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HomeMy WebLinkAbout43482-Z Town of Southold 12/13/2019 G�:A P.O.Box 1179 'F * 53095 Main Rd - ip�qj©� r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40930 Date: 12/13/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 880 Wunneweta Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2019 pursuant to which Building Permit No. 43482 dated 2/15/2019 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Callas,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43482 11-21-2019 PLUMBERS CERTIFICATION DATED u h e Signature o�sui� TOWN OF SOUTHOLD �a cow BUILDING DEPARTMENT co co 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#: 43482 Date: 2/15/2019 Permission is hereby granted to: Callas, William 90 Hidden Pond Path Wading River, NY 11792 To: construct accessory garage as applied for. At premises located at: 880 Wunneweta Rd., Cutchogue SCTM #473889 Sec/Block/Lot,# 111.4-5 Pursuant to application dated 2/8/2019 and approved by the Building Inspector. To expire on 8/16/2020. Fees: ACCESSORY $457.60 CO -ACCESSORY BUILDING $50.00 Total: $507.60 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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 Bui ding: (check on ) Location of Property: B' Awl Hous 4� /O St et l Hamlet Owner or Owners of Propert�}-► / 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: TemporaryCertificateFinal Certificate: (check one) SoFee Submitted: $ Applicant Signature m OF SOUPS®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin()-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Callas Address: 880 Wunneweta Rd city Cutchogue st: NY zip: 11935 Building Permit# 43482 Section 1 1 1 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double- Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only 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 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks i Disconnect Switches 5 Twist Lock Exit Fixtures Combo SD/CO Other Equipment: 60A Sub Panel 24 Circuit 11 Used Notes Garage w/ Storage Room Above Inspector Signature: Date: November 21, 2019 S Devlin-Cert Electrical Compliance Form As pF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEFT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST*V l J ROUGH PLSG. [ ] 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 ho�aaf SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `ycourm, 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] 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 R MARKS: DATE INSPECTOR �aOF SOUTyo Ll `3 Ll '` Z- o8 o �wcwe)ol h� l0 * # TOWN OF SOUTHOLD BUILDING DEPT. _ �o • �o �ycou765-1802 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 r1l PRE C/O REMARKS: i� Ih �J 0o6C4 J '/"Of .S1d ad 04e ot^0114doct 4 dvrc c DATE I INSPECTOR OfSO(/lHp H 3 2 680 wwwwf; rj, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PL13G. [ } FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [( ']' PRE C/O REMARKS: VO-Az t 9 S-rla AAZ Ae, T)tSl_-)oAlA! _a'. nAJ !lvn LtS= AS: t-L- '0'2_3 0 �Dn �Q�- �ra.N►c�f + DATE INSPECTOR s0- ho� o� # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O courm,N�'' 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: �(�1YY11 h �-- a DATE Pry INSPECTOR l J l�� OF SOU Compj4p �otk, r/�0k,*f�A # # OWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL > '' (OAO'447'e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ak&z - �s --- wt hm- coy, i �o • 6va ovi vk - in AftA L 44 (OA W! TLC Ape /uA VA r. 4r oj k I Yr it DATE INSPECTOR - �� 'to # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm '' 765-1802 r INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL kt- '6".Q, -- � ` [ ] FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ _] FIRE RESISTANT-CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: qD.vAJmz GikZ4-a &vv� DATE INSPECTOR FIELD INSPECTION REPORT PATE COMMS TS 0�' A L c� FOUNDATION (1ST) .................................... X.VVI 'FOUNDATION (2ND) l �n p ° ROUGH FRAMING& m y PLUMBING y S Ave TION P .Y: '� y STATEop Y CODE iAl�/31A (r flk 0 l db co FINAL ADDITIONAL COMMENTS 2-19-M (b 4 Q-0 , r7, C,9 t m U TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILPING1EPARTMENT 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 q3qK2— Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application r,r77- Flood Permit Examined ,20 ( u ,\�' i j Single&Separate JTruss Identification Form �' FEB — B 9019 Storm-Water Assessment Form �j Contact: Approved Iv6 120� Mail to: Disapproved a/c TOvWN'U'1' �iUU Phone-,Jc� � / l Expiration 120 Q %JN B t gInspectorPPLICATION FOR BUILDING PERMIT - 2V29 n Date J , 20� G. INSTRUCTIONS TOWN? 5® Olid a. is app ication 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 r demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, g code, r la s, and to admit authorized inspectors on premises and in building for necessary inspections. (Si ature of applican or na ,i a iporation) I"d Gj uq 11Z (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0 W 1Atr Name of owner of premises C 0-L-LA'S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: � 0 Wun0ew ou House Number Street �.( Ha et County Tax Map No. 1000 Section ` Block I Lot Subdivision 6) O-Es-u G O 0.x` Filed Map No. Lot �o o `y - 2. State existing use and occupancy of premises and inte ded use and occupancy of proposed construction: a. Existing use and occupancy S(1AgA 4km l[I, kdyl-� b. Intended use and occupancy---,5-! -n4 P h0 nt P- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work OCA �� �seri ti ) 4. Estimated Cost d r 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 D h-e- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5� Rear `�� Depth Height ,;S' " Number of Stories h 2.._ Dimensions,of same structure with alterations or additions: Front f Rear s Depth n( Height �?-S` 53/Y`' Number of Stories 0)1­�L V8. Dimensions of entire new construction: Front ! V Rear 1 Depth Height r Number of Stories 9. Size of lot: Front 100- S- 1 Rear 10- Depth �� r / 6 / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �e S d✓l 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-X- 13. Will lot be re-graded?YES NO_�_Will excess fill be removed from premises?YES NO 14.Names of Owner of mises (. Mi4ih � e' Address kO Asn ntu d a Phone No. 5� Name of Architect a b eve Address Sb n A-A S hone No 631- c,100-53 Name of Contractor ,tea s Address2(o'� Mfr cj2i//52-Phone No. &3/-r'99-&V1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE 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 restrictions with respect to this property? * YES NO A- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS- . CO TY OF� r being duly sworn, deposes and says that(s)he is the applicant ane of individua signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 —,6 day of- ctrlulLu"EQualified A NE K BRUSH ��State of New York N0. 01 BR6318051 in Suffolk CountyNotary Publicmission Expires Jan 20,2019 Signature of Applicant Scott A. Russell ��°Su '� STOIPLI J WA FIEIR� SUPERVISOR ( r ENT � z ��1[.A\lam A\ G-]E��JC] SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 01 y CATER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) i DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No --1 t rA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑VBB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Og'L. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑UI" D. Site preparation within 100 feet of wetlands, beach, bluff or coastal E erosion hazard area. ❑ . Site-preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ' E ❑ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ` If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. -- -- - --- - ---------------- -- ---- --- --- -- - - - - --- -- - APPLICANT: o rt O ner,Design P essi I.Ag t,Contractor.Other) S-C.T.M. : 1000 ate District NAME ! w, - Section Block Lot FOR BUILDING DEPARTivIENT USE ONLY q q Contact Information KJ 6 n"drynmc ALmocn / �/ Reviewed By: l/'J Date:��a�� Prooerty Addre s/Location of Construction Worki — — — — — — — — — — — — — — — — — T Approved for processing Building Permit. (� Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) FORM ' SMCP-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert@town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JULY 25® 2019 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE=,INFORMATION NAME:"-,­-` 'CAL-,LAS ADDRESS: 880 WUNNEWETA ROAD CROSS STREET: CUTCHOGUE NY 11935 PHONE NUMBER: PERMIT NUMBER: 43482 TAX MAP # District: Section: l Block: Lot: 5 BRIEF DESCRIPTION OF WORK: DETACHED GARAGE Is job ready for inspection: YES ® PLEASE SCHEDULE APPOINTMENTDo you need a Temp Certificate: NO TEMP INFORMATION (if needed New Service - - °; 1, - J_L_- 019 - -- - �- JUL _ 1 219 Additional InformationU ���s z ' V f LOT AREA = 28,503 SQ. FT. 15-17 15-21 18-302 ,I NUMBER 199 7 LO � �r _OAS i T=o MON A � , J7237":0.50 0„E10 TONS 35 40 water meter np FD OMONdrywell,O am 1pi� 42.5' D O c O 3 s Z a to I N f— an o 0 1.3'S 8 31' 41'- p g 32.2' ”' 26' e} „ covered porch aj 3 ° 34.0' n DO a.o' Ts.G' 15.2' (N = 24.8' e Ari VNDER I I DWELLSTY, FR b ED r MON p N E E 15.0' 14.0 N 16.0' wall oT encl. screen porch N O.0'S 43.3' o drywell PROPOS O caL W GARAGE o 18'x24' O buri��kpone z 0) le 10.5' N drywell O I iW 0] Z O MON Lt,l "per C) Ih O CO (D m c0 � Z Z O J FD L___ MONFD 'MON100.00 1-31-2019 REVISE PROPOSE GARAGE N 34 19L '20 W ER' 307 12-12-2018 SHOW PROPOSE GARAGE LOT NUMB 10=7-2015 FINAL.SURVEY NOTE: CESSPOOL, SEPTIC T_ANK & WATER SERVICE LOCATIONS BY-OTHERS. 2-11-2015 EQUNDA11ON LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE-STRUCTURES M THE PROPERTY LINES ARE FOR A-SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No.-14— . FILE No. NASSAU POINT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALES, POOLS, PATIOS, - ' PLANTING ARE/1S. ADDITION TO BUILDINGS OR MY'OTHER CONSTRUCTION. SURVEYED-FOR LORRAINE & WILLIAM B..CALLAS _ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 300 7209 OF THE NEW YORK STATE EDUCATION LAW. - AMENDED MAPA OF.'NASSAU POINT GUARANTEES INDICATED HEREON SHALL RUN ONLY M THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL' SITUATED AT,NASSAU__POINT AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES-OF THE LENDING INSTITUTION- GUARANTEES ARE NOT TRANSFERABLE TO ADMONAL-INSTiIEmONS• OR SUBSEQUENT OWNERS. TOWN .OF SOUTHOLD, SUFFOLK COUNTY,N.Y.. COPIES OF THIS SURVEY NAR NOT BEARING THE LAND SURVEYOR'S INKED SEAL Ott SCALE -1",_- 40' DATE 4-14-2014 EMBOSSED SEAL SHALL NOT BE A VNJo TRUE COPY.` O FILED- MAP .No. 156,-„ DATE 8-16-1.922 CERTIFIED ON 'V RA TAX TAX,MAP ;No:(REF ONLY) 1000 �® -11 1=4-5. _ DISK 2014 r ®®' a€.. � I7 e HAROLD F. TRA,NCHON JR. P.C. LAND_SURVEYOR 46-l" -P.O.,BOX 616 �a- 04$ 1866 WADING RIVER=MA NOR' RD. WADING -RIVER, LAND SV��N.Y.LIC. No. 048992 r NEW YORK, 11792 HAROLD F. T RA N 631-929=4695 PENN. LIC. No. 2115—E; 4 APPROVED AS NOTED DATE: R.P.# 3� ;. FEE:=.5 &OBY: RETAIN STORM WATER RUNOFF NOTIFY, RULDING DEPARTMENT AT PURSUANT TO CHAPTER 236 765-1602 SAM TO 4 PM FOR THE OF THE TOWN CODE. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACAROING REQUIRE® R9 SCOI�RI�SI�ES All exterior lighting installed,replaced or repaired shall conform to Chapter 172 OCCUPANCY OR of the Town bode USE IS UNLAWFUL WITHOUT CERTIFICATF OF OCCUPANCY Fire separation required as per NYS Code FASTENING SCHEDULE Da ALL THRESHOLD CAREFULLY BASED ON TABLE R602.3 (1) IRC 2015 FLASHED&CAULKED TO � ,� �! NAILING SCHEDULE PREVENT WATER INTRUSION GENERAL CONSTRUCTION DOTES CONTINUOUS FLASHING EXTENDED NUMBER AND TYP SPACING AND PAST JOIST HANGER DESCRIPTION OF FASTENER I I COMPOSITE RAILING LOCATION GALV.DECK HANGER SYSTEM.VINYL RAILING 1. All construction shall conform to the 2015 International Residential Code I I /TOP AND BOTTOM RAIL with 2017 New York State amendments. ROOF FRAMING = . ^ SIMPSON LUS26 @ 2X6 AND COLUMN COVER AND `v SIMPSON LUS28 @ 2X8 I COLUMN CAP.MEET RCNYS 4-8d BOX (2 1/2")OR COMPOSITE OR SIMPSON LUS28 @ 2X10 FOR CODE 1..� 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL v I..d� M PRESSURE TREATED 4-Sd BOX {2-1/2")OR SIMPSON DTT1Z W/(6)10D X 1-1/2'+ l l p verify 2 CEILING JOISTS TO TOP PLATE EACH JOIST,TOE NAIL WOOD DECKING-,,,, 0 3. The contractor rior,to the start of construction shall veri all 3-8d COMMON NAILS @ MIN.OF 4 LOCATIONSX 4 TREATED POSTS J CEILING JOISTS NOT ATTACHED TO PARALLEL 3 SPACED EQUALLY. TWO WITHIN 24" LAG BOLTED TO JOIST dimensions, existing or new and be responsible for field fit. 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP OF EACH END OF DECK: AS PER MANUFACTURES U. stems, electricals stems, CEILING JOISTS ATTACHED TO PARALLEL ALLOWABLE LOAD:910LBS. SPECIFICATIONS. 4. mechanicals Y Y 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 2 x JOISTS 1 O 1/2"DIA.GALV BOLTS W/ shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-10d BOX (3") OR 3/8"DIA.LAG SCREW PREDRILLED LOCK WASHERS. All systems are to be designed, installed, &specified by the general contractors; HVAC, 5 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON T- FACE NAIL TO EACH RAFTER MIN THREAD TO CENTER OF TOP PLATE,STUD 0. O ♦ n electrical or plumbing sub-contractors. 6 RAFTER TO TOP PLATE 3-1 Od COMMON OR 2 TOE NAILS ON ONE SIDE AND PENTRATION OR HEADER 2x RIM JOIST V Electrical certificates are to be provided the electrical contractor. 4-10d Box 1 TOE NAILS ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS LEDGER BOARD ATTACHMENT TO BAND JOIST SIMPSON H2.5 AT 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 4-16d OR WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS EACH JOIST 0 of 2000 pounds per square Foot. All Footings shall be 36„ below grade Minimum. It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL II be the responsibility of the general contractor to verify the depth of all existing footings SIMPSON Bc 3-16d BOX OR U) disturbed by construction. 2-16d COMMON END NAIL POST GIRDER r � Z STAGGERED CONNECTOR V Where the buildingofficial determines that in-place soils with an allowable bearing capacity SEE TABLE 5 7.2 N FASTENERS P 9 P Y WALL FRAMING IN 2 ROWS MAXIMUM OVERHANG of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall SHALL BE JOIST SPAN/4 be determined b a soils investigation. 16d COMMON 5.5"MIN FOR 2X8" y' g $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL 5"MA ® ® 6.5"MIN FOR 2X10 STUD TO STUD AND ABUTTING STUDS AT 16d BOX .5"MIN FOR 2X12 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL ® ® ® DECK / GIRDER & RAILING DETAIL T0 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 16d COMMON NTS �++- W garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES 2' 2X P.T.LEDGER; MUST BE GREATER THAN International buildingcode and NYS amendments. 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL LEDGER BO 3/4"MIN OR EQUAL TO DEPTH OF DECK JOIST AND OR 4-8d COMMON NO GREATER THAN THE DEPTH OF THE RIM JOIST All Concrete shall conform to the latest ACI standards. LAG SCREW OR THRU-BOLT ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 12 TOP PLATE TO TOP PLATE 16d BOX(3 1/2"x 0.162) 16"O.C.FACE NAIL GALV LAG SCREWS PER IRC TABLE R507.2 AND 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) W 6 SIESMIC BRACED WALL LINE SPACING<25' see Schedule on DWG-1 Framing lumber shall be DOUG-Fir#2 or better, E=1.6 X 10 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) Min. Fb for dimensional lumber= 850si 13 PER FIGURE R507.2.1(1) OF 2015 IRC CODE tip of lag screw shall fully extend beyond p FACE NAIL ON EACH SIDE OF END the inside face of the band joist. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine# 2 or better. SIESMIC BRACED WALL LINE SPACING>25'DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135°) JOIST)MIN 24"LAP SPLICE LENGTH) Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL SIMPSON H2A ® W 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL at each Rafter. a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL191 CUT W or stainless steel. OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL �� LENGTH b.) Use Copper flashing Only against ACID Lumber Sill Plates c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL - 12 Min shall be Hot-Dipped Galvanized or Stainless Steel. 2-16d COMMON 0 V J 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL ,, Q 2-16d COMMON 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be 3-8d BOX CLEAR installed in accordance with the manufacturers latest installation details, 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL 1-1/4" x 20 Gage Metal Coil S 2-8d COMMON g 0 J Framing connectors, Allowable Hole diagrams, specifications, etc. Strap with (5)-8d common nails "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi in each end. catch jack studs "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv=290 psi SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 1 Use 1-1/4" Metal ^ r , "Anthony Power Beams Design Stress; E =2.1, Fb = 3000 psi, Fv= 300 psi PARTICLE BOARD WALL SHEATHING TO FRAMING and window or door Header. Coil Strap 20 Gage with 0. co Typical each side and ALL 12" Min (5) 8d common nails DESCRIPTION OF SPACING OF FASTENERS Windows and doors. In EACH END at •� TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES NUMBER AND TYP INTERMEDIATE ROOF SHEATHING EACH Stud. OF FOUNDATION MATERIALS BUILIDNG ELEMENTS OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING RAFTER-TO-STUD CONNECTOR & E 6d COMMON(SUBFLOOR,WALL) A JACK STUDS TO HEADER TIE c o C v) C � CLASS OF MATERIAL LOAD-BEARING PRESSURE 3/8" - 1/2" 6" 12" 6" WALL TO WALL STRAP (D `_ C co a) Crystalline bedrock 12,000 psf 30 8d COMMON (ROOF) N.T.S. (D o , Q- Sedimentary and foliated rock 4,000 psf " - „ „ " A c Sandy gravel and/or gravel (GW and GP) 3,000 psf 31 ed COMMON c M ami 19/32 1 6 12 6 o v o t`o o a) 'Fn U) o .� Sand, silty sand, clayey sand, silty gravel and clayey gravel V •- C: C EXTERIOR WALL WOOD STRUCTURAL PANELS Z O •- a) Y (SW, SP, SM, SC, GM and GC) 2,000 psf a) n m o t o Clay, sand clay, silt clay, clayey silt silt and sand silt TO RESIST WIND PRESSURES Simspon hurricane o :E 'n ❑ o `' - � c._ c 3 Y Y Y Y� Y Y Y SIMPSON BSC _ _ (CL, ML, MH and CH) 1,500b psf Tie @ each rafter �, .- WALL NAIL SPACING o MINIMUM NAIL MIN WOOD WOOD STUD 0 -0 o O �' A ` a. When soil tests etre required by Section 8401.4, NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL POST TO HEADER CONNECTOR co c o "o the allowable bearing capacities of the,soil shall be part of the recommendations. PANEL SPAN RATING THICKNESS SPACING EDGES FIELD U) U) '- -0 C: E•- � Q.C U � O t7' b. Where in-place soils with an allowablle bearing capacity of less than 1,500 psf 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" " are likely to be present at the site, the allowable bearing capacity shall be (2.5"x 0131") N PSON determined by a soils investigation. 4"TREATED POST TO CONC ABU POST TO CONCRETE BRACKET INTERIOR GYPSUM WALL BOARDWINDOW HDR o SIDE COVER 2"MINIMUM GYPSUM BOARD FRAMING SPACING OF FASTENERS 2-1/2"GALVINIZED CARRIAGE BOLTS W GYPSUM BOARD - (- THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS OR CONNECTOR ON SD STRUCTURAL N CONNECTOR SCREW z SCREWS TO WOOD FRAMING ADHESIVE ANCHORS:HIGH-STRENGTH O IRC TABLE 8802.5.1(9) FRAMING SPACING GRADE � z RAFTER/CEILING JOIST HEEL CONNECTION 1/2„ CEILING EITHER DIRECTION 7" 12" 5d COOLER NAILS USE WITH THREAD ADHESIVE FOR W Z - 1-1/4 x 20 Gage Metal Coil USE WITH THREADED ROD _l _I z l"" WALL EITHER DIRECTION 8" 16" _ RAFTER RAFTER GROUND SNOW:20 PSF Strap with (5)-8d common nails 2 MECHANICAL ANCHORS;SIMPSON 0 ry � W J SLOPE SPACING FOR ALL BRACED WALL PANEL in each end. catch jack studs WEDGE-ALL WEDGE ANCHOR 1/2" WALL BRACED WALL LOCATIONS NCLUDING TOP 1 ) W LLl Z ROOF SPAN 7" 7" AND BOTTOMPLATES and window or door Header. -117 IRC TABLE 602.10.4 Typical each side and ALL _ 2 Z f- DECK FOOTING 12"DIAMETER w 0 12 FTF20 FT 28 FT 36 FT 5/$„ CEILING EITHER DIRECTION yp U W O W WALL EITHER DIRECTION 8++ 16" 6d COOLER NAILS WIndOWS and doors. BEAR FOOTING ON VIRGIN SOIL U NUMBER OF 16D COMMON NAILS TYPE"X" AT 1-7/6"LONG 6d COATED NAILS OR TYPCIAL ELEVATION 36"MIN.BELOW GRADE 3: 12 16"O.C. 5 8 10 13 5/8„ GARAGE CEILING 6„ 6+, ESCREWS SHALL CALL MPLYWITSCREWS. WALL TO HEADER STRAPPING BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH 4: 12 16"O.C. 4 6 8 10 1 HABITABLE ROOMS IRC SECTION R702.3.5.1 nits P.T. POST TO CONC. PIER & FOOTING CONNECTION COVERED PORCH 5: 12 16"O.C. 3 5 6 8 A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE .� NTS N END WALL FRAMING SHALL BE SPACED 6"O.C.. W p 7: 12 16"O.C. 3 4 5 6 00 Q CO WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING T- () T- 9: 12 - 9: 12 16"O.C. 3 4 4 5 SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO O U) GABLE END WALL FRAMING0 LU N CI 12: 12 16"O.C. 3 3 4 4 TABLE 602.10.5 r` E- }� �I Q O w THIS TABLE APPLIES TO CEILING JOISTS LOCATED S THE MIN. UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION OF ALLOWABLE METHOD CS-GB: TABLE R602.3(1)& Z BOTTOM HI THE ATTIC SPACE. FOR CEILING JOISTS STRUCTURAL MEMBERS DEFLECTION '-' -` ' ' LOCATED HIGHER IN THE ATTIC THE HEEL JOINT I I I 1 1 I 8602.10.3(3)GYP.BD FASTENING. LIVE DEAD 4"OC AT THE PANEL EDGES,INCLUDING CONNECTION SHALL BE INCREASED AS FOLLOWS: USE Rafters having slopes greater than 3/12 with I I I I I I TOP AND BOTTOM PLATES AND ALL LOAD LOAD no finished ceiling attached to rafters U180 I I I I I HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) Uninhabitable attics without storage 10 I 1 I I I SCREWS(1 5/8"TYPE W OR S I ) H e / H r HEEL JOINT AJDUSTMENT FACTOR Interior walls and partitions H/180 I I I Uninhabitable attics with limited storage 20 10 I _ METHOD CS-WSP: .,... 1 / 3 1.5 L/360 I I I I I I AS PER TABLE R602,3(3) N Habitable attics&attics served with fixed stair 30 10 All other structural memebers I t I I I EXTERIOR SHEATHING ATTACHED r•/ 1 /4 1.33 L/240 I Balconies(exterior)and decks 40 10 I II II II II WITH 8d COMMON NAILS ( X LONG)1 / 5 1.25 Exterior walls with stucco finish H/360 T 6"O.C.ON EDGE AND 12" O.C. CV 1 / 6 1.20 Fire escapes 40 20 INFIELD OExterior walls-wind loads/brittle finishes L/240 BRACED WALL PANEL INTERIOR FINISH: Guards and Handrails 200 I 1 1 I I Exterior walls-wind loads flexible finishes U140 I I l I I I SHALL BE MIN. 1/2"GYP.BD FASTENED = i Guard in-fill components 50 1 WITH NAILS OR SCREWS IN ACCORDANCE L=span length,H=span height - - - - - - I-1 - - - 1 WITH IRC TABLE R702.3.5 OR ' (L passenger vehicle garages 50 - - _ _ _ _ _ _ _ _ TABLE R602.3 1 FOR EXTERIOR WALL ►- - ( ) FOUNDATION-SILL-STUD Rooms other than sleeping rooms 40 10 = 1 1 I I I SHEATHING U N z 011 STRAPPING I I W ►. r Sleeping rooms 30 10 W I I I I ALL HORIZONTAL PANEL JOINTS V N Ln SHALL OCCUR OVER AND BE NOTE;ALL STRAPPING SHALL Q Stairs 40 20 I I I NAILED TO COMMON FRAMING BEAR MIN.12"ON STUD OR '> co OR BLOCKING WITH WITH PANEL RAFTER FACE TYPICAL N l� Roof 20 20 I EDGE-NAILING IN ACCORDANCE00 1 WITH THE IRC SECTION R602.10.10 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY U -0 UJ C O I SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION N - N I I I OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. O ry _ C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA i i i 11 2 x4 or x 6 STUD WALL I I 2-2 X BOTTOM PLATE CD WIND DESIGN SUBJECT TO DAMAGE FROM I I I I I I O WINTER ICE SHIELD FLOOD I I I I I 1 U f{� GROUND WIND WIND SIESMIC AIR MEAN I I �- .e 4 SNOW SPEED TOPOGRAPHIC SPECIAL BORNE EXPOSURE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL _ _ _ u LOAD _ _ 1 -_ WEATHERING LINE TERMITE - - - (MPH) EFFECTS WIND REGION DEBRIS CATEGORY CATAGORY TEMP REQUIRED INDEX TEMP fr; C� ZONE DEPTH - - - � � � , k � 20 LBS 1 :5140 NO NO NO B B SEVERE 31-011 MODERATE TO HEAVY 15 YES NO 1500 or less 52.2 * ' FASTENING REQUIREMENTS FOR M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BRACED WALL PANEL AS PER ' Qr�oio TABLE R602.333 1' w;� �O ,w � I m � I IRC BRACED WALL E'ANEL 4'-0" 10'-0" 4'-0" PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-13 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP �8"CS-WSP - 48"CS-WSP ' BRACE WALL LINE SPACING(FT) 16 16 10 10 CL TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" 24" 2kc5' NVQ 3F 1 o to TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3.4 3.4 3.4 3.4 1 ( U I ' Y I � BWL 1-1 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS ti I1 , - • - - -- - -1- - -- - - I 1. EXPOSURE CATEGORY 1 1 1 1 I 00 N 2x8 CEILING!JOISTS 16" O.C. 1 cel 1 n,/ 2. ROOF EAVE TO RIDGE HEIGHT .7 .7 .7 .7 0 1 ® 0 3. WALL HEIGHT .91 .91 ,91 .91 00 I � I 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 I W! 1 U 5. ADDITIONAL HOEDOWNS ( �! 1 0 6. GYPSUM BOARD OMITTED 1.4 1.4 1.4 1.4 _ STORAGE 1 9 1 T_ 9 9 (D 7. GYPSUM BOARD FASTENING NX I I N RESULT REQUIRED BRACED WALL LENGTH(FT) 3 3 3 3 4'-0" I � I0 TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 2 x 8 RAFTERS (ED 16" OC7 ^ PER PLAN BRACING LENGTH PROVIDED(FT) 8 6.6 8 8 I 2x4 CT @ 48" oc U) 1 16" oc Q COMPLIANCE YES/NO Y Y Y Y I 2 x 8 RAFTERS as! ( 1 2x4 CT @ 48" oc 1 REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS=REQUIRED BRACING LENGTH(FEET) , ABBREVIATIONS; BWL=BRACED WALL LINE, 1 ! 1BWL 1-2 O BW=BRACED WALL, - - - - _ - ! - - - CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL ! I 2 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I .�`►.` X8 / U) I _ C U I � UI o BRACING METHOD BRACED WALL NOTES: I v '400.0.,' 2-2x8 � 2-2x8 �•„ W CS-WSP CONTINUOUS SHEATHING REFER TC DETAILS ON DWG-2 WOOD STRUCTURAL PANEL FOR HOEDOWNS,STRAPPING,BRACED ,�CS_WSP TW3452 - - - - - TW3452 -39"CS-W y DETAIL #1 ON DWG-2 WALL DIAGRAMS AND DWG-1 ROOF PLAN FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT ( n SCALE: 1/4" = 1'-0" SECTIONS OF WALL WITH NO VERTICAL v, ' ' OR HORIZONTAL OFFSETS. W L,I-j 3'-3" 11'-6" T-3" W Z 18'-0" U) WINDOWS, EXTERIOR FRENCH & SLIDING DRS O Plans indicates ANDERSEN series 400 Tilit Wash < Model Numbers and shall be In accordance with IRC R609 [L J To be designed & installed as per manufacturers J specification for 140 ultimate design wind speed 1 ST FLOOR PLAN p R905.1.2 ICE BARRIERS; and IRC Table 301.2(2), 301.2(3) II i �I < ry�� BITUMSELF-EN SHED POLYMER MODIFIED Provide HP LOW-E4 lass; U = .30, SHGC = .29 SCALE: 1/4 = 1 -0V�J BITUMEN SHEET USED IN PLACE OF g � r '� M NORMAL UNDERLAYMENT AND TYPICAL ROOF CONSTRUCTION EGRESS: shall meet R 310 V co EXTEND FROM THE LOWEST EDGES OF Class A Asphalt Roof Shingles w/ WINDOW FALL PROTECTION: shall meet R312.2 AREA: 432 SQ FT. ALL ROOF SURFACES TO A POINT NOT p g LESS THAN 24 INCHES INSIDE THE fasteners per manufacturers specification Substitutions made upon meeting Cade. EXTERIOR WALL LINE OF THE BUILDING. P ON ROOFS WITH SLOPE EQUAL OR GREATER one 9 and IRC 2015. See page , general notes for additional THAN 8/12,THE ICE BARRIER SHALL ALSO BE Ice & Water barrier as per IRC section R905.1.2 code requirements. APPLIED THE ROOFOSLOPE FROM THE EAVE EDT LESS THAN 36" GE ALOFOTHE Framing As per plans with 1/2" exterior grade BUILDING span rated structural plywood Sheathing, 18'-0" Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). CONTINUOUS RIDGE VENT Flashing per IRC R905.2.8 ----------------------------------- ------------------- R802.3.2 COLLAR TIES •�. RIDGE BOARD SHALL BE NAILED with 4-10d TYPICAL SOFFIT CONSTRUCTION. BOX NAILS IN ACCORDANCE '----------------------------------------------- WITH FASTENING SCHEDULE 12 12 12��. overhangs-typical TYP. DECK FOOTING oo ; _ IRCTABLE R802.5.1(9) 6" Wood fascia & 6" Wood rake boards. SEE DETAIL ON DWG-2 M 5 5 RAFTER HEEL CONNECTION Trim in aluminum or use "azek" or equal 2x4 CT @ 48" oc 6-10D COMMON NAILS EACH RAFTER EACH SIDE Metal drip edge per IRC R905.2.8.5 - - - -� N Fully Vented Vinyl Soffits N 2 x 6 DECK JOISTS @ 16"oc TOP OF PLATE Lu 0i 2-2 x 6 P.T.GIRDER 1� TYPICAL EXTERIOR WALL W ZI 2 - 2x10 FLOOR JOISTS an 16" oc 2 x 4 Doug-Fir Wood Studs @ 16" oc. Y 0; ; rn Double top Plate and Single Sole Plate. oo' OR TJI 230-11-7/8"-Floor Joists @ 16" oc W o = Simpson H2A @Each 1/2 exterior Grade - Span Rated a w rafter nnection Continuous Structural plywood Sheathing. o0 ? IY see detail on DWG-1 UNEXCAVATED T_ co Fastened per Fastener schedule. CD q m 00 yp tyvec House Wrap or equal. TYPICAL GARAGE SLAB N Q W z T all rafters both des - _ 4" CAST-IN-PLACE SLAB � � Vinyl or Wood Siding as per clients selection - ; W/6X6 W4.0 X W4.0 WWM o } Q PITCH SLAB-1/4"FT TO STORAGE installed per manuf specs and IRC code. 'v Q GARAGE DOORS u Cont. load path strapping installed in accordance 4-0 ; N o TOP OF SUBFLOOR . _ . . _ - with drawings. Provide Fire Blocking in accordance To ON FL J with I RC R302.11 & R302.11.1 and X o, P�Ff�LNRSIJ s �--� Draftstopping per R302.12 & R302.12.1 E E �_... .... _. ° 5/8" fire rated ° �.._.e....: •: »� - m_ o O z °°- gyp bd ceiling °o• TYPICAL FLOOR CONSTRUCTION "- o ;-----------------------------; "- o -"' CD 3/4" Plywood Span Rated Subfloor, a)"- �' Glued and Nailed in U) U CD 9 °. ` °. accordance with the fastener schedule. ; N ° 1 CAR GARAGE ° Floor joists and Bridging as per Code. ►`- °- TYP.GARAGE SLAB °• TYPICAL FOUNDATION CONSTRUCTION PITCH TO DOORS ° See Foundation Plan � � � � U TOP OF FOOTING ° ° ; 2-2X10 ; cn Z . _ . . _ --------r-----------------------------r------- ` INSULATION SCHEDULE TYPICAL FOUNDATION "7 W C) L T- Unheated Bldg - insulation - optional IN ACCORDANCE WITH IRC CHAPTER 4 ----------------------------------------------------- �.. Q > � TABLE R404.1.2(8): (� � �' I INTERIOR WALL FINISH 8" CAST-IN-PLACE WALL ON 16" x 8" CAST-IN-PLACE " 10'-3" 3'-10'/Z' U 0)O Gypsum CONT. WALL FOOTING, 3-10% Provide 1/2" G sum Wall Board on walls .- - N r of storage room and 5/8" fire rated 2-2 x 6 ACID SILL PLATE, COPPER TERMITE Q, � _ 0 'K_ 1 SECTIO N � A gyp board on ceiling of garage. SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND ' " 18-0 � � p � � Ln II TO VIRGIN SOIL . DROP FOOTING 36" BELOW FINISHED GRADE AT DRIVEWAY -° '"`" ` SGALE: 1/4 = 1 -OAPC TYPICAL ANCHOR BOLT - IRC R403.1.6 MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH NUT & WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT - 12" MAX AND 3-1/2" MIN OFF FOUNDATION PLAN ENDS OF PLATES. SCALE: 1 /4" = V-O" a Ridge Vent 12 12 12 12 >- 12 12 5 5 ASPHALT SHINGLES - match existing TOP OF PLATE 0 1 0 EXTERIOR SIDING w O MATCH HOUSE CD Q D CoO (,J TOP OF SUBFLOOR ., j 11 1 11 11 11 11 11 11 11 11 11 11 11 — - -TOP OF FOUNDATION ® Q w 0 I I ( I I 00 Q z I I I I I W W TOP OF FOOTING 1 - - - - - - - - - - ....u...,... .,. ,.._.,_. ., ... Q.I. ..e. ..,.,_ ,„w I;:u — — — J - — — — — — — — — — — — — — — — — — — — — CIO W J Co/ z 0 C/) REAR ELEVATION CL <RIGHT ELEVATION .J SCALE: 1 /4" = 1 '-0" SC,��E: 1/�II � 11`DII 0 O a'- ` 00 0 00 ASPHALT SHINGLE TO MATCH EXISTING MAXIMUM RIDGE HEIGHT HOUSE I; 12 Ridge Vent 12 12 12 12 12 FASCIA TO 5 5 ASPHALT SHINGLES - match existing MATCH EXISTING HOUSE TOP OF PLATE EXTERIOR SIDING o TO MATCH HOUSE LU N = C) ® ® ® WINDOWS TO MATCH OD z EXISTING HOUSEo N ¢ o m z J 00 v.yy, Llj LLJ \L Q > f Q Z0 Lu o TOP OF SUBFLOOR r TOP OF FOUNDATION �,A^ - - v� z _ 49.6 . o (D � o I r I I I I I c) o M 3 avg grade 45 - r- I o I-- t1 }- I C) rn z OF FDN WALL M71a) Lo FINISHED GRADE w. .. al W 42.0 - `'� > c� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I M Lu 0)00 CIO < Lo � Co LEFT ELEVATION FRONT ELEVATIONAt SCALE: 1/4" = V-011 SCALE: 1 /4" = V-01' � GRADE ELEVATIONS TO BE ti VERIFIED WITH THE SURVEYOR. SOF NE`s a