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HomeMy WebLinkAbout44465-Z OSS t Town of Southold =oma oGy� 8/26/2021 0 P.O.Box 1179 C* _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42293 Date: 8/26/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1570 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-9-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2019 pursuant to which Building Permit No. 44465 dated 11/26/2019 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: non-habitable accessory garage with attic storage as for. The certificate is issued to Previte Investment Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44465 7/1/2021 PLUMBERS CERTIFICATION DATED hnYA--� t riz ignature SUFE1'-M- TOWN OF SOUTHOLD ��oy BUILDING DEPARTMENT a 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#: 44465 Date: 11/26/2019 Permission is hereby granted to: Previte Investment Trust 11 Forest Rd Stow, MA 01775 To: construct accessory garage as applied for. At premises located at: 1570 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-7 Pursuant to application dated 11/18/2019 and approved by the Building Inspector. To expire on 5/27/2021. Fees: ACCESSORY $453.60 CO -ACCESSORY BUILDING $50.00 I l: $503.60 Buil r o�gUF oa�,�Q TOWN OF SOUTHOLD BUILDING-DEPARTMENT C3 TOWN CLERK'S OFFICE 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#: 45363 Date: 10/21/2020 Permission is hereby granted to: Previte Investment Trust 11 Forest Rd Stow, MA 01775 To: electric for interior of accessory garage. At premises located at: D_ qq 1570 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-7 Pursuant to application dated 10/21/2020 and approved by.the Building Inspector. To expire on 4/22/2022. Fees: ELECTRIC $90.00 Total: $90.00 Building,Inspector t - Form No.6 1 TOWN OF SOUTHOLD NOV 2 5 2019 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 froin 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 1. 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. NOV Q1, 02 b f C/ New Construction: V Old or Pre-existing Building: (check one) Location of Property'. /® elf Q��I House No. _ Street Hamltlt Owner or Owners of PropertN Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval. Request for: Temporary Certificate Final Certificate: (check one)- Fee Submitted: $ � Applicant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.devlinCa)town.southold.ny.us � � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Previte Investment Trust Address. 1570 Broadwaters Rd city Cutchgue st: NY zip: 11935 Building Permit# 44465 Section 104 Block. 9 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Seance 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: 24 Circuit Panel Notes, Sub Panel in Garage Inspector Signature: Date: October 21, 2020 S Devlin-Cert Electrical Compliance Form.xls oF soUj�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlini� Southold. us Southold,NY 11971-0959 .�` • a® y' ®lycom,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Previte Investment Trust Address: 1570 Broadwaters Rd City Cutchogue st: NY zip: 11935 Budding Permit#: 44465 Section: 104 Block- 9 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: Notes, Required Lights and Outlets Added to Garage Inspector Signature: �� - Date: July 1, 2021 S.Devlin-Cert Electrical Compliance Form(1).xls 4q1 OE So(/TyOlo TOWN OF SOUTHOLD BUILDING-DEPT. `ycourm N�' 765-1802 INSPECTION [ /FOUNDATION 1STAt [ ] ROUGH PLBG. [ ] UNDATION 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 _ REMARKS: 4dn,�4- �d St J *�V,n/ 0Col�Pah/ DATE 611117070 INSPECTOR o��Of SO(/ly0 � � � � � l�� �V����d.r✓ v` �� f # TOWN=OF SOUTHOLD BUILDING DEPT. Nyco, ' 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 REMARKS: a DATE �� INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. oy � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [_ ] SULATION/C/AULKING _ [ ] FRAMING/STRAPPING- [ FINAL [ ] FIREPLACE& CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: W VAU_ 5 so � DATE INSPECTOR 1 o��OF SO(/Tyo �� D * * TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH-PLBG.'- [ ] Q9 [ ] FOUNDATION 2ND [= -1-INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [` ]" FIREPLACE& CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) t(ELECTRIC INAL) [ ] CODE VIOLATION [ ]]�'" PRE C/ REMARKS: _I 14. /VCecl 0 _101 Is �,UA k-17er n-A S�_cm,4 coo DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 t INSPECTION [ ] FOUNDATION IST [ '] ROUGH PLBG., [ ] -FOUNDATION 2ND -[ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - �r /a e- DATE LQ ` INSPECTOR �uN 6 { OF 506Tyo # # TOWN OF SOUTHOLD BUILDING DEPT. ifSo . �o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [: ] SULATIIOWCAULKING [ ] FRAMING /STRAPPING [ FINALkt,, (0"ems [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 06 VA. DATE 604 INSPECTOR JOHN R. VAN VELSOR, ARCHITECT, P.C. 74 JOSEPHINE DRIVE WADING RIVER, N.Y. 11792 TELE / FAX: 631 929 5789 jvanvelsor( optonhne.net July 31, 2020 Town of Southold Building Department Town Hall Southold, NY 11971 Re: Proposed Carriage House Previte Residence 1570 Broadwaters Road Cutchogue, N.Y. 11935 Permit No.44465 Dear Sirs: This is to advise I have reviewed the installation of the foundation for the above referenced structure and have concluded that all work is in accordance with the approved drawings and is in compliance with the 2015 International Residential Code and the 2017 NYS Uniform Code Supplement. In addition, I have reviewed the placement of this structure and to the best of my knowledge and belief, I have determined that the location is in conformance with the approved survey. If you should have any further questions with regards to this matter, please do not hesitate to contact my office. Sincerely JOHN R.VAN VELSOR,ARCHITECT, P.C. 7 R.Van Velso�rR.A ���� \9A Architect �� f R� w. FIELD INSPECTION`REPORT DATE COMMENTS C�1 - FOUNDATION(1ST) ------------------------------------ d FOUNDATION (2ND) t4 Il L W St 20 z n % vvtm o o �I —0 0 a H ROUGH FRAMING& r PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE O 1 Ih►tli ,, - r - - v �M FINAL ADDITIONAL,COMMENTS + GC) - to c, q L vor\-QA r --s fy a a n r r t� 1 (- �✓� — i 6Y1,. o 2! -1 icLIlqo ,00 1 - 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20A Mail to: RQ4e-' P'eV+ be Disapproved a/c / / Fvyle-d' RJ. geo " MIg 0,4 In 77S Phone: Expiration ,20 l t,{- 3 ",'I Bui ding Inspector L.�,'APPLICATION FOR BUILDING PERMIT \21 Nov I a 200 Date , 20 -,--,;' ' INSTRUCTIONS ��s a�.�s��•fn, t��p tit§�r�1`>.�`�`u...�J 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) iI l vest 9 nad V, mq p/7°7s" (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises PC eV;le- �-I?V Q-S&en Z� l ret-S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title 6'f corporate officer) Builders License Nu Plumbers License AN ; Electricians License No. Other Trade's License No. 1. Location of land o which roposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /0 -// Block 09 Lot °7 Subdivision Filed Map No. �(4?892 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: /0,ba. Existing use and occupancy n/0- b. . Intended use and occupancy qa—va-3 Q 3 CQy S �(�y7 e& Gee&c4 e6�� 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost I P5 Fee (Description) (To 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 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ;'8' Rear 4'9 r Depth 1/3 Height '26' Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front -3'q Rear 34 � Depth Height MR 14 - 17"6" Number of Stories 2 Gati- a V 9. Size of lot: Front /06 r Rear / 00 Depth 11:17IS6 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO d-l' 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises ff�ev i�e Address 1/ Iforps JU. s Phone No. C/' ';56 -981 Name of Architect Address Phone No Name of Contractor D a yi 6'e ta Address 8 7'e e L.&v,e Phone No. 63/-;26'i-,!r7,77 eetf 6rot4er Coe9 'fG�C' i✓�� Port •T< $jaZro n, Ny 111776 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V, NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 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 restrictionswith respect to this property? * YES NO i/' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the y�y i5 :'SDIiR> ? SUV (Contractor,Agent, Corporate Officer, etc.) bas 161..Ommix�kopEiXOW 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 to before me this t'e day o lam( —20,, �� &Ns� Notary Public Signature of Applicant r i FFQ Scott A. Russell ,��°Su '� STO][ LAWWA\T]E]PL SUPERVISOR NT ( 1 �T � z I��][A\1�A\G]E1��1UEI�'7C' SOUTHOLD TOWN HALL-P.O.Sox 1179 u' Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 ry Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑OdB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑MC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Erl). Site preparation within 100 feet of wetlands, beach, luff-o coastal erosion hazard area. t . ❑IB"'E. Site preparation within the one-hundred-year floodpjain,as dO pi2t5d2019 on FIRM Map of any watercourse. V ❑�F. Installation of new or resurfaced impervious surfaces of 1 X000 square,-,-- feet quare _.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. loIf you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tai: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 hist Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Conn actor,Other) S,C.T.M. #: 1000 Date A, District A NAME. f' Pf- ev/ �e P'.) >' Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY 9179,� **** Contact Information `"cJ fo 9 — 961!/ 'Tckphm Vumbad Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: - 12 Approved for processing Building Permit. ar Oa jr.)(.�C(`.r/ f S Road Stormwater Management Control Plan Not Required. rA7 DG �Aj Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector Y �OG� ;` TOWN OFSOUTHOLD cm '` Town Hall Annex- 54375 Main Road - PO Box 1179 y J`i Southold, New York 11971-0959 4-4 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr D-southoldtownny.gov- sea nd(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Address: - --- -- - • -_ - -- - - - -- - - Phone No.: JOB SITE INFORMATION (All Information Required) Name: ��2�C_ 1 �a. I �e Address: D Ir - Cross Street: Phone No.: _4 Bldg.Permit#: email: C rev 2 g? 0efi7a; ;C-041 _Tax Map District:_ 1000 Section, .- _ : - Block: , - Lot:- BRIEF DESCRIPTION OF WORK (Please Print Cl arty) p(D��L%oVlQ�-_i L�✓�S e e -o r s Seam Circle All That Apply: Is job ready for inspection?: YES/ NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: - A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: V PAYMENT DUE WITH APPLICATION Request for Inspection Formals � ` ,� 6- ��� PERMIT# Address: Switches I I Outlets P 1 G FI's Surface Sconces H H's LIC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments L HC_J gt l t G,,DEPARTMENT-,Eleetrigal InSptCt6r: `TOWN-OF SOUTHOLD L AUG 1 9 2020 '07 4 1 W -P0 fox 11 fi Town.Hall,Annex-0 ftin R0,40 BUHDING T " s outhold,140w Yolk-119,71-0950 D 962 , rddefflitdUthbildtownby'go�V6go _—seandu' tWo4djgwnn APPUCATION E0_R g-,LEC--T—Ri.,C,'AL'INSPEC-,TI.ON ELECTRICIAN INFORMATIOX(M 016fripghoy,Norm: CWS}-00-k c� 1444: 'omwI'fCL PS 5 19 0 aGom'-.l -COA-s- Address: b , T�ott_( (,ct W LA-R-t4fAc&<_ PhopeW.; �)2a -gin qgq & 1_ JAB SIE10MTV4 (AAnfprm;4;n R0 qyiMdY Name: r , o Addross; ls-"7 rots's ,C� Mal T -x,'.M,gp Pistmtl onz:" a mEF QFsr'RIpTjoN--0!W.,0,RK-tM44* 13+f",�c4urzo— Uwe (;rot_1 MAivA �,®x,,-Sc -m .1,AcMc St,-6 clircie AifTuatAppip, is job,ready for In§ er1'?c NO ou In Ftnel Doyou need a Temp certificate?: VES f 1psuso On T-stnp'lnf bmatiorr.' (Afl triforme0ori-roquire0) terrvice',ske' fph, ;3 ph QjdW!0er# Nemf,S,6fvlcd,z.- F" Robdnnedt,O'lood koctitirtect-Service kdwrineded'-Unclergfound eiboad Urict�r round laterals `! 2 H FftMd Pole ,Wdt*ddnb;ofi Sdnddd? Y N Additibnal Information: .200 Aw62 VAA)et, �j PYQA MAW �Q(A',W_ tia G� r ReQUMfor-jnwWon Form.xls o�gUFFOt,��o Town Hall Annex�,..e_ �,^ �.Z. Gy Telephone(631)765-1802 5 75 Mdin Roa -`t `,i: [ -', + : o Fax(631)765-9502 P y = S uthold, Nl'11971-0959 j. O Dov 2 5 20 953 2��y4 ao�� 'BUILD'ING�DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: A)c)V ;2 Owner: 2 Location of Property: Broadwa Ze t S Rd., LInqu Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ���2s �� P'ryr �e Capacit (check applicable line): Owner. Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 1/211 STROKE The construction type designation shall be 661799 A61155 64111"5 661V"or ccV57 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL. section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 44F» FLOOR FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS ° i ccR'� ROOF FRAMING BU&I Dff"�Kirin-- "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES 11 Forest Road Stow, Massachusetts 01775 December 4, 2019 Town of Southold Building Department Reference: Building Permit for Previte Garage in Cutchogue You left me a phone message stating that my building permit was ready, and that the fee is$503.60. Enclosed is check#787 for that amount. Please mail the permit to the above address in Stow, Massachusetts.Thank you. Sincerely, Peter Previte � Ak 'x 6 2019 . ' T n 11 Forest Road Stow,MA 01775 1 2020 October 19,2020 Town of Southold ' Building Department ���'�?Z - 'y ,��J �a� PO Box 1179 Southold, NY 11971 Reference:Building Permit#44465 at 1570 Broadwaters Road,Cutchogue Dear Ladies and Gentlemen, As part of this construction,we decided to put in electricity to operate the garage doors.The electrical permit was taken out by Ben Doroski of Custom Lighting of Suffolk.CLOS did the bulk of the electrical work,and it was inspected by Sean on September 29.Sean said that the work was up to code to that point, but that a few additional steps needed to be completed(egress light,stairway light,and one additional outlet).I would like to complete those additional items myself and then schedule an inspection. I just talked to Sue,and she told me that I needed to write this letter stating that I wish to do so. Is this letter sufficient,or do you need any additional information from me to allow me to complete the work? Please let me know.Thank you. Sincerely, Peter A.Previte I I f I i 1 SURVEY OF PROPERTY AT NA SSA U POINT TOWN OF SO UTHOLD SUFFOLK COUNTY-, N. Y. 1000104-09-07 SCALE: 1'30 . JANUARY 21, 2014 AIN ZONE AE N6 •••' (a. Q) • .• / ZONE X 00, ooe -- ool QN /� i _= 444 1 ` 1 4cp \ 1 \ � 1 � \ \ \\ \ \\ \\\ O AZ \sem \ 110, 1 \ IN, 6hry OF NE4,r All ME r> �. ELEVATIONS REFERENCED TO N.A.V.D. 1988 AREA=43,800 SO. F'T'. <� TO TIE LINES - . FLOOD ZONE FROM FLOOD INSURANCE RATE MAP •x: '«• ��• "- ��� . : -N. MAP NUMBER 36103C0164H SEPTEMBER 25, 2009 Y.S. LIC. NO. 49618 NY AL7ERA71ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC7ION 72090 THE NEW YORK STATE EDUCATION LAW. CONIC .S� YORS, P.C. (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS REFER TO "MAP OF AMENDED MAP 'A"' EXCEPT AS PER SFC7ICNV 7209-SUBDIK90M 2. ALL CER77nCA770NS FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 AUGUST 16, 1922 AS FILE NO. 156. SAID MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET p WHOSE• SIGNA7UR£APPEARS HEREON. 1=WETLAND FLAG SOUTHOLD, N.Y. 11971 V8--121 . V l p CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE UNDERLAY- FLOOD ELECTRICAL NOTES; LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE DESIGN N RENT HAZARDS FREEZING ANNUAL ry REQUIRED INDEX TEMPI N.B. BUILDIN(J CODE RIEFERENCES GENERAL N 0 T E S• 1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 20 PSF 140 MPH NO NO ZONE 1 g MODERATE TO ; ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AND CHAPTERS 35 THROUGH 43 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE SEVERE 3 FT. HEAVY 11 YES NO 618 52.1 THE FOLLOWING CODE SECTIONS ARE PROVIDED FOR THE 2017 NYS UNIFORM CODE SUPPLEMENT, THE N.Y.S. ENERGY CONSERVATION RESIDENTIAL CODE AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND FOR COMPLYING WITH ALL APPLICABLE CODE SECTIONS OF THE AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL ORDINANCES. ALL CONTRACTORS SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. DESIGN LOAD CRITERIA DESIGN CRITERIA GLAZING- R308 AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL rl N a EXCEPT AS INDICATED IN SECTION R308.1, EACH PANE OF SYSTEMS AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. 3. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. FLOORS - LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF BASIC WIND SPEED = 140 MPH V Z GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA 70-99. FLOORS - LIVE LOAD (SLEEPING AREAS): 30 PSF / DEAD LOAD: 10 PSF GROUND SNOW LOAD = 20 P.S.F. w s cn SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 ROOF - LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF a OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS AT THE JOB SITE AND SHALL ADVISE ARCHITECT IN WRITING OF ANY TERMITE INFESTATION = MODERATE TO HEAVY N o w M OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT DISCREPANCIES PRIOR TO START OF WORK. GROUND SNOW LOAD = 20 P.S.F. DECAY PROBABILITY = SLIGHT TO MODERATE COMPLIES, WHICH 'IS VISABLE IN THE FINAL INSTALLATION. THE 4. PROVIDE SMOKE ALARMS IN ACCORDANCE WITH SECTION R314 OF THE a_ o ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 CONCRETE CLASSIFICATION - SEVERE o w 2015 INTERNATIONAL RESIDENTIAL CODE. o w LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, ARCHITECT HAS NOT BEEN RETAINED FOR NOR IS RESPONSIBLE FOR EXPOSURE CATEGORY - EXPOSURE B 1 Z 0 EMBOSSED MARKED, OR SHALL BE OF TYPE WHICH ONCE JOB SUPERVISION OR INSPECTION OF WORK. D_Z Li APPLIED CANNOT 13E REMOVED WITHOUT BEING DESTROYED. 5. PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH SECTION 915 OF THE RAFTERS: L/180 �,` w 2015 INTERNATIONAL FIRE CODE CODE AND 2016 N.Y.S. CODE SUPPLEMENT. INTERIOR WALLS AND PARTITIONS: H/18O WIND LOAD DESIGN SHALL BE IN ACCORDANCE O En =I= c� HUMAN IMPACT LOADS - R308.3 THESE DRAWINGS SHALL POT BE USED FOR CONSTRUCTION UNLESS SIGNED WITH AF&PA WOOD FRAME CONSTRUCTION MANUAL INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS AND SEALED BY THIS ARU-IITECT. CHANGES, ALTERATIONS, REVISIONS OR FLOORS AND PLASTERED CEILINGS: L/360 w w O cn ALL OTHER STRUCTURAL MEMBERS: L 240 2015 EDITION CHAPTER 3 PRESCIPTIVE DESIGN '� �, Q<0 D_ LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 REUSE OF THESE DRAWINiS WITHOUT THE WRITTEN APPROVAL OF THIS ARCHITECT FRAMING NOTES' / PER SECTION R301.2.1 2015 I.R.C. o Q o ui SHALL PASS THE TEST REQUIREMENTS OF CPSC 16CFR, PART 1201. VOIDS SIGNATURE AND SEAL OF SAME. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES: L/120 GLAZING SHALL COMPLY WITH THE CPSC 16CFR, PART 1201 CRITERIA A w ¢ Z m FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH NO.2 GRADE WITH o J WRITTEN DIMENSIONS SHA.L TAKE PRECEDENCE OVER SCALED DIMENSIONS MIN. BENDING STRESS OF 850 PSI. SPECIES HAVING KNOTS AFFECTING --� j=U� EMERGENCY_ESCAF'E AND RESCUE OPENINGS - R310 STRENGTH SHALL NOT BE USED. ALL LUMBER SHALL BEAR GRADING MARKINGS Z r-w BASEMENTS, HABITABLE ATTICS AND (EVERY SLEEPING ROOM SHALL LARGER SCALE DETAILS S-IALL TAKE PRECEDENCE OVER o w �Z HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE SMALLER SCALE DRAWING. ALL HEADERS SHALL BE (2) 2X10 UNLESS OTHERWISE NOTED LIPRO11D AS NOTED a, � � ° o j OPENING. WHERE E=MERGENCY ESCAPE' AND RESCUE OPENINGS ARE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ir PROVIDED THEY SHALL HAVE A SILL (HEIGHT OF NOT MORE THAN CONTRACTOR SHALL BE F_SPONSIBLE FOR ADEQUATELY BRACING ` Z THE FLOOR. AND PROTECTING ALL WCKK DURING CONSTRUCTION AGAINST ALL OPENINGS. DATgp # C0 w a Qu-44 INCHES ABOVE DAMAGE, BREAKAGE, COLAPES, DISTORTION AND MISALIGNMENT JMINIMUM OPENING AREA - R310.2.1ACCORDING TO THE APPLCABLE CODES, STANDARDS AND GOOD PROVIDE FIRE BLOCKING, BRIDGING, AND BRACING AS REQUIRED BY CODE. FEE: d gy; ti w o - ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A PRACTICE. NOTIFY BUILDING DEPART AT =a a MIN. NET CLEAR OPENING OF 5.7 SQUARE FEET. CONTRACTOR SHALL PROIDE AND INSTALL ALL NECESSARY AND WOOD FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON LEGEND: ABBREVIATIONS: F65-1802 8AM TO 4PM FOR THE ?� Z��Z EXCEPTION: GRACE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR STRONG TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS ( REQUIRED FLASHING AND CAULKING FOR A COMPLETELY WATERPROOF FOLLOWING INSPECTIONS: � Q Q¢ o OPENING OF 5 SQUARE FEET.) JOB IN ACCORDANCE WITh PROPER STANDARDS OF GOOD WORKMANSHIP. BP BEARING PARTITION 1. FOUNDATION - TWO REQUIRED w Q(n Q FLASHING SHALL COMPLY WITH APPLICABLE CODE SECTIONS LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MIN. BENDING STRESS EXISTING PARTITION TO REMAIN CL CLOSET FOR POURED CONCRETE ¢o)Z MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24" WINDOW FLASHING SHALL CONFORM WITH ASTM E2112 STANDARDS. OF Fb 2850 PSI AS MANUFACTURED BY TRUSJOIST OF WEYERHAEUSER. CO CLEANOUT 2. ROUGH - FRAMING & PLUMBING z' ' w MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 NEW PARTITION CONC CONCRETE 3. INSULATION CUE OPENINGS SHALL BE OPERABLE CONTRACTOR SHALL PATCH ALL DAMAGED AND DISTURBED SURFACES WOOD IN CONTACT W CONCRETE, GRADE AND DECK LUMBER (INCLUDING GIRDERS, POSTS, JOISTS = D DRYER 4. FINAL - CONSTRUCTION MUST j o EMERGENCY ESCAPE AND RES TO MATCH EXISTING ADJACENT SURFACES. / = EXISTING PARTITION TO BE REMOVED DW DISH WASHER FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. RAILS AND DECKING SHALL BE 0.40 pcf ACQ TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF BE COMPLETE FOR C.O. APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320.1 OF THE BUILDING CODE CONC. FOUNDATION WALL FAI FRESH AIR INTAKE ALL CONSTRUCTION SHALL MIEET THE o bi bi STAIRS - R311.7_ CONTRACTOR SHALL ASCERTAIN STRUCTURAL INTEGRITY OF ALL EXISTING ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL. L LAVATORY _ STAIRS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR FLASHING SHALL BE COPPER-TEX HANDRAIL CONDITIONS PRIOR TO PLACING ADDITIONAL LOADS ON SAME. I � DUPLEX OUTLET MS � MARBLE SADDLE REQUIREMENTS OF THE CODES OF NEW WIDTH AT ALL POINTS ABOVE THE PERMITTED A NIC NOT IN CONTRACT YORK STATE. NOT RESPONSIBLE FOR o HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. OAK FLOOR SHALL BE INSTALLED PERPENDICULAR TO FLOOR JOISTS. NOTCHING AND BORING G.F.I.� DUPLEX OUTLET W/ NTS NOT TO SCALE DESIGN OR CONSTRUCTION ERRORS. HANDRAILS SHALT_ NOT PROJECT MORE THAN 4.5 INCHES GROUND FAULT INTERRUPT P/C POURED CONCRETE ON EITHER SIDE DF THE STAIRWAY AND THE MINIMUM CLEAR RAFTERS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN RAFTERS SHALL NOT BE $ WALL SWITCH (DIMMER) REF REFRIGERATOR REVISIONS WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL L�+T+pp ��r CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF ( R&S ROD & SHELF COMPLY WITH ALL CODE )F HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE C,'QNl.1�G1D NOTES' THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE RAFTER DEPTH. WHERE NOTCHES ARE $ 3-WAY WALL SWITCH (DIMMER) R.V. ROOF VENT NEW YORK STATE & TOWN DES LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE RAFTER DEPTH. HOLES s S SINK ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A ARE LIMITED IN DIAMETER TO ONE-THIRD THE RAFTER DEPTH AND THE EDGE OF THE HOLE OVERHEAD"LIGHT FIXTURE SD SMOKE DETECTOR AS REQUIRED AND CONDITI N 3 OF OCCUPANCY OR PROVIDED ON BOTH SIDES. MINIMUM BEARING CAPACITY OF 2000 LBS. PER SQ. FT. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. P c PULL CHIN & LIGHT T&S TUB & SHOWER � i s I TREADS AND RISERS - R311.7.5 WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE COMPACTED LOAD BEARING WALLS (INTERIOR & EXTERIOR) - NOTCHES IN EITHER EDGE OF STUDS SHALL V.I.F. CONTRACTOR TO VERIFY IN FIELD - USE IS UNLAWF!+L_ THE MAX. RISER HEIGHT SHALL BE 8-1/4" AND THE MIN. NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER O SMOKE DETECTOR WC WATER CLOSET �I C�'�11 T '�'Pd`L4N."v 30ARD TREAD DEPTH SHALL BE 9". THE RISER HEIGHT SHALL BE IN 8 LIFTS, TO ACHIEVE 98% COMPACTION. WITHOUT CE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE INSTALL PREMOLDED EXPANSION JOINTS AROUND PERIMETER OF SLABS AND THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. BORED HOLES WD WOOD AT COLUMN LOCATIONS. JOINT MATERIAL SHALL HAVE INSULATION VALUE SHALL NOT EXCEED 40% OF THE STUD DEPTH AND SHALL NOT BE CLOSER THAN 5/8 IN. TO O CARBON MPNOXIDE DETECTOR WO WALL OVEN v � J OF OCCUPANCY ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED OF R-5 FOR BUILDING CONSTRUCTION. THE EDGE. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. W WAS - HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FL F XHCI EX`fRA HEAVY CAST IRON FOREMOST PROJECTION OF ADJACENT TREADS AND AT A CONCRETE SHALL BE TRANSIT MIXED, CRUSHED STONE AGGREGATE AND FLOOR JOISTS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN JOISTS SHALL NOT BE y FLUORESCENT LIGHT FIXTURE RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING SHALL DEVELOP TO MIN. SPECIFIED COMPRESSIVE STRENGTHS 028 DAYS CUT IN THE MIDDLE ONE-THIRD OF THE JOIST SPAN. NOTCHES IN THE OUTER THIRD OF SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL AS PER CHAPTER 4 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE JOIST DEPTH. WHERE NOTCHES ARE O HIGH HAT ,A11 exterior lighting BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL TO AS LISTED BELOW. MAXIMUM SLUMP SHALL BE 5". 48 UNITS HORIZONTAL (2 PERCENT SLOPE). THE GREATEST MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE JOIST DEPTH. HOLES �L TELEPHONE JACK Installed,replace or WITHIN A FLIGHT OF STAIRS SHALL NOT EXCEED MINIMUM SPECIFIED COMPRESSIVE STREGTH - TABLE R402.2 (SEVERE) ARE LIMITED IN DIAMETER TO ONE-THIRD THE JOIST DEPTH AND THE EDGE OF THE HOLE repaired shall conform RISER HEIGHT WBASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES OF THE JOIST. © CABLE to Chapter 172 THE SMALLEST IT MORE THAN 3/8". THE GREATEST TREAD DVERTICAL CONCRETE WORK EXPOSED TO WEATHER: 3000 PSI DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED JOISTS SHALL BEAR DIRECTLY ON BEAMS, GIRDERS, LEDGERS DR LOADBEARING WALLS, ' t�:'the'Po-4nl Cpd° THE SMALLEST BY MORE THAN 3/8". PORCHES, CARPORT SLABS AND STEPS EXPOSED TO WEATHER, OR BE SUPPORTED BY HANGERS OR FRAMING ANCHORS. JOIST BEARING SHALL NOT BE FLOOD LIGHT i AND GARAGE FLOOR SLABS: 3500 PSI (AIR ENTRAINED) LESS THAN 1-1/2 INCHES ON WOOD OR METAL OR 3 NCHES.ON"MASONRY. BEAMS HEADROOM - R:511.7.2 ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE AND GIRDERS SHALL BEAR ON LOADBEARING WALLS, PILES, .OR-CON CRETE OR MASONRY THE MIN. HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL LESS THAN 5% OR MORE THAN 7%. FOUNDATIONS. HOSE FROST FREE HOSE BIBB NOT BE LESS THAN 6 FEET, 8 INCHES MEASURED VERTICALLY T r slag FROM THE SLOPED PLANE ADJJOINING THE TREAD NOSING OR USE A615 GRADE 60 REINFORCEMENT BARS. CONCRETE SUBJECT TO RESTRAINT AGAINST TWISTING SHALL BE PROVIDED AT THE END OF EACH JOIST BY FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. WEATHERING SHALL BE AIR ENTRAINED PER CODE. FASTENING TO RIM, BAND JOIST, HEADRER, OR OTHER MEMBER OR BY USING FULL- HANDRAILS "- R311.7.8 STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH A.S.T.M. A615 GRADE HEIGHT BLOCKING BETWEEN FLOOR JOISTS ENDS. FASTENERS FOR END RESTRAINT HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 60 DEFORMED. SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 3.1 (NAILING; SCHEDULE) ,. EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT, f71IECTRICAL MEASURED ABOVE THE STAIR TREAD NOSINGS, SHALL BE NOT MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20" AND FOR #5 BARS - 26". BRIDGING - WHERE THE NOMINAL DEPTH-TO-THICKNESS RADO OF A JOIST INSP C,r,ICN REQUIRED LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. ALL EXCEEDS 6, BRIDGING SHALL BE INSTALLED BETWEEN JOISTS AT 8 FOOT INTERVALS. REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER STAtl�, L�A1� RAii Q & GUA1DT1t(� AND SHALL BE FASTENED IN ACCORDANCE WITH THE NAILING SCHEDULE. OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER a1Li11�J Iltil�iJl�r]1LJ tilW� OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE LUMBER SHALL BE LOCATED DIRECTLY OVER STUDS WHEN USED IN CANTILEVER IN NEWEL POSTS OR SAFETY TERMLNALS. HANDRAILS ADJACENT STAIRS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 CONDITIONS SUPPORTING LOADBEARING WALLS. TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" OF THE RESIDENTIAL CODE OF NEW YORK. BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 TRIMMERS AND HEADERS SHALL BE DOUBLED WHEN THE HEADER SPAN EXCEEDS GUARDS - R312' OF THE RESIDENTIAL CODE OF NEW YORK. 4 FEET. HEADERS MORE THAN 6 FEET IN LENGTH SHALL BE SUPPORTED BY BALCONIES OR RAISED FLOOR SURFACES LOCATED JOIST HANGERS OR FRAMING ANCHORS UNLESS THEY BEAR ON A PARTITION, BEAM, TnUSS PLACII:R01 IG REQUIFIED PORCHES, BA MORE THAN CO ABOVE THE FLOOR OR GRADE BELOW SHALL GUARDS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-312 OR WALL. TAIL JOISTS WHICH EXCEED 12 FEET IN LENGTH SHALL BE SUPPORTED OF THE RESIDENTIAL CODE of NEW YORK. ON FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2X2 INCHES. HAVE GUARDS NOT LESS THAN 36"' IN HEIGHT. OPEN SIDES OF NAILING REQUIREMENTS SHALL BE AS PER NAILING SCHEDULE. STAIRS WITH A TOTAL RISE OF MORE THAN 30' ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE A GUARD NOT LESS CORNERS - A MINIMUM OF FOUR STUDS SHALL BE PROVIDED AT EACH CORNER THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING IN AN EXTERIOR WALL. RETAIN STORM WATER RUNOFF �-; OF THE TREADS.. PURSUANT TO CHAPTER 236 �' Z REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED WINDOWS SHALL BE ANDERSEN SERIES 400 THERMO-PANE LOW E OF THE TOWN CODE. A ., FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INSULATED GLASS. CAT. # AS INDICATED ON DRAWINGS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS A NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. RECOMMENDATIONS AND FLASHED IN ACCORDANCE WITH ASTM E 2112 STANDARDS.. FIREBLOCKING - R602.8 ALL WINDOWS SHALL MEET OR EXCEED THE SPECIFICATIONS AS SHOWNx COD o FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED ON THE APPROVED ENERGY STAR COMPLIANCE CERTIFICATE (U FACTOR) DO NOT PROCEED WITH Q 9 V DRAFT OPENINGS (BOTH VERTICALLY & HORIZONTALLY) AND TO 0 V FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE FRAMING UNTIL SURVEY O BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS OF FOUNDATION LOCATION � c SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE PROTECTED FROM WIND-BORNE DEBRIS PER HAS BEEiJ`APPROVED. a FOLLOWING LOCATIONS:. SECTION R301.2.1.2 OF THE RESIDENTIAL CODE. IN CONCEALED :SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR GLAZED OPENING PROTECTION FOR WIND-BORNE LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL DEBRIS SHALL MEET THE REQUIREMENTS OF THE ALSO BE FIREBL.00KED AT INTERVALS NOT EXCEEDING 10 FEET. LARGE MISSILE TEST OF ASTM E 1996 AND OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL ASTM E 1886. BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. EXCEPTION: WOOD STRUCTURAL PANELS WITH A SHEET TITLE AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL MINIMUM THICKNESS OF 7/16 INCH AND A MAX. AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP SPAN OF 8 FT. SHALL BE PERMITTED FOR OPENING CEILINGS AND COVE CEILINGS. PROTECTION IN ONE AND TWO STORY BUILDINGS. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE PANELS SHALL BE PRECUT TO COVER THE GLAZED BUILDING CODE REFERENCES TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. GENERAL NOTES THE STAIRS SHALL COMPLY WITH SECTION R311. (UNDER ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE STAIR PROTECTION) WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO DESIGN CRITERIA SCHEDULES AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING RESIST THE COMPONENTS AND CLADDING LOADS AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME DETERMINED IN ACCORDANCE WITH THE PROVISIONS AND PRODUCTS OF COMBUSTION. OF THE BUILDING CODE OF NEW YORK. FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES, REFER TO SECTION R1001.16 ACCEPTABLE MATERIALS FOR FIREBLOCKING SHALL BE IN ACCORDANCE WITH SECTION R602.1. ROOF COVERINGS - R905 ICE PROTECTION - R905.2.7. � X PROVIDE AN ICE BARRIER CONSISTING OF 2 LAYERS OF UNDERLAYMENT D CEMENTED TOGETHER OR SELF-ADHERING POLYMER MODIFIED jP BITUMEN SHEET IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM tom: ^� ATE: THE EAVE'S EDGE TO A POINT A LEAST 24" INSIDE THE EXTERIOR NOVEMBER 12, 2019 WALL LINE OF 'THE BUILDING. ."�•0e� ���k� .�>' PROJECT N0. 1946 j SHEET NO. OF 1 OF"4 14, FASTENING SCHEDULE WFCM 2015 EDITION CHAPTER 3 TABLE 3.1 NAILING & STRAPPING AT EXTERIOR WINDOW / DOOR HEADERS DISCRIPTION OF BUILDING ELEMENT NUMBER OF NAILS (BOX) NAIL SPACING NAILING SCHEDULE 'B' t;[ I R 0 0 F F R A M I N G 2015 IRC - CHAPTER 6 TABLE R602.3 ROUGH A B C D E F RAFTER TO TOP PLATE 4 — 10d per rafter OPENING 34'-0" CEILING JOISTS TO 70P PLATE (TOE—NAILED) 4 — 8d per joist 1D° 2 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 6 - 16d common Table R802.5.1(9) 2'— ( ) 2X4 1 1 1 1 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 - 10d each lap " COLLAR TIE TO RAFTER (FACE-NAILED) 4 - 10d per tie 4—O 4 (1) 2X4 2 2 2 2 BLOCKING TO RAFTER (TOE-NAILED) 2-8d each end 6'-0" 6 (2) 2X4 OR (1)2X6 3 3 3 3 D w RIM BOARD TO RAFTER (END NAILED) 2-16d each end Q 8'-0" 8 (2) 2X4 OR (1)2X6 3 3 3 3 u Z to I- LD 10'-0" 10 (2) 2X6 4 4 4 4 a N > WALL FRAM INC " l� Ldo ri2-0 12 (2) 2X6 5 5 5 5 w TOP PLATE TO TOP PLATE (FACE—NAILED) 1-10d per foot t' 1 0 o w TOP PLATE AT INTERSECTIONS (FACE—NAILED) 3-1Od joists — each side V of cn Z o STUD TO STUD (FACE—NAILED) 2-10d 16" o.c. A NUMBER OF NAILS AT EACH END OF STRAPPING co 0-Z w w HEADER TO HEADER (FACE—NAILED) 16d 12" o.c. along edges B NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) =o TOP OR BOTTOM PLATE TO STUD (END-NAILED) 4-8d toe nail C NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 3-16d end nail D NUMBER OF 16D NAILS END NAILED THROUGH ADJACENT KING STUD TOaf u af 1- o END OF HEADER AT EACH SIDE. O O V o a o o- BOTTOM PLATE TO FLOOR JT'S, BAND JT'S, END JT'S 3-16d 16" o.c. E NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) d �``' v A ? z¢o m OR BLOCKING (FACE-NAILED) N Q DN N `-' W Z F NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS Of . Z ui o O J F L 0 0 R F R A M I N G TO END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) 00 CD V� aT z 5 F w N O 0 Li< JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAIL) 4-8d per joist RAILS V)z o w BRIDGING TO JOIST (TOE-NAILED) 2-10d each end RAFTERS - SEE PLAN O ME BLOCKING TO JOIST TOE-NAIL 2-10d e ch end PER BLOCKING TO SILL OR TOP PLANE (TOE-NAILED) 1-10d 4, o.c. toe nail FOR SIZE AND SPACING � F-C?ZO z LEDGER STRIP TO BEAM (FACE-NAILED) 4-16d each joist CODE 1 0 w a_ Q F JOIST ON LEDGER TD BEAM (TOE—NAILED) 3-8d per joist SEE DETAILS AND SHEARWALL Q J �-J Z BAND JOIST TO JOIST (END—NAILED) 3-16d per joist SPECIFICATIONS FOR / " " ti RAFTER TO PLATE V 2X10 RIDGE O O ' W> CONNECTOR I I I 1 0 F—Q Q BAND JOIST TO SILL. OR TOP PLATE (TOE—NAILED) 1-8d 4" o.c. toe nail D I'7 r� co �' Q Z v w J HEADERS SEE PLAN CS16 STRAP 0 EACH POST N N �' 0' Z af CS16 / HS3 . r� ROOF SHEATHING G JACK STUDS OR A r z az Q T0 0 EAJACK STUD Q o TRIMMERS SEE ANCHORAGE SCHEDULE I�1 of O F-O FOR NAILING REQUIREMENTS Q J Z O STRUCTURAL PANEL'S 8d common 6" EDGE / 12 FIELD ■SEE FLOOR PLANS E ATTI STORAGEbi 4" GABLE ENDWALL PROVIDE STRAPPING ® II (UINHEATED) II II �' z JACK & KING STUDS 6 SEE DETAILS AND SHEARWALL J Z O C E I L I N G S H E A T H I N G WRAPPED UNDER SILL PLATE F SPECIFICATIONS FOR w II II II II - - - 0_j 0 WALL TO FOUNDATION ui AS PER WALL OPENING CONNECTOR Q (2) 1.75 X 9.5 LVL N GYPSUM WALLBOARD 1-1/2" gal. roofing nail 7" edge / 7" field HEADER SCHEDULE BELOW A O � _T_ — — — O O = _ TOP OF FND. WALL t7 00 � _ANCHOR BOLTS N N ,� ( O:f W A L L S H E A T H I N G / SEE SHEARWALL �. O HDU4 HOLDOWN I / �I / SPECIFICATIONS AND STRUCTURAL PANELS 8d common 6" EDGE 12' FIELD AT OVERHEAD DRS DETAILS FOR II 0f 's II °x° / SEE PLAN FIBERBOARD PANELS 8d common SPACING (0 XII / XI II IC-4" II / \ II " REVISIONS 7/16" 8d common 3" edge / 6" field1 C14 25/32" 8d common 3" edge / 6" field C0 N , / 2X RR NI 2X6 RR\ S G 5RR NI 2X6 RR\\ IGYPSUM WALLBOARD 1-1/2" long type W or S screws 7" edge / 7" field O.C. 16" O.C. / I 1 0 HARDBOARD 8d N/A WALL OPENING HEADER ANCHORAGE DETAIL I —IV, I \\ PARTICLEBOARD PANELS 8d N/A FLOOR S H E A T H I NG N.T.S. STRUCTURAL PANELS ® 3046 >15P—OvP 3046 1' OR LESS 8d common 6" edge / 12" field »GREATER THAN 1" 10d common 6" edge / 12" field 9 -6 9P-61P NOTE: PROVIDE HDU4 ELECTRICAL WORK SHALL COMPLY WITH PART VIII — ELECTRICAL OF THE N.Y.S. HOLDOWNS AT ENDS RESIDENTIAL CODE AND ITS REFERENCED STANDARD NEPA 70-99. ,_O„ OF SHEARWALLS. WIND LOAD DESIGN SHALL BE IN ACCORDANCE GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 BTEN 1ST-2ND FL. WITH AF&PA WOOD FRAME CONSTRUCTION MANUAL SEE PLAN FOR LOCATIONS 2015 EDITION CHAPTER 3 PRESCIPTIVE DESIGN PROVIDE SMOKE ALARMS IN ACCORDANCE WITH SECTION R314 OF THE PER SECTION IR301.2.1 2015 I.R.C. 2015 INTERNATIONAL RESIDENTIAL CODE. PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH SECTION 915 OF THE PROPOSED SECOND E00 P 2015 INTERNATIONAL FIRE CODE CODE AND 2017 N.Y.S. CODE SUPPLEMENT. SCALE: 1/4" = 1'-0" ALL HEADERS SHALL BE (2) 2X10'S UNLESS OTHERWISE NOTED 34'-0" 34'-0" 4X4X1/4" COLUMN (TYP. FOR 2) DD A500 Grade B (fY=46 ksi --- -- -- - - --- - --- - - -- -- -- - - --- - W r�- - -- - - -- - - ---- --- -- -- - - --- -- -- - - - - - - - - - - -- � Y i I II W j ` A II A 2'X2'x12" A O y I I I CONC. FTG. O w/ 3-1/2 O STD. STL PIPE COL. 2X10 FL. JT'S w 2X10 FL. JT'S F W 0 SII —J I 12" 0.C. 16" 0.C. N A w � j C:) = I I o o J J UNEXCAVATED 2'X2'X12" j . I oil w J I ^ , CONC. FTG. I i� d-II ;� 00 N N I i W/ 3-1/2 i .' I N N "I > r` N I STD. STL PIPE COL. I I I - 19'SIP-40P x Ldn DETACHED GARAGE 8" P.C. FOUNDATION WALL, TYP. I I '� � I I - 5 CONC. SLAB W/ II O 6X6 10/10 W.W.M SHEET TITLE Vit: I 16" x 8" P.C. FOOTING, TYP. I 0 I I ON COMPACTED FILL W/ 2 x 4 KEY (DROP 0� N L_ — I,/ I o o FOUNDATION PLAN :. I FN D, 1 4X4X1 4" COLUMN TYP. FOR 2 II 2'8X6'8 FIRST FLOOR PLAN ® o ® A500 Grade B (fY=46 ksi II 141-0)) SECOND FLOOR PLAN L —I N (2 1.75 x 14" LVL HEADER (2) 2X12 HEADER `� FASTENING I. ,s. - - --- -�-- - ---- ---- -- - - .- - --.4.- - -- - _._ --- --- � SCHEDULE — - - -- - - -- - -- -- -- - - -- - --- - - - -- - - -- - - -- - - -- - - J 16' X 8' OH DR. 8' X 8' OH DR. A A D A A A A D A A A ® HDU4 HDU4 ,. 3'-0" 16'-0" 2'-4" 8'_0» 4,_g„ HOLDOWN SEE DETAIL THIS DWG. HOLDOWN HDU4 SDS3 Iv'- SEE DETAIL THIS DWG. 2 —10 16'-4" MO 2'-0"1 8'-4" MO 4)-7)) SSTB16 ANCHOR BOLT 34P—O" DROP FND FOR OH DR. DROP FND FOR OH DR. 3 STUDS PER CORNER 34'-O" DNOVEMBER 12, 2019 DETAIL AT HOLDOWN .. `} NOTE: ` �� °) - ti°. PROJECT N0. N.T.S. PROPOSED FIRST FLOOR PLAN ALL STEEL SHALL BE ASTM A442-GRADE 50 K-, 1946 ANCHOR BOLTS SHALL BE 5/8" DIA. W/ SPACING AT 36" O.C. SHEET N0. OF FOUNDATION PIM REFER TO DETAILS DRAWING A6 FOR ADDITIONAL INFORMATION SCALE: 1/4" = 1'-0" 2 OF 4 SCALE: 1 4 'ri F==�i=" J" 12 6� 12 ASPHALT SHINGLES 0 Q z � o(n 12 ASPHALT SHINGLES !�2 Y >ix LJ 0 v 00w wV)Zo O ~ R w R _ �F=-LL-LLJ � Ld ELJ00 Q Q 0 a Z W 0 RAKE 3046 3046 WHITE CEDAR SHINGLES A W Q N z m �.r J (TYP.) WHITE CEDAR SHINGLES (TO MATCH EXIST. HOUSE) Z C)0 o.7.( TO MATCH EXIST. �fl HOUSE) z >iE w 24310 24310 w O w Q Z aT .� Z p" d O 0 :2 W m F—VOZ (� 0 w <uaf 0 J :2H-JZ z�aQ Z� z QR HEYO 110D GRADE BEYOND a Q Q 0 w0Z� 16' X 8' OH DR. 8' X 8' OH DR. 2431 E J=T=� z>mw 0- <0 w w www GRADE (VARIES) GRADE (VARIES) I --D c STEP FTG. 30 DEGREE ANGLEoel o z i ICQ o Z I OF REPOSE - - - REVISIONS Ile �a I FRONT ELEVATION FJGffSMEELEVATION SCALE: 1 /4 = 1 '-0" SCALE: 1 /4" = 1 '-0" 12 6 rT� 12 � V 61 ASPHALT SHINGLES u W A fx ASPHALT SHINGLES WHITE CEDAR SHINGLES w � z (TO MATCH EXIST. HOUSE) A 24310 24310 A 0 t -co WHITE CEDAR SHINGLES � (TO MATCH EXIST. HOUSE) U 24310 24310 SHEET TITLE I GRADE (VARIES) GRADE (VARIES) ELEVATIONS — — STEP FTG. 30 DEGREE ANGLE — —— OF REPOSE 1 z I I I I I LENT SIDE ]ELEVATION - REAR ELEVATION - .v d DATE: .SCALE: 1 j4 1 ,-0„ SCALE: 1 /4)) = 1 '-0" �" ? NOVEMBER 12, 2019 , „ = . PROJECT N0. 1946 SHEET NO. OF 3OF4 TOP PLATE SPLICE REQUIREMENTS BLDG. MIN. SPLICE a ASPHALT SHINGLES — MIN. 6 DIM. (FT) LENGTH (FT)12 2 2X10 RIDGE BD. 1-1/4" X 20 GAGE RIDGE STRAP DETAIL NO. 1 ATTACHED TO EACH PAIR OF FASTENERS PER SHINGLE 16 1 OPPOSING RAFTERS. CONNECT RIDGE STRAP 20 2 W/ 4 — 8d NAILS IN EACH END OF STRAP 24 2 2X8 RAFTERS — 16" O.C. 15# FELT LOAD PATH CONNECTION REQUIREMENTS 2X8 RAFTERS 16" D.C. 1/2" CDX PLYWOOD 28 3 32 3 2X8 RAFTERS — 16" O.C. 36 3 ROOF RAFTER TO WALL: 6 CONNECTOR UPLIFT LOAD (U)= 268 O - ASPHALT 40 4 � z� 50 5 0 U) CONNECTOR LATERAL LOAD (L) = 171 I SHINGLES CONNECTOR SHEAR LOAD (S) = 89R N 60 6 W O DETAIL NO. 2 2X10 RIDGE BD. 70 [—� w NON STRUCTURAL RIDGE BEAM 80 8 n-O 2X6 TIES 16" O.C. SEE PLANS & SECTIONS �N z o 12 NOTE: PLATE JOINTS SHALL OCCUR =o W j * DIRECTLY OVER STUDS BELOW ¢ 0 DETAIL '1' AT RIDGE 6 �, Ww 0 ATTIC STORAGE H2A CONNECTOR �j ¢O°- p Do (UNHEATED) NON STRUCTURAL RIDGE BEAM N.T.S. N A � W Q�Zm Cfl NOTE: USE (2) H2.5A CONN. — 2X6 FASCIA Z W Of O IF RAFTERS / STUDS DO NOT J U O i=_� ADETAIL N0. 3 NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN 2X4 COLLAR TIE'S ARE LOCATED IN THE ALIGN =U� 2X10 FL. JTS — SEE PLAN FOR SPACING UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE (2)2x4 PLATE ** O W Z WITH THE NAILING SCHEDULE 0 SCREENID SOFFIT VENT W F—CJOZ W14X43 GIRDER (BEYOND) 1 -0» 0 ?U o Z ROOF DIAPHRAGM BRACING a• �Uj s —¢ ¢ PROVIDE BLOCKING AND CONNECTIONS AT PANEL " Q Z�w J EDGES PERPENDICULAR TO ROOF FRAMING DETACHED GARAGE DETAIL N0. 4 c� GRADE BEYOND MEMBERS IN THE FIRST TWO BAYS OF FRAMING " "� z¢ ¢Qo SPACED 4 FEET ON CENTER. NAILING SHALL �_ (BEYOND) (UNHEATED) BE PER THE NAILING SCHEDULE W C)� 2 ¢ U O � a o W o _C E •e 1� Z��W WHITE CEDAR SHINGLES ly/C DAMPROOFING O 8" P.C. FOUNDATION WALL, TYP. �— (TO MATCH EXIST. HOUSE; _Q o I EXTERIOR COVERING SHALL DETAIL 2 AT PLATE w > C� COMPLY NTH SECTION R703LLI 5 CONC. SLAB W/ I Simpson Strong—Tie . '' 6X6 10/10 W.W.M 'f AND INSTALLED PER MANF. REO MTS SCALE: 3/4"=1'-0' H2A g Tie w W ON COMPACTED FILL TYVEK O o A 0O 1/2" CDX PLYWOOD SHEATIING FOR ROOF SLOPES LESS THAN 4 ON 12, PROVIDE 2 LAYERS OF UNDERLAYMENT (R905.2.7) ** REFER REFER TO TOP PLATE SPLICE SCHEDULE THIS DWG. FOR MIN. SPLICE LENGTH H 2 A CONNECTOR �•,, , .:.. . ..s.::,•: OR 1/2 O.S.B. SHEATHINGGG++����iicc.. REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR RAFTERS NAILING REQUIREMENTS: RL:v1,7IONS I g 2X4 WD. STUDS, 16" O.C. REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS 5 — 8d NAILS TO RAFTERS i� N/R TO PLATE SILL OR BOTTOM PLATE TO FOUNDATION 5 – 8d NAILS TO STUDS CONNECTOR UPLIFT LOAD (U)= 59 CONNECTOR LATERAL LOAD (L) = 1.29 CONNECTOR SHEAR LOAD (S) = 436 16" x 8" P.C. FOOTING, TYP. W/ 2x4KEY SECOND FLOOR O _ TYPICAL EXTERIOR WALL ATTIC P W STORAGE °Y F, SECIRON: A A / PLYWOOD T&G SUB FLOOR Fa o REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR WjLL STUDS N z 0 REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REWIREMENTS 2x10 FL JTS SCALE: 1 /4 = 1 —0 SEE PLAN FOR SPACING . STUD EXTEND UP &SD WNAFA E OF H2.5A CONNECTOR STUDS 12" MIN. 4-8d NAILS EA. END 5 — 8d FASTENERS TO RAFTERS 5 — 8d FASTENERS TO PLATE NOTE: PROVIDE HDU4 5 — 8d FASTENERS TO STUDS HOLDOWNS AT ENDS FOR EXISTING UNALIGNED WORK. PROVIDE= FIREBLOCKING & DRAFT STOPPING (2) 2X4 PLATE OF SHEARWALLS. ALL NEW WORK SHALL ALIGN BTEN 1ST-2ND FL, AT ALL CONCEALED OPENINGS BOTH VERTICAL FIRST FLOOR SEE PLAN FOR LOCATIONS AND HORIZONTAL IN ACCORDANCE W/ SECTION' R602.8 & R302.11 OF THE I.R.C. SEE GENERAL NOTES. II 'k Minimum of seven bolt Use every other nail hole CUT In a row to provide the U diameters 0 LENGTH achieve table code—required minimum END 12" MIN. T center—to—center rT, V DETAIL 3 AT SECOND FLOOR spacing for nails LENGTH F+i Threaded Studs loads. This s Rod � distance is WOOD IN CONTACT W GRADE AND DECK LUMBER INCLUDING GIRDERS POSTS JOISTS designed into z / holdown. SCALE: 3/4" = 1'-0" CLEAR !"�1 RAILS AND DECKING SHALL BE A.C.Q. TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF I Floor ,foist Distance may be REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS SPAN APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320 OF THE BUILDING CODE increased without REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS • c� ALL FASTENER SYSTEMS SHALL BE HOT—DIP GALVANIZED AND OR STAINLESS STEEL. affecting load capacity, p% FLASHING SHALL BE COPPER—TEX Install provided the END Washers anchor nut IS Provide minimum S LENGTH 12" IMIN. not over—torqued, end distance which could split I p Equal number of rTl specified nails A the Stud. in each end Simpson Strong—Tie CS Coiled Strap AT EACH S17UD >� O 2X10 BLK'NG 0 HDU4 HOLDOWN CONNECTOR NOTE: PROVIDIHDU4 GA$V.DIA. BOLTS COIL L STRAP DETAIL p 2X10 FL. JTS FIRST / SECOND FLOOR HOLDOWNS AT<NDS- 7 MIN. EMBEDMENT !moi SEE PLAN FOR LOCATIONS OF SHEARW,ALS. N.T.S. 36" O.C. MAX. WITHIN 12" BTEN 1ST-2N FL. FROM ENDS OF EACH h+� SEE PLAN 17010CATIONS PLATE SECTION. PROVIDE 3" WASHER ® EA. A.B. 1-1/4" X 20 GAGE STRAP LAPPED UNDER PLATE AND NAILED TO EACH STUD W/ 4– 8d NAILS I j EXTEND UP FACE OF EACH STUD 12" MIN. 2 X 4 .40 A.C.Q. TREATED SILL 2X6 NAILERN W/ COPPER TEX FLASHING � SHEET TITLE W14X43 STL. GIRDER 8" MIN. SECTION: A - A GRADE DETAILS DETAIL A-A AT GIRDER SCALE: 3/4"=1 '-0' DETAIL NO. 4 SCALE: 3/4"=1 '-0' DATE: NOVEMBER 12 2019 PROJECT NO. �y.� 1 " .. 0 i 1946 SHEET NO. OF 4OF4