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HomeMy WebLinkAbout39404-Z t`�s�&F®t,ic®`- Town of Southold 3/11/2016 t cl1 P.O.Box 1179 o ril 53095 Main Rd ''`A) ,�4 , Southold,New York 11971 e . ft CERTIFICATE OFA OCCUPANCY No: 38150 Date: 3/11/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4210 Ole Jule Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-4-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 10/27/2014 pursuant to which Building Permit No. 39404 dated 1/2/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH, TWO-CAR GARAGE AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Muntner,Eric&Muntner,Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39404 02-10-2016 PLUMBERS CERTIFICATION DATED 01-22-2016 . .` Borrelli s Auth• 9A ature 0,�%pF SO(/rgo Town Hall Annex oto ~® l® Telephone(631)765-1802 54375 Main Road % * iiiFax(631)765-9502 P.O.Box 1179 co 4::t' �� Southold,NY 11971-0959 1. e► % •1 roger.richert(a�town.southold.ny.us iii -‘- ‘IreOUIVOti '•iii oil BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Muntner Address: 4210 Ole Jule Lane City: Mattituck St: New York Zip: 11952 Building Permit#. 39404 Section: 122 Block: 4 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: New Age Electric License No: 4816-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 36 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 5 Main Panel 200A NC Condenser 2 Single Recpt Recessed Fixtures 28 CO Detectors 3 Sub Panel NC Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 44 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 4- Paddle Fans, 9-ARC Fault Circuit Breakers, 200A Transfer Switch. Notes: Inspector Signature: Date: February 10, 2016 Electrical 81 Compliance Form.xls TOWN OF SOUTHOLD of_Fatit % BUILDING DEPARTMENT - TOWN CLERK'S OFFICE t340 SOUTHOLD, NY --4491 * 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#: 39404 Date: 1/2/2015 Permission is hereby granted to: Muntner, Eric & Muntner, Marie 46 Aubum Ln East Norwich, NY 11732 To: construct additions and alterations to include a two car garage, 2nd floor addition, and 1st floor additions as applied for At premises located at: 4210 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-4-28 Pursuant to application dated 10/27/2014 and approved by the Building Inspector. To expire on 7/2/2016. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,314.00 Total: $1,364.00 Building 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. tP//a_//v New Construction: Old or Pre-existing Building: (check one) Location of Property: Z1/a OC JUS Y'JE 4071,-ruck IV Y !�f'f House No. Street Hamlet Owner or Owners of Property: l i .f m fr1 -) E 114 _— Suffolk County Tax Map No 1000, Section /6L2, Block Lot 01-6 Subdivision u Filed Map. Lot: Permit No. 3 l Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ gc) , bu Applicant Signature J �`1OL 9t 'qa •sandxS lainlainj N� ,00 MISS'60 tgp09 AN to eons ollgnd AJeoN Oaf UNAe j'3 wen Xwdo,, 7- %`J , , band LIMON / r/ rig, 70Z ' \ Jo'cup ` Q-�'% sng ow=jai oI Tuonns vim 1 efC1' ' - (minimills ) • I pgai %I Jo 01/Z um ssai sui uoo WOOS S' iddns IOWM NI ui pasn Japios an wwtp jpiao I 1 (Iupd assail i1 -I l-QJ J-0-6 rviRQ =Fund 1 - - - (lurid aseai� I _A/n/110W 7.1.x./ :aaunnp I . ,4 Q/7 .� 'oN Iiuuaa Stnpimg ee/f :mga I NoisvDi3Y . a'iolmos 3o goat ,1,s'- 'i&n omazatL 9d0Z ti. Z ®33 CrIoHLaos 3o NACU - :. CI EarlE921 el .__ „, ___ , �o�,©, . �� y; 6S60-1L611 JiN'PTogmoS ', A' 6L11 xOH'O'd Z056-59L(TO)xud ` PE02I ul8IN1 SLUS ' t081-59L(T£9)auogdalay •; 4'•+, xauuy IIEH WW1~®O s aS1 -lr.:+ V: i a o 9 ' 1 I 2?(/).‹ �i„,`o�;Of SOUTyplo.; f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 Z1NSPECTION [ F UNDATION 1ST " [ ] ROUGH PLUMBING [ " 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: D ,.,.......___..., .. .4... i DATEAIGIC ( c-CINSPECTOR 1/114 OSs:p „_A4O , 3 _ ...p- , ' -/ r wlo G 44g ci '1 • i TOWN OF:SOUTHOLD BUILDING -DEPT. 765-1602 INSPECTION - - - - . . [ ] FOUND TION 1ST- [ ] ROUGH PLUMBING . [ ] F DATION 2ND [ ] INSULATION . . [ FRAMING / ST -41:5 [ ] FINAL. ,. . [- ] FIREPLACE & HI Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .5 ! , i f :il.(- 4' EP ' / j la P ® DATE INSPECTOR. _ _ of SOO - /4* 1516. <4\ :* * •kb TOWN OF SOUTHOLD BUILDING DEPT. • - 765-1802 INSPECT N [ I FOUN • TION 1ST [ OUGH PLUMBING [ 1 F NDATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA : : 110 ig*-S7-0, 6141 16 ;)' 4,e),)/ /g,...7 / DATE INSPECTOR ���OSOF SOup;-- ce V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION k] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ill/if` INSPECTOR - art I-/ Otsoo----- -- 1 i va e i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC1)10N [ ] FOUNDATION 1ST [K ._.- ,'I Gil" PLUMBING / [ ] FNDATION 2ND 1,(0‘ [1 INSULATION [ FRAMING / STRAPPING [ ] FINAL [—A- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . ,1 — DATE 5 ( 4), K INSPECTOR 3�, 1 -Z— ,,�'' pF SO!/r * * . `, �o,i, Ai UMy,0,,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROU PLUMBING ` [ ] FOUNDATION 2ND [ ] 1$ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:/P16- ' /JO ACIC,---Y-P CoW ' ,. DATE /i ll /6 INSPECTOR A-7' ‘44-- r •„..3 .4,-, ----------..„:,,,, TOWN OF SOUT • • : r • NG DEPT. 765-1802 INSP ION [ , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] )1SUiATION [ ] FRAMING /STRAPPING FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING , REMARKS: 1 f CdeJ At /4..t.e.„- 4.,- ,,---- ci- /,' ,-"eT cy‘i P,eite 3 , DATE isX0241 45---- INSPECTOR .,,,7 z g°'-'5 i 1 �� C �o�oF soli O I/ �� ` ® ,#� *; 4 TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 = I NSPECTICN. _ . ' [ ] FOUNDATION °1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 7jELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CLIe— L.:-..3—&c.972-c....c..._ — CiltC---- DATE (C r'�' INSPECTOR FIELD INSPEoN #EpORT A CONIlYlENTS 3 A.:57117 ,./.."(vzet....". (), ,fy .7 i,„, i , ..1.6. 1__._... i , . *vi FOUNDATION(1ST) . dC1 • FOUNDA.TIQN'(2ND) • . e7C/V )...t" 7 ;_ i,, `„ c.74_ 1 ,e41, ,t P „ . -57Vejr-m,"-,1 4 ir .- -eic .,., i) w'rc./1-r-t-1 r_5'7.---e?,;f___; )-3 • ROUGH FR EIN�II`tG& • . c4 65?--/2-14, G-2 Io cd �, PLUMBING - _ ,��-6-v-74 _ f /s'i H i s " i // - * ::/1---114" * '. %--- . 9:z847,7- ...,_ dig , . , ` , ,A.-- --1-9°— -.�c.e #0). ' INSULATION PER N.Y. . , ' STATE ENERGY CODE . . . ' • .. -. '• . • /fr 7 /7-.- .. . .,e)..) 5,1-(-. . ' /76-8 ,/1"-' I * •. 6),„ . .. f ' , . - i d FINAL � j. ��'``�� .....". ( ,:). (7,' . d,,(r .a� :;t60,.1.\' , • . ,,--e7e-e--/.--<" . AADZTIO144toIi' GlENTB" :,, 7-,. /(‹-- (2,3,..,_„..e.._ c--LL, -.<..7/ ...._.) ,,e_ . Wol- • 10 ),6 ' 2)7fr lib , . . . , . -a-i /l • I1 • so- (,612f 02A , . , ,. J • • 7 , , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 �/� Survey SoutholdTown.NorthFork.net PERMIT NO. ') 7`01/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c E ,0Paher , r /-,1 1 & 9 Expiration ,20 010H100S AO NMOL OCT 2 7 2014 '1d30 J018 Building Inspector R APPLICATION FOR BUILDING PEMM ��oZ ��° iytti� OrDG SOUTHOLDDEPT Date /4- , 20 /} a a D 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, agent, architect, engineer, general contractor, electrician, plumber or builder GL) E S Name of owner of premises eI m vtil-1-1U cls d- /l4/jkj�r m01,7 EiZ (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. Locatiop of land on which proposed work will be done: House Number Street V Hamlet ' County Tax Map No. 1000 Section /AA- Block Lot 94 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 Intended use and occupancy 4 0.,/, o' \4 I-tr/+ 7 0 0(kc'-/2,S 'dt-�H�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other 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 occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth l . 2 !:,:!,: l 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 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor r-11-4011,811-7,,,d,.z4CAddress /7,S n hone No. (3) ,9n6 —Se—iv,' 2D67-9° .. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO — F YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT$ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES \J 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 OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b fore me this day of �f\-12___. 20 1 y _____d_A:"___4), -------- D_A5iN ,,,__40N e5tm.,N, Notary Public Signatu e of Applicant SO0 .._..: • 4*. Town Hall Annex John M.Bredemeyer III,President ��0A:.r{t `Y:;, (ry® \ p' a l® 54375 Main Road Michael J.Domino,Vice-PresidentBEZ 'Ng+ g<s;zE ` P.O.Box 1179 James F.King,Trustee ,._.; \ Southold,New York 11971-0959 %Dave Bergen,Trustee ; G 's» 1 ' • ;:< :"": _` a® Telephone(631)765-1892- Charles J.Sanders,Trustee Fax(631) 765-6641 COMM ni" BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8535A Date of Receipt of Application: October 31, 2014 Applicant: Marie & Eric Muntner • SCTM#: 122-4-28 Project Location: 4210 Ole Jule Lane, Mattituck • Date of Resolution/Issuance: December 17, 2014 Date of Expiration: December 17, 2016 Reviewed by: Board of Trustees Project Description: To construct a 22.2'x25.9' two-car garage; construct a 14'x25' addition to dwelling; new dormer; and construct a 19'x14' deck attached to dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Harold F. Tranchon, Jr., Land Surveyor, last dated December 9, 2014, and stamped approved on December 17, 2014. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Jon M. Bredemeyer III President, Board of Trustees ,Ill,, John M.Bredemeyer III,President i • �'O• S®(/i - Town Hall Annex Q 54375 Route 25 Michael J.Domino,Vice-President ` P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ; y0 �1 Telephone(631) 765=1892 E •gli-EMT �"•''"' • Fax(631) 765-6641 1 2016 --� VAR BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1206C Date: March 7, 2016 THIS CERTIFIES that construction of a 22.2'x25.9' two-car garage; construction of a 14'x25'addition to dwelling; new dormer; and construction of a 19'x14' deck attached to dwelling; At 4210 Ole Jule Lane, Mattituck Suffolk County Tax Map#1000-122-4-28 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 31, 2014 pursuant to which Trustees Administrative Permit#8535A Dated December 17, 2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 22.2'x25.9' two-car garage; construction of a 14'x25'addition to dwelling; new dormer; and construction of a 19'x14' deck attached to dwelling. The certificate is issued to MARIE&ERIC MUNTNER owners of the aforesaid property. 41,..N. ettete4pAr 3W- Authorized Signature Y New York State Department of Environmentai Conservation , , i,. Division of Environmental Permits, Region 1 i,, ,_ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-340y Phone: (631)444-0365 • Fax: (631)444-0360 *- ` "" 'rid NO PERMIT NECESSARY October 20, 2014 Eric Muntner 46 Auburn Lane East Norwich, NY 11732 Re: UPA #1-4738-02247/00005 Facility— 4210 Ole Jule Lane SCTM#1000-122-4-28 Mattituck (James Creek) Dear Mr. Muntner: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct additions to an existing dwelling located more than 75 feet from tidal wetland boundaries, as shown on the survey prepared by Harold F. Tranchon last revised 7/29/14. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5#26 & 50) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law and the application fee check is returned herewith. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities S. cerely, ,7/,(/—° vi/ / 4--,- Laura Scovazzo / Deputy Permit Administrator cc. BOH-TW File Scott A. Russell 44 ' STORMWATER SUPERVISOR 2 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 " u" 53095 Main Road-SOUTHOLD,NEW YORK 11971 "Irt.tiIQ/ " Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 11)O)ES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 0 E A. Clearing, grubbing, grading or stripping of land which affects more • than 5,000 square feet of ground surface. ❑ mf B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Ea C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑taa D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. a ❑ A F. Installation of new or resurfaced impervious surfaces of 1,000 square r feet or more, unless prior approval of a Stormwater Management { Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. • APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 100- 0 Date ,rte District NAME: gR C- • /� An l VPirA/ IA A 1/ et8 444-1/e// wr o Section Block Lot 72 , FOR BUILDING DEPARTM-.NT LSE ONLY $2" Contact Information E&lt_/ LOAN E - v iio /©-6/V 1 Cidephone Numbcr) Reviewed By: _ Date: ,� — 5 - Property Address / Location of Construction Work: J��/ D��Ji L� � Er ( r Approved for processing Building Peimit. �C oStormwater Management Control Plan Not Required. P 4-7 7rt/EGC �1.y. /1��� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) FORM # SMCP-TOS MAY 2014 ,` ,���OTr SO(/ly®� Town Hall Annex , Telephone(631)765-1802 • E 54375 Main Road 1/4 * • � (b3i)70"5- 5p2 P.O.Box 1179 G • k.= $ roger.richert(a ownsout old.ny.us Southold,NY 11971-0959 a0 1I) COUA/ i BUILDING DEPARTMENT TOWN OF SOUTHOLD - APPLICATION FOR ELECTRICAL INSPECTION � • •REQUESTED BY: J o\ yl k ���1 Date: 1/71/5- Company Name: cAj cLi p e £ (,ed I' Name: j 6 L' i7)ce,) - License No.: Li 8/6 -n1 .. Address: 0 PI rje, S-/fte3yP� iY- 11705 "Phone No.: �J -3 e ' 6 y�� I . JOBSITE INFORMATION: (*Indicates required information) *Name: r`✓j u n-1- >J e C *Address: (-lad () • O c Sv ), (,1'- *Cross Street: �r v s • *Phone No.: Permit No.: 3a) q-c A • Tax•Map District: 1000 Section: - Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) f- ou R-e n • (Please Circle All That Apply) *Is job ready for inspection: YES/ Rough In Final *bayou need a Temp Certificate: _ / NO Temp Information (Ifneeded) • *Service Size: 1 Phas-, 3Phase 100 150 CO 300 350 400 Other*New Service: Re-connect dergro d Number of Meters 4hange of Servic Overhead �. Additional Information: - PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ' JI of I. I • • is YY - .L',..;.:„ _ ., , �. = '`© ogr :; R4 ENT''` ;.•.,..„ x �s ;-off. !o'' . '. BULDIN,G-�D.E�PA TM ,, +" �*i :,,,= TOWN-,O:Fi'SOUTHOLD:,:•- . . �, ,,;?`. ti=. 'Town Hall`Annex;•'54*,.f.ain Road•_F.O:`Box 1P179'•Southold,NY..11971.-0959 ,-.• co " - -•Telephone(631;),765-1802•:Fax(631)-' 5='9502 '- gNf -,,,,,,;• .. '„'�;= - ,Qat /77.,;,2tY [- `Numbe'r-of Meters. - -'/' �:�..•�--;' �,- ,;temp; aryCertificate . Size±. b% n'' a Phase` �d3' :Overho,cr:.) Underground _ ;. 1- .. y� :.> Ne Servfce' C1 Chan' :o .J� f Senice,a'C�''TRecannecttEiiistEiig Serviced 0'.:- kj:�lssued'to� -,-,_-, ..,72;-,:.:;‘; ‘ ,0, ; . if,,,,,,,,,, ," •` p . ` _ 4- :.,„,..-..,,,z/_--,;;;;,,'I'Installedb} , 4 ", < (% „ ? i # •--,2,_1,,,,,,-9,..77_ , . 'Reference, c5-71: 7)Y .3,9-- -?. , ''�, zzs:' 'AR , ' , ' `Application for-electrical service"equipment."icon tile with the Town of•Southold.rOn:applicarit''snotification, `4,-that this"insta_llation.isTcomplete,the town,will.•condu_ct',4',0emises inspection of`-a' the se_rv_ice equipment_. - -= i h:le'.veritic 'oriievalid fof`90 .fro e0kive-date.. A.0tit: onzed:b: :,!•,-,_ 'J�` ' , ;,, _ -` - Y•`. _ - - ;ice e 1866 Wading River Manor Road P.O.Box 616 Wading River,New York 11792 .HAROLD F. TRANCHON, JR. P.C. (831)828-4695 PHONE (631)929-1426 FAX LAND SURVEYOR Fax To: RA- From: e ,n1 ��� Fax: (o _ SO Z Pages: Z Pius Cc/Let/— Phone: -7 6 5^- t got, Date: (7,- 10 j Re: (nu ntv1-tY' �� ;A-to& 0 Urgent ❑ For Review 0 Please Comment 0 Please Reply 0 Please Recycle •Comments: (jctk. di~� vr, c' U wz -7' �.A U. U. t9 88 01,1 Rei- u �(1. r�� l 0-4)-11) C ' - Auro $3.4d 4/ IkAA--atitv TO 39dd a0A3AerIS NOHONVal H ' 9Zh16Z6TE9 69:VT PTOZ/0T/ 0, %pF SO!/'V 1 ,`O C® Town Hall Annex : Telephone(631)765-1802 54375 Main Road k 411Fax(631)765-9502 P.O.Box 1179 % G Q �% Southold,NY 11971-0959 :�' a® el Ir''',,, , ,II c®U � 'ir� December 30, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eric & Made Muntner 46 Auburn Lane East Norwich NY 11732 Re: 4210 Ole Jule Lane, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occu ancy: N. c . i .sking for pictures when one side of the stairs is enclosed L ? '/ l Application for Certificate of Occupancy. (Enclosed) /Electrical Underwriters Certificate. --R (1 4 1 c) -/0 /,, A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39404—Additions/Alterations , 14-145 LOT AREA = 17,799 SQ. FT. ERNEST PAUL WILSBERG & DONNA ANITA MARTINELLI (mailing)4095 OLD JUTEILSBER LA. 4005 OLD JULE LANE (physical)3547 OLD JULE LA. WILLIAM M. GREMLER, SR & MARYANN GREMLER MATTITUCK, N.Y. MATTITUCK, N.Y. 3905 OLD JULE LANE 1000-122-5-24 1000-122-5-23.5 MAUI-FUCK, N.Y. yy 1000-122-5-25 DWELLING/PUBLIC WATER DWELLING/WELL DWELLING/PUBLIC WATER hyd • 0 • ELEV. TOP OF existing water main HYDRANT= 11.0 OLE JULE LANE (8.2) (8.0) ' 1 100.00' 4 ��S_ N 56x27 10 E _ _ - D,q edge of pavement pole O 7-.;--1 � (8.3) 0 786.87' itirt c a tn :i,"1,2:1 to 1 LAam (n• m 9,-. ( a E L of masonry G.i O m rii- ' !8.21 stoop (8.1) q 141' ch a16jj 6)/wd picket/ • "' ap •, io• u, FFL ELEV=10.5 vv fence / `4 BASEMENT=2.8 (7 7) nn O r J .7_..,„) > 0 O O O 0.6'E14.5' 22".2' �• 2542.4' u Ce 20.5' G * O prop's I "'0d / m addition •ec - r I O 1--� Pr�F (n r N O Z7 / . addition < CO N Z D O b 14.0'x22.9' shed D Tri CO 1 7 _i / prop •• •e`'N. �/ 5.6'W1 D x rn N Cod i 37.1' 19x14 p --II -I" N N CO m (5.0) (6.2) 6. D •4 r' (5.85 (5 6) 6 6 shed x 6.6) (n C7 TT1 I Z x (5.1) TTS -1 Iv V D (5.6)x (4.6) x (5.2) 6.0) m C DCI) rri mz � m m { Co -P Z 73 N 5.9) x4.4) 5.0) X(5.6) _ fr I TSI shed ___- - 6,0'1-.1 -5 r ,a.4 v ' J' . ^ 1 - - TIDAL WETLANDS as-FLAGGED by 4;;I;�,F' • ...,;''.1 :4:',t. . • THOMAS W. GRANTER, ASIA, ON JULY 8. 2014 I{ < :;,z: Q`k f))i',y'''K:,',s.=�',3'-r:LI::.!':�?', - X' `flag #',8 flog #' 7 flag ; 6 fla• # 4 flag i 1 (4.5) -,1 k h ` ;' ", s'�,',r,"r �f,i,^,; I 1' ,, 7 E ,, t;', :�,,w ,w) •Y` .- ,-;,• -� +. 4.3) flag # flag # 2 0.3'Ek•L iW" `:''`'.t,;'::i'.::1,- ,5uur_'11'•' r „',. ( ( v)'''"s;' '�, k'i'i '''',• •�, ;r;.� •• X (3.9i 4A4 4' ,; ;,r`,:; r .rt ' • Tidal �i� C w. walk '.? ' •.4• i'. • - , wetlan2" A {�1I a x. high bulkheadin ����h,�y''4•J-�J - h`-'7� ,r ... � l � ° Q 2`t��•` 7��t19 110e)� 9 wood dock approx. low wate� S 38°13'00"W 4'x21' CANAL 22.70' wood ramp "'�`""f CANAL 3x14 v /� iMill wood floating dock 6'x20' LOT COVERAGE EXISTING, BLDG.,DECK,STEPS and SHED = 1451 SQ. FT. PROPOSED ADDITIONS 1287 SQ. FT. TOTAL = 2,738 SQ. FT. LOT UPLAND AREA = 17,400 SQ. FT. 2,728 / 17,400 = 15.7% 7-29-2014 REVISED, ADDED WETLAND FLAGGING,LOCATED MEAN LOW WATER and ADDITIONAL NOTES AS REQUESTED FLOOD ZONE X & ZONE AE 6 4-4-2014 ADDED HEALTH DEPARTMENT INFORMATION DATUM N.G.V.. ,142 • 9 A rWE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM WE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT Iftilj L JOB No. 13-298 FILE No. 955 F I� �� ✓✓ INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS. PATIOS dd PLANTING AREAS.ADDITION 70 BUILDINGS OR ANY OTHER CONSTRUCTION. (FOR NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION Location of water mains 7209 OF THE NEW YORK STATE EDUCATION LAW. & adjoihers water supply , by others and are not GUARANTIES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE guaranteed. - SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSRIUTION. GUARANTEES ARE NOT TRANSFERABLE TD ADDTIONAL INSTINTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. ! OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 12-3-2013 I EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. DATE CERTIFIED ONL FT04,0.---� NEW TAX MAP No. (REF ONLY) 1000-122-4-28DISK 2013 RQ , HAROLD F. TRANCHON JR. P.C. \ / :0 •e'.a‘ • ' LAND SURVEYOR , �4t � -•', ki P.O. BOX 616 AO, 1866 WADING RIVER-MANOR RD. WADING RIVER, i �- NEW YORK, 11792 HA ROLD F.\ILI'9' ;Y LIC. No. 048992 631-929-4695 ' ^00P,ENN. LIC. No. 2115-E 14-145 LOT AREA = 17,799 SQ. FT. _ 14-273 ERNEST PAUL WILSBERG & DONNA WILSBERG ANITA MARTINELLI (mailing),4095 OLD JULE LA SR & MARYANN GREMLER 4005 OLD JULE LANE (physical)3547 OLD JULE LA WILLIAM M. GREMLER, MATTITUCK, N.Y. MATTITUCK, N.Y. 3905 OLD JULE LANE 1000-122-5-24 1000-122-5-23.5 MATTITUCK, N.Y. 1000-122-5-25 DWELLING/PUBLIC WATER DWELLING/WELL DWELLING/PUBLIC WATER hyd — ELEV. TOP OF existing water main HYDRANT= 11.0 OLE JULE LANE ($ 2) (8.0) X40 N 56°27'10"E 100.00' _ _ — /?10S edge of pavement pole 40 17� (8 3) , o a a 786.87 a m s �o o� m w 0 1 SOI m 78(4 cn ma m a z o : I masonry , CA O 0 a (8 2 stoop (8 1) O I Z N L 14.1'1 prop porch a, 16.4' (0 _ G6.7'I/ - N D2 CA 26.0' —x Iv 1 STY FR DWELL ate, / 0 0 N) wd picket N adritio� u, FFL ELEV=10 5 .. _ r– O A,, CD fence `D BASEMENT=2.8 (7.72)0.5, m p r– _ "Y Z 0.6,E 7.0) 7. 42.4' 20.5' O O 0 - O 2 P�P\te 1, • O 14.5= ■ fTl addition I Air / r– –, r 9�– j• i.4., ) prop (!) r– fVz D O O /� • \ "sr - _ 14-145 LOT AREA = 17,799 SQ. FT. 14-273 ERNEST PAUL WILSBERG & DONNA WILSBERG ANITA M.AR11NELLI (mailing) 3547 OLD JULE LA SR & MARYANN GREMLER . 4005 'OLD JULE LANE (physical)3547 OLD JULE LA. WILLIAM M. GREMLER, - MATpTJCK, N.Y. MATTITUCK, N.Y. 3905 OLD JULE LANE 1000-122-5-24 • 1000-122-5-23.5 MATTITUCK, N.Y. , 1000_122-5-25• DWELLING/PUBLIC WATER, •• DWELLING/WELL DWELLING/PUBLIC WATER - hyd existing water main , ELEV. TOP OF HYDRANT- ' - , • • 10:1 ' OLE JULE LANE (7.3) • • ' N 56°27'10„E 100.00 — _ - Ro S _ r edge of pavement pole ,a 6.d • (7.4) 1 y VIF 0 786.87' N w , 0.0m z <o o I masonry (.^i 0- , (7.31—prop 7.3 _ stoop (7.2) (6.2) N CA L _ (6.2) , prop porch o, 16.4' (6.8) 14 1' R CO m D2 CA O x � 7, Fr 1 STY FR DWELL O 0p ND wd picket/ a to cn EFL-ELEV=9.6 I- O A,, fence / BASEMENT1.9 (6 8) (6.0) fTl O "lam Z - , 0.6'E / 42.4' Ce 20.5.— 00 - 0 0 22.2'��I 25' 0 0 14.5' wod — . �` (6.1) (6.1) Prot ec _ rrl addition , — //(6.3) /\,)0) (6,1) - O DO prop I� Z O adtn shed D CD ' ' • 10 \ 37.1' deck 14.0'x22.9' 5.6'Wl' D 0 X -i N -0 C 0 19 (5.5) Rrop (5.7) b -I N• N C 0 .deck Fl 19'x14' 8' C D c7 r fr C/1 C7 Z m-0 shed I j -i v N -I 0�m > � CD KO Co -I' z 70 N fr - rrl • shed ' 6.0'W = TIDAL WETLANDS as FLAGGED by THOMAS'W. CRAMER,-ASLA, ON JULY 8, 2014 flog#5 flag#1 flag#8 flag#7 flag#6 7 flag#4 ' / 7] flag#3 flag#2 0:3'E _ ----'-'''`/„........_:___, _ • / / wd_walk high water 79 -� aPprox. 9 bulkheading S 53'48 24 Wline) // • rox, low water J wood dock / S 38°13'00"W 4'x21'�, woad romp CANAL22.70, • . , \I✓ CANAL /3'x14'' \/ • wood floating, clock ' NOTE 6'x20' GRADES (6.3) = existing grades LOT COVERAGE EXISTING, BLDG.,DECK,STEPS and SHED = 1451 SQ. FT. PROPOSED ADDITIONS 1287 SQ. FT. 12-29-2014 ADDED GRAGES AROUND PROPOSED ADDITIONS • • TOTAL = 2,738 SQ. FT. ' • 12-9-2014 REVISED, DATUM TO EQUAL N.A V.D. 1988 LOT UPLAND AREA = 17,400 SQ. FT. - ' 12-9-2014 REVISED PROPOSED ADDITION 2,728 / 17,400 = 15.7% 6-25-2014 REVISED ZONE LINE ' 7-29-2014 REVISED, ADDED WETLAND FLAGGING,LOCATED MEAN LOW WATER and • ADDITIONAL NOTES AS REQUESTED - • 4-4-2014 ADDED HEALTH DEPARTMENT INFORMATION DATUM N:A.V.D. 1988 • - THE OFFSETS (OR DIMENSIONS)SHOWN HEREON 'FROM THE STRUCTURES TO THE ' PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE AND'THEREFORE ARE NOTJOB No13-298 FILE No955 F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS. PATIOS, . . . , PLANTING AREAS, ADDTITON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR NOTE: UNAUTHORIZED ALTERATION OR ADDmON TO THIS SURVEY IS A VIOLATION OF SECTION - Location of water mains 7209 OF THE NEW.YORK STATE'EDUCATION LAW. - • & adjoiners water supply - - • by others and are not GUARANTEES INDICATED HEREON SHALL RUN,ONLY TO THE PERSON FOR WHOM THE uaranteed. SURVEY IS PREPARED,AND ON HIS BEHALF TO TME 11111COMPANY ,.GOVERNMENTAL SITUATED AT•MATTITUCK g AGENCY AND'LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INsmimoN. GUARANTEES ARE Nur TRANSFERABLE TO ADDmOHAL NSRUTIONS TOWN OF SOUTHOLD,,SUFFOLK •COUNTY, N.Y. • OR SUBSEQUENT OWNERS. , . COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 12-3-2013 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A-VALID TRUE COPY. ' • . FILED MAP No. DATE n — ' CERTIFIED ONLY TO: TAX, MAP No. (REF ONLY) logo-122-4-28 • DISK 2013 • • JAN - 9 2015 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 • 1866 WADING RIVER-7-MANOR RD. WADING -RIVER, BLDG DEPT f/ p r' NEW' YORK, 11792 TOWN OF SOUTHOLD ' I \ . LIC. No. 048992 - 631-929-4695 HAROLD F. TRANCHON J . P NN. LIC: No. 2115-E +ti , . . f r • fit, REScheck Svftwd-;re Version 4 5® P r ; Compliance Certificate Project RENOVATION AND ADDITIONS Energy Code: 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4210 OLD JULE LANE ERIC MUNTNER Robert Higgins MATTITUCK, NY 11952 Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com Compliance: 2.4%Better Than Code Maximum UA: 382 Your UA: 373 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assemb1,• roses Area *or Door UA G,' Cavity Cont: • ,.a , . R-Value R Value Perimeter" U.-Factor Basement: All-Wood Joist/Truss.Over Unconditioned Space 1,168 19.0 0.0 0.047 55 Dormer Floors: All-Wood Joist(Truss:Over Unconditioned Space 37 38.0 0.0 0.026 1 Wall 1: Wood Frame, 16" o.c. 1,995 13.0 0.0 0.082 144 Window 1• Wood Frame:Double Pane with Low-E 208 0.330 69 Entry Door Solid 20 0.400 8 steel door R5• Solid 17 0.200 3 Wall 2: Wood Frame, 16" o.c 418 21.0 0.0 0.057 18 Window 2:Wood Frame:Double Pane with Low-E 43 0 330 14 sliding glass door Glass 59 0.330 19 Ceiling 1: Flat Ceiling or Scissor Truss 1,026 30 0 0.0 0.035 36 Kitchen: Cathedral Ceiling 95 30.0 0.0 0,034 3 Dormer Clg: Flat Ceiling or Scissor Truss 72 21.0 0.0 0.047 3 Project Title: RENOVATION AND ADDITIONS Report date: 01/31/14 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2014\4210 ole jule Page 1 of 2 Munter\ENERGY.rck hi . , ' ) .Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other jtalculations submitted with the permit application.The proposegl building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckV---i• 4.5.0 and to compl - e mandatory requirements listed in 1.the RESc ck luspectiqn Chitklist. I ` Name-title 41 • k7-6\'-\ Signature e��/, Project Title: RENOVATION AND ADDITIONS Report date: 01/31/14 , Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2014\4210 ole jule Page 2 of 2 Munter\ENERGY.rck GENERAL NOTES ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS GENERAL WALL BOARD NOTES Nailing Schedule for Lateral and Shear CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS Connection requirements AND 518"CEMENT BOARD IN ALL WET AREAS. IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO TO STARTING ANY WORK. RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST '^ ALL HEAT PRODUCING EQUIPMENT. DESCRIPTION NUMBER OF NAIL SPACING V J ALL CONSTRUCTION SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,ALL LOCAL BUILDING AND ZONING REQUIREMENTS,ALL FEDERAL BUILDING COMMON NAILS REQUIREMENTS AND THE 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERSEDE THE GENERAL STAIR NOTE DRAWINGS AND SPECIFICATIONS AND SHALL BE INCORPORATED INTO THE DRAWINGS AND SPECIFICATIONS WHETHER OR NOT INDICATED. ROOF FRAMING 0 ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER I- PERMIT.) MAX.RISER-8" MIN. TREAD 9"-W/0 NOSE) CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST ID ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MIN. NOSE-3/4" LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.NOSE-11/4" CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP CONTRACTOR. MAX.NOSE RADIUS-9/16" ALL CONSTRUCTION WITHIN THE 110 MPH AND 120 MPH THREE SECOND GUST WIND SPEED REGIONS(NASSAU AND SUFFOLK COUNTY)SHALL BE IN CONFORMITY WITH THE GENERAL HANDRAIL AND GUARD NOTES CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2001 WOOD FRAME CONSTRUCTION MANUAL EDITION FOR ONE AND TWO FAMILY DWELLINGS. Q PRESCRIPTIVE AND ENGINEERED METHODS.THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED OR NOT. ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL'CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP Z ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. z GENERAL GLAZING NOTES RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER O ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER �. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 ' 1 ' n/ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. L1J LL ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. < Z THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICALS,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND WALL FRAMING DIMENSIONS UNLESS INDICATED OTHERWISE. GENERAL EMERGENCY ESCAPE AND RESCUE NOTE ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE i PER FOOT 7O J —��r AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. OF R310 MIN.CLEAAF THE 2010 RESIDENTIAL CODE OF NEW YORK R OPENING HEIGHT AND 20"MIN.CLEAR OPENING AWIDTH.GRADE FLOOR OPENINGS SHTE.CLEAR OPENING SHALL BE NO OALL HAVE AE THAN 4 MIIN.00 EAR OPENING OF 5.0 SQ.FT.VE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE Z ` Z INDICATED ALL UCTIONISESHALL BE LEVEL, PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER W W L D THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES .. PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HIARDWARE AS REQUIRED. D . THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR TOP AND BOTTOM PLATE TO STUD 2-16D(max.wall ht; 10') EACH STUD W ' ` ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, GENERAL LIGHT,VENTILATION AND HEATING NOTES v �/ THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht;10'to 20') EACH STUD Cr) W ^� {.,� ARCHITECT AND USER OF THESE DOCUMENTS. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT O I— 2 FIREPLACES AND CHIMNEY NOTES O ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET F- W AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D I"� W THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE CHIMNEY AND VENTS NOTES O • SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE CONTINUOUS HEADER TO STUD(TOE NAILED) 4_gp (O� 7\I RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. ^ ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16" o.c. along each edge LL 'd" GENERAL EXCAVATION AND BACKFILLING NOTES BUILT UP CORNER STUDS 16d 24"ON CENTER EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH WALL SHEATHING ATTACHMENT REQUIREMENTS BUILT UP GIRDERS AND BEAMS, 16d * STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN 2-INCH LUMBER LAYERS ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING ROOF SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.11 OF THE 2001 EDITION = CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER,THE '•NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION Maximum Nail spacing for 8d common nails RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH a. ARCHITECT. Maximum Nail spacing for 8d Deformed or 8d common nails END AND AT EACH SPLICE J 2 NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE 3- second gust wind speed @ 120(MPH) WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. 3 - second gust Wind Speed @ 120 (MPH) G( CN STRUCTURAL SHEATHING Stud At panel At intermediate FLOOR FRAMING r ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. (SEE NOTE A) Spacing edges edges in field SHEATHING LOCATION Spacing Atpanel At intermediateJOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST LLI REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER p g INTERIOR ZONE 16"c.c. 6" 12" Q r ALL LOCAL BUILDING REQUIREMENTS. (SEE NOTE A) edges edges in field BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END U) GENERAL CONCRETE NOTES INTERIOR ZONE 12"o.c. 6" 6" 4-FOOT EDGE ZONE 16"o.c. 6" 6" BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END Z ��II�� ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS 16" o.c. 6" 6" O 0 GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL SHEAR WALLS 16"o.c. 3" 6" BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK BE PERMITTED TO BE ADDED TO THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 6%AND NOT MORE THAN 7%OF THE PERIMETER EDGE ZONE 12" o.c. 6" 6" LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST v, I- 0 CONCRETE VOLUME. 16" O.C. 6" 6" LLI ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. NOTE A: JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST LU ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. wall sheathing within 4-feet of the corners, the 4 foot perimeter �-- ALL STEEL CONCRETE REINFORCEMENT'SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 Fasteners for asphalt shingles shall be galvanized or stainless steel, edge zone attachment requirements shall be used. BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST rn O ALL STEP FOOTINGS NOT TO BE GREATER THAN 1 VERTICAL TO 2 HORIZONTAL. v, aluminum or copper roofing nails, minimum 12 gage shank with a BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT Z Z 0 GENERAL GARAGE NOTES minimum 3/8" inch diameter head. the fasteners shall penetrate for exterior panel siding, galvanized 10d box nails may be substituted - J O through the roof sheathting and comply with ASTM F 1667 for the common nails ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND o O OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF All asphalt shingles shall have self-seal strips or be interlocking NGTE 1; NAILING REQUIREMENTS ARE BASED ON WALL Q THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. and comply with ASTM D 225 or ASTM D 3462 24. Windows in buildings located in Wood-Borne debris regions (areas within- SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. Lu L11 LL LU SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. hurricane prone regions within 1 mile of the coastal high water line were the basic wind speed is 110 miles per hour or greater = Z PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL For normal applications, asphalt shingles shall be secured to roof or 120 miles per hour as per figure R301.2(4)of the New York State CEILING SHEATHING ATTACHMENT REQUIREMENTS , ', LLI �,,, EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF with not less than six fasteners per strip. Residential Building Code shall meet the requirements of the large V EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. Missle test ASTM E 1996 and the ASTM E 1886 5d cooler nails spaced 7" on edge and 10" in field C!) (� M PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. referenced therein. GENERAL FRAMING NOTES NOTE A: For roof and wall sheathing within 4-feet of the perimeter (values are nominal design 3-second gust wind speed in miles per hour) DESCRIPTION NUMBER OF NAIL SPACING edge of the roof, include on each side of the roof peak, A. EXCEPTION: COMMON NAILS PL U�fJ�UI ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS,JOIST,RAFTERS,HEADERS,BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE DOUGLAS FIR#2 (NORTH)WITH E=1,600,000 PSI,FB=875 the 4-foot perimeter edge zone attachment requirements Wood Structuralpanels with a minimum of thickness of 7/16 i e A�i_ i'LL;'�: • N „ L DECK CONSTRUCTIONJLIN Y �'' TE ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. shall be used. and a maximum span of 8 feet shall be permitted for open' &WATER LINTS N[ D protection. Panels shall be precut to cover the glazed o Wings Tc`'�e"�^ ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN with attachment hardware provided in the table below DECK RIM JOIST TO END JOIST 3-10D THREADED NAILS EACH JOIST STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE Label all panels and store in a clean dry area of the house;` 4 WOOD DECKING TO TOP OF RIM JOIST #10 WOOD DCREWS @ 6"o.c. EACH JOIST N 0 MANUFACTURE. / �I FLOOR SHEATHING ATTACHMENT REQUIREMENTS Attachments shall be provided in accordance with the tablet Z ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED as follows: POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER Shall be attached with a minimum of 8d common nails ALL PLYWOOD JOINTS MINIMUM 32"WHEIRE POSSIBLE. spaced at a minimum of 6-inches on center on B. Fastener Schedule for wood plywood panels w panel edges and 12-inches on center in panel field. < u_) W DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. TABLE 1609.1.4 PLUMBER :ERTIFIGA , ,r.'`\' 5 Q PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. /�--n LEAD ? CONTENT,^;- r Q PROVIDE SOLID BLOCKING TO FOUNDATIION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. Fastener Panel Span Panel Span Panel Span CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA iFiC/ r OF OCCUPANCY Type Lessuthan or less than r less than SUBJECT TO DAMAGE FROM �> iLJI' H b,:7t_L) Ii' "/' f FR PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. equal to 4 feet equal to 6 feet equal to 8' _ _ I" � SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GROUND WIND SIESMIC C '` 'D C'`S '"\i�,f T FROST ICE SHIELD cEr F` ; \ l�1 t ( ; SNOW SPEED DESIGN LINE REQUIRED ''' == LOODv + -r PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 2-1/2"#6 Wood 16 inches 12 inches 9 inches LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE ( /- ` ` '-'L' �' (� SIZE AND USE UNLESS NOTED OTHERWISE. REQUIREDAZAi�I� Screw or 10d on center on center on center REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE Nails 20 LBS 120 B SEVERE 3'-0"� T MODERATEVYYES YES AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. TO HEAVY ALL FRAMING EXPOSED TO WEATHER AF\DD/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. R - TABLE R301.2(1) Residential Code of NEW YORK STATE tJG NOT UNTLLL D WITH CD sp.v e.+.'i 2-1/2 #8 Wood 16 inches 16 inches 12 inches FRAMING UNTIL.SURVEY CD ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. �\1���1; OF r�`Iti,�r\/ ir, �� ': 1/2" structural plywood Screws on center on center on center �'\ �-�T;..hLOCATION .i FLOOR DIAPHRAGM BRACING;BLOCKING'AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO �'� ` BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. Panel, Attached to Frame in accordance This table is based on a maximum wind speed (3-second gust) ALL ENGINEERED LUMBER AND FLITCH PILATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. of a 130 milesper hour and a 33 foot mean roof height. W N with Table R301.2.1.2 �-- ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS Residential code ofE r , r Fasteners shall be installed at opposing ends of the wood U �ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. NYS structural panels. UJ 0_ NO STRUCTURAL FRAMING MEMBERS SHIALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. _ Z Where screws are attached to masonry or stucco, they shall rt` `'^ �_ _ ALL EXTERIOR LUMBER Shall be ACQ requiring the following: " be attached utilizing vibration resistant anchors having s DESIGN LOAD INFORMATION " ' ��� a a) u) a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D I� WINDOW UNIT minimum ultimate withdraw capacity of 490pounds. r _ P Y G,+i E �? , c OR STAINLESS STEEL. ` A. Ground Snow Load: 20 psf - �. / _.. 3 �y��� W �, , b.) Use Copper flashingOnlyagainst ACQ Lumber Sill Plates �� �� �",� 'a pp g B. Rooms other than sleeping: LL = 40psf, DL = psf m -a c c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc p g' pQ /,3l Coy/� shall be Hot-Dipped Galvanized or Stainless Steel. C. Sleeping Rooms: LL = 30psf, DL = 10psf NOTIFY BU ,, O _ r'- d.)ACQ Above Ground(.25), ACQ Ground Contact(.40) 1 D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf765-1802 GENERAL FLASHING AND CAULKING NOTES E. Roof with cathedral Ceiling: LL = 20psf, DL = fS p 1Wl'� Ir. ��;� :;:` , ��' �, 141; PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS F. Decks & Exterior Balconies: LL = 60psf, DL = 110 �r ';}" `t `' T. � OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET G. Guardrails and Handrails: LL = 200psf '` ��F ` L� GS '� "` ` u p 2 ROUGH-FRAMING, PLU , F.y ,- VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS N • i•.r r1 AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND "SHUTTER" H. Guardrail balusters and panel fillers: LL = 50psfSTRAPPING, ELEC i RIC^,L C _ ,I ,f OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. PLYWOOD STORM PANEL SHUTTER DETAIL I. Attic without Storage: LL = 10psf, DL = 10psf F�SULATIO�J =" J. Attic with storage: LL = 20psf, DL = 10psf NAL-CONSTRUCTION ° ELEOJ :'� MUST BE COMPLETE FOR C.O. K. Stairs; 40psf ,.,, �~ NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) ALL "l iC IO'J SHALL MEET THE � . ^ONES OF NEW>` Refer to NYS code R301.5 for all Live Load foot notes r,� ELECTRICAL `'C R Qui "` RETAIN STORM WATER RUNOFF OF THE TOWN CODE.. CONTINUOUS HEADER EDGE TO EDGE fasten sheathing to header •1 with 8d common or galvanized 20 metal stra box nails in 3"grid pattern as gap shown and 3"o.c. in all framing w/ 7 8d nails in (studs, sills & blocking )TYP each end TYP. z H2A Stud To Rafter 0 ••' ' ' ''• 7; • • • "7: H Connector I j 1 II II T i I lT FASTEN SHEATHING TO ' Ay- � 't=........41.1....;0........;............' =�����-_ ,��% HEADER WITH 8d COMMON MIN. 12" DEEP HDR Q 11 +� OR GALVANIZED BOX NAILS ; Q CV II- - , IN 3" GRID PATTERN AS SHOWN •s ' Simpson A23 Angle •r �;; fasten top plate to header with two Q • '� ... Beach side of Header WINDO1 HDR f. ; • •a rows of 16D sinker nails @ 3" o.c. TYP .� s• Q • TYP. Portal w/4-16D nails each endpoll • ; 1/2" WOOD STRUCTURAL •• 20 ga metal strap Q I PANEL WITH 8d NAILS @ 3" O.C. •' ;; with 14-8d nails For a panel splice frame const. z f \/ (2) ROWS ON EACH SIDE OF panel edges shall be • .� framing size; blocked and occur Typical Metal ' • • VERTICAL SEGMENT ON :; Strapping at111 ,.. • THE PORTAL FRAMEMAX :; •. see floor plans within 24" of mid- " Openings •• (2) 2 X STUDS HEIGHT . 16" min one story height. one row of z See plan for 24" min. for use Typ• Sheathing to Simpson A23 Angle 10' :: psize OR use s used, 411in the first of framing nailing is each side of window sill • solid post •• •• two storystructures required. If 2x4 ;; ;; Q L U W Minimum numberof :: :: Both Sides thble 2x4'socking lmust be > Z Z be Jack .. •. Studs asper WFCM table II • nailed together •• •• z 3.22F. .. 1 2 thick wood g z _I z structural with 3-16d sinkers .. ;. Typ. Full Height stud requirements for DETAIL L A •' panel sheathing •• • Anchor W L1J headers and window sills as per •# Bolt LU J Z D WFCM table 3.23.0 and 3.23.DI '', '•• Simpson HDU5 '••,,, •• Holdowns in accordance with ! + each side of 0 WFCM manual. Provide at all ; W (� CD � I' RIM JOIST + garage opening Building corners, Between window and I � ' see details this page — w# 1 Q rt door openings greater than 6 feet. '�= .. , �I���'� O Nailing as per schedule and Q WFCM Manual 0- O O - Sill Strapping See details ��� a N Q this page. TYPCIAL ELEVATION END PORTAL 0-- d' 2 2 WALL TO HEADER STRAPPING END PORTAL 16 (SHEATHING- WALL PANEL DETAILS BETWEEN E FRONT SIDE) 20 GA STRAP GARAGE DOOR OPENINGS AND AT EACH CORNERS c o 0' co c `C "�— FLOOR JOIST CEILING OR OF THE GARAGE. NTS - L mW/7 8d NAILSo � 5 gaIN EACH END •� t3o 2ov� ,: cc3mc1- galy. x 20 gage ENDWALL—� DIRECTIONc c �, o c� o_ .�rn o •a) •in +-• cn s.ocoil strap with (5) 8d commons oo Zoc :D: nails in each end at each rafter. Q m ENDWALLDETAIL B so- m � � oc ' 3. oma. o 4 PROVIDE@STRUCTURAL RIDGES0 '—'�' Floor and Ceiling JOISTS BACK SIDE s �- a, o Each Rafter on Each side HDU8 or HDU5 L o c °' , BLOCKING2- HOLD WN �' UC: of Ridge to have a TYPICAL-- 1► ins.. 1 ► 4X4 or O S m c to -0 c 7- :p hanger. 'I �� 6X6 See 16D NAILS @ 16" oc -73.7- Simpson LSU skewable AT 48" OC -I Fdn Plan - '�% ►_. F- Lo._ c� caoa 2- BAYS IN ►= � 3-CORNER STUDS------„. AWN^ -��� BLOCKING at 48" on center ABU CONNECTED TO ��'„� O 0101""`, _ 1 & Anchor ��I IMNIMIIMINIMIN TRANSFER SHEAR (n zote,_,,.. ,_____ , SECTION A - A L% .J Bolt .:- LOAD 2 \, _ (�) TYPICAL HOLD-DOWN PLAN <ilpf 1 END WALL BLOCKING DETAILSIDECOVER (� DETAIL (a GARAGE C I FOR FLOOR AND CEILING BRACING 2"MINIMUM ' •� w'.. 11' DOOR CORNERS N.T.S. w 0 WFCM 2001 3.3.5&3,5,5 N.T.S. '� •�''� Z BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES O PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLOOR FRAMINC MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE DECK POST TO CONC. PIER CONNECTOR (n SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. POST TO HEADER CONNECTOR W 1.- eD U RAFTER TO RIDGE STRAP WHEN ATTTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE SIMPSON ABU Installed in accordance SIMPSON BSC f- w0 "0 THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. with Simpson Specifications Z w DQ °U c 0 wwwl~i_ a) 2"x4" CONTINUOUS : �t U Z Li w CL. CO PROVIDE@STRUCTURAL RIDGES LATERAL GRACE AT 6'0.c. �� CUT UPS RT10 ANCHOR Each Rafter on Each side TRUSS OR CEILING JOIST LENGTH (n (9 M it of Ridge to have a '� GABLE END TRUS,Z a 12" Min %r4(4,_ at each Rafter. WithSimpson LSU skewable hanger. �I! i 2-lod NAILS a .�• 1 (6) 8d x 1-1/2” nails in Rafter `� •� . ,�I ""'- 8 8d x 1-1/2" nails in I ' � q/y ate - /�� (611 ) 8d x 1-1/2 nails in Stud a +'� �►s„ `'� '/ �� CLEAR II 5. :I,, 0 0/o' Ed COOLER NAILS AT 10" o.c. . I 2"x4"BLOCK NAILED TO EACH �00 1 II 1-1/4" x 20 Gage Metal Coil BRACE WITH 4-IOd NAILS Of 01.111111.1Use 1-1/4" MetalOC:YPSUMBOARD CV W Strap with (6) -8d common nails k Coil Strap 20 Gage with J 5d COOLER NAILS AT Z o.c. '� 12 Min (6) 8d common nails N U r in each end. catch jack studs 20 GAGE STRAP in EACH END at and window or door Header. 10-Sd NAILS J. )-• co Typical each side and ALL RAFTER TO RIDGE STRAP END WALL STUDS ' EACH Stud. p n windows and doors. 1-1/4"x 24",20 GAGE STRAP,GALVANIZED WALL TO WALL STRAP O WITH(5)8d COMMON NAILS IN EACH END. CEILING BRACE ,� END WALL LL 1-1/4" gage z RAFTER-TO-STUD CONNECTOR & NOTE:RIDGE STRAPS ARE NOT REQUIRED v f•-t strap with x 20 JACK STUDS TO HEADER TIE WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 NTS coil (5) 8d common ARE LOCATED IN THE UPPER THIRD OF THE ATTIC nails in each end at each rafter. CA N.T.S. SPACE AND ATTACHED WITH 4-8d COMMON NAILS �j IN EACH END F-� ISI NOTE; 8d COMMON NAILS ARE 2-1/2" LONG I~ : N I� •- Corner Studs 1� `� 1-1/4" x 20 gage G-185 CA W 4 ------ 4-Corner Studs 2-16d Common Holdowns are required at o nails at 10" each end of a perforated Simpson HDU5 N ' Nail to back of each stud Hot Dipped Galvanized Strap ...-----Side Wall o.c. corner shear wall.When full height with - 20 -Simpson 1ft with (6)-8d common nails QI v, 2-16d Common shearwall segments meet at p ,� • ,r••• at each stud, wrap under sill Mt w g nails at 10" HDU5 or stud connected a comer.A single holdown 110 SDS 1/4" X 2-1/2" •: • and nail to back of each sill. E� E"'-'1 " kn shall be permitted to beg — '�• Strap may be attached OVER HDU8 Holdown T to transfer shearwood screws. _ . ;.; I.• .,� M O.C. corner Yp used to resist overturning • stud connected + ` ;� Blocking not shown forces in both directions ' in-ill; ; i the plywood OR directly to M f rA� hA; for clarity Z . when the walls are fastened per �• Threaded Rod with Nuts -HI - w '� aA °O to transfer shear \1 ., y r� �� detail. 11��1 ••• Studs. o �� T Sill on ~I i►-�� Finger Tight plus 1/2 turn _ -- Yp '"„=i' with a wrench `� mini - ® "E Conc Fdn wall 's FOUNDATION-SILL-STUD i -• �, � o cr, I STRAPPING �i:= .r `, "�--. �" Preservative-treated HDU8 w/ 7/8" SSTB ------------:41, � �� , Typcial floor system ���,�.M�;�- � ;'��� `r' barrier required for �� Applies to Garage Wall and c i 4- .4, w Cr) -k v qSimpson Anchor Bolt & � 1 - � h ..�::.•�'�. p Al�Il Typ Wood �1 Simpson HDU5 Slab on Grade Construction cc . i rap strap under I; ` O connectors in contact coupler nut assembly. with - 20 -Simpson sill and Nail to _•'' with treated wood - HDU5 w/ 5/8" SSTB Floor- Framing p �� & Conc Fdn wall SDS 1/4" X 2-1/2" Till back of Sill ,,a refer to Simpson Simpson Anchor Bolt & wood screws. mal ; •• •• rr7 ` � NOTE;ALL STRAPPING SHALL . •• .• ''e:<tih, c.',=.7 , coupler nut assembly BEAR MIN. 12"ON STUD OR :ilE. -•" RAFTER FACE TYPICAL SIMPSON HDU8 CORNER HOLDOWN SIMPSON HDU8 CORNER HOLDOWN TYPICAL TIE DOWN AT SECOND FLOOR FOUNDATION-SILL-STUD NTS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING 2NTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION TYPICAL EXTERIOR WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R405.1 Concrete or masonry foundations. R406.1 Concrete and masonry foundation dampproofing. Drains shall be provided around all concrete or masonry foundations Except where required by Section R406.2 to be waterproofed, that retain earth and enclose habitable or usable spaces located foundation walls that retain earth and enclose interior spaces R406.2 Concrete and masonry foundation waterproofing. below grade. Drainage tiles, gravel or crushed stone drains, and floors below grade shall be dampproofed from the top of In areas where a high water table or other severe soil-water perforated pipe or other approved systems or materials shall the footing to the finished grade. Masonry walls shall have not conditions are known to exist, exterior foundation walls that be installed at or below the area to be protected and shall less than 3/8 inch (9.5 mm) portland cement parging applied to retain earth and enclose interior spaces and floors below discharge by gravity or mechanical means into an approved the exterior of the wall. The parging shall be dampproofed in grade shall be waterproofed from the top of the footing to drainage system. Gravel or crushed stone drains shall extend accordance with one of the following: the finished grade. Walls shall be waterproofed in accordance at least 1 foot beyond the outside edge of the footing and 1. Bituminous coating. with one of the following: (n 6 inches above the top of the footing and be covered with 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. 3 1. 2-ply hot-mopped felts. z an approved filter membrane material. The top of open joints of 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. 2. 55 pound (25 kg) roll roofing. 0Z drain tiles shall be protected with strips of building paper, and 4. Any material permitted for waterproofing in Section R406.2. 22'-11" 3. 6-mil (0.15 mm) polyvinyl chloride. _ z 21'-4" z 4. 6-mil (0.15 mm) polyethylene. the drainage tiles or perforated pipe shall be placed on a 5. Other approved methods or materials. �- 3'-3" 19'-0" 5. 40-mil (1 mm) polymer-modified asphalt. minimum of 2 inches of washed gravel or crushed rock at least i ,, one sieve size larger than the tile joint opening or perforation Exception: Parging of unit masonry walls is not required where 6'-4" 6'-4" 6'-4" DECK FOOTING 6. 60-mil (1.5 mm) flexible polymer cement. 0 0 and covered with not less than 6 inches of the same material. a material is approved for direct application to the masonry. ! 12" round concrete poured pier 7. 1/8 inch (3 mm) cement-based, fiber-reinforced, waterproof N footings to virgin soil 6" cca- coating. Q Exception: A drainage system is not required when the foundation Concrete walls shall be dampproofed by applying any one of \ Ny -I 8. post anchor-See detail on 8. 60-mil (0.22 mm) solvent-free liquid-applied synthetic rubber. 0 is installed on well-drained ground or sand-gravel mixture soils the above listed dampproofing materials or any one of the J , this page for strapping and Z according to the Unified Soil Classification System, Group I Soils waterproofing materials listed in Section R406.2 to the exterior �,�-;- - - - .14:32.- - - - - - -;-�;'- - - - - -,-� ; -; , uplift connections. Min 36" All joints in membrane waterproofing shall be lapped and as detailed in Table R405.1. of the wall. -- 4 0 - -2 - 2x8 P.T. GIRDER -I Below Final Grade sealed with an adhesive compatible with the membrane. Q I 'o I Z in o WOOD I DECK FOOTING Crawl Space Ventilation: 0 I o Ua DECK I INTERIOR round concrete the total area of ventilation openingsce NOTE; DECK IS FREE STANDING. poured pier may be reduced to 1/1500 of the ,� (� W DO NOT ATTACH DECK TO o I N ^, 2 - 2x8 P.T. GIRDER I footings to virgin soil 4" cca- under- floor area where the ground Z HOUSE USING A LEDGER _ - �. - _- post, post anchor-See detail on Z REVISED: 12/30/2014 rear deck `v , '�-' - - - - 'fl-�- - - -a-EI - - - �-d surface is treated with an approved t( -- . _�• -- -- this page for strapping and O F- 1 �,� Alk `l uplift connections. Min 36" vapor retarder material and openings to o I Below Final Grade are placed so as to provide cross Z Z \\./1 OMPOSITE OR o = • ventilation of the space. W L i z D PRESSURE TREATED 7 I -' _� I One such vent opening shall be ,J WOOD DECKING HDU5 AL `t' l m Ua I HDU5 AL within 3 feet of each corner of said building. 2x8 P.T. SOLID HOLDOWN o I - ❑ I ° 0 00 2 - 2x8 P.T. GIRDER HOEDOWN BLOCKING BETWEEN _ _ -- - �_ _ Crawl Space Ventilation: UJ W (,.� U) \ %,c4.,-:{4.:,_ "" - X (with-out vapor Barrier) V.2 EACH JOIST �'�,� r- ,-per- - --�-p ' ' Jr '� c- \ \ t--- - -- \ minimum net area of vent openingsO H 2 - j ® ® °0`\ ® \ shall not be less than 1 square foot for ' `� .`� �I� .o - 06 each 150 square feet of crawl space 0 c ° u- I I N I I area. One such vent opening shall be Ct �- - - i'(;)) `-' u- within 3 feet of each corner of said building. LL (V Q Ailh X c.,) 0 (0- ` F..._ TYP.DECK JOISTS X C'rCO o) Crawl Access: li�� EACH SIMPSON H2.5 @ - lir c 00 Through Foundation Wall: minimum 18" x 24" EACH JOIST TO GIRDER ca Q m - 4'-0" Through Floor: minimum 18" x 24" ' '' SIMPSON BCS POST -C 'O 2" z , g )t- X = ca c� -, see Section M1305.1.4 for access requirements• CAP @ EACH GIRDER TO POST E o• • • �: M °' c° 0 3 (CRAWL SPACE o _ _ where mechanical equipment is located under floors. c o -a o• Provide strapping at j////// A E m c „ o -0p c o C cn c 't / o = ->� o concrete slab on - \ \ o :_• c c co a) existing box const. / / u_ N o 4" base course ofclean LLo `---' \ \ I \ -0 2 ° Z' e- o •o• Typical were 2nd floor / / a c graded gravel or sand. x 7 '` - addition occurs - / �- > m N c N c ` U/ cn r- p o class-1, 6 Mil vapor TYPICAL c o a, 2 a.� ,_�4"P.T.POST see detail this a e / / i �. - a o 0 c-C o p g / / retarder HDU5 cU 1_ c o '- o ._ / / ; / 3'-3" x 2'-0" drop top of concrete HOLDOWN a ` €0 6.0 o, / ' \ NC N as required for Man P o '• L _ m � ----1\---- .7-ZZ. , , - TYPICAL ANCHOR BOLT � o c E ® OWEL door, see plan for size �'�- ____.______-.-TYPICAL Spacing: 518 @ 32"on center ._ Cl) = i) •- .n c 7-7; IIUP N " " a� c'3co - cEoca0 2x4 Frame Around the S embedment of 7 with 3 x 3 square washer. s ovcn Hold 12 off corners and hold 4 to 12 offI- a- ocDo0-TYPICAL o, o Staircase From Floor TYPICAL Uplift strap c HandrailCo each end of each sill plate, / -, to underside of Joists. I ;�� rj;; / HDU8 connections at all bearingwalls. HDU8 L Treated shoe and gyp, bd �, ° r s- / Detail on drawing C-9 INTERIOR DECK DETAIL HOLDOWN % w p @� Walls. Minimum. 1?-l3cr) I o , �. '/, 2-2x8 ,� Handrail HOLDOWN -2 in all walls and R-19 on o o ✓- I I-� a per RR314 / NTS / I -' I I Ice 34"-38" 20'-10" underside of staircase. LL _ / Attach railings per code. 0 c i ,p „ „ DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO / N o Above Nosing $ $ PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. / I �° • I u; / _ TYPICAL FOUNDATION 3-2x8 1.N ��r1 , / �� '"' ; ; 3-2x8 / DOWEL PIN fi ' z s r� c s Y c �� ,� - o c' ct UNEXCAVATED ' EXISTING17.A �' '/l ;//; EXISTING / n N TYPICAL GARAGE SLAB N #5 steel dowel pins between new / f- ' / N- x and existing foundations. The pins I I 1 U) NEW TYPICAL INT. FOOTING/COL / W 4" poured concrete slab .x ° I o - - 24" x 24" x 12" Thick, poured are to be spaced a maximum of 16 (- / + with 6x6 10/10 WWM, inches vertically and are to be a Inl cr, o ° o ' o I Concrete footing & 3" O.D. / on Fully compacted clean I - I / -' 0 Diameter steel column. / granularI minimum of 24 inches long and grout m I I / X o N I N / � fill. Pitch slab solid with non-shrink high strength grout. / 8'-1"± w ,� i 8'-1"± i 8'-0"± I en 8'-1"+ �, 8'-2"± / /ft to garage doors. o I I oxo +I / N ❑ I I / N I cr o°, rn UNFINISHED BASEMENT / N M 0I- I I / I ( 1 / drop top of concrete CNi N z I I COMPOSITE RAILING / i ; I Ny' -Co TYP. as required for garage cn y DOWEL doors cc ❑ Q SYSTEM.VIYNL RAILING I 0 1 1 ; .4' //////X/////Ii////// ////</////////////r \ r Q w TOP AND BOTTOM RAIL / / _ r" W I AND COLUMN COVER AND / u I I ;: -,,� / \p o �-Typ. Deck P, ... '<. . ` Z w ce Q COLUMN CAP / o I - '`_,/ Y _ , Co e_ Q U I I / rt I 1 •/ U co Nailer cel eo ( -, COMPOSITE OR'. I I / °o •-- ------T / 0 in • n a n E7 PRESSURE TREATED �- ur i / CD o WOOD DECKING / X (n _ � -' `{, I I 6X 6 TREATED POSTS / N I ; -/ f..\ O2-2:x8 treated deck girderIqLAG BOLTED TOJOIST / r - -� r - r - r -i ch d,- r ��jQ �� AS PER MANUFACTURESF- \ - SPECIFICATIONS. ` - - ' - -' - -� I Q 112" DIA. GALV BOLTS WI REMOVE EXISTING STAIR N Step Footing Cr)LO H NW 2 x JOISTS LOCK WASHERS. TO BASEMENT AND Typ. E°' A HOEDOWNS; I REPLACE WITH 2X8 FJ Covered 1 V to 2H max. Q @ 16"OC&SUBFLOOR y CO N ° . Porch Ftg Or provide full height O o Simpson HDU5 Hold-downs 0-4 2x RIM JOIST A foundation walls o with 5/8" anchors at one story walls a `� ,i_ SIMPSON H2.5 AT Ce w Simpson HDU8 Hold-downs with rZ 7/8 anchors at 2 story walls. EACH JOIST Provide at all building corners . -4,__ ,Y, t Cf -- - - - 2-2x GIRDER w/2- 1/2" DIA. GALV. 11'-1" 11 1 garage p ; " d+ . ,-+ Between each door opening., -- - ,r / z And at All openings reater than f g,7, , EN* `� THRU BOLTS AT EACH POST 6'-0" .See Foundation plan ,./ 1--•i , M GIRDER CONNECTION 16'-0"± 25'-1"± 22'-2" - W i and Drawing-2 detail sheet for h ; ► I 'd I 6x6 POST +/- Existing details on Hold-downs ; LH JAN - 2 2015 C.) .- o 63'-3" z and strapping. I I ® P .-E5 fMSI .. O M TYPICAL COVERED PORCH FOOTING TYPICAL FOUNDATION KEY r +� ' // O FOUNDATION PLAN . � �� -__. � ,,. 18" x 18" Poured Pier Footing minimum In accordance with chapter 4 'i ;�� �' %i .� N ALL EXISTING FOOTINGS SHALL BE 36" below grade. 12" Dia Concrete pier of New York State Code. SCALE: 1/4" = 1 -0 / / / / / EXISTING WALLS r`' y�" �� FIELD VERIFIED THAT A MINIMUM 4" Pressure Treated post -See details 8" poured concrete wall ,' , $ OF 16" X 8" CONCRETE FOOTING on drawing-1 for strapping and uplift on 16" x 8" Concrete wall NEW WALLS '..t. •• ,_f- • I ("") DECK AND RAILING DETAIL IS PRESENT AND THAT IT IS 36" connections. footing, Exterior Damproofing °a '` ;a p g [ ] TO BE REMOVED t,,„,•t '" NTS BELOW GRADE MINIMUM. 2 x 6 treated sill plate, `4='. , �;oc,i ,���'~: Sill seal, Termite Shield. 22'-11" 21'-4" r ROOF JL 4" VTR JL 4" VTR JL 4" VTR • 19'-0" U) 2++ z 0 3 0 1 1/2" 1 1/2" 1 1/2" 0 Pre-Fab/ Factory Built Fireplaces G( 2"L-N„fj3" In accordance with NYS code chapter 0 ✓ 36 high railing 10, factory-built fireplace inserts shall be UL listed and labeed sh '\) cl- 2 ND FL. I WOOD d system installed in accordancle withthe be Z DECK= Q 3" 1J2" oconditions of the listing. Factory-Built z 1:_r, . fireplaces shall be tested in accordance 0 3++ 2" + i d' with UL 127. Hearths shall be installed in accordance with the listing of the 2 _ — ,D Frwtrrrer to ve►ify cerrlrrrlirld of witiduw Fireplace & in accordance with NYS code < W W 3,+ over sink with kitchen layout plan section R1003.9 Hearths & Hearth extension. > Z z 2" provided by Owner or builder. All Fireplace shall be equipped with an 0 < f'- 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" exterior air supply. Exterior air ducts J TRANSOM TRANSOM shall be UL listed. Factory Built Chimneys zTz DW WA;HER 2" V 2" r ABOVE ABOVE , shall be in accordance with NYS code chapter W W 0 30210 FWGI29611 S FWC60611 L 18 (chimneys & vents). J C 1 ST FL. 3"v \ - ( ( I / 9'-0" Or- 1591.: I ,- „ 2-2x10 „ / I Venting of Equipment 0 ' f 11 0 2 O f\J a� �r Install in com liance w/ L.1J (,�I �5,/++ Zr/ ��„ CABINENTS BELOW h LU /1/ 4" FAI F— Lik3" ' „ I / s KITCHEN ( _ / s MILLWORK BY/OTHERS chapt 24 & RC G2427 (f� 0 LL 3++ �+ / 3 / DINING / I 4'-0" venting ofequipment Q J 1- 2 / / 3 <C> I / Vault N Vault rn / I i r CO / Ceiling x I Ceiling Zo / & Figure G2427.8 Q CO CO4CO CO I / 10'4Y `\I 10'-0" /� I 'or) O o / ;0 e 2x1 o Raft-rs • 16"oc col N QCe /� ; 92x8 •eiling Moist @ 16"oc ,yccol Q. �- 2 2 � 4" C.I.H.T. PLUMBING RISER DIAGRAM A ;�`� _ 2x4 011ar+tie @ 16" CC \ 5%" A-4-1 I- - 7. 41- CONNECT TO THE EXISTING NOT TO SCALE I if/ 9' //Y/,(//////////A-' r 22 0 'ED r SUFFOLK COUNTY DEPT. I /5'/z" I ; POT % / OF HEALTH APPROVED / 10'-8" \ lci 'a / ` 3/4 HOUR FIRE RATED�.� , / I c O c) SANITARY SYSTEM ,� -L // PANTRY I i PULL DOWN STAIR / , N _. L c 3052-2 2442 1/ I LVL T 3-1/2"x 11-7/8" LVL Flush / \ `''_- / I I `. ''' 'i DOUBLE FRAME OPENING ' ' / O 0 = O rs ° l 2-2x10 / + + + \ 21'-0'/Z' I / ..5--:.;c" 4-. Cr \ I. (2) 1-3/4"x 9-1/2 LVL ' i PO\iVDER / " : ? -c a m �- 2x8 RR @ 16" oc I' ROOM / I+ M \r� 51/2'i I _' t D C c.o v, 3 2x6 CJ @ 16" oc I ` I o 0O / , Harldr4il , i c5 / I o o ` o I . I 14'-0" 6+_1+, 1 'I 20'-4" e' \o tv / o ° .� "� �,ar o / L listed GAS ? I / I GARAGE c0 c O E rn "'' ., LINE OF ` _ 2 2 � — mac I + '� _ Pre-Fab Fireplace, / I Provide 5/8" Fire Rated Gypsum •- 2ND FLR 3 2'-4" " �� "-t / ��- --- 2X4 WALL I —� lass doors and \ + Yp -� O s = O I+ = u ^ ---- UNDER STAIR I, j Hearth extension , N I j wallboard on walls and ceiling of •o �, BEDROOM #11.>-.< / garage perI— (:).:.= tea o a' ` II = a �� as per NYS Code X / ara a as code sections I I .� \ _ __ ____ I ? u) r_ W / vent to exterior. \ N _ / I R702.1 and 805.1. Were garage _ � -� / ! I' `; , •o o / abuts dwelling-use 5/8"fire rated I' > o -, O 111 r---- ----w• OPEN ,L 3 o " `n ABOVE TO II � , L 2x10 Rafters\(& 16 2x10 Rafters 16 '� ( wallboard on garage side and ' in ZTr ° 3'-11'/z" 2' 0" / ' z r--- ❑ ++ / I / fire rated wallboard on N N I 11 ::,-., oo z • ' .�' 31/Z" I ° z 0 0 2x4 Collar tie @ 16 oc I 2x4 Collar tie @ 16 oc / / opposite side in accordlance cm X s \ 3,�++ DOWN i I r / I with code section R702.3. C Ics) I, ' O - riiii�.a �, 2'-6++ ,it - — - — - �' v \ I / I Insulate all garage walls Plumbing Note: X I o`to I - �s� (2)1-3/4"x11-7/8" 7f8 I ""• 2x12 CEILING JOISTS 16" o.c. and Rafters. w N I MLIJ o 0 'tisG , v _ _ _ _ _ _ _ _., 2x12 blocking @ 8-0 o.c. / I The Plumbing System shall be installed + I - I co M I cS (12 < Existing 2x12 Ridge / / in accordance with chapters 25-32 of the III N co Living Room . o� 1 p f , residential Code of new York ,. - r - _, w +►� I .K..w�.11 2'-4" ��av��Ar .:.An.w.i 2'-6" i.4r� + -,��ll 2-0 I, - - - r - - , I- - `t,�4 I I I _ _ I + STAIR HANDRAIL NOTE: GUARD RAIL NOTE: I i 6'-1" ''o I 4'-°�� `� r - ,•�' 2-2x10 12-2x10 2-2x10 ,� �/ L�/; — - - -L—' i Provide Handrail on at least one side Porches, balconies or raised floor I , _ 5=1/2 x 11:7/8 LVL _ Flush_ _ _ _ -! II r I I 'l� 3 / W POST POST �� 7\ l �-- I , / Hour fire rated / of each continuous run of treads or flight surfaces located more than 30 inches LVL _ LVL "� LVL POST I I TW2852 i _ I TW2852 - door assembly with / I a (- with FOUR OR MORE RISERS. above the floor orgrade below shall `o ,2X6 CLG `N "' / N z I bo JOISTS 16"oc I I i M I N self-closure, w/s and / I B Handrail Height measured above have a railing not less than 36 inches WALK-IN 0.3---�0 mm`t. I I WOOD I I insulated. I 2-2x12 / I < stair tread nosing, shall not be less than in height. Railings shall have Top rails and I CLOSET I I COVERED I �, ilii/,�tJ f�li f,/ W Q 34 inches and not more than 38inches. Balusters and Bottom rails that are I o fan PORCH , I I , I 192X84 - COURY 4 PANEL I \ q w All Handrails shall be continuous the full NO MORE THAN 4 INCHES APART. _ M Z� L =N ® o z > Q I 2 2x10 2-2x10 3-2x10 u) length of the stair from a point directly EXCEPT: the traingular openings formed M _ _ _P,_ _ _ _ _ _ _ _ _ _ _ _ r--Step �, 0 above the top riser of a flight to a point by the riser, tread and bottom rail of the \ H 1=1 '!' -� ®- - — - - — - — - — - _io directly above the lowest riser of the flight. Guard rail at the open side of a stairway L. _ _ _ JW2846 T�/2B46_ _ _, - 2X6 u_ e con Handrails adjacent to a wall shall have a are premitted to be of such a size that a - r J rl'n Z space of not be less than 1-1/2 inches 6 inch sphere cannotpass through. NEW BIN between the wall and the handrail. p g PLUMBING WALL 3'-33/a' r 3'-8'/" , Turned Columns.cast Y Q ci see NYS code for exceptions. Refer to Open sides of stairs with a total rise of A 3+_8++ 3+_8,+ v w NYS Code for grip size specifications. more than 30 inches above the floor or r r 36" High Alum/Vinyl ccn I-- grade below shall have guards not less railing system w W than 34 inches in height measured N vertically from the nosing of the treads. / 7'-°�� i 7'-0" , o `') CA "4 Qs 4'-4" , 7'-4" r 4'-4" , 7'-9 ' 7'-1'/" 6'-10'/" 3'-81/" 10'-8'/" 11'-1" O H w '/z '-' r r r r r r / o 16'-0" / 25'-5'/Z' if 21'-9'/i' a w HEADER SCHEDULE +/- Existing / `� 1-4 FSI H E . M NOMINAL LUMBER SIZE: SPANS: M 1ST FLOOR PLAN w r\ to °O (z)zxs UP TO 4.-0" Smoke Alarms for Renovation Note: When interior alterations, repairs, additions or WINDOWS, FWH, FWG DOORS AS FOLLOWS; �/ o (2)2x8 a-o"TO s'-o" conversions requiring a permit occur, the dwelling SCALE: 1/4" = 1'-0" Plans indicate ANDERSEN series 400 DH ® l�-r•� 'ct N (2)2X10 6'-0"TO 8'-0" shall be provided with smoke alarms located model numbers. Provide HP LOW-E4 glass �/ .� o c (2)2x12 8'-0"TO10'-o° in accordance with Code Section(R313) DH WINDOWS shall have a DP Rating of 50 �;`'%��-�� J ' .�',°'< AREA SCHEDULE KEY with the high sill stopand DP upgrade :'��'-�'� �`'`- O for NEW Dwellings. (including basements) g /,�,� � � `,� � POSTS SHALL BE 4X4(NOMINAL) NAME AREA And use the Plywood panels as detailed on l+ t`.� `,,n,A I 1 EXISTING WALLS * NOTE: ALL SIZES CALLED OUT ON ANY OF Proposed Extension FLoor Area 320 sq ft. Drawing-1, OR use the ;,{7 .: r a;i °� THE DRAWINGS WILL O Smoke Detector Existing First Floor Area sas sq ft. Ii / / A NEW WALLS High Impact resistant glass in all windows 4 `T -,,,,, 1 SUPERCEDE THIS SCHEDULE. Carbon Monoxide Detector Proposed Garage Area 561 sq ft and exterior doors with glass. , z � co C : - : : ] TO BE REMOVED '‘q:-'`--2c,i ' `�---- 'i° ,��° * NOTE: USE (3)2x HEADERS AT ALL 2x6 Refer to DWG-1 General Notes - tj ���Ri3 EXTERIOR WALLS 5.-,. " ...__tin Ice and Water Shield consisting of 2-layers of underlayment cemented Continuous Ridge Vent TYPICAL ROOF CONSTRUCTION TYPICAL SOFFIT CONSTRUCTION. together or of a self-adhering Ridge board R-30c 00,10 Class A Asphalt Roof Shingles w/ 12" overhangs-typical polymer modified bitumen sheet, Insulation fasteners as per NYS R905.2.6 6" Wood fascia & 6" Wood rake boards. shall extend from the eave's edge Ice & Water barrier as per NYS code Trim in aluminum or use "azek" or equal to a point at least 24 inches inside 2x4 CT @ 16" oc ..,---- RAISE EXISTING CHIMNEY section R905. Underlayment conforming metal drip edge, solid trim the EXTERIOR wall line of the Building. ,I cricket Continuous Ridge Vent to ASTM D 226, Type 1 Fully Vented Vinyl Soffits 12 Framing As per plans with 1/2" exterior Foam attic ventilation " Ridge board grade, span rated structural plywood Sheathing, TYPICAL EXTERIOR WALL 10 4 channels. typical Nail to framing in accordance 2 x 6 Doug-Fir Wood Studs @ 16" on center. Cl) TOP OF PLATE R-30c LENIN �ti?ASSIlSUBTRISTIBUISSi,►��STRIi�EIMITHIS i ISIBtit IR :ice 2x4 CT 16" oc - - - - Insulation �� ---- °@ with the fastener schedule and uplift Double top Plate and Single Sole Plate. Z R-30c Strapping detail sheet(s). 1/2" exterior Grade - Span Rated 0 TOP OF PLATE Zv ti~ r, Insulation .40 ( Continuous Structural plywood Sheathing. titi�‘ f ' 1 . 12 tyvec House Wrap 12 Fastened per eor equal. ner edule drawing. �— KNEE WALL e4 I�► BATHROOM I R-30c • �..f�i i�.. • • �..� �J Vinyl or Wood Siding per clients selection. CD titi1 'I' I �uuuuuuuc c.uuc�uu uuuuuu err. o ��titi III !ii I Insulation -�• uplift Strapping installed in accordance with CI �� o o TJI FLOOR li .� 1 1 - - -TOP OF PLATE WFCM 2001 manual and drawings. Q \ CI o �ti� ATTIC LINEN • .e-s. JOISTS I 1 / / I TYPICAL FLOOR CONSTRUCTION TOP OF SUBFLOOR _ r'_ _ .,1/4..,,, ti I I " \ 1lTlllllllilllll11�1A111X111 � 3/4 Plywood Span Rated Subfloor, TOP OF PLATE _ _ _ ` - - c � o I Glued and Nailed in - -' ` � �I I accordance with the fastener schedule. WrapHeader in �� / t I -' Z 11 \ i Bo i Floor joists and Bridging as per NYS Code. 0 Azek trim bd / 4" Azek ® ® Oi TYPICAL FOUNDATION CONSTRUCTION H Ct 4" Azek and Typ. blocking HALL POWDER KITCHEN «I 8" 3000 psi Air Entrained Poured concrete Q W W orch soffit and sealant ROOM14 I wall on 16" x 8" Poured Concrete Wall Footing. Z Z beadbp '—' `� m iExterior- Damproofing. 2x6 approved < e — _I - _ _ TOP OF SUBFLOOR p 9• Pp 0 J R-38c Batt COVERED o __ i' SR�S���J�S �SZRS 'S 4ll�s�s S2b�S2SiS'I�� �,15���5?SZSi ?I[�S�S�1 �fzS�P uiSiV' � l� \ TOP OF FOUNDATION treated Sill Plate, Sill Seal And Termite Shield. I - - — - - Anchor bolts per Foundation Plan and WFCM 2001 z Z Insulation o0 PORCH R-19 Batt W W >" CRAWL SPACE Uplift Strapping per WFCM 2001 manual TOP OF SUBFLOOR - �� ey _ _ I insulation o;. and drawings. Et —•� z 2 TOP OF FOUNDATION- \ _ _ l'► 44 SSS?S?SiS�S�SiS�S�SZS�S�S�S���S�S�NS iS�S�SZS2 SISZRS�S�S�S?SZS�S�SiS�S�S��S� ?S1 H w... ,R= :a � x.�..P » . . .. - Ci \�� INSULATION SCHEDULE (n d. W U EXISTING R-19 Batt ---- ,_w ..x Location R-value Thickness W • FLR SYSTEM if 0 1 Flat Clg R-30c 8-1/4" 0 J H 2 o in I I SECTION - C Vaulted Clg R-30c 8-1/4" CL ID — Floor(unheated space) R-19 6-1/4" IN Existing I I n = n Footting to Floor( outsideair) 0 0 • R-38c 10-1/4" �-- Q 11. Basement • I I E• 1/4" 1 '4Y be 36" below Exterior 2x6 walls5-1/2" cc R-21 � N.1. 2 2 Grade Minimum Exterior 2x4 walls R-13 3-1/2" - - -s„,_ - - E I' o . . '' '' n . P e 1 v '.: 1 - -f. - - - . 1 a -f. a . . a - -m-- IP -1 - - - - All Glazing U = .34 1 . ] Doors-less than 50% glazing U = .40 Solid Steel Door R-5 Door-more than 50% glazing U = .33 cu E AINTERIOR WALL FINISH oSECTION - Provide 1/2" Gypsum Wall Board on ceilings o ca a and walls except basement walls & clgs and unless �., 0 • a, noted. Min 1/2" Moisture Resistant Wall Board on ° �' "'` " °' To c ALE: 1 /4" = 1 '-0" ccuo � an •�, Ceiling and all walls in Bathrooms (humid areas) 0 o•7' c ,c a-z, 2 Z o - a) Y and 5/8" cement board on walls and ceilings in wet areas. -c s - as 0 c-c o Provide Fire Rated gypsum wall wall Board located t ` u' c.0 a, as per code, manufacturers requirements and drawings. .c ° 0, 4 'Z o c.� � 0 c = rn a > FLOOR TO FLOOR HOLDOWNS; ` m ® Simpson HDU5 Hold-downs with co -- E n c a � = � ccoca 5/8" anchors. I-- ;" a� o co oo 0- Provide at all building corners . TYP.HUDS Provide at all openings reater than EXTEND EXISTING FFLOOR LOOR TO Continuous Ridge Ventg FRAME CHIMNEY 6'-0". See Drawing-2 for detail. HOLDowNs Ridge board 2x4 CT @ 16" oc - r„ I GLASS L GLASS TEMP ; 12 __\ N.7i., 3046 2 �O 1 AN281 2842 3046 10 7 In -�r�'tr- r� tit ,t 2-2x10 2-2x10 p % 2-2x10 2-2x10 6 1 / U f1 1 1 1 1 1 1 �, ° U 1 1 1 1 C 1 ,,� r I i o _° _ 12'-0" ' I 2- Rows of Bridging % % 1 de_____ f N� Unfinished Attic l i _ BEDROOM #2 @� fan % •---1 HALF WALL o i I ,� Storage Only �� I % o @ r o 1 4)�'�' R-30c Batt insul ; N o a, o ztt o 0 % I �, 1/2" plywood sheathing r N ;� I Open to _ U :zr,° ,:r o c _ N FAM. ROOM �.. @ ; I w thru-out attic floor 11f I / 12-10 re .- �0 5-0 I Sal below / o H / l TOP OF PLATE lcn v- I U '11. 31/Z" o / 51" r N Q.. / I N Z i Z i I Os Guardrail .� c� I W o L E 2'-4" ' �_ x co U ,:r 0 2x10 Rafters •� 16"oc Q W I r • DOWN N CD Xce I �- 2x10 Rafters (' 16 oc z - -' - 4'-0" - 2x12 Ridge - - - - - - - - - - - - - N / I N ¢ Lu v i \ \ ,� ,It JA' s .—��., oo _ - - - - - - - - - - - - - - - -�- -� pis © � .J _ ' N HALL 5�� % +l ao / _ 7'-0" / ��G _ �t T ��� i '9'''' ' i\ 2 1a �� i / Z o \ /7Trrx 2'-4" iiN•i .�� , y— —� 4y�/.zz/zzz. 2'-C)'r � 2tC1� \� 4 2 CAR GARAGE 4I-CI" 0, x ; 2/-2i x i3) , ,� "a , ,1 0 2-2x10 cLos J f �� �, TOP OF SUBFLOOR 8_1 ATTIC V\ ��������J i�ri��� I �, / I / FLOOR TTYP. DO —1,--1--1. - TOP I ;�— -\ OF FOUNDATION Plate Height Low Plate I / I I � / I FLOOR -\- - - �' �--.. .-.. I i I I i I HOLDOWNS M paw a. I> e s „ a o a. P a e, a a, a < a. °ae „;.,, „•,.,:,, -,.,,,„:.. l / , I I / , / I V1 (Ni 0' o a) I % I4,_0„ i I 6'-1" I i ,_ 11 i 8'-1" W c� o° x o ' f� 4 0 f Plate Height a'' CA °°� <� Bottom of �� N 1, a °��� ; 2-�x6 i i I ' 2-21(6 % I H 2x8 Rafters c(i) 16 oc X ` '_ 1 _' _ 1 _ ? O., C Footing to FRAME OVER GABLE N w : be 36" below �, 3046 3046 Grade Minimum g F.-.I F M aka SECTION - B w �� SCALE: 1/4" 1 '-o" Frame Dormer with; _ Q g=4 . 2x6 Roof Rafters @ 16"o.c. �,,,-,-;7y,-;_:.1.n3,„ g '' o 2 2x6 Ceiling Joists @ 16" o.c. m. O PROPOSED 2ND FLOOR PLAN R-21 batt Insulation, �� O Smoke Detector - 2x8 Ridge beam and collar ties 1 f _ ;.', ,a �' �'� , .,. � co Carbon Monoxide Detector SCALE: 1/4" = 1' 0" Typical Exterior Wall Height is : 7-'7" w Refer to DWG-1 General Notes (, -, AREA SCHEDULE i4-? 4 NAME AREA °.%;::. , A y 2nd Floor Area 642 sq ft. � - Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes [al, through the roof (R1001.6) CO L z Ridge Vent 0 Gutters & Leaders 0 TOP OF PLATE as Req'd Typical TOP OF PLATE o - - -�- - — - -N - - 0 12 01.113 ■EM _ Z 107 nil Q I 0.1E0 la 14,_ III EMI IIII CO O 1111111\P - — - 40 CEILING LINE_ - — - — - — 1— /1/ TOP OF SUBFLOOR W - - - TOP OF SUBFLOOR /� Z TOP OF PLATE I NI - ' -� ' - 0 H - -� " - 1 - - - TOPOFPLATE \ _ 2 - 2x6 2 - 2x6 z J z . '11111 0 • EII , Co BW o ♦ CD zo N II , ,, 1 I J —,gar.' � •' TOP OF SUBFLOOR ' --- - -- - - '�'c' _\. .o .,:=, I r I I- - - TOP OF SUBFLOOR O O TOP OF FOUNDATION _ — - ■ 1 � dr' 2 2 '�: - EXISTING BILCO DOOR I I I I I s.NryinyMSY.F!.'w+'.+.,Kp.+' Vk. •. f. wnw.urm.tia.1:+'WWas.,musnr-iriexp4N4'W.nYI!51R ,..f 'n?14.'yrpNAn4iw... z.r. 4" reinforced 0) II 1 1 1 1 I I 1 1 PC Pad on grade I I I I I o II I I I I I I I I (maximum one Riser) o U) 6 C II I I I I I I I I I I I I I S vo apLa) -— - — LI (1L -L _ I- J-- _ .:L _I. I- J- I� ^ I I J I 1� — _ — _ — L +J O .o c ...; OC To c C G)O ; 4)O ,U) . U) a" L Z O .- a) -e U ` •u) C O D) o O to O O ,_ REAR ELEVATION L 4- �0 . c CI` Ca) t .rcU)— I- Q G o co o a- Wahl I I Ridge Vent • N 12 12 12 127 ., ' l'l� 71\ TOP OF PLATE @ DORMER \ 4Niiih24"DECORATIVE 12 _ GABLE VENT 10 II III 12 ■ ry7 ■•■ III 107 ..._ _FA. r• • 4-3C MOM 111 `- CI 1,-0„ z Blind Flashing } Q cNI TOP OF SUBFLOOR Gutters & Leaders o �, - - -�- - - _ - Typical ix W TOP OF PLATE / • as Req'dl Typical - _ di W — ud n , _ u _ _ _ Q U cop i60 t( 1'0'U _ _ ,. STEEL INSULATED RAISED PANELPoi o c __ ` '•` ' N. 'N. '` '` i` GARAGE DOOR DESIGN \ o Q AS SELECTED BY OWNER Cag ` -- `_ -- _'- l ,' ,l .IN , \ ,l ,. ,l , 0.10 s" TOP OF SUBFLOOR ^ ^ ^ , , r 1 ` N `` . ,. 1 . , l ,l ,l ,l ,• , r/� TOP OF FOUNDATION V1 1 I I I II--1 \ Z I I I I I U l !y, I I I 1 1 2 Q� 4.1 �W.1/ t�-1 C� O I I ,1 In rl 1, r1- .11 r1� -I, I� r'1 QU'� .4' I I 1 1 I 1 1 1 1 1 I �i kn I L J L J 1� 411) dtfi 00 1 r - -�--�- - ^ W C 1 ) — - \ - — I — — J ® o •``c/ rn ` C . LJ 11, yam `! 0 iflAJ''>T ter FRONT ELEVATION ;rf,`,�, -,:r,-,OA " �`61 SCALE: 1 /4" _ 1 '-O" 1/4 rI C. 176"), spa, 09!gy1O 0N- z 0 F- a 0 Q a N —1 Z Q Z 0 ~ w EX > z w z f_Ci z wwz = U) w D IX 002 o_ cVd' 2 2 a) E C Z\ c ac' N t N U O ca :)1 U U C C U ° 2 fl. = p N o aN .. ' -. N a•jo to () 'p C C 0 0. �. Q' p U C "'C-' p a . .g- .0 4-- a)v O O C a •eg N Co .C a .5. �L. C N N N •- -0 C .pC ea V C E o 0 73 - (ts I- ii2a- ocaoa' ROOF PLAN SCALE: 1/4" = 1'-0" 11111111 Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, "°� but shall not be less than 3 feet above the t , I 1 Ridge Vent //* highest point where the chimney passes 10'-0" through the roof (R1001.6) N Ridge Vent Ridge Vent ` I I cricket II — I I TOP OF PLATE @ DORMER I I / I I#:::/ I _ Ridge Vent 1 1 N lliI- I Ridge Vent c i• z II �•I ti j J Gutters & Leaders as Req'd Typical TOP OF PLATE -Gutters & Leaders TOP OF SUBFLOOR — - - — as Req'd Typical Gutters & Leaders _ _ 7 as Req'd Typical TOP OF PLATE CA CA TOP OF SUBFLOOR - ^ CLI `--i H .-� (/r//;;:r-.. :C.1 I ii(4 a I: Co Bo IN— - - — - - I - — - TOP OF SUBFLOOR 'it TOP OF PLATE � � ` I E 7 1 ( � 1 _ F FOUNDATION "� i� TOP- —O W I—, 11_11 lYs1' tet. H kr) r:4 c9 -cs �. — — Mtoo ll � F.+-1 1 rA I I I I I I 'L) _ C L ] U -1 L J [ — — — — — I ® M REFER TO DWG G-2 FOR L — — I �':4 `o STRAPPING DETAILS -[ — J I I ./S.',-; !, :' iIA 0 /0) ,:y •-•;;T'l, a . RIGHT ELEVATION `'' LEFT ELEVATION .,_ -\7 b, �4 SCALE: 1 /4" = 1 '-0" :c.,:;:ic,-.:-.,-.,,, SCALE: 1 /4" = 1 '-0" ' � � ���-�f 411111111111111111111111101111016 Z <( W Et #.71 Z W Q F— __i 41'-9" 0 W / / p _ z I— w D rt J J \ VP ,, ,i I► \ h \ \ mQ1.-- . ct©1 O :7N- EAT IN Q 2b�,, KITCHEN - 0 12'-1Y2' //1'-10", '-0J ), 21'-2" r; / -v BEDROOM #2 \ 9 1 E c O c 0 c `t irk r- b r 2' ' ..I_ `4-'m 1 I I #I r ..,_ N :«_• C c co N ..... .1'-6".ji_ co 00 _ N 2 ` Q = .5 O C U O N O O c N ,- u) V '� c c cr.d O \ I- 1 6 - s- c2 rn3 r. LIVING cc ~ ROOM ,4 `. o (I) .2 Z o o Hill BEDROOM #13'-0" 4'-0' // 21'-2" / 00 / - _ `9 3'41" -11 \ {l-_ —\ rn I \ o / 12'-1 ' 3'-0" / CO '/z 11 \ - \ \ 16'-0" Jr 25'-9" M o 0w N O 41'-9"' z / / m 0 ¢ g w w ASS - BUILT w w U 1ST FLOOR PLAN o fY co SCALE: 114" = 1'-0" c„)4 U E cip ,4 N P-I r-+ r�lcA v F4 )-••-i ,› M � aM W tipaoU o dca,sD ARCM g 2 fie„ ti�� , fit r 0 ct! ,'"), +` cis , O