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HomeMy WebLinkAbout41044-Z �r ��p�gUfFat,��oGy Town of Southold 7/19/2017 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39058 Date: 7/18/2017 i THIS CERTIFIES'that the building RESIDENTIAL ALTERATION Location of Property: 125 Broadwaters Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.42-8.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2016 pursuant to which Building Permit No. 41044 dated 9/29/2016 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: ALTERATIONS AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Samaan, Catherine&Carter,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41044 06-22-2017 PLUMBERS CERTIFICATION DATED 05-19-2017 f1rad Piecuch A t ed Signature i g11FF01 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY �Ol � dao 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#: 41044 Date: 9/29/2016 Permission is hereby granted to: Samaan, Catherine 270 1st Ave Apt 8A New York, NY 10009 To: construct interior alterations to an existing single family dwelling as applied for. At premises located at: 125 Broadwaters Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-12-8.2 Pursuant to application dated 9/20/2016 and approved by the Building Inspector. To expire on 3/31/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $309.20 CO -ALTERATIO LLING $50.00 Total: $359.20 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check ,one) Location of Property: I Z b �_4— f�-C cd I c,f HoussNo. treet Hamlet Owner or Owners of Property: CACTe,(C_ � �f�104AJ Suffolk County Tax Map No 1000,Section © `i' Block Z Lot Subdivision Filed Map. Lot: Permit No. V10q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check e) Fee Submitted:$ pplicant Si ature pF SO(/Ty®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road CA -NC Fax(631)765-9502 P.O.Box 1179 ® aQ roger.richert(a�-town.southold.ny.us Southold,NY 11971-0959 '?"�c®UN 1®9�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Samaan Address: 125 Broadwaters Road. city,Cutchogue st: New York zip: 11935 Building Permit#: 41044 Section. 104 Block: 12 Lot: $.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G &S Electric License No: 578-E SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures - 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS 11 Other Equipment: "Kitchen & Bath Renovation" 2- Exhaust Fans. Notes: Inspector Signature: Date: June 22, 2017 0-Cert Electrical Compliance Form.xls DD [D) [ V MAY 1 9 2017 a so v BUILDING DEPT. Ty��o TOWN OF SO HOL TD Town hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O_Box 1179 G Q Southold,New York 11971-0959 ���� �� �OUNT'(,N BUILDING DEPARTMENT TOWN OF SOUTHOLD - CERTIFICATION Date: �l/9117 Building Permit No. L/lOL/// Owner: (irk( (Please print) Plumber: brad f ie(uC.A (Please print) I certify that the solder used in.the water supply-system contains less.than 2/10 of I% lead. (Plumbers-Siknatyre) = .: •_ = Swom to before me this CONNIE 0.-BUNCH day of �U20 Notary Public,estate of New York No.01131.16185050 QuaWW In Suffolk County- � � ^^ Commission Expires April 14,2�0 Lz \ Notary Public, `SL4�� County �O��OP SOUjyolo cou TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I / ��' NSPECTORS�' X��!� O SOF so coUNi'I,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMARKS: f Ami v o DATE INSPECTOR SOUT�� N O Q IY , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEG: [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FFIL FIREPLACE & CHIMNEY [ SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR souryol ` � o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN REMARKS: 1� �7 -�nS�/� 'oVl o� _ (015prw �i Com` `®f f v P DATE Z 10 INSPECTOR Iv a0F SOUIH �o� olo cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ '] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: < < 9*m Cab, r �'1 ► ✓ DATE INSPECTOR pF SOUTyolo 0 ��'YOOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-'1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933.Cutchogue, NY 11935 631.734.4185 1 www.mksarchitect.com May 22,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: Carter Samaan Residence 125 Broadwaters Road Cutchogue,New York Permit#41044 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the spray foam insulation installation and to the best of my knowledge,this work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, - D DD Mark Schwartz MAY 3 0 2017 BUMDING DEPT. TOWN OF SOUTHOLD M.- , -M-.- AIA Vlembei American liistitate of Architecture T- .,,. ., y v 1WON,m • Y I� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �® `7 y Check Septic Form D.E.C. Trustees C.O.Application Flood Permit Examined 120 SEP 2 D 2016 Single&Separate Storm-Water Assessment Form. BSG IM Contact: Approved ,20 T0WX0FS0�$ Mail to: 25- Disapproved Disapproved a/c Phone: Expiration ,204Y Bui ' g ector APPLICATION FOR BUILDING PERMIT //__ Date 0 l0 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not'been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen , architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the taxoll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: F��! �o,VLA/ � C Gtr Ulf House Number Street �Hamlet County Tax Map No. 1000 Section 0 4, ­Blo-&.: c 1 "?lam ;;'', t. ; Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i�}te ded use an occu ancy of proposed onstruction: a. Existing use and occupancy N L b. Intended use and occupancy `7 3. Nature of work(check which applicable):New Building Addit' n Alteration Repair Removal Demo ' 0 1.� 1 ;; "` (Description) 4. Estimated Cost Fee ?l; ` :JTo be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars man otea.-T-01 s �5 6. If business commercial or mixed occupancy, ecify 90�ea c type of use. � L,� s 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Numbpr of Stories S vCVk-' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES /_) NO 14. Names of Owner of pre ses Address Phone No. �J �3 Name of Architect �G �✓ �- Address Phone No 43 4- q-1 Irr Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE SQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—)4/= * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF�� MK- `'— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)ab ve named, (S)He is the (Contractor,-Age , Corpo to Office , 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tQ before me this day of 20 UP otary Pub is EY L. DWY Signatur of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY � COMMISSION EXPIRES JUNE 30,��I Scott A. Russell ° u �� ST�O�][�M[�wA\'7C']E]K J SUPERVISOR ( MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) . DOES THIS lPROJECr INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - on-FIRM-Map-of--any--watercourse.- - 110 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval .of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 00 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. '�: 10yx Date NAME w=mu Section Block Lot FOR BUILDING DEPART-1ENT USE ONLY Contact Information: ( 7 Tripham.�'um6cr , Reviewed By: Date: 0 o Property Address/ Location of Construction Work: — — — — — — — — — �— — — — — — — nO Q Approved for processing Building Permit. �i Stormwater Management Control Plan Not Required. Cc-, G ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 �O��pF SO(/lyQl d Toxin Hall Annex ! R J ( Telephone(631)765-1802 54375 Main Road v, ,ax(631)765-. P.O.Box 1179 G� Q roger.rlchertAIX, soUthol .nV.us Southold,rN 11971-0959 BUILDING DEPART N ENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: S L 9 Name: vPC(�-V2.c r' License No.: S'7 -1- Address: . O. /�o� SDU7- l, -1 t 7/ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ci�; ft r\ A-fA,t4 *Address: ��- 42 1"1.p Ea-) 4V A ' *Cross Street: - �lsco n1 2r� `Phone No.: , 6 gel P J;-L 16 Permit NO.: /-f! O !V q Tax Map District: 1000 Section: UDI Block: a Lob*BRIEF DESCRIPTION OF WORK(Please Print Clearly) V-t 11�6 C--fJ t a &,X-1 H D U a--i z Al (Please Circle All That Apply) *Is job ready for inspection: YES! NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information (if-needed) 'Service Size: 1 Phase Whase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead kdditionai Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form C ' • � f r v-5 ►3f-6f ' 12.x' A� o ------•- 120BE RT A-67ACIZE `�x+o`��` �''s�•S:G7,c V - i4A.iSAU P6311T . •� .rt(:+ `'kc 3."�-ti.`• t t0.1�: •�.. �y _ IOWN OG F _ � »�� •�,��!'�, ,• ���—carr�- _, _.. :� t � � .,•,L t -, to •�- � �® � � �. � ;,: 1 rn r_ JI , . 14. SCACE Us t { -Cin ne u7,� ': •�ot�--• . ! a � ,• Q,�iPE:. " 1 p' � AREA•9o..{2t5.FdmaeawEs� 1 . •. i �»tri •�• _. i � a�1r!`q.•AaVI••• � s tkQ.Q � t12.0 'x670 '_...,e..r•..r,w• �( ±�, - • a � •i'�c`tea i, ^r�...'r�.•aa�M� ' • • -i J.rhS e0 M.12 JIM }�'RS•>�S.ME1tRt%y'tE►+DF '}~ " •' , !6- �D' 7+tA4.r?,- M9 haIS6` L'k.�t'hO.^TI�SSAixP,,,Q1NT•>�Jp• •• _ _.�+. •� 5l,IFF.C:r.T+VC r7l.P L�A.:IQ:)0.0...4�t2�'•8_"'«• — t REVISIONS TC-W,!" CODES DATE.�X.{,>:.�.' E.;r-Lz: .0 �EOU LUISFRCE(�T1FIC/'TI , �;� ,, �� =_r� ,R , ;�T�?LI� P 01"J REScheck Software Version 4.6.1 ON LEAD,CONTENT BEFORE '` �"'`�'"`� - NOTIFY BIJILDI'''G i) ; ''RT!`AENT AT ComplianceE? I �Cc^� #' O OCCUPANCY. 7C5-1802 8�,N;" TO 4 P;,i F(iR THE n C0 T IFIGATE F A FO!_LO`:'ti'!NG li'SPL:CTIO lS: SOLDER USED IN WATER S14 1. FOU^,DATLO^� - TWO REQUIREDStew _.:. �,:/ r _-_ FOR POLIRE:D CG!, -CRETE �O .�� FCL Y SYSTEM CANNOT ;� �-'-� ^c. ROUSH - FRAMIIN'G & PUJNILF' G 0 EXCEED 2/10 OF 1% LEAD. �. `� Project 3. INSULATIO?d 6nnergycode: 2010 New York Energy Conservation f" �r, ��, ,,-. / �, -� 4. FINAL - CGN `TF-U;TION MUST Location: Suffolk County,Hew York EXISTING DECK : t a`"t ..'s .:' .� := r BE CO'!r, LATE OR C.O. ConstrvctionType: Single-family NEW OUTDOOR ( � ,-- �"r r.. "7 =1 ALL CONSTRUCT i0N SH,`,!L MEET THE PraiectTypc Alteration I . !- CRmaeezone: 4 c SHOWER �",!;..:� � � � r. .-i •`� � ,.y- REOUIP�EN/'"P�aTS OF THE CODES OF NEW Permit Date ±-'1i 3 a / I l PerrratNumber YORK STATE. NOT RE"POP'SIBL E FOR o DESIGN OR CONSTRUCTION ERRORS. Construction Site: CnrnerlAgerrt: Desigr►erfContractor. P�V �Ncjw `v0 0( 10 i' ° ~ � CARTER Maric Schwartz„Arthitect lzsC�UE.NY s ROAD cutchogue,NY 11935 P .p UGR��y G vE�`NG a n, 631-734+1185 `F r GcO R M, ti K mk-.nm+iitectfhoptonline.nee ° Ty EM O d n 'r U � � �Ir1 '� r ^' 23 F�:CITp� I,� StTi�i,(�11 tiL,'JAAIE {-R�►fsOFF m Compliance: o.U%9cteerThan Cade War.Imurruk 9 - ..Your VA: 9 — f"Ct IZJUnI'�T TO CHAPTER 6 EX. BATH ,t,. a,.r pn aa,r�K.�s N a twd v te..ra�,ma.v.ar ox U r ROCHS `°r°y.4"..I°n"'�'.�r,�--�* "0.6.4%..-`�."..—dob . OF THE TOWN CODE. EX. MUDROOM No. 1 � NEW WINDOW(VIF) Envelope Assemblies0 u - _-. Y ♦fit �' ..� .�x .dEX. BEDROOM No. 2 Ceiling 1:Cathedral Ceiling 287 31.0 0.0 0.031 9 t iI CarnF(ia►rte Statement The prvQosed building design described Frere is oonmi:tent with the bung plans,specifications,and other o i I; I 0 O calculations subnirtted witl a permit application.The proposed building has been designed to meet the 2010 New York Energy 0 dpi R Cyano k Inspection L��reauirements in RESc.iw_ k Version 4.6.1 and to comply with the mandatory requirements listed in EX. BATH 0 moo^ 4$-51/2$9 No. 2 I ami-Tide gnat3re ill Dote Irl � EX. BEDROOM No. 1 --------- LIQ I I^ 2-1/2X6 COLLAR TIE WINDOW O Ix ON PLATE EX. KITCHEN TO REMAIN '01, N Irlm I CATHEDRAL CEILING -- ------- ------ - - IIS V1 ---- - -- I----, --- 2'-0" i lilyALTERED z L0z 6' 7" i i 3'-3" i INSTALL 2X6 RR �I @ 12"OCC-TTE-1 2-1/2X6 CON Po-------------- -------------- -- 0 VERIFY POSTING u, Project Title: ReportdIN BA COLUMN ate: 09asnI; p � � I � IN BASEMENT �ch� cD Data filenarr,•e:C:1111sers0rafting StationlDocurnencslREScheck\CARTER.rck Page 1 of 1 ; ; ; ; ; ; ----'''- I 2-1/2X6 COLLAR TIE w _ ON PLATE IW N I I I t z I I I I I I INSTALL 2X6 RR EX. BEDROOM No. 3 ; ; ; ; IJ @12110C I I I I I I I la.. ----------- - XI. LIVING RO 'M 2-1/2X6 COLLAR TIT i 5 ON PLATE I I I I I I I I SITTING ROOM I I I I I I I I 1 1 I I I I I I 13'-4r3 I I I I I I I I I I I I I I I I / / J4" I I I I I I I I 1 I I I I I I I I ,ll, IJ /JI 11 t) I I i I i i I I O O II 1 I I 1 slo srAtn LVANIZEL N OR GALVANIZED r LL WOOD SCREWS W/ I WASHERS @ 12"O.G ( 11 II/ I I ` I II 3 3 W D ti lro� f1p1V4 .r/4 11/4 PROPOSED FLOOR PLAN Q 0 I 1l UV. SINK C � Q D.W. I3" SCALE: 1/4" 1' r 1 SH R FA I. C-( 21 ,2I�� EXISTING PORCH U T I ® S1I APA TDD�HANG q _ WALL LEGEND (ATERNAM ]/160.SB) ��ll I1Y yJJ SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED oa--------------i TMP HOUSE SEPTIC SYSTEM WALL TO BE REMOVED PLUMBING SCHEMATIC � � PL x �. WINDOW SILLU G SC C; EXISTING WALL N. ,L�t S � � TYPICAL WINDOW OPENINGt ' MH/MS (LESS THAN 4'-0X8'-0"OPENING) N.T.S. !,I r d q _ , n 0 NEW WALL r '? k' 0. L§Y 1/4'-1-0 ,, ra NOTE: f �t ' si1 JO :�j WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 16 DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL II 'ISep 16, (INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6= 6")' e NUMBER: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" DIMENSIONS OF NEW WALLS ARE FROM STUDS AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO '^ O F t�.'. 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 !EXT./INT.:2X4= 3-1/2",2X6=$-1/2" CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. REVISIONS 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. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE BATHTUB OO°o o�OO© HEADER LEDGER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 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 APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR CD HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. + 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP 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 APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC M U WALL STUD THROUGH-ROOF EXHAUST a M r~ VENTS SELECTED AND LOCATED BY CONTRACTOR w K ? [y 0 METAL STRAPLL U CZ M c, W VENTILATION CHANNEL Uj :4'•' 0 .-•i RIM BOARD U R x AS REQUIRED RAFTER M RAFTERSAtAINTAIN SILL PLATE(S) , ATION WOOD JOIST BLOCKING FOUNDATION , „ ' I TOP PLATE 2x4 LEDGER BLOCKING x 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOISTAND ALL WINDOW/DOOR OPENING JACK STUDS MIIIMUMHNET BFREERV NDTILDATING AREAFASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER NSTALL 4'0" O.C. �� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH W TH MESH0 TIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE i 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS / ���. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. / CONNECT TO 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL ' RAFTER M•—'1 WOOD JOIST O TOP PLATE GIRDER/HEADER r_, V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST F--•1 AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION U ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"08" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD r SILL GASKET ° / 1 I � r TYP. CONC. FOUNDATION A CONC. SLAB � '`% � DAMPPROOF EXTERIOR 6 MIL. POLY V3 6MIL POLY ON EXTERIOR V GRANULAR FILL • V STEEL COLUMN ° % CONC. SLAB p r•° „ ANCHOR BOLT EMBEDMENT: r • ( /1 1'p POURED CONCRETE. 7" • COMPACT FILL o BLOCK WALL: 15" Y . • • p r w a ` KEYWAY FOOTING u V �` 4A.0 c• 0, AGONG. FTG. •p Q'p t>' USE WITH 30 SQUARE WASHERS • • > > O ANCHOR BOLT CONNECTION (USP LSPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING i SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION W WALL BOTPLATE TO FOUNDATION O TOM LAB-ON-GRADE 1-2 STORIES 57" OCr,T,J ' r SUBFLOOR r Q 0 CONC. SLAB DOOR FRAME O 6X6 10/10 WWM GARAGE JOIST w V ♦� COMPACT FILL I DOOR USE 2X8 STEEL BEAM J m FOR BLOCKOUT N 4" SLAB `lel. • ` W/ 6X6 WMM n SLOPE T_ P.T. PLATE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT U `� 1 • ° (WITH A NAILING PLATE IF NEEDED) •ip�i d• •'• 7 1/2" •• e• ;• •• • TO BE APROX. 1/2" OR HIGHER THAN <• p • • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE a 'a' cT . • . r % : , at •v • • ' PROVIDE STRAPPING TO KEEP JOISTS ALIGNED X4.0 _ a a -... _a . D • 4 • . •. &� r` .� 6X6 W.W.M. • : • �• • =��1 p• p •p _ '� 1z" , .� ', e a a a . p p o ° -su _DRAWN: MH/MS MIN. S ° A A. •° �� • o J ^ � "SCALE: 1/4"=1'-0" _ ,,.,. r;JOB#: •• a r REINFORCING BAR .C s REINFORCING BAR e•� ± a p••s•s �p ° ��—�� 01 ,� �I DRAIN TILE �� 12" �I •°. l,' PLAED L �"CI1tC1Yl11Ci 16,2016 AM �t1'^ '-, ':p, �. SHEET NUMBER: • ( p J s, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " °• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOC KOUT •�7`b �i�� ,�� REVISIONS NAILING SCHEDULE PLAN CONTENTS: NOTES WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL GENERALBUILDING USE RESIDENTIAL DWELLING 1).RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL NOTES 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QTY SPACING BUILDING HEIGHT (SEE PLANS) When a collar tie is used in leu of a ridge strap,the number of l0d common nails required 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 TOE-NAIL (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL:48d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL 1).The information within this set of construction documents is related to basic design 2La Lateral framing n0 a dLshearE all connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND intent and framing details.They are intended as a construction aid,not a substitute g DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE State building codes.The General Contractor a responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OO°o o©S construction details and procedures n ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building EXT.BALCONIES 60 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 40 OVER PARTITION WFCM-SBC LAP NAIL DECKS 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 2).The General Contractor is responsible for ensuring that all work and construction TO RAFTER WFCM-SBC END NAIL 20 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 ATTICS w/STORAGE accordance with table 3.3b.When wall studs above do not fall in line with studs below,the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 20 These codes are to be considered as part of the specifications for this building and 2-8d COMMON END NAIL ROOF (GROUND SNOW LOAD) should be adhered to even if a variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER (LIVE LOADS PSF) accordance with table 3.3. ROOMS(OTHER THAN SLEEPING) 40 RIM BOARD EACH END 30 3).Dimensions shall take precedent over scaled drawings. TO RAFTER 2-16d COMMON END NAIL ROOMS(SLEEPING) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING: STAIRS N connectors.Steel straps shall have a minimum embedment of 7 inches in concrete GAURDRAILS ANY DIRECTION 200 ti �, 4).The designer has not been engaged for construction supervision and assumes no JOINT DESCRIPTION NOTES (DESIGNED FOR CAT.C) ^ 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 the late and nailed in accordance with table 3.3b.When steel straps are lapped under the QTY. SPACING EXPOSURE CATAGORY10 construction means,methods,techniques,sequences,or procedures,or for safety bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION .N J M precautions and programs in connection with the work.There are no warranties fora P TOP PLATE TO 2_lbd COMMON spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE FOOT SEE NOTE:1 (ROOF,,-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE U K z specific use expressed or implied in the use of these plans. anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all JOINTS FACE \ TOP PLATES AT 4-16d COMMONNAILING SCHEDULE SEE GENERAL NOTE PAGE corners. INTERSECTIONS EA.SIDE NAIL v 4- ;t °p 5).Refer to the Window and Door schedule for exterior openings. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE C/7 `' p oo V 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 2 16d COMMON O.C. NAIL Sym•' Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD FIRE PROTECTION � SEE FLOOR PLANS ^ or exceeds manufacture's specifications and applicable codes. attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACE SMOKE&CO2 DETECTORS � U M 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER 16d COMMON ALONG EDGES NAIL 1O 7).The General Contractor is to consult with the owner for all built-in items gyp TRUSS DESIGN N A STANDARD STICK FRAME CONSTRUCTION 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 TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END RESCHECK Q in table 3.15a b. PLATE TO STUD 3 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS Z 8).Wind load requirements shall be taken into account during construction. 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA � FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER DERLAICESHIELD FLOOD length adjustment factors in table 3.16. END JOIST OR BLOCKING HAZARDS 1).The General Contractor and Mason to review plans,elevations,details and notes to FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY TEMP UNREQUIREDN LOAD (MPH) CATEGORY DEPTH determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: NAIL NAIL - Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT DESCRIPTION NOTES SEVERE 3�- MODERATE SLIGHT TO 11 YES 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with QTY, SPACING 20 LBS. 120 B TO HEAVY MODERATE 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 3).Provide 1/2"expansion joint material between concrete slabs and abutting SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD TO JOIST 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 EACH TOE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2_Bd COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES: , TO JOIST END NAIL SEE NOTES:1 (BOTH FIELDS) 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ride is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO BLOCK NAIL H SILL OR TOP PLATE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 O to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge EACH FACE 6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3_16d COMMO JOIST NAIL NOTES O Z TO BEAM F--1 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. PER TOE 8x16 cast iron foundation vent for every 150 sq.ft.of area. EBEAND EDGER 3-8d COMMON DECK AND COVERED PORCH NOTES: M JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. ,__.{ 7).Dampproof exterior of foundation with bituminous coating as per section R406 of pressure treated lumber. IST 3_16d COMMON PER END U 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 pST JOIST NAIL 1).For roofsheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. PERTOE NAILthe 4 foot perimeter edge zone attachments required shall be used. ND JOIST TO: F2 _ 6d COMMON 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE FOOT SEE NOTE:1 Z 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0. z NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O FRAMINGNAIL NAIL U JOINT DESCRIPTION 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3)_Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. QTY. SPACING framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 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. AS PER TABLE 3.8 below grade.Porches with covered roofs shall haWALL SHEATHING REQUIREMENTS FOR WIND LOADS: ve 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. EATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES CEILING SH Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL NAIL SEE NOTES:1,3(BOTH FIELDS) 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION AI SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts GYPSUM 7" EDGE where needed. Sd COOLERS 10"O.C.0C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 WALLBOARD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. NOTES Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. MALL SHEATHING: openings.LVL headers to have(3)jack studs and(2)full length studs on each side of ECOMMO 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 JOINT DESCRIPTION NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). SPACING and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. PANELS WFCM-SBC be used. 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING NOTES 7/16"OSB 3"O.C.EDGE Y anchors where applicable to all connecting joists. PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with � 1 All water supply,drainage and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O GYPSUM Sd COOLERS 7" O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. )• PP y' g WALLBOARD 10"O.0.FIELD Q Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: If UJ 7).Provide 2-1-3/4"thick microlams(height to in floor joists)around stairwell and/o NAILENA 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Z other access openings unless otherwise noted(typical). 3),if wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION G 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CIT' 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ALJ provide adequate bracing and plates to protect and secure the structure.Verify with the GE8).Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMwhere applicable unless otherwise noted. 1OR LESS ELD Section R602.8-FIREBLOCKING REQUIRED HVAC SYSTEM NOTES Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTES" and to form an effective fire barrier between stories,and between a top story and the roof space. rte, Q under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided in wood-frame construction in the following locations. w requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 0 V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. 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 m 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir nailed 6"on-center at the panel edge.If wall sheathing using parallel rows of studs or staggered studs. N nd submit it to the General CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing ais nailed 3"on-center at the panel edge to obtain higher r l Contractor and owner for final review and approval. shear capacities,nailing requirements for structural 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 members shall be doubled,or alternate connectors, ELECTRICAL NOTES: drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed such as shear plates,shall be used to maintain load path. +,-' Ar over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 4e f, f bA t� DRAWN: MH/MS 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. �` i �'N Syy/ �" 2 .All electrical work shall be approved by a qualified Underwriter. \ SCALE: I/4"=1'-0" ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ) to be reduced tol-16d nail per foot. and finished. throu hout as er section R317 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ���'� _..� �-y� ���.> JOB#: to have regular 1/2"sheetrock.All walls to be taped 3).Install Smoke detectors and Carbon Monoxide detectors g P flame and products of combustion. �"9 r' SOIL COMPACTION: ' ''' ' `- <'`• i September 16,20I6 14).All roof with a pitch less than 4:12 shall be in with an Ice&Water barrier or of N.Y.S.Residential Construction Code. "� *" SHEET NUMBER: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. �, >a�R tr torch down type material over. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 1 " ?y . REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to NOTE' d equal.. 2 .COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR be installed with a foam sill gasket and cop r-tex termite shield or approve q ) 3-/ DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY '� � C3� °.`'�� SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL `�-- TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.