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HomeMy WebLinkAbout46494-Z Jzt:c- o�ofFOL,rC.oG Town of Southold 5/15/2023 P.O.Box 1179 o - �' T tiL 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44101 Date: 5/15/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1325 Broadwaters Rd, Cutchgoue, SCTM#: 473889 Sec/Block/Lot: 104.41-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2021 pursuant to which Building Permit No. 46494 dated 6/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for per ZBA#7629, dated 6/16/2022. The certificate is issued to Hughes,Keith&Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46494 1/25/2023 PLUMBERS CERTIFICATION DATED 4/3/2023 atti ck Plumb Otr' e Signature �gOFFQlK TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�oao�s 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#: 47209 Date: 12/9/2021 Permission is hereby granted to: Hughes, Keith 39 Furrow Ln Levitown, NY 11756 To: 200A overhead electric service. At premises located at: 1325 Broadwaters Rd., Cutchogue V d l Q — G AAt d40 SCTM #473889 Ll to Sec/Block/Lot# 104.-11-8.1 Pursuant to application dated 12/9/2021 and approved by the Building Inspector. To expire on 6/10/2023. Fees: ELECTRIC $85.00 Total: $85.00 4L- B&ilng Inspector TOWN OF SOUTHOLD ' BUILDING DEPARTMENT 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#: 46494 Date: 6/25/2021 Permission is hereby granted to: Hughes, Keith 39 Furrow Ln Levitown, NY 11756 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1325 Broadwaters Rd, Cutchgoue SCTM #473889 Sec/Block/Lot# 104.41-8.1 Pursuant to application dated 6/17/2021 and approved by the Building Inspector. To expire on 12/25/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $268.80 CO-ADDITION TO DWELLING $50.00 Total: $318.80 4 "� Bui d' nspector pf SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 �yCOUNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Keith Hughes Address: 1325 Broadwaters RD city:Cutchogue st: NY zip: 11935 Building Permit#: 46494 Section: 104 Block: 11 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Roslak Electric License No: 3677ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures g Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 1 g 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat 1, 200A Panel 40 Circuit/22 Used Notes: Second Floor Renovation & Service Inspector Signature: C Date: January 25, 2023 S. Devlin-Cert Electrical Compliance Form W. Toiwn:Hall:Anneic: :'° Telephone1631}:765-1802 ;:: 5475�1VIain'Road: ;::-.:--, : • - ; Fax:(631J 765=9502 .O.Boxi 1179 Southold,NY 11971.0959 - ' BUILDING.: NT rowiv o> so�rrgor L 1! IEL MAY 0 8 2023 ® OFS� C:ER.T:Y F:LC AT IO`N Date::.........._.: :...:. : .- :3......-.:.: .._ .Budding Permit:No Owner- vg (Please p 'nth f r 9 .. - __.._ -_ .: .:_.. (Please,print) I:certifythat solder:used in:tlie'water:sup-I system:canwins.Iess-than21f&cif 1:%: :lead (Plumbers'Signature)_ Swomlo before me.this 3 day-of .... .. CHELSEA L. CHALONE Notary Public,State of New York Registration#01CH6287106 Qualified in Suffolk County E 'Commission xpires Aug.5,20 Notary:Public, : : _ :: 2S OE SOUI'y0� `I 6 4 1 Q2-,�� TO WN O SOOLD BUI ING DEPT. �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: 4- ,, 9 Af eels Qt elptdnt lrG GtJVI �1"C3� � xr_eaA.� !7� A earl- DATE a DATE INSPECTOR ' SOUIyo`o -- ----- f * TOWN OF SOUTHOLD BUILDING DEPT. • io �ycou0, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: ",c 6 - )aA� 4r L I 4 m �-�- DATE bl 31 boy, INSPECTOR d+�0d 71a dna $ A aft a -7) — aaa .��! — — C a Y f i nfit d �'Lr✓� a 1 ` N • • I!! 1; ` +©+ TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ) FOUNDATION 1ST [ ) ROUGH PLBG. \ ` ` FOUNDATION 2ND INSULATION/CAULKING [ ) [ � i ( ] FRAMING/STRAPPING [ I FINAL !�� FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ] [ ] \� ( ) FIRE RESISTANT CONSTRUCTION [ ] [ ) ELECTRICAL(FINAL) ( ] ELECTRICAL(ROUGH) [ 1 PRE C/O [ ] RENTAL ( J CODE VIOLATION 1 / REMARKS: � . 1. �L f� f x a D IV/ MAY 0 8 2023 �n►�oto r i 4. ;r 4 i r � 6R y y r .._ _ - '``� � :r :�,� .� �• A '� 1�I, �.. O —� '"f `• ��: J 1 �, •�1 fin-sS - � � �� I � � / � � � v-b. \ � � 7 �t < .-' �, . . .. � � � r„ „ .p-. F` ` i i `).. :. _ l _ . �-.a_--a �� fir_ ' _ .. a ..5. ./; > t - - ! %; r ka - t--� �� r i � r. � a - • r � f ♦ • '• �. .moi• ��.1q�'..`�•� �``� 1.���L:,i ,'• - '. • '!�•' *� �.i a • .fir � t.:•' '-• � •.• F I , •�' CHITECT MARK SCHWARTZ &ASSOCIATES 28 F95 i\�i,tin Road• PO Box 933•Cutchoguc, iNN'-11833 I 631.734,4185 wwwtmksarchitcci.com I () � �' March 30,2022 j Mak r2 IBUILDING DEPT. i TOWN.OF SOUTHOLD Southold Town Building Department 54375 Main Road ' Southold,New York 11971 Re: Hughes property y 1325 Broadwaters Road Cutchogue,New York r Permit#46494 . , To whom it may concern, I have been on site to observe the framing,,strapping,rough plumbing.with pressure test and the insulation/caulking installation. This work has been completed as per plans and meets or,exceeds NYS Code. Please call this office with any questions you, yhave. Sincerely, W. {�''• � h�A •fir'���� ��� +; t Mark Schwartz 'AIA r.lt u:'rSr:,,,IrF.t-Fttu,;,1 '!f'-I IRiljlitF �' Eak End Insulation 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION DATE OF INSTALLATION: 03/03/2022 PROJECTINFO Keith Hughes 1325 Broadwaters Road Cutchogue, NY 11935 • ft-sq16 ® 0 ROOF(ATTIC) 2LB Closed Cell 5.5 Nominal R-38 Spray Foam Inches @ R-7 Per Inch ------------------------------------------------------------------------------------------------------------------------- ROOF(VAULTED) 21-13 Closed Cell 5.5 Nominal R-38 Spray Foam Inches @ R-7 Per Inch ------------------------------------------------------------------------------------------------------------------------- ABOVE GRADE 21-13 Closed Cell 3 Nominal Inches R-21 EXTERIOR WALL Spray Foam @ R-7 Per Inch 2X4 ------------------------------------------------------------------------------------------------------------------------- MAR 14 202 BUILDING TOWN OF SOUTHOLD DATE OF INSTALLATION OF FIRE BLOCK:03/03/2022 I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes. Authorized Sianature FIELD INSPECTION REPORT DATE COMMENTS l ro t� FOUNDATION(1ST) ------------------------------------ C FOUNDATION(2ND) t�1 �Z J0 ROUGH FRAMING& y 0 PLUMBING "C 1 - r INSULATION PER N.Y. ►�3 STATE ENERGY CODE rZAjAn Lq FINAL J ADDITIONAL COMMENTS . LUL sv � 15 22 •e L Z : - Ajceej r ev� ,m dux-- -E, / 0Z3) 7 / N � h l � N z x e b H �o�OgOFFO(k�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 • ;o� Telephone(631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ,F F r Office Use Only JL -7 4#br:I ' PERMIT NO. Building Inspector: Applications grid.formsmusYbe'filled out in their entirety:'Iricomple#e. ". ;applications--will not;be.accepted,;Where.the-Applicant isnot th_e-o_w_ ner,an- : Owner's Authyorizetian form(Page 2)shall be completed Date:03/01/2021 - ^_EnWN�e tcVR / R11Y'` - - - - - Name:Keith & Ellen HughessCTM#1000-104-11-8 Project Address:1325 Broadwaters Road Cutchogue NY 11935 Phone#:516 650 9958 Email:khughes55555@gmail.com Mailing Address:same "'.CONT CT PERSO Name: Mailing Address: Phone#: Email: DESIGN:PROFESSIONAL-INFORMATION Name:Mark K. Schwartz AIA Architect PLLC Mailing Address:28495 Main Road Phone#:x31 '34 4185 Email:mksarchitect;,Wol3toiliiie.i iei :CONTRACTOR,INF..ORMATION: -= Name:Bay-Creek Builders Mailing Address: ils P.O.Box.602 Cutcho ue NY 11935 Phone#:631 734 6270 Email: ttsC S i iN:i°iuN"�CiF'PRui; S O' "uN5 TRU '� unix--�_` - ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Li A M. n w Intended use of property: Zone or use district in which premises is situated:/c Are there any covenants and restrictions with respect to D this property? ❑Yes ONo IF YES,PROVIDE A COPY. b:heCl-8,0k,After ZMa. ioeriisraspam:biafraildoi.ogaarystm.:----aterissues asp=s-..edbf Chapter 236 of the Town Code.APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Sufolk,Countyr,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements rade herein are punishable as a Class A misdemeanor pnr-coarct to SacLbn 330.45 of the Nay York ate Penal Law. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF v ER 1.4�- y . Hr� r)�' �ff� I 62ing d'vijj S4JGrn,dEpO5c5 and Says that(Sliiie i5 the applicant' (Name of indivi uai signing contract)above named, (S)he is the (Contractor,Ag nt,Corp rate dicer,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 day of .2D Notary Public a 1`ahrPEK6 & 0,11PU N1r�.�Gc AUT H OC"cZA.i I'G�J N (Where the applicant is not the owner) i, / residing at_ W! Ml 3 do hereby authorizelo1 Aej�&1! &5 to apply on Tmybehalf to g f Southold B ildin artment for approval as described h ein. �a� 02� Owner's Signature Date Print Owner's Name iI ' 2 1 I TOWN OF SOUTHOLD—BUILDING DEPARTMENT 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.southoldtownny.gov pPR6Date Received APPLICATION FOR BUILDING PERMITVA L For Office Use Only PERMITNO. Building Inspector: k AV I DLEC _ i 2021 f� GU I u Applications and forms must be filled out in their.entirety.Incomplete" BUILDING DEPT. applications will notbe accepted. Where the Applicant isnot-the owner_,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. . Date:11/29/21 OWNER(S)..OF PROPERTY: Name:Keith & Ellen:Hughes SCTM#1000- project Address:1325 Broadwaters Road, Cutchogue NY 11935 phone#:Dues 516-650-9958 Email:khughes555559gmai1.com Mailing Address-1325 Broadwaters Road, Cutchogue NY 11935 CONTACT.PERSON: Name:Keith Hughes Mailing Address:1325 Broadwaters Road, ,Cutchogue NY 11935 phone#:516-650-9958 Email:khughes555559gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Mark K. Schwartz AIA Mailing Address:PO Box 933,Cutchogue NY 11935 Phone#:631-734-4185 Email:mksarchitect@optonline.net CONTRACTOR INFORMATION: . Name:Doug McGahan Mailing Address:PO Box 602, Cutchogue,.NY 11935 Phone#:631445-4763 . Email:dougmcgahan@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION " El New Structure ❑Addition 17Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes 99 No Will excess fill be removed from premises? Byes ❑NO 1 PROPERTYINFORMATION Existing use of property:Residence--- Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. B Chei. ck Box After Reading: The owner/contractor/design professional is responsible for all.diainege and storm,waterris3ues a3 provided by Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit.pursuantto 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors-on premises and in building(s)for necessary inspections.False statemer`itsmade herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.- Keith W. Hughes ❑ BOwner Authorized ent Application Submitted By(print name): g Signature of App Date: STATE OF NEW YORK) I/ COUNTY OF �V d"r0�K ) ►�l e Yi~l yV G 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 �! day of !Vd✓Pi%+tJL'� 20 21 N4#ry P blit JONATHAN D. FOGARTY Notary Public•State of New York PROPERTY OWNER AUTHORIZATION NO.01 F06241421 ( hh Were tea applicant is not the owner pp h ) Qualifed in Suffolk County My Commission Expires May 23,20 3 residing at /U l —7 do hereby authorize to apply on my behalf jq the T n of Southol Building Department for approval as described herein. wne gn ure Date Print Owner's Name 2 kkDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Ov 3 Tbwn all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 eoE%gj,ephone (631) 765-1802 - FAX (631) 765-9502 ToWN OF�l1Tt 1 roger.richert(@-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� c y2_ Date: 2j2.( Company Name: t Name: License No.: email: e: Address: Phone No.: �� ) 3 L%—�'� 67 JOB SITE INFORMATION: (All Information Required) Name: if1,(�,.e'H F..��/y,^ Address: 3— i✓1f7 s-'�.s(4 o�(.F VLA r Cross Street: V'-i 11� Phone No.: a 3l) 7,:? -�-27T Bldg.Permit#: �t 7 a 0q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: fES NO Rough In Final Do you need a Temp Certificate?: NO Issued One" � �2• a- Temp Information: (All information required) Service Size 13 3 Ph Size: __,2�____A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /1` OD 82-Request for Inspection FormAs BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD q00 Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerta,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: '�; ys.� _ ��2_ Date: ' e a0 Z. Z, Company Name: l s'l-.,"t t Name: r7 I (�o s L A -- License No.: -:3 4 ' Al /` email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: � ,�,/ ,g`,( email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �4iZ a Circle All That Apply: is job ready for inspection?: YES / NO �gh Final Do you need a Temp Certificate?: YES �00 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION for Inspection Formals 82-Request p �� Town Hall Annex ; Telephone(631)765-1802 =' Fax(631)765-9502 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 V c� .� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYRE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: © (2, Owner: -� Location of Property: Please take notice that the (check applicable line): flew commercial or residential structu - — Addition to existing commercial residential s ucture Rehabilitation to an existing commerc a 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 (FR) Signature: Name (person submitting this form): MAEs���� Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 14, 2021 TO: Keith Hughes 1325 Broadwaters Road Cutchogue,NY 11935 Please take notice that your application, dated December 1, 2021, in conjunction with BP#46494: For permit to: construct dormer addition to an existing single-family dwelling at: Location of property: 1325 Broadwaters Road, Cutcho ue,NY County Tax Map No. 1000 - Section 104 Block 11 Lot 8_1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 64,713 sq. ft. lot in the R-40 District, is not permitted pursuant to Bulk Schedule, which requires a front yard side setback of 50 feet. The construction will have a minimum side yard setback of 43.2 feet. Z' Authorized gnature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road - P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Office Location: Eric Dantes n Town Annex/First Floor, Robert Lehnert,Jr. ® �� 54375 Main Road (at Youngs Avenue) Nicholas PlanamentoSouthold, NY 11971 h. ,�'ti :. r(( ; -ti r••,,. f. http://southoldtownny.gov ZONING BOARD OF APPEALS PP.K C E'a V E D TOWN OF SOUTHOLD )022 `, Tel.(631) 765-1809 •Fax (631) 765-9064 J u ra z 3 2022 T. FINDINGS, DELIBERATIONS AND DETERMINATIOSouthold Town Clerk MEETING OF JUNE 16, 2022 ZBA FILE: 7629 NAME OF APPLICANT: Keith Hughes PROPERTY LOCATION: 1325 Broadwaters Road, Cutchogue, NY SCTM No. 1000-104-1 1-8.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 28, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 64,713 sq. ft. property located in an R-40 Zoning District. The property had a road frontage of 294.29 feet along Broadwaters Road, then turns southeast for 236.00 feet to the rear property line, then turns south for 251.43 feet, before returning 240.00 feet north to Broadwaters Road. The property is improved with an existing one- and one-half story residence with an attached garage, an attached screen porch and wood deck in the rear and an attached covered porch in the front, as well as frame shed in the rear yard. All is shown on Survey prepared by Nathan Taft Corwin, III, L.S., dated March 17, 2022. BASIS OF APPLICATION: Request for a Variance from Article IV, Section 280-18; and Building Inspector's December 14, 2021 Notice of Disapproval based on an application for a permit to construct a dormer addition to an existing single-family dwelling; 1) located less than the code required minimum front yard setback of 50 feet; located at 1325 Broadwaters Road, Cutchogue, NY. SCTM No. 1000-104-11-8.1. RELIEF REQUESTED: The applicant requests a variance to construct a second-floor dormer in the front of the house with a front yard setback of 43.2 ft where a 50 minimum setback is required. ADDITIONAL INFORMATION: The single-family residence currently exists with a Certificate of Occupancy dated July 1986 (#Z14672). The existing accessory storage shed has a Certificate of Occupancy dated July 1982 (#Z1 1083). The current construction on the second floor of the house is being done under building permit# 46494 issued in June of 2021. The second-floor area will be finished space used for storage. Page 2, June 16, 2022 #7629, Hughes SCTM No. 1000-104-1 1-8.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dorner is proposed at 7.4 ft behind the existing front setback of the house and the design which will allow natural light is consistent with the dormer on the opposite side of the house. Therefore, there will be no change in the current front yard setback and no change in the character of the neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The proposed dormer sits within the current front yard setback but is behind the current first floor setback. Therefore, any work to the front of the house would require variance relief. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 14% relief from the code. However, the proposed work is to take place on the second floor of the house, in more conformance than the existing first floor which would require a 29% relief from the code if constructed today. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor dormer while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento, and duly carried, to GRANT the variance as applied for and shown on the Site Pian and Architectural Plans (Sheets S-1, A-I thru A-4) prepared by Mark Schwartz, Architect, dated March 23, 2022. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3,June 16, 2022 47629, Hughes SCTM No. 1000-104-1 1-8.1 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or fitture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one, (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) I Leslie Kanes Weisman, Chairperson Approved for filing //7 /2022 o�oSUFFoc,�c BUILDING DEPARTMENT-Electrical Inspector C, < TOWN OF SOUTHOLD % • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,, 0� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date I 2021 Customer Name Electrician Name AddressC Gh® one S72� e-mail e-mail � n t,-e Phone License# Size qPVA Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da th(!jdAte4bove. Authorized by �gtlFFlak BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertc(t.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: e' �O 'Z Z, Company Name: 1?, Name: License No.: Address: Phone No.: 7.3 L/-sem7 0 JOB SITE INFORMATION', (All Information Required) Name: Address: j3� ,�' ✓�20�� y✓ATF-le- 12� Cross Street: Phone No.: -/-.3f 73 ip Bldg.Permit #: !VZ 94 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That'Apply: Is job ready for inspection?: < YES / NOough Ir Final Do you need a Temp Certificate?: YES � 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 Reconnected - Underground -- Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH-APPLICATION ^�,1� 82-Request for Inspection FormAs PERMIT# Address: wi ches I S t Outlets GFI's 1 Surface Sconces Pf!)III HH's I UC Lts Fans ( I Fridge HW Exhaust I Oven Dryer Smokes I I I DW Service Carbon Micro Generator Combo( Cooktop Transfer AC AH Mini,.., l f ` 'N � t Special: ��/� I Commentsr-C 4115/23,1:16 PM Gmad-Hughes Peimit 46494 Inspection photos r a}l Keith Hughes<khughes55555@gmail.com> Hughes Permit 46494 inspection photos 1 message Keith Hughes<khughes55555@gmail.com> Sat,Apr 15,2023 at 1:05 PM To: Doug McGahan<dougmcgahan@yahoo.com> Cc:Keith Hughes<khughes55555@gmail.com> Bcc:Ellen Hughes<kemlkh@gmail.com> Doug, Hope all is well. Attached are the Permit Inspection Comments(Electrical&Generan.for our Permit#46494. Also attached are copies of the wokr done to satisfy the comments. 1.Electrical>Sean D 12523 a. Fire Alarms from Suffolk Security added to 3 bedrooms and upstairs hallway. Approved by John J.Jarddin 3/3123. b. Breaker 20 Arc Fault>Copy Attached. 2.John Jarskin 3/31/23 a.Handrail on Original Stairway up stairs>Copy Attached. b.Electrical Certificate>Based on the above. c.Plumbers Lead Golden Certificate>Copy Attached(thanks for getting this). d.Protection of Equipment Pole(HVAC Unit).Attached. Thanks a lot for your help and let me know if you need anything else. Keith 6 attachments 77 Electrical� Ins 25 23:coon 1- 1P9 3571KRZ Zu awavccida—. Building Inspection 3-31 231Pg 2432K htgm//mail.gwgle.camlmaillu/0/?iWOd76bablf&view=pt8tsearch-ll&permthid=thread-ar5991802661519672894&simpl=nsg-a:r5993455140441389726 1/2 `\., : 444P oPr Poops Ty ire. SU,QVEY*0 Pac. ' F�--4m<f , 5 2r 94:- NA S54U tot ti o f =36•u v TowN o= j-rpia oXY Uj � � � V I ConC.W�•L r d w 'ya � � I � O T � 294 munsbvp s skoWIrvftI 40"Atrad M �AfdnSou Pb+MF}ifV few it*" suffam.C"r*j Chid ws . � - � - --- .. `• o�ics Q� Malp Alo.lgaf,. ' I gar � ' 4 concr.curb . x 4 W 'j*d* I K� I UNAUTHOgIZW At OR A . LL VV �O 7HI5:6URVEY!S A _ VIQ{ATH3ET Q[� SECTION•7209 OF•TNE YORK SIAM EDUCATION'LAW. OF THIS SURVEY MAP NOT KAMM tV THET.AND WKVEYOR'S-14M_SEAIOR tu ENE�pSSLD 3EAl SHALL.Wbj Ilk CONSMEM"' = TO! A VALID WE CbPY- t GUARANIS INDICATED HEREON SHALL tum -ONLY TO THE PE;SON I61t WHOM THE SURVE'1 1..OT z 9 z IS PREDARED,AND ON NIS BEHALF TO'THE f TITLE COFdDANY,u'OV;QJMiNTAL AGENCY AND (a,; LENDING INSTITUTION LISTED H:REON,AND `L TO THE ASSIGNEES OF THE LENDING INSTI. -' •.L` (lf� Z TUIION.GUARANTEES ARE NOT TRANSFERASU • V'$ a. _} TO ADDITIONAL INSTITUTIONS Olt SUSSEC ad? ' ; 1 OWWm. I 1 Alpe. �2 1977 .,�J�� .�.� •y,Vis• � L o-r R-oDEOrCIC VAIV 7Lr4..,E?C. Vs L;te lSed Larnd Sc�r'wyo►•4 61-off"l.owf Now YdWk d `g AFS oir PI OyP f2`T1r' h •� _ .. .:c .. • .... Wr j ••JYQSSAw RUA M- A � f - . 01 WOWAI 01= 50U-rN0,(.0iW /8'r O ►' r : . , .,..... - � 2. .�..::.. o�t1�^ - s1►ow�r. r+lig �. ..• - .. =�Q,, i flAed..i,.tr t+ aht.:Goeir Gfi�pn%i�'a sFr A!o / � 9 4, 3 Z Q f�tddft .: ..._ �: 61 ., ;" �•{ �} i MAW. QW ALTFRATION OR:AppgwM ' TO THIS_WRIM h,A YI(� Ipy 9[s 4 t _ -S"ON-420 OF?HE j%w Yorx Siler TION'LAW. `` '' ..... ELItICI► '' COMES'OF TfHS SLww AMi qt T MAM: THE.TANA.SUgYETOR'S d*W4EAL OR EI DSSEp-SEAL SHALL,)jbl R£CpNSjp(!p:' iE A VALID ImIE Gbit; GUILRANTES 1NDICATEn HEREON SHALL RW. 7' ONLY TO THE mSOg EYTR WHOM THE'SURY!'i z 9 Z IS iRE AftD•Mp Ojf HIS*BEHALF 70'THE TITLE COPAPANy;.u'Oy„gt�yMAl.AGIi:CY AMC (1} LENDING IMMUTION USTEED�I:REON;AND' ¢�y}� TO THF ASSIGNEES OF THE lDWM INSTj. T"ON-GUARANTEES ARE NOT TRANSFERA U 1 �ONAL INSTWAR)NS OR WMEOU&n ow"77 - 's; rvtrd A�r✓. /2, 1977 . ^s �> • Loi- Z9! Rzoe xx VAN 7TjYL-,E?C, LiCe.Tsed Land 5ur'"Ceo IGrdwnrort — IYtw York SCTM # 1000-104-11-81 ' S0" W 251.43 DESCRIPTION: AREA: COVERAGE: S 25° 07 PROPERTY: 64713.0 SQ.FT. 1.49ac EXISTING HOUSE: 1594.9 SQ.FT. 2.5% O !i 0 A `O A N EXISTING GARAGE: 637.1 SQ.FT. 1.0 M O EXIST.SCREEN PORCH: 130.9 SQ.FT. 0.2% O PG EX.COVERED PORCH: 116.0 SQ.FT. 0.2% G�. EXISTING DECK: 628.9 SQ.FT. 1.0% EXISTING SHED: 96.0 SQ.FT. 0.1 O� TOTAL 3203.8 SQ.FT. 5.0% W 3 aWW x ¢z METES&BOUNDS BY: NATHAN TAFT CORWIN 111 E:�T SURVEY DATE: MARCH 17,2022 EX PAMO �� 0 w P4 d o.aco V] Cq on sHwR N EX DECK in Q cv «° a PORCH �z OPIEN sa.a PORCH GARAGE w n GEN Y EXTY NG HO In 1.1/1 SN HOUSE w M PROPOSED EXHTING DORMER ••• / ••••• DRIVEWAY m P .�S t O IX.COVEREO PORCH O O" A O 6B IA EXY ONE 04 a Bldg Dept copy from ZBA y z Fina;revie��ed d�� �ments u ry iZBA Fie# Lw3 �.� 'Date: / f / Q�- p •� _ —.--------------------_ —. X1'2-8°,2Z 40" E 15 Q' N 25° 34' 10" E 139.29' �. BROADWATERS ROAD t r I V1 .f� io SITE PLAN Opp.. =' SCALE: V = 40'-0" --NH/MS SCMF srur_mx SHECETNUM°ER S-1• O - A _ A W o � O O ®11 I= EED311a LEII PROPOSE® WEST ELEVATION x Ewl SCALE. 1/8 - 1-0 w 3 g 0 oho N �z E Bldg Dept copy from ZBA Final reviewed documents ZBA File # --7 U Date: / f0 /ao 3 .c 0 C, ®®® ER 0 �M EEF NS a EXISTING WEST ELEVATION SCALE: 1/8" = V-0" Y• i�f DRAWN:MHIMS 387/2022 SHEETNMOER: A-1 O A W O a o a wo� a �3 ww PROPOSE® NORTH ELEVATION 3 SCALE: 1/8" = 1'-0" o �z iso C� N w c Bldg Dept copy from ZBA a Final reviewed dffments ZBA File*` d v��' ®M ®® Date: -4 w e a EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" A� •, DRAWN:MH/MS scAi p. JOB M. vzv_on SMTNUMBM A-2 O . A A rn O O a ¢fid x3z BATH PXISTING BEDROOM EXISTING BEDROOM .NM-+Z wMNer I DNI BLT IN S� N ycy ---------------- =7 ---- —i-------- ------------ w o - w ira:sws�LBFnM(wiz�rovergirAeoL�ti%u•�•�• 1 1 a' I 1 p I 1 1 il;XIST.BEDROOM 1 u I zX 66m c 1 !?i LL45Fz 1 1 l ��v I I 1 1 1 iw� I ATTIC I 1 1 Bldg Dept copy from ZBA • •� �i I 1 Final reviews documents �, 1 0l I ZBA Fie Q a: ER7 WI I WI Date: u ~I 'cl cl HI � dd EXISTING 2N ® FLOOR PLAN SCALE. 1/8 - 1 -0 ``e X, DRAWN:MH f MS SCALE: Ly tw los a: *z � X 23 • SHEETNUMBER: A-3 O A A O a, a 1Ww 0 � A moa EXISnNG BEDROOM GQ d v'1� BATH EXISTING BEDROOM ^'z DN ' BLTW � C O 16-21h" 5•-0". ALL UNDER PSFORM m G 2,:,a --------r------- _I _—_ _ —r RAISED PLATFORM i' AP0X.3TAFF T. a 2Q= 1 1 I I I I 1 Bldg Dept copy from ZBA IF`�3 Final revie 2d do ents I 1 — — — — Jz>zT6NdR I 1 ZBA Fil #��P`� TCN EXISTING DORMER Date: I 71X60321 E 6'-7" U INSTALL DBL RX6 UNDER DOMER NOTE 0 TO INSTALL OL'ER EXISTING STEEL GENERAL CONTRACEORTO VERIFY AND ADJUST ALL DIMENSIONS 1 ATTIC I I AS REOUIREDTO MATCH EXISTING WALLS AND ROOF LINES WM I I I � IL n1 Ln PROPOSED 2ND FLOOR PLAN y SCALE: 1/8" = 11-011 r DRAWN:MH/MS SCALE JOB N: SHEETNUMBER: A-4 Fwd:FW:HUGHES-ZBA set for review...-khughes55555@gmail.com-Gmail 12/16/21,3:39 PM YD, PROPOSED J DORMER �c�� WEST ELEVATION SCALE:1/8"=1'-0" cV F-O C*I1 CN J � O `u ` NORTH ELEVATION `/gypqj� '' SCALE:1/8'=1'-0" https://malI.google.com/mail/u/0/#label/Cutchogue%2FUpstairs+Remodeling/FMfcgzGIICcNJDgBFDQQVWKJVsrjMPTq?projector=1&messagePartld=0.1 Page 1 of 1 SCTM # 1000-104-11-81 DESCRIPTION: AREA: COVERAGE: W PROPERTY: 64713.0 SQ. FT. 1.49ac EXISTING HOUSE: 1594.9 SQ.FT. 2.5% ^O EXISTING GARAGE: 637.1 SQ. FT. 1.0% F� EXIST.SCREEN PORCH: 130.9 SQ. FT. 0.2% W EX.COVERED PORCH: 116.0 SQ.FT. 0.2% O EXISTING DECK: 628.9 SQ,FT. 1.0% O EXISTING SHED: 96.0 SQ.FT. 0.1% ^�^ S 250 07' 50" W 251 .43 TOTAL: 1 3203.8 SQ. FT. 5.0 METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: MARCH 17,2022 O C) %d �" o F-1 z W � � o a ROOF AREA:76.2 SQ.FT. � Q AT 100%WATER RUNOFF:13 CU.FT N E) (97.2gal) PROVIDE(2) NDS FLO-WELL UNITS �j (24"X24"X28-314"ea.) z DRYWELLS CAPACITY:100 CU.FT. (TOTAL[50g EAI) [ALT.:Sdia X 2'DEEP DRYWELL(18.84CF CAP.] OGEE GUTTER-STANDARD 5" o EXIST. EX.PATIO RAMP SHED NOTES. t-1 1).EXECUTION: N v A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 011 C� aJ V i O.D. 2).PREPARATION: X V SHWR A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O m +V EX.DECK / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR m O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDMONS. r••I p, V BRCO C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O X O tt EX.SCREEN METALS WITH PROTECTIVE BACKING PAINT. '� V, PORCH GARAGE ` V 3.INSTALLATION: cz " u AC ❑ .• A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O DD \ Q 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 44 �O (v 53.3' GEN Q 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 5 0 EXISTING a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND V cn v ^ 1-1/2 STY HOUSE O ACCESSORIES. N 1/1 B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP]DINT �j c^i E aJ l CONNECTORS. Lr) U co M PROP 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL d+ Q DORMER ••• %�� ••••• EXISTING ^, CONNECTION WATERTIGHT. 00 a! C v DRIVEWAY • V G EX.COVERED PORCH DRY WELLS TO BE 10' MIN. 4).PROTECTION: 0 W A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. EX.STONE o AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL (� N COMPLETION. 00 0 0 10 0 unN a z E=Wi w E 15 .00-'- o N 25 34 10 E 139.29 B ROADWATERS ROAD N 1 �k- It. �� SITE PLAN ® � �.INSCII SCALE: 1" = 30'-0" - 0 DRAWN: A,-) r� � l SCALE: # JOB#: r�J` y7 7/12/2022 �' 1 '� SHEET NUMBER: S- 1 W w Q Q w ,O W rFIEHLUL0 FFF FFo � WW � ¢ z W Q H o 0 a PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" z 0 cri N � O cn � Qj v o m e•-d ate+ = Oyy - - - — - — - — - — - — - — - � � 4� tt in n W UI) lit W cn -N V � V W I �• ',�\ SLS �� �� C� DRAWN: G' SCALE:PROPOSED NORTH ELEVATION JOB#: SCALE: 1/4" = 1'-0" ,� '*,,� . 7/12/2022 SHEET NUMBER: A- 1 y►3 W w 0 Q Q 0 w Q � O O � � W W z W � � � � o z EXISTING BEDROOM BATH 0 EXISTING BEDROOM N v X m m v v HIMNEY/ o u X DN � � O � Cl. Z W 4J Lr) '' \ 16-2'/i" 5'-011 Lmn cu 011 U) ' WALL UNDER PLATFORM _ _ _ I00 ttt I ( i 2�-6" T - - _ _ _ - - - - - - - R I I I I i W H ISED PLATFORM I STORAGE i EXIST. BEDROOM i U Fl> A EX.CLOSET I I 0 I I I I I I i I I I J2)2X6- jj�,2 x6- 16"o-_—_--_ -- ----1-------------------- ---- -----— — —---------- (2)2X6 HDR bTCH EXISTING DO>, MER WD ' TW3032 EQ 6'-7" I I EQ INSTALL DBL FX6 UNDER DOMER A NOTE: N435/ TO INSTALL OVER EXISTING STEEL ? 5 GENERAL CONTRACTOR TO VERIFY AND ADJUST ALL DIMENSIONS �! ATTIC I I J AS REQUIRED TO MATCH EXISTING WALLS AND ROOF LINES(TYP) Q� I I � ' I I PROPOSED 2ND FLOOR PLAN SCALE: 1/4" = 1'-01' '"`. i,rC yM� DRAWN: SCALE: =.t JOB#: 7/12/2022 SHEET NUMBER: A-2 F-� w O Q Q C� 0 W a w Q o W � � � o i � P z 0 v o O tP c3" O O Q� tXC O �V C, �A EXIST. m U m CHIMNE dam'00 N .— W 0 N o �° mX0 CN m / I ZX@ 6FOCR t!) / rYi 12 � � 4 DRAWN: JOB#: 7/12/2022 t SHEET NUMBER: ROOF PLAN SCALE: 1/4" - 1'-0" "���� � '�'� A- 3 2X8 Generated by REScheck-Web Software RIDGE 12 Compliance Certificate 7 w Project HUGHES 2X6 CJ @16°OC D0 Energy Code: 2018 IECC Location: Cutchogue, New York OH TO MATCH Q Construction Type: Single-family EXIST. W Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: O Permit Number: ^ F� Construction Site: Owner/Agent: Designer/Contractor: O 1325 BROADWATERS ROAD n/ CUTCHOGUE,NY F� Compliance: 7.1%Better Than Code Maximum UA: 14 _ Your UA: 13 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies w Q Ceiling:Flat Ceiling or Scissor Truss rd aluL 7 21.0 0.0 0.047 0.026 0 0 Wall:Wood Frame,16"o.c. 177 20.0 0.0 0.059 0.060 10 10 r3 Window:Wood Frame W SHGC:0.31 11 0.300 0.320 3 4 Z Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other W [� calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Q '7 REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. O Name-Title Signature Date N rn EnZ A DORMER SECTION 3 5 SCALE: 1/2" = V-0" CD Project Title: HUGHES Report date: 07/12/22 m o +' Data filename: Pagel of 1 � 0 9 CIS w u ' ' too a� v � � 0 P4 d+ u 4 4 � AIS u m Ln U r' �- rn n 2 � °' Q) Nr3 :12- s e I^1 O ® ® ® • •• • s T, FASTENER TYPE: SPACING Ll W No 8 WOOD-SCREW BASED ANCHOR WITH 16'OC Ln.EMBEDMENT LENGTH No.10 WOOD-SCREWS ® e• ° ~ BASED ANCHOR WITH 16'OC ® ® O An.EMBEDMENT LENGTH n. 21n.E A IHOR WITH r^ BASED ANCHOR WITH 16'OC rV�/J� Zn.EMBEDMENT LENGTH VJ ® ® 1 S14'APA PLYWOOD 1/2'APA RATIO SHEATHING SHEATHING-1 L 0-- GRADE PLYWOOD • N (ALTERNATIVE:7/16'0 S.8) ® ® 1/2'APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16'0.5.8.) ® ® FASENERTYPE- SPACING: 2X4 OF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10'OC ® ® V) WINDOW SILL hn.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No 10 WOOD.SCREWS •° • �+ BASED ANCHOR WITH 12'OC PANEL SPAN EQUAL OR SMALLER nn.EMBEDMENT LENGTH THAN 4 FEET 1/Mn.do LAGSCREW BASED ANCHOR WITH 16'OC tin.EMBEDMENT LENGTH s TYPICAL DOOR OPENING MULTIPLEP YN pOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH B'oc AND NUTS 0 2'-0"O.0 211 EMBEDMENT LENGTH REWS TYPICAL MULTIPLE OPENINGS BASED NCHORCOD WITHI EASED ANCHOR UEN 9'OC 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/4'n.eA uwsCREW BASED ANCHOR WITH I6'OC THAN 8 FEET 2.n EMBEDMENT LENGTH k� .�•..�' AMS�,. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL t AS PER SEC.8301.2.1.2 NYS CODE: PROTECTION OF OPENING � ' DRAWN' �' �{' SCALE: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUI'_DINGS.PANELS SHALL BE PRECUT TO ;p esti q�,,.,✓� "� ��, JOB$l; COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TAB-E 1609.1.4 OF N.Y.S.RESIDENTIAL , CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PREiSURE UPGRADES WHERE APPLICABLE. 7/12/2022 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ry y I ,�• S t^ t+y SHEET NUMBER: it Y , -4. j w WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. /O Q KING STUDS ` V1 ENDWALL WALL STUD RAFTER O CRIPPLE STUD q BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB O DOUBLE JOIST SIDEWALL RAFTER JACK STUDS F� FLOOR USP NUMBER DESCRIPTION APPLICATION �t 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 I-1/4"x12" 20ga. S1RAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024'OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR rT, RIM BOARD CRICKET AT TOP-SIDE OF AS REQUIRED w CHIMNEY VENTILATION CHANNEL Q RAFTER O,,/ SILL PLATE(S) WALL SHEATHING RAFTERS tMAI,NTIN W O " " '• SIDE WALL FLASHING TION O WOOD JOIST cn FOUNDATION04 BLOCKING TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING [j] STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST T^ iFii AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A V1 AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER W �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ��......jj INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH Q ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V. INCH IN DIMENSION. NTIN. SOFFIT/ EXT. PLYWOOD O a FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN 4NCHOR In Q� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND N cn INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS M 14" - 16" T—TTA371-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN 4NCHOR EACH RAFTER SOFFITED EAVE DETAIL .•I ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O e-+ _ WOOD JOIST N C) m 4 �- O TOP PLATE GIRDER/HEADER XO Lr) v SIDE WALL FLASHING m 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD .... i•. FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS [CS O AS TO FORM DRAINAGE CHANNELS AND }I INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ,� z V 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRF-MANUFACTUREDRIDGE VENT FOLDS pip Q)HIN \ ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 00 CONNECT EACH FROM PEAK TO ALLOW FREE �-+ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. �'•� dr V INSTALL 4'0" O.C. RAF-ER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS O 8" - 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE / . / 9 CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS u m ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATE' TO EACH STUDLo U ON rr) DBL. SILL PLATE I CZ ,Q TERMITE SHIELD _ r' SUBFLOOR N E v SILL GASKET WOOD JOISTS 0 W r NEOPRENE 4•+ T CONC. SLAB GASKET f 2x6 2x8 CONTINUOUS WOOD PLATE P-4DAMPFOUNDATION PROOFEXTERIOR 6 MIL. POLY • V, ' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL p 1/2 " DIA. BOLTS ® 48" o.c. STAG. • V STEEL COLUMN ' A .1 CONC. SLAB • 4 • C 'p ° •�•e ` i ROOF JACK \� STEEL BEAM W �•e n 1,p ANCHOR BOLT EMBEDMENT: �� I)1 E•1 p V COMPACT FILL e :° r POURD CONCRETE: 7" 4" x 1/4" x 8" STEEL IBLOCk WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE I.y KEYWAY FOOTING e A • p ~ ^ / U e V C�'D .• a CONC. FTG. C FLASHING AT r WITH 1 2" x 6" ANCHOR BOLT 'p A'p o' SIDES AND TOP • '� ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2- GROUT � (USP IBPS58 OR BP583) / O 0REINFORCING BAR DIA. ANCHOR BOLT 3" STEEL COLUMN _ DRAIN TILE FOUNDATION 5;8"p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS � � ( 10 KIPS ) fir• SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC ap SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL N TYPICAL CONC. FOUNDATION. APPLY MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE R FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING H WHERE NEEDED FOR STRUCTURAL BRACING. IP•T"� F�1 ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRAD[ 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL r—SUBFLOOR CONC. SLAB DOOR FRAME U 6X6 10/10 GARAGE o-_JOIST COMPACT FILLILL DOOR USE 2X8 STEEL BEAM W FOR BLOCKOUT �•1/ 4" SLAB P.T. PLATE 11/ W/ 6X6 NAM SLOPE // _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' •,p 1/2" AIR SPACE 1 • .-SM` 7 1 2» : (WITH A NAILING PLATE IF NEEDED) • AT END AND a• .' .,p n• • TO BE APROX. 1/2" OR HIGHER THAN q STEEL BEAM TO ALLOW SHRINKAGE GRADE A Q�(.� _a ?� _u �' 6X6 W.W.M. ..� -d- - „•- d-, ` e O 1 ,p BEAMS ES OFWOOD n p e p (PROVIDE STRAPPING TO KEEP RJOISTS ALIGNED) • ,• G • • •.• MIN. �.',e0 a e0 '• Q`'p Q`'p Q�'r • •e ��NOTCH BEAM FOR MUDSILL IF REDUIRED -- MAXIMUM p p '� ° n O p I . SUBFLOOR 4tl { NOTCH EQUALS 1 4 DEPTH OF BEAM O o • ' ° ""• • el REINFORCING BAR .O REINFORCING BAR / s C a-s i• e II-II -JOIST '�,• DRAIN TILE II ►I • G \• O °O e - V ° y' 12 e' OFECONTACT ET METAL WITH CONCRETE OF,30# FELT UNDEF 60 C.EAM ABLOCCIKT _ t I,r STEF{{ RAI,\ � �t� 7 s,!e• 3" PL1 ( T TO BEAM) si (tL TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . SHIMS TO LEVEL BEAM �---- R } 'T DRAWN: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FDR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: BEAM POCKET y�v+ ,g �' ) IDB#: 7/12/2022 SHEET NUMBER: 233 Fie A-5 W w WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL h--i 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) Q CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) W 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA(UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES O g Y P g g P P FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOADPSF R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ( ) DESIGN DEAD LOAD(PSE)8301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 O sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 ^ TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER.STUCCO F'L( These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the MASONRY WALLS(8"THICK) 80 ( ) V36o should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.Sd COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) U240 GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER.STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-161 COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE fT� F�-rl Q INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ,,1 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P PP tt P STUD O.C. NAIL Sym.: C) attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel HEADER TO 15d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORSCARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. O >.t such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL �/ in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION W 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Qt z 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2.16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA w length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: DEC"SNOW SPEED DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARDS Q 0 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES. SPACING rD QTYMODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 1n 3).Provide 1/2"expansion joint material between concrete slabs and abutting 10151-TO: PER TOE N Vl concrete or mason walls occurin in exterior or unheated interior areas. t-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: < Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES z be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON 6"O.C. SEE NOTES:1.3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. I (BOTH 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O. . 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 1-16d COMMONJOIST NAIL Bx16 cast iron foundation vent for every 150 sq.ft.of area. NOTES ° DECK AND COVERED PORCH NOTES: JOIST ON BEAMLEDGER 3-8d COMMON PER TOE m 4 o 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL d+ N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. is the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL O Lr) 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, c� 8).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � .mom_. g q Y ) P SILL OR TOP PLATE %-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored `� x O its into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. i� FRAMING NOTES g ) P g g s w - . " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. -� z v 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O aJ L Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For pip I below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O ¢+ 2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d 4 m ,- WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: L. .Y. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE r-+ SHEATHING LOCATION NOTES � U c� -+ 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ON U) 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Tt otherwise. JOINT DESCRIPTION 00 .O Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) ty a) a) 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. r, , where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD O W 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS ,sem Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 -4 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)_All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONEDIN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING _ - (lJ 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot ed a zone attachment requirements shall W 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Bid COMNO WFCM-SBC ) g g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. Qt 7/16"OSB 3"O.C.EDGE 1"1 6d COMMO V 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0 on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD t!J 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL t�1 provide adequate bracing and plates to protect and secure the structure.Verify with the 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Fill N 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QT`. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. H PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. ) P g PP safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 .Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories•and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. () needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor \' equipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing QI Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear platesp2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ,shall be Used CO maintain load 1).All electrical to be installed as per N.Y.S.Residential Construction Code. path. DENSITY(PER ASTM o 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. members,the tabulated number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblockin of chimneys and fireplaces.as required to have regular 1/2"sheetrock.All walls to be taped and finished. )• g ys p q by current N.Y.S.Residential Cody 3).All electrical work to com I with 2014 NEC. to be reduced to]-16d nail per fcot. INCLUDING suBFLooR,is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. - 4'� DRAWN: Ile and 8315 of IRC. � �" � 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G n�;( ,; SCALE: t, be installed with a foam sill gasket and co r-tex termite shield or roved equal. OR APPROVED EQUAL.INSTALL WITH CAP ;> yt. g P PP q AND BASES.USE WITH FLASHING CAPS TO "� JOB#: 7/12/2022 1COVERTOP - s. 2Rta SHEET NUMBER: - N- ' r A-6 rQ� p � z 0 4w Ell.�r LLK HIEEHI �D � d r4 0 O Wfr, � � Z 0 N C%� WEST ELEVATION OCCUPANCY OR SCALE: 1/4° _ V-0" z AP ROVED AS NOTED USE IS UNLAWFUL DATE: B.P.# WITHOUT CERTIFICATE o FEE: BY: OF OCCUPANCY M c o NOTIFY BUILDING �jf-PARTM AT � � a v 765-1802 8 AM TO 4 PM FOR THE u, v tic � FOLLOWING INSPECTIONS: _ o� 1. FOUNDATION - TWO REQUIRED O FOR POURED CONCRETE u, 2. ROUGH - FRAMING & PLUMBING � (uW \ 3. INSULATION RETAIN STORM WATER RUNOFF o PURSUANT TO CHAPTER 236 E 4. FINAL - CONSTRUCTION MUST � � � � BE COMPLETE FOR C.O. OF THE TOWN CODE. µ d u - ALL CONSTRUCTION SHALL MEET THE U ON ,�' REQUIREMENTS OF THE CODES OF NEW �} N YORK STATE. NOT RESPONSIBLE FCR ,.. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF d O a ,Y U) uPv -TrG BOARD I ! STEES N P4 u ELECTRICAL. n INSPECTION REQUIRED � C✓ . SC, NORTH ELEVATION `f `' �lz � � 4% .� ��:a;tl �, �� � DRAWN: SCALE: 1/4" = 1'-0" SCALE: PLUMBER CERTIFICATION j ,,,PLUMBING. ON LEAD CONTENT BEFOR JOB#: � 2/26/2021 ALL PLUMBING WASTE CERTIFICATE OF OCCUPAN;; ��,�,�,,�33g OQ- SHEET NUMBER: &WATER LINES N_ED TiEi`ING BEFORE �; V7 R!NiG SOLDER USED IN WATER 0� SUPPLY SYSTEM CANNOT - EXCEED 2110 OF i% LEAD. A. 1 z w w Q � d � O O � � PROPOSED EXISTING PROPOSED H Z � � H W O v � � N V) M cn Ximz 0 co V 0 M O � z c, Lo � Or",0 "T ;ul � � e ir, U Cr) Un � wv MMMIN � w � EAST ELEVATION w SCALE. 1 — 5-0" H O cn N A� ED ;,N ;;v DRAWN: SCALE: JOB#: =. 2/26/2021 SHEET NUMBER: . T '233g 0 A-2 0 w W Q O O � � W 2'-6" 11'-5'/2" 11'-8" 2'-6" Z 6i-8" 41-91/211 5-8'� 51-81/211 EXPOSE CEILING BELOW AND EXPOSE CEILING BELOW AND W Q REVIEW WITH ARCHITECT REVIEW WITH ARCHITECT 10 EXISTING CONDITIONS FOR EXISTING CONDITIONS FOR Q O SUPPORT SUPPORT CW135 CXW135 CXW135 • (2 2X6H R (2)2,6 HDR cn M C/] WALL TO BE BUILT OVER v 2X8 FJ @16-OC.SUPPORT 3 WITH(2)2X8 DF#2 GIRDER v - 1 L UNDER(BATCH 2'DEEP L WALL BELOW).SUPPORT -* — – – -� -i r – – �– WITH 4"WIDE X 2'x2' 8'-1'/2" '-4" EXISTING BEDROOM X I 1 0o S WOOD BRACKETS, `11 0 THROUGH BOLTED TO X BATH N RELOCATEDL r(> w I T o �� 3-1/2X3-1/2 1.8e PARALLAM r – – – � � COLUMNS(TO INSTALL) j/ E STING BE ROO I N _O X v 24— — — — — — — — {EXPANDED)— — I I 0 — — — — — � o HIMNEY O ` t 2'6" _ ,� m :flIIISEAT I � > DN 10" 11'-4'/z° 2�_5,h�� o Lo v N �' - ,r t I _¢ i I BLT IN – – – – M ^4 1 u7 1 ROOF PE n I I – – – – – E- IvS1 (VIF) I I 16'-2'h" 5'-0" U rn v d U) I N WALL UNDER PLATFORM I I r; 2' EXIST. BEDROOM — — — — — — — — -- I I W RAISED PLATFORM i U APROX.32"AFF STORAGE� I 1 Q EXTEND EXISTING ROOF BELOW EX.CLOSET I 1 (SEE ELEVATION) ( I I 1 H (2) 6!HdR - 2-0 PLT HT I (2)2X6 HDR 1 2-0 PLT HT XThti TX11FING DORMER WD\)U P4 ' ''T'W3032 U EQ '�6'-7" EQ } I INSTALi $ NDER DOMER NOTE: x TO INSTALL VE STING STEEL GENERAL CONTRACTOR TO VERIFY AND ADJU7 ALL DIMENSIONS PROPOSED 2ND FLOOR PLANPP ATTIC AS REQUIRED TO MATCH EXISTING WALLS ANE ROOF LINES(TYP) SCALE: 1/4" = 1'-0" RE D):A::, ,r c�`o DRAWN: SCALE: N ,;j_" JOB#: 02/26/2021 SHEET NUMBER: OF N A- 3 w I - , I I II I I i I I ' I I I II � ii I II IV I I II II II g 0 OC/J w W jr I I � � I I z I I I II I I o I I.I ■ ■ I I■ I■i m m o I I v0 I I I I I I n �n v I'I III N I of � I I I I � III i � � 5 I,Iac �� DBL__2X6 �_� _ I _ - _ _ _ I I�� 0 al■ - - I to v III0° X pl �r ` - - J - - - - - IIIm X m'I - � V iEXIST. t II ^-'44 Ct 111V1NE II I I ( I I I U m � y �o •� cn 3 12 I II 00 12 I o +/-2 �- - - -■ DBL 2X6 - - - - - - - - - 2X6 DF#2 RR - - W @16"0C elf I N °, I I m x m 2X6 DF#2 Ill 11@16"OC 12 ! 1 I I I I I V Nk EE D DRAWN: I �g 1 SCALE: i I I (P JOB#: L _ I 2/26/2021 L - - - - - - - - - - - - - - - - - - - J PROPOSED ROOF PLAN �°F NE��� SHEET NUMBER: SCALE: 1/4" = V-0" A-4 3 1fl/4JI/2 1 1/4 Z O H SHO VER Q� 11/40 30 2 W C.O. 3 13" F.A.I. 4 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO A 4"C.I. SEPTICC SSYSTE YSTEM TRAP HOUSE Q PLUMBING SCHEMATIC o cn >. SCALE: NOT TO SCALE w z � � o �2" I 2" N V) 0 0 0 02" o 0 0 0 2" e e e e z 2" s0 OO � � e • e• e • o FASTENER TYPE: SPACING: N N No.8 WOOD-SCREW ON m v O BASED ANCHOR WITH 16"OC C u 2in.EMBEDMENT LENGTH O m r O 19 Cc' m BNo.10 ASED WOOD-SCREW 16"OC ! ® O • • ®® • • O r" -ANCHOR WITH O c� 2in.EMBEDMENT LENGTH P-4 >+ w v 1/4in.dia.LAGSCREW N m v BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH O O • • ®® • • .� v "i � � O 3/4"APA PLYWOOD U a; Ln M SHEATHING C31, 1/2"APA RATED SHEATHING d+ � GRADE PLYWOOD • s e COe e N (v(ALTERNATIVIVE:7/16"O.S.B.) W 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) • 0 FASTENER TYPE: SPACING: 2X4 DF#2 ►-� No.8 WOOD-SCREW STUDS O BASED ANCHOR WITH 10"OC O• O• WINDOW SILL 2in.EMBEDMENT LENGTH C/) TYPICAL WINDOW OPENING No.10 WOOD-SCREWS •• � BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW N BASED ANCHOR WITH16"OC H tin.EMBEDMENT LENGTH s • • (OT e TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B"OC (n THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. W No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET IC4 AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL --\Z77 =RE°��'c AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING <v �� N scyl� � z C1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" � DRAWN: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ' ! N COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL _if SCALE: 1 "I CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Nj, _"� �- JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. '9T 02 2339 O¢ 2/26/2021NUM �.. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EDF N Edd`( SHEET NUMBER: A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. f-+ 0 KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD w e BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB L SIDEWALL DOUBLE JOIST �^ RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATIMRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 0. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 0. STRAP APPLY OV[R RIDGE TC EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 ZEE E SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF W RIM BOARD CHIMNEY VENTILATION CHANNEL '•'�1 AS REQUIRED A RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN ' " ' " " '• ' SIDEWALL FLASHING VENTILATION �,,,,�„ WOOD JOIST �,y O FOUNDATION TOP PLATE •� BLOCKING O V� " 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A W AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA E-! BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �: THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER _ r3 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT W 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE z C) O AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO I'•`'1 ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOW, ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4°z36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOW, ANCHOR SOFFITED EAVE DETAIL EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLO R WALL OF FLASHING z ROOFING LAPS BASE FLASHING 4 INCHES Lip BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT WOOD JOIST N N O TOP PLATE M GIRDER/HEADER cf) (fin v SIDE WALL FLASHING �( i�- V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST O Lf) r^� •N AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD co fr7 O , AND RAKES -- PROVIDE HEMMED EDGES SO ,--1 _ 0 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS O X O � INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION \PPLICATION PRE-MANUFACTURED w KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS C)NNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. O � +v+ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO pp INSTALL 4'0" O.C. RkTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS O CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48° 16ga. STRAP AND JACK STUDS C)NNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �-+ 17 u ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR O i-i AT TO EACH STUD � z DBL. SILL PLATE I � U m TERMITE SHIELD SUBFLOOR %• U7 SILL GASKET WOOD JOISTS co CA Q) v CONC. SLAB NEOPRENE W TYP. CONC. FOUNDATION ( /� 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL �, I BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR �' • i • ' p ' 1/2 " DIA. BOLTS® 48" o.c. STAG. V STEEL COLUMN A \ I lo, n CONC. SLAB • C • a 'p o • ROOF JACK � STEEL BEAM e e••e n ' 1•p ANCHOR BOLT EMBEDMENT: 4" x 1 4" x 8" STEEL COMPACT FILL POUTED CONCRETE: 7" / 'p V I p • ,o ^ • BLOCK WALL: 15" ROOFING LAPS I TOP AND BOTTOM PLATE KEYWAY FOOTING e V p • C • a ` 7 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT e. F•�1•p •- p C CONC. FTG. •p Q•p L'o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT V • ;o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p 0 REINFORCING BAR 3" STEEL COLUMN Q DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM U) CRAWL SPACE OR FOUNDATION 1 STORY 72" OC w SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION / N ALL BOTTOMPLATE TO FOUNDATION 1_2 STORIES SLAB-ON-GRADE 57' OC ROOF JACKS & VENTS DETAIL 1 1—SUBFLOOR CONC. SLAB DOOR FRAMEy 6X6 10/10 WWM GARAGEJOIST P4 r 1 COMPACT FILL DOOR USE 2X8 STEEL BEAM U) I FOR BLOCKOUT 4" SLABW P.T. PLATE W/ 6X6 WMM \I SLOPE 4"DRIVEWAY NOTCH JOIST D ADJUST HEIGHT i' QI • Aft 1/2" AIR SCE 1 0 • ° (WITH A NAILING PLATE IF NEEDED) Irk �zj • ••' �'� AT END AND q• .•` 1 `21" ' • :• •'• •• TO BE APROX. 1/2- OR HIGHER THAN ES OF WOOD p •• JOISTS ALIGNED)STEEL BEAM TO ALLOW FOR INKAGE GRADE • a --a A' t•_r_..v__s_.s • a (PROVIDE STRAPPING TO EEP _w!_a �'_ a� �• = BEAMS '•� C ep '. • •• „C:'p 6X6 W.W.M. ••- C a . a C•°� =nil • C • o•• p••p _ • MIN. o s' .o D �'p ` / REINFORCING BAR NOTCH EQUALS 1• NOTCH BEAM FOR MUDSILL IF TEQUIRED -- MAXIMUM ,—SUB FLOOR •j, a a ° 4 DEPTH OFBEAM ' O s • o �I •C .� REINFORCING BAR • • o•••o ,o ° 11=11 _ MOIST DRAIN TILE I, 12" • : SHEET METAL/ 30# FELT UNDIR BEAM AT POINT • a��' �• • — STEEL'GE leifZ ® � OF CONTACT WITH CONCRETE )R GONG. BLOCK G, C„ •s! 3" jT`tB 1Z• B,Zv TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. `` �• 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: BEAM POCKET - L, De : ' SCALE: JOB#: (!) 1' "Z << 2/26/2021 0<'2339 0 SHEET NUMBER: A-6 V) GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE C PLAN CONTENTS: Z 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL F_­! 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES BUILDING USE NAIL NAIL RESIDENTIAL DWELLING E^I When a collar tie is used in leu of a ridge strap,the number of 110d common nails required Qom. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA W intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH UNIFORM CODE)) 2020 IRC,,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WAIL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES �1 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS FER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE t0 ( ) ( ) EXTERIOR LIGHT FRAME WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH V180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING 1015T LAPS AS FER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WADS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION W30 WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and Local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS FER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 p p g TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS ) CEILINGS PLASTER,STUCCO These codes are to be considered as art of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the (8^THICK 80 ( ) L/360 should be adhered to even if in variance with the plan, studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 200 FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) 1/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3).Dimensions shall take precedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 TO RAFTER END NAIL (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 ( ) ) gP P LINTELS SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF(GROUND SNOW LOAD) 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY- SPACING PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO :-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE [�] - ^ Q 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" FACE � Qt or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior -16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"D.C.In the field,and STUD O.C. NAIL FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 1314 NYS.Sym.: O 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE p HEADER 16d COMMON SMOKE&CO2 DETECTORS CARBON MON IXIDE ALARMS TO COMPLY WITH R315 NYS. O Do J" such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM e-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 � W 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS Z BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL16 length adjustment factors in table 3. . FOOT SEE NOTE:1,2 � FLOOR JOIST,BANDJOIST, 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA W 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. FLOOD DESIGN UNDERLAYMENT 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY � O Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDO M'� p r 2).All footings to rest on undisturbed(virgin)soil. \r/ �i interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES S 2.4.4.2 and 2.2.4 respectively.joint 3).Provide 1/2"expansion material between concrete slabs and abutting20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO I D 17 NONE - p y' QTY. SPACING JOIST TO: PER TOE TO HEAVY MODERATE to -< concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE ORGIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE Z. be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5BLOCKING EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.L.Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. Bd COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMOI, EACH TOE INTERIOR ZONE 8d COMMON @ 6"0. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. Sd COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. 6).Crawl spaces to provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3•16d COMMON JOIST NAIL o DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 6d COMMON PER TOE NOTES N 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. curry O0 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. r+y O BAND JOIST PER END Cn � ; the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONX tt1 ^ v TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, p r a., 8).Drainage as required b current N.Y.S.Residential Construction Code. 2 .Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � cYy O g q Y ) 1 P 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 C) FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. POOFSH " 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. w U For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. lit All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL N Edition Wood Framing Construction Manual. QTY. SPACING 3 .Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For LO Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) p g g g � � Do below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL Ed WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 0 Cd Douglas Fir, 4).Deck joists to have blocking at 8'0 o.c.. -G CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE ^ 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES try U r-4 + g p 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD dam+ CO otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3 (BOTH FIELDS) oo -a g g QTY SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. v v where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 00 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). NAIL NAIL and blocking where applicable. JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. QTY SPACING � 5).All flush beams/headers to be installed with heavydu g 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 W duty galvinized hangers and 8d COM,v10 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall [-r anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. PLUMBING NOTES 7/16"OSB3"o.c.EDGE 6d COM,A I"1 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with V Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE 6>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. 5d COOIERS P WALLBOARD 10"O.C.FIELD � 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY- SPACING Ij.PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLF PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d CO1�M0 1"OR LESS 12"O.C.FIELD (5.7 SQ.Fr.2ND FLOOR] 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYS Residential Code R302.11-FIREBLOCKiNG REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) �? 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. RWI THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. r 1 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1j.In concealed spaces of stud walls and partitions,including fumed spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, shear capacities,nailing re uirerrents for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1).All electrical 10 be Installed as per N.Y.S.Residential Construction Code, Such as Shear plates,shall be uSedto maintain load path, 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.ResideMt&I C to be reduced tot-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. /C2�d 3).All electrical work to comply with 2014 NEC. P 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or � ��� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 `� 5l torch down type material over. and R315 of IRC. 16).All sill lases and woo C� DRAWN: p d in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G - N SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAPy!� : AND BASES.USE WITH FLASHING CAPS TO 1 1COVERTOPJOB#' N 1FA ?r� 2/26/2021 'y 2 2 339 4() SHEET NUMBER: TF O F NES A- 7