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HomeMy WebLinkAbout51309-Z *0 So&lyO`o Town of Southold * * P.O. Box 1179 oAf 53095 Main Rd UaTI , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47192 Date: 07/02/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1625 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 115.4 4-20 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/23/2024 Pursuant to which Building Permit No. 51309 and dated: 10/23/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a covered front porch, attached garage and a rear deck to an existing single-family dwelling as applied for. The certificate is issued to: Kenneth Schulz, Donald Schulz Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51309 6/23/2026 PLUMBERS CERTIFICATION: Philip Swotkemicz 5/15/2026 Au o ' ed ignature �Q4"OFSollk TOWN OF SOUTHOLD BUILDING DEPARTMENT o • TOWN CLERK'S OFFICE ��'�courrtr.NE''{o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51309 Date: 10/23/2024 Permission is hereby granted to: Kenneth R Schulz 1710 Deep Hole Dr Mattituck, NY 11952 To: Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 1625 Deep Hole Dr, Mattituck, NY 11952 SCTIVI# 115.-14-20 Pursuant to application dated 08/23/2024 and approved by the Building Inspector. To expire on 10/23/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $848.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $948.00 d&- Building Inspector SO!/Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donald Shulz Address: 1625 Deephole Drive city: Mattituck St: NY zip: 11952 Building Permit#: 51309 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Thomas Mainella License No: ME-2401 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New Addition X Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 25 Ceiling Fixtures 15 Smoke Detectors 3 washer 1 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 5 CO Detectors Heater Main Panel 150 A/C Condenser 1 Single Recpt RecessdFixtures 48 Combo Smoke/CO 2 Transformer Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 1 UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 30 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood 1 Dehumidifier Other Equipment: 1 electric mirror Notes: HOUSE Inspector Signature: Date: June 23, 2026 16T. so t Towa HRII Annex Telephone(631) 765-1802 54375 Main Road �i X Fax(63 1)765-9502 P.O.Box 1179 Sc Southold,NY 11971-()959 rt j. BUILDING DEPARTMENT TOWN OF SOUTHOLD LA M AY 1 8 2026 T CERTIFICATION Date: Building Permit No. Ovmer: L, (Please print) V, - ---- Plumber: i. (Please print) I certify that the solder used hi the water supply system contains less than 2/10 of M lead. 'l (Plumbers Signature) Sworn to before me this day of 20 2' MICHAEL H.OLIVER )UMV Notary Public NOTARY PUBLIC,STATE OF NEW YORK RegistrAon No.01OL6040065 Quallfied In Suffolk County Commission Expires 0411712030 omm on� ✓" I a SOGTyO� — - - --- - - - S # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [/FO.UNDATION 1 ST/ REBAR [ ] 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: ltil�L� %I'l� 5� 7U r1Y7. a� &o nve., DATE 3•as INSPECTOR ho��,oE soulyolo # * .TOWN OF SOUTHOLD BUILDING DEPT.' cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [%J' ROUGH PLBG. [ ] FNDATION 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 [ ] NTAL REMARKS: DATE : INSPECTO SOUIyo # # TOWN.OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST/ REBAR [Vf/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: 90 /v ► 2 55Un.� oc 1 DATE - S= INSPECTOR �� SOUIyO� ICI�i� V `��� # * TOWN OSOUTHOLD BUILDING DEPT. "Coulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ } :FIRE SAFETY INSPECTION [ ] , FIRE RESISTANT CONSTRUCTION' [ ] -FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] -RENTAL REMARKS: DATE INSPECTOR 0 n�� OF SOUI,�,° # # TOWN OF SOUTHOLD BUILDING DEPT. Quo, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ .�SULATIOWCAULKING [ ] 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: er20yi✓e. -2LSckecL 4tzl ill I'll sv/a-hoyl I/a,(ve_s ins&lla. At f a2ea.S- �oAk aX4shy -Z /Ieyi - Muse coa�t,,pl�f 74D -A" Fjre. CAv1A-i1Lt, in51� /lam a- come, �e_5� 12/-sIV acrlVW5 al,_ C S w/ I J he, A g ed4,ve g4 -� )o lio� CoVe_6 OA471 abhdVe, ca_,ul" �P "uzz . DATE &-/fs as ANSPECTOR OF SOUlyo�o # TOWN OF SOUTHOLD BUILDING DEPT. goy �o �omm,N 631-765-1802 INSPECTION [� ] FOUNDATION 1 ST/ REBAR [ ] GH PLBG. [ .] FOUNDATION 2ND INSULATION/ /CAU KING [ ] 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: J a #TV DATE .Y.,1 �_ INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 'ouuv, 631-765-1802 ,0 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: r') LO-7 DATE INSPECTO ✓ L Qgso�,y°�o �13D a �0� ho fe- # # TOWN OF SOUTHOLD B ILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: d us e ` h✓��C t C wv rood' vteek 4grd7�cCA a(( k;4(At� ci�c� r�5 laa y o nQe C z Fc)4e cl o V1 h0k W tr cow- 064 u e 4and cc)dreW &f,?JCoro( av (k Vl DATE �o, 02_ �� INSPECTOR hO�azf SOUTyOIo .�13 0`t a �4��0 Q lc 4o; * TOWN OF SOUTHOLD BUILDING DEPT. couur+��''�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Sq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rro u-S oUJI-J ^ foo baA&( oled-5 �v fe GIB o UrORd LA'tye yk o` Go 6t A e_(_,fi° cA'J-F, �a Y u) Qdtr bovLA vne-eA i� (e 6-4-0- eL av� l04 V,e24__ DATE J— INSPECTOR 4AbL04, Of 50UTyOlo /1 o lei - * TOWN OF SOUTHOLD BIJILDING DEPT. o m� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: u5 e, a4 l T 1cet LML , - AGamil. wa!6�eg' naejs o�f el o & k-..s /C-6 U) (-ti 0-4 0 ;p" Swap kee5 41 BtA P-k's !a- ?rdo c (o5--e- btf-a key vio viLi ht tok DATE ( a'o?CO INSPECTOR OF SOUTy�Io s * * TOWN OF SOUTHOLD BUILDING DEPi ,o ffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: V n DATE INSPECTOR c I � i 1 CHARLES M. THOMAS R.A., PLLC 4 J A N 2 2025 206 Lincoln street .' Riverhead, NY 11901 (516) 702-3519 Cdthomas63 @aol.com December 27, 2024 Building Department Town of Southold Re: Shultz Residence 1625 Deep Hole Drive, Mattituck, New York Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence and can attest that the poured concrete foundation has been installed and conforms to my plans and specifications and the 2020 NYS Residential Code. This includes steel reinforcement (footings, walls and piers), footing keyway and waterproofing. Thank you for your attention to this matter. Please contact me with any questions you have. D AQ�' aturs, �K. THOMAS, R.A., t ���r® 124���Q�� . F FIELD INSPECTION REPORT DATE COMMENTS `� 7 FOUNDATION (IST) -� ------------------------------------ - --- -- FOUNDATION (2ND) VlaAj '! . ovao-1l o� _ o w c©� vL. Lee- s R-v oil elk /a�. bur ' G aa- z 3 ti ��L 5 _ N ROUGH FRAMING& �k'. PLUMBING •oZS?i DU I1 �vMr�l OLG`.�vU/l2 �- Sv/ VQ-/ucs INSULATION PER N.Y. S AGE At v� GeMP/y � A ab/syez.STATE ENERGY CODE !� /✓�-+% l.Se. %15S It Ro'- tiff 0o e, OhA 41to tl V44 16 v 2 /1Gr,�luC Jn yjD /I� Go%2 vx l a, ov ,ea Cow,icy oelppoovcw. 2 i V -{v C,ov�✓ FINAL 2 pti,�h DLO/ -pl ADDITIONAL COMMENTS V b? 77A� 1\1 0 c oo • �- -�_ Z ox b �-3 O z x a d b - y sot€nt t�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 �y�o• �oo� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny. oo Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D (( PERMIT NO.5\` )O(��"j�\ Building Inspector: AUG 2 3 2024 Applications and forms must be filled outin their'entirety.incomplete applications will not`be accepted.,,,Where.'the Applicant is;not the:owner.an Owner's.Authorization form(Page 2)shall be completed. BUIIDING DE PT. Y r TONVN 7F GUT1I0I Date:8/12/24 -OWN ER(S);OF:PROPERTY Name:Kenneth and Donald Schulz SCTM#1000-115-14-020 Project Address:1625 Deep rHole Drive, Mattituck Phone#: . I�0" �q_S.-. 1 Q Email: K,S�tW�(} �QY Zo e, Mailing Address: �P 2� �� }�g1e ►Ve MaH►�u �� (_�SZ CONTACT'`RERSON �.r Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN"PROFESSIONAL INFORMATION Name:Charles Thomas Mailing Address:PO Box 877., Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACT.OR.INfORMATIOW - Name: D Mailing Address: Phone#: Email: IDESCRIPTION•OFPROPOSED CONSTRUCTION: El New Structure ❑■Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Fill the lot be re-graded? ❑Yes ❑■ No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ❑■ No IF YES, PROVIDE A COPY. Check Box After Reading: The.owner/contractor/design professional is responsible for all drainage and storm water'.issues as provided by Chapter-236 ofthe Town.Code.APPLICATION 1S HEREBY MADE°to the Building,Department for the issuance;of a:Building Permit pursuanttoithe Building Zone Ordinance of the Towmof Southold,Suffolk,County,New York and other,applicable Laws,;Ordinances or Regulations,for the construction of:buildings, additions,alterations or for removal or demolition as-herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to.admit authorized inspectors on premises and in building(s)for necessary.inspections.'False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45.of the New York State Penal Law. Application Submitted By(print name):Megan Carrick ❑i Authorized Agent El owner Signature of Applicant: , ,n� Z �— Date: � NN D:BUNCH. // Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2CGa COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r day of �� , 20J)A O'Emn"'Z —�s ew,mot' I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Kenneth Schulz residing at 1710 Deep Hole Dr., Mattituck NY I, do hereby authorize Megan Carrick to apply on my behalf to the Town f So thold Building Department for approval as described herein. 08/13/2024 Owner's Signature Date Ken Schulz Print Owner's Name 2 t,Cu�r_ o�oguffOC,�c® BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex - 54375 Main Road - PO Box 1179 at Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov a seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: j(,•1-� SQ,a� �1,�3�-T�l� Electrician's Name: MA s 1N1,�j�t/�LCd License No.: �Lthg ) Elec. email: %00t, 14S Of J2,r&z? 17, Cow! Elec. Phone No:' 511, - 9 16 ®®.SG [2 I.request an email copy of Certificate of Compliance Elec. Address.: -i-- ® XF"B P..112 AtTGO L,L11 j y V�7 JOB SITE INFORMATION (All Information Required) Name: PNNT �Z Address: *�-5 y6orp 14!5- PAVA11- ,� Ing Cross Street: QI C;U,- " 9-r Phone No.: _ EGG t Ja 3"S Bldg.Permit#: P i j%�e 9 email: Tax Map District: _. . 1000 Section: Block:, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): #1717/17'ov� g :t M A 7 _ Square Footage: Circle All That Apply: l � Is job ready for inspection?: VYESNO �ough In ❑ Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size Ph D Ph Size: JeE__A # Meters Old Meter# EIlew Service❑Fire Reconnect❑Wlood Reconnect❑service Reconnect❑UndergroundE]5verhead # Underground Laterals Frame Pole Work done on Service? Additional Information: PAYMENT DUE WITH APPLICATION N 1;1 26 Pa4" 37S_ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 $ 57 3 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r iamesh southoldtownny.gov- seand(@southoldtownny.gov t' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dater c/ T, 7,- Company Name: Electrician's Name: 24 A-S �1,�JAIX-LL4 License No.: -?-Lfo ) Elec. email: 7DU► 14S 6F Elec. Phone No: Qlp - 9 16 o®,SG [2 1-request an email copy of Certificate of Compliance Elec. Address.: -j- ® ;'J::�®PW habr 6L1)1 Lb6 J1 7V-7 JOB SITE INFORMATION (All Information Required) Name: ®wN q.-4 pZ Address: 1 p *L16- P Cross Street: QI C U Phone No.: 4TP&I 4 3 � Bldg.Permit#: ga email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: S � Is job ready for inspection?: YES NO EFough In Final Do you need a Temp Certificate?: YE O Issued On Temp Information: (All information required) Service Size Ph D Ph Size:- A # Meters Old Meter# �lew Service[ Fire Reconnect�lood Reconnect DBervice Reconnect andergroundfff5verhead # Underground Laterals Frame F Pole Work done on Service? Additional Information: PAYMENT DUE WITH APPLICATION y 2� PO4 PERMIT# Address: Switches Itti+ ` tVCA---t4k1�'� � Outlets i LIv GFI's r t Surface FVVr,oA--- Sconces H H's � UC Lts Fridge HW POOL Fans Mini Fr. W/D C PanelPump Exhaust Oven �. Sump Heater Trnsfmr Smokes �`r�, DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA> . Inst Hot DeHum Transfer Disc Combo 1 Cooktop Minisplit Blower AC AH Hood Blower Service Amps ( So Have `C) Used Sub Amps Have Used Comments b�«- Mr�Ydd� ���d5 t ��OTcG7�o� k�6 -to C&!5-e. 40 at.A-L iet Q my s+ ( e-, 344— &td" si't-to Kit W V G► ,'ej Survey for: KID NNE TH SCHULZ & D®PALD SCHUILZ ^ A Mattituck LO �5� '>, y�� Town of Southold 0). Suffolk County, New York S.C.T.M.: 1000-115.00-14.00-020.000 910-1 \ \ zo o zo SCALE:1"=20' NOTES: oc 1. AREA = 14160 S.F. 2. IN = MONUMENT FOUND, ® = PIPE FOUND. e Poeo oa\q\o\\ �j Pic 3. REFERENCE DEED: L 13048 P 346 9mo / Q PooOSP �kg 9. a'� / Oa 0. �Oq \ \\ q T�?/��� O \\ EE�•5 G \ AUG 21, 2024 AMEND PROPOSED STRUCTURES �oq �yo�1 F'� \ .-"� s�° \ DATE: JULY 12, 2024 JOB NO:2024-320 r�.� PRPGF. \ CERTIFIED TO: KENNETH SCHULZ DONALD SCHULZ; ._- H ` Cii/ CIO 60 `( 50� DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 e FOX LAND SURVEYING LOT COVERAGE (HOUSE & SHED p. r0 a� 64 SUNSET AVENUE ) ����� O� WESTHAMPTON BEACH, N.Y. 11978 EXISTING 1297 S.F. OR 9.2% (631) 288-0022 PROPOSED 2095 S.F. OR 14.8% UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. / CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE / PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON , AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. r- DWG: 2024-2 0 r/ Generated by REScheck-Web Software Compliance• Certificate Project 1625 Deep Hole Drive Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family MAY 6 2026 Project Type: Addition Project SubType: None Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1625 Deep Hole Drive Mattituck, NY 11952 4 ctimpliance: Passes using'UA trade off Compliance: 0.0%Better Than Code Maximum UA: 120 Your UA: 120 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. 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 R-Value R-Value U-IF-actor U-Factor UA UA Perimeter Flat Great Room Ceiling: Flat Ceiling or Scissor Truss 383 30.0 0.0 0.035 0.026 13 10 Flat Ceiling-Primary Bedroom: Flat Ceiling or Scissor 201 49.0 .0.0 0.026 0.026 5 5 Truss Vaulted Ceiling-Primary Bedroom: Cathedral Ceiling 78 . 30.0 0.0 0.034 0.026 3 2 Vaulted Great Room Ceiling: Cathedral Ceiling 167 19.0 0.0 0.052 0.026 9 4 Primary Bedroom Wall:Wood Frame, 16" o.c. 320 19.0 0.0 0.060 0.060 9 9 Primary Bedroom Window:Vinyl Frame 66 0.270 0.320 18 21 SHGC: 0.30 Front Windows:Vinyl Frame 100 0.270 0.320 27 32 SHGC: 0.30 Garage Wall:Wood Frame, 16"o.c. 118 19.0 0.0 0.060 0.060 7 7 Primary Bathroom Wall:Wood Frame, 16"o.c. 17 15.0 0.0 0.077 0.060 0 0 Primary Bathroom Windows:Vinyl Frame 17 0.270 0.320 5 5 SHGC: 0.30 Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 1 of10 Prop.Assembly Gross Area Cavity Cont. Prop. Front Wall:Wood Frame, 16"o.c. 100 15.0 0.0 0.077 0.060 8 6 Kitchen Wall:Wood Frame, 16"o.c. 20 15.0 0.0 0.077 0.060 0 0 Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Primary Bedroom Floor:All-Wood Joist/Truss 280 21.0 0.0 0.044 0.047 12 13 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 requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 6/23/2025 Name-Title Signature Date Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 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 Plains Verified Field Verified # Pre-Inspection/Plan Review Value Value Compli es? Comments/Assumptions &Re J11), 103.1, ;Construction drawings and x ❑Complies Requirement will be met. 103.2 (documentation demonstrate � ❑Does Not [PR1]1 "energy code compliance for the k building envelope.Thermal ,�4� � � �' ❑Not Observable )envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and �� ._ ❑Complies :Requirement will be met. } 3 € q 103.2, "documentation demonstrate ❑ 403.7 ;energy code compliance for Does Not [PR3]1 !lighting and mechanical systems � �7i�� � � El Observable " 'Systems serving multiple �� r, ��Q� ti; ❑Not Applicable ; (dwelling units must demonstrate ;compliance with the IECC �� (Commercial Provisions. 12 ait 302 1, ° Heating and cooling equipment is: Heating: ; Heating: ❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not " [PR2]2 , on loads calculated per ACCA " " Cooling: " Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr �approved by the code official. ,❑Not Applicable ; a. " Additional Comments/Assumptions: 1 High Impact(Tier 1) 172 IMedlum Impact(Tier 2) "3 1 Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 3 of10 Section F,o`untlation inspection, Gorrtptie"s?.' a '.Comrments/Assumptions o s 303 2.f A protective covering is installed to ;❑Complies :Exception: Requirement is not applicable. [FO11]x protect exposed exterior insulation ;❑Does Not r " and extends a minimum of 6 in. below ;❑Not Observable grade. :.❑Not Applicable 403 9 Snow-and ice-melting system controls;❑Complies ;,Exception: Requirement is not applicable. installed. TIDoes Not ❑Not Observable; :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2� Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 4 of10 SLCtl011 & a e)`r ak R°: � l15� D �ISII il'QIC� if!eI / me �CAe� vd.Y sarnn /Rok @M lAssua mptiona s Scenei ue 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values. [FR111 ; 1 :[-]Not Observable ; j ;❑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, 402.5 UNot Observable [FR211 ;❑Not Applicable 1 i t t i 303.1.3 U-factors of fenestration roductse � , '' u` �`p ❑Complies Requirement will be met. [FR411 are determined in accordance ❑Does Not iwith the NFRC test procedure or1 " # ;taken from the default table. e �� Not Observable : "�, ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 i installed per manufacturer's',❑Does Not . i j instructions. ��.. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ;` ❑Complies ;Requirement will be met. [FR20]1 Iis listed and labeled as meeting ;�y �r ,gg ❑Does Not FAAMA/WDMA/CSA 101/I.S.2/A440 ; ;or has infiltration rates per NFRC � � ❑Not Observable , 1400 that do not exceed code �� "� ❑Not Applicable ;limits. � - .R 40 �4�5��" IC-rated recessed lighting fixtures ���'r�� a :` ��'❑Complies ;Requirement will be met. [FR16]� ;sealed at housing/interior finish q3�P ❑Does Not Viand labeled to indicate:52.0 cfm ` d ' leakage at 75 Pa. �� �.❑Not Observable ; ❑Not Applicable 403.3.1 ,Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ a ;R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ���� ... ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 �, , ,aw ��"Na :for< 3 inches in diameter. 403.3.2 :Ducts,air handlers and filter ON " ❑Complies ;Requirement will be met. [FR1311 iboxes are sealed with ❑Does Not j !joints/seams compliant with eox t ❑Not Observable International Mechanical Code or :International Residential Code,as " ���e�y .❑Not Applicable ; ,applicable. 40.1 111 Buildii or plenums cavities re not used as � � � ❑DoElCompNot lies Requirement will be met. e � ec� ❑Not Observable �❑Not Applicable �403'4 HVAC piping conveying fluids E R- " R- ;❑Complies ;Requirement will be met. [Ft2 7J above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- ".; 3 ; :❑Not Observable ; ❑Not Applicable IU 1, 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 :piping. u s Ai ❑Does Not ❑Not Observable ; ❑Not Applicable 40 53 ` Hot water pipes are insulated to R-y ; R- ;❑Complies :Requirement will be met. [F,. >_R-3. : ;❑Does Not t {❑Not Observable ;❑Not Applicable ; 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 5 of10 ' ` # Framing/Rough-in Automatic or gravity dampers are,,,,,,, ElComplies ;Requirement'will be met. [FR16]i installed on all outdoor air E]Does Not intakes and exhausts. E]Not Observable E]Not Applicable Additi»neUCmmmmmentm/Assmmmptioms: - 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low impact(Tier 3) ` Project Title: l625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 6ofl0 Section, ` Plans Verified Field 'Verified,# Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID= 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑ Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable ; l ❑Not Applicable , 303.2, ;Floor insulation installed per r i� , ❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and ° ❑ [IN2]1 in substantial contact with the Does Not ; (underside of the subfloor, or floor ��� � �d � ❑Not Observable framing cavity insulation is in a❑Not Applicable ;contact with.the top side of ;sheathing,or continuous P � linsulation is installed on the underside of floor framing and � 'extends from the bottom to the N M, ;top of all perimeter floor framing ��' ; ;members. , 402.1.1, l Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/:of the :ElWood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall :❑ Mass ❑ Mass ❑Not Observable [IN3]1 lexterior,the exterior insulation [ lrequirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 j Wall insulation is installed per Y�b� " b ' ;❑Complies ;Requirement will be met. [IN4]1 .manufacturer's instructions. ` � ` ❑Does Not F � a ❑Not Observable , x ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 7 of10 Section Plans Verified FieldVerified # Final In Value. Value Provisions 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 402.2.6 [FI1]1 I❑Not Applicable 9 P ��"� ❑Complies :Requirement 303.1.1.1, :Ceiling insulation installed per kg,µ �� �'�� -� ����� a uirement will be met. 303.2 :manufacturer's instructions. a []Does Not [FI211 ;Blown insulation marked every l300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 lVented attics with air permeable ❑Complies ;Requirement will be met. [F122;]2 insulation include baffle adjacent '' ❑Does Not to.soffit and eave vents that extends over insulation. _ �� �� ❑Not Observable I s ❑Not Applicable I 402.2.4 'Attic access hatch and door R- R- :❑Complies ;Requirement will be met. [F1311 !insulation >_R-value of the ; :❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ; :❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.3.3 !Ducts are pressure tested to I cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 "determine air leakage with ftz ftz j❑Does Not !either: Rough-in test:Total ;leakage measured with a j :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ^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 j ;including the manufacturer's air ;handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies !Requirement will be met. [FI41 cfm/100 ft2 across the system or ft ft ;❑Does Not 1 z z <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; ;tests,verification may need to ; ;❑Not Applicable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated �' a ❑Complies ;Requirement will be met. [F124]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. -� g ❑Not Observable I ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; A03 1 2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [F1100,1 �on heat pumps. ❑Does Not :not applicable. licable. ❑Not Observable ❑Not Applicable ; 403.5.1 Circulating service hot water ;: ❑Complies :Requirement will be met. [F111]2 systems have automatic or ❑Does Not I accessible manual controls. 1 � ❑Not Observable ; w ❑Not Applicable 1 High Impact(Tier 1) 2;'Medium Impact(Tier 2) ° 3'1 Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 8 of10 section _ "`'# Final Inspection Provisions` Plans,,llerified I`ield.,)lerifEed Complies?" -tommentsT/lssumptions Value VIue . :. ,. 403 6 1 All mechanical ventilation system � n ❑Complies Requirement will be met... at ; ^, � � i� i [F125]� fans not part of tested and listed �� � � � []Does Not HVAC equipment meet efficacy tl �� " 6 ❑Not Observable , and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 % d Hot water boilers supplying heat a ❑Complies ;Requirement will be met. [FI26]2 ;through one-or two-pipe heating =� � � ❑Does Not v systems have outdoor setback y v � � W, � ❑Not Observable control to lower boiler water "S temperature based on outdoor n � � [� ❑Not Applicable temperature. � � p u�p 403.5.1.1, Heated water circulation systems ❑Com lies ;Exception: Requirement is E128]� have a circulation um They ���� ��� ❑Does Not !not applicable. [ pump. system return pipe is a dedicated ❑ y p p G � a Not Observable ! return pipe or a cold water supply � a pipe.Gravity and thermos- � �� d❑Not Applicable syphon circulation systems area not present.Controls for � ,a circulating hot water system pumps start the pump with signal for hot water demand within the � � occupancy.Controls �a _� > automatically turn off the pumpat �' � � when water is in circulation loop , & ! � ,�'a��,-�' ^A e� is at set-point temperature and � � � � �� ��" no demand for hot water exists. � ,H , , w � 403.5 12 Electric heat trace systems �� m �� A ❑Complies !Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL �' ; a a�; �_ ❑Does Not :not applicable. 515.Controls automatically = adjust the energy input to the ❑Not Observable ! heat tracing to maintain the � T _ ❑Not Applicable desired water temperature in the 3 piping. "Demand recirculation water ❑Complies :Exception: Requirement is [F130]2 �kl)systems have controls that � ��:fl �� ❑ :not applicable. ���� � � � �, "� ����� Does Not PP manage operation of the pump �� "� � ❑Not Observable ' and limit the temperature of the .water entering the cold water �� � � �:� � �` '��;❑Not Applicable +ro.,L.piping to<= 1049F. Y, 403.5 4 Drain water heat recoveryunits ' �` ;'�� �� �� , � ,,� � � K� ❑Complies ,Exception: Requirement is [F13,7]� x tested in accordance with CSA ❑Does Not :not applicable. 1355.1.Potable water-side pressure loss of drain water heat � ❑Not Observable : " Not Applicable recovery units< 3 psi for PP individual units connected to oneAl or two showers. Potable water- a : side pressure loss of drain water heat recovery units <2 psi fora �� c wk individual units connected to three or more showers. : 404.1 90%or more of permanent ; "i �,� s _❑Complies ;Requirement will be met. FI6 1 fixtures have high efficacy lamps. ❑ [ ] 9 Y Does Not []Not Observable ❑Not Applicable ; `� � �� k'� � ❑Complies ;Exception: Requirement is 404^1 11- . Fuel gas lighting systems have [FI23]3 no continuous pilot light. � ❑Does Not :not applicable. k ",YxMmjo' �y1 a❑Not Observable ! 3� v � �� k �_� `'�❑Not Applicable ! 407 3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F17]2 OW ❑Does Not z ��� � Mho❑Not Observable ❑Not Applicable ! F,� ., u 1 High Impact(Tier 1) 1,2,rl Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 9 of10 Plens ltersf;ed Ftetd Uelr�fAed" w" r # Ftnal lnspect�o Provtsoorts � Complaes? Comments/Assumptions ` all92 � u� a l Manufacturer manuals for ❑Complies :Requirement will be met. [fl 8] mechanical and water heating `° ?l' "Does Not se systems have been provided. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`;Low Impact(Tier 3) Project Title: 1625 Deep Hole Drive Report date: 06/23/25 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.30 Door 0.20 CoolingHeating & Heating System• Cooling System: Water Heater: Name• Date: Comments _R0 a THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. PROVED AS NOTED AP OA .�0 23-Z B.P. s 13ova NOTIFY BUILDING DEPARTMENT AT `s,,,�� � �-- ;'tiffs ARCHITECT 631-765-1802 8AM TO 4Pm FOR THE w`k•... FOLLOWING INSPECTIONS: LINE OF EDGE OF EXISTING ROOF FOUNDATION-TWO REQUIRED REVISIONS D E S C R I P T ION FOR POURED CONCRETE ROUGH•FRAMING&PLUMBING IINSMTIIOON1 /��y�f wry► / M<TCH I EMA X SnG TIN&-CONI �UV 1 ON MUS EXISTING _ I _ _ BE STANDING SEAM METAL ROOF. COMPLErEFORC"O. MATCH B R & A EN SI I:NG EXISTINGALL CMSM=ON SI'&L MMWE T.O. PLATE HEIGHT OA D B TT N IDI PEOUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE Fit T.O. WINDOWS 1" X 8" FASCIA 1X2 ON A 1X10 BELT BOARD O � ESIGW(M S714=10N ERRORS` _ W/1"X2" OVER ® 5/4"X6" TRIM rLtIr!13ER CERTIFICATION I in bAd LEAD CONTENT BEI'ORE I 5 DOORco 00 NDO ROUNDS - - -- - - -- - EGORESS EGROES EGDRESS EGRESS3046CEF�TIFlC�"�TE 0q'OCCUPANCY 1 LL 2846 2846 2846 (T Y P I C A L) I I V0LDIM USED SED t*l%%1ATErZ SHINGLE SIDING j / PER SELECTION I � I - - - � i::faC�:t�®��A hC �����®® fA v+� w+ T.O. FIRST FLOOR OF OWNER EY.0 C-D 0 O 11PLYV.Tn4/LLCODES00# J j177 • ~ IR 0 r 8"X8" COLUMN WRAPPED �: : Unit �Y�R��STATE€ Tod' N CODES -- - PER SELECTION OF PLUt�,f li�G N ,,, OF OWNER (TYP OF 6) &W N WATER LISES NEED AS SELECTED PER OWNER CLLECT O.H. DOORS t ''" TESTING BEFORE COVERING ADDITION EXISTING HOUSE .y,. T� *NO"E: EXISTING 3 BEDROOM HOUSE TO REMAIN 3 BEDROOMS ELECTRICAL ,Cn ol"r II��SF'ECTI®"! FiEQU4^CD ' �, ,�,, '��'.!�`�`�.�Fw� E FRONT ELEVATION- PROPOSED � SCALE: 1/4" = 1'-0" SA'M k�^ :. ►iV1N.. `� 4 em,w III ��QM1 lrtltnl V n rt-fpui.Z'C'`".�,. _ ASPHALT ROOF tt SHINGLES TO MATCH \�_ RETAIN S`TQRM WATER R(JIUOt t' w = - - - CHAPTER - 0 EXISTING ASPHALT EXISTING '1 1'URSUANT�, CHAPTER� Li ROOF SHINGLES MATCH MATCH OFTHETOWNCODE _ - - - - - - - EXISTING EXISTING 1" X 8" FASCIA (— w `- W/1"X2" OVER ^ EXISTING ASPHALT O _TTI T F F� ROOF SHINGLES OA D B T DIN �n ��rconnec,}eC.� �'1�CL� a> ecaF� Q — 5/4"X6" TRIM MATCH - - r��u 'in 30,0�C, 2a N1s zo 1X2 ON A 1X10 BELT BOARD Y' Q - Res�In�iQI Coder � 1Z 3� '� .�t • � z 0 - ■ W III I TEMP TEMP 5/4" WINDOW Q W y GLASS GLASS 3046 3046 & DOOR SURROUNDS (TrvICAL) ry EGRESS EGRESS LiO [A 111777FT77FTFUM _ SHINGLE SIDING PER SELECTION OF OWNER f I SHINGLE SIDING PER SELECTION OF OWNER Q i o n- U w N W c� W D 14'-8" O 0 ADDITION 0- � — E REAR ELEVATION- PROPOSED 0 Z {- 2 SCALE: 1/4" = 1'-O" In N U (_0 � EXTENSION OF EXISTING RR ASPHALT ROOF _EXISTING ASPHALT EXl' EXISTING z 1 S � ASPHALT ROOF SIHINGLES TO MATCH ROOF SHINGLES SHINGLES TO MATCH ASPHALT Rt00F - - - - = ASPHALT ROOF EXISTING -SHINGLE SIDING PER SELECTION OF OWNER - --- EX�snNc EXISTING SHINGLES TO MATCH SHINGLES TO MATCH - — = -- EXISTING EXISTING 1" X 8" FASCIA �_ 1" X 8" FASCIA - —- - W/1"X2" OVER W/1"X2" OVER 5/4"X6" TRIM - -------- — -- EXISTING ASPHALT - -- 5/4"X6" TRIM - — ROOF SHINGLES _ Charles M. Thomas SHINGLE SIDING PER SELECTION OF OWNER DOW &DO RNSU DOW ROUNDS 2446 2446 2446 244 1 &DOOR NSU ROUNDS (TYPICAL) - (TYPICAL) a r c h i t e c t SHINGLE SIDING PER SELECTION OF OWNER I I r SHINGLE SIDING PO BOX 877 JAME9ORTI NY 11947 (631) 727-7993 PER SELECTION IT, � OF OWNER 8"X8" COLUMN WRAPPED PROJECT T' PER SELECTION OF OWNER (TYP OF 6) LINE OF EXISTING I LLINE OF EXISTING EDGE OF HOUSE EDGE OF HOUSE E SIDE ELEVATION- PROPOSED E SIDE ELEVATION- PROPOSED 3 SCALE: 1/4" = 1'-O" 4 SCALE: 1/4" = 1'-O" PROPOSED ELEVATIONS DATE: 8/2/24 ' D E S I G N C R I T E IR I A PROJECT No. DRAWING BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF WG 001 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT WEATHERING DEPTH TERMINATE DECAY REQUIRED CLASSIFICATION INDEX 1 OF 4 20 130 B SEVERE 36' MODERATE SLIGHT 11 YE S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 2&9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, .AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 58'-3" REVISIONS D E S C R I P T I ON 14'-10" 6'-6" 6'-0" 30'-11" ADDITION 7'-5" 7'-5" 3'-2" 3'-4" 3'-0" 3'-0" PROPOSED WOOD FRAME EGRESS EGRESS 3 DECK FINISHED 1� (3) 9 " ML HEADER = OWNER I N N LINE OF NEW a0 N I CONSTRUCTION (TYPICAL) I N N 243 1 co TEM 20'-0" = GLA S N N }I� it 12'-1' PROP. 2"X8" CJ ® f�® _ F_ `O 16" OC. alrn 610 Zz 1 24 2 1 1 zi TE P LINE OF EXISTING WALL GL SS = TO BE REMOVED EXISTING EXISTING EXISTING 13'-1 6'-8" 5'-4" 6'-3" 4'-0" _ in = I 06 Lr) J KING BED PROPOSED 125 CFM EXHAUS — — — EXISTING I BATH FAN TO EXTERIOR BEDROOM 1F I ---p II 'O F1 o'—a" RELOCATED 125 CFM EXHAUST o L — J ® II o TRAY CEILINGS TO P'-0" 1AI D FAN TO EXTERIOR I 0 I EXISTING 00 U � U EXISTING °p SMOKE I = KITCHEN `ol O�DETECTO R OVE EXISTING WINDOW PROPOSED 1 BATH DINING x O RECONFIGURED LAUNDRY II o' AND INFILL FRAME PROVIDE TIED SHOWER N° n to ® ( PAN W/DRAIN ®WASHER -ROOM- (D c0 O V) PROVIDE TRAP PRIMER O �- Z pW I Q C� = DRAIN.EXIERI V NT DRYER TO J L H I l o EXISTING N � z 66 I r7 RELOCATE EXISTING In — J U 1 BEDROOM 1 AS SHOWN r - W III to REMOVE EXISTIN 11 SMOKE f0 6'-6" 4'-0" S --DETECTOR O WALL & DOOR N o I I = _ _ _ _ No- DN F t PROPOSED PROPOSED CHIMNEY \ wv M I I o 0 0 61N X zo N CLOSET CLOSET f — DN = 4-5 J 4'-5" 2-10 C— C 10R SMOKE 1 EXISTING EXISTING = 0�—DETECTOR LINE OF EXISTING WALLS to = Q iv CLOSET CLOSETt 4 TO BE REMOVED (TYP) 1 1 CARBON to I d _ N MONOXIDE N I 0 DETECTOR d 1SMOKE co e �I O—DETECTOR LINE OF EXISTING WALLS TO REMAIN w (TYPICAL) LINE F NEEW EMOVE EXISTING WINDOW = = Z I-- W CONS UCITION (TYPICAL) NND INFILL FRAME T 1 0 = z w Ca (V 1n F W II BEDROOM 2 o BEDROOM 3 `0 WU LIX ISTING EXISTING EXISTING x-j VING 3 BASEMENTOTI O NO CHANGE 00 NO CHANGE R OOMREMAIN 0I 14'-0" S DSMOKE ETECTOR I ® C) 12'-4" 10' 7" O 2-0" 17'-4" N j PROPOSED O > F— W w „ 8'-0" CEILING HEIGHT N 1.5 CAR GARAGE � � (3) 9 J" ML HEADER (3) 9 �" M HEADER z w o N --- _ - - 1 �o w W O— — — -� 3046 3046 PONY WALL ABOVE (SEE 3046 3046 = d' w� I II 1HR. RATED II EGRESS EGRESS CROSS SECTION) EGRESS EGRESS (3) 9 " ML HEADER f- 5/8" TYPE X SHEETROCK N � Q ., = II WALLS & CEILING II o - --- 2846 2 6 2846 n II II 1 = w PROPOSED LINE OF EXISTING STOOP NL._l� �I o I COVERED I o TO BE REMOVED Q " w RONT PORC o i w II II °' (3) 9 �" ML HEADER ( ) 9 }" ML HE DER I O '� 1 W D -�- - 3 _ _ r — — — — -� O II II "X8" COLUMN WRAPPED _ PER SELECTION OF °' L — — — _ J _ (3) 9 �" M HEADER a_ Q _ II (3) 9 }" ML HEADER IIOWNER (TYP OF 6) O S PROPOSED (3) 9 �" L HE N 9080 O.H. DOOR COLUMN (TYP) � 8"X8" COLUMN WRAP RED PER SELECTION OF L.L 1 _ OWNER (TYP OF 6) n LO 10-41" 8' 7" 23'-0' 7"-4" 7'-4" 6'-2" 4'-7" 9'-9" 6'-0" 14'-8" 23'-3" 20'-4" ADDITION 58'-3" R�Mp\N ek�SnNG FRS�0 ROOF ROOF Rp,F RgF�Rs T L E G E N D Ex\5�`�G ReM4 PR Op, S EO 2"X8. RR ® 16" O C. - EXISTING EXISTING 2 X6 CEILING JOISTS TO REMAIN FRAME PONY WALL TO BE REMOVED UP TO UNDERSIDE OF (3) 9 " ML HEADER NEW RR - PROPOSED FRAME WALL J lL *NOTE: (EXISTING 3 BEDROOM =W EXISTING HALLWAY EXISTING 8"X8" CO LIMN WRAPPED o w t=/f BATHROOM BEDROOM 3 PER S LTYP 6)ON =Z HOUSE TO REMAIN 3 BEDROOMS OWNS (TYP OF 6) ^�ilti NO CHANGE Q dO Charles M. Thomas P FIRST FLOOR PLAN— PROPOSED a r c h i t e c t EXISTING 2"X8" FLOOR JOISTS TO REMAIN I EXISTING 2"X8" FLOOR JOISTS TO REMAIN PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 El 27X7ACQ DJ ® 16" O.C. EXISTING (3) 2X10/: �. PROJECT BASEMENT ACQ GIRDER NO CHANGE 12"o SONO TUBE ON 24"X24"X12" P.C. FOOTING MIN 3' BELOW GRADE (MUST BE VIRGIN SOIL) PROPOSED FLOOR PLAN & CROSS SECTION S CROSS SECTION DATE: 8/2/24 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MC CHK BY. DWG No. AD 002 00 2OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT ASUAL CONTACT WITH THEM E SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. a REVISIONS D E S C R I P T I ON 20'-0" '-0" 9'-0" 9'-0" 1'-0 N E W (2) 2"X10"ACQ 8" POURED CONCRETE FOUNDATION r T-o o " " I 3 2X12 AC GIRDER WALL ON 8 X16 POURED CONCRETE - - � -(_� - � - FOOTING MIN 36" BELLOW GRADE. — J L — J t — J ADJUST FOUNDATION ACCORDINGLY TO I MATCH EXIST. FINISHED FLOOR 14'-110" ELEVATION (TYPICAL) 43'-5" ADDITIION EXISTING 71 cy 0 12"0 SONO TUBE ON 24"x24"x12" FOOTINGS O _ ANCHOR AND BOND TO I o - o MIN 36" BELOW GRADE o I - - EXISTING WITH #5 c X X ® (MUST BE VIRGIN SOIL) o N X REBARS CAD 12" O.C. I^ iv iv I VERTICAL to Iv vl I co b EXISTING = N O PROPOSED I CRAWL CRAWL SPACE I SPACE N I 4'- " O 4" PC SLAB — 2"X10" ACQ LEDGER BOARD Z - - - - - X W 2'-8' X 2'-8" CRAWL SPACE ACCESS r , PROPOSED (3) —II —2"xin" nRoPUD GIRDER L _ J 8" I 6'-10" 6'-10" 2'-8` X 2'-8" LL CRAWL SPACE i0 ° W - = ACCESS 1 X CU _ 00 O °' X O N 0 N= 012 W 0t0 Z Z W = W f— J W 0 X Q /\ W 0°EXISTING CHIMNEYTING EXISTING LALLY COLUMNS 0 - r �) r , r — TO REMAIN (TYP OF 4) DROPPED GIRDER o I F L _ J N L _ J L _ J L — J 0 LO o .. I H WH N a I-- Cn W W EXISTING Q® 4 BASEMENT 6'-6" CEILING HEIGHT LLJ w O co Cj EXISTING CMU BLOCK WALL REMOVE EXISTING p X O NO CHANGE J .; WINDOW AND BLOCK N= SOLID I O UNEXCAVATED i UP n cf)X o U 4" POURED CONCFRETE SLAB ,�' 42'-7" Lii N I J OVER 6 MIL. VAPOR BARRIER ONTHLENE WELL LL LI . IL = COMPACTED PORZOUS FILL 0 oo a op LL WA T OIL TANK D N V, 0 0 o �w ry LO �— J Z Ill - - - 2'- - - - 19,-O" W a X10" ACQ LEDGER BOARD l v I I JZ In 0 I I Q of O 2"710" ACQ LEDGER BOARD 'n Q --` LINE OF EXISTING STOOP -' DROP FOUNDATION WALL I I o0 `° 9'-6" 2'-0" -� [--LINE BE REMOVED 0 (3 I : TO MEET ;SLAB E- - -I i< ® r o yy 00 o CONTINUOUS (FOOTING I I - - - (3) 2X10 ACID GIRDER o 0 Q= o — —I -¢ rr- 8" 13'—*" 8" I fO — 0 _ _ _ N_ " o , L — _ N r (3) 2X10 ACQ GIRDER 12 0 SONG TUBE ON I - +. — — — — - - — — — — — — MIN24" 36"x12" FOOTINGS N �6 — L 12"024-R SONG TUBE ON TYPICAL ROOF CONSTRUCTION MIN 36 BELOW GRADE x x ASPHALT SHINGLE ROOFING TO LATCH EXISTING 00 (MUST BE VIRGIN SOIL) MIN 36" BELOW GRADE OVER 15# ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. — — — — — — — — — — — — (MUST BE VIRGIN SOIL) PROPOSED RIDGE 2'X10' ROOF RAFTERS A 16' O.C. p MATCH OG. RO^0 MATCH TYPICAL CEILING CONSTRUCTION 9'-3"' 2'-0" 9'-6" 9'-6" 2'-0" '-0 7'-8" —0 '-0 8'-11" —0 I ExlsnNc� ®�6 Sfp It xo RR 2 k'O"R EXISTING " 43'-7" 3'-8" ROPOSEp 2 PROPOSED 2`X8" CJ �6.O c W R'49 CEILING INS JOISTS 0 I6' D.C. 14'-8 47'-3' P HD INSULATION IN ADDITIION EXISTING COMPRESSED AREAS TRAY CEILINGS TO FROM s'-o' PLATE OHEIGHT TO TYPICAL WALL CONSTRUCTION Charles M. Thomas EXISTING SHINGLE SIDING PER SELECTION OF OWNER TYVD( HOUSE BEDROOM 1 o WRAP 1/2' CD X PLYWOOD SHEATHING ON 2'X4' WD. STUDS a I' C h I t e C t P FOUNDATION PLAN- PROPOSED 0 16' O.C. RELOCATED °' R-21 INSULATION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 1 SCALE: 1/4" = 1'-0" N E W 8" POURED CONCRETE FOUNDATION PROJECT TYPICAL FLOOR CONSTRUCTION WALL ON 8"X16' POURED CONCRETE FOOTING MIN 36" BELLOW GRADE. 2'X8' FLOOR JOISTS 0 16"O.C. ADJUST FOUNDATION ACCORDINGLY TO W/3/4' PL'.YWDOD SUBFLOOR PROPOSED 2"x8" FJ ® 16" O.C. TO MATCH EXISTING MATCH EXIST. FINISHED FLOOR R-21 INSUILATION PROPOSED (3) 2"X10" GIRDER BEYOND ELEVATION (TYPICAL) PROPOSED CRAWL SPACE _ oZ PROPOSED FOUNDATION PLAN & CROSS SECTION S CROSS SECTION DAB: 8/2/24 „ , „ PROJECT No. 2 SCALE: 1/4 = 1 -0 DRAWING BY. MC CHK BY. DWG No. �- 003 00 3OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. qARidge Beam s cfi ;� •rJ �' ky ARCHITECT qMSTA II RIDGE i REVISIONS D E S C R I P T 1 0 N I I RAFTER I .I I FRAME REVERSE THROUGH AND Iej LAYOVER MIAIN ROOF D58 Simpson Strong Tie WITH CEILING COLLAR TIES ® 32" O.C. L-LINE of NEVV CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie CONSTRUCTION (TY+-AL) PER RAFTER INSTALLED OVER PLYWOOD RIDGE STRAP TIE ADJUSTABLE HANGER PR P. 2"X10" RR PROP. 2"X1O" RR EXISTING ROOF SCALE: N.T.S. SCALE: N.T.S. ® 'I SET I ® 16" O.C. ET RAFTERS TO REMAIN 8' ® 8'-0" PLATE :IG T .F.FL HEIGHT A.F.FL cD KING BED p PROPOSED O O o { o BATH OE) L31BEDR00 e� z L _ J z RAFTER TO WALL" �o� (14) 1Od x 1 1/ FAS J ` ' \J�/ a D EXISTING CS16 o W ExISTING o I o STUD TO BAND JOIST BATH 0 o DINING X KITCHEN o (20) 1Od x 1 1/2" FASTENER PROPOSED Z Q � / LAUNDRY z �w �w �R DW ® (UJ n w� W� J J w� MTs,s D35 F -1 DN i U) 61N �;ISTIN x PRGI OSED PI'OPOS HIMNE w U o 0 0 DN U MTS12 ' — — v — — — ioR C NTIN E E IISTIN RIDGE EXISTING RIDGE N EXISTING EXISTING U co CLOSET CLOSET Z LTP4 LTP4 w Q _ _ _ _ w Uplift connectors shall z PROP. PORCH ROOF YOVE z_ o bypass each other to W U-� 7�'o I F Z O RAFTERS-EXISTINTORREOMAIN LTP4, spacing as required for prevent of cross-grain joist. I— W J w o W ��' s� N w shear. SSP spacing for uplift. J Of U m'.ISTINC E D X O N M o U o� SILL TO RIM JOIST �- `� �o= - w z F� (12) 8d x 1 1/2" FASTENER RAFTER TO WALL Q oQ oOf w Q Q F�\� w ` �O SCALE: N.T.S. z Q I 0 PRO OSED EXISTING ROOF EXISTING ROOF w � . cJ r A R GARAGE z w AFTERS TO REM RAFTERS TO REMAIN QU) I W NO —I w(0 PON WAL AB E min LIJ O 1HR. ATED x FOR POP POR H x r iv ® ROOF (SEE CRO S iv ® I _J - o CC c.i FCTI N) o ci ' WALLS CEILING I W X p Li of p 2846 2846 2846 Q PRO . 2"X1O" RR PROP. 2"X10" J p = o = 0 n ( � 16 O.C. 16 O.C. Of o x o PROPOSED 2"X8" o PROPOSED 2"X8" Q `� u o ° = PORCH RR ® 16 = Liz PORCH RR ® 16 LIJ W 9 ML H ADER — — — D.C. I No � D.C. (tp _J W III II ° rnl - (3) 9 MIL HEADER 0 In�6) 9 2 ML HEADLk _r._ 0 � - 9080 O.H DOOR I(1 V-10" PORCH ROOF PLATE HEIGHT 8'-0" PLATE HEIGHT FOR PORCH ROOFS IN THIS SECTION �► (SEE CROSS SECTION) N Q FRAME REVERSE THROUGH AND LAYOVER MIAIN ROOF P ROOF FRAMING PLAN— PROPOSED 3 SCALE: 1/4" = 1'-0" Charles M. Thomas ` R(XF Mw a r c h i t e c t lip) (rTF�°�io°` wav ROOF PO BOX 877 AESPORT, NY 11947 (631) 727-7993 HOUSE I i I I PROJECT 4)-ri FRESH AIR INLET W.C. ILAV I WASHER I I W.C. ILAV ISM D/WASHER SHOWER V I I FIRST FLOOR CONNECT TO APPROVED pr EXISTING SYSTEM PROPOSED ROOF FRAMING PLAN PLUMBING RISER DIAGRAM DATE: 8/2/24 SCALE: N.T.S PROJECT No. DRAWING BY. Mc CHK BY. DWG No. Ate- 00 00 4OF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, INJ WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. • �� '.E�7 ARCHITECT REVISIONS D E S C R I P T ION V-4" -xls LF B BA V� O O " 12'-4" 6'-3" 11'-0" 12'-8" o ®• I � EXISTING 00 U EXISTING BEDROOM 1 G (O ,cj EXISTING 2 B DINING ROOM BATH ROOM ° '� KITCHEN N;r I Co (U Z F— V) X W F cn (no_I DN j W 61N 275 o EXISTING EXISTING CLOSET CLOSET _ N I (V s I e s_ 1 C9 - zW (VLO F L) BEDROOM 2 EXISTINGEXISTING wL> EXISTING W BEDROOM 3 LP, ROOM 00 8':-0" CEILING HEIGHT I \ O 10' 7" L—0" 17'-4" V-4" o w _ _ � N z C) 0 0 ](/) ------ - V I o W (n W ( Q W - � W oz W _ � P EXISTING FIRST FLOOR PLAN Qo U wN W 1 SCALE: 1/4" = 1'-0" cn W o J EXISTING l_- o W CRAWL �SPACE iv LLn N Lo 2'-8" X 2'-8" HOUSE TRAP CRAWL SPACE ACCESS (o O N_ CD � Z 1— W � X W 0 m r - r - � 312 r - � - � - —4--�o- �-- - --}-o- -}�R PPG Df GE IRDE R" — L — J N L — J L — J L — J H WH in N EXISTING BASEMENT Charles M. Thomas ® 6'-6" CEILING HEIGHT 00 �j EXISTING CMU BLOCK WALL No a r c h i t e c t I �� PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 Z F UP L 1OR W 42'-7" PROJECT LL WAT OIL TANK ww J Z EXISTING CONDITIONS P EXISTING FOUNDATION PLAN DATE: 5/9/24 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MC CHK BY. DWG No. ❑A - 002 00 2OF2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECTAA SUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TAM 3M.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACC 0 M A D A TE ALLOWABLE DEFLECTIONR OF STRUCRURAL MEMBERS � . RAFTERS AND CEILING P I P I IN G — R 6 02.7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION Q , JOISTS OR APPROVED Fx ::,, ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L 180 SLOPES THAN W 0 SECOND STORY TOP PLATE— WWff MM ATTACHED TO RAFTERS TOP PLATES TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALE� INTABLE 3.1 STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND NOTCHING PROVISIONS OF STUD DEPTH o BOTTOM PLATE NOTCHING PROVISIONS MEMEBERS OF STUD DEPTH WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 — 1 1/3 SPAN1 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO O FI IWIND LOADS L 240 HE 5/8" MIN. TO EDGE d NAIL AT 6 O.0 WITH WFCM TABLE 3.1 / o ALL PANEL EDGES WITH BRITTLE(b) FINISHES CL — JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL 4 EXT. WALLS-WIND LOADS L/240 NOTCH MUST NOT EXCEED " 5 8 MIN. TO EDGE FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (d) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the Ln WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAWE b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE W of the cantilever. DOUBLE AND Nd MORE THAN TWO ALL CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn co LAP JOIST 3 IN, MIN, CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N BAND JOIST /—BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p n � � OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Ln N "t • 16d NAIL AT 24" O.C. INSTALLED WTH WFCM TABLE 03DANCE WFCM 2015 SBC` HIGH WIND EDITION not exceed L/120 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION w (0 0) SILL PLATE � JO►IST .o . of 8d NAIL AT 6" O.C. ON ALL S E C TI 0 N 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FI G U'I R E 3.3 A ORABASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 0 BEARING WALL FOR EXTERIOR. BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 ,., 2x4 CONTINUOUS NON—BEARING WALLS: R602.6 (1 ) Bc (2) LATERAL BRACE AT 6 O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN M 2 TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED / ( ) Ld 0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (/) N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST F A !S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PILE TUD PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS 3:: 0 TYPE < 4 (FEET < PANEL SPAN < PANEL SPAN ENDWALL RONUIRED RS Q 0 < 6 FEET < 8 FEET 1/2• SPACING—� A A Q of U) U — — ALLOWS E CH SIDE _ NO. 8 WOOD SCREW ,6" 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS F— < STUD (MI".) ° CORNER STUD77' NOTE 2"x4" BLOCK NAILED TO EACH AT HARRDWARE 0 ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" g" HOLDDOWN 0 o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° ° a, CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT " 0 W LENGHT ° EC R 5d COOLER NAILS AT 7 O.C. 0o CONNECTION AT EA H SIDE CoR UIR BOTTOMT OF CRNPPLES TOP AND 20 GAUGE STRAP Z FOUNDATION. Q " NALSA°6' FLOOR BRACING AT' 4 10-8d NAILS o1/4 LAG SCREW BASED ANCHOR ,6" ,6" ,6" SIDE WALL ° END WALL END TYPICAL FRAMING AND UPLIFT o LENGHT WITH 2" EMBEDMENT ' , ( WFCM FIGU1RE 3. 61 CONNECTIONS FOR OPENINGS „ Q WSUBFLOOR / � 0 LL 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS) THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD w 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN :2" INTO THE BUILDING FRAME. o CD WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING .`:"rr 0 cV TOP PLATE ow PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT •. H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF LESS THAN 1,500 POUNDS. 0 H/2 BUT NEED OT H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8--8d COMMON NAII„S o X REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1 4 cv WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° CORNER EXC ED 15 FT. AX. E CEED 40 FT. MA 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / ~ HOLDDOWN 0 Co E STUD OA GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) 0 0 CONNECTED TO 0 ROOF RAFTER ° o TRANSFER SHEAR HEARWALL REQUIREMENTS o U w ° o FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 20 GA. STRAP— 0 DOUBLED (MI �) AT1HARWARE P R E F E R R E D rr METH O D z Uj 14 WIDE MIN. 8d NAIL AT 12" O.C. ON . RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MIEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM 4-0 FLOOR TO FLOOR PHD5 24„ O.C. RIDGE TENSION STRAP DETAIL— �// CONNECTION 0 TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 / SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S I m p s o n Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) -- 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 r A 3 5— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� Z CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3ROOFRAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. v E o~c 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND JC * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� co Uj 3 SCALE: IN.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS 40 a) TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURiAL WALLS. PASSENGER VEHICLE GARAGES 50 L f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE 00 ®II INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L ®I ACCORDANCE WIITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 " ® NAILING SCHEDUILE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED C) ®I ca (TABLE 3.1, WCFM 20)15 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. ® HIGH WIND EDITIO)N) 3 U ®I z Fg. APPLIES O I SPACES NOT MEETING 111E OR STORAGEPER FOOTNOTEb. SEE SECTION R802EQ4.2R REQUIREMENTS FOR ROOMS OTHER THAN SLEEPING ROOMS 40 a ® I 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBE[RS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AIN (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE .� PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NIOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 0 MET: ..• EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND • 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TAB LE 3. 1 WFCM 2018 HIGH WIND ED I TI 0N ) (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC -tv NAILING SCHEDULE LATERAL & SHEAR LO Da published by The American Forest and Paper Association. Non Structural elements GENERAL N 0 T E S MAX. ANCHOR BOLT SPACING INCHES are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION ( ) RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all State, - ! JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances COMMON NAILS 1 - FLOOR 1/2" ANCHOR BOLTS 31 sheet no. 1 having Jurisdiction and best standards of construction ""` i "`. ': a•r ©' t, LATERAL AND SHEAR LOADS 2 - FLooRs 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. Wind Limitations-Section R301.2.1 y ,> ter: _ �1 ' RAFTER TO TOP PLATE TOE-NAILED Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project.4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply Y t ,� - 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE cl CEILING JOIST TO TOP PLATE TCIE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any �� 3. FOR THREE SECOND GUST WAND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect „ CEILING JOIST TO PARALLEL RAFTt:R FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS I-ACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and 0 Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED) 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, 0- WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method. techniques, sequences or procedures, or for the safety - Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d ( PER FOOT SEE NOTE 1 Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 0 Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FA(;E-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by V' Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 g y P ( Insulation-Section R316 Compensation, etc. and general liability In an mount not cn 3-16d PER 2X6 STUD P 9 Y z co N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage 0 \ N N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be N N FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. w FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous of (0 a) Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED pressure creosoted. Elevators and Platform lifts -Section R323 or P BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed 3-16d in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is O 0 to be presented to the Owner at the completion of the job. `V BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes W O 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. BLOCKING TO FLOOR JOIST TOE-NAILED 8 13. Do not scale drawings. Use figure dimensions only. W N poured concrete foundation wall, 8-0» high, 3000 # test 14. All work to conform to the rules and regulations of the New York ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3 4 x11 7 8 Microlam Girder or 3 1 2 x11 7 8 Power Beam g 1 . 1 STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED IUP TO 16" OC / / " / " ( / " / " ) 15. The insulation protection as indicated on these plans exceeds ZYL UJ 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAIL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30%30"02" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 8d 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site 0 Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing I WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O 8d 6 EDGE FIELD Provide 3 1/2' steel lally columns. STRUCTURAL PANELS STUDS SPACED UP TO 16 OC " 12"/ Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4E-1Od X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS 1x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie 04 At least one window in each sleeping room shall comply with the exit reqirements RAFTER 36, EACH ROOF RAFTERN USE: U210 2X6 H N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST SIIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER LtJ Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2„ () (n 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 1 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3 SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST � J +• SIMPSON H-8 USE W/ONLY s » percent slope), o � MIIN OVERLAP IS 12 5- 8D TO STUD ONE SILL 9 ANCHOR BOLT (14 ) up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE MTS12 ® EACH JOIST 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment •• U210 2X6 (EVERY STUD) STUD TO S (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: •` ATTACH T ON DWGS A-3.1 AND A-3.2) of underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 V8" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y4" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od x 1 1/2 P ( ) ( ) TYPICAL PORCH DECK LEDGER U N 7" MIN EMBEDMENT e e For roof slopes of four 4 units vertical in 12 units. • �• (SEE FOUNDATION PLANS A-3 ktN .1 AND Ice Protection Section R905.1.2 " ,�, °`e e• A-3.2 FOR LOCATION) Underla ( ) C 0 N N E C TI 0 N S a yment in High wind Section R905.1.1 ° (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE g ( 9 )( ) W D e;p a•°' °D • ,° � Flashing Section R905.2.8 ° ;°,• ' c'o , , » /�II » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE D . ' , 1 1/4 C(C!L STRAP - 16 O.C. Energy Efficient Q• 9 e ° I gy y - Chapter 11, see attached report DOUBLE 2X MIN. ° ° '• ' ° •I l' ° • ' USE 4-8� NAILS ® EACH STUD Mechanical - Chapter 12 o, D .'e ;•o• a°• e '6 4 e • General Mechanical System - Chapter 13 FOR HEADER OR ° ^ Heaitng and cooling equipment - Chapter 14 BEAM c .° a o.°cl ° a ° Exhaust Sustem - Chapter 15 } ;A, Q,°, ,e•, ° °° Duct System - Chapter 16 Z e� D D .' D . ° DA �• ' DOUBLE TOP PLATE MTS3© ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie e ° e ° L, °° , e Chimneys and Vents - Chapter 18 AC4 a • ' a ••'.144 e D SSP Plumbing - Part VII AT EACH POS 0C T 71'A ' 711A_% :r, os 'a SEE PLAN Flood Zone - 301.2.4 .' Z N 1 3/4" IMU °, .�°° W EDGE DISTANCE ca q D � ° ° LSTA21 ' FLOOR TO FLOOR t D Simpson Strong-Tie '. U CONNECTION HNG STUDS CS20 1%' COILED Y2" THREADED ROD L P co STRAP. MIN 12" REQUIRED FOR STU 1/2 1,ACK STUDS OVERLAP AT EACH CZL SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD 1 1/4" COIL STRAP - H2A 2"MIISIDECOVER CNW NUT COUPLER n� 16" O.C. USE 4-8D AT EACH ROOF �V NAILS AT EACH STUD MIN OVERLAP IS 12" RAFTER USE 8-16D MIN EDGE NAILS AT EACH END, JACK TO SILL �� : ::_' DISTANCE* 12" MIN OVERLAP PER RT2.5 _ COMPONENT STHD8 �'' �`•' " :: ~ :� °�4 o�'e• MIN EDGE SHEET NO. STUD TO ROOF RAFTER " DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE CONNECTION AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12"' TYPICAL STRIPPING FOR CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPE��ING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS