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HomeMy WebLinkAbout50277-Z ho�aOf souryolo Town of Southold * P.O. Box 1179 0 53095 Main Rd �ourm�` � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45753 Date: 11/09/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 3600 Little Neck Rd Cutchogue,NY 11935 Sec/Block/Lot: 103.-9-13.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/03/2024 Pursuant to which Building Permit No. 50277 and dated: 01/30/2024 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: enclosed entry way repairs to existing single family dwelling as applied for. The certificate is issued to: Linda Moeller,David Mcmillen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50277 11/04/2024 PLUMBERS CERTIFICATION: t on d Signature o�gOFFDi��oG TOWN OF SOUTHOLD �a t BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50277 Date: 1/30/2024 ' Permission is hereby granted to: Moeller, Linda 3600 Little Neck Rd PO BOX 202 Cutchogue, NY 11935 To: Repair and replace entry walls to inclued window and door asseblies to an existing single-family dwelling as applied for. At premises located at: 3600 Little Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 101-9-13.3 Pursuant to application dated 1/3/2024 and approved by the Building Inspector. To expire on 7131/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $266.00 CO-ALTERATION TO DWELLING $100.00 Total: $366.00 Building Inspector O��OG 50!/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q JameshCcD-southoldtownny.gov Southold,NY 1 1 97 1-0959Zell' couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Linda Moelle Address: 3600 Little Neck Road city:Cutchouge st: New York zip: 11935 Building Permit#: 50277 Section: 103 Block: 9 Lot: 13.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: CLOS Electrician: BEN Doroski License No: ME-38893 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: COVER PORCH Inspector Signature: koot.cx Date: November 4, 2024 3600 little neck rd OP SOUIyOIo ,60A * ` TOWN .OF SOUTHOLU BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND : [ ] INSULATION/CAULKING [vl 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 v AID l 4. -S 0A piol DATE q• - INSPECTOR OF SOUIyO� Ydd77 36 co l V+l l t kkvk TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ I. FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE 4 CHIMNEY [ ]' FIRE.SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: ppo'L� DATE �3 a INSPECTOR . of souryO�o -TOWN OF SOUTHOLD BUILDING DEPT. coufm, 631-765-1802 INSPECTION ' ] FOUNDATION .1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: DATE l INSPECTOR l hO�ar1f so yO� 50 a 7/ 360 �i/ -fti2 4)LOGK FrA. # # TOWN OF SOUTHOLD BUILDING-.DEPT. IOU Nr+,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] .FIRE SAFETY INSPECTION j ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ .] PRE C/O ` [ ] RENTAL REMARKS: pore (,f )T\ _ . DATE C L o2, INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) -------------------------------------- cm � 60 FOUNDATION (2ND) y z •� � d S ok due,. o O H ROUGH FRAMING& PLUMBING w N t, INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS f= I�► /�P-L l Z rn l ►v O z x r� x e r� b H 11FFBI,' =o G� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�a ao` Telephone(631)765-1802 Fax(631)765-9502 hqps://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i ±.�; ; ��'�, c •`` PERMIT NO. 5O 05 I ] Building Inspector: ; `-' ' BAN - 3 2024 Applications andr forms must be filled out in 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. r - Date:December 1, 2023 OWNER(S)OF PROPERTY: Name:Linda Moeller and David McMillen SCTM#1000-103-9-13.3 Project Address:3600 Little Neck Road, Cutchogue Phone#:631-903-4252 Email:lindamoeller@me.com, davidmcm22@me Mailing Address:PO Box 202, Cutchogue, NY 11935 CONTACT-PERSON': Name:Linda Moeller or David McMillen Mailing Address:PO Box 202, Cutchogue, NY 11935 Phone#:631773478713 ITMTII.Iindamoeller@me.com DESIGN PROFESSIONAL'INFORMATION: Name:N/A Mailing Address: Phone#: Fmil: CONTRACTOR INFORMATION::. Name:peter Heard (License No. 14944-H) Mailing Address:PO Box 356, Peconic, NY 11958 Phone#:631-374-1239 Email:nccr@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION . ❑New Structure ❑Addition ❑Alteration ■Repair ❑Demolition Estimated Cost of Project: 00therreplace windows and door and replace existing light fixture $30,000 Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ❑Yes ■No 1 r 4 ' PROPERTY INFORMATION Existing use of property:ent orch Intended use of property:ent Np orch rYp __-__ . _ __- . ._. 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/desl n -rafesslonal irresponsible for all drainage and storm water Issues as provided by; Chapter 236 of the TowmCode. APPLICATION I5 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,Cour►ty,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 allapplicable 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 - punshable-as a Class A misdemeanor pursuant to Section'210.45 of the New York State PenaLLaw. Application Submitted By(print name):Linda Moeller ❑Authorized Agent ®Owner Signature of ApplicanG -- Date: December 1, 2023 CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF Commission Expires April 14,2_C?D 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 \- /& / , ,, n J day off�1 r1�- .20 D1 �"py `�1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 on S�fFDt� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ti2. Town Hall Annex - 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 'yam® 00� Telephone (631) 765-1802 - FAX (631) 765-9502 d iameshCcD-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: September 18, 2024 Company Name: CLOS Electrician's Name: Ben Doroski License No.: 38893 Elec. email: info@customlightingofsuffolk.com Elec. Phone No: 631-298-4588 DI request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Linda Moeller& David McMillen Address: 3600 Little Neck Road, Cutchogue, NY 11935 Cross Street: Eugene Road Phone No.: 631-903-4252 Bldg.Permit#: 50277 email: davidmcm222me.com Tax Map District: 1000 Section: 103 Block: 9 Lot: 13-3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): reinstall two exrterior fixtures; install one interior fixture; install two new duplex recepticle Square Footage: 128 Circle All That Apply: Is job ready for inspection?: YES 0 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 H Frame D Pole Work done on Service? DY RN Additional Information: PAYMENT DUE WITH APPLICATION g11819M 16 �XW ' ec*ND6403 - n � I � '5 �Ufxl` BUILDING DEPARTMENT- Electrical Inspector 5 .� A 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 iamesh(a1southoldtownny aov - seandn-southoldtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: September 18, 2024 Company Name: CLOS Electrician's Name: Ben Doroski License No.: 38893 . Elec. email: info@customlightingofsuffolk.com Elec. Phone No: 631-298-4588 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Linda Moeller& David McMillen Address: 3600 Little Neck Road, Cutchogue, NY 11935 Cross Street: Eugene Road Phone No 1-903-4252 Bldg.Permi #: 50277 email: davidmcm222me.com Tax Map District: Section: 103 Block: 9 Lot: 13-3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): reinstall two exrterior fixtures; install one interior fixture; install two new duplex recepticle Square Foot ge:_1 28 Circle All That Apply: Is job ready for inspection?: YES ❑NO ❑✓ Rough In Final Do you need a Temp Certificate?: YES FV� 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 ElOverheadl # Underground Laterals 1 2 0 H Frame M Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION q i 181a�� PERMIT# Address: Switches Outlets CFI's Surface t Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Moeller McMillen building permit application: Attachment 3 110�3p��'Ol D8.CkA8AT1%1N OF COVENANTS AND RESTRICTIONS DECLARATION made this JtM day of , 1990, by DORIS P. !ASTER, residing 0' 1400 Little Nock Road, Cutchogue, New York 11931, hereinafter referred to as "Declarant' . DISTUCT 1000 W I T N B s S E T H ; SLCTEUN 103.00 WHRUAS, Declarant is the owner in fee simple of a certain parcel BLOCK of land situate at Cutchogue, Town of Southold, County of Suffolk and 09.00 State of New York, containing 8.5 acres$ and designated on the Suffolk l,oT County Tax Map as District 1000, Section 103, Block 09, and Lot 017.000 013.00at and referred to herein as the "premises•. t1 WHEREAS, the Declarant intends to subdivide said premises for residential purposes and desires to subject said premises to certain reservations, restrictions# conditions$ eovewts and agrosmsnts. MBA SO 199A i , NOW THERRIORE, the Declarant does hereby declare that the aforesaid premises and every portion thereof is hereby held and shall be conveyed subject to rho conditions, covenants and restrictions here'In4fter set forth, and that every purchaser of said premises so purchased shall be/ held subject to the covenants, conditions, and restrictions hereinafter set forth. �.. � 1. No lot line shall be changed in any manner at any future date • unless authavi:od by the Town of Southold Planning Board. 1. Clearing and grading withi64 each lot shall be limited to that ' necessary for siting and constructing a house with the intent of preserving as much of the natural vegetation on the site as ��'-� possible. 11443Pb"302 3. The extsting buildings on Got Z, a barn and a shed, Shall not be used for living quarters. 4. There shall be no further subdivision of Lotu I to 3, inclusive, at any future date unless authorised by the Town of Southold Planning Board. 5. No new residential structure shall be constructed or ntherwise located within 75 feet of the upland edge. G. rho new sanitary disposal facility shall be constructed or otherwise located within 100 feet of the upland edge. 7 . No stormwater runoff resulting from the development and improvement of this subdivision or any of its lots shall be discharged into the adjoining bodies of crater and the tidal wetlands within. S. Erosion and sediment control measures shall be required during and immediately after construction on each lot to insure that stormwater runoff will not carry eroded and other deleterious materials into Bugene's Creek and the tidal wetlands bordering the Creek. 9. A strip of land 8.75 fc^' wide along the frontage of the property on Little Neck Road shall be offered for dedication for highway widening purposes to bring the road up to modern right-of-way width standards. 10. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Planning Board of the Town -of Southold after a public haring. Adjoining property owners shall be entitled to notice of such public hearing but their consent to such modification shall not be required. 1 11043KJ03 11 . These covenants will uw effective only at Such time as the Southold Town Planning Board endorses the subdivision map and/ if this map is required by the Southold Town planning Board to be filed with the Suffolk county clerk, only at Such time as said map is accepted by and filed with the Suffolk Country Clock . 12. That all of the covenants, conditions and r►tatrictions contained herein shall be construed as teal covenants running with the land and shall continue and remain in Lull force and effect at all times as against the owner of the premises or any portion thereof , except with the parrmissi^,- -f the Southold Town Planning Board, or its then equivalent successor. Said covenants, conditions and restrictions shall be binding upon, Inure to the benefit of and be enforceable by the Declarant, her heirs, sueceesore and assigns, any owner of any portion of the aforesaid premises, their heirs, successors and assigns, and the Town of Southold/ and its successors and assigns, and the failure of any of the foregoing to enforce any of such covenants, conditions and restrictions shall in no event be deemed a waiver of the right to do so thereafter . IN WITNESS WNER6orl this indenture has been executed the day and year first above written. Doris P, Poster STATE OF NEW YORK) ) sa. : COUNTY OE SUFFOLK) On the %PoL day of r.'o-� , 1990, before me personally came DORIS P. FOSTER, to me known to be the individual described in and who executed the foregoing insttument, and acknowledged that she executed the some. o cry Public mm%or "N WOW AtJG11S?A No 1y 11043W04 Zk � *14WTIC IDD80N & BRR f "Qg- Maitt ad p.Q. Box 1460 Southold, NY 11971 Moeller-McMillen building permit application: Attachment 0 338 S.F OR 3.29 ACRES S.C.T.M. NO. THE AREA OF THIS PROPERTY IS 143,UPLAND AREA OF THIS PROPERTY IS APPROXIMATELY 44,275 SF. OR 1.02 ACRES WILSON ROAD 1000 - 103 C.Ml SURVEY OF: LOT 3 MAP OF DORIS MOELLER FOSTER tp MAY 21, 1990 - AS No. 8941 O � O SITUATED IN: CUTCHOGUE C.M\ (fin W SUFFOLK COUNTY, NEW YORK TOWN OF: SOUTHOLD 0 oDATE: 9/19/2014 p . JOB NO. G14-0791 n M LOT 2 x Ln SCALE: 1" = 40' U V�Lr=,S�LIU Q a ' E y�RE0,514 CE1 C7(J•OO FG C.M. *� 8��O3'00» FCi SES O51 & S p.KE 7 6 w T� p.6'N STAKE SE �.M. STAKE Un D�'µ o ASPHALT J Q LOT 3 1 APRON a PROPANE �• TANK UTILITY O In POLES 30.2' CONC.f nj o Q Z 12.0' #3500 N 38.1' 1�STORY _ (V C.M. 9 e FRAME 7 0 ni GRAVEL DRIVE D.rN pWEtLINC 7.1 •SET C x ASPHALT - - •. OOt C M• N 3' PICKET FENCE APRON 410- 00 i' 4.2' 40.7' d- { " \•\ CELLAR- n ti (' DOOMS 0; O) .' . .' . .'. .' `1 5.D' 5-0' d' /"•f • • .' ' ' '- •' " . % Cj 18.3' x x DATE REVI SlONS j•'�. J.'/ / 3' PICKET FENCE �.'/ ` •. . i `WOOD 37s 4. i.i4�. / STEPS GUARANTEES INDICATED SHALL RUN cp UPLAND Q ONLY TO THE PERSON FOR WHOM THE . '.••'.•-MARSH LAND'.•'. • . SURVEY IS PREPARED AND/OR AGENCY, �1 r ^ POLES ofAND ARE NOT TRANSFERABLE. 3.9'W CERTIFIED TO: 36'S,S1S4 1 \ �, %. . �. W David McMillen % �. / / . • I Z Linda Moeller WATER 1 \ a W Ld . . . . . . • I �.. \ I J AIR /•� / �. . x J - A -.. '. / / ' •' - • .- • .- - • • .' • ' '.' - •' - . .- • . ••1 THE EXISTENCE OF RIGHTS OF WA Y AND OR 8 y' { x EASEMENTS OF RECORD IF ANY.' NOT SHOWN %. / .'. :, :. :. :. :.' :.; :.' :. .• ` ARE.NOT GUARAN7EED. 6I S? (. - ._' - :.. �:'/ /,: :. :. :. :.:. :.:. :.: '.: '.' :. :.: :.: I w UNAUTHORIZED ALTERATION OR ADD177ON TO 86 3gh f MARSH LANDTHIS SURVEY IS A VIOLA77ON OF SECTION I x 7209 OF THE NEW YORK SATE EDUCA77ON 0 LAW. COPIES OF THIS SURVEY MAP NOT BEARING f 4 THE LAND SURVEYORS INKED SEAL OR p EMBOSS SHALL NOT HE VALID CONSIDERED TRUE COPY. TO BE A ' • • .'. , x 60 � i• I a 0 RFEk) ��j► >> 3 j� i a x ` g �j CL 9 O 9$ Og W /• x 19\ LI C. 050829 \ EN Of PAVEMENT GARY BENZ L.S. Surveying and Land Planning 24 Shorehaven Blvd. ' Ronkonkoma, N.Y. 11779 ' (631) 648-9348 GaryBenzLS@Yahoo.com GS1116014 ACQ CERTIFICATE OF LIABILITY INSURANCE 11 'MMIDDIYYYY) 11/27/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME* Alexandria Whitne W.N. Tuscano Agency Inc. ,"�"r a E,�; 631-477-1680 FAX e N, 31-477-8930 PO Box 1027, 950 Highland Ave. E-MAIL ADDRESS: aexandria mcmann rice.com GREENSBURG PA 15601 INSURERS AFFORDING COVERAGE NAIC# INSURERA.Evanston Insurance Company 35378 INSURED INSURER B North Country Carpentry & Restoration, Inc. INSURER : PO Box 356 INSURER 0: PECONIC NY 11958 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPEOFINSURANCE ADSDLS VD POLICPOUGYNUMBER MMMDYEFF POLIMMDCD1 EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 3AA702967 09/14/202 09/1412024 DAMAGE TO RENTED CLAIMS-MADE 0 OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Peracddent UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETORIPARTNENEXFCUTIVE El "�A E.L.EACH ACCIDENT $ OFFICER/MEMBEREXOLUDED7 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Contractors -Executive Supervisors or Executive Superintendents. Products completed operations are subject to the General Aggregate Limit. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN David McMillen ACCORDANCE WITH THE POLICY PROVISIONS. 3600 Little Neck Road AUTHORIZEDREPRESENTAjj Cutchogue,NY 11935 fe�����.�^-.�J ©1988 2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD , g TWffi . .• .7"7!% M W'Af-4" W g � mmoll'2% ffi § Suffolk County Executive�F Office of Consumer Affairs fa VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 4/1/88 No. 14944-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that PETER D-HEARD doing business as NORTH COUNTRY CARPENTRY& RESTORATION INC having fumished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New'York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT, DEPARTMENTAL SEAL AND A CURRENT CONSUMER, AFFAIRS ID CARD 9 k Director - ...I I �1. I . , . � "'IliIi r �2 I . 1, I 1-1. � , D` - ' ' ­7­1 \ - --,--] c *N.-N / - � ' ' I - I , L . I � , I q i . �:,-L_ -" ."', � I I � ) , _= � \ I I IL . 11 I I / : : '; I '� .�" � I __%�, L I �:*4 r , \\ I n I r i �= , qk ,' ' 11 I m -1 ''i I �. , . L . I - L. It IF ,- . .", I �, I 1-_ � , i �� �. 11" . - : I �� I I .� � I ,LLL %L ,_ 1. - , � , ,_ . I I , � ,�, I -1 \ L ­­­ u , , Li 11�� pr" " I H E I II . � I I 11 i I I � . � 7 � , -11 , : I __� � 011p, I I . t.-oo :. -- -1 � � . �.7' -­ i , i ____ - -1 IIIIIIIIIIIIwIIIIIIIIIII '&�& tf- Ift m%/ :1 A ^ &"% � . .\��l 1:3) u APPROVED AS NOTED _- 01" u j &��j 'tF N Fm u n ' U "`�""""I"""" 7 "I" u '^ 600 L I w��w�w rL """""""""""` r% 0 � 'mm& m ff RDY if a %O H 0 0144 rm N If ML %apDATE: D-2 B.P.# �� FEE 3�r I D D BY--yJ� ..L NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: GENERAL NOTES � APPLICABLE CODE NOTES SYMBOLS LEGEND PROJECT INFORMATION FOUNDATION OURE -TWORE REQUIRED AIR LEA�AgE_ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IRC TABLE 301.5) IRC TABLES R502.3.1(2), R802.4(1) AND R802.5.1(3). DIMENSIONAL O SCOPE OF WORK ROUGH-FRAMING&PLUMBING ALL NEW WORK TO CONFIRM WITH THE 2020 RESIDENTIAL CODE FOLLOW SECTION R402.4 FOR AIR LEAKAGE. THE BUILDING LUMBER MAXIMUM SPANS A201 KEY NOTE INDICATOR RENOVATION TO RESIDENCE INSULATION OF NYS AND 2020 ENERGY CONSERVATION CODE OF NYS THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR USE LIVE LOAD DIMENSIONAL LUMBER DESIGN CRITERIA 1 WALL TYPE INDICATOR; SEE SHEET A-101 FINAL-CONSTRUCTION MUST CONSERVATON CODE WHERE APPLICABLE. LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF CONSTRUC11ON TYPE: V-B BE COMPLETE FOR C.O. DECKS 40 SF MAXIMUM SPAN GENERAL SECTIONS R402.1 THROUGH R402.6. SPRINKLERED: NO PASSENGER VEHICLE GARAGES 50 SF SPACING FLOOR JOISTS CEILING JOISTS RAFTERS 1 FIRE ALARM SYSTEM: NO ALL CONSTRUCTION SHALL MEET THE 1. ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH THE ATTICS WITHOUT STORAGE 10 SF 40#LL-10#DL 10#LL-10#DL 20#LL-10#DL A-101 DETAIL CALL-OUT REQUIREMENTS OF THE CODES OF NEW REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. IN PAINTING OCCUPANCY GROUP: R-2 CASE OF CONFLICTING 1. IN1T;, ,OR WALLS AND CEILINGS TO RECEIVE ONE PRIMER AND ATTICS WITH STORAGE 20 SF 2x6 0 16" C/C 9'-1" 16'-6" 14'-2" - � � ZONING A3 YORK STATE. NOT RESPONSIBLE FOR rl ROOMS OTHER THAN SLEEPING ROOMS 40 SF 2x8 0 16" C/C 12'-O" 21'-9" 17'-11" DESIGN OR CONSTRUCTION ERRORS 2. NO DEVIATION FROM THE DESIGN DRAWINGS SHALL BE MADE TWO FINISHED COATS OF BENJAMIN MOORE REGAL WALL SLEEPING ROOMS 30 SF 2x10 0 16" C/C 15'-2" 26'-0" 21'-11" A A APPLICABLE CODES WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. SATIk OR APPROVED EQUAL. STAIRS 40 SF 2x12 0 16" C/C 17'-7" 25'-5" A-101 A-101 SECTION INDICATOR FULL 2020 NY RES. CODE AND 2020 IRC 3. VERIFY ALL DIMENSIONS, ELEVATIONS, AND ALL OTHER ITEMS 2. INTERIOR DOORS, BASE AND CASINGS TO RECEIVE ONE GUARDRAILS AND HANDRAILS 200 SF 1. ALL DIMENSIONAL LUMBER SHALL BE /2 DOMESTIC HEM FlR oR BETTER. STRUCTURAL FRAMING VILLAGE OF QUOGUE ZONING COMPLY WITH ALL CODES OF REQUIRED FOR THE VARIOUS TRADES, AND ALL FIELD PRIMER COAT AND 2 COATS OF BENJAMIN MOORE WHITE E-1,800,000 & Fb - 1500 JOISTS: E-1,400,000 & Fb - 1200 NEW YORK STATE&TOWN CODES SEMI--GLOSS OIL BASE PAINT OR APPROVED EQUAL. 2. PROVIDE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, LION. A REQUIRED AND CONDITIONS OF CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ALL 3. PROVIDE CROSS BRIDGING AT FLOOR JOISTS 0 MAXIMUM 8'-0. O.C. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: DISCREPANCIES SHALL BE COORDINATED WITH THE ENGINEER. 3. COLONS AS CHOSEN BY OWNER. SECTION R602.10. INTERIOR WALL BRACING. BRACED WALL PANEL 4. ALL MEMBERS SHALL BE MINIMUM SIZE AND SPACING PER SCHEDULE, LION. A SOUTHOLDTO',%ZB,k CONSTRUCTION TO BE MIN 1�z" THICK GYPSUM BOARD ON BOTH SIDES A-101 SECTION INDICATOR PARTIAL GROUND SNOW LOAD: 20 PSF �� 'n�.rn 4. ALL MATERIALS SHALL BE NEW AND OF BEST QUALITY AND OF WOOD STUDS SPACED 16" OC AND FASTENED 0 7" OC WITH NAILS ULTIMATE WIND SPEED: 130 MPH SOUTHOLDTOYJNPIA 'll! aCOMM ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE WINDOWS 3c EXTERIOR DOORS IRC TABLES R502.5 1 AND R502.5 2 MAXIMUM SPANS FOR SEISMIC DESIGN CATEGORY: B / ,�� IN ACCORDANCE WITH TABLE R602.3 (1). MINIMUM LENGTH OF BRACED ( ) ( ) WEATHERING: SEVERE SOUTHOLDW11TRUSTEES BEST ACCEPTED TRADE PRACTICES AND AS PER 1. AS SPECIFIED ON PLANS, INSTALLED TO MANUFACTURER'S WALL PANEL TO BE 48". FASTENERS TO MEET THE REQUIREMENTS OF HEADERS IN BEARING WALLS MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. c FROST LINE DEPTH: -35.6 INCHES ....... N.Y.S.DEC SPECIFICATIONS. TABLE R602.3 (2) HEADER SPANS FOR EXTERIOR BEARING WALLS A ELEVATION INDICATOR (EXTERIOR) TERMITE: MODERATE TO HEAVY SOUTHOLDHPO 5. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS 2. REFER'ENCE ENERGY PERFORMANCE DATA OF EACH UNIT AS (GROUND SNOW LOAD 30 PSF) A-101 WINTER DESIGN TEMP: -8.7 DEG F FASTENERS, HARDWARE, AND ACCESSORIES AS REQUIRED FOR SPECIFIED IN ENERGY CODE COMPLIANCE REPORT. WALL BRACING BUILDING WIDTH ICE SHIELD UNDERLAYMENT: REQUIRED SCHD COMPLETE INSTALLATION, EVEN THOUGH SUCH ITEMS MAY 3. CONFIRM FENESTRATION U-FACTOR AND SOLAR HEAT GAIN TYPE OF n " " FLOOD HAZARD: YES CONDITION AMOUNT HEADER SUPPORTING SIZE 20-0 28-0 36-0 NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS. BRACE nAIR FREEZING INDEX: 1,500 OR LESS COEFFICIENT (SHGC). ROOF & CEILING 2 - 2x4 3-6 3-2 2'-1 0 CLIMATE ZONE: 4A 6. ALL DIMENSIONS ARE TO FINISHED FACE OF WALL PARTITIONS 4. L.C.C. HEAD & SILL FLASHING, MEMBRANE JAMB FLASHING ONE STORY METHOD 3 30% MIN, EA END & 0 25' OC 2 - 2x6 5'-5" 4'-8" 4'-2" e NORTH ARROW ACCESSIBILITY: NOT REQUIRED UNLESS OTHERWISE NOTED. TOP OF TWO STORY METHOD 5 30% MIN, EA END & 0 25 OC 2 - 2x8 6'-10" 5'-11" 5'-4" ELECTRICAL 7. ALL EXISTING CONDITIONS DATA PROVIDED BY THE OWNER � " � n n FOR THE PRODUCT ON OF THESE DOCUMENTS ARE ASSUMEDGUTT -& LEADERS: 2 - 2x10 8-5 7-3 6 -6 INSPECTION REQUIRED TO BE ACCURATE AND COMPLETE. PROVIDE NEW GUTTERS AND LEADERS TO MATCH EXISTING. NAILING SCHEDULE 2 - 2x12 9'-9" 8'-5" 7'-6" ABBREVIATIONS _ 8. ANY DAMAGE DONE TO FINISHED DURING CONSTRUCTION TO INSTALL HANGERS BELOW SHINGLES. MATERIAL FASTENER SPACING 3 - 2x10 10'-6p 9''1"" 8'-2"" AFF ABOVE FINISHED FLOOR BE REPAIRED. 4 - 2x12 14-1 12-2 10-11 AHJ AUTHORITY HAVING JURISDICTION EXTERIOR ,SIDING: n 6D COMMON 6" OC EDGES, 12" OC B.O.D. BASIS OF DESIGN 9. CONTRACTOR SHALL TEMPORARILY SUPPORT EXISTING CEILING � WOOD STRUCTURAL PANEL 1. CEDAR SHINGLE SIDING TO MATCH EXISTING. NAIL INTERMEDIATE STUDS CB CONTRIBUTION BOX FRAMING SYSTEM PRIOR TO WALL DEMOLITION. 2 TYPE IL. (30#) FELT " %" SCREWS 4" OC EDGES, 8" OC HEADER SPANS FOR INTERIOR BEARING WALLS CL CENTERLINE DRAWING INDEX 10. THESE NOTES DO NOT COVER ALL ASPECTS OF Y2 GYPSUM BOARD BUILDING WIDTH CLR CLEAR CONSTRUCTION AND ADDITIONAL INFORMATION WILL BE 3. 1/2" ZIP SHEATHING. CONTRACTOR TO PROVIDE COST E W OR S INTERMEDIATE STUDS CMU CONCRETE MASONRY UNIT GENERAL HEADER SUPPORTING SIZE 20-0" 28'-0" 36'-0" SUPPLIED BY DAVID OR LINDA MCMILLEN OR APPROVED ANA:,YSIS FOR 1/2" CDX WITH TYVEK HOUSE WRAP. nCONC CONCRETE G-000 COVER SHEET PERSONS. ONE FLOOR ONLY 2 - 2x4 3-1 2-8 2'-5" ALL NEW CONSTRUCTION 0 EXTERIOR ENVELOPE TO COMPLY WITHCONF CONFERENCE G-001 CODE SHEET 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. TABLE R402.1.2. 2 - 2x6 4'-6" S-11" 3'-C' CJ CONTROL JOINT 2 - 2x8 5'-9" 5'-O" 4'-5" EWC ELECTRIC WATER COOLER G-002 CODE SHEET 12. CONTRACTORS SHALL CALL TO THE ATTENTION OF THE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FOR 2 - 2x10 7'-0" 6'-1" 5'-5" DWG DRAWING G-003 WIND STRAPPING ARCHITECT OR GENERAL CONTRACTOR ANY DISCREPANCIES CLIMATE ZONE 4A 2 - 2x12 8'-1" 7'-0" 6'-3" EIFS EXTERIOR INSULATION AND FINISH SYSTEM OR ERRORS IN THE DRAWINGS OR SPECIFICATIONS WHICH 3 - 2x10 8'-9" 7'-7" 6P-9" ELEC ELECTRICAL ARCHITECTURAL MIGHT HAVE A BEARING ON THE WORK. FENESTRA11ON U-FACTOR = 0.35 �'-'».• ELEV ELEVATION SKYLIGHT U-FACTOR = 0.55 EXT EXTERIOR A-101 FIRST FLOOR PLAN DESIGN LOADS GLAZED FENESTRATION SHGC = 0.40 FE FIRE EXTINGUISHER 1ST FLOOR DECK: LIVE-40 PSF + DEAD-15 PSF = 55 PSF CEILING R-VALUE = 49 FF FINISHED FLOOR WOOD FRAME WALL R-VALUE = 20 OR 13+5 F.O. FACE OF TOTAL LOAD MASS WALL R-VALUE = 943 FRP FIBERGLASS REINFORCED PLASTIC 2ND FLOOR DECK: LIVE=30 PSF + DEAD=15 PSF = 45 PSF FLOOR R-VALUE = 19 ICF INSULATED CONCRETE FORMS TOTAL LOAD ROOF: LIVE=20 PSF + DEAD=15 PSF = 35 PSF BASEMENT WALL R-VALUE = 196 INT INTERIOR TOTAL LOAD SLAB R-VALUE & DEPTH = 10, 2' MDF MEDIUM-DENSITY FIBERBOARD CRAWL SPACE WALL R-VALUE = 1943 O.A. OPEN ABOVE RO ROUGH OPENING FRAMING (R313.5.1) CARBON MONOXIDE DETECTORS TO BE INSTALLED AS S.O.W. SCOPE OF WORK LL L$_ VERY IMPORTANT JQ FOLLOW MANUFACTURER'S REQUIRED AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE SIM SIMILAR SPECIFICATIONS FOR PROPER INSTALLATION METHODS FOR BUILDING WIRING. SS STAINLESS STEEL ENGINEERED LUMBER MATERIAL. STL STEEL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS DIMENSIONAL LUMBER DESIGN CRITERIA TOM TOP OF MASONRY FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER. WIND DESIGN SUBJECT TO DAMAGE FROM TYP TYPICAL GROUND SEISMIC WINTER ICE AIR MEAN LION UNLESS OTHERWISE NOTED 2. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH SPEED TOPOGRAPHIC SPECIAL WINDBORN FROST FLOOD SNOW DESIGN DESIGN BARRIER FREEZING ANNUAL DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. LOAD (MPH) EFFECTS WIND DEBRIS CATEGORY WEATHERING LINE TERMITE TEMP NDERLAYMENT AZARD INDEX TEMP 3. ALL HEADERS UNDER 6'-0" SHALL BE (2) 2 X 8 MINIMUM DESIGN ONE DEPTH UNLESS OTHERWISE INDICATED. 25 130 B 1 B SEVERE MODERATE YES -F I I ��] 4. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND POINT �TO HEAVY LOADS UNLESS ADDITIONAL SUPPORT IS NEEDED AS INDICATED ON PLANS. _ 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMPSON OR LOCATION MAP APPROVED EQUAL WOOD-I-BEAMS AND LVL. 6. ALL PRE-ENGINEERED LUMBER SHALL BE WOOD-1-BEAMS ,,:,, , AND LVL PRODUCTS AND AND SIZE AS INDICATED ON ;.,,` ` ` `' _,., V'r. 1­ 1 LJ L PLANS. ,.,_ - 11 :' 'el , " .. A MULTIPLE LVL PRODUCTS USED AS BEAMS AND GIRDERS x ° \ ;. 7. ALL I „ . lI >,",:.A Kk §g �' I " .' �uG0��4rs �^ <.<, ;'' A V. MACHINE BOLTS 0 12 k, _ � .d°i;. ,f � Q��, ,.„rt ,' ,, TO HA\�E 2 ROWS OF 1 2 DIA G L M CHI E B ," �, / ,, <- ,_<, , ",. ' � x" ,uI'll b O.C.. CONTRACTOR MAY SUBSTITUTE GLU LAM BEAMS * , w x �' « _ , R EQUAL) USE A 3-1 2 APB IN PLACE �xcr ` _ N % 111i I ' `-� (ANTHONYPOWER 0 EQ L ,�',`", _" ) / ) , - , 4 �« ;` : !�. % ., ;I�. ,,W ,. �' %mac AP ACE OF A I OF 2 1-3/4 LVL S AND A 5-1/2- BIN PLACE .F ,.., 11 CD _ . +, > a. .. y 6 3 1 3 4 LVL S EXCEPT IN SITUATIONS WHERE THERE IS A '' b `�a O / , d I' r` �I , CANTILEVER. R OF , ,,?, , "a" i. ..s,� ° .ate` „AJ. ;. ^` " £: - ',`w Ja y, ,,._ ,.., 8. WHERE WOOD GIRDERS AND BEAMS INTERSECT A WALL, Qi , ` I` <. e ." M''; j #Y wE _ 'Y8 " • yy �. 6 M �` Viz, d AM.TO ACCEPT E BE DO ` =' '� DOUBLE PLATE SHALL BE CUT TH '' -C' u s a aa', 11 Y., 7.i. << MA' a k NOT NO y TCH BEAM. :v fit. �mi '°'k a.i<'- .:, '': ,.tomb r d; ''`,; '` , 9. POINT LOADS SHALL BE MINIMUM OF 3 STUDS UNLESS , ` 't.. ,�' OTHERWISE INDICATED. SYMBOL FOR POINT LOADS IS SHOWN ��� a o o ""� 5; � " ''1, m, ' ON DRAWINGS, A SOLID BLACK SQUARE. ° " '- ° ;. % ,:"_`­ln4:'� � � " : 11 ' REV. DATE REVISIONS -, _ W R DIRECTLY FROM % w TNT LOADS SHALL BE TRANSFERRED D E R : 4. 10. ALL PO `°" '<.': . � . , ' : ,`, y F. ,i q'� f 7., i. '` .'S6 ,�M POINT OF ORIGIN TO THE BASEMENT. "3 1' w.:l :' ��;', ° 1 20 DEC 23 �., i, , ' : '; PERMIT DRAWINGS . .r - 4 lo . t R:'. ,' a . 11. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO ``, : . ^r 4, cgs �{,/ ,, g a 'ti,- ' � �-'., f ' y" p ' ,. P OOD KNEEWALLS. _ �. .i �., ' :.� :. . 14 11E PLATE TO STUDS LYW `'d'm V :`' ° ;'°°re. =i: `»" `<i� r ,e ,, }� 'r, i^a :'" ;+m. '�s*' 'ma" � . I ra 12. STRAPPING TO CONFORM TO CURRENT WIND CODES. 11 y qq ?x" `"� `.>. ,mod a a ,t� a a9,, 'y,. m.q? .'y .11 , . `° Y _. k. 1;1 e. < C r:xe _ .t ' GYPSUM BOARD: a*_ J, sy r ,"y , �i3 C +k as 1A � y 4 : M . ,.:r, e s b �'` d1.{ �,f'ff,l > ., j,'.F :. A .,E:.e'J` 8:. .,;,5�,,b„ '7 s.,r^k"�';,,,: 3 ge..,..:... :�;;a�.�. ..gq'`V-,r.;,-.. ','ti%. , ,'. I'll 1. 1/2 WALL BOARD ON ALL WALLS AND CEILINGS. WALLS AND - 1.a e< �« y ., .',b« , .1 x CEILINGS TO BE TAPED AND RECEIVE 3 COATS OF SPACKLE. "A";,'`""; " ':' -� `: m�, yy ,.: yy . &' " :a`" :. M� z' $. r .' +:n riI., $ ter.P'' ,„ _N'..: ,, �.i t;. .., : .g .r«' _�..,:'.��a,"pia $ � r:.`::7 Via,.: .r " fie,;'<' ��. <, ,fb^`' ay.8 4'k }„ 'f^ '' _ <`' �sZ" - C`' :. � 'r-f' .gyp° <:?'' ' ,: ' I '<� ' Rr:4„m,✓ .a" z a' `'> s s" a�" .! "� I d �',., .� ° ,is -+ 0 s$ `� s 1. �, a&,'��r`� f` ,n , s •,:1 :P�' Mg- ,, ,:,,;, "-�, j..'"' err R '`';_ �' '° PE ` ,s,, YV. WINGS FO =° �, �e N �. ..., , ,,'., s, a , n �. � Y PERMIT DRAWINGS R 11 � f'' m.,:. : .. �`< 3600 LITTLE NECK ROAD .�. . 1.11" ° g, _ MCMILLEN RESIDENCE li�:'= , °"z ii�'<a '�:w ay ,€.' ,a:,s :'`ae,' ,: $v,<' "' -. : i m„ a<r.`t: `.' �„�� '^ �,:^.s}. ,.t f; r z „� * �i w CUTCHOGUE, NY 11935 . s, { , : � 3600 LITTLE NECK RD '�`s,,. "`t,fi`, i. „qai"'M„ "`<yµ `8g' <"v-I'`,. "'t ";a:`a; #�,;,,'� as, `;,, .''�x�, ,_ "s'a*" °: � „?,`& ✓ ,,.,;<� rY.' ."'i"� `� sy...a,..`� 3 ' ;;3;.,r Ke .,a' '« ::s i3^'." .. :wb , , z �- .gP .. .r ..r e 6,'..'. ♦. „�,, >,crf+�`< '>y'4 X'. 'vilP,, W.. 'tW` yF - �rT,l � l, .;w• IT1� , , ,, , �x k' ;`w;,w€' ':€'�. x", Via.,' .M#' :. 1'�>,<,° g .r7 . ti, a '5� 8. fir,, `i +o, y v > " ., COVER SHEET i„ h:r ' yJ 4 �:N. �: 1. s~ e � .:,, .., . a I I r ,.,,°., ,.,,- ;- 4,,y>:„#,,.,;,.>. '. -" �,.i� .,tee,;., i), � ,:� r1` N. >.,' °^ F,.. ..s-' a °a*so,','7. .,... ,:•, ,,�'Y', :y a x, m•`, "'i - _ I .f ,,, 1,�t'� A - - - , , . ,� �z � .. I_1 =a"<' a DRAWN BY: - - - "!--_�, _f 1. __ MAMNA I'. " I , , "',," , 1 �' . I ­­­ I r .' ,/� BAM,KLT SHEET NO.: ',� ,� ,`�,,- ",�, *" ;£ .. x : • P '' - " >a• mac ,"" ,� .�:, .- »` 11 _. " V: ;- ,' l ' 'r Y , � `�«:: A'" :�_ ,>>;> `, <.'_111 . 11, <. .i.:, ' '`'.,. CHECKED BY: MM , ".,�,� % _ 11 ."- " , " 5 Y A Lw r ; SCALE: AS NOTED IR :<., `'` ' i�,,��f i _�,F, , , , � . ` 'e G-000 �?"a ^. ,>a ,TF ; *'4 i. >r,rm�`'' % *r '; `° a' ;i„'' ,y, }, ',�, � ISSUED DATE' 12.20.2023 Table 3.2 Silt or Bottom Plate to Foundation Connection Exposure B Footnotes for Table 3.2A Exposures B andTable 3*4A Rafter and/or Ceiling Joist to Top Plate Lateral andExposure - Requirements for Wind(Coat.) g 2018 IRC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DL=121 plf Shear Connection Requirements t Prescriptive limits are based on assumptions in Table 3.2. (Prescriptive Alter?ative to Table 3.4) Wires Speed 3-second gust{mph) 110 115 120 130 140 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section WIND DESIGN SUBJECT TO DAMAGE FROM (See Figure 1.1) GROUND SEISMIC WNTER ICE BARRIER AIR MEAN 3,2,117 Wind Speed Wnd FLOOD tz3s a 3-second gust(mph) 90 95 100 105 110 215 120 130 140 ISO 160 170 ISO SNOW Special DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL Roof Required Capacity of Connect n(plfj Sill plates are assumed to be treated Southern Pine. ( p } LOAD Speed Topographic wind borne CATEGORY Weathering line Termite TEMP REQUIRED HAZARDS INDEX TEMP Foundation See F re 1.2 (mph) effects region debris depth Connections Span $ Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height.For other g zone P Supporting (ft) U L 5 U 1 5 U 1 S U L 5 U L S conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Wall Number of Sd Common Na or 10d x Nails(Toenailed) Height Moderate 1 500 Spacing(in.) Height Required in Each Rafter and/or Cei g Joist Top Plate Connectionr,zs,s 20 PSF 130 NO NO 1 B Severe 3'-0" To Heavy 15 YES NO �LESS 5t.7°F 12 _ 134R - 147R - 160R 23 ` 188R 49 2I8R Roof+I Floor Roof+2 Floors Roof+3 Floors 16 - - 10 40 73 LISTED TABLES TAKEN FROM THE 2018 WOOD FRAME CONSTRUCTION MANUAL (WFCM) Roof&1 20 6 23 58 2 Wall Height 12 $ 2 2 2 2 2 2 2 2 3 3 3 3 3 24 16 35 76 120 8* 10' 8` i0' S` 10' 10 2 2 2 2 2 2 2 2 3 3 3 3 3 Floor Top Plate to 8 2 2 2 2 2 2 3 3 3 3 3 3 3 28 6 27 48 1 168 Roof Pitch Ridge Height Adjustment Factor 16 10 2 2 2 2 2 2 3 3 3 3 3 3 3 Table 3.1 Nailing Schedule 3z 14 37 61 112 168 8 3 3 3 3 3 3 4 4 5 5 5 5 5 Sill Plate to 36 22 47 74 131 192 ft 24 Foundation 10 3 3 3 3 3 3 4 4 S 5 5 5 5 Number of Number of � - o"(flat) 0,58 0.72 0.66 0,81 0.70 0.86 ; 20 - * 202R - " 221R - * 240R - * 282R 24 ' 327R Prescriptive limits are based on assumptions in Table 3.4. Joint Description Common Nails g p 24 - - - 4 47 S6:12 5 0.66 0.79 0.71 0.86 ? when Healing joists are instatled parallel to rafters,the sum of the toenaets in the rafter and Healing Toast shall equal or exceed the tabulated number of na4s re Box Nails Nail Spacing aw Space or 0.74 0,90 Roof&2 28 - - - 22 71 To avoid splitting,no more than Z toenails shaft be installed in each side of a rafter or ceiling]pest when fastened to a 2x4 tap piste or 3 toenails in each side ROOF FRAMING Basement] 10, 014 0.87 016 0.91 0.78 0.94 Rafter to Top Plate (Toe-roiled) (see Table 3.4A) (see Table 3AA) per rafter Floors 32 - - - 40 9S S. 0.72 0.86 0.75 0.90 0.77 0.93 Ceiling Joist to Top Plate (roe-nailed) (see Table 14A) (sere Table 3.4A) per joist . - fastened p a 2x6 top plate. 36 1 58 119 >6.12 10' 0,87 1.00 0.85 1.00 0.84 1A0 ' where top plate-to-ridge heights exceed iD',they shall be adj,asted as follows- Ceiling Joist to Parallel Rafter(Face•nalled) (see Table 3.9A) (see Table 3,9A) each tap 28 - 1270RI - 295R - * 1321RI, - * 376R - * 437R 15' 1.01 1.14 0.95 1.10 0,91 1.07Celtingfoist Laps over Panittors (Face-nailed) Isee Table 3.9A) (see Table 3.9A} rash lap Roof&3 ' Watt Height B' 10' Collar Tie to Rafter(face-nailed) (see Table 3.6) (see Table 3.6) per tie Floors 32 - - - _ 23 20 1.15 1.29 1.04 1.19 0.99 1.Y4Blockipg to Rafter(Tie-paled) 2-Sd 2-10d each end 36 - - - 47 Tap to to Ridge Adjustment factor Height(ft} Rim Board to Rafter(End-nailed) 2-16d 3.16d each end a a a a a 10* 1"00 1,00 12 - 79 436 - 87 436 - 94 436 123 111 436 49 129 436 WALL FRAMING 16 - - 10 40 73 is, LIS L25 Top Plate to Top Plate (Face-palled) 2.16d 2 26d per toot 20 - 6 23 58 96 Top Plates at Intersections(Face-nafted) 4.16d 5-16d joints-each side Roof 24 - 16 35 76 120 Tattle 3.28 Bottom Plate to Foundation Connections(Anchor =nx p o' s`U re s Zo 1.40 1.50 Stud to Stud (face-nailed) 2-16d 2-16d 24"ot. Bolts)Resisting Lateral and Shear Loads from Wind �+ Header to Header(Face-nailed) 16d IGd 16"ox,along edges 28 6 27 48 94 144 (Prescriptive Alternative to Table 3.2) 32 14 37 61 112 168 Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.SA) per stud Wall Bottom Plate 36 22 47 74 131 192 For Exposures 8&C and all Wind Speeds Bottom Plate to floor joist,Bandjolst,Endjoist 2-16d''r 2.16d''t per foot to Foundation 20 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 24 129 4363 or Blocking (face-Hafted) (Slab-on-Grade) 24 - - - 4 � 47 Anchor Solt Diameter in. Maximum Anchor Bolt { ) Roof&1 ( ) Spacing(1n.)�z,3" Table 3.4B Shear Walls Resisting Uplift and Shear' Exposure FLOOR FRAMING Floor 28 - - - 22 71 Joist to Sill, Top Plate or Girder (To"ailed) 4-8d 4-10d perjoist 32 - - - 40 95 1 2" 31 - (Prescriptive Alternative to Table'3.4) Bridging to Joist (Toe-nailed) 2-8d 2.10d each end 36 - - 1 58 119 5/8" 4$ „ - Blocking to Joist(Toe-nailed) 2-ad 2-10d each end 28 - 79 436 3 - $7 436 a - 94 436 a - 111 436 3 - 129 436 3 Blocking to Sill or Top Plate(roe-nailed) 3-I6d 4-16d each block Roof&2 1 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Floors 35 a3 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed See Figure LI 90 95 140 105 110 [j�L120 i30 140 150 160 170 180 :foist on Ledger to Beam(roe-nailed) 3.8d 3-10d per joist the lesser of the tabulated values for uplift loads able 12C or lateral and shear loads able 3.2B)• For other anchor Top&Bottom of Band Joist to Joist(End-nailed) 3.16d 4-16d per joist U = Connector uplift load. p ) {T Wood Structural Panel Shear Wall Band Joist to Sill or Top Mate(Toe-naffed) 2.16di 3-164 per foot L Connector lateral load(perpendicular to the wall), bolt limitations see Section 31.1.7 and 3.2.2.3. Requirements Panel Nailing a ROOF SHEATHING 5 - Connector shear load(parallel to the wall). 3 Tabulated anchor bolt spacings for shear loads assume wails are sheathed in accordance with section 3.4.4.2. For other Requirements Maximum Roof Span(ft):'a R - L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Walt Rows of Nail Wood al Board Panels 8d 10d (see Table 3.10j factor in Table 3.17D but in no case shall anchor boltspacings exceed 6 feet on center. Thickness Nailing Nails Spacing Diagonal Board Sheathing L is the building length. g in 1"x6"or 1"x8" 2-8d 2-10d per support 4 Lateral connections shall be designed to resist the toads in Table 3.5° * Anchorage required to resist lateral loads shall be determined in the foundation design per Section 11.4. 7 16 OSS or 8d Common 14 4 - 1"x10"or wider 3.8d 3•IOd per support " " See footnotes 1-4. Table 3.2C Sill or Bottom Plate to Foundation Connections on� 0 � ►tl► 15/32 plywood Nails�4 panel 3 36 36 36 36 36 28 20 12 - CEILING SHEATHING �:r Gypsum Wallboard 5d Hooters Sd coolers 7"edge/10"field {Anchor Bolts) Resisting Uplift Loads from Wind with species of edge spacing and 6 36 36 36 36 36 28 20 12 - - - plies having 12"Field edge 2 s 4 36 36 36 36 36 36 36 36 36 32 24 20 16 WALL SHEATHING Footnotes for Table 3.2 (Prescriptive Alternative to Table 3.2) G2p 49 acin 3 36 36 36 36 36 36 36 36 36 36 36 36 32 Wood Structural Panels 8d 10d (see Table 3.11) Wind Speed 3-second gust(mph) i/16"OSS or 8d Common 6 - - - - Structural Fiberboard Panels 1 90 95 100 1o5 110 125 120 130 140 150 160 170T180119S 1' 4 36 36 36 36 36 28 20 12 - 1/2" Tabulated uplift and lateral loads shall be permitted#o be multiplied by 0.75 and 0.92 respectively,for See Fi are 1.1 15/32 plywood Nails�6 panel 11 ga.gaty. roofing nail 3"edge/6"field 3 36 36 36 36 36 36 36 36 24 20 12 12 (0.120"xl-1/2"song x 7/16"head) framing not located within 8 feet of building corners. Sill or Bottom Plate to with species of edge spacing and : 2 Plate Foundation t.z plies having 12 field edge s 6 36 36 36 36 36 36 36 36 24 20 12 12 Tabulated connection requirements are based On total uplift minus the roof assembly dead load of 9 psf Foundation Anchor Bolt Maximum Anchor Bolt Spacing fin• 2S/32" 13 ga.gafv. roofing nail - 3"edge/6"field Size Supporting g } G20"49 spacing 2 4 36 36 36 36 36 3b 36 36 36 36 36 28 24 (0.120"x1-3/4"long x 3/8"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 plf). Connection Resisting 3 36 36 36 36 36 36 36 36 36 36 36 36 36 s Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section 8 En 10d Common 6 - - - - Gypsum Wallboard Sd Hooters 5d Hoofers 7'°edge/24"field "S/32"OSB or • - - - - . Hardboard fad 8d (see T.ible 3 11) 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 2x4 1-3 stories 72 72 72 72 72 72 71 57 43 3S 30 27 24 22 Nails @ 6"panel 1 4 36 36 36 36 36 36 28 16 12 - - Particleboard panels 8d ad (see manufacturer) by the appropriate sheathing type adjustment factor In Table 3.17D. Interi Zon . plywood with edge spacing and 3 36 36 36 36 36 36 36 36 32 24 20 16 12 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft to late to ridge height. 1-3 Stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 species of plies * 6 36 36 36 36 36 36 36 36 32 24 20 16 12 Diagonal Board Sheathing g p p 8 g Uplift loads 12 field edge s 1oard or 1ax8" 2 8d 2 10d per sxppart For other conditions,multiply value by the following adjustment. S'En one hoving G20.49 2 4 36 36 36 36 36 36 36 36 36 36 36 36 32 spacing 3 36 36 36 36 36 36 36 36 36 36 36 36 36 1"x10"or wider 3-8d 3-10d per support 2x6 S-3 stories 72 72 72 72 ?2 72 72 68 51 42 36 32 29 26 t Roof+1 Floor Roof+2 Floors Roof+3 Floors lnterl Zon , _ See AWCIANSI Special Design Provisions for Wind and Seismic(SDPW5j for proper c7=� d detailing of wood structural par FLOOR SHEATHING 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37� 34 31 used to resist combined shear and uplift from wind. Wood Structural Panels Wall Height Be to, 8' 10' 8' 10, ' Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be multiplied by but in no case shall they exceed a span of 36€t. I"or less Sd 10d 6"edge/12"field Top Plate to Ridge greater than 1" lOd 16d 6"e;±g '12"find Roof Pitch Height ft Adjustment Factor Diagonal Board Sheathing o'(flat) 0.58 0.72 0.66 0.81 0,70 0.86 ' Tabulated values for plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater.For plywood 1"x6"or 1"x8" 2-8d 2-10d per support <6:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 other species,multiply the tabulated maximum roof spans by 0.90. 1.40"or wider 3-8d 3.10d per support 10' 0:74 0.87 0.76 0,91 0.78 0.94 Footnotes to Table 3.3A ° Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%'and a single row of fast Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge,Alternative nailing schedules shall 5' 0.72 0.86 0.75 0190 0.77 0.93 r shall be placed'%."from the panel edge. Prescriptive limits are based an assumptions in Table 3.3. be used where wall sheathing nailing is reduced.For example,If wall sheathing Is nailed 3 inches on-center at the panel edge to 10' 0.87 1.00 0.85 1.00 0.84 1.00 7 Anchor bolts shall be uniformlydfstributed along the length of the silt plate.See Section 3.2.1.7 for anchor bolt limitations, 5 Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%",Rows of fasteners steal obtain higher shear capacities,nailing requirements for structural members shall be doubted,or alternate connectors shall be a6:12 , a Sill Cates are assumed to be treated Southern Pine : " 15 1.01 1.14 0.95 I°SO 0,91 I.07 p apart with a minimum edge distance off ,Each row shall have nails at the specified spacing, 3 used to maintain the.load path. 20' 1.15 1.29 1.04 1.19 0.99 1.14 ' where the lateral force resisting system is other than wood structural panel shear walls the number of anchor bolts requir#d shall be increased by p When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to multnptying by 3.25. 1-16d nail per foot" s The number of foundation silt plate anchor bolts can be determined for other toad cases by multiplying by the appropriate Adjustment factor given in the following table: Minimum Roof]Ceiling Assembly*I5 psf Roof/Celting Assembly aA 25 psf Table 3.3A3 1/"'2"Anchor Bolts"Foundation Sill Plate Connection � w foundation Building no "12 psf floor*20 psf ftoor.a2 psf fbor*20 Pcf floor■i t psf Flocu*Ill psf Fbw$12 psf fbor.20 psf ;,�� Table 3.3A4 S/8 Anchor Both-Foundation Sill Plate Connection w� Partitiai*$psf Partition*a psf Partlt#on*a pst PaAitton*a pxf Partithm*8 psf Partition*8 dst parttti+ns*8 Prfi Psrtkion,a psi Resisting Shear Loads from Seismic{prescriptive. �. , ► supporting Dimension THE NEW 2018 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAM ,,#� „„. ,pit j�rr Resisting Shear Loads from Seismic(prescriptive Wall-Igoe wsfi.tau n wan.Ito if win«110 wan.lap wan*iso tr wan*It0 ff watr.ita if alternative t0 Table 3.3) `t' "" i•! alternative to Table 3.3) � := 5/8rr (�') foundation sill plate connection shear lead adjustment f�aetdn CONSTRUCTION MANUAL(WFCM)FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COU (Deaf Load Assumptions:Roof/ceiling-15 psf,Floor-12 psf,Partition-8 psf,Wall-110 plf; (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; 12 1.33 1.41 1.00 i.ifl 1.51 1.60 1.1E 1.2a WOOD DESIGN STANDARDS COMMITTEE .THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THI; Ground Snow Load=30psf;Lateral force resisting system:Wood structural panel shear walls) Ground Snow Load=30 psf:Lateral force resisting system:Wood structural panel shear walls) 16 1.30 1.39 1,00 1,12 JA9 i,S9 1,20 1.3 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CON; 20 1,27 1,38 ` 1.00 1:13 " 'i.4T "'-""i,58 1.z1 t.33 IN HIGH WIND AREAS.USE OF THE HiGH WiND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THI Minimum � SDC A _ SIX B SDC C Minimum SDC A SDC B St1C C Rapt,Ceiling 24 1.24 1.3T 1.00 1.24 S.4S 1.57 1,21 1,35 Foundation Building vw Foundation Building L/W L/W L/W &1 Floor PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM,iRC,AND IBC.THESE GUIDES CONTAIN FIGUF Supporting Dimensfon,w 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 29 1.22, 1.36 1.00 , 1AS 1.44 1.57 .., . 1.22 1.37 �z�.�� Supporting Dimension,w 1 is 2 2.5 3 1 1,5 2 2.s 3 1 1.5 2 25 3 32 1.21 235 1.00 1.15 1.43 1.56 1.23 1.38 TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPE ft Number ofBohsa aired (ft) Number of Botts Re ulred''x''"°s•` 36 1,19 1.34 1.00 1,16 1,42 1.56 1.23 1.39 SPACING.SHEET 1.0 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FOR 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1.36 1A6 1.00 2.13 1.48 1.58 142 L25 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THI Y6 1 1 1 1 1 1 1 i 1 1 1 2 1 2 2 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w...�,-:M..:, ,,, n, 1.32 1AS 1.00 1,15 1.44 1.5T 1.13 1.28 Roof,felting,& 20 1 1 1 I 1 1 1 2 2 2 1 1 2 2 2 2q 1 i 1 1 1 1 1.. ., .1..,..,... 1 1 :. .......1 ... ...: 20 1,29 ' 1,43 1.00 ' 1.17 1.d2..... 1.5G 2.13 ,... 1`50,.< SHEET 1.0 24 . 1 1 1 1 1 1 1 2, 2 2 1 2 2 3' 3 Roof,Ceiling,& Roof,Ceiling 1Floor 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 24 1,27 1,42 1.00 1.18 L40 1,55 1.14 1,32 ADDITIONAL DESIGN CRITERIA: i Floor b 2 Floors 28 1.25 IAA 1°00 1.19 1,38 1,54 1,14 1.33 - „ 28 1 1 1 1 2 1 2 2 2 2 „ 2 2 3 3 4 28 1 1 , 1 1 1 1 1 2 2 2 1 2 2 2 3 32 1 1 2 2.7 - 1 2 2 3' - 2 3 3 4' 32 1 1 1 17 - 1 1 2 27 2 2 2 37 - 32 1.23 1.40 1,00 1.19 1.36 1.54 1,14 1.34 1, GRAVITY LOADING: 36 1 1 2 2' - 2 2 3 3' 2 3 4 4' 36 1 1 1 1' - 1 2 2 27 2 2 3 3' 36 1.21 1.39 1,00 1.20 115 1.S3 1AS 1 n A. FIRST FLOOR- COMBiNEO LiVE AND DEAD LOAD=50 PSF 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 " 1 1 2 1 2 2 2 3 2 2 3 3 d 20 1 1 20..o..,. 1..,...»..1. . .1 . ....1, l. .. ...:t.xi......n�. � . � 2..... 1. 2 2 . :..2.. � 26 1-3d r. 2.d7 2� . . 1.09 1.z6 C. ROOFN GROUND SNOW ILOADD TOTAL +DEAD LOAD 50PSDF 40 PSF �.© 114 146 25T 40 _ ..... . .... .. 1.16 142 1.56 Roof,Ceiling,& 24 1 1 1 2 2 2 Roof,Ceiling,& 20 1.30 M I,d6 1.tk1 1,18 1.d0 1.55 µ'm m1,10 1.2s �- 2 2 3 3. 2 3 3 4 S 24 I 1 1 1 2 1 2 2 2 2 2 2 3 3 3 Roof,Ceiling 2. WIND LOADING: ,�� �p+�O C(,Q1j, 2 Floors 2 Floors &3 Floors 24 1.28 1.45 1.00 1.20 1.37 1,S4 1.10 110 A 28 1 1 2 2 :„ 2 2 2, 3 4 4 3 3 4, . 5 6 28 1 1 1 2 2 _ 1 2 2 „ 3 3 2 3 3 4 4 2B 125 144 140 121 135 i 53 1 10 131 A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH WIND GUID .� �� ` 32 1 2 2 z' - 2 3 4 a' 3 4 s 6' 32 1 1 z 27 - 2 2 3 37 2 3 4 s7 UNLESS OTHERWISE NOTED. 32 I.24 i.d3 1.00 1.23 1.34 1.53 1.21 1.32 D 36 2 2 2 37 3 3 4 5T - 4 5 6 7' 36 1 2 2 27 - 2 3 3 37 3 4 4 5' „7, 36 1.22 1.4Z 1.00 1,22 1,32 L52 1.11 1.33 3. DESIGN PRESSURE: 12 1 1 i 1 2 1 1 2 2 2 1 z 2 2 3 iz 1 1 1 2 i 1 2 i 1 2 1 1 2 2 2 ® , A. AS PER 2018 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS ' 16 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 EffectiveE anchorage to includes 70 of ground snow toad where tf a ground snow load exceeds 34 .,.,°.,.� ....,..»,•_.. _,. „�..�.,,..,.,- _'. _..._, ... ,,_. . ...._,. ..__-,. „. 20 ' 1 I I i 2 1 . ....2 .2 2: 3 2... .. 2 . 3 3 .. ., ,C,D,,D determine Dria are fall tows:Sta<a"U.17 for SDC A;Sv.-O0 33 for 5DC 8;`xis*0.50 for SDC C;Sim-0.67 for SDC D� 5os*t3.83 for SDC Da,• 4. G iriSm�C weight 20 1 1 2 2 2 2 2 3 3 4 2 3 4 4 S psf, S�xs used for SDC A B LIGHT AND VENTILATION Roof.ceiling& Root,Ceiling& ffi t� # 0354 t -� 24-1, 2 2 2 3 2 3 3 4 5 3 4 5 6 7 3 Floors 24 1 1 2 z 2 2 2 3 3 3 2 3 4 4 5 s[g 1 17 for 5DC Dk. A. AS PER 2018 IRC SECTION R303 LIGHT,VENTILATION AND HEATING . 03 3 Floors 28 2 2 2 3 3 3 3 4 5 6 4 5 6 7 81 28 1 2 2 2 2 2 3 3 4 4 3 4, 4 S 6 r The number of foundation sill plate anchor bolts ix based on a building length.L,equal to 80 ft 5. ENERGY CODE CALCULATIONS: ;/ 1 � �0 F N 32 2 2 3 37 - 3 4 5 6' - 4 6 7 9' 32 1 2 2 37 - 2 3 4 47 3 4 5 67 A. REFER TO THE 2018 IECC 36 2 3 3 47 4 5 6 7' - 5 7 9 10' 36 2 2 3 7 3 4 4 57 4 5 6 77 Minimum SDC DQ SDC Dn SDC D,r Minimum SDC DQ SDC D' SDC Dz Foundation Building L/W L/W L/w Foundation Building L/W VW L/W Supporting Dimension,w 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 215 3 1 I.S 2 2.S 3 Table 3.36 Bottom Plate t0 Foundation Connections(Anchor Botts)fieSlsting Shear ft Number of Botts Re uired" "" lftl Number of Botts Re utred''''''°'s` 12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 from Selsmlc REV. DATE REVISIONS 3 3 4 16 1 1 1 2 2 1 1 2 2 2 1 2,.,,.2,.0 ._2 °.., 3 36 1 1 2 2 2 1 2 2 2 3 2 2 . ». _>. .. .. . . 2#.._°..., ,-� ..,..... 2 "2� 3 2 2 3 3 4 For Seismic De5i n Categories A,B,C,Do,Da,and D2 20 1 2 .... 2 3 3 2 2 3 3 4 2 3 3 4 5 Roof,Ceiling,& g 1 20 DEC 23 PERMIT DRAWINGS Roof,Ceiling,& 24 f 2 2 2 3 2 2 2 3 3 2 3 3 4 S s 2 ..•,___ 24 2 2 3 3 4 2 3 3 4 5 3 ,4 4 5 , 6 1 floor PERMIT DRAWINGS FOR MCMILLEN RESIDENCE ALL NEW WORK TO CONFORM WiTH THE 2020 INTERNATIONAL RESIDENTIAL CODE (IRC). 3600 LITTLE NECK RD CUTCHOGUE, NY 11935 IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE WHERE APPLICABLE. �„ �, CODE SHEET DRAWN BY: BAM,KLT SHEET NO.: . Xt CHECKED BY: JMM,ZTC r SCALE: AS NOTED r :Y� G-001 R. ... 12 fdA;`. Sr ISSUED DATE 12.20.2023 Table 3.6 Top and Bottom Hate to Stud Lateral Connection Exposure B Table 3s Ridge Connection Requirements for Wind Exposure 13 Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure B R301.2.1.2 Protection of openings Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf roads Exterior glazing in buildings located in v,.i:ldbvrne debris regions shall be protected from windborne debris.Glazed opening protection for windborne Wind Speed 1AtindSpeed3 secandgust(mphj g5 100 105 110 115 170 0 350 160 170 ISO 195 debris shall meet the requirements of the Large Missile Test of ASTM E1996 3-second gust(mph) 90 95 IQO 105 130 115 I20 130 240 150 160 170 180 19S {See Figure 1.1) Wind Speed {Set Figure i.i) 3-second gust Bolles Fastener spacing and ASTM El886 as mod;fied in Section 301.2.1.2.1.Garage door glazed 90 95 100 105 110 115 120 130 140 150 160 i70 180 195 Rao#span t,2.1,4 less opening protection for windborne debris shall meet the requirements of an {mph) Roof Pitch Required Capacity of Rid n(pifj 1 /T Panel Interm. {See Figure 1.1} (ft) Sheathing Location ,spacing Edges supports Uplift Load per Nail{tbs} approved impact-resisting standard or ANSIIDASMA 115, 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 (in.j (in.) (in.) 16 37 52 68 8S 103 121 Id1 182 226 274 325 379 d36 529 6 12 17 19 21 23 25 28 30 5 1 47 53 60 67 78 EXCe tiara: rrarcl strtrCt..i:a1. ,a*te' with a thickness of not Tess than 116 inch Wall Height(ft} Unit Framin 1 z =<, 7 20 '46- i55 85 106 128 252 176 227 282 3a2 .4©6 473 54S <b61 p i 3:12 24 56 78 102 128 154 182 211 272 339 410 487 568 654 793 12 6 6 9 7 ii 12 13 9 15 8 i 24 27 30 34 39 8 45 50 55 61 67 73 79 93 108 124 141 159 178 209 4 4 6 7 7 8 9 9 10 2 ib 18 20 23 26 (11 mm)and a span of not more than 8 feet(2438 mrn)shall be permitted 28 65 91 119 149 180 212 246 318 395 479 568 563 763 925 fora coin protection. Panels shall be re 10 53 59 66 72 79 87 94 111 129 148 169 190 212 249 3 3 5 5 6 6 7 7 8 12 14 i5 17 20 opening p precut and attached to the framing _ .._;- .. -.. 11 . . - m 32 74 105 137 170 206 243 281 363 452 547 649 75$ $73 1057 6 12 23 2S 28 31 34 37 40 7 62 70 79 89 104 surrounding the opening containing the product with the glazed opening. 12 61 z 6$ _ 76 83 91 100 109^ 128 248 170 193 218 245 28? 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190 6 6 12 13 Id 16 17 29 20 7 31 35 40 45 52 14 69 77 85 94 103 112 122 144 167 191 218 246 275 323 12 26 35 45 55 65 77 88 113 139 168 199 231 266 322 16 Panels shall be predrilled as required for the anchorage method and shall be i 4 4 8 9 10 10 11 12 14 6 21 24 27 30 35 16 35 47 60 73 87 102 118 150 186 224 265 308 354 428 secured with the attachment hardware provided.Attachments shall be 16 77 85 94 104 114 124„ 135 . 159 284 212 241 272 305 3S8 �,,�,..,,..., ,n..�. .,�,.. „r„.......... ...a., ., ,.. , n.,. .... .,... , ,..W... ....._. ..:. . .. Interior Zone 3 3 6 7 7 8 9 9 i0 2 16 13 20 23 26 18 86 93 103 113 124 i36 148 174 201 231 263 297 333 391 2a d3 58 75 92 109 12$ 147 I$$ 232 Zell 331 3g5 443 ' S3s" 6 12 27 io 33 37 40 44 as 6 74 84 95 I07 125 designed to resist the component and cla i f rig loads determined in 4:12 24 52 70 89 110 131 1S3 176 226 279 336 397 463 532 643 6 6 14 15 17 19 20 22 24 8 3 31 42 48 54 63 accordance with either 7 able RY A.2(2)or ASCE 7 with the permanent 20 96 100 111 123 135 147 160 218 250 285 321 360 423 19.2 28 . 61 82 104 128 153 179 206 263 325 392 464 S40 620 7504 4 9 10 11 12 14 is 16 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located within 8 feet of corners. 32 69 94 119 146 174 204 235 301 372 448 530 517 709 857 3 3 7 8 9 9 SO li 12 2 19 21 24 27 32 2S 28 32 36 42 corrosion-resistant attachment hardware provided and anchors 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements(lbs),multiply the tabulated unit lateral 36 78 105 134 164 196 230 264 338 418 504 596 594 797 964 6 12 34 37 41 46 50 55 59 1 93 IG5 219 133 156 permanently installed on the building.Attachment in accordance with Table 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 6 6 17 19 21 23 25 28 30 5 i 47 53 60 67 78 P,301.2.1.2 is permitted for buildings with a mo,)n roofhoigi7t of 45 feet(13 framing load by the multiplier from the t corresponding to the spacing of the connection: 16 26 36 46 57 68 80 92 118 146 176 208 242 279 337 24 4 4 12 13 14 16 17 19 20 31 35 40 45 52 728 mm)or less where the ultimate design wind speed, Vcrlt,is 180 mph(290 -20 33 M wA! µ •-Sg_• 71 85 10o s15» 147 182 220 260 303 348 d21 3 3 9 10 it 42 13 14 15 8 i 24 27 30 34 39 kph)or less. Connection Spacing(in. 12 16 19.2 24 48 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 6 12 32 35 39 43 47 51 56 6 87 99 112 125 147 p ) TABLE R301.2°1.2 Multiplier 1.00 1.60 2,00 4.00 28 46 63 81 99 119 139 161 206. 255 308 364 424 488 590 12 6 6 16 18 20 22 24 26 28 3 44 SO 56 63 74 32 53 72 92 114 136 159 194 236 292 352 416 485 557 674 4 4 ii 12 13 15 16 17 19 2 29 33 38 42 49 36 60 81 104 128 153 179 207 26S 328 396 468 545 627 758 3 3 8 9 10 it 12 13 14 7 22 25 28 32 37 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD �� 6 12 42 47 52 57 63 68 74 7 1 116 132 149 167 196 STRUCTURAL PAN ELSa b,t,d 12 20 26 33 d0 d8 55 b3 81 99 ii9 141 264 188 227 6 6 21 2d 26 29 32 34 37 i 58 6u 75 84 98 FLOOR �����'' 16 27 35 44 5a fi3 74 65 108 133 1S9 188 228 Z50 3O2 16 4 4 14 I6 i8 19 21 23 25 9 39 44 50 S6 66 e5)a,b 63.20 '33 4d - 55 67' 79 92 106 135 166 199 235 273 31.3 37$ FASTENER SPACING(inch 6:12 24 40 53 66 So 95 Ill 127 162 199 239 282 327 376 d53 Perimeter Edge Zone 3 3 11 12 13 15 16 17 19 2 29 33 38 42 49 28 47 61 77 94 1i1 129 148 188 232 279 329 382 438 529 6 12 5o 56 62 68 75 82 89 5 1 139 158 179 200 235 FASTENER TYPE Panel 4 feet< 6 feet< 6 6 25 28 31 34 38 41 45 3 1 70 79 90 100 118 32 53 70 88 107 127 248 169 215 265 319 376 436 501 605 19.2 span<_ panel span panel span 4 4 17 19 21 23 25 28 30 5 1 47 53 60 67 79 4 feet <6 feet <_8 feet 36 bd 79 99 121 143 166 190 242 298 358 423 491 564 680 $ 3 13 14 16 17 19 21 23 7 1 35 40 45 50 59 ,00 12 27 32 37 43 d9 55 62 76 94 212 132 153 17S 211 b 12 63 70 78 85 94 102 121 1 2 174 198 223 250 294 16 36 43 50 57 65 73 82 242 125 i49 276 20a 233 281 6 6 32 35 39 43 47 51 56 5 6 87 99 112 125 147 No.8 woad-screw-based 20 a5 53 62 72 81 92 lO3 127 156 187 220 254 291 351 24 4 4 21 24 26 29 32 34 37 4 1 58 65 75 84 98 anchor with 2-inch embedment 16 10 8 7:1Z-iZ:i2 24 54, 64 75 86 98 110 123 153 187 224 263 305 350 421 3 3 16 18 20 22 24 26 28 44 50 56 63 74 28 62 74 87 100 114 129 144 178 218 261 $07 356 408 491 length 32 71 8S 99 115 130 247 164 204 250 299 352 417 1.461 562 Fastener Spacing Uplift toad per NaiI(tbs} 36 8o 96 112 129 247 165 185 282 336 395 458 525 632 Gable Endwail Rake or {in.( No.10 woad-screw-based 1 Tabulated connection requirements shaii be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. Rake Truss with up to 9" 6 28 31 35 38 42 46 50 78 88 100 112 131 anchor with 2-inch embedment 16 12 9 LATERAL Rake Overhang 4 19 21 23 26 28 32 33 52 59 67 75 88 length 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf=6 psf). FRAMING v 3 14 16 18 19 21 23 25 39 44 50 56 66 (� �"" 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply the tabulated values by the appropriate 1/4-inch lag-screw-based multiplier below: fastener uplift Capacity 1.3(ibs) LOADS anchor with 2-inch embedment 16 16 16 Sheathing Thickness(in.) 3/8 7/16 15/32 19/32 23/32 length Ridge Connection Spacing{in.) 12 16 19.2 24 48 Framing Member G OAZ 0.49 0.42 0.49 0.42 OA9 0.42 0.49 0.4Z 0.49 Multiplier 1.oD 1.60 2.00 4,00 _F 4 For lack rafter uplift connections,use a roof span equal to twice the Jack rafter length.The jack rafter length includes the overhang length and the jack span, 8d common 70 91 6s 100 67 98 63 92 58 86 For Sl:1 inch-25.4 mm,1 foot=304.8 mm,1 pound=4,448 N, 1 mile per hour=0,447 10d boX 84 101 82 118 81 120 77 114 73 108 MIS. RSRS-03s 91 91 99 346 99 114 99 13S 99 135 a.This table is based on 180 mph ultimate design,wind speeds, Vint,and a 45- foot rr+spa:�rrr;.af}'`=`l 1:3., I For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b.Fasteners shall be installed at opposing ends of the wood strUCtUr li p.m d, 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less than 1 inch from the edge of the panel. 3 Tabulated values include a load duration factor adjustment,Cn-1.6. 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). c.Anchors shall penetrate through the e.�°e.,a;or vm11 cove;i--with an 5 Tabulated values for RSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. emnecirnent length of not less than 2 inches into the building frame, i O Fasteners shall be located not less than 21/2 inches from the edge of FL(} �. �AJ�.7� - , Table 3.11 Wall Sheathing and Cladding Attachment >wicrc.te buck or concro,,e. Requirements for Wind Loads d.panels attached to masonry or masonry/stucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not -_..- wind Speed less than 1,500 pounds. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 3-second gust :913B 100 105 110 115 120 0 0 150 160 170 180 195 (Prescriptive Alternative to Table 3.9) (Mph) Fi ur 1A Table 3.5A Top and Bottom Plate to Stud Lateral Connections �+ re B Roof Live Load Ground Snow Load STRUCTURAL SHEATHING R301.2.1.2.1 Application of ASTM E1996 i +I�� 20 psf SQ psf 70 psf E F E F E F E F f F E F E F E F E F E F £ F E F E F E F for Wind Loads n(ft) t Stud Spacing The text of Section 2.2 of ASTM E1996 shall be substituted as follows: Sheathing Location finches,o.c.) Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,a.c.)1'3 (Prescriptive Alternative to Table 3.5) 12 24 36 22 24 36 12 24 36 _ _.._ Rafter -� 12 611216 12 6 12 6 12 6 12 6 12 6 12 6 12 12 b 12 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Winds Speed lzaas P Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12I 11 6 12 6 12 6 12 6 12 6 12 22 b 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12 6 12 6 12 6 6 6 6 6 6 ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 ISO 195 Sparing in.) (see Figure 1.1} 12 3 5 8 3 6 9 5 9 13 6 12 .- I7 12 6 12 6 12 6 12 6 12 6 12 6112 6 12 6 12 12 6 12 6 12 6 22 6 22 6 12 16 4 7 10 4 8 12 6 12 17 8 1s 23 Buildings and Other Structures Stud 3:12 Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 112 6 12 12 6 12 6 12 6 12 6 12 6 6 Spacing Wall Height(ft) Required Number of 16d Common Nails or40d Box Nails per Stud to Plate Connection(p1o1 24 4 8 12 5 10 14 7 14 21 9 18 27 24 6 12 6 12 6 12 9 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 (in.} 24 5 10 15 6 22 28 9 17 26 12 23 34 The text of Section 6.2?of ASTM E1996 shall be substituted as follows: 12 3 4 6 3 5 7 4 7 10 5 9 13 BOARD SHEATHING or LAP SIDING S 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/TrussSpacing 6.2.2 Unless otherwise specified,select the wind zone based on the :l0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4:12 Minimum Number o 8d Common Nails or 10d Box Nails (inches,o.c.) ultimate deg wind speed, , as follows: . .• :l2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 19.2 3 6 9 4 7 11 6 11 16 7 14 21 Per Support 24 4 8 I1 5 9 13 7 13 19 9 17 26 sin s e d, Vui,, 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 12 3 3 5 3 4 6 3 6 8 4 7 11 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 6.2.2.1 Wind Zone 1-130 m h{ultimate design winds speed, V <140 :16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1x10 or Larger p g p uh 16 3 4 6 3 5 7 4 7 11 5 9 14 gel Sheathing i2-24 3 3 3 3 3 3 3 3 3 3 3 3 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 S'12 i9.2 3 5 7 3 6 9 5 9 13 6 11 17 mph. 20 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 i 1 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at intermediate supports in the panel field(in.) 6.2.2.2 Wind Zone 2-140 mph<_ultimate design wind speed, Vuir< 150 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16 3 3 5 3 4 5 3 5 8 4 7 10 ph at greater than 1 mile(1.6 km)from the coastline.The coastline 1—-"._. '. , "-, -"-"�>=x-— -1•111.""_. .`•-'.,....• 7:12 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. hall be measured from the mean high-water mark. 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 19.2 3 4 5 3 4 6 3 6 9 4 8 12 b 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 5 7 3 5 8 4 8 11 5 10 SS 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 5 3 4 6 3 For exterior panel siding,galvanized box nails shaii be permitted to besubstituted forcommon nails. 6.2.2.3 Wind Lone 3-150 mph(58 rn/s)<_ultimate design wind speed, IS 2 2 2 2 2 2 2 2 2 3 3 3 4 4 9:12 16 3 3 4 3 3 4 3 4 6 3 5 8 V„its= 170 mph(76 m/s),or 140 mph(54 m/s)s ultimate design wind ;i!0 2 2 2 2 2 2 2 2 3 3 3 4 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9 speed, Vui1<_ 170 mph(76 m/s)and waithin 1 mile(1.6 km)of the coastline. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 � B '�e The coastline s ;l0 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 4 3 3 5 hall be measured from the mean high-water mark. hi h 16 3 3 3 3 3 3 3 3 5 3 4 6 % 0 6.2.2.4 Wind Zone 4-ultimate design wind speed, Vu,,t> 170 mph(76 „:t2 2 2..r 2 2 2 2 2 2.•_. 2 3 3 4 4 5 12:12 �•,� �`o , 19.2 3 3 3 3 3 4 3 4 6 3 7 �° 24 :[4 2 2 2 2 2 2 2 2 3 3 4 4 4 5 mis). :16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 24 3 3 4 3 5 7 3 6.1-9- :18 � �� .� f° F 2 2 2 2 2 2 2 3 3 4 4 5 5 6 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam desif ned to c` 20 2 2 2 Z 2 2 3 3 4 45 5 6 7 resist the applied loads. 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated hWtel joint 1 Prescriptive limits are based on assumptions in Table 3.5. connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4"o.c.Nail Spacing Panel Nailing , 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. perTable 2 6' c.c.Nail Spacing Panel Nailing perTabie 2 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. trr L 5 'tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the atilt space. - _ �t-Plat«ta-Stud When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heei joint - i Connoction (Table 8) connection requirements shall be increased the followin factors: s r ? Lesser Z f Requires ( © AB01ryf� REV. DATE REVISIONS Ceiling Height/Top + I i uplft Blocking � ZZZO CL,g4, Heel Joint Connection Lookout Block / -ty Plate-to-Roof Ride Connection `a ,8 1 20 DEC 23 PERMIT DRAWINGS g (aptlanaq Minimum 2x4 er A Adjustment tractors per Table 9 outlooker csr it NOTE: " Height{Hc/HR) i 1.t Hit i/2 2.00 ' Section A-A Gable Endwali THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2018 INTERNATIONAL_ T T SectionB-B cc 1/3 1.50 ,3r RESIDENTIAL CODE. REFER WHERE APPLICABLE TO THE 2018 SUPPLEMENT TO THE "` Figuref5. Rake Overhang Framed Without Structural Figure 17. RakeDverhangFramedWithStruatarai � p NYS ENERGY CONSERVATION CONSTRUCTION CODE TO THE 2018 IECC. 1/4 1.33 Outiookers Outlookers } 035A�� 1/5 1.25 Panel Nailing of per Table 2(page 7) / GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED 0 111 4°�Nail Spacing d r iN R 301.2.1.2 OF THE 2018 IBC RESIDENTIAL CODE. PANELS TO BE Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO `v `Laaka„t �yr the top plate-to-roof ridge height,H.,or when He is greater than 2 feet and may require additional consideration, i j -' Block I Table 9. Uplift Forces for Two Foot Rake i PROJECT DRAWINGS FOR OPENING SIZES. Copyright 0 American'1 oodCouncil.Downtoadedlprinted pursuant to License Agreement.No reproduction or transfer authorized. (optional) j Overhang Framed With StructuralOutiookers AMMICAN WOOD COUNCIL Truss-to-Stud r - I PERMIT DRAWINGS FOR Connections Rake 41 Outlooker Spacing Outlooker `~- Tnuss Uplift('_ .,. MCMILLEN RESIDENCE l 12°O.C. _.. ... 262.. ....-___ 3600 LITTLE NECK RD CUTCHOGUE, NY 11935 'Y Section A-p 16 o c. ; 349 3 Figure 16. Rake Overhang Framed With Rake Truss j 24"o.c, i 524 a _._..._.. ......... ......__. ......_.... .. . ._ CODE SHEET i DRAWN BY: BAM,KLT SHEET NO.: �y CHECKED BY: JMM,ZTC }� r •^ tl SCALE: AS NOTED :. (3-002 ISSUED DATE: 12.20.2023 ffiM CONNECTION TYPICAL VENTING RIDGE DETAIL -SE NAILS 04"0.c. SEE 307.4 » PITCH AND STEEPER RAFTER SPAN UP TO 36' USE LSTA9 .0 SCALE: 3" = 1'-0" CUT THROUGH-- CONNECTION W/ A TOTAL OF 8/10D NAILS ***FOR ROOF PITCH LESS THAN 712 CONSULT ARCHITECT WRAP INSECT SCREEN »' NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER Ys OF THE STUD BEAM (CONTINUOUS -NAILS BASED ON ,�'/ Ea BEVELED CEDAR FOR VENTING /- BEVELED CEDAR FOR VENTING STUDS) SHEAR WALL ROOF SYSTEM W/ A MIN. OF 5 10/0 NAILS PER CONNECTION THE FINISHED WOOD CAP Miy (45 DEG. ANGLE CUT EVERY 12" O.C. / REQUIREMENTS RIDGE STRAP DOES NOT HAVE TO BE USED s. WIDTH OF VENT IS 4" WIDE) 5" L.C.C. FLASHING W/ 3/4" BENT EDGE \� A/R / RAFTER TO PLATE TO STUD 1 1 x 3 SPRUCE LATH qOW W/ A L30 W/ A MIN OF 4-10D NAILS 16" O.C. (VERTICAL AND HORIZONTAL) ` 1X3 SPRUCE VERTICAL LATH RAFTERS WITH A SPAN UP TO 36' USE H7 RAFT-R-MATE-ATTIC RAFTER VENTS BY ' 0 RAFTER SPACING 4" 8" 4" I NO CEILING CONNECTOR W/ 4-$D'S IN RAFTER, 2-SD'S IN OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE y �' '- - ------------ -------�'---------r'' DIAPHRAGM '*-CENTER 2x BLOCKING PLATE, 8-8D'S IN STUD INSTALLED BEFORE SPAY-FOAM.- i \ REQUIRED- ON SHEATHING JOINT� ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM �.-- ADEQUATE CONNECTORS & � CURING. STRAPPING TO CODE 9� PLAN VIEW 9 WOOD STRUCTURAL PANELS 1/2" PLYWD. ON GABLE FACE AND ON WALL BELOW TAPERSAVIN ROOF SHAKE AS <� BASED ON SHEA WALL REQUIREMENTS W/ 30# FELT AS PER SPEC.~ ~,' PER SPEC. AT 5 1/2" EXP. GABLE ENDWALL }` �� ALL ,/ / �, k -- 1X3 SPRUCE HORIZONTAL LATH ® 5 6 BALLOON FRAMING DETAIL ' �' > `�O a 1/2" O.C. SPACING T ,�'' # \Gfi �. ,:',A 8+'%,�• k 5. 1.0 SCALE: 3/4"�- 1'-0" 1/2" PLYWD. SNW/ 30# FELT AS PER SPEC. The new Residential Code of New York State refers to the American Forest x k Paper Association publication "Wood Frame Construction Manual (WFCM\j` x ' \ High Wind Edition. The contractor and framino, foreman should be familiar RIDGE DETAILr g r k REFER TO ROOF FRAMING / `` with this manual and be responsible for building in conformance with it. y SHEET FOR RIDGE BEAM SPEC. The WFCM has a chart which describes the required nailing or stapling EADER TO MP PLATE TO RAFTER CONNE= > ?> ';f` ,.; connections between all structural members. This page is a diagram of vyk� �,Y ��.' �> P g g ` ER TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 ' typical strapping applications for high wind uplift and lateral forces. Please � r;-�,. � �; ' ORS W/ MIN OF 8-8D NAILS W/ A L30 W/ MIN. OF \, . 10D LS BETWEEN RAFTER TO PLATE CONNECTION x . consult the architect if there are specific conditions which are not covered in \; *,f the manual or on this diagram page. \%Y` x` RAFT—R—MATE—ATTIC RAFTER VENTS BY ' r 1 'x•, OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN INSTALLED BEFORE H SPAY—FOAM.EADERS UP TO 4' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED x�k r CONTACT W/ ACQ. SHALL BE ZMAX RATED. ADEQUATELY FASTEN TO SUPPORT SPRAY—FOAM CURING. TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS ,�•fy KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS k x *L' TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP. ~ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS �• „ �c • V�-`�, - 1X3 SPRUCE VERTICAL LATH ® RAFTER SPACING KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED k 1 TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS ': " . 1/2" P.T. PLYWC, W/ 30# FELT & 'CEDAR BREATHER ' \ THIS CONDITION ENDS MIN. 24" PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x ', , OF EXTERIOR WALL CK AFTER BA 3" SCREWS W/2 x MATERIAL OFORRAIR SEALING HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36 TO BE FASTENED 2 6 _v TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS NOTE: NO GYPSUM BOARD REQUIRED IN PRIMED & PAINTED 5/4 TRIM BO. ON \\ UNFINISHED ATTIC SPACES. ALL SIDES (CONSIDER AZEK) W/ \ \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x ? f 3/8" AZEK SPACERS FASTENED WITH N 3" SCREWS FINISH NAILS OR TO BE SCREWED TO 170 / 1/2" PLYWD. \ DRYWALL AS PER SPEC. SCREENED VENT INSULATION AS PER SPEC.-- j / NOTE: REFER TO GUTTER \ 16" O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/ — _ — _ — — — _ _ & HANGAR SPEC. LSTA24 STRAPS MIN 10-8D NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE 2 / �! (EACH STUD TO RECEIVE 5 NAILS) THE 2018 INTERNATIONAL RESIDENTIAL CODE 4 _ NOTE: ` L.C.C. METAL DRIP EDGE WINDOW SILL PLATE CONNECTION_ ALL STRAPS Ar1ft) CONNECTIONS TITLED ARE RUN PLYWD. LONG & CUT TO FIT AS SOFFIT IS FABRICATED TO BE SIMPSON CONNECTORS AND CAN BE FOR WINDOWSILL SPANS UP TO 8' THE SILL TO STUD CONNECTION FOUND IN THE SIMPSON CATALOGUE. THIS \ �� \ SHALL BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS DIAGRAM APPLIES TO A HOUSE CONTAINING ,�� \ WOOD BLOCKING AS REQUIRED I ' " ` - SCREENED VENT WIN DOWSILL NDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION A 7/2 PITCH-131/2 PITCH. IF PITCH IS I \ �\ SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSy4 x3" SCREWS SHALLOWER OR STEEPER REFER TO _ TYPICAL 1X SOFFIT, REFER \ ARCHITECTS CU3TOM SPECIFICATIONS. \ REFER TO DETAIL SHEETS TO SPEC. \ Z FOR MOULDING & TRIM SPEC. �\ JACK/KING STUD TO PLATE 0 -� REFER TO FRAMING SHEETS REFER TO SHEET 8.b & S.c FOR SOFFIT a- DETAILING AND MOULDING INFO HEADER OR BOX CONNECT. FOR HEADER SPEC. THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 W/ A l \ c MIN. 8-SDS-y4x3" SCREWS. MATCH STRAP CONNECTION AND MIN NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION (i, 4 TYPICAL 'HOT ROOF' DETAIL ARC' SCALE: 3" - V-0' N TO BID FOR HOT ROOF HEADER TO SUPPORT __ 16" O.C. STUD TO STUD CONNECTIONS SHALL BRIDGING. Rafters and ceiling joists shall be supported --- \ �\ STUD CONNECTION 7.__I' laterally by solid blocking, diagonal bridging (wood or metal) BE MADE W/ SPH6 STRAPS or a continuous 1-insh by 3-inch wood strip nailed across MIN 10-8D NAILS PER STRAP (EACH STUD TO \ MATCH "HEADER TO JACK/KING STUD" CONECTIONS the rafters or ceiling joists at intervals not exceeding 8 feet. RECIEVE 5 NAILS) ZMAX RATING WHEN IN ' S ry \ \ o CONTACT W/ ACQ. WINDOW SILL PLATE TO _ r. �OF \ SUPPORT STUD CONNECTION CEILING JOIST �\ GABLE END R FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION ALL PLATE SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDS)/4 x3" SCREWS FOR 2-10d NAILS .�("� WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL EACH TRUSS ` NAILS REV. DATE REVISIONS \ BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS h. 1 20 DEC 23 PERMIT DRAWINGS ' I AIL �\ GYPSUM BOARD- ' DOUBLE SILL PLATE NO FURRING J ,r MASONRY CONNECTION 5d COOLER----' NAILS 07"o.c. / ` FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/ " 2x4 BLOCK NAILED J/ ANCHOR BOLT W/ SP SIMPSON BOLT WASHER PLACED EVERY 72" ON BOX TO SILL PLATE TO BE CONNECTED CENTER TO EACH BRACE 2-10d NAILS IOX CONNECTION I WITH 4-10d NAILS ALIGNED W/ EACH STUD STRAP (16" O.C.) FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ ANCHOR 16" O.C. STUD TO STUD CONNECTIONS BOLT W/ BP 10d NAILS—�' /� ENDWALL STUDS W/ AN LTP4 MIN. 10-8D NAILS SHALL BE MADE W/ LSSTR STRAPS SIMPSON BOLT WASHER PLACED EVERY 36" ON CENTER © 6"O.C. f / L-NAILS MATCH SPACING OF WIND -� PERMIT DRAWINGS FOR MIN 10-8D NAILS PER STRAP J /// (EACH STUD TO RECIEVE 5 NAILS) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION 5d NAILS — LSTA21 20 GA. STRAP BY SIMPSON LOAD STRAPPING DIAGRAM MCMILLEN RESIDENCE REQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS. ALSO, THE @ 7"O.c. WITH 16-10d NAILS PER TABLE 306G ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE 3600 LITTLE NECK RD CUTCHOGUE, NY 11935 QQX FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS w REQUIRED FOR LOAD GIVEN IN TABLE 306G BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10-8D NAILS o WIND STRAPPING CEILING CONNECTION TO TYP. WIND LOADING STRAPPING . 1 TYP.WIND LOADING STRAPPING DIAGRAM . ; �,. � - � •; �� DRAWN BY: BAM,KLT SHEET NO.: GABLE ENDWALL DETAIL s DIAGRAM FOR SPLIT SILLS CHECKED BY, JMM,ZTC I.0 SCALE 3/4" - 1'-0" ISOMETRIC VIEW - BALLOON FRAMED GABLE ENDWALL �,C ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN I.0 ISOMETRIC VIEW �' SCALE: 3 4" - V-0" Y SCALE' AS NOTED t: G � !, „� X.,'..,•'- ISSUED DATE: 12.20.2023 003 7,_2„ PLAN LEGEND — EXISTING EXTERIOR EXISITING ROOF TO REMAIN WALL AND ENTRY PROVIDE TEMPORARY SUPPORT EXISTING WALLS TO TO REMAIN r REMOVE DOOR TO ROOF DURING DEMOLITION —� REMAIN REMOVE WALLS I I I _ _ _ _ _ I REMOVALON / AND FRAMING _ 1 �� 71 1 11 I11 I 1II1 IIII �iIt =•fIfiI IIII== _II II IIII III II II! I1 1 1 II II 1 1 II II 1 I IIII IIII Ii�IiII�ItIt II Op NEW FRA MED WA LLS REMOVE EXISTING I L =1L REMOVE EXISTING I� N WINDOWS II/ 1 1 II 1 WINDOWS (TYP) I EXISTING SHINGLES, I WALL TYPEEXISTING FLOOR TO I I I � L 11 � I FRAMING TO BEREMAIN 1 K WALL, AND CEILING MOUNTED LIGHTREMOVED r FIXTURE I \ II II IIr I � 11 1 111 NEW OR RELOCATED I� �EXISTING 71 1 II DUPLEX OUTLET\ I I i L JBLUESTONE STOOP I 1 II TO REMAIN ( ! — H, REMOVE DOOR - - - - - - I EXISTING BLUESTONE STOOP NOTES TO REMAIN 1. PROVIDE STRAPPING FOR ALL NEW FRAMING MEMBERS INCLUDING: WALL STUDS TO FOUNDATION PLATE WALL STUDS TO EXISTING GABLE RAFTERS WALL FRAMING TO FLOOR FRAMING 1 DEMOLITION ENTRY PLAN 2 DEMOLITION FRONT ELEVATION � DEMOLITION LEFT SIDE ELEVATION 4 DEMOLITION RIGHT SIDE ELEVATION WINDOW HEADERS TO JACK STUDS, ETC 1/2"=1'-O" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 2. IN CORNERS OF NEW WALLS STRAP 0" 4'-0" 8'-0" 16-0 0 4'-0' 8-0 16'-0" o" 4'-0' 8'-0" 16'-0" 0" 4'-0" 8'-0" 16'-0" POSTS TO RIM JOIST WITH SIMPSON STRONG TIE MSTD. 3. CONNECT NEW HEADER TO CORNER POSTS WITH SIMPSON STRONG TIE ECCU. 7,-2„ NEW WALLS AND FRAMING \' EXTERIOR SEE WALL DETAIL 1 AND TTYWK SHEATHING NEW OUTLET 2x4 WOOD STUDS NEW NEW CEDAR CEDAR NEW CEDAR NEW CEILING MOUNT SHINGLES, SHINGLES, i MATCH LIGHT FIXTURE WALL, AND WALL, AND EXISTING � NEW FRAMING FRAMING = ( VERTICAL N (3) NEW AhDERSEN - - I' EX STIINGAR CASEMENT WINDOWS - �i Ln �i FWOOD LOOR EXISTING ACW2854 2x8 FLOOR 1QQ 1 !_ i ASSEMBLY I I ALL TYPE 1 - EXTERIOR WALL EXISTING FLOOR TO g" 8" REMAIN EXISTING - il— BLUESTONE STOOP NEW ANDERSEN OUTSWING PATIO ° ° STORM DOOR 36"X 80" 4 PROPOSED ENTRY PLAN T PROPOSED FRONT ELEVATION PROPOSED LEFT SIDE ELEVATION 8 PROPOSED R GHT S DE ELEVATION 1/2"=1'-O" 1/2"=1'-O" 1/2"=1'-0" �� 0" 4'-0" 8'-0" 16'-0" 0" 4'-0" 8'-0" 16'-0" 0" 4'-0" 8'-0" 16'-0" EXISTING TRUE 2x4 ROOF ASSEMBLY EXISTING 2x6 ROOF ASSEMBLY + -4" SIMPSON STRONG TIE H3 HURRICANE CLIP ON EACH SIMPSON STRONG TIE RAFTER—TYPICAL MSTD MARRIAGE STRAP --_ NEW 2x8 HEADER @ DOOR/WINDOW OPENINGS—TYPICAL A R sT��,P IF TOP PLATE ��Zo�AOLA�, CONNECT HEADER TO JACK STUDS WITH SIMPSON IS "SOT CONTINUOUS STRONG—TIE ECCU CC44 Ct�.'C,'.EADERuj far NEW 2x4 WALL ASSEMBLY 16 O.C. SPACING —TYPICAL °0 ' EXISTING 2x4 WALL ASSEMBLY F ,. cif � 0s5A� ,Y� yf" NOTE: VERIFY r of N� ALL DIMENSIONS (2) SIMPSON STRONG TIE H8 WITH EXISTING CONDITIONS SIMPSON STRONG TIE HDU2 EXISTING 2x8 FLOOR ASSEMBLY—TYPICAL —SIMPSON STRONG TIE H3 REV. DATE REVISIONS DETAIL — HEADER CONNECTION 1 20 DEC 23 PERMIT DRAWINGS NOT TO SCALE +0-0" d Ell EXISTING GRADE 00 0 DOOR EXISTING CONCRETE FOUNDATION WALL -z-2 EXISTING CONTINUOUS INSULATION BOARD SLOPED SILL AN , DOOR SILL P PERMIT DRAWINGS FOR MCMILLEN RESIDENCE EXISTING COMPACTED FILL i EXISTING BLUESTONE 3600 LITTLE NECK RD CUTCHOGUE, NY 11935 ..e n.... EXISTING FLOOR EXISTING EXISTING CONCRETE FOOTING - FIRST FLOOR PLAN USE (10) 1ODxlX" NAILS UNDISTURBED SOIL DRAM BY: BAM,KLT SHEET NO.: SECT ON DETAIL — RAFTER TO TOP PLATE 9 &DFL- TAIL — TRANS Ti0N 12 °"ECKE°BY �MM,nC 1/2"-_1'-0" NOT TO SCALE � ` � � e . SCALE: AS NOTED NOT TO SCALE `� =r` r s; c ���; m,�� :•.. ; [ ISSUED DATE' 12.20.2023