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HomeMy WebLinkAbout43427-Z �UF OF 1� Town of Southold 7/31/2020 a . P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41305 Date: 7/31/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 735 Champlin Pl, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2019 pursuant to which Building Permit No. 43427 dated 1/29/2019 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 AS APPLIED FOR The certificate is issued to McGlinchey,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43427 07-28-2020 PLUMBERS CERTIFICATION DATED rt eed ure �SOFFot��, TOWN OF SOUTHOLD BUILDING DEPARTMENT y' 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#: 43427 Date: 1/29/2019 Permission is hereby granted to: McGlinchey, Christopher 180-34 Aberdeen Rd Jamaica Estates, NY 11432 To: construct a non-habitable accessory garage as applied for. At premises located at: 735 Champlin PI, Greenport SCTM # 473889 Sec/Block/Lot# 34.-3-31 Pursuant to application dated 1/25/2019 and approved by the Building Inspector. To expire on 7/30/2020. Fees: ACCESSORY $333.60 CO -ACCESSORY BUILDING $50.00 1: $383.60 i Building Insp�ter-- -- --- 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 I%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 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. New Construction: Old or Pre-existing re-xisting Building: 1 (check one) Location of Property: / C � N EL V 9/6� House No. Street Hamlet Owner or Owners of Property: A 0' G,(/j G(, Suffolk County Tax Map No 1000,Section ock ®� Lot Subdivision Filed Map. Lot: Permit No. ou I Date of Permit. Applicant: A3 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Z. Request for: Temporary Certificate Final Certificate: one) Fee Submitted: $ 150 Applicant Signature SOU�g®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O • �®� sean.devlinCcD-town.southold.ny.us lyC®Uf�`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher McGlinchey Address: 735 Champlin Place city:Greenport St: Ny zip: 11944 Building Permit#: 43427 section: 34 Block- 3 Lot 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 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 X Heat Duplec Recpt 10 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower I Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED 7 Exit Fixtures Pump Other Equipment: 50A Car Charger Notes: Acc. Garage Inspector Signature: ^ Date: July 28, 2020 S.Devlin-Cert Electrical Compliance Form.xls �o�apF SOUlyO6 TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ FOUNDATION 1ST kX 6 ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] _FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �v INSPECTO # TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�' 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: O DATEAt I ()v INSPECTOR �o�aOE SOUTHp # TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ! INSPECTOR - - �oy�0 yolo # # TOWN°OF SOUTHOLD BUILDING DEPT. courm, 765-1802 i1 NSPECTION [ ] FOUNDATION 1ST 7 [ ] UGH 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: DATE 3 INSPECTOR OF SOUjyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cnu765.1802 INSPECTION = = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] SULATI0WCAULKING [ ] FRAMING /STRAPPING [ FINALLf -[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - REMARKS: DATE INSPECTOR / �pf 50l/TH Ll � I ----- * # TOWN OF SOUTHOLD BUILDING DEPT. G _ `ycounr 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY ' [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)4'�, F, [ ] CODE VIOLATION rl PRE C/O REMARKS: reWL DATE ° ANSPECTOR FIELD INSPECTION REPORT DATX COM NTS D h 6 FOUNDATION(IST) y ------------------------------------ ' C 'FOUNDATION (2ND) �y P Z ro ROUGH FRAMING& PLUMBING y c � 13 �Y► dS b � • INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMEN S � Z m 1 °z d r� b H 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 `4 SLi��-2:: 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 1 Contact: Approved y '20 Mail to: IL4T-Z-- Disapproved a/c Phone: Expiration L; D Building Inspector JAN 2 5 2019 Y APPLICATION FOR BUILDING PERMIT TOWN OF SOIPI' Date 01 2 , 20 t 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, age , architect, ngineer, general contractor, electrician,plumber or builder Name of owner of premises g 6Lt dA, (As on the tax roll or 1 est 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. Locat�,p39, cn a nd I proposed v�ork4e: 0?4 q House Number Street Hamlet County Tax Map No. 1000 Section - , 4-= Block OE Lot J Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy IJ l M I b. Intended use and occupancy v )� Df,7415W 67,4 CA CIC 3. Nature of work (check which applicable): New Building ZY Addition Alteration Repair Removal Demolition leOther Work (Description) 4. Estimated Cost Fee (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 6. If business, commercial or mixed ooccu� ecify nature and extent of each type of use. 7. Dimensions of exis�g s p res', if an : Front Rear Depth Y Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � 8. Dimensions of entire new construPtifff—ont Rear Depth Height Number of Stories' 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 �2* 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO, 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO 14. Names of Owner of premises �UAddress Phone No. Name of Architect C Address Phone No 2 Name of Contractor Address Phone No. 2. 4 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 MAYBE QUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) �^ SS: COUNTY OFJ I� _Z7 KI (lam G✓ w__4eing duly sworn, deposes and says that(s)he is the applicant (Name of indiv'dual signing contract ae named,bov C®i�ivlE D.BUNCH(S)He is the Notary Public,state of Now York (Contrac or,Agent, Corpor e Officer, etc.) Qualified in sui<foik County�,,,°1 commission Expires April 14,2�U 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 a d li and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this qcj/h day of - l C 20/9 Notary Public Signature of Applicant Scott A. Russell Q>1STO MMA TIER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 7.179 WMMain Road-SOUTHOLD,NEW YORK Wnz '¢.� Town of Southold CHAPTER 236 - STORAIWATER MANAGEAWNT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT INVOLVE ANY OF TRE IiOi.LOCr Yes No (0JECK tail.THAT AMY) ® A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square f eet of ground surface. L7B. 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. 1 ® E. Site preparation within the one-hundred-year floodplain as depicted - on :Map of any water curse. ® 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 'gown and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to al$of the questions above,SrOPt Complete:the Applicant section below WIM yottr Name, Signature,Contact lufmmtion,hate& Ctmnty Tax Map iMitunberi Cuter 236 does not apply to your prodert. If you answered YO.to one or more of the above,please submit Two copies of a Storunvater Management ConfivI Pian and a compiaw Cheer wq Form to the Boding popartment wish your Butiding Permit Application. APPLICANT: Wmp-ty Owner;Design Pra esswrol,Agent.Cantrurtor,(bled S C.T.M. $: 1000 tater f>ksrict NAME Ad( 41 FOR BUILDIIN a DEPARTNENT USE ONLY Contact lnfol-melon: Reviewed Br_ — — — — — — — — — — — — — — — — — — Date- Property Address/ Location of Const tionWork: — — — — — — — — — — — — — — — — — ��„ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. LiStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 201 �guF F es; ` FBUILDING UV/ ''_ DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD UL 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 o ® V d I Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 UH,DTNG DRP da roger.richertCcD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VE:,-n+ Date: ?-/0-1 Company Name: t✓qs r C Inc. Name: Veiri+ License No.: 310%1 -M E email: ala 11ni eas 2 a kgo Ca Address:, 13aLo ` eo _!;0uT L Phone No.: (a31 - &�- V,2 JOB SITE INFORMATION: (All Information Required) Name: L a` Address: C4 ,gMAQV ft-ACC FA 4/lavu Potr Cross Street: Phone No.: Bldg.Permit#: J 3 A -7 email: Tax Map District: 1000 Section: Block: 3 Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) c� Circle All That Apply: Is job ready for inspection?: E / NO Rough I Final Do you need a Temp Certificate?: YES /-NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A Old Meter# New Service - Fire Reconnect- Flo nnect- Service Reconnected - Underground - Overhead # Und aterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i Request for Inspection Forrn.xls �� � Town Hail Annex �� {a Telephone(631-1802 54375 Main Road ' Fax(631)734-9502 P.O.Box 1179 2 Southold, NY 11971-0959 BUILDING D PM:fMt-NT NOTICE OF UTILIZATION•.M.-TRUSS TYVIE CONS"fRU'C`Tl4N, PRE-ENGINEERED vv0g6,CMSTRyCTiON f"it-VMBER C(WaTRUCTIOIV • ®ate: Owner- tu r Location of Property. ,�` : .'> f. Plea eta a notice that the(check a � > Y ' Y• t> lirae). New resideplial Wucture : Addition to mdstiii i=rbidentlai strlct4re Rehabilitation t4 aoising.residential sWeftt� to be constructed or performed at tlae bubo i e e above will Utilize r r't. (check applicable line): > Truss type construbt. Pre-engineered d; t . r- i '4.� Timber construction' in the following location(s)(check applicable line): - Floor framing, inclUdi g�gilders:at d.f ii(F}_ Roof taming(.R),- Floor of( ring (FIS - . -- - - - - - — Signature: > Name (persdn.submitting-'this form`): _ Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 o��OF SO(/ryol Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q �yC0UNr1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 29, 2020 Christopher McGlinchey 180-34 Aberdeen Road Jamaica Estates, New York 11432 RE: 735 Champlin Place, Greenport TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. --k7 j5 A fee of$50.00. Final Survey with Health Dept. Approval Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Placard VFR required. Energy Test Results required. Letter stating soil stabilization has been completed. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43427-Z Accessory Garage V11 p 75 Ci6 I'l T/�xce co "A ► � ,�!� � S - am' FU ITSU { 0 IL SPLIT TYPE AIR CONDITIONER CERTIFIEDT. OUTDOOR USE www.ahridirectory.org UnitarSmall HP MODEL No. AOU24RLBStandard: 210/240 IifiSERIAL No. FPI ' 0 g 8 8 ' SOURCE 208/230 V 6OHz 1—PH COOL HEAT CAPACITY (ARI) BTU/HR 24000 24000 TOTAL AMPS, 11 . 8 13. 8 OUTDOOR COMPRESSOR AMPS. 11 . 2 13. 2 FAN MOTOR AMPS. 0. 3 0. 3 MINIMUM CIRCUIT I 'AIGI 17. 1 A 20 A MAX. CKT. BKR. ' REFR i GERANT R410A F IiilGED 3 I b 1 oz c us �, o 450 ps i g. STE DESIGN PRESSURE- HIGH SIDE � Intertek LOW SIDE : 240 psig. 91986 ETL LISTED ASU24RLB CONFORMS TO APPLICABLE 1 NIDD+ t�IT ' UL STD. 1995 CERTIFIED TO CSA STD. C22.2 N0.236 FUJIT�U GENERAL L11V1 ITED MADE I N P.R.C. (I-10 MOS 40 NA101. 1NF1 n 1NVd3a ONIGIU19 6560-l L611 kN`PlogjnoS 6LII x08 'O'd ZO) 6-S9L(I£9) xvd PEON uW'W 9L£t7S Z081-99L([£9)iuoydalaZ xauud[172H umol .i o>Dyl�o A0��0~ S REVISIONS Q S 33027'0" E 150.00' 4O �Q 60 0O O 0 O O o TEST HOLE HAY BALES U � 2 STY. FRAMED SILT FENCING PORCH w m ti x G PER CODE HOUSE z ---------------------------- r ---------------------------- -------------------- w o N � U , m z 8'dia., 4'deep Q� DRYWELL --------------- / SCREENED-IN — / SOIL PORCH V I I i C)LOCATION I y \ ` ' CONCRETE / Q Q M WASHOUT — ' ' �D a v v °cV PROPOSED EX. G R A V E L DRIVEWAY 4 n� GARAGE 10 0, U u N 33021'0" W 149.22' RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 7, 147' �� � a'n-�r , ep r s��� OF THE TOWN CODE. Must provide Manua y d L." �•A . t ��"��`;,� }g D, J and S as per SITE PLAN cA i , ��. R.P.'f 3—L r-0-T u oz� L;4 - vow L �L NYS Energy Code i"., v� TRUSS PLACA'RDING REQUIRED SCALE: 1" = 10'-0' !=- 3 .-.._ F;',': - __ _.. ...a._ , P R!-�-F,01 'T �r-�- m I� j L �-��ATE �. 1f3C1 6A-9 TC 4 FOR THE �/''T�i t >`r 0 ys °a��✓ r "C1 i �� LE "w���S"�`"� ;�"1�°. !"."�� ; ' RAF,` rTl SOIL TO SOIL TO =t. i ��+r I� I� ^r E4rli` J. AY AREA: AREA: LOT COVERAGE: P=o' ;;��y! - T�"�° F� �I�'r. ° COMPLY WITH LL CODES OF �,� - ��� �, y W ,- REMOVE• FILL: Fos F��..�u cc'`cRrT NEW YORK STATE & TOWN CODESA- F! �r• ll '. F1CJG!-{ - F RA''ING E, PLUr.'r'� ;G r �� � � V Q W AS REQUIRED 4N!)-CONDIT-0N; aD _____� `�' '° —' lrv, 'JLATICPN �;' 4. Flr�^,L CCi �T;'JCTI01! MUST Z Z PROPERTY: 11,464 SQ. FT. 0.26 acres _ , , �; ,: BE COMPLE{I_ FOR l C.C. ALL 'JCTIO J SSI^,El MEET THE- S iiL�n. v�„� bL,..Y Y I� �5 F---i 0. DISTURBANCE 3 000 SQ. FT. �IWC,,1;�F;1,rr;-rS OF THE CODES OF NEW M� Q Z YORK' STAT E. NOT RESPCr;SIL?LE FOR $ rL. r4 v11.GS U =Blower door 0 W HOUSE: 1 343.2 S . FT. 11 .7% Dr:.._�IGrj OR co�isTRucTlor� EF;RO°S' NY' and duC Orl; 4 M Q ti SCREENED-IN PORCH: 272.0 SQ. FT. 2.4% ° SCTM No. : 1000-34-3-31 testing;required. FRONT PORCH: 91 .0 SQ. FT. 0.8% DRAWN: MH/MS DETATCHED GARAGE: 584 SQ. FT. ° MEETS AND BOUNDS: PECONIC SURVEYORS JOHN METZGER SCALE: 1/4"=P-0" 5.1 /0 66 CU. YD. 26 CU. YD. JOB#: (631) 765-5020 LIC. No. 49618 January 14,2019 DRYWELLS: 8' X 4' 7 CU. YD. 2 CU. YD. SHEET NUMBER: TOTAL: 2290.2 SQ. FT. 20.0% 73 CU. YD. 28 CU. YD. PROPERTY SURVEYED: MAY 12, 2011 S. 1 REVISIONS O - - - - - - - - - - - - - - - - - - 00 o©O 0 Lo O I � o - ry N � o co " m 00 � z � I o O O ` ' LL] , 11 11 I SOUTH ELEVATION SCALE: 1/4" = 1' Q o H EAST ELEVATION W SCALE: 1/4" = 1' - - - - - - - O � - - - - - - - - - - - - - - - - - - - W ° U � o � a o I o 00 Ln - - - - - - - — - - - - - - - — - - - - - - - - o I ao > —� W z z_ O d O 2 W NORTH ELEVATION U co SCALE: 1/4" = 1' 1IN SCsry�r A WEST ELEVATION „r : DRAWN: /MS 1/ .�-..,� t R� � �-;r?�I"�;+� X� � SCALE: 1/4"=1'-0" JOB#: SCALE: 1/4" — 1' a ;`f January 14,2019 0 SHEET NUMBER: f. .� A� l REVISIONS C 20'-0" �R V0 00 3'-8" 6'-4" 6'-4" 3'-8" D Ale AW41 AW41 AW41 (2)2) DR (2)2X8 HDR , (2)2X8 HDR 20'-0" t-10'4 1/2"PLT.HT.—► 0 ti + + M " I r_____________________________________________________� I U M m 2X10 0-16OC Lu m `\ LJL J (1 I 111 I 1 1 I .S' O O W 1 11 I I I D I U �+ 1111 1 II II O ' + ' ' • Q' M I till rC � v I II /till 1 0 _Z Ll CJC I I I I \ G 1 II II I v I I 1 2XIO 016 1 Q 0 I II 11 I I I ° I O 2'h CONC. I ii ii C I i • i I PLATFORM I / till00 [----- 3 I I I 1 \ I' I I I 1 • I \ 10'-1 1/2" O I I I PLT.HT. O I v I I I I \ I Q I I 0 I (2)2X8 H 4 240v ELECTRIC CAR 3'0" OUTLET w/ / \ ' • ' 1 1 ,� 50amp SUBPANEL / _ O 1--1 -1 (3)2X10 ` p I � C3r I..a - - - - - GABLE ' _- -_,-- - — — -1-( SECURITY I I z G� 1 PULL LIGHTS I • ' M O M I • . . • I 1--1 O DOWN I I nE- n n I I I n I � 1 1 F-LI O 11 11 0 I STAIR 0 1 o 11 11 II X I \ / I X II 11 I • 1 1 +0 I O F� w II 11 3'-3" 1[-41/1" I I l 1 I I I I N 1 I N I I I 1 Q 1 I I 1 �Vnl , 1 I I • I `" ICA —0" r ` v •I I � 1 , I D 1 i i \ (3)2X10 / , OI � 1 I + 1 I I (D O 1 I Q I 1 1 I 40-50 mp I 4 1 v 1 01.1 I ET 1 I I • ' (2)2X12 H�R O W }. I Q I I I Q I d I I 3'd CONC.APRON i • •� - e .o ° i a Z ------------------------------------------, 10/2 8'-3" —101/2 O 7'-0" 7'-0" 3'-0" 3'-0" 14'-0" 2 IW U 14'-0" 20'-0" W E PROJECT NORTH FOUNDATION PLAN F 4 -� �;; W S E PROJECT NORTH 1ST. FLOOR PLAN n — � 4 �^ DRAWN: MH/MS / 1 SCALE: 1 4 - ,< ` .= `,t � SCALE: 1/4"=1'-0" SSCALE: 1/4" = 1' f` JOB#: $ o �r January 14,2019 �+ �.O .•§a' SHEET NUMBER: REVISIONS 1-3/4X14 ML RIDGE - - - - - - - - - - - - - - - - - - - - - - — _ _ — 12 2X4 16 O @48-OC 12 @ (p o°© STANDING SEAM R30 METAL ROOFING TO MATCH HOUSE ,y�1 w/UNDERLAYMENT 5/8"SHEATHING 3/4"SUBFLOOR 2X10 DF#2 @16"OC O 1 1 00 I 1 1 1 1 0 1 1 � 1 1 F"q M xN R13 �� M 1 12 1 x 0 1 2X4 STUD WALL(YP.) ; (� i v o 5/8"SHEATHING 2XIOClIC i O o y BOARD&BATTON SIDING 2X6 ACQ SILL PLATE 1 1 m TO MATCH HOUSE w/ TERMITE SHIELD UNDERLAYMENT SILL SEAL i }' U 1 1 EL.3.7 4"CONC.SLAB,REINFORCED w/ EL.3.0 c EL.3.3 6X6 10 10 WELDED WIRE FABRIC R e. a e. a e. x SLOPE TOP OF SLAB TO OVERHEAD2'X2"DOWBD• e' 2X10 RR r 16"OC i i 1 � 1 R10 DOOR(S)FOR DRAINAGE,1/8":12"(MIN). tNsuv+rloN O p NOTCH 2"DOWN AT DOOR OPENINGS PERIMETER p 8"PC WALL 1 1 1 1 EL.0.0— _ 16"X8"CONC.FTG. i (2)#5 REBAR 1 1 1 1 SECTION A-A W ' v ' 1 � 1 1 1 1 � 1 SCALE: 1/4" = 1' Q I V , 1 , 1 V^X' ' M ' �D W z 1 , 1 a 1 , 0 ca' O 12 ; PULL U 1 14 DOWN 1 W cn STAIR U 1 , 1 , 1 , 1 , 1 , _ o ' 1 / 2X10 RR na 16"OC i 2X10 DF#2 RR @16-OC 1 7 1 1 12 ; 3/4"SUBFLOOR 1 14 , 1 , p 2X10 DF#2 @16"OC I / 2X10 RR 0a 16"0 i 1 1 00 LOFT DOOR ; ® ' VIF 1 2's" � U O U a w Z 2X4 STUD WALL(1YP.) O Z_ � 5/8"SHEATHING BOARD&BATTON SIDING 2X6 ACQJESHIELD ~� -� of TO MATCH HOUSE w/ TERMITd UNDERLAYMENT SILL r M" v 2 W 4"CONC.SLAB,REINFORCED w/ 7VU W6X6 10/10 WELDED WIRE FABRIC ELN �a e. a e. a or) PROJECT NORTH ROOF PLAN 2'X2"DOW 8D • W E � 8"PC WALL � INSULATION •; - PERIMETER C O S SCALE: 1/4" = 1' �.p .` 16"X8"CONC.FTG. a (2)#5 REBAR '` ;) •�� DRAWN: MH/MS SECTION B-B �� � .�: Y:� :,t � � SCALE: a 1,'" ° JOB#: SCALE: 1/4" 1' �� �,� �P/�P January 14,2019 — +f�'. renF< SHEET NUMBER: A-3 REVISIONS REScheck Software Version 4.6.4 Compliance Certificate Project 000 000 Erergy Code: 2015 IECC r------� LocaNxr: Southold,New York Consbuction Type: Single-family ProiectTypc New Construction Conditioned Floor Arca: 0 flt2 'Blazing Area 3% Climax Zone: 4 (5572 HDD) Permit Date Pe'mft Number N Construction Site: OwneriAgent: DesignerlCont"actor. 735 CNAMPLIN PLACE Mark Schwartz,ArchitectQ,' U 4REENFORT,NY P_0.Box 933 r+ Cutchogue NY 11935 a 631-734-4185 a (� co mkserchitect$aptonline.metcr, } Ty ,s vo Z o; `° Ca rte:.—" a ..__ _. .__.-.._- ._......�...�.....�-...�:....a.._..-,.___.�.........:....._,._. ...,._ .._,.,......_..-..___.._...-.....,.,.! 2 ca R M Corre7l'arce: 3_1%Better Than Code V2Klriu IIA: 2�2 Your IIA: 1H6 Yarclmurn SHGC OBD Yo��SHGC: O.25 ,y Thr!!!►trrr ww.r.r Than c<dr l+drr rrRrrd ho.clear cel er tM brut a Msrd en cndt brdroiF n1r.. `L U it oGrS mff p. idr m*m im w oF4~"v*r *m6tir•in•mi.imusaafr herr. M 2" C 2" O Envelope Assemblies W II I I i J ' I i I I / 5 I I I Flaar lc Stab-On-0rmdedieated 108 10.0 0.767 83 I � l I / I � O • �I I I I � I � • 7_11 Insulation depth:2.0' • • Wa!l 1:tread Frame,15'o-c. 1,042 0.0 13.0 0.057 53 Wil rdow 1:Wood Fname:Dlruble Pane with Low-E 28. 0.270 g J 1 I FASTENER TYPE: SPACING: lI ( ( I lI ` / ' I I II I • I I( I i ( I •• I/ ( I /( I • SHQC:0.25 No.8 WOOD-SCREW I ' /l I l� l / I I I I I 'f I II I Door 1:Solid 74 0.280 21 BASED ANCHOR WITH 16"OC • II ( • 'J ) 1� I tin.EMBEDMENT LENGTH I I If J ` Door 2:Solid 7 0.290 2 No.10 WOOD-SCREWS \ T ` •I ( ' • I ' ( \••I ( ( •'� ( ' • BASED ANCHOR WITH 16"OC Cei!i 1:Cathedral Ceiling584 0.0 30.4 0.032 19 ( ' 1 I' ( ' l I �% ( 1 ' •� I I y I \ ( y tin.EMBEDMENT LENGTH J I I I I I I I I I I / I ' 4 z ( II I ( I f I I + I I I Comn6ance Statement- The propose3 building design described'mere is consistent with the building plans,speCiPMOtions,aM other n Q 1/41n.dia.LAGSCREWI I I S I calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in BASED ANCHOR WITH 16"OC — I I — I I — I I I — I Jl^I ( ( l ` l ( REScheck Versio .5 n 4 .4 aid to comply with the mendemry requirements listed in the REScheck Inspection Checklist. tin.EMBEDMENT LENGTH • 1\ I I I • I J I`\ I J ( • I - • I I - •• I • 1 I • �-( v ` I 1 • I I I 314-APA PLYWOOD NDme- Ise F__ U ate /�y\ U ~ JSHEATHING W w 1/2"APA RATED SHEATHING I I ' E- ~ GRADE PLYWOOD I I ' ( I ' 1 ' l O (ALTERNATNNE:7/16"O.S.B.) I 1 / • I It ` •• 1 I It 1 I I ` / • I� W 1/2"APA RATED SHEATHING I I I �I 1 I ll I O Fazi r , GRADE PLYWOOD I ' I ' I` ` `•/ I (ALTERNATIVIVE:7/16"O.S.B.) • 0 I I i I I � I i I / �"i 9 cc cc FASTENER TYPE: SPACING: II ( ' ( ' / ( / / ( ProjectTitle: Report date: 01/14114 U Q Z of 2X4 DF#2 J r I / / I 'J I II / I Data filename:C.%UserslDraftng StatonlDocument�AREScheckVlcGUNCHEY.rck Page 1 of 1 (� No.8 WOOD-SCREWI STUDS "OI I I BASED ANCHOR WITH 10C 1\ r/ WINDOW SILL tin.EMBEDMENT LENGTH / •I I I \ • ' I ••I ' •I • TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC I I I I I I I I PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I I I I ( I THAN 4 FEET 1/4india,LAGSCREW (J BASED • i I I I lI ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH i TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD­­- 2 SSEBLIES FASTENER TYPE: SPACING: AND EQUAL OR SMALLER TOG2ETHER WITH STAINLESS LESS SS EEL No.8 WOOD-SCREW Q BASED ANCHOR WITH 8"OC ANNDD NUTS @ Y-o^O.C. THAN 6 FEET OR GAL BOLTS W/WASHERS tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BA.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in.dia.LAGSCREW AND EQJAL OR SMALLER BASED ANCHOR WITH 16"OC T'fAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL W L°L AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) Q WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" a W Z AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Z � 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 �� a 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. d HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. T 1'1 U v w LO W0 IIJ "" 5`J• +cC�s�, DRAWN: MH/MS p2E SCALE: 1/4"=1'-0.. JOB#: .."L a.•r��i '�5 R'W January 14,2019 SHEET NUMBER: ,p� A�4 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 ENDWALL RAFTER WALL STUD CRIPPLE STUD C BOTTOM PLATE RIDGE HEADER LEDGER BATH TUB DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O 2ND. ADS5 ALL OPENINGS LSTA12 1-1 4"x12" 20g.. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVEP RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. '•+ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ,y FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR R77 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC '1 N WALL STUD a M H THROUGH-ROOF EXHAUST N �] VENTS SELECTED AND (� m e� METAL STRAP LOCATED BY CONTRACTOR U\ o Z W rt RIM BOARD Ln VENTILATION CHANNEL RAFTER AS REQUIRED U A r <H SILL PLATE(S) • RAFTERS MAINTAIN w n VENTILATION WOOD JOIST U M FOUNDATION TOP PLATE BLOCKING b " - 2x4 LEDGER BLOCKING z 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48•'OC -r AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WTH MESH ONTIN. SCREENED VENT ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS ON ALL OPENINGS / `�i� 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNCT TO EACH ERAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT To OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL i \ RAFTER Q Pi 16 WOOD JOIST TOP PLATE I GRDER/HEADER W U w 1ST. FLOORWALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD E"I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION A'PLICATION v ON ALL OPENINGS COJNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U Q RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. U 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"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATEN ETO EACH STUD DBL. SILL PLATE TERMITE SHIELD I SILL GASKET ' r— I • 1 I TYP. CONC. FOUNDATION ( 0MIL. POLY POLY 6 \% DAMPPROOF EXTERIOR GRANULAR FILL • Vs 1 6MIL POLY ON EXTERIOR \' • I • • \ ' V . 10 STEEL COLUMN 1 • ' ' Q 1 •e A i • '• 4 I • 4 p' to, \ • n �` 1 v ♦ CONC. SLAB '� e.° ' \�♦ � ° ^ \• � v ANC FOR BOLT EMBEDMENT: // I I `� • 0 4 POURED CONCRETE: 7" COMPACT FILL : � BLOCK WALL: 15" ♦ •� • KEYWAY FOOTING p V � e ° A'a c• a CONC. FTG. D .G D'A p ' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS %lien" , O p 4 REINFORCING BAR (USP LBPS58 OR BP583) �— DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT V SUPPORTING MAXIMUM SPACING W SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION 1 STORY 72" OC �—�'1, Z TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC z WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION ,.I WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57" OC SLAB-ON-GRADE d r--SUBFLOOR W U U W GONG. SLAB DOORFRAME 6X6 10/10 WWM GARAI COMPACT FILL 1 DOOR —all G JOIST � UI 1 I USE 2X8 17�STEEL BEAM 1 �♦ FOR BLOCKOUT IN F 4" SLAB • '' P.T. PLATE f/` W/ 6X6 NAM M SLOPE ` 4"DRIVEWAY —_ NOTCH JOIST AND ADJUST HEIGHT p', `� < 1 • 71 '7 1 2", ,• • (WITH A NAILING PLATE IF NEEDED) *a•. ,;�"'Jd Z t 4• .0 •• s• :• • .• • TO BE APROX. 1/2" OR HIGHER THAN �..,P 0 r- -- �+ a d a D •p' 4 STEEL BEAM TO ALLOW FOR SHRINKAGE ► 17. RADE • 4,41^--a- -�- • 4 • 4 • 4 �. _ ° O ° • • '• (PROVIDE STRAPPING TO KEEP JOISA_ALIGNED�,�.`• A' 6X6 W.W.M. _ _ —, r. • _�11 4 _ 0� � DRAWN: MH/IVIS 12t# � ea 4 an v po o �9R "! .MIN. 5 ° '• �'A �'s �' ` n_ , , •' 4 REINFORCING BAR 1 °C p a ps•^ C4 SCALE: 1/4 1-� a REINFORCING BAR e . d O•, p — rs F 1 � JOB#: DRAIN TILE �� �I _ 55 S ,, e January 14,2019 44 tz" ° a• L' c•°c•° 's 13 , D T(3'BEAbiP SHEET NUMBER: s TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • � • 4"'"--,, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 4t v f t m4• GARAGE DOOR BLOC KOUT :' �' �.�`�^�Of� �• REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3$d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2),RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:48d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-9d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:48d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCP4-SBC LAP NAIL O ^� O sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c- FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �, �;� rP P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OOo o 0 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 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 N construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 q q P �' P P PP QTY. SPACING (DESIGNED FOR CAT.C) m precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U P P P P g P P g 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE FOOT SEE NOTE:1 N� a anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all m � ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE R-,, m 4-16d COMMONall INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: Ln STUD TO 24 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON + STUD t- O.C. NAIL Sym.: O ea w Y attached with d common nail at .c.at the panel dean 1 'n field, SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NY h 8s 6 o p n edges s d 2 o.c.+ the f d,and FIRE PROTECTION S R314 IRC. HEADER TO 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16dCOMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. y such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ri 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL 2-16d COMMON BAND 101ST, length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floorDEC"s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECDESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting 101SF TO: PER TOE TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL $)-CONNECT1oNSARouNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 3000 s.L.Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO END NAIL e° C° poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. I (BOTH 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 'z 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: H T ON LEDGER PER TOE NOTES TO BEAM 3-8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C PP ) g P BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON �-I F'' - g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ,�/ U v+ 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 914 g p ) P 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 0 P4 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W For framing members with<0.42<6<0.49,the nail spacing shall be reduced to 6 inches o.c. U 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. JOINT DESCRIPTION NAIL f NAIL w z Edition Wood Framing Construction Manual. QTY. :PACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. U below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. C.) 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL sd WrCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5)-A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLER! 7" OCEDGE NOTE:2 FOR PANEL FIELD 6).Concrete piers shall be a minimum 6"above grade. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0. ..FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wallNOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMM AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5)-All flush beams headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMM r 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM + 7" O.C,EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLER- 10"O.C..FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval, 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. V other access openings unless otherwise noted(typical). FLOOR SHEATHING: ` Q W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. V J JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. i1 Z state code and manufacture's recommendation for maximum hole size and spacing permitted. 3)-INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE Z 8d COMMON! J � 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED a under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) d and to form an effective fire barrier between stories,and between a top story and the roof space. I'M"1 requirements. Fireblockin shall be provided in wood-frame construction in the following locations. v Q Z 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g = W needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTESONLY. V V W 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor W 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply equipment supplier. LIQ P Y Fir 1).Nailing requirements are based or wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Ch (' CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ti Contractor and owner for final review and approval. is nailed 3"on-center at the panel e(ge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirement:for structural14 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, ELECTRICAL NOTES: P t`,�� , over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. • `w�"+ s3 C q• ko 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 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 r.r �' F` &t„ ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of mils shall be permitted under stairs shall comply with Section R314.8 N.Y.S.Residential Code. �' r f'k� ' �" S� to have regular 1/2"sheetrock.All walls to be taped and finished. P P Y + q4 -! i`+j tai � DRAWN: MH/MS to be reduced tol -16d nail per foot. ;., i', 1 t, 3).All electrical work to comply with 2014 NEC. t ...� a a � t g� ^, SCALE: 1/4"=1'-0" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of )R s',v 7;.„,, :;, te,y 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or c h as 4).Install Smoke detectors and Carbon Monoxide detectors throughout per section R314 SOIL COMPACTION: flame and products of combustion. T ,, r �� JOB#: app•owed equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR *Y' eq ± January 14,2019 5)-For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. Mr. ` �'3:!t>� SHEET NUMBER: EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. d„r�" 1 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. •�� G; P� rd''f be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR)AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2),COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR COVER TOP NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557)- COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�6 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.