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HomeMy WebLinkAbout50429-Z �o��,oF s°&Tyo`o Town of Southold * * P.O. Box 1179 o 53095 Main Rd C0°Nn Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46180 Date: 05/20/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 355 Old Shipyard Ln Southold,NY 11971 Sec/Block/Lot: 64.-5-14 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/26/2022 Pursuant to which Building Permit No. 50429 and dated:. 03/13/2024 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: Unconditioned non-habitable accessory garage with storage loft and roofed over patio as applied for. The certificate is issued to: Philip Munisteri,Kathleen Munisteri Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50429 5/5/2025 j i PLUMBERS CERTIFICATION: j Auth ized Signature l TOWN OF SOUTHOLD �S1lfFDLK�oo BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • 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#: 50429 Date: 3/13/2024 Permission is hereby granted to: Munisteri, Philip 15 Gaul Rd Setauket, NY 11733 To: demolish an existing accessory garage and construct a new accessory garage with a roofed over patio as applied for. Replaces BP#47469 At premises located at: 355 Old Shipyard Ln, Southold SCTM # 473889 Sec/Block/Lot# 64.-5-14 Pursuant to application dated 1/26/2022 and approved by the Building Inspector. To expire on 9/12/2025. Fees: PERMIT RENEWAL $216.60 r Total: $216.60 Building spector TOWN OF SOUTHOLD svFFot,r�` BUILDING DEPARTMENT y 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#: 47469 Date: 2/18/2022 Permission is hereby granted to: Munisteri, Philip 15 Gaul Rd Setauket, NY 11733 To: demolish an existing accessory garage and construct a new accessory garage with a roofed over patio as applied for. At premises located at: 355 Old Shipyard Ln., Southold SCTM #473889 Sec/Block/Lot# 64.-5-14 Pursuant to application dated 1/26/2022 and approved by the Building Inspector. To expire on 8/20/2023. Fees: ACCESSORY $383.20 CO-ACCESSORY BUILDING $50.00 Total: $433.20 B 'ding Inspector o�*of so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh _southoldtownny.gov Southold,NY ]1971-0959 olyCoiJNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Phillip Munisteri Address: 355 Old shipyard Lane city,Southold st: New York zip: 11971 Building Permit#: 50429 Section: 64 Block: 5 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: South Manor Electric Electrician: Vito Gazzola License No: ME-4345 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat tanklec Duplec Recpt 11 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 24 CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: DETACHED GARAGE Inspector Signature: AAA 11 A Date: May 5, 2025 355 old shipyard In garage OF SOUTyOlo TOWN OF SOUTHOLD BUILDING DEPT. Courm1 631-765-1802 INSPECTION [VfeeFOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: ~� r DATE D/ �s Z�` INSPECTOR � OF SO//T�o� q)YA * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r[ ] PRE C/O [ ] RENTAL REMARKS: DATE 3- 02 INSPECTOR p y to pv SOblyo� q ' r # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: DATE INSPECTOR 5f^ OF SO(/Th°lo * TOWN-OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [0--fiNAL [ .] .FIREPLACE & CHIMNEY. [ ] FIRE SAFETY ihSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE.VIOLATION_ [ ] PRE C/O ( ], RENTAL REMARKS: C-""4cC DATE 0- 3 - = -INSPECTOR hO��OF SOUlyo6 50 y �( �S� M drTOWN-OF SO-U LD ILT EPT.. 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/0- [ ] .RENTAL REMARKS: a5 good - need /1'0' 41� oueT �r . 2 ►�i V m�k+6 f, � DATE 0 INSPECTOR La:�V- A cc� M AY - 1 2025 �1 ti I Amr. 1 NVA d r \ rt i .,latf�hJ :.. ,\ y FIELD:W PKTIUN REP ItT SATE b vn ivxS' . ' C3 i. o V t t FOUNDATION(iST);. ,9 -;�H,I FoiTivDAT o. (;ND):,� .. I . % I . .. � .�-- -�f":I'-" f t, % M•.Q { nY �; .tr \. l * J ,S . .. -S.. 1 1 �4. 0 3 ate ' Dk-� lah .. t 'e o y Fes, C,on- i/?✓ �, r a ,� t . ' ..';. 1 14tt'�1 t e �. + i're,,,'ts' d x r .. � z[H��z PLiTiVIBIN.G:.' .. t, s " 't$3fY{ h t ¢H ..i ..,.: ?fit b ; r. FvY r Y i . N V . 1 r + d k - r�i P ,s �[+ t t k ,. YfttiiJ ff , — ..I..d.I—..d...,.....:..—�......�.I................-.......-..�..�..3...LI.R.I-'..�..AI...,.,....(....�.......,.t.l...l..;...—.�.,k�....w I;..1..; Y t 3 7J t .i—.�6 I#— ;....:t.. . •.... I. 9.I1 Y 1 f )�•`Y . . . . INSULATION PI;I2N.•...�. . - H. STATE it ikwGY COIF . r ', 1 r v . :' '•.• ° '... .. . .. S ,,. .,,.,.. ,.., .ivi;,, . : := s : . �.,, . ,! + •Ur r i. 7 $ 'x l }f a . .z.. f l ° illy) a C f 4.)"..^ t is - .. ` \ rClf . ,, <, O _ate, d& a 5- •a5 . „'a .. . , ar., ,. .., .... .. r ,t - . , 1 , ti r . : . . /L/yy�yJ . \ !1� Y d, . r l Z . , y a1 ,� t . f ry X 1 �I Y f Y t &* f e C, Ct J . a.R1 ffy�,. XJ 4. ,, .. Y M? �5 Y of t Y . .. .. .. t �._ r. .....v, .. C . ��o�oSUFrutk�,o ' M TOWN OF SOUTHOLD-BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone (631) 765-1802 Fax (631) 765-9502https://www.southoldtowQy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only (�`� PERMIT NO. Building Inspector: ® v �" E W - JAN 2 6�7011 Applcations,andfnrms must b"e filled out in their.. enfirety'. Inco'rn'plete `� F app'Iicatlon's-'wlll not be accepted "Where_the Apphcant'is notttie owner,an BUILDING DEPT. Owner's Authorizatron form(Page 2)shaill be completed. TOWS;OF SOUTHOLD Date: OWNER(S),OF PROPERTY Na SCTM #1000- e — o Project Address 3$5 dL7J._- //n'Ji4 _ Phone#: Email W� Mailing Address: .__._....__........ CO`NTACTI PERSON .. •o '' Name: ....T�7......,_,G\CvN1.. _._.._..._._._.,..,. Mailing Address: 1ujv Phone#: Email: �� °c J° TYLlI"CCCSGot� °DESIGN PROFESSIONAL INFORMATION Name: -'r3aT] (S�Clj l�J' Gam- Z6,q 74- 5 .� Mailing Address: Phone#: 3� (�Sp _..�o.(� _ ... __, _Email.)- v` 7 �,_ToC. 41'TfL'CS CONTRACTOR I N FORMATION' Name: Mailing Address: Phone#: Email: DESCRIPTION 0 0,'OPOSED CONSTRUCTION DRNew Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ /Sa Joao Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes arNo 'Re 1 ' ?o +. -- c6v)k &rmei y 1 ."PROP,ERTY�INFORMATION.�: Existing use of property: 5ih ` Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to . �SZ ; this property? ❑Yes 1!gNo IF YES, PROVIDE A COPY ChecknBox After.Reading The owner%contractor/tlesign professional 1i Iresponsible for all d'ramageand storm water issues as provided by Chapter 236 df the Towrc Code. APPLICATION IS.HEREBY.MADE to,the:Build ing Department for the issuance of:a,Building Permit pursuant to the Building Zone' Ordinance,of the Town'of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;for the:construction,of buildings; additions alteration's or•for-removal ordemolttwn'as herein,desciibetl The applicant agrees to comply with all applicable laws,ordmattces,,buildmg code, housing,code and"regulations and to admit authorizetl inspectors on premises`•and m buildmg(s)for necessary KsP4'ctions:False statements matle herein`"are perishable as a Class A hisdemeanor pursuant to'Section•210A5,of the New:York State;Penal Law` ' ApplicationJ* . e : 1 '[ Authorized Agent ❑Owner pp _ D«wt►1uGL AI�C�l7�Gt5 . g Signature o Date:STATE OF NECOUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name,of individual signing contract) above named, is theli�-I (C ntractor, 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. il Sworn fore me this day of 11-h KAa , 20CYC:lk " PAMELA C. LOSO DRO Notary PLYC Notary Public-State of New York No.01 L06185263 Qualified in Suffolk Coun My Commission Expires 04/14/20r'/14 1' OPER Y OWNER AUTHORIZATION (Where the applicant is not the owner) I, b-tQ-Y\t'Je—Vk residing at -3-5---J5 D475 !jldl�T'y 8r,! 440£ lby7m0("D do hereby authorize Tob7 0`6o YWCU, (-rEGTS , to apply on my behalf to the Town of Southold Building Department for approval as described herein. '-S aturiez ! .ate 2 " [zz t BUILDING DEPARTMENT-Electrical Ins ector Lam ' r TOWN OF SOUTHOLD MAY 3 Town Hall Annex-54375 Main Road - PO Box 1179 2024 South t� -- old, New York 11971-0959,, -1802- FA r 'fie n7Telephone(631)765 Q w� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Regimed) Date: company Name: .Stu-V-Vn Noc,r-,or- EJeckr-; 1✓ Electrician's Name: V�A-D GaZ?-c> {(� License No.: M t-- y,6,4 s Elec.email: S�v "o e- Elec. Phone No: (c31-80(c-3a(DQ request an email copy of Certificate of Compliance Elec. Address.: 301 JOB SITE INFORMATION (Au Information Required) Name: S' K1' v N ��feZ Address: o Cross Street: Phone No.: I y L BIdg.Pecmit#: _rjOL L I email: Tax Map District: 1000 Section:10LJ Block:s Lot: ILI BRIEF DESCRIPTION OF ORK, INCLUDE SQU RE FQOTAGE (PI Print Clearly): ©� c�., p�n� otJ..�k^s �� �j'► - - J- Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO 0 Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size®, Ph 03 Ph Size: A #Meters Old Meter# ❑New Service❑Fire ReconnectOFlood Reconnect OService Reconnect OUndergroundOOverhead #Underground Laterals Ell 02 H Frame 0 Pale Work done on Service? El Y N Additional Information: PAYMENT DUE WITH APPLICATION Pd 'Sleo 'C *10 t . ; I.. , BUILDING DEPARTMENT-Electrical lns'pector TOWN OF SOUTHOLD , ... MAY 3 1 ? Town Hall Annex.-54375 Main Road - PO Box 117. 9 024 Southold, New York 11971-0959 Telephone (631)765-1802 - FAX(631),76 :;950 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Am Information Required) Date: Company Name: S(7"VAA Nou-,0(- E) ec-�-rI C Electrician's Name: v A-0 License No.: M t_:_ `,3,4 5 Elec. email: 5t-,c1 p.(y,o 2 Elec. Phone No: (r 1- ?O(o-3,?,(©Q 2frequest an email copy of Certificate of Compliance Elec. Address.: 3©` Nq e r`w e. i( c;,_v.zrV i 11 e 0 JOB SITE INFORMATION (AD Information Required) Name: �` �I v N �STeZ Address: s7 o L tR-N F o Cross Street: Phone No.: ( l— y L-4 Bldg.Permit#:` �j�L-� email: Tax Map District: 1000 Section:b Block:-S Lot: BRIEF DESCRIPTION OF A ORK, INCLUDE SQUARE FOOTAGE (PleaEie Print Clearly): r�� h W�r►,,. o c7. q orcm c:, a. ©,_k-k Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In Final Do you need a Temp Certificate?: r 1YES EfNO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: A #'^Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect ElService Reconnect Underground E]Overhead #Underground Laterals n 1 FJ2 n H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION 5 r6N k�L4 �d S 150 (-eC *1 o-]5R0 PERMIT# Address: Switches Outlets ` . G F I's Surface I I I I Sconces H H' -'H '� UC Lts Fridge HW POOL Fans Mini Fr. W/D 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 cZ Used Comments �Gt ck 100 AMP Tv�Qi-NA-_ Telephone Town Hall Annex �+ �� hone 631 P ( ?765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 4179 to Southold, NY 11971-0959 BUILDING .DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUOTION. PRE-ENGINEERED`; WOOD CONSTRUCTION AND/OR TIMBER CANSTRUCTION_.'�`� Date;,., Owner: . tA, 4 _. . . Location of Property: u-CN,ucn Please take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line).` Floor framing, including girders and beams (F) Roof framing (R) ✓ Floor and roof framing (FIR) r 1�nr�.tU e; .... ....... Na a (�pe��on sums in{ t i form Capacity(check applicable line): 1� Owner Owner representative TrussReg15.doex Effective 1/1/2015 SURVEY' OF _ _ lol DER LOT 99 N E1 o MAP OF FOUNDERS ESTATES FILE No. 834 FILED MAY 10, 1927 SITUATE o0 o SOUTHOLD 21 eGaG oy� �6'0 TOWN OF SOUTHOLD No v, o SUFFOLK COUNTY, NEW YORK S.C. TAX No: 1000-64-05-14 Co J . SCALE 1"=20' DECEMBER 12, 2018 NOVEMBER 7, 2019 FINAL,SURVEY ON POOL AREA = 15,923 sq. ft. 0.365 cc. LOT 9a �NcpoGN�s `% ale, t Rp� ens\O� Aq 0 0• nO \ ) .QQ J UNAUTHORIZED ALTERATION OR ADDITION TO THIS OF SECTION 72009 FSTHE NEWA VIOLAnYO RK STATE EDUCATION LAW. 0<y \�• \ �'n COPIES OF THIS SURVEY MAP NOT BEARING 0 r' THE LAND SURVEYOR'S INKED SEAL OR S. 0EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. u'va u O pN� Gp�pt� e• vat CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Yt °.. y� Gt\� n V IS PREPARED, AND ON HIS BEHALF TO THE ° •�V: G�\M p O O. •Q' Ff/yCe TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND \\ O� a.. e �G6 TO NG INSTI- THE CE SIGNEES OF THE DI RTIFICATIONS ARE NOTTRANSFERABLE. ° oa• FGpNG'MpN / / o. ,��S�p�O�g6 � ���+ :. ' a.<• .' . •'. .a.. f� d THE EXISTENCE OF RIGHTS OF WAY p a AND/OR EASEMENTS OF RECORD, IF VEtPM �° N a ANY, NOT SHOWN ARE NOT GUARANTEED. G�Rg\N a PREPARED IN ACCORDANCE WITH THE MINIMUM 9g ,, �E �ON STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / 0 pNGR GE BY THE LI.A.LS. AND APPROVED AND ADOPTED V Q FOR SUCH USE BY THE NEW YORK STATE LAND c Q j a Py N(n' •d TfRE ASSOCIATION. \ a d O� O� �106- a a� GV oT ABo s� a L ° •o cCn ° a• d N.Y.S. Lim. No. 50467 0. a d ,oo Nathan Taft Corwin III o� Land Surveyor FIV155 a , . JAN 2 6 Title Surveys — Subdivisions — Site Plans — Construction Layout .°a. _. BUILDING DEPT. PHONE (631)727-2090 Fax (631)727-1727 TONS,%OF SOUTHOLD OFFICES LOCATED AT MAILING ADDRESS 1566 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 38-279B 4-7g6 �� of SURVEY OF JAN 25 2024 LOT 99 (An MAP OF "� s�� FOUNDERS ESTATES �O1,h FILE No. 834 FILED MAY 10, 1927 ro SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LiP, S.C. TAX No. 1000-64-05-14 SCALE 1"=20' may` DECEMBER 12, 2018 G� VIP., NOVEMBER 7, 2019 SURVEY ON POOL JANUARY 7, 2024 FOUNDATION FOUNDATION LOCATION AREA = 15,923 sq. ft. 0.365 cc. 9a �hc 3s• �j ti LQTO �� 'QOG'yo ' < '( O N ,6�GW 16p GQyOy o. Q o1%n N v<^�, °N 8¢ Ln \ROB pGyyn �oo• Dy pkb \ ,O UNAUTHORIZED ALTERATION OR ADDITION O A� ,�Q ' TO THIS SURVEY IS A VIOLATION OF �;A \a @ SECTION 7209 OF THE NEW YORK STATE o• �p� y� o EDUCATION LAW. \� y '0. \ NnF COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 2g'I, EMBOSSED�D TRUE COPY.SEAL SHALL NOT BE CONSIDERED ® \■O� G�\�NEI S�OW� a M�� N V�� n ` INDICATED HEREON SL ONNLY TO THES CFICATIONSPERSON FOR WHOM THE SURRVEY UN N[ A V IS PREPARE, AND ON HIS BEHALF TO THE TITLE GGN AGENCY D LENDING INSTITUTION U6 HEREON, ANDTO TH ' ,, �� • OF THE LENDING INSTI- 10 e • e $N. TUTIONE CERTIFICATIONS ONS ARE NOT TRANSFERABLE. � n O •a EO�NO SON / / 0 1�S�ONOVS� .\ bpo`►�. • , d: .•.. THE EXISTENCE OF RIGHTS OF WAY • Z �\ / 0 ERP� RO \• ® •A. AND/OR EASEMENTS OF RECORD, IF • / ? a, • ANY, NOT SHOWN ARE NOT GUARANTEED. v 4 g, S(5� G / / •}�5 Vt�\NG PREPARE IN ACCORDANCE WITH THE MINIMUM ►�+Y g9 a• ,. C' b Tl STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED Q / LQ� GGNG� t\Yc� FOR SUCH USE BY THE NEW YORK STATE LAND RA AGE ;•d o�N .® ®�PEEso'� v Q\AS�eOa \ �c \ G�,p.14- e a° . o e o ' o4. ' ••,e• IN e d N.Y.S. Lic. No. 50467 4A ••as . Nathan Taft Corwin III �QQ�a 6 5 Land Surveyor OTitle Surveys — Subdivisions — Site Plans — Construction Layout 'd' PHONE (631)727-2090 Fax (631)727-1727 OMCES LOCATED AT MAILING ADDRESS 1566 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 38-279C E C E d W E SURVEY OF N�o�i>;g LOT 99 J A N 2 5 2024 NE $ MAP OF FOUNDERS ESTATES L9FtSTz* i �3s§ en t °cam FILE No. 834 FILED MAY 10, 1927 SITUATE iLr3vTT V r,-L.ft 17e;d �� l� O� SOUTHOLD 211 • G��� �6,0 �0o= TOWN OF SOUTHOLD �, ,� SUFFOLK COUNTY, NEW YORK �. S.C. TAX No. 1000-64-05-14 s F �0 J SCALE 1"=20' DECEMBER 12, 2018 � NO 7, 2019 FINAL SURVEY ON POOL G� v� JANUARANUARY 7, 2024 FOUNDATION LOCATION AREA = 15,923 sq. ft. GOWN 0.365 ac. �1�A3 > LoT 9a iHc� �s• .0- rn 1401501 a O c'� Gti •o. Ak 6 'y Y 401.00 \KON yZ� .00 J UNAUTHORIZED ALTERATION OR ADDITION C,O� Irv•9 TO THIS SURVEY IS A VIOLATION OF p 9�� \ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING a THE LAND SURVEYOR'S INKED SEAL OR 0, EMBOSSED SEAL. SHALL NOT BE CONSIDERED �XIA TO BE A VALID TRUE COPY. VN ®O J SRO o ; V�1� CERTIFICATIONS INDIGITED HEREON SHALL RUN �� ONLY TO THE PERSON FOR WHOM THE SURVEY a '0 _` Ga\� °" ,'E►+.' MEAL G IS PREPARED, AND ON HIS BEHALF TO THE V' `V \0 Q7 � �NCf 1�• TITLE COMPANY. GOVERNMENTAL AGENCY AND 3 ' \\5 °O ° a., c LENDING INSTITUTION LISTS HEREON, AND G� TO THE ASSIGNEES OF THE LENDING INSTI- n TU(ION. CERTIFICATIONS ARE NOT TRANSFERABLE Wd THE EXISTENCE OF RIGHTS OF WAY o•4 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. d : A. 4 0 � '!Z5 VELB\NO PREPARED IN ACCORDANCE WITH THE MINIMUM 99 a. G a �O�L STANDARDS FOR TITLE �SpUgRVqEYYESpAS ESTABLISHED PTED O` / LO1 GONG ��'� FORU SBY THE UCH U S' THE'NEW ORK STATE LAND 0, ' .n TITLE As!o\'P ISN�NTE (�F®0�/® �G(L \ v O •d.v. `O •�•.........o /I ®6• 9 �L c� Sl a s 0 m d; a �00 ® m Zch z% n o ® ®�Q •••cS�St d , 6 'i 0�®` N.Y.S. Lim. No. 50467 • J 1434 Aldo v �' Nathan Taft Corwin III bd a FQQ� 6b° Land Surveyor s Title Surveys — Subdivisions — Site Plans — Construction Layout 544 PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1566 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 38-279C 52(b °5ci '20 " VINYL FENCE- CLIMATIC AND OF-0 RAPHIC DESIGN CRITERIA A ft CH i`P EC'TS TODD O'CONNELL TABLE R50I.2(I) ARCHITECT P.C. HIND DE51ON 51JBJECT TO DAMAGE FROM TODD O'CONNELL, AIA GROUND SPEED d TOPOO SPECIAL HIND SEISMIC 1200 Veterans Me SNOH (MPH) RAPHIG HIND BORN DESIGN WEATHERING Memorial Highway MEAN FROST LINE TERMITE HINTER ICE FLOOD AIR �1 LOAD EFFECTS REGION I DEBRIS CATEGORY Suite 120 mo Q DEPTH 12 DESIGN BARRIER HAZARDS FREEZING ANNUAL _ I k ZONE m f TEMP REQUIRED h INDEX I TEMP J Hauppauge,NY 11788 30 150vult NO NQ 1 MILE B BOF 5 FT MOD TO FEMA P(631) 650-6666 YES NONE 1500 OR 55.4 SEVERE BFG HEAVY 15 FROM - — LESS F(631)650-6667 COAST C(516)658-0325 MANUEL J DESIGN CRITERIA n INGROUND POOL ^ ; HINTER SUMMER ALTITI:DE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE `— ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE Jf COOLING HIND HIND COINCIDENT DAILY RANGE HINTER HUMIDITY SUMMER HUMIDITY' f�" TEMPERATURE VELOCITY VELOCITY HET BULB �N -j to DIFFERENCE HEATING COOLING Z �s �= ------ ------ ------ ------ ------ ------ A- �- 17 ER RUr w ° W ---- r � oY � PURSUANT TO CHAPTER 23 , o�o� Z TO THE BEST OF MY KNOWLEDGE, BELIEF AND OF THE TOWN CODE. �'i0 v --� I PROFESSIONAL JUDGEMENT, THESE PLANS APPROVED AS NO ED Z Z AND/OR SPECIFICATIONS ARE IN COMPLIANCE \ LU = WITH THE FOLLOWING: DATE: P.# PATIO FEE: �7, NOTIFY BUILDING DEPARTMENT AT NECOMPLY Y PLY WITH ALL CODES F z 2020 RESIDENTIAL CODE OF NEW YORK STATE (() YORK STATE & TOWN C )ES �- -► PUBLICATION NOVEMBER 201�i 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITION ' Z I FOLLOWING INSPECTIONS: ,tPF O � 2020 RESIDENTIAL GODS OF NEW PORK STATE = I CHAPTERS 12-25 FOR MECHANICAL SYSTEMS 1. FOUNDATION - TWO REQUIRED �, I— ## FOR POURED CONCRETE Q 0 I8.0 2020 RESIDENTIAL CODE OF NEW PORK STATE 2• ROUGH . FRAMING & PLUMBING I tiNr �y,•,,',,^ CHAPTERS 24 FOR FUEL $ GAS SYSTEMS 3. INSULATION 4. FINAL - CONSTRUCTION MUST �` R�STEE O 2020 RESIDENTIAL CODE OF NEW YORK STATE BE COMPLETE FOR C.O. v z CHAPTERS 25-33 FOR PLUMBING SYSTEMS ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR * � o 2020 RESIDENTIAL GODS OF NEW PORK STATE o � � v ROOF 01/ER CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS ELECTRCCA1- m u PATIO DESIGN OR CONSTRUCTION ERRORS. ���� ��'®� REC��RED o F 0 0 0 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE OL AS ADOPTED H THE 201a IF-CC, o o m, PROPOSED DETACHED O - - — — z °W o w ro (L ❑ THE PROJECT COMP AN METHOD CHOSEN IS TOTAL ^� Op TRUSS IPL ACARDING PEQ� IRED N Q z N 0 O ARAOE WITH ATTACHED UA-ALTERNATIVE AND RESGHEGK HA5 BEEN SUBMITTED �VCUPA C [it o Q�O o z m o W ROOF OVER PATIO—I FRAME I WITH THESE DRAWN USE IS UNLAWFUL oN`�� �m °� u O GARAGE - It to 1-0< -' �;N tu * a*a*Noowo w v 5E QNF-V°IAF-� � O O I WITHOUT CERTIFICAT DO NOT PROCEED WITH FRAk'IIPiO UNTIL SURVEY 54. 01 OF OCCUPANCY (�FFOU NDATIu^d '�C.`,r1, Qu woz 'o° p} HAS BEEN APPHOVIC. o o 24.0 Q�o� N°z�uw ULrNN°� az � N �w—N*IY4 1Q� Ovo§,O -wo u-N V Mif x130-u- N F W H� W 0 NUN�o< 0-0C, M Z$uwv��,�rz0 Z _ I ZON I NO INFORMATION EZIL H 0- A-II—D TOV4N OF'- SOUTHOLD � z 1°ill crterlar lintinfo SECTION: 64 ELOCK: 5 LOT(S): 14 Installed,replaced or repaired shall confortr m I wooD 0 I DECK v ZONE: R-40 REQUIRED EX15TINO PROPOSED to Chapter 172 of the Tovrn Code o LOT AREA 40,000 50-FT. 15,ci22 50.FT. NO GHANOE v LOT WIDTH 150 FT. 75 FT. NO CHANGE 16 3 I LOT DEPTH 175 FT. 21 La4 FT. NO CHANGE FRONT YARD 55 FT. 44.6 FT. NO CHANGE O REAR YARD 55 FT. 125.12 FT. NO CHANCE SIDE YARD (MIN) 10 FT. 16.8 FT. NO CHANGE SIDE YARD (AOO) 25 FT. 45.2 FT. NO CHANGE SC 13 3 I BU I LD I NO HE 1 OHT 55 FT. 20 FT. NO CHANGE LOT G01/ERA5E 20 % 15.72 % 16.58 % 280-124 non-conforming lots z � . I STORY This section is intended to provide minimum standards for granting of a building FRAME �? permit for the principal buildings of lots which are recognized by the Town under Q O S' c�v § 280-cf, are nonconforming and have not merged pursuant to § 280-10. n 0 m N0. 555 L.OT GOVERAOE � 112 2�.60 GAL CULATION 14.0 O 6.4 't I ZONE: R-40 SO. FOOTAGE LOT AREA IS,Q Z Z 22 SO.FT. (� UJy ' — aa� < ® w A ® I I EX15TINO IST FLOOR 1,Oeo ��LIs' �— Lo 1n EX15TINO WOOD DECK 252 }- p for �QZ�h o �Ll � I NOROUND POOL 517 k �- PROPOSED OARAOE WITH R/O 708 LU (� OL (� ll�l Z ts) 0 Z Nt TOTAL 2040 SO.FT. 16.58 Q F % Lu 1-) I 15,c122 XLOT 001/ERAOE 0 Q x 20% - 5,184.40 Sa.FT. O � z � _ a m 5�,�2 .05I I a r 'F j[\N 2 6 2022 1 o N o N25 055100 'IN .00 ' t . N �, ry Q z to 3 OLD SH I F�ARD ROAD o d � � 7 n 0 ° p i ARCHI"TE�CTS .--TODD O'CONNELL ARCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway GENERAL NOTES Suite 120 30"X30"XIS" O HOLD HOLD �'-8" 5'-O" 5'-8" O" p Hauppauge,NY 11788 — — — — — — — —N — — — — — — — POUR. GONG. FOOTING (lYP) - DOWN DOWN I. CARBON MONOXIDE ALARMS AND CARBON P(631)650-6666 WOOD FIREPLACE _ MONOXIDE DETECTORS SHALL BE INSTALLED F(631)650-6667 r - - - - - - - - - - - - - ;• -,, a � .. _ p 325 C(516)658-0 IN BUILDINGS AS REQUIRED IN ACCORDANCE -._.4 8-0 - _ DOUBLE JOIST UNDER WALL ABOVE _ 45" HEIGHT 45" HEIGHT cn WITH THE 2020 FIRE CODE OF NYS-SECTION O WOOD STORAGE I WOOD STORAGE iv �rrvrr�rr,;nrrrr[ij;:r-_r.;r rdr,ti; 115.4 (CARBON MONOXIDE DETECTION �-ar�,rrr� _ _ _ O SYSTEMS) FOR RESIDENTIAL BUILDINGS . INTER-WIRED FIRE/SMOKE AND CARBON 4"x6" ►2"xl2" F.J. m 16" O.G. (2)I '/4"xI 41)4'�' L-VL E APSULATEDCO POST' MONOXIDE DETECTORS WITH BATTERY I. I POST BACKUP AS PER NFPA 720 AND SEC. R514 8 14-8 17-O I -O (2)2"xl2" FLUSH 12" COLUMN WRAP 1 AND R515 OF THE 2020 RESIDENTIAL CODE WITH 20"X20" STONE OF NYS SHALL BE INSTALLED IN DWELLING < I (4" CONCRETE SLAB I " 4"xb" POST BASE � SLEEP G AREA IUNITS OU751DE OF N HEHVIG NATTY OF THE W/bxb NW OVER I -a ! 5' NEW 2 xl2 F.J. m I6 O.G. � 1 I$ I 1 1 BEDROOMS. WHERE A FUEL-BURNING y .f 6 MIL V.B. ON 4" 4" CONCRETE SLAB " P05T FROM APPLIANCE IS LOCATED WITHIN A BEDROOM COMPACTED GRAVEL I W/6X6 IS MM OVER 4 ON COMPACTED SOIL I - cV ABOVE OR ITS ATTACHED BATHROOM, CARBON_ P05T FROM 5,500 PSI I COMPACTED &RAVEL p ROOF OVER PATIO ` ; it, ON COMPACTED SOIL _ - N ��� vaulted ceiling = MONOXIDE DETECTION SHALL BE INSTALLED t _—� O I I I I 5,500 Ps1 o 1'.` GARAGE tu �r O W I TH I N THE BEDROOM. NI I - - - - - - - - - - - - - - - - - - N N N X 8'-0" G.H. n M - - 2. ALL ELECTRIC WORK SHALL BE tn PERFORMED IN STRICT ACCORDANCE m I UNEXGAVATED -� I - p- 8" POURED CONCRETE WITH THE LATEST EDITION OF THE N.E.G. FOUNDATION WALL (TYP) 4"xb" _ 1 RAIL TO CODE �B NO .s*1 ry POST Q SELECTED TO BE S. ALL CONDITIONS AND DIMENSIONS 0 1Ox20 P. GONG. FOOTING N TO BE VERIFIED IN FIELD BY THE z # 4 xb P05T (2)2"x12" FLUSH_ _ m GENERAL CONTRACTOR AND REPORT Q W/(2) #4 REBAR W/ 2 x4 b ' ANY DISCREPANCIES TO ARCHITECT ~ 6RADEKEYPqAY(TYPIGAL)BELOW Q p AGQ P05T I PRIOR TO START OR CONTINUATION p OF WORKNA z NEW 2"xl2" F.J. o I6" O.G. = (2)I s/4_x11 Ya° LVL-GIRDER-ENG PSULATED _ 4. NO CALV. NAILS OR CONNECTORS IN L�z I I DOUBLE JOIST UNDER WALL ABOVE O AGQ. LUMBER ARE PERMITTED. ALL x m I DROP FOUNDATION I L�_ _ _ _ _ _ CONNECTORS AND FASTENERS FOR AGQ m Q y ~ ° m I I FOR DOOR I I 12" POURED CONCRETE - - Q a n HOLD HOLD PROPANE L — — — — — — — — — — CHEEK WALL O O 3 xb DOWN DOWN TANK CABINET LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED G-1,55. MIN. 36 BELOW GRADE m N IOQx"IQ OVERHEAD DOOR a F o-=w v — — — — — (2)2' 12° — 5. AS PER SEC. R510 EACH HABITABLE om-1 o =N — — — — — — — — — — — — 30 X3o XIs ROOM SHALL HAVE AT LEAST ONE z o= F N I I POUR. GONG. FOOTING (T1'P) OPERABLE WINDOW FOR EMERGENCY �' z~ r p 2'-ID 10-3 2-10 8-O 8-O 17-2 O" N~ �m� 2 2 EGRESS WITH A MINIMUM CLEAR oz�akQWoo tu tu I b-o I8-o 16-o IS-o OPENING OF 5.7 SO. FT. (GRADE 54'-0" FLOOR OPENINGS SHALL HAVE A w '� F o°°n ° - LU p MINIMUM CLEAR OPENING OF 5.0 SQ. �u�}wp ?�rClw v !- u��z—Qw0 � FT.). THE MIN. HT. OF OPENINGS TO Q ~Q z o BE 24" AND MINIMUM WIDTH TO BE 20" anax000m AND THE BOTTOM OF OPENINGS NO HIGHER THAN 5'-8" A.F.F. in IL o °�"o ww�QK�L N 6. ALL WOOD POSTS SHALL BE BUILT v a v w-w v�w m v �O>w=Oo-FDVV '-I UP WITH (2) 2X4'5 NAILED TOGETHER W/ �FLEi'—wN*,� FOUNDATION FLAN FLOOR PLAN IOd NAILS @ 8" O.G. UNLESS OTHERWISE �°�,�°Q�N°o� � z�E-Nfi?-� zo NOTED V 431. z 50ALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" OW 7. ALL FRAMING SHALL COMPLY WITH _< ' Q ° THE 2020 RESIDENTIAL CODE OF NYS Q N o o o 0 8. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGQ LUMBER-U.O.N. Cf. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELEGTRIG TO I6'-o" 18" 18" BE DETERMINE IN THE FIELD 10. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE ' NEW 2"x8"R.R. m I b" O.G. NEW 2"x8" R.R. m I b" O.G. 5 F50 STRONG TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN INSTRUCTIONS UNLESS OTHERWISE NOTED ....... . � � _ � II. ALL ENGINEERED LUMBER TO BE _. . n�: ..N.... .. .. .. .. ..... . a... QUIRED � GLADDED AND SEAL AS RE o iv b'-8" WALL n ;� TO PROTECT AGAINST THE p r PLATE HEIGHT ^ NEW 2"x5"R.R. 0 16" O.G. NEW 2"x6" R.R. m I6" O.G. ® WEATHER ENVIRONMENT z . .. ................. z W 2"xb" G 16" O.C. 0 O b'-5" WALL Ll PLATE HEIGHT t ................ ..... ...... .. . POST TO BEAM } POST RIDGE RIVOE O cv ►- NEW (2)I ° "A4" LVL RIoPE iv LOFT AREA - WALL KEY - , , x n NEW WOOD FRAME GNST LH RAIL TO GODS 3 z 0 NEW POURED CONCRETE — r ® 4"x4" P05T UNLESS OTHERWISE — � 3 p � — NOTED . ...... .... CD HOLD DOWN A5 NOTED —_ a N V41RED SMOKE (V cV ..... ...... ... cV OO DETECTOR W/ BATTERY � c^�V c^w �. .......... ... .. ... .............. _ _ BACK-UP o l�l< z HARD HIRED CARBON I _ dJ Q DETECTOR W/ BAITRY BACK-DUP LU — �—! MIN 2020 RESIDENTIAL CODE OF NYS V 2 S PER N 10 NEW 2"x8"R.R. m I6" O.G. NEW 2"xe" R.R. o I6" O.C. 2)2"XS° dJ d) L �� . 0 � z l.n � OIL m 0 fj � W LOFT PLAN ROOF PLAN 7- � o SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" (' Q IV z LU O Q v it ;A R=C H I=T E`C T 5° TODD O'CONNELL ARCHITECT C H I T E C T P.C. TODD OTONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 POST F(631)650-6667 T.O._RIDGE STRGUTU_TO BEAM C(516)658-0325 ELEV. +16-8" — — ANDERSEN CASEMENT z - ° WINDOW (TYP) . ...... _ .. arSGr.; �rt'riil �i:rr� l7 :c� rrr,; 3 Q _ ' 'f( r, jff ' T.O. PLATE ,c , 6 SEAM METAL / l�I ........ --ANDERSEN STANDIN �� � � / \ El NDE SEN ROOF OVER SKIRT ROOF / J _... - �... --. 24" SKIRT ROOF " ❑ �/ \ V CASEMENT " " ,�. WINDOW (TYP) 4 IJ� FRAMED 2 xb ® I b.....0 G::..........:::.: GLE �/ e / \ A5P LT / \ \ �, ,I,,. HA SHIN (� ROOF OVERHANG - __ b i, _ . p ram' v FLASHING (TYP) ROOF TO BE I. ........... .... . ..- . . . .............:.::....:..:... SELECTED I CRICKET A5 �/ 'f �. ,� l 1 T.O. LOFT FLOOR _ — — — — — — — — — — — — \ ............................. I ........._.... REQUIRED r _ T.O. PLATE _ _ :./ �. , / .... .. \ ELEV. +&-0" DECORATIVE BRACKET = �12" 2.� N b"Xb" b Xb 12 COLUMN WRAP 18i ANGLE ANGLE TO BE SELECTED Q 12" COLUMN WRAP (V HIENCAPSUALTED . _. ..- I BEAM ................. TO BE SELECTED Ul ii - .................... # IOQXlQ OVERHEAD DOOR ... _. _ ;._ y._. _, . CULTURED STONE z TO BE SELECTED _, ANGLE VENEER TO BE J CULTURED STONE - SELECTED �''---.,......_„�........ I, � y. VENEER TO _ __._-_•,,� N _., STONE PIER T.O. SLAB _� 1 L._�._.... ._ ...r.._ _r�� ci SELECTED ° _ O a.. 6RADE GRADE GRADE ry ro- GRADE BUILT-IN BBQ UNIT i ° dwo~1�oo C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - J - - - - - - - - - - - - - - - - - - - J- - - �$Fmo~=y 9 �Ci -1 <1,-o }- F� oW O v zw�z�~ ~I- * m N10-w U0 F SOUTH ELEYAT I ON EAST ELEVATION ~y J z���z Q °0WO lu v ��3 �Q��1 = O � �w z z w v F-- yF 50ALE: 1/4" = 1'-0" " " <� Q o Q'�o° ° SCALE: I/4 = I -O � � Qv ui�. knuiulQzp =� zQ�7W~QNUILLVLLI1 QN�pp�.pW�zzV'7 N �o�1�Qow�QIaI�III��� 0 U1uV��NpOZ�__JJ��V1Fo }" z~F-N��QNr°z z QQ Q� u�QQw HHQQ►$-U~iOQ�O� � f� T.O._RI VOE LA ANDERSEN CASEMENT ' / �........... WINDOW (TYP) K o T.O. PLATE ..... .. . . ..... ......................... .............. ELEV. +b' b" _. 16 _...._ Z. ....................416 .._............. - f / OVERHAN& FLASHING (TYP) 1 ................ .... . ..., .. ...m _ oa O FLOOR ELEV. ....._.; / T.O. PLATE IL + , _ ................................... .. ............. .... ....... 121 .. - a....d 12" COLUMN WRAP b„Xb" i'._s.....;_.;�. �"...__,�- ANGLE 18 .............. 18ii .... .......... ........... .. .. b"xb" SU ORTIN6 TO BE SELECTED ANGLE _ . _.. . ... BRACKET DA CULTURED STONE — VENEER TO BE ........ .. _:..... SELECTED _g _._� _: a - _.-- . - BE SELECTED — ry DOOR UNIT TO 7 °,._:e ».'., .__..: ". , .,, ; Vie. ,. W- .. .. .. .. .............................................. .. .. .. ............................................ .....................-.........,................. ...... .......................................... .........._..-.... .. ... „> ��i i r l 20"X20" STONE PIER µ< _ —. , ... _d- S '-�g T.O. SLAB ELEV. +0'-0" _ . .. .. _._.. 4. GRADE W » ::.". ,:_ GRADE GRADE GRADE lu o ��z - - - - - - - - - - - - - - - - - - - - - - - - I lu I- - - - - - - - - - - - - - - - - - s _ - - - - - - - - - _ _ - _ - - - - - - - - _ - - - - - - - - - - - - - - - _ - � NORTH ELEVATION ICIEST ELEVATION OL 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z OL m 0 LU W M � cv 4) z N d LU � z m < 0 HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A ;ARCH 1 T E C T S • OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY TODD O'CONNELL RAFTER TO PLATE CONNECTION BOTH SIDES WHEN USP CONNECTORS MODEL No. TMU26,TMU210 r RCH H ITECT P.C. -RAFTERS DO NOT ALIGN WITH STUDS OR APPROVED EQUIVALENT AT EVERY WALL STUDS a 1611 O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMPSON 5TRON&-TIE CONNECTOR Q ib Co. COIL STRAPPING MANUFACTURED USP CONNECTORS MODEL No. 5T22 Suite 120 L. #HTZ TO BE USED WHEN BY 51MP50N STRONG-TIE CONNECTORS OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS Hauppauge,NY 11788 RAFTER ALI&N5 WITH STUD _ MODEL No. C516 OR APPROVED EQUIVALENT RAFTER TO R06E CONNECTION WHEN RAFTERS ALIGN P(631)650-6666 .USE A MINIMUM OF TWO 8d /� o e , \�� F(631)650-6667 NAILS THIS 51ME WITH A TOTAL OF FOUR INTO RAFTE i I BOTTOM PLA RID& C(516)658-0325 RIM JOIST S'rrCrrirr,,'r�r ��1'rr,: .C�Cia, ° ® o ROOF RAFTS DOUBLE TOP PLA i i I I pp 8• STUD PLATE TIES MANUFACTURED BY 51MPWN STRONG-TIE CONNECTORS MODEL No. R5P4 "f OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR TO PLATE CONNECTION WHEN RAFTERS DO NOT I [ ALIGN WITH STUD FLOOR JOIST : . r STUDS a 16" O.G. ° Ia _ Ib &a. COIL STRAPPING MANUFACTURED ° TWO 8d NAILS BY 51MP5ON 5TRON&-TIE CONNEGTOR5 L[1 INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT ` ALL STRAPPING TO BE 11 INSTALLED AS PER MANUFACTURES r-- IGHT 8d NAILS SPECIFICATIONS AND NY5 CODE (v INTO STUDS WALL STUDS a 16 O.G. O iZ00 = BTRAFF I NO DETA I L z FLOOR BTRAFF I NC DETAIL SCALE: 5/4" = I'-O" SCALE: 3/4" = I'-O" 0 � USE 51MP50N Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RE515TANCE Z FOR ALL HARDWARE IN CONNECTION HURRICANE TIES MANUFACTURED BY W/AGQ LUMBER. 5IMP50N 5TRON&-TIE CONNECTORS MODEL No. H2.5 OR APPROVED EQUIVALENT AT EVERY ro w o a PROVIDE HOLD DOWNS AT 1 j" MIN. EDGE RAFTER TO BEAM CONNECTION BOTH SIDE o o z W WALL STUDS a I6" O.G. DIFFERENCE 'v y N o i~ A O o ALL CORNERS AND BOTH a�- ° SIDES OF OPENIN55 6' °- =w -_ OR GREATER IN WIDTH z► u w = lA z o z�F��N OO 6O~w~ W DOUBLE 2X STU o N (" �, ° 5/8"O 12" STEEL ANCHOR 4. *~ 1 3��z v °O W O ' " ROOF RAFTS �- I-- o -p y v O NOTE: 51MP50N HDU5-SD52. BOLTS AT 5-O O.G. MAX. O'p w=°t z w o ALL 5TRAPPIN& TO BE MIN EMBEDMENT OF '1° POST GAP MANUFACTURED BY 51MP50N INSTALLED AS PER MANUFACTURES 57RON6-TIE CONNECTORS MODEL No. B052-3/6 F wwoz Oda SPECIFICATIONS AND NY5 CODE v OR APPROVED EQUIVALENT INSTALLED z o a z N w SEE PLAN ` 9 AS PER MANUFACTURES SPECIFICATIONS Q v o o 0)w z M BOTTOM PLA III ' a� � �WQ� � N AGQ SILL PLA �J ' BEA ® �HUNwwWQ CORRO5ION-RE515TIVE FLA5HIN6 SHEI ,, 0.O>WoJ�u� _7 AND TERMITE o SLAB ON GRAD ' 3 �w°� =off z a DECORATIVE COLUMN COVERS a_�z ° z m Q � Q I6 Ga. STRAP TIES MAN!JFAGTURED I I a bxb GOLD $ O-/ ��aQ� To�os ° BY SIMP50N STRONG-TIE CONNECTORS c II LJ ODEL No. C516 OR APPROVED EQUIVALENT. COLUMN BA5 a STRAP TO HAVE MIN. 12" BEARING ON THE STUD D AND WRAP UNDER SILL PLATE AT FOUNDATION. m 1 0 ap "x5"xy2" 5TL. BEARIN& PLATE MANUFACTURED c BY 51MP50N STRONG-TIE CONNECTORS MODEL No. v ANCHOR BOLT DETAIL LBPSV2 OR APPROVED EQUIVALENT ' /�J, ICAL e,xl2 HOOKED ANCHOR BOLT 5/g THREADED STEEL ROD SCALE: 5/4 I O 1 - W/'i" MIN. EMBEDMENT INTO CONCRETE ATE SIMPSON HDU5-5D52. P. GONG. SL OUNt7AT I ON BTi AFF I NO DETAIL USE 51MP50N Z-MAX OR HDG CONNECTORS SCALE: 5/4" = 1'-0" TO INCREASE CORROSION RESISTANCE WHEN NOT ALIGNED WITH RAFTER, FOR ALL HARDWARE IN CONNECTION CONNECT KIN& STUDS TO TOP PLATE, W/ AGQ LUMBER. COLUMN BASE MANUFACTURED BY a SEE ROOF STRAPPING DETAIL WRAP IYa" 0AL5. 20 OA. COIL STRAP SIMPSON STRONG-TIE MODEL VER TOP OF TOP PLATE i NAIL No. 05066-9D52 INSTALLED a a AS PER MANUFACTURERS ROOF FRAMING SPECIFICATIONS OR APPROVED EQUIVALENT a lj j O P. GONG. CHEEK WALL z CRIPPLE DOUBLE 2X STUD Q N STUDS DOUBLE TOP PLATE F0 ROH BTRFfi'I NC DETAIL ° m 51 MP50N HDU5-5D52.5 SCALE: 5/4" = 1'-0" # m FADER 'n 11 ' V JACK I I Z STUD Q FULL LENGTH a WALL STUDS a a HOOKED ANCHOR BOLT FRAMED OPENING FOR NEW II MIN 12" PENETRATION CD Q WINDOW OR EXTERIOR DOOR a U INTO FOUNDATION a � ��— Q < T— T -IT = = T — _ I-T— Q Q� NOTE. e I L O LIFT EA H END O CONNECTION AT THE HEADER AND A 11INEGTORS T NO UPLIFT G BOTTOM OF HEADER STUDS IN ADDITION SCALE: 5/4 - I -O ti7 REQUIRED TIH�S AREA TO CONNECTORS AT WALL STUDS AND 0 II AT TOP AND BOTTOM OF CRIPPLES. z i I I I N OL m ° 6 &a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS LU W MODEL No. C516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RE515TANCE 0 j STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION z AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. N N Z Ui�L I T CONNECTOR DETAIL tu SCALE: 5/4" = 1'-0" p Q v pro Ak­CHITI CTS' -­TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 R405.1•2 ICE BARRIERS F(631)650-6667 PROVIDE ICE PROTECTION WHICH CONSISTS OF AT LEAST 2 1 °/4"XI I Y4" LVL RIDGE C(516)658-0325 LAYERS OF UNDERLAYMENT -.»...�-...- CONTINUOUS VENT CEMENTED TOGETHER OR A FINISH TO BE SELECTED TEGO 5sr�rr�rrrfr� Y(! f ra f j 4" CONCRETE SLAB W/ SELF-ADHERING POLYMER 6"x6" 10/10 NW lZ 211X8" R.R. ® 16" O.G. MODIFIED BITUMEN SHEET TO EXTEND FROM THE LOWEST COMPACT GRAVEL FILL N r— 2"xb" G.T. ® I6" O.G. EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR PITCH SLAB WALL LINE OF THE BUILDING. 2x5 R.R. o Ib" O.D G. LOFT AREA 12 ... EsYPSUM WALL BOAR FLASHING (TYP) 1 4 CULTURED STONE FACE I/2" GDX PLYWOOD SHEATHIN TO BE SELECTED ° o �j(Q 00°° °� (FLASHING (TYP) �� ��ASPHALT SHINGLES OVER 15# 0000000 O �o 00 o I , 2 X8 R.R. ® I6 O.G. V BUILDING FELT ° °o 0o°ooO ASPHALT SHINGLES TO BE w `� SELECTED OVER 15# Q ~V BUILDING FELT _ IZ J 2"XI2" F.J. ® I6" O.G. VINYL SOFFE"<'-4" O.H. FINISHED GRADE I COMPACT FILL `y CEILING FINI5H AND CONTINUOUS VEN- n TO BE SELEGTED ALUMINUM DRIP EDGI 4x5 ALUMINUM GUTTER W/ m I2" POURED CONCRETE 5x4 ALUMINUM LEADER TO O I 2x6 FASCIA- / / FOUNDATION BE SELECTED BY OWNER -1 " MID SPAN i" i O ON I"X6" FASCIA BOARD BLOCKING (5)1 '5/4"xII Y4" LVL ENCAPSULATE (V ALUMINUM 6UTTEF m W/ VENTED SOFFIT _ O To BE SELECTE (2) #4 RE-BAR - GARAGE �' z HURRICANE ANCHORS MANUFACTURED - BY SIMPSON STRONG-TIE c.H. t- CONNECTORS MODEL No. H2.5A OR TYVEK HOUSE WRAP OR APPROVED EQUIVALENT AT EVERY 0 APPROVED WATER PERM. 4" CONCRETE SLAB Z 111 RAFTER TO PLATE CONNECTION BOTH SURFACE ON I/2" GDX W/ 6X6 6 MM OVER O 2 {4" STUDS o 16" O.G. SIDES 6 MIL V.B. ON 4" v PLYWOOD 5HEATHING ON Z 2" COMPACTED GRAVEL _... I/2" GDX PLYWOOD SHEATHING 2 X STUDS ® O.G. ON COMPACTED SOIL TYVEK HOUSE WRAP GPI hlLl PET AIL 5,500 PSI GONG. O GRADE GRADE w p<y 1= o p W z F-itl W IL 51DING TO BE SELECTED 5GALE: I" = P-O" - 8" POURED CONCRETE 4" CONCRETE SLAB 12" POURED CONCRETE O CHEEK WALL FOUNDATION WALL (TYP) W/ 6X6 IS WWM OVER cry 6 MIL V.B. ON 4" MIN. 56" BELOW 1Ox20 P. GONG. FOOTING COMPACTED 6R,4VEL GtzADE F F° %o w o= M ON COMPACTED SOIL W/(2) #4 REBAR W/ 2"x4" 5,500 PSI GONG. F Q KEYWAY; MIN. 56" BELOW `0)� E z Q o Y GRADE. (TYPICAL) o z=y w N v —pV�z W v °m°� = O 5/4" PLYWOOD 5U5FLOOR SECT I ON A 2"x4" o 1611O.G. <��W��~~ ASPHALT SHINGLES TO SCALE: I/4" = I'-O" Z o >p o Q N o m I2 BE SELECTED OVER 15# � aRv`nQin�Vwi 1 BUILDIN& FELT �DILWo�a_oz- 1/2" GDX PLYWOOD SHEATHING W-U w v Q 2"xl2" F.J. ® Ib" O.G. o 2x8 R.R. o I6 O.G. 0)IL W b lu ju HURRICANE ANCHORS MANUFACTURED BY �' o 0 m a o } SIMPSON STRONG-TIE CONNECTORS MODEL °o RIM JOIST No. H2.5A OR APPROVED EQUIVALENT AT T k)W o V N -o 1 Z EVERY RAFTER TO PLATE CONNECTION BOTH z z m w O Q 2"x4" o Ib" O.G• i=�QtQIY$1�O SIDES 2x6 SOFFIT FRAMING w 3 a ��Qal v,oQ�o� p \ o 161, O.G. ALUMNIUM DRIP EDGE CEILING FINISH TO BE SELECTED BY OWNER ALUMINUM GUTTER TO BE SELECTED I 3 FASCIA TO I BE SELECTED (2) 1 3/4"XII Y4" LVL GIRDER 2x4 STUDS o 16" O.G. ENGAPSUALTED 12" COLUMN WRAP W/ 6"X6" AGO P05T 1/2" GDX SHEATHING SIDING TO SELECT EXPANSION JOINT (2)2x4 ACAS? SILL PLATE 4" CONCRETE SLAB 5/&" ANCHOR BOLT o V-O" O.G. W/6X6 IS WWM OVER 6 MIL V.S. ON 4" SILL INSULATION 4 COMPACTED GRAVEL TERMITE SHEILD ON COMPACTED 501E PORCH ROOF DETAIL. O 3 500PSIPSI Z II 6 MIL POLY VAPOR SCALE: 1" = P-O" BARRIER �oQpo�°oQpoO°oQpo�°o0�o�°oQpo - - OOp�00��00��00n� n��nn�(-lnn��nn p� 6" COMPACT FILL lJ r �n LU 2x4 KEYWAY NEkq 8" WIDE FOUNDATION z Q � — 10"x2O" DEEP 5,500 PSI CONCRETE CD Q- %o O FOOTING (2) #4 HORIZONTAL STEEL REINFORCING BARS IN EACH DIRECTION 2O o LI< z V 1�l LL IDETA I L Q Q j 50ALE: 1" = 1'-0" O O OL z n m 0 g W m Q IN Z_ 1 TABLE R&02.3(5) SIZE, HE I OHT AND SPAG I NO OF WOOD STUDS ` BEARING WALL5 NON-BEARING WALLS TABLE R602.3(I) TABLE R602.3(I) Y FASTENING SCHEDULE FASTENINO SCHEDULE CONTINUED .:;, MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN " NUMBER AND TYPE NUMBER AND TYPE 5PACING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR SUPPORTING TWO FLOORS MAXIMUM SPACING WHEN LATERALLY LATERALLY ARCH i Y E C T s ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc SPACING AND LOCATION ITEMDESCRIPTION OF BUILDING ELEMENTS OF FASTENER a'bc STUD SIZE TODD O'CONNELL INTERMEDIATE 5UPPORTING TWO UNSUPPORTED UNSUPPORTED ROOF ED 'E5y, SUPPORTS (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING ARCHITECT P.C. (INCHES) HEIGHT 11 (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT (INCHES) HEIGHT e (INCHES) g (FEET) g (FEET) 4-8d BOX(2 �"XO.1139 OR WOOD STRUCTURAL PANELS,5U5FLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) I BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON(2Y2"XO.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TODD O'CONNELL, AIA TO TOP PLATE 3-IOd BOX(2 Y2"X0.128");OR 6d COMMON 2"XO.113" NAIL 5UBFLOOR,WALL 3-3"Xo.131" NAILS 30 5/11' -YY ad COMMON(2 Y2"XO.131")NAIL(roof);or R5R5-0I 6 12f 1200 Veterans Memorial Highway (2 5/"X 0.115")nail (roof) Suite 120 4-8d BOX(2 "X0.113") OR 31 iyy2" - 1„ ad COMMONNAIL(2 Y2"X0.131");or RSRS-01; b 12f Hauppauge,NY 11788 2 GEILIN6 1015TS TO TOP PLATE S-Sd COMMON(2 Y2"XO.131");OR PER JOIST,TOE NAIL (2 /e" X 0.115) nail (roof) 3-lod BOX(2 Y2"X0.128");OR 3-3"XO.131" NAILS IOd COMMON(3"X0.148") NAIL;OR P(631)650-6666 32 1 Ye" - 1 Y4'. 8d (2 Y2"XO.131")DEFORMED NAIL b 12 F(631)650-6667 GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(31"X0.1289 OR OTHER WALL SHEATHING (516)658-0325 3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"X0.162");OR FACE NAIL Y2" STRUCTURAL CELLULOSIC FIBERBOARD I Y2° GALVANIZED ROOFING NAIL,We," HEAD (see Section R9502.5.2 and Table &02.5.2) 4-3'XO.131" NAILS 33 SHEATHING DIAMETER,OR I Y4" LONG I6 ga.STAPLE WITH 3 6 Ne"or I"GROWN 2X4 10 24c' 24 10 16 tr, r, 1'kr, r;7f-r r1. ,rj-,r5 GEILIN6 J015T ATTACHED TO PARALLEL RAFTER TABLE R802.5.2 34 25/s�'STRUCTURAL CELLULOSIC FIBERBOARD 1 5/4" GALVANIZED ROOFING NAIL,%" HEAD 2X6 10 24 24 16 24 20 24 4 (HEEL JOINT)(see Section RE502.5.2.and Table R802.5.2) FAGS NAIL DIAMETER,OR I YY LONG 16 ga.STAPLE WITH 3 6 rfi�{f (ffr�fi3�(` l wrff faa SHEATHING }(b°OR I" GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.amm 4-I0d BOX(3"X0.128")OR d I Y2" GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING HALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE 35 Y2" GYPSUM 5HEATHING GALVANIZED, I Y2"LONG;I Y4"SCREWS, 7 7 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 20go. 3-IOd COMMON(3Y2'XO.I48");OR TYPE W OR 5 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED RIDGE STRAP TO RAFTER 4-3"X0.131" NAILS FADE NAIL EACH RAFTER d I 5/4" GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 36 5/e"GYPSUM SHEATHING GALVANIZED, 1 5/6"SCREWS,TYPE W OR 5 ' b. SHALL NOT BE USED IN EXTERIOR WALLS 3-I6d BOX NAILS(3 �"X0.135'9 OR 2 TOE NAILS ON ONE SIDE WOOD STRUCTUUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO AND I TOE NAIL ON OPPOSITE b 4-3"X0.131" NAILS SIDE OF EACH RAFTER OR s 3-IOd COMMON NAILS(3"X0.148');OR 2X OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. RAFTER OR ROOF TRUSS TO PLATE bd DEFORMED(2"X0.120") NAIL;OR 4-IOd BOX(3"X0.128");OR 3-! /a AND LESS TR1J55 8d COMMON(2 Y2"X0.131") NAIL , C^` 8d COMMON(2'X0.131) NAIL;OR TABLE R602.10.4- BRAGINO METHODS `, �,� �' t 4-Ibd (3 �"XO.135")OR 38 Ye" - I" 8d DEFORMED(2 Y2"XO.120")NAIL 6 12 �\, / 3-lod COMMON(3"XO.148");OR TOE NAIL CONNECTION CRITERIA 4-I0d BOX(3"XO.128");OR Iod COMMON(3"x0.148") NAIL;OR METHODS, MATERIAL MINIMUM THIGKE55 FIGURE 39 I Ye" - I Y4" b 12 FASTENERS SPACING �� �► 4-3"X0.131" NAILS 8d DEFORMED(2 Y2"X0.120")NAIL 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM FOR 51: 1 Inch = 25.4 mm, I foot = 304.&mm, I MILE PER HOUR = 0.4477 m/s;I ksl = 6.895 MPa 3-Ibd BOX(3 �"X0.135")OR EXTERIOR SHEATHING PER 6"ED6E5 12"FIELD 2-Ibd COMMON(3 Y2"X0.162");OR TOE NAIL TABLE R602.3(3) B-IOd BOX(311XO.128");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING C5-1^15P 3-3"XO.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENGTH5 AS SHOWN: 80 K51 FOR SHANK DIAMETER OF O.I92 INCH(20d CONTINUOU51-Y SHEATHED 3/aii m WALL COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER Ibd COMMON(3 Y2"X0.1629 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH OR LESS. 0 TABLE R602.5(1)or R602.3(2) VARIE5 BY FASTENER b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM'1/16-INCH ON DIAMETER GROWN WIDTH. p r 8 STUD TO STUD (NOT AT BRACED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR 6REATER. CV IOd(3"X0.128");OR d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 41-FOOT PANELS SHALL BE APPLIED VERTICALLY. 0 3"XO.I31") NAILS 16" O.G.FACE NAIL e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). F- f. WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO 111 CS-Gbc z # Ib Yz d BOX(3 'X0.135");OR STUD TO STUD AND A5UTTIN5 STUDS AT INTERSECTING WALL 12" O.G.FACE NAIL CABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 150 MPH, CONTINUOUSLY SHEATHED Q 9 3"X0.131" NAILS NAILS FOR ATTAGHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH 3 SEE METHOD GS-WSP SEE METHOD GS-WSP V CORNERS(AT BRACED WALL PANELS) l� WOOD STRUCTURAL PANEL �8 F- Ibd COMMON(3 Y2'XO.162") 16"O.G. FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALL5;AND 4 INCHES ON CENTER TO CABLE END WALL FRAMING. Z ADJACENT TO GARAGE g. GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 255.FIBERBOARD SHEATHING OPENIN05 Ibd COMMON(3 Y2"X0.162") 16" O.G.EACH EDGE FACE NAIL SHALL CONFORM TO ASTM C 208. F- Z 10 BUILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) h. SPACING OF FA5TENER5 ON FLOOR 5HEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED W O Ibd BOX(3)2"XO.135") 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOGKIN6.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO N Z 5-Sd BOX(2 Y2"XO.I13");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE 4-8d COMMON(2 Y2'XO.I3I");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 11 CONTINUOUS HEADER TO STUD TOE NAIL CS-PF 4-10d BOX(3"X0.128" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS 50HEDULE ,PROVIDE TWO TOE NAILS O CONTINUOU51_Y SHEATHED 7�bn SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 } Q tL Q H O PORTAL FRAME ttl ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH TH15 SCHEDULE.THE TOE NAIL ON z Ibd COMMON(3 Y2"XO.162") I6"O.G.FACE NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. wwp WW O X z~F>�VW 12 TOP PLATE TO TOP PLATE lod BOX(311X0.1281);OR O Q F p O 3"XO.131")NAILS 12' O.G. FACE NAIL v d =w 0__ TABLE Ra02.11 RAFTER OR TRUSS UPLIFT CONNEGTI ON FORGES I Y2" long X 0.12 dia. u-�m V W I KLU 8-I6d COMMON(3�"XO.162");OR FACE NAIL ON EACH SIDE OF a b c d e,f,a h (for Y2" thick sheathing) O J-j�0 12-Ibd BOX(3 Y2'XO.135");OR END JOINT(MINIMUM 24" LAP FROM WIND (ASD) (POUNDS PER CONNECTION) �- Cl YY Or 25/32" for 1 5/4" long X 0.12 Clio. u1 N~�Q�w V w 13 DOUBLE TOP PLATE SPLICE 12-IOd BOX(3"X0.128");OR SPLICE LENGTH EACH SIDE OF GS-SFB (for 25A2"thick sheathin ) 3" ED6E5 b" FIELD z V N z O F O H 0 12-3"XO.131" NAILS END JOINT) 9 9 IL EXPOSURE B CONTINUOU5LY SHEATHED maximum 7 STRUCTURAL FIBERBOARD galvanized roofing Halls or 8 common � F-F z���-H (� ULTIMATE DF-510N WIND SPEED Vult (mph) o N _ �, a u StudSpacing (2 Y2" long X 0.151"dia.)nulls N U u Q O z W RAFTER OR ROOF SPAN o z=$ °' 0 to v I50 mph 140 mph <-D 0 5 z W V aka �, owo TRU55 SPACING (FEET) s �F <��S p��.� T O ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.amm, I degree = 0.0175 rod, I pound per square foot=47.a N/m , 1 mile per hour = 0.447 m/s. z v H ow a. Adhesive attachment of wall sheathingincluding Method GB, shall not be permitted in Seismic Design Categories G, D D and D w z-<wo F Ibd COMMON(3 Y2"X0.162") 16"O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 g p g g o' 1 2 0<_j <a�F z o b. Applies to panels next to garage door opening where Supporting gable end wall or roof load only. Shall only be used on one wall Q BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR V w 14 Ibd BOX(3Y2"X0.135");OR 12 q5 ab 122 115 of the garage. In Seismic Design Categories D D and D roof covering dead load shall not exceed 3 sf. w tug z '0 0 2 W BLOCKING MOT AT BRACED WALL PANELS) 12"O.G. FACE NAIL c. Garage ope'iings adjacent to a Method C5-G panel shall be provided with a header in accordance withh Table R&O2.5 (1). A full z 7>>w w~Q-w I- 3"xo.131")NAILS la 122 112 157 146 24 14q 137 Iq2 17b V V �to Q N e w 3-I6d BOX(3 Y2"X0.135");OR 3 EACH ib"O.G.FAGS NAIL height clear opening shall not be permitted to a Method CS-0 panel. Q 1113 z 2a 167 155 216 200 N w IS BOTTOM PLATE TO JOINT,RIM J015T,BAND JOIST OR 2-Ibd COMMON(3Y2"XO.162");OR 2 EACH 16"O.G.FACE NAIL 12 O.G. d. Method C5-5F5 does not apply in Seismic Design Categories DO, DI , D2. _O$ w p o BLOCKING(AT BRACED WALL PANELS) 4-3"XO.131" NAILS 4 EACH 16"O.G.FACE NAIL 32 Ib5 170 240 222 e. Method applies to detached one and two-family dwel l in sin Seismic Design Categories D throw h D onl ~w�'w w a< N 36 205 l a6 264 244 pp y 9 g 9 0 9 2 y wI- 4-ad BOX �i0>w=0 zuv� 3-Ibd BOX(3 Y2 XOI135"),OR 42 230 2 I 300 2 11 4-5d COMMON(2 Y2'XO.I31");OR TOE NAIL 4b 25b 236 336 3 U 0 < LLI 0~O 12 126 117 I62 150 TABLE R602.10.5 1-0) �o 16 4-I0d BOX(3"x0.I28");OR la 162 14q 20q lq4 MINIMUM LENGTH OF BRACED WALL PANELS wo O J TOP OR BOTTOM PLATE TO STUD 4-3' X 0.151 NAILS 24 1qa lag 255 237 0.'- Q 3-I6d BOX(3�"xo.135");OR 2a 222 203 2b7 266 Q<$ < 3< °- 2-I6d COMMON(3 Yyi'X0.162");OR END NAIL 16 O.G. METHOD MINIMUM LENGTH ul w Q w< w Y 32 246 226 31q 2q5 (INCHES) _ z=~ ~3 3-IOd BOX(3"X0.128");OR CONTRIBUTING I F<<F N O La O (] 3-3"XO.131"NAILS 36 270 24-1 351 525 ADJACENT CLEAR WALL HEIGHT LENGTH 42 506 281 1 3qq 1 370 OPE•NIN6 HEIGHT (INCHES) 3-I0d BOX(311X0.128");OR 45 343 514 1 447 1 414 (INCHES) 8 FEET 4i FEET 10 FEET 11 FEET 12 FEET 1-7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3 Y2"XO.162");OR 3-3"XO.131" NAILS FACE NAIL 05-1^15P <64 24 21 30 33 36 ACTUAL EXPOSURE G 3-ad BOX(2 "x0.113");OR ULTIMATE DESIGN WIND SPEED Vuit (mph) le, I" BRACE TO EACH STUD AND PLATE :2-ad COMMON(2 Y2"X0.131");OR 2-I0d BOX(3"XO.128");OR FACE NAIL RAFTER OR ROOF SPAN 150 mph 140 mph 2 5TAPLES 1 5/4" TRUSS SPAGIN6 (FEET) 37 BOX 2 'X0.115' ;0R ROOF PITCH ROOF PITCH TABLE R507.2 8 d 2-Bd COMMON(2Y2"X0.131");OR DECK LEDGER CONNECTION TO BAND JOISTab Iq I"X 6" SHEATHING TO EACH BEARING 2-IOd BOX(3"XO.128");OR FACE NAIL <5:12 >5:12 <5:12 >5:12 2 STAPLES, I"GROWN, Ibga.,l 5/4"LON6 12 161 151 Iola 186 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF 5-ad BOX(2 "x0.115");OR la 205 IC15 257 242 3-8d COMMON(2 Y2"X0.13I");OR 24 256 2361 317 2qa CONNECTION DETAILS JOIST SPAN 3-IOd BOX(3'XO.128");OR 2a 2aq 26q 35a 335 6'AND LE55 6' 1"To 8' 8'I" TO IO' 10'1 TO 12' 12'I TO 14' 14T' TO 16161 TO 18' 3 STAPLES, I"GROWN, Ibga.,l 5/4" LONG 12 O•G• 32 521 2qq 3qa 373 ON-CENTER SPAGIN6 OF FASTENERS 20 1" X 8" AND WIDER 5HEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 36 555 32q 455 411 INCH DIAMETER LAG SCREW c d 30 23 18 15 13 11 10 4-8d BOX(2 '�"X0.113");OR 42 402 575 4gcl 46b WITH'4 INCH MAXIMUM SHEATHING 3-8d COMMON(2 Y2"XO.131");OR 45 450 420 560 5 MAXIMUM SHEATHING 24 '4 INCH DIAMETER N&dT WITH INCH 36 36 34 24 24 21 111 3-lod BOX(3"X0.128");OR 12 214 201 263 24-7 4 STAPLES, I"GROWN,Ibgo.,l 5/4" LONG 1a 277 25q 342 322 I INCH DIAMETER BOeT WITH I-INCH 36 36 24 24 21 le, 16 MAXIMUM SHEATHING FLOOR 24 540 3I5 422 5q6 28 3b4 35a 476 446 FOR 51: I Inch = 25.4 mm, I foot =304.8 mm, 1 pound per square foot = 0.04?9 kf a 4-8d BOX(2 �"XO.113");OR I6 O.G. a.Ledgers shall be flashed In accordance with Section R"703.4 to prevent water from contracting the house band joist. 3-8d COMMON(2 Y2'X0.13119;OR 32 427 3qa 52al 4q6 b.Snow load shall not be assumed to act concurrent) with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-IOd BOX(3"X0.128");OR TOE NAIL y 36 46q 435 5b3 547 c.The tip of the lac screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 3-3"XO.131"NAILS 42 555 4qq 664 622 d. Sheathing shall be wood structural panel or solid sawn lumber 8d BOX(2 "XO.113") 4" O.G. TOE NAIL e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. 4a 5qq 55cl 745 bq7 U to 1/2-Inch thickness of stacked washers shall be,permitted to substitute for u to 1/2-Inch of allowable ALLOWABLE z 22 RIM J015T,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2"X0.131");OR p p p STRUCTURAL MEMBER PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"XO.128");OR b" O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 3"x0.131" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I MILE PER HOUR= 0.447 m/s, 23 I" X b" SUBFLOOR OR LESS TO EACH JOIST 3-Ioa Box(3"X0..115 'OR I POUND =0.454k I POUND PER SQUARE FOOT = 47.q N/m2, I If 14.6 N/m RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2-Sd COMMON(2 Y2'X0.131");OR g' p TABLE R50�.2.1 WITH NO FINISHED GEILIN6 ATTACHED TO Q );OR FACE NAIL PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTS RAFTERS Q 2 STAPLES, I"GROWN, 16go.,l 5/4" LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 3-I6d BOX(3 Y2'X0.135"J;OF. HEIGHT AND WIND EXPOSURE CATEGORYMINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS B OR G. FOR EXPOSURE D, THE UPLIFT INTERIOR HALLS AND PARTITIONS H/IaO 24 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE FLOORS L/360 2-I6d COMMON(3 Ys'X0.162") �k TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE ME51ON WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 25 2" PLANKS(PLANK s BEAM-FLOOR 3 ROOF) 3-Ibd BOX(3 Y2'XO.I35"9;OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE CEILING WITH BRITTLE FINISHES (INCLUDING L/360 W 2-Ibd COMMON(3Y2"XO.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGERa 2 INCHES" 5/4 INCH 2 INGHESb 1 5/8, INGHESb PLASTER AND STUCCO) 3-Ibd COMMON(3 "xO.162") HEIGHTS. c CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 26 BAND OR RIM JOIST TO J015T 4-10 BOX(3"XO.128");OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING BAND J015T 5/4 INCH 2 INCHES 2 INGHESb 15/e INGHESb11 GYPSUM BOARD) 4-3"XO.131" NAILS;OR END NAIL ASSEMBLY DEAD LOAD OF 15 PSF. 4-3"X 149a.STAPLES,J" GROWN FOR SI: I INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 NAIL G14 LAYER AS FOLLOH c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50-7.2.1(1). 1' ' 20d COMMON(4"XO.Ig2");OR 52" O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALL5 - WIND LOADa W LH WITH PLASTER OR H/360 AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES Z Z 24"O.G. FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R501.2.1(I).Iod BOX(3"X0.128");OR AND BOTTOM STAGGERED ON MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN a FEET OF BUILDING a 2T BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 OPPOSITE SIDES CORNERS. AND: e. FOR BUILDINGS WITH HIP ROOF5 WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES 2-20d COMMON(4"XO.192");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - 2020 NEW 'YORK STATE ENERGY CONSERVATION CODE a d 3-IOd BOX(3"X0.128");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 m 3-3"xo.13I" NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED .FINISHES LJ-1 FORGES. EQUIVALENT U-FAGTORS - 4-I6d BOX(3 �"XO.135"),OR \ / 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER HALLS- L/600 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-10d BOX(3"X0.128");OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-3"XO.131 NAILS WALL ABOVE. FENESTRATION SKYLIGHT GEILINO FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a• FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 2-Iod(3"XO.128") or 2-8d common g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN 2cl BRIDGING OR BLOCKING TO JOIST (2 Y2"X 0.151";or 2-3"X 0.131") nolls EACH END,TOE NAIL SHALL BE PERMITTED. h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPAGIN6 SHALL BE PERMITTED / f AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS (� TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4' 0.52 0.55 ' 0.026 0.060 O.Oga . 0.047 0.05Q ;' . 0.065 OBTAINED FROM THE TABLE R301.2(2). to b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE -3: -] THE LENGTH OF THE CANTILEVER. 7 )r TABLE R&O2.3(3) 5 0.50 0.55 0.026 0.060 0.0&2 0.055 0.050 0.055 C. FOR ALUMINUM 57RUOTURAL MEMBERS OR PANELS USED IN < �1 1 O ROOFS OR HALLS OF 5UNROOM ADDITIONS OR PATIO WOOD PANEL WALL. SHEATHING FASTENINO SCHEDULE ak'� AS MAX. AS MAX. GONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. Q MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DE51ON WIND -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF tu STRUCTURAL PANEL THICKNESS STUD SPAGIN6 SPEED vULT(MPH) GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O O SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLA55 LITE OR 1-/60 FOR THE ENTIRE (INCHES) RATING (INCHES O.G.) (INCHES O.G) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. 0 bd COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOF5 OR WALLS OF Q- (2.0"XO.113") 1.s 24/0 3/8 16 6 i2 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD Q O 8d COMMON 16 6 12 n0 140 155 INSULATION AND FENESTRATION REOUIREMENT5 BY COMPONENTSHALL I20. z (2.5"xo.1311) I.-IS 24/Ib r/Ib 24 b 12 140 115 110 d. DEFLECTION FOR EX EXTERIOR HALLSNI H INTERIOR GYPSUM \I J K FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.441 m/s BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE p a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHING WITH STUD SPAGIN6 MORE THAN 16" GLAZED DEFLECTION OF H/180. ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN6 WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE Q b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. b bA i R-VALUE R-VALUE DEPTH d WALL R-VALUE c e. REFER TO SECTION R703.a.2. LATERAL BRACING REOUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. U-FACTOR U-FACTOR SHC7G R-VALUE R-VALUE R-VALUE e C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 f LU SPAN RATING. PLYWOOD SIDING IZA.TED I6 O.G. OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. 4 .0.52 /' 2O OR / 10 CONT. OR 10 GONT. OR / W 0.55�, •0.40 4q h 8/13 " Icf 10 / 2FT. � tt � �p WALL-16 AND PLYWOOD SIDING Ib O.G.SHALL BE USED WITH 5TUD5 SPACED NOT MORE THAN 16"ON CENTER. f' / 13 + 5 13 CAVITY 15 CAVITY N O 5 0.30 0.55 NR 4q 20 OR 13/17 3O g 15 CONT. OR 15 CONT. OR N N Z In 10 / 2FT. N 15 + 5 1� CAVITY 11 CAVITY 2 N Q IU AS MAX. AS MAX. 2Z z PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. w -V.I.F. u 4 * REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 0 p C GENERAL CONDITIONS UNLE55 OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: CONDITIONS OF THE GcDNTRAGT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rci05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER A5GE j CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWIN65. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R40I.3: PERMANENT GERTIFIGATE - SHALL BE COMPLETED BY THE 1-16 - CHAPTER 5 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL 5LOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR RE015TF-RED DESIGN PROFE5510NA_ AND POSTED IN LOAD SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD A R C,N 1 7 E C t �.. OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. ILL NOT BE MADE WITHOUT WRITTEN C E I L I N G S ARCHITECT P.C. OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, ARCHITECT c H I T E c T P.c. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 (1) THE PREMISES SHALL 5E KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC, OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per INCH thickness) TODD O'CONNELL REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. P 0.55 , AIA AT THE COMPLETION OF WORK, THE (1/2 INCHES) (2.2) 1200 Veterans Memorial Highway DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY g v CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) Suite120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY11788 ETC., GLEAN GLA55 AND LEAVE WORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN 5TRIGT WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 AND GENERAL LIABILITY INSURANCE. THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY " `" " " ""° __•`. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED G O V E R I N G 5, ROOF, AND WALL ALL SHALL COMPLY I^UTH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE 5HINOLF-5 FOR CEILINGS, WALLS, AND FLOORS. GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENT5 AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 CONTRACTOR SHOULD FULLY r r r r r rrrt.I3 , _r FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-in. 2.O GUARANTEE HIS WORK AND THE WORK 5.5.0. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per lnch thickness) OF HI5 5UBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, A6A. FIBERBOARD 1.5 PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE ` FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. POLYSTYRENE FOAM o2 OTHERWISE SPECIFIED. ALL WORK URETHANE WITH FOAM FOAM 0.5 0 R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING (FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST r PLYWOOD ( SHALL BE PERFORMED IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. (per 1/5-in. THICKNESS) O.4 BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE p _- ACGORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND f. E' EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, 1/2-in. 0.75 10 0 C, ca_j PRACTIGE5. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE SKYLIGHT, METAL FRAME, J" WIRE GLA55 8.0 �;� �O 0INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING RESIDENTIAL CODE OF NEW YORK R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 5.0 �' �`" �° '`�� If OWNER, ARCHITECT, AND THEIR FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER ��. ` AGENTS AND EMPLOY] FROM AND STATE, TO GUT OFF ALL CONGEALED BOXES SHALL BE SEALED. DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE \`� � �� °t AGAINST ALL CLAIMS, DAMAGES, BITUMINOUS, SMOOTH SURFACE 15 OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE O.-I ATTORNEYS FEES AR151N6 OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. F L O O R F I L L lU1 RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEI6HT WEIGHT CONCRETE, PER INCH 8.0 SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR THE BUILDING THERMAL ENVELOPE. SAND, PER INCH N EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION 8.0 R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: USED STONE CONCRETE, PER INCH 12.0 BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NY5. ALL GLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE U �D AS DUCTS OR OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND F L O O R F I N 1 5 H E 5 Z # DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR OUARRY TILE (3/4-in.) ~ (OTHER THAN THE NOR< ITSELF INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON I/2-in. MORTAR BED 16.0 INCLUDING THE LOSS OR USE PLUMB 0 PLUMBING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING N RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-in.) O )- SUPPLY AND SANITARY SYSTEM AS R403.6: MECHANICAL VENTILATION - THE BUILDIUG SHALL BE ON I-in. MORTAR BED 23.0 V Z CAUSED IN WHOLE OR IN PART BY ANY AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLA55. ALL GLASS DOORS -RETURN DUG75 IN UNCONDITIONED 2020 NY5 RESIDENTIAL CODE ANYONE DIRECTLY OR, INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/T-In. 4.0 u�,°J'' 0 IL CLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER � o F G-J o 0 EMPLOYED BY ANY 07 THEM, OR THAN LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON Q o°i�0 VERTICAL WASTES. USE 4" CAST IRON O.OI X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 55.0 THEM MAY BE LIABLE REGARDLESS WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED *CFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 o Q f o MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG PART BY A PARTY INDEMNIFIED REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: 50LID FLAT TILE ON I-in. MORTAR BASE 23.0 z ~ 4 o_°i a m HEREUNDER. ALL MATf=RIALS, 51ZES FOR FIXTURES SHALL BE A5 PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON PiFz„"m? Q FOLLOWS: SUBFLOORING, 3/4-in. 5.0 m u °o W ASSEMBLIES, AND ME HOD OF WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. z o CONSTRUCTION INCLUE)INO BUT NOT DISH WASHER 1 1/2 FLOORS, WOOD JOIST (no taster) 12-in. 16-In. uz w Qz SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, p 0.0. O.C. °-►_-iS J z E u z v LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" R404.1: LIGHTINO - A MINIMUM OF c10% OF PERMANENTLY JOIST SIZES (in.) s W Y�a Q�,o o W o UJ v TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), (LB/f T J (LB/PT) x F Q�F u°m F4 O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" INSTALLED FIXTURES MUST HAVE HIOH-EFFICIENCY LAMPS. 'jw z �°w V PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x6 6 5 0`� ° - PLACINO OF CONCRE7-E, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE 15 NOT LOW-VOLTAGE LIGHTINO EXEMPT BE CAREFULLY SUPERVISED BY THE TOILET 3" 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R308- 2x8 o CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN w°W °°�" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED OLAZINO 2x10 7 6 z o� v w Q' N v IN ACCORDANCE WITH THE 17)RAWIN65, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF AND GOOD PRACTICE'. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON FRAME PART I T I O N 5 ( sf) ° N TO BE ANDERSEN UNLE55 INDICATED OPERATINO AT LESS THAN 2 w.cg. OLAZINO INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN u a u W w u a N V FROM THE DRAWIN65 AND PLANS WITH EASILY ACCE551BLE OTHERWISE. (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL 5TUD5, 1/2-in. GYP. BOTH 51DES 8.0 SPECIFICATIONS WILL NOT BE DRAIN DRAIN-000K5. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY DE51ONATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED 4.0 N o o m o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DE516NATIN6 THE TYPE OF GLASS AND THE SAFETY GLAZING ��N�� AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE FRAME HALLS o m o} ui-z o THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL EXTERIOR STUD WALLS: Nyz��Pvl<Vn, �z o �PAINTING AND STAINING -COOLING DUGT5 WITH EXTERIOR INSTALLATION. THE DESIONA71ON SHALL BE ACID ETCHED,RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING I5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A ww�qw �j i�o DRAWIN65 WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL 2x4 16-in., 5/8-in. GYPSUM, 11.0 ALL DIMENSIONS AND CONDITIONS PLUMBING MU57 BE OBTAINED FROM CONVENIENCE OF THE FAIN71NO VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/5-in. SIDING ARE TO BE FIELD VE1;:IFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY A5 AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 @ 16-in., 5/8-in. GYPSUM, 12.0 REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/&-in. SIDING RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH R305.4.7 SHALL BE CON51DERED TO BE EX15TINO WORK WHIC-1 INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF OLAZINO EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R305.4.1- GLAZING IN DOOR- OLAZINO IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0 THAT THE OWNER CHANOE5, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINOINO, SLIDING AND BIFOLD 120OR5 SHALL BE CLAY BRICK WYTHE5: SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLINO UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 51.0 STAKEOUT I5 TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- OLAZINO ADJACENT TO DOOR- OLAZINO 15 LESS THAN 60 8 IN 7Q.0 LICENSED SURVEYOR. 5TAKIN6 AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY 5ANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 AND BENCHMARKS. VERIFY ALL OIVE14 HVAG DOORS, FRAMES, TRIM, AND BASES, THE LAROE57 ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: DATA ON DRAWINGS. IN CASE OF SYSTEM TO BE DESIGNED BY OTHERS. ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 6 810 12 DISCREPANCY, RECEIVE AND TWO GOATS MGKLU5KY'5 ELECTRIC, SYSTEMS: DOOR IN A CLO5E17) POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FIN15H NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT :2.2.0 24.0 51.0 57.0 45.0 PRIOR TO PROCEEDINO. EXCAVATE ROOMS I$ CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLINO UNIT. R308.4.3- GLAZING IN WINDOW AND BACK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN cl 5Q.FT. (GROUT SPACING) ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 0" ABOVE THE FLOOR 45 IN. O.G. 2Q.o 38.0 4-1.0 55.0 EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF OLAZINO 15 MORE THAN 36 " ABOVE FLOOR AND 52 IN. O.G. 2. 42.0 52.o 61.0 OBTAINED FROM STRIPPING DRIVEWAY 32 IN. O.G. 32.0 42.0 52.0 bl.o AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 511 MEASURED 24 IN. O.G. 54.0 46.0 57.0 67.0 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF OLAZINO 16 IN. 0. C. 40.0 53.0 66.0 71.0 EX1571NO BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- OLAZINO IN GUARDS AND RAILINGS FULL GROUT 55.0 -15.0 c15.0 115.0 z TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUOLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROCKS AND DEBRIS. FIR-50UTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BF-57 AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A50E STANDARD - MINIMUM DE510N ALL SURPLUS MATERIAL THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY 5TANDIN6 OR WAL;KINO DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE ACQ. ALL LAMBERT, DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A5GE7-I6 < SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE I/2 MCKLUSKY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R308.4.6 OLAZINO ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) Q PROTECT ALL TREES WITHIN EIGHT GDX DOUOLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE OLAZINO 15 LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKINO SURFACE OF WY7HE5 THICKNESS (IN mm) 4 6 1 8 10 112 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR 5HEATHIN6 TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIOH75 OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) I.o W BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (155 PGF) 32.0 51.0 efl.0 020 1124. IK WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE 38.0 60.0 8-7. 102.0 124.0 WORK. DENSITY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 133.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 OLAZINO ADJACENT TO THE BOTTOM ETAIR LANDING AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZINO 15 LESS THAN 56" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK 2 PLASTER, ADD 5 Ib/ft FOR EACH FAGS PLASTERED. VALUES ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW PORK UNLESS THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A "DUR-O-WALL" REINFORGIN6 EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATINO SYSTEM. SOLID. MORTAR MIX l-O BE ONE PART SOLID BLOCKIN6 UNDER ALL TAPE JOINT SYSTEM. ALL 5YPSUM -INSULATE CIRCULATING HOT WATER Z Z PORTLAND , ONE PART LIME UNSUPPORTED EDOE5 OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED CEMENT Q FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.I - PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON GEILIN05 UNLESS OTHERWISE PART MASONRY GEMI:NT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND ly PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A - CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLINO UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROOMS, TOILET CONCRETE OCCURS, USE MIN. 160A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A GEILINO HEIGHT OF NOT O NO CONCRETE OR MASONRY WORK JOIST HANOER5 BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPINO FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDINO EXCEPTION: TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: 1. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105 OF OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55OF MUST BE INSULATED TO OPENINO CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATINO MAINS AND RUNOUT5 -I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" (� O WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- 5-iALL COMPLY WITH LE55 THAN 7 FEET ARGHITEGT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE A5TM F20c 140-1&0 0.5 0.i0 2. THE CEILINO HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-1 0 0.5 . 1.5 2 MIN. 5,500 P.S.I. AT 25 DAYS $ 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF 5 I.O 1.5 j] �- PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-150 1 0.5 0.5 1 0.5 1.0 D � .�O SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REOULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO O 0 REQUIRED BY NY5 CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES BEARINO VALUES OF SANDY GRAVEL AWO. CONVENIENCE OUTLETS SHALL FOOTINGS ARE TO BE: A MIN. 8" DEEP' WITH ROD I$ SHELF, ALL LINEN PROJECTING 6" ON EACH 51ME OF THE AND/OR GRAVEL AT 2000 LES PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 (� z PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE FOUNDATION WALL. PfZOVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. (L m DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 56" TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" To 4" FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS I I Lnj SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 20I-250 1.0 1.5 1.5 2.0 Q WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 $ w CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND _ M STEAM CONDENSATE FAUCETS TO BE SUPPLIED BY OWNER (FEED WATER) ANY I.O i.o 1.5 2.0 1 cv O Z 12 AT MAX. 3 O.G. PROVIDE BITUMEN O Z � EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR cV N NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS N Q AND FOUNDATION WALLS. TO BE DOUOLAS FIR #2 OR BETTER z 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 20I-250 I.O 1.5 1.5 2.0 I BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5j Q v iA