF " 2'-3"X4'-O' --� I 2X8 R.R. @ 16" O.C. WITH SHINGLES ON 15# FELT ON WARNING: UNLICENSED COPYING VIOLATES U.S. COPYRIGHT LAWS AND IS ( R38 OPEN CELL SPRAYED CDX PLYWOOD ON 2"x8" D.F. R38 OPEN CELL SPRAYED REFERENCE. ITS DISTRIBUTION NTO�INTERSTED NPARTIES�DOES NOT D.H WINDO `� I �' 2 3-0 X4-D 2X8 R.R. @ 16" O.C. WITH SUBJECT `� I ,' -- _ D.H. WINDOW PROVIDE RIDGE VENT 2X4 COLLAR TIES PROVIDE RIDGE VETT 2X4 COLLAR TIES N. I ' , FOAM CAVITY INSULATION TYP. ROOF RAFTERS @ 16 O.C. FOAM CAVITY INSULATION TYP. __ ___ ____ ______ __L ( ) CONSTITUTE A GRANT OF ANY IMPLIED OR EXPLICIT LICENSE TO COPY IT IN --- --\`I' OVER 2X8 RIDGE @ 16' O.C. OVER 2X8 RIDGE @ 16" O.C. (TYP.) --- --- ------------- N (2) 2X8 PROVIDE ICE SHIELD AT ALL WHOLE OR IN PART. 4R (2) 2X8 ,' I `� N N 2X RIDGE RAFTERS RAFTERS I `\RAFTERS A x n n x n;,c n + a unx n aCnx, c �x„; EAVES & VALLEYS (TYP.) A S i 2X8 RIDGE CD ARCHITECT STUDIO, LLP THE ARCHITECT OF THIS PROJECT DOES NOT A-101 ,;, AUTHORIZE THE COPYING OF THESE DESIGNS WITHOUT IT S EXPRESSED A-101 I, i �I I WRITTEN PERMISSION. V N II i II N T6” CDX PLYWOOD F' DOUBLE 2X4 TOP PLATE 1 CD Z II �''/� I �\\\ II Z EXTERIOR SHEETING (TYP.) `-- fib" GYP. r CLIENT -------� -----------------YP. -- - (2) 2X� VALLEY _ -------------- BOARD i 2X8 SHAPED MANSARD MR. & MRS. KARAGOUNIS II N 42" HIGH C' � 2X8 RIDGE � STUDS @ 16" O.C. GUARDRAIL SHINGLES AS SELECTED 2X4 WOOD STUDS 42" HIGH " 36" CDX PLYWOOD EXTERIOR _ (TYP.) _ 3'-0" 2' " i'� i 23'-9" i Z o III I III z o BY OWNER (TYP.) @ 16" O.C. (1YP.) GUARDRAIL 3; PLYWOOD SUBFLOOR OPEN TO I PROPOSED I STORAGE LOFT I SHEETING (TYP.) STORAGE RM. PROPOSED STORAGE LOFT PROJECT BELOW 4 " HIGH I " I I FINISHED FLOOR AS 2X8 BASE PLATE G ARDRAIL III NEW 2X8 R.R. @ 16 O.C. I NEW 2X8 R.R. @ 16" O.C, i SELECTED BY OWNER _ PROPOSED ACCESSORY ill DOUG. FIR-LARCH N0. 2 ; DOUG. FIR-LARCH . 2 II, � GARAGE 11111TH LOFT PROVIDE BRIDGING 2x12 c.6. @ " 2X12 C.B. @ 230 EAST ROAD, MATTITUCK NY 2 3'-0"X4'-0" GYp, SHEET TITLE D.H. WINDOW @ 8'-0" O.C. MAX. 12" O.C. 12" O.C. 12'-0" MACDORMER BOARD PROVIDE R20 OPEN CELL SPRAYED FOAM INSULATION CAVITY INSULATION 15'-0" IN ALL EXTERIOR WALLS (TYP.) o WOOD STAIR a PROPOSED FLOOR PLANS PROVIDE 2X4 CATS AT TO LOFT 30'-0" MID-HEIGHT (TYP.) (2) 2X4 P.T. SILL 4" CONCRETE SLAB WITH PROPOSED 2-CAR PLATE OVER TERMITE PROVIDE J4" DIA. X 8" ANCHOR 6x6-W1.4xW1.4 W.W.F. ON VAPOR ACCESSORY GARAGE SHIELD (TYP.) BOLTS @ 4'-0" O.C. & 2'-0" STORAGE RM. CLOSET �Ec ARc DATE: AUG. 2017 B 1 BARRIER ON 4' GRAVEL BED. FROM EACH CORNER (TYP.) .L `� c � T PROJECT NO: 17-136 41 -I_ - - -- -• = •- - - - - - - - — - - - �� — �- 'I 'I"•�r�ll'-�� - -•_.�_. —.- - - -- --...._ - - - - --- .�- -.... _ _ - C� tq � DRAWN- B N.C. A-101 A-101 wI-IIIIIS}-I! _ - 'IFI Ili—III- '��III—II .. III—II •I• -I•° W � 2P Y: 11 lll-' lll-I - r_--Ill= � lil-u; I: -lil - -w-I c y L , I L - i it-li. -lil-lid Y DWG NO: -III 11='' -WTI ,.I -i o z -w a I t Ufl I uw T o z N n ' �� � - � � ' A-101,02 T.;A .17. --ti ----------------- >'r 2BJQf y0 SHEET: 2 OF 2 24"X12" HIGH 2,500 PSI O �� -- CONCRETE FOOTING TO REST ON FILE: 17-136 oD+r�s K caaac�Re� y...�'' 03.DW„ VIRGIN SOIL. PROVIDE (2) # 5 DOB APPLICATION NO. GARAGE LOFT FLOOR PLAN ALONG SECTION A-A REBARS LONG WAY & (1) # 5 B CROSS SECTION B-B SCALE 1/4'=1'-a' SCALE 1/4'=T-0' REBAR @ 24" O.C. SHORT WAY SCALE 1/4'=T-0� (TYP.) 421105 Z B:\CD Projects\2017\17-136 Dennis Karagounis Garage\17-136 Dennis K Garage Rev 03.dwg,A-101,4/18/201811:27:03 AM,Nat CD Architect Studio B 3 Architects • Designers • Planners A-101 A-101 (3) 2'-O"X4'-0" 2'-8"X4'-0" CSMT. WINDOWS D.H. WINDOW Nat Costanza RA, AIA 4"X1 HIGH 00 PSI 30'-0" ti >,t g { Peter D'An elo,RA,AIA 2 2" G 2,5 vy CONCRETE FOOTING TO REST " - - 11'-2" 12'-0" 6'—iD" 12 — _ :: 4�ryJy }-- 1/ ON VIRGIN SOIL (TYP.) — — a (3) 2'-0'X3'-0" 3'-0"X4'-0" 2 � = 248-25 NORTHERN BLVD, SUITE ZH 4' - -- - - -- - - - - 1 D.H. WINDOW- - - - - - - - - D.H_WINDOW - >:<. LITTLE NECK, NY 11362-1280 � v TELEPHONE: 347-408-4474 MAIL@CDARCHITECTSTUDIO.COM 1X6 AZE FASCIA - - -- -- -- - -- - - �, I I 10-6" 12-10" _I `� VENTED SOFFIT (TYP.) 1X6 AZE TRIM 2'-4"X3'-4" I I 2X4 WOOD STUD I I S-0"X4'-O" D.H. WINDOW ISTORAGE R PARTITION (TYP.) I D.H. WINDOW - -- - -- - - I100I — -- 00 h (2) 2X4 POST I I (2) 2x12 I I - - --- --- -- - - -- - --- _ -- - a D �VIE � I I - AUG 2 0 2018 �I Z I I ��6; L o "' I I 4 SOFFIT CORBELS A-101 I I <„ Z I A-101 TIL.: '? . m i r . Itr �� '� :�+ LIGHT FIXTURE WITH n I HIGH EFFICACY LICHT 1X6 AZE TRIM T�" q I I I • I 1 N x I I N BULBS (TYP.) A I'M�,` l l i PROPOSED 2-CAR w o I I A " , A-101 I I i I INSULATEDCLASSIII ACCESSORY GARAGE I A-101 ! I UP GARAGE DOOR (TYP.) I/KAL J11 34'� IGH I I _ HA AIL ---------------- �� r---------------------- , I 3'-O"X4'-O" I — — — — — — — — — — — — — — — — — — — — -� I I I IUP ill i i i I r - - - - - - - - - - - - - - - - - - - -1 � - - - - - - - - - - - - - - - - - - - - - - - - oz I D.H. WINDOW 4R I (2) 2x12 i i i L - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2)2x12 HEADER OVER (2) I g JACK STUDS & (1) KING STUD li OSI i III OVER ALL OPENING I I i I I „ ” co I L — —; — GLAOSS ROLO-L UPUGARAGE DOORED - - - - r - GLAOSS ROLG+I UPUGAR GE DOORED - r - J I 1 FRONT ELEVATION SIDE ELEVATION tV n - - - - - - - - -- - - I SCALE 1/4'=T-O' 2 SCALE: 1/4'=T-o' - - - - - - 2z12�AQERQVR - - - - - - - - x1EAR�V�R -- JACK STUDS & (1) KING STUD JACK STIIDS & (1) KING STUD 4' 0" 9'-D" X 7'-0" 4'-0" 9'--0" X 7'-0" 4'-0" PAINTED ALUMINUM FASCIA (2) 3'-O"X4'-O" (2) 3'-0"X4'-O" CLEAR OPENING CLEAR OPENING D.H. WINDOWS D.H. WINDOWS 30'-0" 12 -12=- Y2 12— - 3? 314- — I B — A-1011 A-101 GARAGE FLOOR PLAN -- - - SCALE 1/4'=T-0' - - - -- -- - --- 4" PAINTED ALUM. GUTTERS (TYP.) - = -------- - -- --------- B � IL-LI- -- - , A-101 A-101 D.H. WINDOWS 30'-0" 3'-0"X4'-0" SHINGLES AS SELECTED LiLD.H. WINDOW BY OWNER (TYP.) 15'-0" 2 3'-O"X4'-0" 15'-0" d—iUL11 1 L] LU L D.H. WINDOW 2X3 PAINTED ALUM, LEADERS _LL Lj Ll I I 12'-0" MAK. DORMER I TO SPLASH BLOCKS (TYP.) 08-09-18 AS-BUILT NEW 2X8 R.R. @ 16" O.C. i NEW 2X8 R.R. @ 16" O.C. Ili � " CONDITIONS \ �e GYP. BOAR FOR DOUG. FIR-LARCH NO. 2 i DOUG. FIR-LARCH NO. 2 I I; THERMAL BARR ER 150 CFM 5'-Q" I 1 23'-8" I OVER SPRAY F I -- VENTILATION FAN 3 04-17-18 AS-BUILT CONDITIONS III I III --- - `„ �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � z o III I 2X8 RIDGE III r- 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I U N „ L - - - - - - - - I 2 11-15-17 GARAGE DOORS REVISED O ILL J o�10 �1� I '11 I 1 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I_ — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 �1 11-14-17 STAIR, WINDOWS & DOORS REVISED. U O I _ x II �`� (2) 2X8 VALLEY ,'� II 300 CFM MARK DATE DESCRIPTION w o VENTILATION FAN w o REAR ELEVATION SIDE ELEVATI 2 Uj II I �, II ;= 4 ON SCALE 1/4!=T-O' T ®2017 BY CO ARCHITECT STUDIO, LLP A-101 A-101 NEW CLASS A ASPHALT ROOF SCALE: 1/4'=T-O' 2'- "X4'-0 Z 3'-0"X4'-0" 2X8 R.R. @ 16" O.C. WITH SHINGLES ON 15 FELT ON " WARNING: UNLICENSED COPYING VIOLATES U.S. COPYRIGHT LAWS AND IS ( ) 2X8 R.R. @ 16" O.C. WITH D.H WINDO �`� i ,'� R38 OPEN CELL SPRAYED CDX PLYWOOD ON Z"z8" D.F. SUBJECT TO LEGAL PROSECUTION. THIS DOCUMENT IS STRICTLY FOR D.H. WINDOW --`� I ,' � o PROVIDE RIDGE VENT � 2X4 COLLAR TIES VENT 2X4 COLLAR TIES R38 OPEN CELL SPRAYED REFERENCE. ITS DISTRIBUTION TO INTERESTED PARTIES DOES NOT " ___ _ ____ .I, _ FOAM CAVITY INSULATION TYP. ROOF RAFTERS @ 16" O.C. PROVIDE RIDGE o --- = - ------------ =J_ - -' OVER 2X8 RIDGE @ 16' O.C. ( ) FOAM CAVITY INSULATION TYP. CONSTITUTE A GRANT OF ANY IMPLIED OR EXPLICIT LICENSE t0 COPY IT IN N --- 1 ---- - (2) 2X8 ,'i ------ ---- --- - - o --- N OVER 2X8 RIDGE @ 16" Q.C. (TYP.) PROVIDE ICE SHIELD AT ALL WHOLE OR IN PART. (Z) 2X8 EAVES & VALLEYS TYPIll . I A 2'6"x6'8' RAFTERS I RAFTERS 2X8 RIDGE A LILI, ' (TYP.) CO ARCHITECT STUDIO, LLP THE ARCHITECT OF THIS PROJECT DOES NOT A-101 F.P.S.C. D ,'� I SII A-iDl AUTHORIZE THE COPYING OF THESE DESIGNS WITHOUT IT'S EXPRESSED , I � WRITTEN PERMISSION. N i I i I I � N %" COX PLYWOOD F`'"J J/ %" GYP. BOARD FOR DOUBLE 2X4 TOP PLATE N o z II I _____________ ___ -- _--J____ THERMAL BARRIERNJ/ ______ CLIENT II ,�� (2) 2Xq VALLEY II U EXTERIOR SHEETING (TYP.) s C OVER SPRAY FOAM o rn II�i� I ��\II o / o, 2X8 RIDGE h WFC" TYPETXON STUDSH@ SHAPED MANSARD D MR. & MRS. KARAGOUNIS " � N � i �II N �; SHINGLES AS SELECTED 2X4 WOOD STUDS / " CDX PLYWOOD EXTERIOR _ (TYP.) 3'-0 2'- " Z o I I 23'-9" I Z o BY OWNER (TYP.) @ 16" O.C. (TYP.) SDE BD. AT EA. 3" PLYWOOD SUBFLOOR SHEETING (TYP.) i 1 F. PARTITION ;" PROPOSED I STORAGE LOFT "; PROPOSED ST RAGE LOF PROJECT W/ TYPE X ./ FINISHED FLOOR AS 2X8 BASE PLATE x PROPOSED ACCESSORY ill NEW 2X8 R.R. @ 16" O.C. i NEW 2X8 R.R. @ 16" O.C. Ili GYP. D. AT EA. \ \ SELECTED BY OWNER SIDE ill DOUG. FIR-LARCH NO. 2 i DQUG. FIR-LARCH N0. 2 Ili o Of - GUARDRAIL GARAGE WITH LOFT 2 3'-o'X4'-o" --------------- --------------- %" 230 EAST ROAD MATTITUCK NY PROVIDE BRIDGING 2X12 C.B. @ 2X12 C.B. @ e D.H. WINDOW @ 8'-0" O.C. MAX.. 12' O.C. GYP' 12" O.C. 12'-0" MA . DORMER BOARD PROVIDE R20 OPEN CELL SPRAYED SHEET TITLE - � FOAM INSULATION CAVITY INSULATION PROPOSED FLOOR PLANS IN ALL EXTERIOR WALLS TYP. I 15'-0" 15'-D°oo ;oo ( ) o WOOD STAIR 30'-0" PROVIDE 2X4 CATS AT (2) 2X4 P.T. SILL TO LOFT MID-HEIGHT (TYP.) 4" CONCRETE SLAB WITH PLATE OVER TERMITE PROVIDE J4" DIA. X 8" ANCHOR PROPOSED 2-CAR BOLTS @ 4'-0" o.c. & 2'-0" STORAGE Rte. CLOSET 6x6-W1.4xW1.4 W.W.F. ON VAPOR ACCESSORY GARAGE SHIELD (TYP.) '�� AR0 DATE: AUG. 2017 BARRIER ON 4" GRAVEL BED. FROM EACH CORNER (TYP.) � COS q�,j�j�� PROJECT NO: 17-136 A-B 01 A-101 uli= .I: - -- -� - - - - - - - - - - - - - - - - - - - - I. - _ -I - - - --� - - - - - - - - - - - - - DRAWN BY: N.C. ������ r — IICII � � T I a � � - -, IFI111 -II-III_ — 'I III-II • kI ~ -' II ml I W-1JT I 1 1 LWl l -1 W_W- I 111= • u=u lil mil�F DWG NO: -I I1„ 'I '' -ilr •I -� I Z -II ,I �_i -W-11 I;I' `o z 01.03 24"X12" HIGH 2,500 PSI 0 F SHEET: 2 OF 2 FILE: 17-136 DENNIS K CM AGE3EV _LLLLI 14 CONCRETE FOOTING TO REST ON 04.DWG VIRGIN SOIL. PROVIDE (2) # 5 DOB APPLICATION NO. GARAGE LOFT 'FLOOR PLAN ALONG SECTICJN A-A REBARS LONG WAY & (1) # 5B CROSS SECTION B-13SCALE: V4=T0'- SCALE 1/4=T-0' REBAR @ 24" O.C. SHORT WAY SCALE: 1/4'=T4r J 421105 (TYP.) Z 6aj GENERAL NOTES Accessory Garage Storage ZONING ANALYSIS 1HE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, NOTES AND CONDITIONS AT THE Proposed 2_Car w Loft ADDRESS. 270 E. ROAD, MATTITUCK NY 11952 CD ArchitectStudio SITE BEFORE WORK IS STARTED. 2. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO 230 East Road, Mattituck NY 11952 BLOCK: 7, LOT: 105 Architects • Designers • Planners COMMENCEMENT OF ANY WORK. 77 Nat Costanza RA, AIA 3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO VERIFY EXACT LOT AREA = 17,353 S.F. 0.398 ACRES) DO NOT PROCEED WITH Peter D'Angelo, RA,AIA LOCATION OF THEIR UTILITY LINES, SERVICE AND OTHER POSSIBLE EQUIPMENT. FRAwiIN a UNTIL SURVEY `" OF FOUNDATION LOCATION �� k°"fi ACCESSORY BUILDINGS AS PER SECT. 280-15 "`¢ Q 248-25 NORTHERN BLVD, SUITE 2H 4. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED TO EXISTING EE ,' FR D. CONSTRUCTION WHILE PERFORMING THE PROPOSED WORK DESCRIBED HEREIN. MAX. BUILDING HEIGHT FOR LOTS OF 17,353 S.F. = 18 FT. "a. _ LITTLE NECK, NY 11362-1280 PROPOSED BUILDING HEIGHT 18 FT. THEREFORE OK AS PER 280-15(B) ;$n 5. THE CONTRACTORS SHALL USE FIGURE DIMENSIONS AT ALL TIMES, DO NOT SCALE PLANS. TELEPHONE: 347-408-4474 RETAIN STOP lI WP,t " A..,,a ��i>=;P MAI LOCDARCHITECTSTUDIO.COM 6. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS FROM MAX. FLOOR AREA FOR LOTS LESS THAN 20,000 S.F. = 660 S.F. PURSUANT T i CH i ANY AGENCY HAVING JURISDICTION OVER THE PROPOSED WORK. PROPOSED FLOOR AREA = 30' X 22' = 660 S.F. THEREFORE OK AS PER 280-15(C) OF THE TOWi CODE. 7. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING PERMITS FROM THE DEPT. OF TRANSPORTATION FOR SIDEWALKS AND OTHER WORK LOCATED BEYOND THE STREET PROPERTY LOT LINE. MAX. WIDTH OF DORMERS = 40% OF ROOF WIDTH = 0.4 X 30' = 12 FT. APPR VED AS NOTED 8. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO CARRY WORKMEN'S COMP., DISABILITY AND LIABILITY INSURANCE AS PROPOSED WIDTH OF DORMERS = 12 FT. THEREFORE OK AS PER 280-15(D) DTE: B.P. a S REQUIRED BY DEPARTMENT OF BUILDINGS. A11 exterior lighting F E: installed.replaced or � � BY:_ `---- 9. THE CONTRACTOR SHALL NOTIFY THE ADJOINING PROPERTY OWNERS, IN WRITING, 5 DAYS BEFORE COMMENCEMENT OF ANY p N TIFY SUtw: ti?; r1-:Y' GNE T AT WORK FOR A NEW BUILDING. repaired Shall conform 7 5-1802 8 AM TO =t Phi FOR THE 10. THE ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE CONSTRUCTION OR SITE SAFETY. to Chapter 172 F LLOWING INSPECTIONS: of the Town Code 1. FOUNDATION - TWO REQUIRED WOOD CONSTRUCTION NOTES. '+ 11. NO BACK FILLING SHALL BE DONE UNTIL THE FOUNDATION WALL HAS BEEN BRACED AND WATERPROOFING HAS BEEN APPLIED. FOR POURED CONCRETE ' 2. ROUGH • "��, -�.:.� :; PLUMBING 12. A FINAL SURVEY MADE BY A LICENSED SURVEYOR, SHOWING BUILDING ON PLOT, ALL YARD DIMENSIONS SHALL BE FILED WITH INSULA? THE DEPT. OF BLDG. AT THE COMPLETION OF THE JOB. 1. ALL LUMBER TO BE GRADE MARKED PRIOR TO DELIVERY TO SITE. 4. FINAL : MUST BE COM, 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE SITE AND ADJOINING PROPERTIES. 2. STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH #2 875 PSI OR BETTER. LUMBER TO BE CONSTRUCTION GRADE 875 PSI A L CONST SHALL MEET THE UNLESS OTHERWISE NOTED. STANDARD GRADE 1100 PSI STUDS MAYBE 12 COMMON R QUIREMEP �.. THE CODES OF NEW 14. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MAY VARY DUE TO UNSEEN EXISTING CONDITIONS. Y( RK STATE. NOT RESPONSIBLE FOR 3. WOOD IRAMES CONSTRUCTION DETAILS SHALL CONFORM TO THE REQUIREMENTS OF NYS BUILDING CODE. Di SIGN OR CONSTRUCTION ERRORS. 15. ALL FOUNDATION WALLS BELOW GRADE TO BE 12" SOLID LOAD BEARING BLOCK UNLESS OTHERWISE NOTED ON PLANS. 4. ALL STRUCTURAL WOOD SHALL BE AT LEAST 12" ABOVE ADJOINING GRADE. 16. THE MANUFACTURER OR SUPPLIER OF ANY MASONRY UNITS SHALL SUBMIT CERTIFICATIONS ON APPROPRIATE FORMS INDICATING COMPLY WITH ALL CODES OF THAT THE MASONRY UNITS FURNISHED FOR THIS PROJECT COMPLY WITH R.S. 10-3 3.2 (10H & 1OJ FORMS). 101.6�� I I 5. THE MINIMUM DISTANCE BETWEEN BRIDGING SHALL BE 8'-0" D.C. NEW YORK STATE & TOWN CODES ___ _ _ Cr 17. ANY PLUMBING OR ELECTRICAL WORK TO BE PERFORMED BY A LICENSED CONTRACTOR. 6. HEADERS, TRIMMERS AND JOISTS UNDER PARTITIONS, ALL OPENINGS IN ROOF AND AROUND STAIRS TO BE DOUBLED. AS REQUIRED AND CONi)ITIONS ISI ISI _ -- 7. THE END OF WOOD BEAMS RESTING ON GIRDERS OR WALLS SHALL HAVE A 6" MIN, LAP AND BE WELL BOLTED OR FASTENED ^ 18. ALL ROOFING SHALL BE OF CLASS A. - _ WITH APPROVED METAL STRAPS: RS10-1 SEC. 9.5. ' _ - I 8. STUD LEARING PARTITIONS SHALL RUN DOWN BETWEEN THE FLOOR BEAMS AND REST UPON THE TOP PLATE OF THE PARTITIONS, S h�u- I v� Ain $ SHED I EX. GIRDERS OR FOUNDATION BELOW - v 9. STUD FARTITIONS, FURRED SPACES AND FLOOR PENETRATIONS SHALL BE FIRESTOPPED NYS BUILDING CODE. I I � 10. STANDARD HURRICANE CLIPS, STRAPPING AND ANCHORS TO BE PROVIDED. OCCUPANCY I OR PROPOSED ACCESSORY GARAGE WITH LOFT ! ELECTRICAL NOTES: USE IS UNLAWFUL I i WITHOUT CERTIFICATE 1. ALL ELEQRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. OF OCCUPANCY i I 2. ALL ELECTRICAL EQUIPMENT & WIRING SHALL BE IN ACCORDANCE WITH THE NYS ELECTRICAL CODE AND AS REQUESTED BY THE I COERTIFRICAHO DDITION TO THESE SIGN-OFFS, ETC. AND PAYNTS ALLTHE FEES ASRACTOR REQUIRED HALL BY TOHEAIN ALL LOCAL AUTHOIRTIESPPROVALS, AFFIDAVITS, TRUSS PLACARDIIN z Rr--"QU'RE'Q I I 3. ALL TEMPORARY ELECTRICAL EQUIPMENT AND WIRING SHALL MEET THE REQUIREMENTS OF THE NYS ELECTRICAL CODE, AND SHALL BE MAINTkIND TO MEET SUCH REQUIREMENTS. ELECTRICAL INSPECTION REQUIRED 4. PORTION"OF PERMANENT ELECTRICAL INSTALLATIONS MAY BE USED FOR TEMPORARY OPERATIONS PROVIDED THE REQUIREMENTS i I OF THE i:_ECTRICAL CODE ARE MET. t i I 5. AT LEAS" "' '49URS BEFORE WORK IS BFG!IN THAT MAY ArFECT A POWER LINE, ABOVE OR BELOW GROUND, THE PERSON t t SUPERINI'ADING THE WORK SHALL NOTIFY THE UTILTY COMPANY AFFECTED. t NEW CURB i j CONCRETE FOUNDATION NOTES: I ' 1. FOUNDATION WALLS AND FOOTINGS TO REST UPON VIRGIN SOIL OF HAVING A BEARING CAPACITY OF 2 TONS/SQ. FT. I NEW BROCKEN EXISTING DECK - STONE DRIVEWAY 2. ALL F001NGS TO BE CARRIED DOWN TO A MINIMUM OF S-O" BELOW ADJACENT FINISHED GROUND LEVEL WHEN EXPOSED TO SYMBOLS LEGEND EX. SHOWER \X0 FROST, EELOW HOUSE DRAINS AND DOWN TO VIRGIN SOIL EX. CELLAR 3. EXCAVATDNS SHALL BE SUBSTANTIALLY KEPT FREE OF WATER DURING FOUNDATION CONSTRUCTION AS PER C26-1105.5. FIRST FL. EL. DENOTES ELEVATION DATUM. !`'; DENOTES EXHAUST FAN TO OUTSIDE AIR. SEE FL. r( ENTRANCE 0.00' PLANS FOR LOCATION & CAPACITY. I I PLANTING STRIP 4. ALL CON RETE USED ON THIS PROJECT TO BE PROPORTIONED ON THE BASIS OF CALCULATED STRESSES LESS THAN 70% OF I 18'5 DENOTES WALL TYPE (SEE WALL & DENOTES LISTED TYPE SMOKE AND CARBON MONOXIDE �_ 28 2 _ ' BASIC AILOWABLE VALUES. 01 m DETECTOR WITH BATTERY BACK-UP. SEE FL. PLANS I 14.2 "' 5. CONCREE MATERIALS, DESIGN, AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. PARTITION ASSEMBLIES). EXISTING ONE C=; ( f 6. PLAIN CINCRETE TO HAVE A MINIMUM CEMENT FACTOR OF 5.75 BAGS PER CU. YD. OF CONCRETE AND MAXIMUM WATER CEMENT Al - FOR LOCATION I STORY RESIDENCE y� DENOTES DOOR TYPE (SEE DOOR .pJ, RATIO OT 7 GALLONS PER 94 LB. SACK OF CEMENT. SCHEDULE). a� PROGRAMMABLE THERMOSTAT. PROVIDE AT LEAST ONE OT I 14.2' I �°p MARK DATE DESCRIPTION IN EACH DWELLING UNIT AS PER SECT. 403.1.1 0 28 2 I ql� 7. CONCRFE TO DEVELOP A MINIMUM STRENGTH OF 2,500 PSI AT 28 DAYS. NYCECC. Q 1 DENOTES WINDOW TYPE (SEE WINDOW I I 8. CONCREE WHICH IN ITS FINAL STATE WILL BE EXPOSED TO THE ACTION OF FREEZING WEATHER AND ALL CONCRETE FOR GARAGE, ®2017 BY CO ARCHITECT STUDIO, LLP SCHEDULE). Ll DENOTES LINTEL TYPE (SEE LINTEL SCHEDULE). ( 16'-0" FLOORS,ENTRANCE, PLATFORMS., STEPS AND PORCH FLOORS, RETAINING WALLS, SHALL HAVE A MIX DESIGN WITH THE ENTRAINED WARNING: UNLICENSED COPYING VIOLATES U.S. COPYRIGHT LAWS AND IS 00 t I AIR TO 'ROVIDE A CONCRETE WITH A MAXIMUM RESISTANCE TO FREEZING AND THAWING WEAR FOR THE AGGREGATE AND CEMENT SUBJECT TO LEGAL PROSECUTION. THIS DOCUMENT IS STRICTLY FOR MATERIALS LEGEND I USED. CONSTITUTE AIGRANT OFTS TRANY TIMPLIED ORION TO NEXPL�ICIIT LICENED SE TO COPY ITIES DOES IN 9. FOOTING; TO BE REINFORCED AND OF PLAIN CONCRETE AS PER PLANS. THEY SHALL BE 12" THICK & 6" WIDER ON EITHER SIDE WHOLE OR IN PART. D EX. CONSTRUCTION TO REMAIN NEW CAST IN PLACE CONCRETEOF 12."THICK WALLS ABOVE. CD ARCHITECT STUDIO, LLP THE ARCHITECT OF THIS PROJECT DOES NOT AUTHORIZE THE COPYING OF THESE DESIGNS WITHOUT IT'S EXPRESSED CONSTRCUTION (4,000 PSI). I WRITTEN PERMISSION. 10. FOUNDAION WALLS TO BE OF 12" PLAIN CONCRETE OR 12" APPROVED SOLID LOAD BEARING REINFORCED CONCRETE BLOCKS TO -- - --- EX. CONSTRUCTION TO BE REMOVED I 1=1 -1 SOIL/EARTH GRADE.SEE FOUNDATION PLAN. CLIENT t t I® NEW 1000D CONSTRUCTION GRAVEL CRUSHED STONE NE BELGIAN BLOCK I 11. SLABS 1N GRADE SHALL BE OF 4" CONCRETE SLAB (NATURAL AGGREGATE CONCRETE CONFORMING TO ASTM A-33 WITH A I DRI EWAY APRON i REINFOi 28 DAY STRENGTH TR NG OF 3000 P.S. ) PLACED OCN 4" MINIMUM BELO WELL TOP COMPACTED GRAVEL B. PROVIDE CRUSHED VAPOR BARRIER HEDS TONE FILL, AND MR. & MRS. KARAGOUNIS , RIER BELOW SLAB. NEW BRICK CONSTRUCTION i NEW 5TEEL CONSTRUCTION ' 9 12. ALL BARS MARKED CONT. SHALL BE LAPPED 36 X BAR DIAMETERS AT SPLICES AND CORNERS, AND HOOKED AT NON-CONTINUOUS - 100.00 139.37 ENDS. IAP TOP BARS AT CENTER BETWEEN SUPPORTS, AND LAP CONTINUOUS BOTTOM BARS AT SUPPORTS. PROJECT ® NEW CONC. MASONRY (CMU) STUCCO CONSTRUCTION 13. ALL REINFORCING SHALL CONFORM TO A.S.T.M. A615 LATEST EDITION GRADE 60. PROPOSED ACCESSORY EAST ROAD 14. ALL RENFORCING SHALL BE WIRED AT EVERY INTERSECTION. GARAGE WITH LOFT ABBREVIATIONS 15. MESH 1EINFORCEMENT: AS PER ASTM A185 & A82 - DESIGN STRESS 30,000 PSL 230 EAST ROAD, MATTITUCK NY SHEET TITLE A.L.G. AVERAGE LEGAL GRADE EA. EACH L.G. LEGAL GRADE EL. 16. ROD RIINFORCEMENT: HIGH STRENGTH DEFORMED BARS AS PER ASTM A616-GRADE 60 MINIMUM YIELD POINT = 60 KSI. A.D. AREA DRAIN E.B.C. EXISTING BOTTOM CURB EL. MANUF. MANUFACTURER A.F.F. ABOVE FINISH FLOOR E.C.C. ENERGY CONS. CONST. CODE N/A NOT APPLICABLE 17, SLUMP OF CONCRETE TO BE 3" (+-1"). SITE PLAN, ZONING, ENERGY B.C. BUILDING CODE DR. ELEVATION N.T.S. NOT TO SCALE BO. BOARD E.P.C. EXISTING PROPERTY LINE EL. N.Y.C. NEW YORK CITY B.F.E. BASE FLOOD ELEVATION EQ. EQUAL N.Y.S. NEW YORK STATE CONCRETE REINFORCING NOTES: BLKG. BLOCKING E.T.C. EXISTING TOP CURB EL. O.C. ON CENTER SE C.B. CEILING BEAMS EX. EXISTING P.B.C. PROPOSED BOTTOM CURB EL. SITE PLAN ERDATE: AUG. 20171. ALL PLAIN CONCRETE IS TO BE PLACED WITH SHRINKAGE AND TEMPERATURE STEEL PROVIDING A MINIMUM AREA OF 0.0018 TIMES �5 B.P. BASE PLANE EXT. EXTERIOR P.EL. PROPOSED ELEVATION C'. PROJECT NO: 17-136 SCALE:f = 16'-0' C� THE CROSS-SECTIONAL AREA OF THE ELEMENT BEING CONSTRUCTED MIN. 3-18" O.C. IN BOTH DIRECTIONS. WALLS EXCEEDING r,, CL. CLOSET F.A.I. FRESH AIR INTAKE P.T. PRESSURE TREATED ( # ) Q�' �P �_�:�.''�'DRAWN BY: N.C. CLG. CEILING F.C.F. FINISHED CELLAR FLOOR EL. P.T.C. PROPOSED TOP CURB EL. 10" IN THICKNESS TO BE PROVIDED WITH TWO LAYERS OF REINFORCEMENT WITH% TO Y3 OF THE REINFORCEMENT PLACED ON DWG-N10: C.M.D. CARBON MONOXIDE DETECTOR F.D. FLOOR DRAIN P.P.L. PROP. PROPERTY LINE EL. THE ERTERIOR SIDE. 114 C.M.U. MASONRY UNIT CONCRETE F.D.N.Y. FIRE DEPARTMENT Q.T. QUARRY TILE C.O. CLEAN OUT F.F. FINISH FLOOR R.S. REFERENCE STANDARD 2. FOR 12" X 24" PLAIN CONCRETE CONTINUOUS WALL FOOTINGS: USE (2) #5 LONGITUDINALLY AND (1) #5 EVERY SIXTEEN INCHES 01.00 CONC. CONCRETE F.F.F. FINISHED FIRST FLOOR EL. S.D. SMOKE DETECTOR IN THE TRANSVERSE DIRECTION. 4f CONT. CONTINUOUS F.P.S.C. FIRE PROOF SELF CLOSING SIM. SIMILAR - ' SHEET: 1 OF 2 C.T. CERAMIC TILE F.W.C. FABRIC WALL COVERING T.B.L. TO BE LEGALIZED J. FOR 12" THICK PILIN CONCRETE FOUNDATION WALLS: USE (2) #5 EVERY 24 INCHES (ONE IN EACH FACE) IN EACH DIRECTION. NEV"N FILE: 17-136 DENNIS K DET. DETAIL G.C. GENERAL CONTRACTOR M. TEMPERED a��_ "' GARAGE-RCIM D.E.P. DEP. OF ENVIRONMENTAL PROS. GYP. GYPSUM TYP. TYPICAL 4. THE USE OF ALTERNATE REINFORCING PROVIDING THE EQUIVALENT AREA OR STEEL MUST BE APPROVED BY THE ARCHITECT OR DOB APPLICATION NO. D.F.E. DESIGN FLOOD ELEVATION H.M. HOLLOW METAL UL UNDERWRITERS LABORATORIES ENGINEER PRIOR TO THE PLACEMENT OF ANY PLAIN CONCRETE. DIA. DIAMETER H.R. HANDRAIL V.C.T. VINYL COMPOSITION TILE D.J. DOUBLE JOIST INSUL. INSULATION V.D. WATER CLOSET D.O.B. DEPART. OF BUILDINGS INT. INTERIOR W.W.F. WELDED WIRE FABRIC D.O.T. DEPART. OF TRANSPORTATION LAV. LAVATORY W.R. WATER RESISTANT BACD Projects\201-A17-136 Dennis Karagounis Garage117-136 Dennis K-Garage-Rev.dwg,T-101,10/20/20179:36:41 AM,Nat CD Architect Studio B 3 Architects • Designers • Planners A-101 A-101 Nat Costanza, RA, AIA (1) 2'-8"X4'-0" WITH .. 30'-0" 24"X12" HIGH 2,500 PSI (2) 1'-8"X4'-0" CSMT. L :, `�v Peter UAngelo, RA,AIA 3�yrF CONCRETE FOOTING TO REST 10 " " WINDOWS (TYP.) �O y ON VIRGIN SOIL (TYP.) '-0 10'-0" vA? Q `.�. V-_ 248-25 NORTHERN BLVD,SUITE 2H °.: 2'-8"X4'-0" CSMT. = LITTLE NECK, NY 11362-128D WINDOW (TYP.) 12 -12- _ ❑_ `�s ;.:' . z<.... TELEPHONE: 347-408-4474 ( - - - -- - - - - -- --- - - - -- - - --1 - - - - - -- - - -- - - z MAIL@CDARCHITECTSTUDIO.COM = LH EEA I I I - I Td- - -- - -- - - -- - - - - - -- - - -- - - -- - - I a — L ❑ 1X6 AZE FASCIA I iil _ SWARM.I I2X4 WOOD STUD PROPOSED 2-CAR ACCESSORY GARAGE I - ❑ VENTED SOFFIT (TYP.) _ _ ❑ 1X6 AZE TRIM o PARTITION (TYP.) ❑ LLE _ (2) 2x4 P Sr --- ( ° R) 2X12LLLU I I -- - - =I - 0 I A-101 -- -- --© �1[=] ❑❑ SOFFIT CORBELS "v I -�----SII o i I — 1rl���llo � N z I I __ _ I x Ud U O I -I-----'I u7 O o I I o �� E�J o = = a ❑ ----SII x N I I N A - - LIGHT FIXTURE WITH ❑ 1X6 AZE TRIM A 101 III o A-101 LU-LL a LAE1L-1 a a HIGH EFFICACY LIGHT I Z FF1 n -- - --____-- _ _-- I a a ❑❑ a BULBS (TYP.) I' I--- ----------- ---I Dao ❑❑ oaaIL_jI IL__jI 34" NIGH i i i I - - -- - - -- - - . - - , HANDRAIL -- - - - - - --- _ - I --- -- I I I I ❑� � I I I I I I = I UPI I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - -I (2)2z12HEADER OVER (2) I 14 I (2) �z12 8-0"OLD" SE IONAL I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J JACK STUDS & (1) KING STUD II r�� II i GARAGE bOORS OVER ALL OPENING I II I i I L -- -- � - -- - - - - - - I- - — — — — - - - - - �- -- - - co I I I I N -- _ - - � FRONT ELEVATION 2 SIDE ELEVATION - - - - -- - - -- - - - - -- - - -- - — (2)2Xiz HEADER OVER (2) JACK STUDS & (1) KING STUD PAINTED ALUMINUM FASCIA (2) 1'-8"X4'-0" CSMT. 10'-0" 10'-0" ❑ WINDOWS (TYP.) 30'-0" 12 = - i -12— Y 34- 2 - 3N B 1 A-101 A-101 _ :IFff ❑ I ❑ -� I _ ❑ LLL - IL ❑ GARAGE FLOOR PLAN - SCALE 1/4'=T-O' - 4" PAINTED ALUM. -- __❑-- - - -- GUTTERS (TYP.) ❑ __ iL A-101 I 30'-0" 2'-8"X4'-0" CSMT. I I II SHINGLES AS SELECTED LU WINDOW (TYP.) ❑ -� ❑ ❑ LJ- / BY OWNER (TYP.) ❑ ❑ 15'-0" 15'-0" ❑ I ❑ ❑ LLfl� ❑ AJ L 2X3 PAINTED ALUM. LEADERS _LL LULLL fi-I I I 12'-0" MA . DORMER I TO SPLASH BLOCKS (TYP.) ill NEW 2X8 R.R. @ 16" O.C. i NEW 2X8 R.R. @ 16" O.C. Ili DOUG. FIR-LARCH NO. 2 DOUG. FIR-LARCH NO. 2 III -- 29 Lp" - - - - - - - - - - - - - - - - - - - ill I 2XSRIDGE III I - - - - - - - - - - - - - � I I Ili �' r - - - - - - - -T � - - - - - - - - - - - - - - - - - - - - - o I it Q - - - - - - - - � oL- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I Al DN. II (2) 2X8 VALLEY II c ,4R o I) ,�❑ ; ❑,'' II o 4 REAR ELEVATION ^ SIDE ELEVATION MARK DATE DESCRIPTION 2 "I' 0 2017 DY CD ARCHITECT STUDIO, LLP SCALE 1/4'=T-0' •_ A-101 II �• I �' II A-101 NEW CLASS A ASPHALT ROOF SCALE 1/4-T-O' SHINGLES ON 15# FELT ON WARNING: UNLICENSED COPYING VIOLATES U.S. COPYRIGHT LAWS AND IS I (1) 2'-8"X4'-O" WITH SUBJECT TO LEGAL PROSECUTION. THIS DOCUMENT IS STRICTLY FOR --------�\ I �, a (2) 1'-8_X4'-O" CSMT. PROVIDE RIDGE VENT 2X4 COLLAR TIES 2X8 R.R. @ PROVIDE RIDGE VENT ❑ 2X4 COLLAR TIES 2X8 R.R. @ REFERENCE. ITS DISTRIBUTION TO INTERESTED PARTIES DOES NOT CDX PLYWOOD ON 2X8 Df _ ___ _ __________ ___ ____ _______ ____ ___ _____________ ROOF RAFTERS @ 16" O.C. CONSTITUTE A GRANT OF ANY IMPUED OR EXPUCIT UCENSE TO COPY IT IN (2) 2X8 \I/ --1 - --- -' WINDOWS (TYP. FOR 4) OVER 2X8 RIDGE @ 16" O.C. 16" O.C. OVER 2X8 RIDGE @ 16" O.C. 16" O.C. WHOLE OR IN PART. N - •''V• (2) 2X8 PROVIDE ICE SHIELD AT ALL ' I RAFTERS I q .;- EAVES & VALLEYS (TYP.) A 2X8 RIDGE RAFTERS�� i `�\ I 2X8 RIDGE CO ARCHITECT STUDIO, LLP THE ARCHITECT OF THIS PROJECT DOES NOT A-101 ;;, _,`\ AUTHORIZE THE COPYING OF THESE DESIGNS WITHOUT IT'S EXPRESSED WRITTEN PERMISSION. 5° _ - DOUBLE 2X4 TOP PLATE � I CDX PLYWOOD %" GYP. o II ' ❑ I ❑\\�� II Z IE EXTERIOR SHEETING (TYP.) -------------------L--� C--J_____________-- ( CLIENT (2) 2X� VALLEY �� II j I ❑ BOARD - - - ! II I 26'-0" �` II � n - af ❑ 2X8 SHAPED MANSARD MR. & MRS. KARAGOUNIS ❑ STUDS @ i 6" O.C. x 2X8 RIDGE x SHINGLES AS SELECTED Ir I I I _ �I X" CDX PLYWOOD EXTERIOR _ (TYP.) " o ill i Ili g BY OWNER (TYP.) 3�" PLYWOOD SUBFLOOR SHEETING (TYP.) 42 HIGH Z III I III Z 2X4 W00 STUDS GUARDRAIL PROPOSED STORAGE LOFT i ❑ @ 16" 0. . (TYP.) 2X8 BASE PLATE PROJECT II " I; PROPOSED STORAGE LOFT FINISHED FLOOR PROPOSED ACCESSORY NEW 2X8 R.R. @ 16" O.0 NEW 2X8 R.R. @ i6 O.C. III DOUG. FIR-LARCH N0. 2 i DOUG. FIR-LARCH N0. 2 III � GARAGE WITH LOFT I I 230 EAST ROAD, MATTITUCK NY I 2X12 G.B. @ ❑ " 2X12 G.B. @ 2X12 G.B. @ 12" O.C. %� GYP. 12" O.C. 0 12" O.C. SHEET TITLE 12'-0" MA(. DORMER PROVIDE BRIDGING BOARD Of @ 8'-0" O.C. MAX. CD 15'-0" 15-°° o WOOD STAIR PROPOSED FLOOR PLANS 30'-0" PROVIDE 2X4 CATS AT (2) 2X4 P.T. SILL m TO LOFT MID-HEIGHT (TYP.) 4" CONCRETE SLAB WITH PLATE OVER TERMITE PROVIDE J�" DIA. 18" ANCHOR to 6441.4XW1.4 W.W.F. ON VAPOR PROPOSED 2—CAR SHIELD TYP. BOLTS @ 4'-D" O.C. & 2'-0" STORAGE RM. CLOSET BARRIER ON 4" GRAVEL BED. ACCESSORY GARAGE ( ) FROM EACH CORNER (TYP.) �R�C AR ' DATE: AUG. 207 1 i', \�� EGOS ti��'' PROJECT NO: 17-136 - - - - - - - - - -- - - - - - - - - - �.< --�- - - - - - - - - - - - - - - I,e � ?P i i DRAWN BY: N.C. �11u>1L gig