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Home My WebLink About40195-Z g0FOt4-coG Town of Southold 8/4/2017 y� P.O.Box 1179 0 d' 53095 Main Rd ��.!►�� ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39109 Date: 8/4/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1125 Second St,New Suffolk SCTM#: 473889 See/Block/Lot: 117.-7-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2015 pursuant to which Building Permit No. 40195 dated 10/21/2015 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: ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR COVERED PORCHES, AS APPLIED FOR The certificate is issued to Lyons,Matthew&Holly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0070 07-31-2017 ELECTRICAL CERTIFICATE NO. 40195 09-07-2016 PLUMBERS CERTIFICATION DATED 09-03-2017 Ri rd Gatto Signature �o�SUFFoc,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT. (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40195 Date: 10/21/2015 Permission is hereby granted to: Lyons, Matthew 38 Fernwood Ter Stewart Manor, NY 11530 To: demolish an existing dwelling and construct a new single family dwelling with a front yard per average setback as applied for per SCHD, At premises located at: 1125 Second St, New Suffolk SCTM # 473889 . Sec/Block/Lot# 117.-7-19 Pursuant to application dated 10/5%2015 and approved by the Building Inspector. To expire on 4/21/2017. Fees: DEMOLITION $251.20 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,396.80 -NEW DWELLING $50.00 a . $1,698.00 Building Ins ctor 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 i Date. I L 4 -3]z 161,7 New Construction: / Old or Pre-existing Building: J Buildiinn�g:� (check one) Location of Property: �[ 6�C® J! r Plow. `l House No..� Street Hamlet Owner or Owners of Pro ertY� �'"►`'� ��/"��Y�1 l �` p Suffolk County Tax Map No 1000, Section / Block 7 Lot � Subdivision Filed Map. Lot: Permit No. v l % Date of Permit. !)/) CJS l.7 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplic Signature pF SOU�y®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 G �Q roger.riche rtic7i.town.southold.ny.us Southold,NY 11971-0959 ®lyc®UN11,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Lyons Address: 1125 Second Street City: New Suffolk St: New York Zip: 11956 Building Permit* 40195 Section: 117 Block: 7 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 36 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 10 Smoke Detectors 7 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt20A Emergency Fixtures Time Clocks Disconnect 200A Switches 42 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3- Exhaust Fans, 6- Paddle Fans, 4- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: September 7, 2016 OOElectncal 81 Compliance Form.xls *.r3 so�,�,� Town Hall Annex Telephone(631)765-1802 54375 Maim Road Pax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD RTIFICATIf ON Date: Aaqaqt-j, ),,ol7 Building Permit No. —� ��` .� Owner: rl q-f t I jeu"' 1� �11 I> o(% (Please print) Plumber: [ PtyJ( (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers ignature) Sworn to before me this day of , J)-� , 20\�)_ Notary Public, County VITO M STEA „ Notary Public-State of New York N0.01 ST6236460 Qualified in Suffolk County My Commission Expires Feb 28,2019 1 cOUMY,Nc� TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 4N SPECT11ON - I FOUNDATION 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: Jv :2� LA_-taPn A -Ir-P ivogol 6` DATE INSPECTOR i pf SOUryOI cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION: [ 'FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR J 4 OF SO(/ryo cOUMV,N TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 'NSPECTION., = [ IF NDATION.-1 ST [ ] ROUGH PLUMBING [ 114 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT , N [ ] CAUWKWG REMARKS: DATE INSPECTOR 0 eOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 7!rG REMARKS: �lj DATE INSPECTOR 1 ! I <00, fif sours N Oe- couNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECT' ON [ ] FOUNDATION IST , [ ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION' [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [1�CAULKING RE ARKS: DATE � INSPECTOR ' �o �o c0UN1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT _'N [ ] FOUND TION 1ST [ ' OUCH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ise- DATE / INSPECTOR - i Of SOUTy�Io UOUNiY,N TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 I=NSPECT N- - - [ ] FOUNDATION IST [ ] OUGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ' ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 2:Z IL- INSPECTOR DATE 13 OF SOqf2l umv, UIyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: e5zecT DATE / INSPECTORS' Of SOUTyolo �y00UNi TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] 1 ULATION ( ] FRAMING / STRAPPING [ _ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 01 3 0 V 94) �4m4 Mid, f 4k., 14, DATE INSPECTOR 1 f SOUly� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (efjw, ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � o In Awcol, r 'aftle r DATE INSPECTOR�lgk FAMAIR A imp, :Z MA • / MAMMA • L-- - MM, sf "311 29PATMA on-Cr iNsTiL.ATION PBA N.Y. STATE ENERGY CODF, TWA FrOWIM iiIng- kill" g- C r - • i - i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;before applying? TOWN HALL z '> .d ealt BoaroHh SOUTHOLD, NY 11971 - - - -- — . -- 4•sets,ofBuildingPlans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 - �ICSurvey' SoutholdTown.NorthFork.net PERMIT NO.. ( Check Septic'Form' N.Y.S.D.E.C'. '- Trustees C.O.Application Flood'Permit Examined " 26 ' Single&:Separate - Storm-Water"Assessment Form / Contact: Mail tb:APProved 20 �:t-tU l tt�VKll ,1n Disapproved a/c i ?0 r 5—n -,A DC�� 7r Phone: Expiration ,20_L�i - --- -- , -=z' buildin spe _ - `t , APP C� TION-FOR'BUILDIN.G'PERMI7C' OCT 2015 Date 20 INSTRUCTIONS — - `LDG DEP( ,;i. :., , , .f, . j a. Thi application MU ST)b6,bdmplet6y led in by`fy",Vewr`iferfor m,mk�arid.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;:relati'onship to,adjoining premises or public,streets or areas, and waterways. I c, The work covered,by this application may4not.be commer}ced;l�efore issuance of,Building Permit. d. Upon approval of this application,the Buirding Inspebtor`wilI issue a ButldingrPermit to the applicant.Such a permit shall be kept on the premises.availablq for inspection,throughout the work. i 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 autli6riz4 has riot commenced within 12 months after the date of issuance or has not been completed within 181 months from such':date 'If nc zoning amendments or other regulations affecting the property have been enacted in the irit'erim,the Building Inspecto'r�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,,B,uildiiig;�epartmenlLfOr the issuance of a Building Permit pursuant to the t. Building Zone Ordinance of the Town of Rquthoia,,.$uffo�CQurity,'New f 'or` k;-and-other,dpplicable Laws,,Ordinances,or Regulations, for the construction of buildings, additions, or alterations or°f r removal on-demolition ash in described. The applicant agrees to comply with all applicable laws, ordinances,buildirtg',cpde;`;housing cod`e;;and,reg`" ati ns; and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) tOq lief k7 Mailiri address`of a licant State whether applicant is owner, lessee, agent, archite , engineer, general contractor, electrician, plu C ber or builder Name of owner of premises '(As"on the tax roll.or•latest•debd)i" l If applicant is a corporation, signature of duly authorized officer j (Name and title of corporate officer) Builders License No. Plumbers'L'icense No, '' 1 Electricians License'No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 2 )lock ;^+ir,., ' Lot q 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 S,"`,Ig�� b. -Iuse and occupancy f51tj1. 3. Nature of work (check which applicable):New Building t1 Addition Alteration Repair Removal, : Demolition v' Other Work (Description) 4. Estimated Cost ,:� To 00P Fee " (To be paid on filing this application) „ 5, If dwelling, number of dwelling units Number of dwelling units on each floor If garage; numb&*bf cars' e5 6. If business, comml or mixed,occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 197- 4--- Rear Ji3• �' Depth ;47 Height / "'Number of Stories Dimensio of same structure with alterations or additions: Front 'Rear - Depth Height ;�;,:;�,,: r• ;,, Number of Stories 8. Dimensions of entire new constructions.Froont>,.,.31.°l �,. ;f,. 4 ° -' 7� Depth 7, q- #Rear`: 1;. Height Number of Stories 'Z- I -„ 9. Size of lot: Front 4t 0,e 5'V Rear ' ,k(R�. ,,ti.; Depth d D 10. Date of Purchase Name,pf Form'ex..Owner ; '. 11. Zone or use district in.which premises;areaituated' 12. Does proposed constfuction',vti,olate ahyzoning Iaw; ordinanee'or'regulation?,,YES,. r NO k, 13. Will lot be re-graded? YES NOWiII excess'fill'liepremoved fromt remises? YES NO 14• Names of Owner ofpremisesM 1APa ;�7,. (.: .Address :,,. Phone'No.,ZIZ- 2IdI. Name of Architect6.TAyM4 -17- ` - a. !: fdciress`.�13 , 7 Pliorie;No X2-1 �j _ Name of Contractor :il;t A`ddre�s= a� J,r+.' Phone No.' 15 a. Is this property,within 100:feet'o f a,°tidal wetland;ora&f eshwAit r-`vdtland?,'/YES,,' -'!NO' ,, * IF YES, SOUTHOLD.TOWN,fiRijSTEES &�D:E:R?: ERMT 'NIA;Y`;BE;REQUIRED. ' r b. ]s this property'within!300;feet--ofa•:tidal'wetldn d°?,*!YES`:t;;E. ' , N,0•. * IF YES; D.E.C. PER -iTI S:I�AY"BE�REQUIR;ED:`t;'i '' ;.f771, 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point 6h pfopefty,is-at'10 feet or below, must provide topographical data on survey. 18. Are there any eovenants,andxestrictions with-respect to this property? * YES NO-_ IF YES, PROVIDE'A COPY. STATE OF NEW YORK.- SS: ORKSS: COUNTY OF G / � being,dulyi swrorn, 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 andf le 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. Swoto before me this `J �day of -611 20_ _S� 3 Notary Public Cry P.B oNCH y� Signature o Applicant hiotafY PUbiic,�te No,QiBU6185050,: oumi fied in&dMk CountY Commission Expires April 14,2L-k 6 Scott A. Mussell �� SuFrQ'�� STO]KIM[WA\'7C']EIK SUPERVISORIWA\NA\G 1E1\M[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT p 6 7,015 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ffA. Clearing, grubbing, grading or stripping of land which affects more 01 than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ff C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑1dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on--FIRM--M-ap- of any-watercourse.- -- - - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Profess,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: District ll� 1 1� NAME `j 71A0 Wt k L Z te,m Section Block Lot - ^`'S°,"` FOR BUILDING DEP ARTNI3EN'T LSI; Contact Information � !�� —` \ 3 Reviewed By: — — — — — — — — — — — — — — Date ID- 16-15 Prope2-ty Address / Location of Construction Work- — — — — — — — — — — — — — — — — — lyprnilwater ed for procesamg Bwldtng Permit. Management Control Plan Not Required Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 APPLICANT S C.T,M.#: 1000 CHAPTER 236 (Property Owner,Desi n ProFessjoDal,Agent,Contractor,Other) at}Su f( Stormwater Management Control Plan CHECK LIST NAME G 1MA Section Bock Lot o S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Date: ° a * The applicant must provide a Complete Explanation and/or Reason for not providing e a r -77- !D Z (� °1y`�'' all Information that has been Required by the following Checklists r p 1 A Site Plan drawn to scale Not Less that 60' to the Inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. �0 c. Existing - Natural & Man Made Features within 500 L.F. ptincloN a SEINMENT CONTROLS, of the Site Boundary as required by §236-17(c)(2). 1 I1hpilinrludebutrilof be limited t®: d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. FZ711=1= maintained construction Entrance, -- e. Limits of Clearing & Area of Proposed Land Disturbance. tabilization& ('n ^' f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) �0 inactive soils. g Location of all existing & proposed structures, roads, ee -) driveways, sidewalks, drainage improvements & utilities. 00 b 01 h. Spot Grades & Finish Floor Elevations for all existing & 015 proposed structures. 1. Location of proposed Swimming Pool and discharge rung. VJp po j. Location of proposed Soil Stockpile Area(s). �0 `''---- r - k. Location of proposed Construction Entrance/Staging Area(s). O0 I. Location of proposed Concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing DRAINAGE that the Stormwater improvements are sized to capture,store,and infiltrate Contact TQ;Engineering at 7-65 1560 befoi e on-site the run-off from all impervious surfaces generated by a two— inch 0 — rainfall/storm event that the d—F-Wilage has been installed to 3 Details&Sectional Drawings for Stormwater practices are required for approval Code. Items requiring details shall include but not be limited to: a. Erosion & SedliTient Controls. O0 b Construction Entrance & Site Access. 00 c. inlet Drainage Structures (eg catch basins,trench drains,etc.) 0 d. Leach ing Structures (e g. infiltration basins,swales,etc.) - ._ - 1 ()It I,NGINEI : iINcz Di'P,,,,RT 1F'i" 1lSE ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Date Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 5437all Annex 5 Maio Road Telephone(631)755-1802 t cri (21)76W-50 ' P.O.Box 1179 ®• , O ro er richertCa��'o`wn soo�d nV aS Southold,NY 11971-0959 c®m, ' a BF H,DINO E!'AM N3M,,TT TOWN Oft;'� ".-I'!"HOI. APPLICATION FOR �rRt , , ! .D _ , AL INSPECTION REQUESTED BY: ` Date: 'C' Company Name: �l i Name: � L La License No.: _:!5-7p Address: "0. a - © o�� . ll 3 7/ Picone No.: JOBSITE INFORMATION: (*Indicates requi ed A,ifec nafian) I *Name: T^Ate�;r L�orJS *Address: 'Cross Street: 'Phone No.: a( 3 -7 y,410 1 Permit No.: 0 _ Tax-Map District 1000 Section: I-j _ _ - � Block:- Lot *BRIEF DESCRIPTION OF WORT{(Please Prini 0enFh {Please Circle All That Apply) Is job ready for inspection: YES Rough In *Do-you need a Temp Certificate: g Final Temp Information.(if needed) P ._ 'Service Size: 1 Phase 3Phase 100 150 300 350 400 Other . 'New Service: Re-connect Underground Number cf£eters/Change of Service Overhead Additional In€ortnatio7 PAYMEK1 :SUE WITH APPLICATION I - V - �1i 824Request.or lnspecfiion Form b 0 Town Hall Annex �Qd _iw G Telephone(631-1802 54375 Main RoadFax(631)734-9502 cn - P.O.Box 1179 cn Southold, NY 11971-0959 BUILDING QEPARTMENT " NOTICE OF UTILIZATION.OF: TRUSS,(YRE"C-ONS-TRUCTLON PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TI117iBER CONSTRUCTION- - .. -. Date: Owner.��ner.k n./V - � / .:7- '�_ ,q' ` uhf' ..:.'../1•. • •• F 4{++t ¢ Location of Property: - Pleasetake notice that the (check appfcable'line): ,a .- ' - New residential;structure Addition to existing-"residential structure Rehabilitation td an�existing.residential structure + to be constructed or performed at fhe'st�bjct prb'Sertjr:Kef�r'eri'ee above will utilize ' (checkap licable line): { Truss type constaidb61a-(TV) Pre-engineered wood-pocusfri a-dni( -, •'i Timber construction (TC), in the following locations) (check applicable line): "V Floor framing, inclUdirigbearos(F). Roof framing(R)' - Floor and roof framing (FR) Signature: Name (person: surJ^:;tting #h:s form): G�5 M Capacity (check applicable line): Owner Owner representative TrussResRegl5 docx Effective 1/1/2015 TOWN OF SOUTHOLD P90PERTY RlkCORD, CARD 7 OWNER STREET VILLAGE DISTRICT SUB. LOT Ae P./je1jvdg I,)e,re 7amv� Mo MER OWNE� N E ACREAGE 4 d/ cBll r aS— I S TYPE OF BUILDING A RES /o SEAS. VL. FARM comm. y I IND. I C9. I misc. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 L 12770,0 1?,36Y- F5� .130 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland J Brushland House Plot Total Ji tI 7.ttd t .a �'°r ;; .._ w�w:�•' ' ;:� ,' �' I � I Pr I ��j �,,`-^"saw=..e:�;�^.ti wji{�_• s- �.}^ �" mff'-••ayt.'7^��a'ae+^D"�"".�' �e��th�s��,�.�a�f�� I j iwjs ai�e:.�:r�r }..:`tk�`�nM?8'??: .`�:-,£%p'yi, �`:•�r•�-+wsA1.`-`.'+:.•yfw.•�#(�-a-•�j�l.. I I .Aw -,ate •='.'J,"�t'� N+' '"• �r ,fir 7',_;'�,n,'+wc:.ya 'jy'S:•:rW.��'•' NA. Bldg, i --Zfl' ir' � •' '� — I a'._� �} � � �, Foundation Bath — A �+ F Extension Basement � _, � Floors " Extension Ext. Walls uJ r Interior Finish f Extension Fire Place Jt/ f feat --4--- v Por ---- Porch Roof Type Porch Rooms l st Floor Breezeway f4 , �•s Patio Rooms 2nd Floor Garage g � r I .e•- (" �':�� .�'� Dri rway Dormer O. B. t` ' i <+ �- " - �3✓.;,�'.p.�..^�« gam"'>;,�: �j J/ ' �0' —•• t J �� ' ifs I"y.y• 1Ai:` AL �. AF3CH ITiEGT E a F,�wR,Y 'AT'. A REVISIONS D E S C R I P T ION 1.00Q= DRAINAGE SYSTEM CALCULATIONS-- ROOF ALCULATIONS:ROOF AREA: 1021.25 sq. ft. 1021.25 sq. ft. X 0.17 = 173.6 cu. ft. i 173.6 cu. ft. / 42.2 = 4.11 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' Ella. X 4' high STORM DRAIN POOLS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN–OFF ARE SHOWN THUS: — — PROPOSED 8' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) CAST IROR"m fWME&WAR(FlDICKIM 163618 TYPE MO) FIN79�D ORtDE OR 8'TCt RRA Cow—COVET( 6'TPMM BEAFMC 3AB rras.) PIPE FROM ROOF OU1703 1 1/2'STOME ALL MBpy� 4 IEACI£ti6 RYNI34 3-0' R401)0 FS 0 P M�. 3-0' I mM. 4' TM I i I GAURO WATER r 8 t i TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. REA CHOSEN FOR STOCKPILING OPERATIONS REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. G TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. S SLOPE OR LESS STABILIZE ENTIRE PILE y IV •� 1 WITH VEGETATION OR COVER ILI IV IV Jr 41 t 21.8' IV ILI IV IV 41 41I I LSA 1P IV IV y II i STRAW BALES OR SILT FENCE C-4 I II STEEL OR WOOD SOIL STOCKPILE EXTRA STRENGTH FIIT ER FABRIC POST (TYP.) REO'D. WITHOUT WIRE MESH SUPPORT �� }I I� 10' MAX. O.C. SPACING Z I I\ W/ WIRE SUPPORT FENCE 6' MAX. O.C. SPACING W/O WIRE SUPPORT FENCE E 6 �, ',..,• :�-` FLOII V2.8. L 89 r� ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST I N% s/L-T FENCE DETAILS I NX'To SCALE rc x G NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO IL` MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW bhARD/Gl OFF—SITE TRANSPORT. EL. 23.0' PLAN VIEW 36" HIGH POLE (MAX.) STEEL OR WOOD POST FLOW ROAD JqdRNC8114E of 4 ER�END OR f6KS l 1 APPROVED RCA 2 CA ATO��ORA Z CROSS SECTION r 4" x a" TRENCH W/ COMPACTED TE1r'PORARY CONSTRUCTION ENTRANCE BACKFILL (NOT TO SCALE) TRENCH DETA/L• HAY BALES 2"x2" STAKES (TWO EACH BALE) FLOW S COMPACTED GRADE BACKFILL DRAINAGE S(\ a INLET BALES TO BE SET IN 4" TRENCH ELEVATION HAYBALE BARRIER INLETS f SURVEY OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK i 0 20 ' NOW OR FORMERLY MICHELLE CARROLL p SCTM# 1000 -117 -7 - 19 TIMOTHY MCDANIEL d AREA=5,115 Sq.ft. N 89021'20" E 110.00' @� 0.12 Acres. ■ =concrete monument set m a � Z ~ �y i-t C JJ @ =iron pipe found m�'m z O IOV _ X0 O° 36.0' 424' O O CONCRETE �! FOUNDATION W a _ WO z* 424' 12- > 31.4' Q1 ambo O y Z in 71 m e z i{ S 89021'20" W 110.00' NOW OR FORMERLY DAVID C.THOMPSON C O SOF N KING STREET �r oftmuwmnwg°xlEwwnoN°RA®nwromssuavEr �j�o LSA noun°NasEcroXTa.soFrmwy°pcsuTEuw V COH30FTMSSXINE VAP XOT6FM°q T1¢1A105URVEYOfi P%E.T SEN.Olt El®019m SEAL 5 Wll NOf fiE COHSIOERE°M XE 6wAIR1[OPY tRNRAME660RCERRFlGTpNS IIIDNwT®HEREON L RUN ONLYroTNEPER50N FO1tNN0411tE8tWYEYl9 PREPARm --41VD S� ' AVO CV Hi6 OBEH.4FTOlNEIRLECEF-K GOVE0.WEMALArENLY ANOlODLI6IFD HFJ�OKAIIDroTMEA590NEm MTCI'JAINOMsiRNONIRWWAFF OROERRFIGTIONSME NOT tNNSEwffiETOAWIRONILLPl4RiVfpH40R51105EOUENf OYIN.TJ UNOEROltO1LtO UfM1E.AN0igELOGTXMI6ARENOf OWt\'fEm.FA6EMENF6ANOIOR6O66URFACE6TRU:TME9 r,EaaemoalwRewR°c°,v¢HmwAawrFenur¢ess Plrcswir GALLACHER EVl°tNT IXI TXEPRFlIL5E6AT T1ElWE OFTHE 6VRVEY THE OFFSET OMENSYSl6VOWN HEREON fROY TNE6FROONRFSTOTIE FROPEiRr ND SURVEYOR VNFYAREFORAfiPEO°1C FJ..:OSEANOIRE 1HEREFOitE ARE XOi 59 FLORENCE DRIVE UPDATE: DECEMBER 21 2015 foundation location. rorrnmlron ram°viGTXmwXA°EAST°Tere LnsrErr�aR ) MANORVILLE N.Y.11949 FROP'RY TNELOGTpf16OFE SEIFMSORRIONi60FWAY OF � RECpmARE5110wNHERmNIX3YIFCOPE50F1MFO.LSfWILOHFS SURVEYED: OCTOBER 25,2011 (631)-874-0400 Ai[=PAO AOm TO TIt<SORVFT1T00. r SURVEY OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 20 ' NOW OR FORMERLY MICHELLE CARROLL SCTM # 1000 - 117 -7 - 19 a AREA = 5,115 Sq.ft. TIMOTHY MCDANIEL 0.12 Acres. Z N 89°21'20" E 110.00' Z raw 0 ■ = concrete monument set A CCT t t WL—WL—WL—WL—WL v, x p O hedge row F+ area well water line O 1's = Iron pipe found D x y 3 O° (at grade) 3 (sleeved) 3 ° area well X 0 o Ez N O at grade) chimney I N i 1 i l3 roof over O � 36.0' 42 5' s0' open porch 3 � O (2nd sty balcony I O 8'0 x 4'deep wood above) NOTES: picket drywell steps 2-1/2 story s'ID x1z'deep frame house leaching pool ZONING DISTRICT: R —fence septic system 0 5 / Oe (abandoned) (v( * FEMA FLOOD ZONE: X. °d �1'a e'ID x 4'deep O water = CIO z0 i drywell 425' 26.2' meter TIS * ELEVATIONS ARE IN AN o Z 0 M o area well area well A V 1 D D O o 1,000 gallons ASSUMED DATUM. m I d wood (at grade) O (at grade) I. V �J n v steps septic tank 01 5 z i t 8'0 x 10'deep stone drivewaycast iron G n * SEPTIC SYSTEM IS AS PER a �, O x drywell cover O INSTALLER. Z I o hedge row on x �_ 2 s property line *WATER LINE&DRYWELLS ARE I 35's � de eanderingchainlinkkfence AS PER BUILDER. hedge S 89021'20" W 110.00' pp�� p� 06'w 0 Ny'z� Guc�B' LOT COVERAGE: NOW OR FORMERLY c CO�� O�N GAL�Q,s��'® DAVID C THOMPSON *HOUSE,PORCH= 1,021.25 SQ.FT. P , ** (1,021.25 SQ.FT.)/(5,115 SQ.FT) x 100%=20% KING STREET a �® FSANTHGRONOR,ERAnGNORAG�RGxTGroGsuR� SEPTIC TANK LEACH POOL �� viS.1-of sECxax)A9 ofEARIN. srATEuw OPIEs OF1 R SURVEYYAP NOTESUNO THE ONSDEREOYORS nI�GSCO YGMBossa,s ORCELLNOTBECGN9GERE HE EE A 22 FT 20 IT VALID Coat GVARANIEEs aRCERMGnONSPIDICATEOF—NI SHALLRUN o2 TOTHEFEfisoN FOR WNOMTNESUMEY IS FREPAREO AND ON HIS BEHALF TOMETFRE COnPANY,GOVERNMEMALAGFNCY ANOLENDING—SIHNWMSTEONEREOII ORCER DONEEG TRANSFTHELEN.wG LETOI L`°ARAN EEs ONSORSUBSE DENT B 34 FT 26 FT JOHN GALLACHER OTTRSUNDRG TO ACpnOESANDRVOOns DONSSEOVENT _ERS UNOE—NIENIDUR{niESANOPOLELOCAnCNSARE NOT ANTEEO UNSEL RD AD ARE SUB SURFACE S'RNCNRES RECORDED ORUNRENISES ARENOT GVARANI®WO.ESSOH ETlLY LAND SURVEYOR OWESON THEPREMISESRIHETIMEOFTHESURNEY THEOO DIME RE sHoNN IffRECN FRD•ATHESTRUCNNESTOTHEPROPfATY INTES ED OGUIDETHEERURPOSEANESCETHEREFOREARENOT 59 FLORENCE DRIVE PDOLS OTO GNOANTIHG TIXIKFENCES,8IT NCWALL; POOLGPCTIO POCERTJIRC0ONGGITIONSTGEV¢laNGEAFmGTHEN FINAL SURVEY: JUNE 7 2017 RONSTRST C NOCFATIENTEORFSGHT GTOIHEE%ISTENCE IXt ON EIOSTENCE OF EAsfATEMs OR WGHFSOF WAYAFFECRUG nay F MANORVILLE N.Y.11949 PROPERTY IHE LOCA TW50FEASEMENT50RRTHE WAY OF SURVEYED: OCTOBER 25 2011 (631)-874-0400 ARE SHOWN HFAEON OxLYff COPIES OF 1HEwslRUMEMs ARE PRovIOEOTo THE SURVEYIXL , SURVEY OF PROPERTY SITUATE V � NEW SUFFOLK D TO V D WN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK JUL 3 1 2017 0 20' BUILDING DEPT. TOWN OF SOUTHOLD SCTM # 1000 - 117 -7 - 19 AREA = 5,115 Sq.ft. 0.12 Acres. O WELL ■ = concrete monument set HOUSE = Iron pipe found WELL WATER PLOW OR FORMERLY MICHELLE CARROLL HOUSE g PUBLIC WATER T:MOTHY MCDANIEL NOTES: IS3, * S.C.H.D REF#: Rio - 12 - 0070 WELL *ZONING DISTRICT: R-40. 240 * FEMA FLOOD ZONE: X. HouSE n'z o N 8921'20° }'� 110.00' WELL WATER �p c * ELEVATIONS ARE IN AN (VARIANCE WAS GRANTED BYS C H D) c W W� 'Z t..� l n o c.n WL—WL—WL—WL—WL- ;a ASSUMED DATUM. e�o hedge row area well water line c Y y m 0 6's i s vea well C (at grade) 3 (sleeved) 3 p W X� N (3lgrade) chimney B I N * SEPTIC SYSTEM IS AS PER --1 0 i� ; roof over O INSTALLER. tp 36.0' 425' S0 open porch 8'0 x 4'deep (2nd above) *WATER LINE &DRYWELLS ARE drywell 2-1/2 story 8'0 x 12'deep AS PER BUILDER. 3 picket r leaching pool fence septic system Ln frame house 051w 03'e (abandoned) ff=25.0' wood g' 3 steps O — a I �1 a 8'0 x4'deep water SEPTIC TANK LEACH POOL = o Z `x dryweil 42 5 26 2' meter A 22 FT 20 FT m w m 81 A i O area well area well 1,000 gallon v wood (at rade (at grade) F.L 9 ) se be tank HOUSE r- M Q) 'a ste PUBLIC WATER < X x r PS 8'0 x 10'deep cast iron B 34 FT 26 FT v I drywell — stone driveway cover p O hedge row I X CO-�—co—co—2'S 3,'s CO— properly line meandering chain link fence SUBJECT`i'0 C'OVENAN9a9& RESTP,ICT IONS LPIBER S 89°21'20" t1V 110.00' V C j�/ ��`-4 PAGE �j c ♦�ofr •�e/�_ ®� NOW OR FORMERLY HOUSE �e► O�N�c� DAVID C.THOMPSON PUBLIC WATER �C c'SF� 0.p SUFFC)I_`C i:•O.UN y CEEPART€HIEN T OF HEALTH SERVICES pp'��°� qqyy pp,,�P+� �� ICING STREET = g � ��yr I=. . r�v5.s° . IR1d��•o076 A,. ® �' !��s�RS2. ii:e. `�'t�i':7. !';' ;�,%'i L'dt'C�°:' o-•.,.•.::Y2�h?CI"i (�• �-`Ar® Qv�� f''t�NGL�W',.'€�I k.'.��1?r"(�:c3'Y`C° $:$U9�t�ii O-z'pa i:hi+n.or of'sr ge:E''Ja:u and mu d 2101 � �ECE'I' L--�'~ � N�oo 0NQF`Wenw+im�soF�vron�asuw oM a7 S cowE rnussuRVErww Nm aewRwcTNE unosuRVEroRs �c�-n� i,( R� n ��j f1] �`'� OSEAL D0.EMBOssED 5EAL5NALLNOT BE CDNSipERED T08E �'.UY' 1�N'tIf'�£"�#i,�-t,f,l.Y'1J\122Jv�p�7vj'U r, eA,F1,,I f Avw0 coPY CVMAN S MEFftnFCAnONS MdOAn.EON �� !✓• JUL 1 p01 AND Dn nis aENALP TO THE rmE couP•wr mvERNNwruncwm I � � F1�6! ALL RUN WLYTOn1E PEnSONPOR WHON1nE 6URVEY6PREOAREo OHN GALLACHER L % MDLENaNE m�,�DNNs�EDnEREDN.MDrDTNE„S9DNEEs OF TXE IENDiND INSNIVTIM CUMANIEES MCERnFlGTMSANE OTTRMS ..TO ADMIOIUL Pi511MiM5MSODSEOVEM ......ERMdaOmMIESANOPOLELOG U=RE Nm J , a 3 "r vt: RECOARME 0MwRE�A�RENma nPAMAmEEO�uVM�Ess PNrscrlLY A..1...•L ViDENi ON THE PRENISESRME TME OFIHE SMVEY THE OFFSET LAND SURVEYORui SUFF.C®.d dEr�i i -i r•„ OFFOCE OF VSAST�'u"Wfl'�I�6 ., �o�io �� A�NOTTM 59 FLORENCE DRIVE NnEN MANORVILLE N.Y.11949 FINAL SURVEY:JUNE 7, 2017 i ��ME�Ern�� E= NNwDw.� Pons Phos,PLArmnc AREM AmnoNsroeunnwcs AND mNER onsmornon No cEmmunoN is MADEASTO n1EEwsIENOE OR NON£IOSTEncE OF EAbD=.R WDNIs(FwAy—Emwc NIS (631)-874-0400 SURVEYED: OCTOBER 25, 2011 1 PR=Re ENELOGTONsa FRSE VJ SMNOn SOFWAYOF OWN NEREM OMYRCOPIES THEw5fNUMEMS MME uRYE M CREScheck Software Version 4.6.0 �(J Compliance Certificate Project LYONS Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,757 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SECOND STREET Matt Lyons Charles Thomas NEW SUFFOLK, NY Second Street Charles Thomas Architect New Suffolk, NY 206 lincoln st Riverhead, NY 11901 631 727 7993 Compliance: 2.8%Better Than Code Maximum UA 324 Your UA. 315 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 Asse mbly Gross Area Cavity Cont. zing . ... Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 843 38.0 0.0 0.030 25 Wall 1: Wood Frame, 16"D.C. 1,054 15.0 0.0 0.077 74 Window 1: Wood Frame:Dodble Pane with Low-E 95 0.340 32 Wall 2:Wood Frame, 16"D.C. 1,088 15.0 0.0 0.077 66 Window 2:Wood Frame:Double Pane with Low-E 187 0.340 64 Door 1:Solid 41 0.340 14 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 914 21.0 0.0 0.044 40 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Na e-Title Sign ure 711 0 � Date -7V Project Title: LYONS Residence9� �y � � Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\RESSID-*—rck Pagel of 6 1 REScheck Software Version 4.6.0 LVJInspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified, # Pre-Inspection/Plan Review Complies? Comments/Assumptions &.Re ID Value Value q. 103.2 ;Construction drawings and ❑Complies [PRl)1 documentation sufficiently I t ❑Does Not ,- :demonstrates energy code ;compliance for the building j, ❑Not Observable ; i envelope. ; r ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 :documentation sufficiently ❑Does Not [PR3)1 demonstrates energy code r ;compliance for lighting and ❑Not Observable ; mechanical systems.Systems ) ❑Not Applicable :serving multiple dwelling units must demonstrate compliance with the commercial code. ; 403.6; ;Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2; .'sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not fon loads per ACCA Manual J or t ; : Cooling: Cooling: ;❑Not Observable ; .r . ,other approved methods. Btu/hr Btu/hr ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LYONS Residence Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\LYONS RESIDENCE.rck Page 2 of 6 2010 New York-.-, F_oundation-Inspection _ Complies? Comments/Assumptions, ,Energy 303:2.1," ;Exposed foundation insulation ;❑Complies [F011]z.,'_y protection. ;❑Does Not :o' :'� ;❑Not Observable ;❑Not Applicable 403.8 m ;Snow melt controls. ;❑Complies ; [F012]2" UDoes Not ;❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) `3 1 Low Impact(Tier 3) Project Title: LYONS Residence Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\LYONS RESIDENCE.rck Page 3 of 6 Section' : -. i n -. ,°, ,.. _' y .• . ,. Plans'Verified "'Field'Ve'rified 14 ., Framing/-Rough=ln_Inspection • 'Complies?"'- Comments/Assumptions & Req.lD "°Value Value 402.4.4 ;Fenestration that is not site built `"' `` ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ; ;or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 -11C-rated recessed lighting fixtures Elco [F,R1'6]2 '.,sealed at housing/interior finish ❑Does Not land labeled to indicate Mt;=2.0 z. . cfm leakage at 75 Pa. - []Not Observable ; []Not Applicable 403.2.2 !All joints and seams of air ducts, ❑Complies ; [FR13]1 ;air handlers,filter boxes,and b ❑Does Not !ducts cavities used as return ;ducts are sealed. ❑Not Observable ❑Not Applicable 403:2,3 =' ;Building cavities are not used as ❑Complies [FR15j3 ' ;!ducts or plenums. ❑Does Not ❑Not Observable ]E]Not Applicable 403.3. ;HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not ;below 55°F are insulated to R-3. :❑Nat Observable ' ❑Not Applicable 403.4, Circulating service hot water R- R- ;❑Complies [FR-18]2` j pipes are insulated to R-2. ❑ Does Not '❑Not Observable ' ❑Not Applicable 403.5 '.',Automatic or gravity dampers are ❑Complies [FRl'9]2' ,;,I installed on all outdoor air ❑Does Not intakes and exhausts. JE]Not Observable ; ' - ❑Not Applicable Additional Comments/Assumptions: L 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LYONS Residence Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\LYONS RESIDENCE.rck Page 4 of 6 2010 New York, ' Insulation Inspection Complies? Comments/Assumptions Energy. 363.A, , ,,,(AII'installed insulation labeled or ;❑Complies ; ;o;"l installed R-values provided. :❑Does Not ;❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LYONS Residence Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\LYONS RESIDENCE.rck Page 5 of 6 , Section Rlans Verified Field Verified :• ' # Final-Inspection Provisions Complies? Comments/Assumpitions Req.ID Value. Value 402.4.2, :Building envelope tightness ACH 50 = ; ACH 50 =_ ;❑Complies 402.4.2.1 verified by blower door test result! ❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This U :requirement may instead be met ; 1❑Not Observable !via visual inspection, in which ; ;❑Not Applicable case verification may need to , occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- ; cfm ; cfm ;❑Complies [FI4]1 !construction with maximum ! 1,❑Does Not leakage of 8 cfm to outdoors,or ! ;❑Not Observable 12 cfm across systems. For ; (rough-in tests,verification may ! ; ;❑Not Applicable ;need to occur during Framing Inspection,with maximum :leakage of 6 cfm across systems and 4 cfm without air handler. 403.'1:1` Programmable thermostats ❑Complies [Flg]z f installed on forced air furnaces. :!, ❑Does Not -]Not Observable ❑Not Applicable 40id,J x" Heat pump thermostat installed :❑Complies [FI10]2 'ion heat pumps. >>` ❑Does Not `, •'I -- ❑Not Observable i ❑Not Applicable 403:4:;`;"• ,Circulating service hot water .` r ❑Complies [FI11]2i ;systems have automatic or ❑Does Not accessible manual controls. •"',;'., `� ❑Not Observable ❑Not Applicable 401•,3~°i, ;Compliance certificate posted. p - ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 303:3 ;Manufacturer manuals for 10complies [FI18j3 i mechanical and water heating ;. ❑Does Not equipment have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 1'3]Low Impact(Tier 3) Project Title: LYONS Residence Report date: 10/02/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\LYONS RESIDENCE.rck Page 6 of 6 2010 Now York Energy C®nserva '®n Constructo®n Code Energy Efficiency ca iict Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&D.. . Window 0.34 Door 0.34 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments -� ..�x;t�� :_s,t:w�:�R'l:,iL,sl'ar H[-*AL.T4t SER ICFS SURVEY OF PROPERTY COT',!.: iP-,UC�I^�d -0 .A SITUATE '.:',3i�`f si, r3 i':��0" 94' 110' 102' NEW SUFFOLK 50' TOWN OF SOUTHOLD wide SUFFOLK COUNTY, NEW YORK Dr,�•�Z(��ts � �,• :� oto-fz-o0�o ----------, O welt AP? i ��. PUBLIC WATER r,� WELL WATER WELL WATER GERTIPIED TO: �... - ,,,., 1... Iil�l��i�J Qf \ FOR .i:g,�4aii r•. lir HOUSE — — A O `� HUE Owell '�MATTf-tEWJ. LYONS FXPIRES THREE YEARS FR.Oi 1 DAT E OF APPROVAL, �\ -..�_.., �-..,,. .»... ...--- •► C� t LOLLY g. L-YONS HOUSE O r GOiVEN� (N.T.S.) pp ry m..p�..,...}.. ACCORDANCE �+}^ n, ry WEL_tS FARG,O g/�NIC, NA Apr,�i.l.�i i.: D 11 l ivCORDAPlCC �'Y ITI"I L� A D O' O O -`�� O� 1T Cjv OVN� N-t — +/- �\ 102' �`STEWARTTITLE 1NSttR<tNGE COMPANY REvir-W DLTERMINATim DATCD w P C,- SME SCTM# 1000-117-7-19 AREA=5,115 Sq.ft. SJ rte, 0.12 Acres. �P�' W ,t, PusL WATER NOTE. EXISTING LOT COVERAGE=11% e =concrete monument set N HOUSE Qo =iron pipe found 'a rrt. �- c}} yy��••��+•�Qzt y� �p 71,+� HOUSE=509.7 sq.ft 559 Ebtf, �� SHED=48.9sq.ft 5,115 ® =spot elevation 50 102' tr�.nr.�i�t::�C ;Fh''ti. r?rW qu :Wr� . ub it4 `,r s ,�. wide ° PROPOSED LOT COVERAGE=20ted fc��.2`I 4't 1ve-"c'e✓ '�''�t7i�l, `i HOUSE=1,021.25 sq.ft 1,021.25 _ e � � -20 /o 94' / 5,115 �e vll e0 well � 110' � \ 101' O o H _ w PUBLIC WATER N � k now orfonnerly HOUSE to henry e.raynor o W 52' 94' / well PUBLIC WATER HOUSE O PUBLIC WATER z O 2 HOUSE Q: now orfonnerly � N 89°21'20"E warn 110 ,90' 1� 6 d Z R TAC n Ci"r E-3)P p C�ss I i�1 ag/lesbUr1C118rdt �� °`l W E�c AI1P9a..r .I,. 1`i2<Glti,la t..� �'.� iTl�}i� 1� O row �o�`QAS•• \es. 6�6 Ra be removed) gv4 `eA`1• .�0' OSry�• e� BUILDER TO PROVIDE: iy .ens elb ryti• �ti• ,yti ti ti e Wim. WELL WATER R=150. srvce o.s��S. r ms•, shed y mss 1 0e1 y '•�1k --- _o line. , * 1 - 1000 GALLON SEPTIC TANK mtiti —�� t.s ____�titi �titi ti�� _ R=150 W HOUSE 3s O' ti• 47.5 fa• P-P I O_ * 1 -8' 0 X 12 ' DEEP LEACHING POOL r"'— °o3`� p'°P° �� n _ m EXGAV� ,°JOIA, i� ,�1�1t HE( UIRED o�, house 3 ILI°' �m N m proposed f..elew 25.0' S, 3•• I `m a <° Q OR SAMTAITY SWIM r„ 94' C11 ��P- �m h O r east mver (ezftting nose k ro ae ranareo ^ W `_tr ErZ -�•,, t-p 1" p so west (to be ve°) 022 6 �ele6. m m R= NOTES .. .. . � {"76-�PL t I"t t�`,..f".�is�1 il;�,itl` F � = _ _ — ——— — s•, s•,� 2s.z' � ^ 150' - u,.®.�.. now or formerly m �e�a e�m 0 � — soniakarakash g tiry ti� n9 proposed �� 5 J PUBLIC WATER N a m 01•. es•, elev'13:0' eS•. driveway o prop.' 1. Q * ZONING DISTRICT: R-40. hlWa pelivanian o ©— 0 0�————_— Spt.ra 5 h � ,� HOUSE m rye. S MM m ry`L p. 40 ry0 W rt 'L •`i s• Z �y PUBLIC WATER rn 0.6! -S 89°21 X20" 1� ._ meandering e�eh1 0�0h� 10.00 S °S * ELEVATIONS ARE IN AN ASSUMED DATUM. `� ' pipe chain link fence Zsouthry `L 101' HOUSE R 150 Mound 3.5' iron pi age Z t71 elev:22.8' s011g' found on line * SUBJECT PARCEL IS LOCATED n-' 4-'+ / OV IN FLOOD ZONE X AS PER FEMA FLOOD MAP. now ,,,,,,,��w david o.thompson 'n �..,�.. (/�i ifs n °a ;� t,ca 94' TO BE SERVED :ry06 ry0� J .!" I-ESI' '� !.t �l r:'cted � The BY PUBLIC WATEIL s� es a• PUBLIC WATER / � * EXISTING SEPTIC SYSTEM IS TO BE (ir � r"-` ". 1 , 0 LL viii 0k, �^U4'ly C:7-rt, fl REMOVED. /� t ,.t VC1I 02-5700, 4id'6'' 1', Burs- In�'.dv i�Cv, � 30'+/- V torr HOUSE � * LOCATION OF THE THREE(3) HOUSES YC� 8C{i�'C�dil� I"-�-�c t 1�r,(s). PUBLIC WATER to ADJACENT TO THE SUBJECT PARCEL c HOUSE o HOUSE o o` ti CO WAS REQUESTED BY OWNER. n. * EXISTING HOUSE IS TO BE REMOVED. 110, 100' 94' * EXISTING SHED IS TO BE REMOVED. 52' iren pipe o found TEST BORING DUG BY McDONALD GEOSCIENCE * PROPOSED SEPTIC TANK SHALL BE DESIGNED , li TO BE TRAFFIC BEARING WITH TWO(2) HEAVY / DATE: FEBRUARY 27, 2012 Elev:23.0' DUTY LOCKING CAST IRON COVERS. 50'wide KING STREET DARK BROWN LOAM OL * PROPOSED WATER SERVICE LINE SHALL BE \ / ------------— SLEEVED. 0.5 BROWN SILTY SAND SM 101' 204' 21 WELL WATER C PUBLIC WATER p p (LOCATION UNKNOWN) p HOUSE HOUSE PALE BROWN FINE SAND SP I 17' �. �'� NO WATER ENCOUNTERED ` � �� REVISED: MARCH 5,2014(septic system moved to front yard) om f�(j S UPDATE:OCTOBER 24,2013(spot elevations) �sr aae aeossmarxawu.mee on voarnroee REDATE:JUNE 10,2013 uo w Ms asev ro��ms.xr,covaaaa*w�cr J HN GALLACHER LAND SURVEYOR REVISED: OCTOBER 25,2012(proposed house) 59 FLORENCE DRIVE REVISED: MARCH 26,2012(schd map) MANORVILLE N.Y.11949 REVISED: NOVEMBER 22,2011 (add certifications) (631)-874-0400 SURVEYED:OCTOBER 25,2011 „ "°` xm •a P 560 g I n g� n G' �.•N RIDGE VENT DATE: /6 F Y FE t 11 1 11 TENQUILDIVG Er F ?T �ENT AT 76514 8 k TO 4 PM FOR THE a \ FOLLOWING INSPECTIONS: _ ` ARCHITECT `O / \ 1. FQU !DATIQN - TWO REQUIRED l - _ - cV I F X / \ FOR POURED CONCRETE ASPHALT SHINGLE ROOFING / \ 12 2• ROU 3H - FRAMING & PLUMBING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2'-2" 11 3. !NS' LATIQIJ REVISIONS D E S C R I P T I 0 N 2"X10" ROOF RAFTERS 0 16" O.C. / \ 4. FINA_ - CONSTRUCTION MUST / \ BE COMPLETE FOR C.Q, U / \- - 11"X2" TRIM ON 11"X6---LRAR !STRUCTION SHALL MEET THE / 3046 \ 1"X8" RAKE FRIEZEREQUIREMENTS OF THE CODES OF NEW / `, YORK TATE. NOT RESPONSIBLE FOR / DESI af OR CONSTRUCTION ERRORS. Oft# ampr..CA TO,1 ..� a� ON LEAD CONTENT BE Fa�7r' 8'-6" PLATE HEIGH �,;, .`..t' _ 3 . .f r .`L 1 �� ", _' s_' TIES OF Nom':'` 'tu=, TOV°JPJ CODES ' -P A'S REQUI; ,'ED AND CONDITIONS OF � " `.7 CEDAR IMPRESSION SSP 1:Y�rST>EP.. c,�c�.��r T.O. WIND ws_ SHINGLES _ r... _.._ SCUTNOLD TOtI:N ZSA f , . r, ,3 OPEN PLAN',11hu BOARD I 2832 � � '�'•:'I!7'.,I,'�i;',i lliJ TDII(1.ALJ 3046 3046 V,Q. t^ i IlJ EGRESS EGRESS �'�� " ,n �a�.. CEDAR IMPRESSION (�` SHINGLES 0 UPANCY OR S I � USE IS UNLAWFUL ,�e.,.�.R�x ,p Pf7'',�.:�� -r T.O. SECOND FL00 \ WITHOUT CERTIFICATE t I rf777=!j 8'_6" PLATE HEIGHTRUSS PLACARDING REQUIRM 1"X12" AZEK WRAP HEADER OF OCCUPANCY WI T.O. ND wS \�`� ,� IDPAINAGE INSPECTIONS ARE REQJ!RED 1 - - - _ Contact TC., rC(,r;i,.r tit oo:�- -.0 ;.e ore PLUMBING Backfill, OR Provide Engineer's Certification II II II �I ALL PLUMBING WASTE tit the drainage has been installed to Code. 2832 ii e II &WATER LINES NEED 2832 I,I o m 1 X8 AZEK WRAP POSTS TESTING BEFORE COVERING 00 w I 3052 3052 5/4"X4" WINDOW EGRESS L= 6 (I DO NOT PROCEED lh'ITH & DOOR SURROUNDS _ FRAMING UNTIL SURVEY T.O. FIRST F OCR OF FOUNDATION LOCATION HAS BEEN APPROVED. T.O._FOUNDATION WALL GRADE Wo � GRADE N Wr r 0 � E L E F T S I D E E L E V A T I O N E F R O N T E L E V A T I : 0 N ry r— �- W 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" -7 0 Vi u W O _ a 0 RIDGE VENT Z LL Cl) z ASPHALT SHINGLE ROOFlNG OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. ' \ 4 / \ >= / \ J CEDAR IMPRESSION . 8'_6" PLATE HEIGH SHINGLES T.O. WIND WS J. OPEN CEDAR IMPRESSION 3046 SHINGLES 3046 3046 EGRESS EGRESS EGRESS EGRESS J T.O. SECOND FLO_0 8'_6" PLATE HEIGH Charles M . Thomas i ,� a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2452 PROJECT Ty io i LYONS RESIDENCE 3052 3052 3052 $ EGRESS EGRESS EGRESS T.O. FIRST F OOR ELEVATIONS GRADE GRADE DATE: 06/27/15 E RIGHT SI L A E REAR ELEVATION PROJECT No. 3 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = V-0" DRAWING BY. C.M.T. CHK BY. DWG No. 0- 001 -00 1 OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, N WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. F, �I �f ' ARCHITECT 47'-6" 10'-11" 2'-5j" _ REVISIONS D E S C R I P T 1 0 N 7'-0" 3 46 EG Ess EGRR ss (3) 12" ML HDR 2-2"x12" HD 36" HIGH RAIL ` PER NYS CODE 12'-4" 2+o` —2"= 2' 13'-10" x �O w I bM M I • Jo I I _I w co 0 0O O 00 LnL0 . ® > xz =o CD BEDROOM °�° UI � I o Ma 2 I M ASTER Rco N `° M x SMOKE 1 FM EXHAUST B E D R O O M X 3 N Q_DETECTOR FAN TO XTERIOR I 04 Li I N ^ N SMOKE W �O Q~DETECTOR W p , 2 K X K 0 z 0 z to 0 to 0 to F w)_j Tr o J _12" ML RIDGE. _ _ _ 0 Q N Fi 12" ML RIDGE. DETECTOR o o co N N -I N pN, CARBON 0 '-'— — 15R O OCO DETECTOR M too `e = 0 w B E D RO O M PULL DOWN 26 3 ATPSTARCESS� D E N o BALCONY N m = 0: SMOKE � 2.-1 " o DETECTOR NO�DETECTOR cO 5/8" PLYWOOD UNDERSIDE ^, N 3 Til JOISTS N /�� H I LL N t7 x VO w `i ^ I I 125 C EXHAUST x N 10•_7 0) FAN EXTERIOR BUILT IN 0 o I j, !C it O" 7'-0" 16'-2j" N 10'- 0" 36" HIGH RAIL 2-2"x12" HDR 2-2"x12" HDR PER NYS CODE 3046 2 32 3052 (3) 12" ML HDR EGRESS EGRESS 16'-4j' 3'-2" 47-6 uiIII S E C O ND FLOOR PLAN 842.75 sf LIVING SCALE: 1/4" = 1'-0" U) W 47'-6" 16'-10" 7'-3" 4'-11 5'-0» 4'-11 3'_6" 5'— 0" PRE FAB DIRECT VENT GAS FIREPLACE IR TIGHT, HEAT TREATED GLASS DOOR 3ER NYS ENERGY CODE W/ FRESH AIR INLET do DAMPER. P o GL SS EG ESS I EG ESS 2 52 3 52 N 3J52 2-2"x12" HDR 2-2"x12" HDR' 2-14" ML HD 36" HIGH RAIL n Simpson Strong—Tie 18" MASONRY x PER NYS ODE IILIIL_ HDU (CORNER HOLD DOWN) 12'-4" o0 2' 0' HEARTH I� 4 o 15R :I � UP 21'-3" � N o I of p J o ND �� ico a o BEDROOM , I � "n� "F�Rd '� M WM I 4 �S cn z J N o _SMOKE _= L I V I N G ; N ~ I N wv iv O DETECTOR 0} � xz O oul f 0� 1 0 SMOKE x N 0 a O'—DETECTOR ? 0 71 _' 1-0 -9 II- ' 36" HIGH RAIL to Of I _ � ®� I PER NYS CODE to NN 29'-2" Q L 0 < `° ¢ 0 0 , III co 1)ro0 io N (V O S OKE REF.OI 0 Z N _� J N N N ~D TECT R N Q LO X BATH R In ®� " n 25 CFM EXHAUST d I n 7 X11 7/8 F EXTERIOR �6j Of I I PARA LAM 3'-4" " O 1 X LINE EXTERIOR WALLS FLUSH 1 U � ^ ABOVE I a 0 3'-o D I N I N G o K I T C H EN I to F] w ow N _}� no_ I M �� I O "' 17'-6" 111 7/8" TJI ISTS s� - - I , 0 1 Charles M . Thomas I � R-19 INSUL ION 3'-6" 3'-8" I s® x �- — — — -� 16'-6" I 5'-O" 0 2-2"x12" HDR 2-2"x12" HDR _ � h i t e c t 2832 2832 3052 3052 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EGRESS EGRESS I 17'-74" 12'-1i" 9'-21" 3'-6j" ,— " 5 0 PROJECT 42'-6" LYONS RESIDENCE FIRST FLOOR PLAN (913.75 sf LIVING) FOUNDATION PLAN SCALE: 1/41' = 1'-0" DATE: 06/27/15 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. [N-M-FO-0-1 2 OF 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r. 4T-6" --. ARCHITECT 42'-6" 5'-0" 3'-5" 8._5 .. 5'-0" D E S C R I P T ION N REVISIONS 8" 00 8» 8" POURED CONCRETE FOUNDATION 12"0 SONO TUBE ON I 3'-0" — — — 30"x30"x16" FOOTINGS WALL ON 8"X16" POURED I 1.1 I o MIN 36" BELOW GRADE q920 CONCRETE FOOTING to( CX 15 I — (MUST BE VIRGIN SOIL) J co , O —14'-6- ( 3'-4" 23'-4" L + J DIRECT VENT GAS BURNER AND HOT WATER HEATER HWH I I I cy B O I L E R 8'-0" CLG HT. I I I a I G PIPOST ABOVE I I I I co PROVIDE 5/8" TYPE "X" GYP. BD. .x ON CEILING ABOVE FURNACE FOR I I I M AT LEAST 3'-0" ON ALL SIDES AS M= �01,N L�N F�N� SH ED I I PER N.Y.S. CODE X „ I x� 4" CELLAR I I I r k I, Q_ POURED CONCRETE SLAB 1 �a _ _ �a OVER 6 MIL. POLYETHLENE I Ip n M O VAPOR BARRIER ON WELL m SMOKE i — — IT COMPACTED POROUS FILL iv I IW I LTT -I I I ^DETECTOR r��t 1�� m oz N I IW N 1 �— N DETECTOR o I a I I I c L _I — _I ~U) 0 L � -J 8" I 14'-6" 3'-4 u0 ®� I I X 3-1 3/4" X 13 7/8" I IN "I MICROLAM FLUSH I 2X8 ACO 3 1/2" STANDARD STEEL PIPE COLUMN I I 016� OC. I co� °' ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) e 1'-2" I I r +I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __j I I1 (C�I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3020 3020 20'-8" 5'-0' 4'-6- 6. z 0 42'-6" 5'-0" W FOUNDATION PLAN SCALE: 1/4" = 1'-0" 0 12" ML RIDGE. ui I rr TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING 12 0 OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 1'i (n 2"X10" ROOF RAFTERS ® 16" O.C. ATTIC 40"VENT TYPICAL CEILING CONSTRUCTION �} 11 5/8" Td CEILING JOISTS 0 16" O.C. LL � ROOF `TYP.) F W/ R-38 BATT. INSULATION 2"X4" PLATE ATOP PLYWOOD ROOF I I L____ 2' TYPICAL WALL CONSTRUCTION r �2'V 1-1/2'V �-2"V I -�� CEDAR IMPRESSION SHINGLES TYVEK HOUSE WRAP 1/2" CD X i-1/2'V I � I I PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16 O.C. ,I a -1-1/2'V ¢-1-1/2'V R-15 INSULATION I � I I I W.0 LAVj I W.0 UV HOUSE -\\ M ASTER SHOWER I p I I p I 113I TYPICAL FLOOR CONSTRUCTION DEN B ED R O O M00 I I SECOND FLOOR ® 14" TJI FLOOR JOISTS 0 16'O.C. 2• I 3' 1-1/2" I 3' Y 1-1/2' W/3/4" PLYWOOD SUBFLOOR I I — c�2'V I <F-2"V II �1-1/2'v I cav I W.� I Isaac FRESH AIR INLET TYPICAL WALL CONSTRUCTION I p I TUB CEDAR IMPRESSION SHINGLES TYVEK HOUSE WRAP 1/2" CD X Charles M. Thomas FIRST FLOOR PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. R-15 INSULATION a r C h I t e C t Sim son Stron -�- G Tie PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 HDU 9 ROOM TYPICAL FLOOR CONSTRUCTION °° CONNECT TO APPROVED %P.V.C. PIPE PITCHED CORNER BRACING DETAIL 14" TJI FLOOR JOISTS 0 16"0.C. PROJECT F.A.I. & SANITARY SYSTEM AS PER N. W/3/4'CODE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION LYONS RESIDENCE PLUMBING RISER DIAGRAM SCALE: N.T.S I GRADE N FIRST FLOOR PLAN 2"x6" CCA SILL PLATE C E L L A R TERMITE SHIELD 1/2" DIA. ANCHOR BOLTS o 030"-0" O.C. ro 8" POURED CONCRETE FOUNDATION DATE: 06/27/15 WALL ON A 8 X 16 POURED CONCRETE FOOTING PROJECT No. LIQUID MEMBRANE WATERPROOFING COVE DRAWNG BY. C.M.T. OVER FOOTING (TYP) 4" POURED CONCRETE SLAB CHK BY.- 4 Y.-4 MILL VAPOR BARRIER DWG No. 91-FOO,31-0 S E C T I O N 3O SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING - R 6 0 2.7. 2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 / SLOPES THAN 6 W/NO TOP PLATES SECOND STORY TOP PLATE- WW MM ATTACHED FINISHED CEILING TOP PLATE GYPSM BOARD INSTALL��INTABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 ACCORDANCE NOTCHING PROVISIONS WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 BE CUT OR NOTCHED BORED HOLE MAX CEILINGS / STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% - ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND ALL OT RS Z NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS o WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 1/3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FlNISHE - / / .. NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE ° (ALL PANEL EDGES) WITH BRITTLE(b) FINISHES o T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5 8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT / BLOCKED AGAINST NOTCH MUST NOT EXCEED HATH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED � ND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH v BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING $d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING (ALL PANEL EDGES BE LOCATED IN THE SAME: b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT O1� of the cantilever. 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not AND SO BORED co BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 j00 • 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION o SILL PLATE 00 JOIST ° . SECTION 3.4.3.1 . 1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF • • \-SUBFLOOR 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT e FRAMING MEMB,�RAT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS � NON-BEARING W & ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � � TYPICAL WALL, FLOOR 8c ROOF FRAMING WALLS: R602.6 (1 ,1 (21 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) (- Uj JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED O W WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 Uj N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE FASTENER SPACING TRUSS OR CEILING JOIST 0 W SEE STUD TO RAFTER z FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PILE TUD T PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN i< PANEL SPAN ENDWALL ONNECTORS Q 0 2 FEET C 4 FEET iC 6 FEET 8 FEET 1/2' SPACINGS A A R QUIRED < U ALLOWS 91 16" 16" 12" 9" HOLDDOWN 10-8d C) NAILS WO D SCREWS INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. Q 2 id 2" 8 16" 16" 16" 12" DOUBLE A A WA STUDS �. WO SCREWS STUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AR A (_ ATH DW RE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS � I- a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (HDU) o ° Or o N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o CONNECTIONAAT CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° FOUNDATION. R UIR WALL STUDS AND AT TOP AND d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP LzL.I ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL ° ° NAILS AT B. O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 WITHDRAWAL CAPACITY OF 490 POUNDS. n END WALL Q Uj e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ' I SUB��R ( WFCM FI G U F'E 3. 7 b ) CONNECTIONS FOR OPENINGS Q W 8d NAIL AT 4 O.C. � EXTERIOR WALL STRAPPING SCHEDULE , ; Uj ENDWALL STUDS AREA HOLDDOWN USED / LENGTH NAILS SER OF CAPACITY OF HOLDDO S NOTES I I � FACE OF FOOTING CEILING BRACING GABLE ENDWALL RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST w 12" MAX. ( WFCM FIGURE 3. 7 a RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER c of ) 8-8d TO STUD CONNECTION V) AILS BASED ON 2-8d TO PLATES , o ,l SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION :'i'�' TOP PLATE U ow STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `:',` o PROVIDE RAFTER TO 4-8d TO PLATE ; ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF USD 8 TENSION STRAP _ o H 2 BUT NEED OT DIAPHRAGM O NOTES: �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT �S ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. ACH END OF 1-1/4 O o ° STRAPPED TO TOP cV CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EA'vE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o CORNER STUD 15,/32 WOOD SzRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN N tt TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° o CONNECTED TO 0 GABLE FAC AND ON WALL BELOW PLATE OF WALL BELOW NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) ° o BASED ON SHEARWALL REQUIREMENTS z ° JA 1o TRANSFER SHEAR OU N DATI ON CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o * INSTALL THROUGH FIRST FLOOR SHOE. o ° ° FLOOR TO FLOOF DOUBLE AT1HARDWdRE CONNECTION PREFERRED METHOD C HOLD DOWN 8d NAIL AT 12" O.C. ON o RAFTER ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA. STRAP- W RIDGE BEAM 14" WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT 3.7a & 4.7b) PHD5 /-24" O.C. RIDGE TENSION STRAP DETAIL_ � W/(8) 8d NAILS TABLE 8301 . 5 NOTES EACH SIDE ° (� N FOR Sk 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. 'SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING O.C.NAIL AT N A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. B L E R ,301 . 5- EDGES) 0 MO. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS INT A SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS ANDSECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE ,� -WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND -� INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-0 NAILING SCHEDULE (TABLE 300001� .1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) -- WCFM HIGH WIND EDITION FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ A TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT ■� z (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. USE LIVE LOAD ■- GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND Simpson Strong - Tie SIMPSON STRONG TIE HDU 6" O.C. ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE Cn SIZE PER MOST RECENT ATf 1 TALL PANEL ( INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. EXTERIOR BALCONIES 60 u, d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT n, A35- Chimney Framing ® TABLE 8301 . 2. 2. 2. 1 ° EDGES) ANY POINT ALONG THE TOP W ® e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 �� V WALLS. ('3 ROOF RAFTER RIDGE DETAIL- ® WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 DEAD LOADS PANEL INSTALLED IN ® ACCORDANCE WITH TO WITHSTAND BALUSTERS AND AHOR ZONTALLY APPLISHALLAND PANEL ILLER BE IG ED NORMAL LOAD OF 50 Cz a, ATTIC WITHOUT STORAGE 10 L 3 SCALE: N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED � o ROOF CEILING ROOF CEILING (TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 °° LOAD REQUIREMENT. �{ o DEAD LOAD DEAD LOAD HIGH WIND EDITION)( 12� g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS `V FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS40 WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. ONCONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ROOF ONLY 1.0 1.2 ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE • ROOF PLUS ONE STORY 1.0 1.1 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO �• FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong - Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDUHDII MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1.r2 CORNER BRACING DETAIL EXTERIOR CORNER FRAMING ORTHE FRAMED OPEN NGATTIC AREASIN ACCORDANCE WITHACCESSIBLE BY AULL sEC- DOWNTION 07S1TAND AIRWAY 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Lj 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM HIGH WIND E D I TI 0 N SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association. Non- Structural lements are based upon the New GENERAL N 0 T E S: ; NAILING SCHEDULE York State 'RESIDENTIAL CODE January 2010. MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance With all state, }` RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING JOINT DESCRIPTION 1/2" ANCHOR BOLTS 30 sheet no. '1 having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better practice. Wind Limitations-Section R301.2.1 The 4-8d PER RAFTER Design Criteria-Section R301.2.1.1. See Table R301.2.1.2. for Wind-Born Debris to all work performed of Architects ojectConditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED 1HE g ( _ CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR CEILING JOIST TO PARALLEL RAFTER FACE-NAILED IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. � 2-16d EACH END OR PANEL SIDING FOR 8d COMMON NAILS 9 P TRIM BOARD TO RAFTER END-NAILED Garages and Car orts-Section R309 4. The Architect shall not be responsible for the construction means, o_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety (SEE NOTE 1) Exit-Section R311 precautions and INCHES O.C. p programs in connection with the work, and he � 2-16d SEE NOTE 1 PER FOOT Landing-Section R311.5.4 shall not be responsible for the contractors failure to carr out TOP PLATE TO TOP PLATE FACE-NAILED ( ) 4' PERIMETER E P Y EDGE ZONE 16 Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by 2-16d 24� O.C. E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w INTERIOR ZONE 16 STUD TO STUD FACE-NAILED F (SEENOTES Guards-Section R312 and/or the building as designed without the expressed written o t6d 16" O.C. ALONG EDGES E Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 20 STUD F a g Y Flame Spread and Smoke-Section R315 insurance covers statutory policies Worker E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 3-16d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD IN Compensation, etc.) and general liability in an mount not cn ( ) Dwelling Unit Separation-Section R317 z 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section 317 less than $ 5 million and automobile liability and damage o SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay Section R319 coverage not less than $ 2 million. The Architect shall be cn FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING g Y named insured on an and all policies. > ao MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 Y P w FLOOR FRAMING TO 6 INCHES 0. C. Site Address-Section R321 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous 0- 00 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. 4-8d PER JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. or pressure creosoted. 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Section R324 BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. 3-16d To 3 INCHES 0. C. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel at 3000 ounds as per New York State Code. 3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST THREE SECOND«,sr designed air-tem erdture of 0 degrees F. and 15 MPH wind. O JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST rrtNO SPEED(MPH) 85 90 100 E I E I 130E I 150 found test uponexcavation, alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED E f E FIE FIE FIE FIE FIE F E F 3-16d PER JOIST regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the job. it- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts SSTB-28 See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes SPACING OR 10 0 BOX NAILS (INCHES O.C.) �� ( ) P g and the sewage disposal system to meet Health Department standards. 0 ROOF SHEATHING SEE NOTE 1) (INCHES OC) 8 poured concrete foundation well, 8'-0" high, 3000 # test g P P LLJ 12 6 12 6 12 6 12 12 12 12 12 12 Minimum de th-Section 403.1.4, 48' minimum coverage to to of footing 13. Do not scale drawings. Use figure dimensions only. UJ n 8d SEE TABLE 3.10 INTERIOR P g P g 14. All work to conform to the rules and regulations of the New York V 1fi 6 12 6 12 6 126 126 12 6126126 12 " �� g STRUCTURAL PANELS ZONE 19.2 12 1 12 s 12 6 1 6 12 12 6 12' 16 x8 poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double 24 z ' 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door to have insulated cores. (' DIAGONAL BOARD SHEATING PERIMETER 16 6 12 6 12 6 12 6_12_6_12!1 s 6j s s 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds 2-8d PER SUPPORT EDGE 19 2 2 1 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Z 1"X6" OR 1"X8" ZONE 24 12 30"x30%12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and j iJ 1"X10" OR WIDER 3-8d PER SUPPORT GAILE ENOWALL RAKE OR RAKE muss w GOKOUT 13LODC 6 6 6 6 s s s 6 4 4 - - - d CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the ro ert of the Architect whether the OLADLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG 6 6 6 6 6 6 6 6 6 6 6' 63 6' 63 6' property Y project for CEILING SHEATING BOARD SHEATHING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used „ SHEATHING SIZE RAFTER on any other project except by written authorization of the Architect. GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site LJ WALL SHEATHING (SEE NOTE 1) SPACING OR 10 0 BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, Q (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. 1 X 6 OR 1 X 8 SHEATHING 12 - 19.2 2 2 2 2 1 2 1 2 2 1 2 1 2 1 2 1 2 1 2 1 21 2 2 2 Pour no concrete on frozen ground or in freezing water. J STRUCTURAL PANELS 8d (SEE TABLE 3.10) 1 x 10 OR LARGER SHEATHING 12 - 19.2 3 3 3 3131 3 31 31 31 3131 31 3 O 3 3 3 Provide 3 1/2' steel lolly columns. 0 FIREBOARD PANELS E= NAIL SPACING AT PANEL EGOE (IN) Backfill shall not be placed against the wall until the wall has sufficient F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS 6d 3" EDGE 6" FIELD 7/16" / 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1.7.) 8d 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 25/32" / 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND " EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 1 / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL Fireblockin9 Section R502.13. CONSTRUCTION CATALOG C-HW02 LU HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B 8d z Q SEE TABLE 3.11 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: PARTICLEBOARD PANEL ( ) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTS28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LLQ - WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING p V) DIAGONAL BOARD. SHEATING Fasten per Table 3.1 WFCM. U210 2X6 � 'v 1' 1"X6" OR 1"X8" 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACO sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W SHEATHING LOCATION Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N 1 X10 OR WIDER 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" u LL.. OR PANEL SIDING FCR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END ' FLOOR SHEATHING . Wallframing and finishing shall be nailed and or screwed in accordance with INH (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE: STRUCTURAL PANELS 4" EDGE ZONE E g 1x6 fascia, wrap " 1s USE CONNECTOR 4)8d NOAILS ATAT EACHEND ATTACH LEDGER TO FRAMING 1' OR LESS Sd 6" EDGE / 12" FIELD F 12 SEE NOTE 2 Overhangs as noted. " INTERIOR ZONE E 6 Vinyl vented soffits. GREATER THAN 1" 10d 6 EDGE / 6 FIELD 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrap. MTS 36, 16" O.C. „ DIAGONAL BOARD SHEATING 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. BOLTS AT 16 ON CENTER (TABLE 3.11 WFCM 2001 HIGH WIND EDITION � USE (4)-8d NAILS AT EACH END " 2-8d PER SUPPORT 2x4x Studs ® 16 o.c, with 2x4 shoe and double 2x4 plate 1 X6 OR 1X8 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 366,, FLOOR CONNECTION USE: STA 16" O.C. 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECONDaIST 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition WIND SPEED(MPH) 85 g0 100 110 120 130 140 150 1/2" MR GWB in wet areas USE (4)-8d NAILS AT EACH END 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRLITURALSHEATHING Simpson Strong-Tie O At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: E FIE FIE FIE FIE FIE FIE FIE F MTS 36, EACH ROOF RAFTER U210 2X6 NAILED 3' ON-CENTER AT THE PANEL EDGE of section R310. O F_ C14 TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g Z (INCHES OC) OR 10 0 BOX NAILS (INCHES O.C.) SHALL BE USED TO MAINTAIN THE LOAD PATH. (SEE NOTE 1) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER 4-10d x 1 1/2" Q 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 s 1z s 12 s 12 12 12 12 12 12 c� TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 16 6 12 6 12 6 12 6 12 s 12 6 12 6 12 9-12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: 24 1 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 1 12 6 12 6 12 6 12 6 1IL 6 12 6_IL12 6 12 6 12 R905.6) ZONE 24 12 12 12 1 s 1 s s Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON PC44 FOR EACH POST LIJ SIMPSON H-8 USE W/ONLY 5 BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- L � /" ANCHOR BOLT (14") percent slope), Q 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE ( ) ( ) ( P P ) MTS12 ® EACH JOIST „ TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four 4 units vertical twelve 12 units horizontal 33 -percent sloe , 7 MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underla ent (EVERY STUD) STUD TO KT (SEE NOTE 1) (INCHES OC) �" .; U210 2X6 (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH , x Rs oR, x B SHEATHING 12 - 24 2L21 2 2 2 T-2 T-21 2 z z 2 2 2 2 2 2 of PS7?0 P, AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) , x To aR LARarR SF♦EATTRINRi 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to (ALIGN WITH JOIST BELOW) .N SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 •W °'' [r 5 „ F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT o, " " REQUIREMENTS SHALL BE USED. overlapping H2.5A AT EACH ROOF RAFTER " (14) SDS Y4 X 3 WOOD SCREWS 7" MIN EMBEDMENT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2 ' .�• ( G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH ZDECK LEDGER U N SEE FOUNDATION PLANS A-3.1 AND cz 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED •' • FOR COMMON NAIL A-3.2 FOR LOCATION 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURES Ice Protfetion (Section R905.2.7.1 • CONNECTIONS-. , (MINIMUM DOUBLE STUD) �,. Underiayment in High wind (Section R905.2.7.2) 4 °•p °D '� a a>• ,o I SIMSON STRi,I�IG - TIE " Flashing (Section R905.2.8) STU }'2 BEARING PLATE -' 4'A. °• ° ° ' ' 1 1/4 COIL_ STRAP - 16 O.C. Chimney and firespaces - Chapter 10 Ener Efficiency Chapter 11, see attached report DOUBLE 2X MIN. Q•> o c °D IPS ° " 9Y Y - Pv • > D •�a • d u' C • �I Mechanical - Chapter 12 rn D ,'o .•°•° ,. ,o Q, ��a A. ,o USE 4-8D PJr'�iILS ® EACH STUD, FOR HEADER OR ,o a° ° , , •,• D General Mechanical System - Chapter 13 a Heaitng and cooling equipment - Chapter 14 BEAM A4 n• C Y^•' COQ•' 4�A,'•a ° Exhaust Sustem - Chapter 15 "- A ° Duct System - Chapter 16 Z ? °• e DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie s D o D s D •�I DA e o AC4 :a :a7fn�� a ° SSP Chimneys and Vents - Chapter 18 AT EACH POST °G Plumbing - Part VII r o SEE PLAN •; Cn i.• w EDGE DISTANCE ',•44 y D HEADER ^♦ FLOOR TO FLOOR LSTA21 D Simpson Strong-Tie KING, STUDS CS20 19' COILED Y" THREADED ROD i U CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH CZ L °° SIMPSON STRONG - TIE STUD 1 1/4" COIL STRAP - 2*MINI ER CNW NUT COUPLER �{ 16" O.C. USE 4-8D `U NAILS AT EACH STUD MIN OVERLAP IS 12 P) MIN EDGE JACK 0 SIL o �♦ :': DISTANCE* M P - RT2.5 - SIMPSON STRONG TIE '••.- = H8 OR 1 1/4" COIL STHD8 c~A ' `- a.: • ° • o•'e a • MIN EDGE SHEET N0. •'��••'••• � 'r DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-160 CONNECTIONS'N N E C TI 0 N S' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND NAILS AT EACH END, FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION STUD TO ROOF RAFTER RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT