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HomeMy WebLinkAbout49883-Z O�Qg�1 FBI/( Town of Southold 3/26/2024 a� y P.O.Box 1179 0 W 53095 Main Rd Gy�jo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45076 Date: 3/26/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 825 Dogwood Ln, Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2023 pursuant to which Building Permit No. 49883 dated 10/13/2023 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: .as built"conversion of screen porch to living space(den)to existing single-family dwellingas s applied for. The certificate is issued to Poor Soul Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49883 12/4/2023 PLUMBERS CERTIFICATION DATED dl Auth 'ze ignature �o�SUFFot�-�o TOWN OF SOUTHOLD oy� 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#: 49883 Date: 10/13/2023 Permission is hereby granted to: Poor Soul Inc 19869 Greenbriar Dr Tarzana, CA 91356 To: legalize "as built" conversion of screen porch to living space to existing single-family dwelling as applied for with flood permit. Additional certification may be required. J At premises located at: 825 Dogwood Ln, Southold 1 SCTM # 473889 Sec/Block/Lot# 54.-5-33 Pursuant to application dated 9/28/2023 and approved by the Building Inspector. To expire on 4/13/2025. Fees: CO-ALTERATION TO DWELLING $100.00 Flood Permit $150.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $710.00 Total: $960.00 Building Inspector o��OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinla7.town.southold.ny.us Southold,NY 11971-0959 �yCOUNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Poor Soul Inc Address: 825 Dogwood Ln City:Southold st: NY zip: 11971 Building Permit#: 49883 Section: 54 Block: 5 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt. Wall Fixtures 1 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 8' Electric Baseboard Heater (2), 1'OOA Panel 30 Circuit/24 Used Notes: " AS BUILT NO VISUAL DEFECTS " Den Inspector Signature: c Date: December 4, 2023 S.Devlin-Cert Electrical Compliance Form.xls ho�aOF SOUjy�� 2�� # # TOWN OF SOUTHOLD BUILDING PT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s� DATE 7 INSPECTOR 0FSoUlyO� q TOWN OF SOUTHOLD BUILDING PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 1 L-T- coz L DATE INSPECTOR Of 50UlyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/C AULKING [ ] FRAMING /STRAPPING [ FINAL 4 S- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e a DATE INSPECTOR 1 l i ! ; �f oil f 15 30 1 0/� �_ _o, j O/OFF; � _row . • f � 0 kA t ; ; low I ' 10 kA 10 t kA 10kA �f0 �m�ov nazw�. Nq NN p ..;� .� R - Q„ t 0 : ► I LISTED . AFCI iSSUE NO AVCu s s r. y • zs ate`� t +. F c � ' � � :i �. � ..,.. �� �� �._...�_ �� !� �'� _._ �� ,,� � a� 1 ;� I • sit -- —add' =4a ,il --- ®Iz i N AOL- I- � t . lID1� is _•�+�_ Rlool _' ILL 1�. l t JEFF A. ! � ZAHNp*1 2 F-A ARCHITECT-PLANT R March 22;2024 Town of Southold Building Department 54375.Main Road Southold,.NY 11971 Re:O'Doherty Residence 825 Dogwood Lane Southold,NY 11971 TM.No.: 1000-54-5-33 To whom it may concern, This correspondence is to inform you that L Jeff A. Zahn, certify that the framing at the above noted location is,structurally. sound and conforms to code. The R-15 fiberglass insulation has been installed in the exterior walls.and R-21 fiberglass insulation has been, installed in the ceiling and R-30 fiberglass insulation in the floor., The insulation .and framing meet and exceeds the .requirements of the 2020 Residential Code of New. York State and the 2020 New York:State Energy Code. Should you.have any questions or.wncerns please feel free to contact me. Very truly yours; Jeff oherty File ` 2.159ROANOKE AVENUE miRIVERHEAD; MY: 11901 0 631.727.0544 e FCC: 631.7-27.5835 MELD INSPECTION REPORT DATE COMMENTS 4 ro rn FOUNDATION (IST) j ------------------------------------ FOUNDATION (2ND) � z 6 � 1 to ROUGH FRAMING& v 1 PLUMBING � O r t� INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS o l 31 a'at P f-co 4- Ef e-c+ Fl ocd Illoo Vtc*10T294 o .aa• a ��� R� � Z rn ►o ' o z �x d b H o�sufFae t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H� ya Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtown .gov Floodplain Development Permit Application PROPERTY INFORMATION: [Flood Zone: FIRM Panel: SCTM#1000- Address: T 2-5; `�n wt�r>g L. / - City: S'pc,4: 1, aI zip: I 1 9 '7 CONTACT PERSON: Name: �' i .}� Phone#: 9g C56 l�7 Mailing Address: -3 7 5 2 /4- Ear-- /14A11 bA) ltif y I I PROJECT DESCRIPTION: SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ❑ Residential(1 to 4 families) ❑New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: `. ❑ Located on individual lot ❑ Located in manufactured home park SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY)' ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained `. in;this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all work must cease until permit is re-issued.'Development shall not be'used or-occupied until a Cert.of Compliance"is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print namke e �� D • �. /� y Signature of Applicant: Date: TOWN OF SOUTHOLD—BUILDING DEPARTMENT - 2 Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy�®� � Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtomm.gov f Date Received APPLICATION FOR BUILDING PERMIT E7,C• E Y E1 For Office Use Only PERMIT NO. Building Inspector: G 2023 -Applications and,forms'mu"st be filled'out in their entirety.Incomplete Building Department applications will not,be,accepted..Where the Applicant is not.the owner; Town of Southold Owner's Authorizatiortform(Page 21 shall be completed. ,r Date: / d ZZ-3 OWNERS)OF PRb PERTY:, Name: r..vn P<5 ^� o key- Tsc7m-#1000- 6 -33 _ _... .. . Project Address: �_ N Phone#: V l 'Z 447 Email: ,ems= Mai ling Address: 7 '1,4rV'64- L G9._..:...... dad .. 44 �'v'• CONTACT PERSON: % 3 Name: Mailing Address: AK,�VtN- Phone#: Email: DESIGN'PROFESSIONAL:INF.ORMATION:: Name: ! Mailing Address: Phone CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED•CONSTRU,CTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No / b ��} -.PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants a restrictions with respect to this property? ❑Yes R1110 IF YES, PROVIDE A COPY. C hec' IC ,r : 8d�n :-"The owner con r�� g / tracto,/desigmprofessional is responsible�forall drainage and storm water.issues.as provided by- Cha�ter 236"o th To C�e.�g,t U--,- 1TION,IS HEREBY MADE to.-the Building bepartment for the issuance of a,Building Permit pursuant to the Building Zone Ordinance o�he�w £Sotitholil,Slol Coun ,New York and other a licable Laws Ordinances or Re ul ti e, f tY pp g a ons,.for the construction of buildings, add lions;alterations or for removaLor demolition as herein.described.The.applicant agrees to comply with all applicable laws,ordinances;building code,. I 4 '1--i housing code and regulations and to"ailin tauthoraed inspectors on.premises,and in buildings)for necessary inspections.False statements made herein are punig�habtle.as al.Class A�r^ 0emeahasr pursuant to Section,210.45"of the New York State Penal Law, ' es V I ✓ c. Application)'Subffiitted'BV(print name): 0Authorized Agent Qdw-ner Signature of Applicant: Cam---- Date: STATE OF NEW YORK) QQ S•e COUNTY OFU� 1� ) Joms being duly sworn;deposes and says that(s)he is the applicant (Name of individual signing contra above named, (S)he is the (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 fife this application;that all statements contained in this application,are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the.application file therewith. Swor before me this b, day of V(emuhr ,20L—L) l�V� .r Notary Pu li DEBMAH A.WOJCIK Notary Public,State of New York No.4990159 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner)" Commission Expires Dec.30, I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r; },r BUILDING DEPARTMENT- Electrical Inspector 4h�0 Gy-+c' TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny_gov - seand Dsoutholdtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO MATION (AII Information Required) Date: p 31 23 Company Name: VJ 6,1 I� Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: _5 Address: Sr � Cross Street: ,6 Phone No.: -,7 &Se 9-6 Bldg.Permit#: i�� � email: Tax Map District: . 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): b( �nv�1brl c� r� o` C� eYl Square Footage: 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 Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address Switches �1 I Outlets i GFI's Surface Sconces H H's UC Lts Fans I Fridge HW Exhaust Oven WAD Smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps H e Usec -pedal: .omments 2,114 r I urn ` " TAtl� ' 4L ollk-� "'o a ve� P ECE {I , vie oc/ w 6 �j� eUlld�n °uthol�►�t a Generated by REScheick-Web Software Compliance Certificate Project O'Doherty Residence J r Energy Code: 2018 IECC S E P 2 8 2023 .. Location: Southold, New York Construction Type: Single-family Project Type: Addition Building De'Pirtrtaen! Climate Zone: 4 (5572 HDD) Town of sot di�c:ic{I Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 825 Dogwood Lane James O'Doherty Jeff A. Zahn Southold, NY 11971 825 Dogwood Lane Jeff A.Zahn,Architect, P.C. Southold, NY 11971 215 Roanoke Avenue 818.288.8647 Riverhead, NY 11901 jimodoherty@gmail.com 631.727.0544 jazcad@msn.com Compliance: Passes using UA trade-off Compliance: 3.2%Better Than Code. Maximum UA: 95 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.26 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. Slab=on-grade tradeoffs are no longer considered In the UA or performance compliance path In REScheck: Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation,R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Ceiling: Cathedral,Ceiling 211 21.0 0.0 0.048 '0.026 10 ' 5 Wall:Wood Frame, 16"o.c. 506 15.0 3.0 0.061 0.060 19 19 Door: Glass Door(over 50%glazing) .SHGC: 0.15 36 0.260 0:320 9 11 Window:Vinyl Frame 1S6 0.300 0.320 47 50 SHGC: 0.29 Floor:All-Wood joist/Truss 210 30.0 0.0 0.033 0.047 7 10 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireme is listed 'irrthe REScheck Inspection Checklist. At A flea Name Title Signature Date Project Title: O'Doherty Residence Report date: 09/21/23 Data filename: 'Page 1 of 9 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 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 Plans Verified Fieldl�Verified # Pre-Inspection/Plan'Review. Value Value Complies? Comments/Assumptions. & Re .ID 103.11 ;Construction drawings and ❑Complies . 103.2 : `documentation demonstrate ODoes Not. : .. [PRl]l. 1 energy code'compliance for the. j I building envelope.Thermal El Not Observable ; [envelope represented on ❑Not Applicable i construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 1energy code compliance for [PR3]1 'lighting and mechanical systems. ❑Not Observable p� ;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 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 Ion loads calculated per ACCA � p Cooling: Cooling: ❑Not Observable U Manual j or other methods Btu/hr Btu/hr !approved by the code official. [ ;❑Not Applicable i Additional Comments/Assumptions: 11.1 High Impact(Tier 1), 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier Project Title: O'Doherty Residence Report.date: 09/21/23 Data'filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 jA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ;grade. ,❑Not Observable: ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [F012]2 `installed. ;❑Does Not o' ; ❑Not Observable j I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier.1) 2 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) , Project Title: O'Doherty Residence ` Report date: 09/21/23 Data filename: Page 3'of 9' Section Plans Verified Field Verified # Framing%Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.31 402.5 ;❑Not Observable ; [FR2]1 ❑Not Applicable 303.11 ;U-factors of fenestration products 10complies [FR4]1 !are determined in accordance ❑Does Not with the NFRC test.procedure or ; taken from the default table. -]Not Observable ; ❑Not Applicable 402.4.1.1 IAir barrier and thermal barrier ;, ." : []Complies [FR2311 installed per manufacturer's ❑Does Not instructions. ❑Not.Observable ;. f. ❑Not Applicable 7. 402.43 'Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not . IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ONot Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies ; [FR1211 i insulated>= R-8 where duct is ❑Does Not U j>= 3 inches in diameter and >= j R-6 where<•3 inches.Supply and ❑Not Observable ; i return ducts in other portions of ❑Not Applicable ithe building insulated >= R-6 for I diameter>=3 inches and R-4.2 ;for.< 3 inches in diameter. ; 403.3.2 1 Ducts, air handlers and filter ❑Complies ; [FR13]1 !boxes are sealed with ❑Does Not ©� joints/seams compliant with International Mechanical Code or ❑Not Observable I International Residential Code, as ❑Not.Applicable , (applicable: 403.3.5 Building cavities are not used as ❑Complies ' [;FR1'5], ducts or plenums. _ ❑Does Not ❑Not Observable ❑Not Applicable 403.3.6(l, Ducts partially or completely. ❑Complies. ; Z) buried in ceiling insulation have ` ' ❑Does Not [FR2;6]3.4- an insulation R-value not less Not Observable ; than•R=8,the sum of the ceiling ✓' insulation R-value against and ❑Not Applicable . above the top of the duct,and " against and below the bottom of the duct, is>=than R-19, ; .- excluding the R-value of the duct s P,," insulation: ,. ^ T High Impact.(Tier 1) 2 Medium Impact(Tier 2) "3, 'Low Impact(Tier 3) Project Title:'O'Doherty Residence Report date:. 09/21123, Data filename: Page 4 of 9 Section, Plans Verified. Field Verified # Framing/Rough-in Inspection Complies?, Comments/Assumptions &Re .ID Value Value f Ducts declared to be within the ❑Complies GFR2$]3 ^conditioned space are either 1) ❑Does Not y6% `.completely within the continuous []Not Observable ; air barrier and within the building r;thermal envelope,2) buried ❑Not Applicable within ceiling insulation in. F F accordance with Section ; R403.3.6 and the air handler is located completely within the I continuous air barrier and within t ; the building thermal envelope ; ; and the duct leakage is<= 1.5 F cfm/100 square feet of ` F F conditioned floor area served.by F ,yin; ✓ y the duct.system, or 3)the ceiling I insulation R-Value installed r against°and above the insulated duct>=to the proposed ceiling ; ✓ insulation R-value, less the R- ; u � i n value of the insulation on the 403.4 'FiVAC piping conveying fluids R- R- I❑Complies. [FR17]2 f above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to>_R- F F ' i3 ;❑Not Observable ; ❑Not Applicable 403.4.1 !Protection of insulation'on HVAC ❑Complies [FR24]1 I piping. ❑Does Not v ; [-]Not Observable j ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-­ R- ;❑Complies [FR18]2 4>R-3. ;❑Does Not �) ❑Not Observable i j❑Not Applicable , F 403.6' jAutomatic or gravity dampers are ❑complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. SSS �- ❑Not Observable ; 4 #❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tierj) 2,` Medium Impact(Tier 2.) _ [Low Impact(Tier 3) Project Title: O'Doherty Residence Report date:.: 09121/23 Data filename. Page.5 of 9 Section Plans Verified. Field Verified # ' Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 'All installed insulation is labeled f❑Complies [IN13]2 ;or the installed R-values S❑Does Not I provided. ® ; ❑Not Observable ; i ❑Not Applicable . 402.1.1, ;Floor insulation R-value. R- ; R= ;❑Complies ;See the Envelope Assemblies 402.2.E i ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 I ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable . I 1 1 I 1 303.2, ;Floor insulation installed per ❑Complies. 402.2.8 manufacturer's instructions and ❑Does Not ' [IN2]1 in substantial contact with the underside.of the subfloor,or floor bs le Eframing cavity insulation is in t Applicab e ;❑No I contact with,the top side of sheathing,or continuous `insulation is installed on the ; underside of floor framing and !top extends from the bottom to the of all perimeter floor framing ; .1 members. i 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 , [IN3]1 ;exterior,the exterior insulation :❑ Mass ❑ Mass :[:]Not Observable u !requirement applies(FR10). ❑ Steel Steel :❑Not Applicable 303.2 'Wall insulation is installed per f❑Complies [IN4]1 I manufacturer's instructions. ❑Does Not 1 I , 1 ❑Not Observable ; l ❑Not Applicable Additional Comments/Assumptions: 1 .High impact(Tier 1) 2 1 Medium Impact.(Tier 2)" 3'-'l Low Impact-(Tier`3) Project Title; O'Doherty Residence Report.date: '09/21/23 Data filename: .Page 6 of 9 Section Plans Verified. Field Verified # Final Inspection Provisions . Complies? Comments/Assumptions & Req.11) Value Value 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 402.2.E `[Fill' Applicable + � � ❑Not , 303.1.1.1, Ceiling insulation installed per ❑Complies ; 303.2 1 manufacturer's instructions. ❑ ' Does Not [FI2]1 i Blown insulation marked every 1300 ftz. ❑Not Observable ; ❑Not Applicable 402.2:3. !Vented attics with air permeable ❑Complies ; •[FI22]z insulation include baffle adjacent ❑Does Not Ito soffit_and eave vents that + �extends,over insulation. ' ❑❑Not.Observable Not'Applicable 402.2.4 'Attic access hatch and door R ; R- ;❑complies [FI3]1 1 insulation >R-value of the. ❑Does Not I adjacent assembly. + ;❑Not Observable ; j ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 lach in Climate Zones 1-2,and E❑Does Not i <=3 ach in Climate Zones 3-8. ;❑Not Observable El Not'Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ; [FI2711 determine air leakage with ftz ftz :❑Does Not either: Rough-in test:Total ,leakage measured with a ;❑Not Observable I pressure differential of 0.1 inch ;❑Not Applicable �w.g.across the system including + kthe manufacturer's air handler `enclosure if,installed at time of ,test, Postconstruction test:Total Ilea kage measured with a } I pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handier enclosure. .403.3.4 Duct tightness test.result of<=4 ; cfm/100 ; cfm/100 1❑Complies [FI4]1 . cfm/100 ft2 across the system or I 'ftz .ftz ;❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable 1 handler @ 25 Pa.,For rough-in ; ; ; pests;verification may need to ; 11]Not Applicable 1 ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1. !by manufacturer at<=2%of ❑Does Not jdesign airflow. . [:]Not Observable ; ❑Not•Applicable 403.1.1 Programmable thermostats „ .,, ❑Complies ; [FI9]2 (installed for control of primary ❑Does.Not Iheating and cooling systems and ;initially set by manufacturer to ❑Not Observable' ; 4 code.specifications. (]Not Applicable 403..1.2.: [Heat pump thermostat installed ❑Coi-hplies [FI10]z ion ps:heat pum ❑Does Not 1. ❑Not Observable-: . ❑Not Applicable. 403.5.1 ICirculating'service hot water ❑Complies ; [FI11]z "systerrts'have.automatic or ❑Does Not Eaccessible manual controls. •,❑Not.Observable , ❑Not Applicable 1 High Impact(Tier,!) 2 Medium Impact(Tier 2) 3.;,Cow Impact(Tier3) .Project Title: O'Doherty Residence Report date:, 09/21/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]2 Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy hand airflow limits per Table ❑Not_Observable ; 11403.6.1.. IE)Not Applicable 403.2 !Hot water boilers supplying heat ❑Complies [FI26]2 I through one-or two-pipe heating ❑Does Not systems have outdoor setback t ❑Not Observable control to lower boiler water `temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 1 Heated water circulation systems ❑Complies. ; [FI28]2 have.a"circulation pump:The ❑Does Not system return pipe is a dedicated return"pipe or a cold-water supply '❑Not Observable" pipe..Gravity and thermos- " ONot Applicable " syphon circulation systems are not present. Controls for {circulating hot-water system pumps start the pump with signal tfor hot water demand within the (occupancy.Controls ; automatically turn off the pump ; ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ; [F129]2 ;comply with IEEE 515.1 or UL ❑Does Not 1515, 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 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not I manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. 1 403.5.4 i Drain water heat recovery units 1 i❑Complies ; [F131]2 ;tested in accordance with CSA -3❑Does Not !pressure B55.1. Potable water-side loss of drain water heat ' ❑Not Observable ; I recovery units < 3 psi for ❑Not Applicable �individual'Unit's connected to one or two showers. Potable water- , side pressure loss of drain water yy heat recovery units < 2"psi for t I individual units connected to (three or more showers. ; 404.1 i90%or more of permanent ❑Complies ; [FI611 Mixtures have high efficacy lamps. E]Does Not ' 1ElNot Observable ❑Not Applicable 404 1:'1 Fuel gas lighting systems have ❑Complies ; )Ft23]3% no continuous pilot light. ❑Does Not ❑Not Observable':; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not " ❑Not Observable " j ❑Not Applicable T High`Impact(Tier 1), 2. Medium Impact(fier.2) Low Impact(Tier 3j Project Title: O'Do"herty Residence Report'date:•. 09/2.1/23 Data filename: Page 8 of 9' Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 363.3 Manufacturer manuals for ❑Complies [FI18]3mechanical and water heating ❑Does Not 1�systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High lmpact(Tied) 1,2 1 Medium Impact(Tier 2) 8 Low Impact'(Tier 3) Project Titles O'Doherty Residence Report date: 69/21/23 Data filename: Page 9 of 9 2018 IECC Energy NJEfficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor' MOO Ceiling / Roof 21.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.29 Door 0.26 0.15 CoolingHeating & Heating System• Cooling System• Water Heater• Name• Date: Comments C 0 _N.6�k_ AIL R 0 D 0 C -Ndgcb- �71 Do C AIL _411L�,_ Alk AIIL Alk AIL AIL S X -AL 11L IL C 0 _.^N V _A I 0 / a 9 � ECEQ � � SEP 2 P 2023 0 0 D 0 E3urrd€ng DepartlTnen� Town of southord OWNER'S NAME: DAMES O'DOHERTY ADDRESS: 825 DOGWOOD LANE, SOUTHOLD, NY I I CM I PHONE: (818)288-8647 NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF EMAIL: JIMODOHERTY5@GMAIL.GOM RIVERHEAD AND THE FOLLOWING: THIS APPLIGATION/ PROJECT WILL GONFORM TO THE 2020 RESIDENTIAL CODE OF NEW PORK � I STATE 51 O N �R O 5 5 I O I�t A L 5 TA T N 7 ENGINEERED STRUGTURAL GOMPONENTS AS PER A5GE -7-10 5 420 03' 10" E® 50.0' CODE GOMPLIANGE:THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NY5. ALL DETAILE5 AND n( INFORMATION HEREIN IS CERTIFIED BY THE LISTED DESIGN PPROFE55IONAL AND IN COMPLIANCE WITH THE TO THE BEST OF MY I: cv 6.3' FOLLOWING: NOWLEDLIA BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS AND,,__, Q m S1 I. 2020 INTERNATIONAL RESIDENTIAL GODS FOR ONE AND TWO FAMILYSPECIFICATIONS HOUSES 2. 2020 NY5 UNIFORM CODE SUPPLEMENT 8 � SHED 3. 2020 IEGG 4. ENGINEERED STRUCTURAL COMPONENTS PER A5GE 7-10 �I 15.0' 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY FAMILY PHELLIN65 " �� �®� � NOTE:I ( REAR SCREEN PORCH THERE SHALL BE NO DEVIATION IN GON5TRUTION PREGTIGE FROM THE REG2UIREMENY5 OF THESE DOCUMENTS. 180 S.F. MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN GH05EN BASED ON PREATA 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY O EXIST. SC FROMANGE D SCREEN - RECEIVED ZBA APPROVAL AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY d_ PORCH (APPEAL NO. 58Q6) ON DUNE 8, 2006 RE5PONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING GONVER51ON EXIST. PROCEDURES, INCLUDING THE PRODUGTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK BILGO -ISSUED BLD6 PERMIT 322a82 ON HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF 101-OtlAUGUST, 18 200& A]-L®W. r:)E-f=-L CT1®N5 ®fl= 5TRUC,7. M MDERS SUCH NOTIFICATION HAS NOT BEEN GIVEN. (EXIST) 26.25' (EXIST) -ISSUED FOR CERTIFICATE OF OCCUPANCY cYAs>f R30L?) 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE (NO. 2 - 3265Q) ON OCTOBER 5, 2007 STRUCTURAL MEMBER ALLOW THAT ALL REQUIRED PERMITS AND APPRDVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR DEFLECTOOf FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. RAFTERS HAYING SLOPES GREATER THAN 3/12 Ill NO FINISHED CEILING ATTACHED TO L/180 I 3. ALL PHASES OF WORN; SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY RAFTERS N REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING EXIST. I STORY N INTERIOR WALLS AND PARTITIONS H/180 JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE O FRAME DWELLING FLOORS AND PLASTERED CEILINGS MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY p L/360 CODE DISCREPANCY PRIOR TO CONSTRUCTION. m ALL OTHER STRUCTURAL MEMBERS L/240 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE 10.0' EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL EXTERIOR WALLS - LOADS WITH BRITTLE FINISHES L/240 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS p l!� EXTERIOR WALLS - LOADS WITH FLEXIBLE FINISHES L/120 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO Z c0 INSTALLATION OF WORK. ( 16.25' I NOTE: • L=SPAN LENGTH, H= SPAN HEIGHT. 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY 20'-0" A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC DETERMINING DEFLECTION LIMITS HEREIN. & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. _ 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE O 0 B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. CONTRACTOR AND SHALL_ BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND = - CLIMATIC, �rN1� CEOCR�PHIG D�51CN GRIT�RI�T�4SL� FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY C1T R30I.2 I BASIS. ( ) (SUI=1=CLK COUNTY) ' ` 420 10' 20" �" j 50,0 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING 1 SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN DESIGN BARRIER �0°D AIR FREEZING MEAN STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. Waame" HAZARDS ANNUAL] EAN LOAD SPEED(MPH) EFFECTS REGION ZONE CATEGORY n9 Frost linedeplh Termite TEMP REQUIRED INDEX 8. TEMP ONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES 20 130 MPH NO NO 1 mile from TO HEAVY SEE BELOW YES NO 599 51 AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. MODERATE coast B SEVERE BOF3FTBFG 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. MANUAL _I CRITERIA 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATINGTEMPERATURE HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE 11. THE FACTOR TEMP COOLING CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION 108Fr 41'N 15°F 86°F 1.00 70°F WITHOUT COMPROMISING THE QUALITY OF THE WORK. 75°F 55°FCOOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DIFFERENCE HEATING COOLING WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 12. ALL NEW WORK SHALL. CONFORM TO LOCAL, STATE & ADA CODES. ++'F 15MPH 7.5MPH 72°F MEDIUM(M) 4016 32GR@50%RH 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED olon E CLIMATEZONEIS4a L JNN CONTRACTOR. ij n0GNv FOR SI:1 POUND PER SQUARE FOOT=0.0479 kN1 n.02,I MILE PER HOUR=1.6W Iv* a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE NOTE: THEFILLEDG A WITH WEATHERING INDEX Ae.,'E DETERMINED D FROMA ST OR'SEV55,C FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE RR3012(3)] 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES JJJL� THEGRADEOF MASONRY UNITS SHALL BEDETERMINEDFROMASTMC34,c5s,cs2,c73,csG,c129,c2,soRc�z. CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH INFORMATION TAKEN FROM SURVEY PERFORMED b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF BY MICHAEL K WICKS LAND SURVEYOR DATED OGT 20, 2004 BELOWFINISHGRADE. ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT c. THE JURISDICATION SHALL FILL TIN THIS PART OF THE TABLE WITH"VERY HEAVY',"MODERATE TO HEAVY',OR"NONE TO SLIGHT NACCORDANCE WITH FIGURE RR301,2(6)DEPENDING ON WETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. THERETO AND ALL COIv PENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT TAX MAP NO. 1000-054-05-33 d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SUGHT TO MODERATE'OR'NONE TOSUGHI-IN ACCORDANCE WITH FIGURERR301 2(7)DEPENDING ON WETHER HALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO THERE HAS BEEN A HISTORY OF LOCAL DAMAGE I T �CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND a. THEJURISDICATION SHALL FILL[IN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE RR3012(4)].WND EXPOSURE CATEGORY SHALL BE DETERMINED ON T PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. I SITE-SPECIFIC BASIS IN ACCORDANCE WITHRR30121A. L THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RRW1221. g. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(8)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM;OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAYBE AMENDED. n�s[� !•�/� ♦ h. SEE FIGURE RR301.2(5)FOR GROUNDSNOW LOADS. COMPLY WITH ALL CODES OF APPROVED AS NOTED ���+"`��+vale"1 WINTER DESIGN TEMPERATURE: NEW YORK STATE&TOWN CODEESC D /i //��� CeitificatiQ� INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 6B'FAT A POINT 3FEETABOVETHEFLOORONDESIGNHEATINGDAY AS REQUIRED AND CONDITIONS OF � ®.P.>� �v �A �y �+1 • SYSTEM DESIGN SHALL BE BASED ON MAX72-FHEATING,MNIML1M75°COOLING My Be Rquircl, • DEGREE DAYS(NY LHGUARDIA)4811,WINTER DESIGN TEMP 15-F,DRY BULB 89'F,WET BULB 75-F(20201PCAPPENDIX D) w • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORYAND SURFACE ROUGHNESS IS B UTHOLD TOU • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 825 ..._..........�... SOUTNOLD T PUMING BOARD MMFY 8UILDING DEPARTME r .--_._._..�SOUTHO TOWN TRUSTEES 6:it'7&5'1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: N.Y.S EC I. FOUNDATION-TWO REQUIRED OLDHPC FOR POURED CONCRETE � I^I I ,� I� I ,� i SCHO &2. ROUGH-FRAMING&PLUMBING OCCUPANCY ORJrH01NWY- ORKL Y � I �t I r 3. INSULATION ® DWG• DRAW INITIAL LATEST ISSUANCE 4. FINAL-CONSTRUCTION MUST USE IS UNLAWFUL J NO. INO TITLE ISSUANCE REVISION NO. 4 DATE 8E COMPLETE FOR C.O. _ T-I TITLE SHEET ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE. FLOOD 7(��,T� ��i�w REQUIREMENTS OF THE CODES OF N-4v LV !J L u V JJLI�� 11 2023 9-I5-23 1 = , A-1 SCHEDULE, NOTES DETAILS 9-15-23 PORK STATE. NOT RESI'ONSIBa F FOR �F OCCUPTEMBER V COMPLY WITH CHAPTER "4r" DESIGN OR CQfN$TAU�:TQN ERRORS ANCY � A-2 FLOOR PLANS � NOTES a-15-23 FLOOD DAMAGE PREVEI:TION A-3 I SECTIONS, ELEVATIONS 4 NOTES p .,OUTHOLD TOWN CODE. ELECTRICAL q-15-23 TABLE 5.1 FASTENER SCHEDULE FOR STUGTURAL MEMBERS � �� I I �� I �►®� � " JOINT DESCRIPTION NUMBER AND TYPE Or-1NAIL 5PAGIN6 FASTENER ROOF FRAMING Rafter to Ipp Plate Toe-nailed 3-Sd eer rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU6LA5 FIR-LARGH Goo-ill Joist to Top Plate Toe-nalle 3-ad per lol5t STRUCTURAL 6RADE NO. 2 OR BETTER. 51MP50N L5TA 30-156A. Gellln Joist to Parallel Rafter Face-Walled 4-Ibd each la G 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GA TREATED LUMBER. RIDGE STRAPS AT EA. Geilln Joist La e over Partitions ace-nalle 4-Ibd each la 3. ALL 5HEATHIN6 TO BE AP.A. RATED, EXPOSURE 1, 1/2" MIN. THICKNESS. RAFTER. Collar Tie to Rafter ace-nailed 4-5d 12er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4 O.G. Blockln to Rafter Toe-Walled 2-Sd each end ALONG EDGES 4 6" O.G. IN FIELD W/SOLID BLK&. UNDER ALL SEAMS. �R �� ���� �° ° ��° ��9 �° °�°�° ° Rim Board to Rafter (End-nailed) 2-16d each end 4. USE 50LID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® &'-0" MAX. SPACING. / \ L%MHOVIEW WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. 2"x4" COLLAR TIES AT 6. ALL FLUSH HP. CONNECTIONS TO BE FASTENED W/RATED 6ALV. METAL To Plate to To Plate ace-Halle 2-Ibd per foot 16" O.G. " DOWN To Plate at Intersections oe-nailed 4-16d oints - each side CONNECTORS BY 51MP50N (OR EQUAL). 2T� [ Qo�e[TvJQo[, �e`UjUJ[��I]VUJ[ Stud to Stud ace-nalled 16d 24" o.c. 2" x 6" RR o 16" O.G.to RIDGE AND E[]wCmmn p g H[EM raQa T T " o T Header to Header Face-Halle 2-16d I6 oz. alonci ed es CEILING JOISTS. To or Bottom Plate to Stud d-nalle 2-16d er 2x4 stud I ® TYP. ROOFING 3-Ibd per 2xb stud + + + + 4-16d eer 2x8 stud I" MIN. AIR SPACE + + + + ���n ❑ WINDOWS /5L. 6L. DOORS AS MANUF. BY AMERICAN CRAFTSMAN W/ ABOVE IN5UL. ❑ Bottom Plate to Floor Joist,Band olst,End joist or Blocks ace-nalle per foot IN5UL. 6LA55, IMPACT RESISTANT 4 DE516N PRE-55URE RATED AS REQ'D FLOOR P"MIN& BY CODE OR USE: STRUGTURAL PANELS FOR STORM PROTECTION- Joist to 5111 Top Plate or 61yder Toe-mile 4-&d er oist PROVIDE PRECUT,PREDRILLED PLYWOOD,7/16" THICK. INCLUDE ATTACHMENT HARDWARE: Bridging to Joist Toe-nailed 2-&d each end „ Blockln to Jolst Toe-nape 2-Sd each end 2 I/2 N0.8 HID. SCREWS 0 I6„ O.G. F/SPANS LE55 OR EQUAL 4 FEET 1/2 6-WB. ® 10" O.G. F/SPANS BETWEEN 4 t 6 FEET, Ledger 5trl to Bea Blockingto Sill or amFace-nalled op Plate Toled)e-n 3-Ibd eacholst ed - each block AND ® 12" O.G. F/ 5PAN5 BETWEEN 6 4 & FEET. R-6 1" RIGID INSULATION I N5UL. 7 Joist on Led er to Beam Toe-nalled 3-Sd er ol5t Band Joist to Joist d-nalled 3-Ibd er oist BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS R-21 Band Joist to 5111 or T512 Plate Toe-nailed 2-16d er lolst WITH OWNER. INSULATION ROOF SHEATHING OPTION: PROV. I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. r Structural Panels lad 6" edge /6" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC IN5ERT5 TO PROTECT Diagonal Board 5heathinci FROM WEATHER, ETC. (VERIFY DETAILS) 1"x6" or 1"xb" 2-Sd I per support "xl0" or wider per support Gl=1LIN6 SHEATHING C-oupsum C L. I �A T I C 4 O ®O A F H I C Wallboard �" ede 10" field 5d coolers / WALL SHEATHING Structural Panels bd 6" edge, / 12" field D 5 I ON C 17 I A " C�C,,CNN_ A7 RI Fiberboard Panels -7/I6' bd 3" ed e /6" field I" = I'-O" ❑❑ 25/32" ad 3" edge /6" field AMERICAN FOREST AND PAPER A550GIATION (AF�PA) WOOD FRAME CONSTRUCTION MANUAL FOR q-15-23 ISSUED TO LEGALIZE sum Ilboard 5d coolers 7 e e 10" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) DOUBLE TOP PLATE EXISTING 5GREEN PORGH CONVERSION. Hardboard 8d 6" e / 12" field Particleboard Panels &d 6" edge, / 12" field Dla onal Board Sheathing I"xb" or I'xb" 2-Sd per support &ROUND SNOW LOAD 30 P5F I"xl0" or wider 3-8d er s ort FLOOR SHEATHING WIND 5PEED : SOUTHOID 130 MPH (3 SECOND OUST) Structural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) HEADER P or less ad 6" ed e / 12' field 5E15MIG DE516N GATE60RY G MAINTAIN I CLEAR eater than I" IOd 6 e "' edge, /6" field Dia onal Board 5eathIn WEATHERING AREA SEVERE FOR VENTILATION. FULL HEIGHT 1"xb" or I"xb" - per support x or wIder -Sd per support ICE SHIELD YES NOTCH RR F/ STUD ROOF SHIN61-ES FR05T LINE DEPTH 3'-0" 5HEATHING 6aiv. 51; min. 12 ga. shank w/a min. 515" d1a.head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY HEADER TO STUD: t Asphalt roof shingles through I roofing materials and a min. of 3/4" Into roof sheathing and shall JACK STUD BY SIMPSON LSTA21 CONNECTOR roofin manufacturer and provide no less than 4 fasteners per stripshingle. DECAY AREA 5LI&HT TO MODERATE W/ 16-IOD FASTENERS 1 Nailing requirements are based on wall sheathing nailed 6"on center at the panel edge. If wall sheathing Is nailed WINTER DE516N TEMP I I 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. R-30 IN5UL. Z kftn wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be ��� REFERENCE �I� �I®� � " WINDOW 51LL reduced to I-16d nail per foot. I �j I PLATE R302.dl Wall and telling finishes not including trim, door,and window frames shall have TYP. ROOF. TIES:a flame-spread classification of not greater than 200. Wall and telling finishes shall SIMPSON "H7 STUD TO PLATE: " I'-4" S STUD TO "HATS" UPLIFT have asmoke-developed Index of not greater than 450. CONNECTORS a 16" O.G. U.N.O. CONNECTOR W/ " DIA. 07 R302.14 Combustible Insulation shall be separated a minimum of 3 Inches from TYPICAL AT GORNER5 recessed lighting fixtures, fan motors, and other heat-producing devices or OF BUILDING AND AT separated in accordance with the conditions stipulated in the fixtures listing. BOTTOM PLATE ENDS OF SHEARWALL5. Recessed lighting Installed in the building thermal envelope shall meet the I. All work shall comply wllth the 2020 International Residential Code for one and requirements of Section N1102.45 QL two family dwellings, the 2001 Wood Frame Genstructlon Manual and the A5CE-7-05. R305 Glazin at hazardous locations shall have glazing protection to conformance �,/ I,�I Contractor shall coordinates any and all Inspectlons ce required to obtain certificate g g g p T I F" ROOF Y `{/ C.J. //�� on the, owner. with above In general, glazing in all doors and fixed side panels, blazings less thanI I�IJ�t�. M I I�t� � � I L. 2f All work behalf the New York State Energy Conservation Code. See position above surfaces of tubs showers, etc. r.elazing(51az within over arc of doors In closed position with sills less than 60" above floor. 6lazings over a square feet and less note 5. than 0" above finished floor. blazin near stairwa 5/Iand►n s. See complete text of 3. All electric work shall comply with the National Electrtce Code. Electrician shall R305.4. 6lazln for specifics on locations and exceptions.9 p I^I obtain fire underwriters certificate for all electric work and shall submit to owner. g p Provide all outlets and junction boxes required for all appliances, pumps, equipment, R308.6 Skylights and sloped glazing shall comply with this section and have full etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. p g g p y y jacks, T.V. cable Jacks, etc. with owner as required for the full Installation and satisfaction Of owners requirements and code compliance and shall provide some. R309 6arage opening protection and separation required to be as noted and In Architect 15 not responsible: for electrical designs for this project in any capaclty. conformance with R304. 6arage floor surfaces shall be sloped to facilitate the 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing Installations Including but not limited to fixtures, trim, accessories, etc. and requirements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear service and domestic hot water. Architect is not responsible for any plumbing systems opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear in any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site plan and shall coordinate all Inspections required for approval of some. And surveys Indicating final tank locations shall be, b owners surveyor. 3/4" FINISHED OAK FLOOR ON W y g y y FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL 3/4" PLYWOOD 5UBFLOOR r ' O Contractor Shall provide surveyor with information required. v 5. All H.V.A.G. work shall comply with Article th 10 of the N.Y.S. Uniform Fire CONFORMANCE WITH THIEF, RESPECTIVE CODE 5EGTION5. ARCHITECT 15 NOT Prevention EXIST. 5/4 x 6" DEGKIN RESPONSIBLE FOR THESE INSTALLATIONS. and Building Code and Energy Code. Contractor shall review all mechanical systems Z - --1 with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R311.7 Stairways shall not be less than 36 inches in clear width at all points above the TYP. 2x& F.J. w air, etc) Including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not - �- heating or air conditioning systems In any capacity. project more than 4.5 Inches on either sldeof the stairway and the minimum clear p Z IT j IT Uj 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, Including treads and landings, F--1 > Q proceed with any of the work. shall not be less than 31.5 inches where a handrail i5 installed on one side and 27 CA Z Q 7. All site work Including sanitary system, utilities, easements. setbacks, elevations, inches where handralls are provided on both sides. The maximum riser height shall be [_] Q O Q drainage e, retaining walls, etc. shall be In accordance, with a site plan prepared by the &25" and the e 4 minimum tread depth shall b " In conformance with R3142. Minimum (,;I�� owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be provided with illumination in accordance with Q Z capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair R-30 INSUL. ice, < 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. W/ VAPOR BARRIER UPf�f�� the type of work being performed. All contractors shall maintain liability insurance and 1/4" CDX v V workers compensation Insurance in connection with all work being performed in R311.7.6 Handrails having a minimum and maximum heights of 34 Inches and 55 inches, PLYWOOD O project. respectively, measured vertically from the nosing of the treads shall be provided on Q ~ cf. All materials, 5y5tem5, equipment, fixtures, etc. shall be installed In strict at least one side of stairways. All required handralls shall be continuous the full W Q 0 compliance with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser Z Including all clearances for service,etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be EXIST. 2x10 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrails adjacent to P.T. 61RDER O Z O w period of two years. a wall shall have a 5pce of not less than 1.5 inches (38mm) between the wall and the 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 Q for construction means, methods, techniques, sequences, or procedures, or for safety Inches minimum to 2-5/8 Inches maximum. Edge radius of 1/&". EXIST. 4x4 programs in connection with the work or for acts or omissions of the contractor, P.T. P05T 1^I/ O en Q subcontractors or any person performing any of the work, or for the failure of any of R312 Guards are to be, a minimum of 36 inches (6114mm) In height. Open sides of stairs PAU44Uj them to carry out the work In accordance with the intent of the contract documents In with a total rise of more than 30 inches above the floor or grade below shall have CONNECTOR p Z that sold re5pon5lbtlty i5 the sole responsibility of the contractor. guards (each side) not less than 34 Inches In height measured vertically from the 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and 6RADE t d d t i nosng of the treads. (secon story guards are recommended to be higher) !n 0 approved by owner. 13. All Interior finishes Including but not limited to walls, flooring, tile, etc. shall be G� Q reviewed with and approved by owner. R314 Single and multiple-station smoke alarms shall be Installed in each sleeping PITCH FINAL GRADE room, outside of each separate Sleeping area in the Immediate vicinity of the AWAY FROM WALLS TYP 14. All miscellaneous Interior Items Including but not limited to doors, trim, fireplaces. EXISTING . iLnij O130 closet shelving, kitchen cabinets, Shelving. hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, including basements. The alarm 5" D.G. PIER LWl devices shall be Interconnected In such a manner that the activation of one alarm will o - d approved by owner. ON BIG FOOT 15. Where existing walls, posts etc. are removed It is the responsibility of the activate all of the alarms in the individual unit. The alarm shall be clearly audible In all 24." (TYP. ) bedrooms over backround noise levels with all Interveningdoors closed. All smoke ° o contractor to provide temporary support, shoring, bracing, etc. as required. alarms shall be listed and Installed in accordance with the provisions of this code a and the household fireworning equipment provisions of NFPA72. R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area pQ@e1JM@U#o 2335 In the Immediate vicinity of the bedrooms. Where a fuel-burning appliance 15 located within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be, listed in accordance LIME DEAD with UL 2034 and UL 217. @Le [o [FDL[R- PROJECT5-2335 ROOF : 5NOw LOAD: R702.7 A va or retarder are re uired on the Interior side of frame walls In Climate A-1.17W6 30 IO PER 112 PITCH p q 40 10 DECKS /PORCHES Zones 5, 6,7, 5 and Marine 4 with the exception of basement walls and below grade portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS �/117 M �#°o R807.1 Attic access. An attic access opening shall be provided to attic areas that 0 R� WOL1V 30 10 SL.EEPIN6 ROOMS exceed 30 square feet and have a vertical height of 30 Inches or greater. The 20 10 ATTICS WITH STORAGE rough-framed openinh shall not be less than 22 Inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30-inch minimum 10 10 A17105 WITHOUT 5TORAGE unobstructed headroom in the attic space shall be provided at some point above theA � l access opening. See Section M1305.1.3 for access requirements where mechanical I equipment 15 located in attic. X 1ST 1 I V e ®®*� I I N er��r="TA I L RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced as required in this chapter and the applicable provisions of Chapters 3, 4, and 6 with 05 applicable clearances to combustibles and firestopping. MERT Mal 2 of .4 r-— — — —— — — —— — — —— — — — — — — —— — — — — — —— —I - - - -- - - - - - -- - - - - - - -- - - -- - - i l I T'I�fi �Ci�t� ®T S I I I I I EXT. WALL: I I I I 2"x4" STUDS ® I6"o.c. AT a' HT. w/ R-15 IN5UL. 5HEATHIN6: 1/2" MIN. COX I TO COVER w/ 15 LB. FELT EXTEND FELT orTYVEK P. FULL TOP, 50LE 4 SILL PLATES. THEN COVER MEMBRANE (OR EQUAL). VERIFY pp�p�p4C C�4 51DIN6/REQMT5. 4 ALL FIN15H TRIM (A5 APPROVED BY OWNER). ��� [ OOC1[�IOO G3C Gs1MCfMMG I I I ROOFING: 001"11219a&M I I — I I ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED [ — — — — — —— — — — — — —I BY OWNER) OVER 15 LB. FELT t 3/4" MIN. GDX PLYWD. SHEATHING. USE 6 L— — —— — — — — — — —� NAILS PER SHINGLE 4 PROVIDE ICE 5HIELD UNDERLAYMENT AT FIRST 24" MIN. e ❑ FROM ALL ROOF EDGE5/BREAK5. ALL FA5TENER5 4 FLA5HINC TO BE ❑ CORROSION RESISTANT. W/H WASH. I I DRY I I I ROOF TIES: PROVIDE SIMPSON, C520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH CELLAR I I I I END OF STRAP, AT EACH RAFTER @ 16"O.c. USED TO TIE ROOF RAFTERS TO I I I I WALL STUDS, BELOW. VERIFY PROPER AL16NMENT OF 5TUD5 4 RAFTERS FOR (UNFINISHED) STRUCTURE CONNECTION OF TIES. LINE of , A»o� I I F-0-1 OSD WALL TIES: • P , .y I I I REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS : WHERE UPPER II I I I I � u LEVEL 5TUD5 ALIGN WITH LOWER LEVEL 5TUD5: TIE STUDS TOGETHER w/ — { EXISTING 51MP50N 6520 5TRAP5 ® 16"oz. USE MIN. 7-8d NAILS, EACH END OF STRAP. I� L- — — — — — — — — J I CRAWLSPAGE (SEE STANDARD DETAILS, DWG. I). — ° - -- - -- - - -- - - —� I I SILL/WALL TIES: N I) I— REQ'D. ONLY AT WALL5 SUPPORTING ROOF STRUCTURE : USE 51MP50N G520, V? = I� I EXIST.2"AO'P.T.LEDGER I I 20 GAGE STEEL STRAPS ® I6"o.c., GUT TO LENGTH AS REQ'D. FOR -I-Bd IQ ►-�� �r I� I I�oLTED TO EXISTING I I NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF a xl5 • •xe• N I� yTRUCTUr W/�'VIA. I I WALL, IN LINE w/ 5TUD5. (5EE DETAIL, 01,46. 1) nn wI 016'O.G. GARRIA6E BoLT5 o 32'OJC. I I 000U 00 HEADER: O I � I MIN. HEADERS: 3-2 x8 AT 2x6 WALLS, AND 2-2"x8" AT 2x4 G-15-23 ISSUED TO LEGALIZE L I I� I I I Exl I� J I WALLS/PARTITION5, UNLE55 NOTED OTHERWISE (U.N.0). 5PAN5 OF EX15TINO 5GREEN PORG —— — — — — — —— — 6'-O" AND OVER;SUPPORT w/ DBL. 5TUD5, q'-O" AND OVER;SUPPORT CONVERSION. O� ®16'0-6- till. L - - - -- - - - - - - - - - - - - - - - - - - - - - w/TRIPLE STUDS. PROVIDE METAL TIES (51MPSON L5TA21, or EQUAL) I� W ryl� — — — —— — — —— — — —— — — —— — — —— — — — — — —— — — — — — — — — — — J FROM HDR. TO JACK 5?UD5 AT EXTERIOR WALLS SUPPORTING ROOF STRUCTURE. . FA5GIA/ SOFFIT. w' I"xb" FASCIA w/ 2"x SUB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ GDNTINUOU5 SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. I di 4'x4'P.T.P05T w/USP INCLLUUDE 6UTTEATEX R5O LEADERARD (or S,vAS APPROVED BY OOWNER. IM AS SELECTED. GONNEGTOR PA044 TO W P.G. L - - -- - - -- - - - - -- PIER ONB16Pr6. 1'-10" 6'-3" 5'-0" 1�-2 SUB—FLOOR: 3/4" THICK, A.P.A. RATED PLYWOOD, ALL ED AGES OVER SOLID BLOCKING, GLUE 4 NAIL PLYWOOD TO FLOOR J015T5/FRMIN6. - (VERIFY SPECIFIC 14'-0" UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;USE V4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOGK5 (PER JSTJ UNDER ALL BEARING PARTITIONS -t P05T5. SMOKE DETEGTOR5: 0 INGLUDINC GARBON MONOXIDE DETEGTION: PROVIDE BOTH AS PER GODE, TO BE HARD-WIRED AND INTERGONNEGTED. (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOGATION5, ON ALL LEVELS). GO EX GO EX DSp 05D NEW 2X4 WOOD 5TUD5 ® 16" O.G. EX BEDROOM #2 BEDROOM #I EX W/ " PLYWD. SHEATHING GYP. PROVIDE R-15 GATT INSUL. d " GYP. BD. (OPTIONAL). W Z 05D SMOKE DETECTOR U Q �� �qj GO CARBON MONOXIDE W — CELLAR ENTRANCE DETECTOR Q W GO EX / — EXHAUST FAN MIN 75 GFM � Z Q � Lu COVERED I O O Z EX BATH � O�GH � \\ // 5NR HALL 5OUARE FOOTAGE NOTES: �., v � Q z 3 4'-10 .2'-a" DSD MAIN DWELLING: O Q FLOOR AREA: W I ) z A BASEMENT: =88 87 S.F. �j N — REF, FIRST FLOOR: =bg7.b2 S.F. O Z cv I I DINING ROOM LIVING ROOM CONVERTED Q O I I EX COVERED FRONT PORCH =38.46 S.F. COVERED FRONT RPORCH 45.44 S.F. r' l� m IY TOTAL HABITABLE AREA =g07.62 S.F. O X fn O i 050 �" KITCHEN O O 0 o0 DEN _ AINPON SCHEDULE: — d 5KYL16HT5 O F —I ABOVEANDERSEN DW EX EX _ MARK 400 00 SE QTY. ROUGH OPENING UNIT DIMEN51ON5 SERIES _ EXISTING - - T I ( COVERED O 645 8 4'-0" x 5'-0" 3'-II " x 4'-II PR@0[R@U#o 2555 OI I PORCH INDICATES EGRESS WINDOW O O WINDOW NOTES: ��e �p G MM. PROJECTS-2335 It Ill I. ALL BOTTOM OF WINDOW HEADERS SHALL BE A-3.DWG '-6 5/4"I 4'-7 1/2" 4'-7 I/2" �'-5 3/4' 6'-8" AFF UNLE55 NOTED OTHERWISE. 14'-O" r 2. PROVIDE JAMB EXTENSIONS AS REQ'D FOR 6" WALLS. DG3GQM9p G�J�# 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO ORDERING. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ®� ALL ROUGH WINDOW OPENINGS A5 PER 7" - 11 MANUFACTURES SPEGIFIGATIONS WITHOUT ALE: I/4 - I -O EXCEPTION. SC �W��� IJVOoo 5 of .4 7)'0F I GAL_ N07E5: d��� Qo �Qaa9 Q000Qo G\I3C�G�1�4C�C�4 EXISTING EXT. WALL: RIDGE VENT EXISTING 2"x4" 5TUD5 a 16"o.c. AT V HT. w/R-15 IN5UL. SHEATHING: 1/2" MIN. COX 2f19 H(MB DU L1e.WIEHME 2x8 RIDGE BD. T.O. RIDGE PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER 120WIENNIR e D 9 Hu T 11 sm EL: 14-b (NO GHANGE) w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EGUAL. VERIFY M.T27 Oo&4 12 SIDING/REGMTS. 4 ALL FIN15H TRIM (AS APPROVED BY OWNER). 5 (EXIST.) NEW 40 YR ARCHITECTURAL ASPHALT 5HI NGLES OVER 30 ROOF I NO: o LB FELT 4 " GD PLYWD ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HIN6LE5 (AS SELECTED ���CCC BY OWNER) OVER 15 LB. FELT 4 3/4 MIN. COX PLYWD. 5HEATHIN6. USE 6 2x6 G.J. @ I6"oc NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. FROM ALL ROOF EDGES/BREAK5. ALL FASTENERS 4 FLASHING TO BE BEAD BOARD GEILIN(5 CORROSION RESISTANT. R-2d) BATT R-%(T BAIT I"xb" FASCIA WRAPPED INSUL. INSUL. IN ALUMINUM ROOF TIES: PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. &- 8d NAILS, EACH / EXIST. (2) 2xi0 END OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO A f T.0 P PLATE WALL 5TUD5, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 8 RAFTERS FOR CONTINUOUS HDR. EL: &'-0" CONNECTION OF TIES. T.0 WINDOW WALL TIES: EL: 6'-8" REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS : WHERE UPPER LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ PROVIDE WHITE ALUM GUTTER TO BE 51MP50N C520 5TRAP5 ® 16"o.c. USE MIN. '7-8d NAILS, EACH END OF STRAP. TIED INTO 51TE DRAWING (SEE SITE (SEE STANDARD DETAILS, DWG. 1). PLAN T-I FOR ADDITIONAL INFO) SILL/WALL TIES: ������ VENTED VINYL SOFFIT REQ'D. ONLY AT WALLS 5UPPORTI NO ROOF STRUCTURE : USE 51 MP50N G520, DEN 20 OA6E STEEL STRAPS ® 16"o.c., GUT TO LENGTH AS REOV. FOR -I-Bd GLIDING WINDOW SEE PLAN FOR GLIDING WINDOW BY AMERICAN NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL $ UP OUTSIDE FACE OF a-15-23 ISSUED TO LEGALIZE SIZE AND LOCATION OF ALL GRAFTMAN SEE PLAN FOR SIZE WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DW6. 1) EXISTING SCREEN PORCH WINDOWS AND LOCATION OF ALL CONVERSION. WINDOWS HEADER: MIN. HEADERS: 3-2"x5" AT 2x6 WALLS, AND 2-2"x5" AT 2x4 " WD. FINISHED WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF FLOOR 6'-0" AND OVER;SUPPORT w/ DBL. STUDS, Q'-O" AND OVER;SUPPORT E-- EX15TINO �" COX PLYWD. 5HEATHINO w/ TRIPLE 5TUD5. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL TYVEK 4 VINYL SIDING FROM HDR. TO JAGK STUDS AT EXTERIOR WALLS 5UPPORTIN6 ROOF BEAD BOARD WALL5 (TYP) EXIST. 5TRUGTURE. J" Ta G PLYWD R-I5 BATT 5UBFLOOR FA5GIA/ SOFFIT: EXIST. 2x8 F.J. @ 16"oc IXF-NL IST FLOOR I"xb" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. EL: 0'-0" (DATUM) VERSATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE 6UTTER5 4 LEADERS, AS APPROVED BY OWNER. EXIST. 2"xl0" AGG GIRDER R-30 IONATT PROVIDE " PLYWOOD INSULATION SUB-FLOOR: 5/4" THICK, A.P.A. RATED PLYWOOD, ALL EDSE5 OVER 50LID BLOGKIN6, GLUE 4"x4" HP. POST. TYP. W/ d NAIL PLYWOOD TO FLOOR J0I5T5/FRAMIN6. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS PAU44 ANCHOR BASE BY SELECTED BY OWNER). GRADE SIMPSON GRADE RIM E30ARD: AT TJI ENGINEERED FLR. J01575, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM I I I I BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILERS;USE lY4" RIM BOARD. EXIST. - ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 8" PG PIER ON BIG I I I I VERT. 5GUA5H BLOCKS (PER JST) UNDER ALL BEARING PARTITIONS d POSTS. FOOT 24 (TYP) r __J\ }— SMOKE DETEOTOR5: Os INGLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. — — — — (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL ' LOCATIONS, ON ALL LEVELS). FRAK Ne NOTES: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLA5 FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. w Z THICKNESS OR AS NOTED. r ' O 3. ALL SUBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO Ll_I BE SET ON SOLID BLOGKINO. GLUE AND NAIL PLYWOOD 5UBFL0OR TO FLOOR JOISTS. Q 4. ALL HEADERS &'-0" AND OVER SHALL BE SUPPORTED WITH / — DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL C) Z Q Ak� HEADERS SHALL BE A MINIMUM OF 2-2X& OR A5 5HOWN ON w () O }- 0) LINE OF PORCH E LINE OF LINE OF E LINE OF PORCH LINE OF LINE OF PORCH DRAWINGS. O Z Z CONVERSION 5TRUGTURE STRUCTURE GONVER51ON STRUCTURE CONVERSION 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND _ _O EXISTING FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® &'-0" O.G. Q (— ASPHALT 5HINOLE5 ASPHALT 5HIN6LE5 ASPHALT 5HINGLE5 PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. O O 0 T.O. RIDGE 6. DOUBLE FRAMING AROUND OPEN►NGS(sk II hts,stalr5 etc) OR AS Q EL: 14'-b" (NO CHANGE) NOTED ON DRAWIN65. y g FwF�-�--II f— Q s t�wsT� 1. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS (v Lu OR AS NOTED ON DRAWINGS. O Z O 8. ALL FLUSH WOOD GONNEGTION5 SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O XI a. PLYWOOD SHEATHING TO BE NAILED WITH SD ® 4" O.G. Lu O EXTERIOR ED6E5 AND 6D ® 12" O.G. INTERMEDIATE. COVERED 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND 00 O ENTRY STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY i EXIST 32" "SIMPSON" OR APPROVED EQUAL. O EXTERIOR DOOR GLIDING WINDOW 5EE PLAN FOR 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI `� O pl HIND AND LOCATION OF ALL SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL @ � WINDOWS � o ILI I I I L I lill.. 1 JOISTS, 61RDER5 AND HEADERS SHALL HAVE BEARING a ® STIFFENERS INSTALLED AS PER MANUFACTURERS EXIST. VINYL SIDING RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-3/4" LVL P OIRW#o 2535 0000000000 00000000000 00000 00000 0 00000 000 00 o000000 0000000 00000o RIM JOIST SHALL BEREG'DAT FLOOR PERIMETERS. HANDLIN6, 00 0000000 00000000000 00000 0000 0 00 0000 0000000 00000000 0000000 00000o STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER 0000000000 00000000000 00000 00000 00 0000000 0000000 000000 00 00000000 00 00000000 0000000 000000 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 o EXIST. VIN1f'L 6LIDIN6 WINDOW SEE PLAN FOR o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MANUFACTURERS RECOMMENDATIONS. e � PROJECTS-2335 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROP45 OF I/2" DIA. C�LaD L �L�Co SIDING 51ZE AND LO,:.ATION OF ALL A-3.DWG I— EXIST. VINYL 6LIDIN6 WINDOW 5EE PLAN FOR WINDOWS MACHINE BOLTS ® 12" O.G. 5IDIN6 51ZE AND LOCATION OF ALL . PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. WINDOWS 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED 8'. )NCR7H EL="\/A710N SCALE: 1/4" = 1'-0" MER IJ Mal 4 of 4