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HomeMy WebLinkAbout41066-Z �O�pS�FF�t'fcppy� Town of Southold 2/2/2017 P.O.Box 1179 d' 53095 Main Rd �4% �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38811 Date: 2/2/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 Leeward Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/29/2016 pursuant to which Building Permit No. ' 41066 dated 10/11/2016 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: "AS BUILT"ADDITIONS AND ALTERATIONS INCLUDING A SUNROOM, REAR DECK AND CONVERSION OF BASEMENT TO AN APARTMENT WITH FULL BATHROOM, AS APPLIED FOR The certificate is issued to Gibbs,Kim of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41066 01-10-2017 PLUMBERS CERTIFICATION DATED 02-02-2017 RHomfAwner QJA' \�— �� neA o ' ignature �SVFFntx TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41066 Date: 10/11/2016 Permission is hereby granted to: Gibbs, Kim 305 Leeward Dr Southold, NY 11971 To: legalize "as built" additions and alterations to an existing single family dwelling and the "as built" conversion of a basement to an apartment as applied for. At premises located at: , 305 Leeward Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.-7-27 Pursuant to application dated 9/29/2016 and approved by the Building Inspector. To expire on 4/12/2018. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $2,112.00 CO -ALTE L $50.00 Total: $2,162.00 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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: ®5 L E'i k.-i4 to Vq/y,64; House No. /Street Hamlet Owner or Owners of Property: L/,!I Suffolk County Tax Map No 1000,Section Block ® 7 Lot 2 Subdivision ''\\ Filed Map. Lot: Permit No. LI I V Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempop5y Certificate Final Certificate: (check o ) Fee Submitted:$ 1licant Si nature pF SOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .®l� roger.richert(-town.southold.ny.us C®V I]�A�, " BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gibbs Address: 305 Leeward City: Southold St: New York Zip: 11971 Building Permit#: 41066 Section: 79 Block: 7 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT' DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY r Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches P20 Twist Lock El Exit Fixtures 11 TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY' - "NO VISUAL DEFECTS" Basement and First Floor, 2- Paddle Fans, 2- Exhaust Fans, 1- Exhaust Hood, Notes: 6 ft. Lighting Track, 5 ft. Plug Mold, 2- Combination Smoke/CO Detectors. Inspector Signature: Date: January 10, 2017 0-Cert Electrical Compliance FormAs 'qf SOUl�O�r,� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� Southold,NY 11971-0959 Q '� lyC4UNTY,�,c D [Ec�U�/]� BUILDING DEPARTMENT v DD TOWN OF SOUTHOLD FEB 2 2017 BUILDING DEPT. TOWN OFSOiTTHOLD CERTIFICATION Date: 2- Building Building Permit No. Owner: (Please pri Plumber: lease p i I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumber i nature) Sworn to before me this OA day of Y , 20 17 Notary Public, SU County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20l SOP SOUTy how olo o�yco TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ eSLATION U FRAMING / STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARQMIh u L DATE -;.h INSPECTO (� ` �Of SOUjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [A FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ! Vee k &kzdlbt"� DATE INSPECTOR BOE SOply �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �2100o1 C'O 66aO' OK �V- C - LX.,V�'An'&lfC840-ke- w► Ar �- --- E4,f� !!5;-n5pglEotV. DATE 1 D INSPECTOR SOUjyolo 0 �commv,� 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: DATE l© 1 INSPECTOR : RHITECTC MARK SCHWARTZ &ASSOCIATES 28495 ildain Road•PO Box 933®Cutchoguc, NY 11935 631.734.4185 1 www.mharchitcct.com January 03,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: Gibbs Residence 305 Leeward Drive Southold,New York To whom it may concern, I have been on site during portions of the construction for the Sun Room,the deck,the Master Bathroom and finished basement for the aforementioned project. I have reviewed the foundations, framing,strapping,rough plumbing and the insulation. To the best of my knowledge,the work described has been completed as per plans and meets or exceeds New York State Code. Please call this office if you have any questions or require additional information. Sincerely, Mark Schwartz JAN 5 2017 BUILDING DEPT. TOWN OF SOUTHOLD C S A1A Membei Anioncan 1w tittiie of Arclutectuti FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ C FOUNDATION (2ND) z - o H FRAMING& ROUGH y PLUMBING . r INSULATION PER N.Y. y STATE ENERGY CODE c Sc Z 1 l move + vi! yQ/�I'� Com;�c,�id�ate/ ✓ T FINAL ;o !(� w►olti G O o OIG ADDITIONAL COMMENTSar— m" c-- ei AVA- tNh i 0 C u` ;z rn t 4,J G" 11,A�oMA�►fir�, o Qe IS H � O - z b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 ; 4 sets of Building Plans TEL:,(631) 765-1802 - Planning Board approval FAX: (631) 765-9502 Survey Sou tholdTown.NorthFork.net PERMIT NO. 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: J<_ ,6W6R f- Disapproved a/ If Phone: I Expiration 20 ' 5 ui 'ng I 11spectoQ IIS LL55 V LL55 )PPLICATION FOR BUILDING PERMIT SEP 2 8 2016 Date � 2� ; �p , 20 INSTRUCTIONS BUILDING DEPT. ff0F&NfflMQU19MRe 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'amendmdnts 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, ant, architect gineer, general contractor, electrician, plumber or builder Name of owner-of premises I"! (As on the tax roll or latest deed) If applicant is,4 corp9rat16n','signature of duly authorized officer (Name and title of.corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location�land on which proposed w�c will e do"Viih: QU House Number Street Hamlet County Tax Map No. 1000 Section Block t!9 7 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an_d intended!Ise and occupancy f f proposed construction: a. Existing use and occupancy L6 f,4,0 7 L f L In Y. cr-A4 b. Intended use and occupancy 1r✓ �� �rd1� I L, 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 If business, qjp�nmer�l or ixed of cy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height I I Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of S,tgries 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YESZ NO 13. Will lot be re-graded? YES NO-/—Will excess fill be removed from premises? YESY NO 14.Names of Owner of pre es 6 JAddress Phone No. 4-� Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1`0 * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE 1EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES No * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ZX * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS:'/ COUNTY OF j�(f���1`� . / -[ being duly sworn, deposes and says tl-iat(66Wl1 a96i r t (Name of individual signing contract)above named, Notary Public, State of New York No.01 BU6185050 (S)He is the Ae G' 1 Qualified in Suffolk County (Con ractor,Agent, Cor orate Officer, etc.) Commission Expires Ppril 14, _ UCA 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 jo,before me this - day ofd 20 )Qp ; Notary Public -Signature of Applicant Scott A. Russell J SSU � ST�O�J[�I��IWA\T)EIR, s�r>�ER�s®�a co � I��/1CA\ISA\(G�]El��l[1E1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road7_SOUTHOLD,NEW YORK 11971 Town ofSouthold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 7[HHS PROJECT INVOLVE ANY OF 'g'l('f]E )FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more 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. ® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted - orr-FIRM M-ap of-any-watercorrrse.-- ❑ 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,D tan Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. Dtstnct NAME. _�T 21 t 5—e-tcttiion Block Lot Reviewed vvj FOR BUILDING DEPARTMENT USE ONLY T Contact information: — — T ! o 'A "� "`�� t eteplrone A'umt¢r� - - — — — — — - - — — — — — — 'l�—� Property Address/ Location of Construction Work: — — — — — — — — Date "'6`p���- �'®�/ , ® Approved for processing Building Permit. 6A— �C Stormwater Management Control Plan Not Required. 6 - - - - - - - - - - - - - - - - - ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 SO!/lyQl 0 Town Hall Annex l ( J _'Telephone(631)765-1802 54375 Main Road N Cd (631)765..-9512 P.O.Box 1179 G �� roger.richert(a- own.souod.ny.us Southold,NY 11971-0959 �Qly'COIIN'i`I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: �7 D Company Name: Name: , rn , License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 0 `5_ ��_l� 0 rZ *Cross Street: *Phone No.: Permit No.: y Tax Map District: 1000 Section:�_ Block:. Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) As (Please Circle All That Apply) *Is job ready for inspection: YES O Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION e po 82-Request for Inspection Form North Road Commons Suite 16 MUM �0�� 22355 Route 43 (North Road) IJ�`J U Cutchogue, New York 11935 (631) 734-6666 FAX 734-6670 NAME DATE OF ORDER ADDRESS / �� RES PHONE Vl 3 BUS PHONE INSURANCE CO/AGENT POLICY NO 5­12- 6o g~/ ADDRESS YEAR,MAKE,MODEL DELIVERY DIRECTIONS 1 2e17 ❑ FURNISH&INSTALL SOLD BY CASH - CHECK C ONACCT ❑ FURNISH ONLY TO OF OU'TH LD ❑ WILL CALL ❑ DELIVER QTY. SIZE - :-" . DESCRIPTION AMOUNT I 1� 5�� I ` I ---------------- DESCRIPTION OF WORK (/ I I - f7I I I I I STATEMENT OF AUTHORIZATION AND SATISFACTION TOTAL MATERIAL Replacement or repair has been made to my satisfaction and I TOTAL hereby authorize the above Insurance company to pay direct In full to LABOR the above listed firm for said Installation If for any reason the Insurance company does not pay for these repairs or replacements, the below signed agrees to pay for said repairs or replacement TAX I SUB-TOTAL SIGNATURE I ❑DEPOSIT ❑DEDUCTIBLE RECEIVED BY - - DATE TOTAL I L Pontino, Susan From: Mark <mksarchitect@optonline.net> Sent: Tuesday,January 03, 2017 9:07 AM To: Pontino, Susan Cc: Mark Subject: Re: Gibbs Happy New Year...so far so good!!! Yes, I'll take care of the certification. Sent from my Whone On Jan 3, 2017,at 8:54 AM, Pontino,Susan<susan.pontino@town.southold.nv.us>wrote: Happy New YearH Hope you had a nice weekend...back to reality. Are doing the certification letter John required at the final inspection? Susan Pontino Clerk/Typist Southold Town Building Department i 04 @ � � � d TOWN OF SOUTHOLD PROPERTY RMMD CARD .~ w OWNER a STREET S VILLAGE [?IST. ' SUB. LOT�� yFPWER ER N :.-e..�1 -r 1 S`I-t t E ACR. r S � Nr TYPE dF BUILDING SEAS. /VL? FARM M comm.C ommCB. MICS. Mkt Value ow LAND IMS. TOTAL DATE REMARKS w co a _ - oZrso /moo c7 f�► - Q L lilt s .4� QS o /0 ;7 4o'j' l �7�rer RIC UD s C � 25r 13 ,yob Lo m - Lo w m Lo �'lable . 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FOUNDATION - TWO REQUIRED IN MY PROFFESSIONAL OPINION, THIS CONSTRUCTION FOR POURED CONCRETE 1 OCCURED PRIOR TO THE BUILDING CODE CHANGE OF 2. ROUGH - FRAMING & PLUMB!NG JANUARY 2003. THESE PLANS ARE NOT A CERTIFICATION s. INSULATION ri r---N -( OF EXISTING AS-BUILT STRUCTURE COMPONENTS. 4. FINAL - CONSTRUCTION MUST CERTAIN COMPONENTS OF STRUCTURE COULD NOT BE BE COMPLETE FOR C.O. EXAMINED THROUGH A ONE TIME VISUAL INSPECTION. ALL CONSTRUCTION SHALL MEET THE S ( � � � ( t REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. UNOFF •IDSfATN1ESSTEB i� r r t ( I �I I 1t � � I � W�� W, RETAIN STORPJI WATER R COi:r�;'L°�°WITH ;yL� CODES OF ( i 1 n wWOODSCREWSWO.0 NEW YORK STS,-f E & TOWN CODES 1 1 1 I ( ( t l ( I I I t PURSUANT TO CHAPTER 23 1 1r I 1 1 f i OF THETOWN OppE. AS REQUIRED .A In SOF ' ��-�- - DRY WELLS TO BE 10 MIN. ��TH>NG REScheck Software Version 4 fi U �\ I 'APA RATED SHEATHING ' ' • • SOU: el�i.' i ,'1' l� AWAY FROM HOUSE ':a r�,IvrY� u o .RD z GR - I / GRADEPLTWOOD ■ ,- 1 (ILtERNA7IVNE:7/16.O.SBJ 1 , I Comptiancue Certificate--. .= -- - r ® uYAPARAIEDSIIFATH9IG � C(1 nt n^r•er��aI1C'..GC O GRADE PLYWOODI..�i„:TG's' ® (ALTERWITNNE:7116'0.18.) ' �, I I z #IDSTA"AFSSSTEa t OM1 GALVANIZED 7k+DED2 w000smEwsw/ STUDS- WASHERS Project � 0 1r O.C., / wemDW SILL TYPICAL WINDOW OPENING ' I ' 1 Energy Code: 2010 New Torn Energy Conservation O C C U PAN CY 0 R O ^U (LESS THAN 4'-OXS'-V OPENING) ( t I ' I t ,� - Suffolk Covrsi�.New York � I I I I I WASHERS•Ir D.C. f 4 wDDDSrnEwSW� hoiectTypcConwbucOm 7 Addil�eaf'amily TYPICAL DOOR OPENING amnte 2oree: 4 (ilio HDD) P LU BgG W pSEo USE I S UNLAWFUL Q 0 (LESS THAN 4'-0X8'-0"OPENING) 2-2X MULTIPLE#2 STUDS OD AONNE uEs (] TOGETHER WITHSDSODNNSTFD PeffnitDate: �Q�Y���r11 NoNERING WITHOUT CERTIFICATE W TDGEOIEH WITH srAOdESS STEEL NEW ROOF AREA: 225 SQ. FT. C� r `tNES�.! � O OR GALVINIZED BOLTS W/WASHERS AND FABS®r-0'DG @100% RUNOFF, 27HR.: 38 CU. FT. PermBt Number. BESTING EEFOR OF OCCUPANCY _ TYPICAL MULTIPLE OPENINGS '� CONNECT TO EX. DRYWELL g g (MORE THAN 4'-0XB'-0"OPENING) COnSVLTCtiOn 5102: O'lvnedA 2r1T: Desi r1eelContractor_ 81285 HOUSE Mark S&waltr•Ard+itect 1 Q ARD RNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SOUTR LE0.My rvE P-o.etgue, salm}a�D.Nr a,ocl,ogtle,Nr 11935 ' WIND-BORNE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING FN LEA .. CETENT LUM AS PEIi TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE ( ) "i1Ce1�' lgi6`�O�°vi11ir LEAD..CONTENT BEFD � A WINDBOIRNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" F GCCJF' 1N A4 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO GERTI- IP�T��E a O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL _- _ {r CONSTRlU TION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SED IN WATE U ALL PANEELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWAIRE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Gompllarxe -!%Better Than Cede II.tdene4 01 I Year— 4)5 .x�..._w.u•71rR�...�,PNYda1.•.�.desW.l+.c.ttwi.ua.:l...a.,ma.b•a..iFP,J1b. , SUi?'PLYSI�STEti1+�ANNO � En w ■Dom Wff�._.._"ff.�,moW-aftif'Aftamk�.� h-0. CEEDPilo OF 1%�. 11/4 1V4 3 11/2 11/4 Envelope Assemblies %::: ..:........ O LAV. W.C. 13. U F.A.I. B SHOVER 1 Floor 1:All-Wood)oil rinitsmOver UIncondEtioned Space 182 21.0 0.0 0.044 8 1 V4 2 3 2 Wall 1:Wood Frwne,15'o.r- 325 19.0 0.0 0im 18 C.O.I I C.O. Wiltdowr 2:Wood Frw w0oablle Pane w?th law-E 33 01320 11 { 3 3 Ce&g 1:Fiat Ceding or Sci mm Trus 97 21.0 0.0 01.047 5 4 — Ce17mg 2:Cathedral Ceiling 15 21.0 0.0 01.042 4 TO APROVED SLOPE"1/4"PER FOOT PITCH TO DRAIN a"C.I. SEPTIC SYSTEM Cbrnpirenoe State ynmt The proposed Guiding design desrnbed hese a consistent w?ch the building piens,specifications,and other eainuletbns subntieted with a pesmle application_The proposed building has been designed to meet the 2010 New York Enesrgy TRAP HOUSE the rt Scfie rt Corlatruction Code regeirements in RESCheck Version 4.9.0 and to comply with the mandatory requirements listed in the RESchedr Mespes tion C h a d dst 2x4 PLUMBING SCHEMATIC a�-Title Signature � }} PLU o A � PLYWVOOD 2X8 RIDGE @16 OC 3 N.T.S. � A GUSSETS - - - - 2X8 2X8 RR @16"OC 12 _ _ _ 2X6 CJ @16"OC M i a Project Tide: Report date: 031OSnS ...�._` Data filename:C:WsersiDrafdng 5cationrpocumentslRESchecimle85.fd Page 1 of 1 2 2X10 '-` (2) 2X10 ( � 4'-0" 6'-4" 12'-2" 9'-6" 01 10 I 1 � °C1 0 11 W W t"t Cf) O V V M I 1 N CO X ,� u ..r N I o 2X6 STUD - N y rJ I O I v 1 C1 � V WALL (TYP.) pp I w � � Lu O � � Lu w o � ° � � 0 �, I001 � � 1ST N N ^ �I � W ^N 3/4" SUBFLOOR - - - - Zw 2X8 FJ @lb"OC 2X6 SILL PLATE 20' 1" u TERMITE SHIELD t o SILL SEAL H 8 CONC. O AS-BUILT DECK B LK. WALL LID 1 N 1 LU ( ( N � @16"OC O t 1 to r 2" CONC. SLAB �' --------- N ------- • • N ' U � N vI, AS-BUILT � � • o =� BATH AS-BUILT [1V' — — — - }} }} 2X6 CJ 16"CK 2X6 16'OC - - — 1 b X8 SUN ROOM � CONC. FTG. (2)2X10 HDR. DRAWN: MH/MS � $CROSS SECTION ,"a•? . SCALE: 1/4"=1'-0" ?�. _ JOB#: I - � Off' SHEET NUMBER: FLOOR PLAN �, �� September 28,2016 i & 2"A -� SCALE : 1/2" = 1 SCALE: 1/4" = 1' fo>_ N� A-2 I ; I REVISIONS: I i` I I ---------------- ------------------- 1 i 1 f i t1 12 2X6 2 2X6 ' CONC.PIERS ' (TYP) � 1 1 , I ' � 1 , (2}2X6 _ (2)2X6 ----------------- ------------------ j �.� -(2)2X12 GIRDER ^ (2)2X12 GIRDER a � . . . . . . . . . ..0 15'-1" ti}1� H -------------------------------------------- W -------------------------------------------1 ----------------------------------------, 1 . I I I 1 1 V1 1 i I I W I 1 1 1 V AS-BUILT AS-BUILT CRAWL SPACE 1 1 AS-BUILT DECK N CN CRAWL SPACE ABOVE JOIST HANGERS TO 8"CONC.BLK.WALL w/16"X8"CONC.FTG. LEDGER BOARD oll � o w �D } � BATH STORAGE CLOSET M STAIRS TO GRADE FINISHED BASEMENT » i 9 —1 i Won Won 00 o m 4 5 o ----------------- f-- °- x �n ^: v o O -------- x c W 1 PRIVATE STORAGE CLOSET 40 c � (LOCKED) .� rl � c00v 0 a 0 W Rr GARAGE ABOVE I UTILITY ROOM EW-1 Uu PORCH ABOVE O 1 N FOUNDATION PLAN , SCALE: 1/4" - V i i I DRAWN: MH/MS * Ss SCALE: 1/4"=1'-0" 1 JOB#: September 28,2016 • � ° `' �(� � SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER • CRIPPLE STUD WALL STUD BOTTOM PLATE RIDGE ° HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST �' i JACK STUDS RAFTER i FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOC ATION USP NUMBER DESC RIPTION APPLIC ATION LOCATION USP NUMBER DESCRIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC { WALL STUD Z I THROUGH-ROOF EXHAUST O v� VENTS SELECTED AND LOCATED BY CONTRACTOR H METAL STRAP � W CRICKET AT TOP-SIDE OF A RIM BOARD CHIMNEY RAFTER ASNREQUIRED TILATION CHANNEL � Z SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN O ` jVENTILATION u SIDEWALL FLASHING WOOD JOIST FOUNDATION ' ' ' ' l TOP PLATE B LOC KING F~-1 FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST ry.� O AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8"' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT Q�u RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'0" O.C. �� AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIP1fI0N APPLICATION SOFFITED EAVE 8" - 14"' LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ~~~~, AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ' INSTALL 4'0" O.C. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TION N ROOF VENTILATION 14" - 16'x" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO ROFF VE TILTEAVDETAIL OVER BEARING WALLS AND HEADERS ON ALL OPENINGS '� KEEP ROOFING NAILS OUT EACH RAFTER 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O A � WOOD JOIST FTI A TOP PLATE - F•L� C » GIRDER/HEADER W SIDE WALL FLASHING ^ a 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC y C p WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD r M FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION v AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 18" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER t0 PLATE AIR PASSAGE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EAC H STUD DBL. SILL PLATE TERMITE SHIELD +, SILL GASKET FLOOR STS N � / -- M WOODcf) 4 �" o CONC. SLAB ' NEOPRENE ��— m n 4; TYP. CONC. FOUNDATION ( A 6 MIL. POLY GASKET ~` ' o m ,^ DAMPPROOF EXTERIOR �, GRANULAR FILL - U `� ; ' 2x6 /2x8 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR , , ° ` , r, +, ° V STEEL COLUMN BOLTED TO STEEL BEAM WITH O P, u A �.` ; 1/2 " DIA. B (gOLTS ® 48" o.c. STAG. �'+ �+ w .p 4 o' � kVIP LY z y u a , ROOF JACK cc �� STEEL BEAM A u CONC. SLAB `p - �', // II ',\� �° ° C .p ANCHOR BOLT EMBEDMENT: ,p eb COMPACT FILL POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL A' n 8 p u BLOCK WALL: 15" ROOFING LAPS ` V a a FLASHING AT ` i TOP AND,BOTTOM PLATE '�' � M a; KEYWAY FOOTING a /� 4 G �� WITH 1/2 x 6" ANCHOR BOLT U v a Q`p • =� Q CONC. FTG. 'p Q'p o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP N otz ° : 4 ANCHOR BOLT CONNECTION s • • (USP LBPS58 OR BP583) �� 1/2" GROUT p REINFORCING BAR �. 0 W DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - i I i '� 3" STEEL COLUMN C, SUPPORTII•VG MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING ("+ ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC u V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL I CONC. �--SUB FLOOR 6X6 10/10 WWM I DOOR FRAME o� COMPACT FILL , GARAGE ---►� DOOR G JOIST � USE 2X8 �✓ ~. FOR B LOC KOUT STEEL BEAM Q, 4" SLAB = P.T. PLATE W/ 6X6 WMM \ SLOPE '- 4"DRIVEWAY 1/2" AIR SPACE • a' —® NOTCH JOIST AND ADJUST HEIGHT '_ �,yF a AT END ANDES OF WOOD ." � 1 `�" •° � ° (WITH A NAILING PLATE IF NEEDED) � ' 't p • • ° • ° ° a o TO BE APROX. 1/2" OR HIGHER THAN GRADE 4 " -- -----«--=--: BEAMS u�� D o' O STEEL BEAM TO ALLOW FOR SHRINKAGE �i ZA e 4 e 4 ° 4 <%,. 16 a ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) s 4 • a • �y D ,'C :D C 6X6 W.W.M. •- -� e - �e C° a �r 12" ��NOTCH BEAM FOR MUDSILIL IF REQUIRED -- MAXIMUM 4 MIN. .a a �� Q.p Q,p n�� NOTCH EQUALS 1/4 DEPTH OF BEAM p p • o •a 4 REINFORCING BAR ° a 1�'---SUB FLOOR ' • C �� REINFORCING BAR ° • aa c ° I i-I I DRAIN TILE �4—�I �• �•' IST 4 12" 'a d° SHEET METAL / 30# FELT UNDER BEAM AT POINT ° 6'A 0 OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i STEEL BEAMw-, 3" IF TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a•° an SHIMS TO LEVEL BEAM (BOLTED TO BEAM _ PLATE INN S REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. O .` ' DRAWN: MH MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE• 1/4"=1'-0" BEAM POCKET i JOB#: September 28,2016 SHEET NUMBER: -a0 ; �` P N ' i I REVISIONS: i NAILING SCHEDULE NYS CODE: 2010 EDITION ) PLAN CONTENTS: GENERAL NOTESWIND FRAMING NOTES ROOF FRAMING: 1). RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, q JOINT DESCRIPTION NOTES the number of 10d common nails re uired QTY, SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3}.WALL-TO-WALL ASSEMBLY: DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER - END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under Z construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 O precautions and programs in connection with the work. There are no warranties for a bottom plate, q QTY. SPACING (DESIGNED FOR CAT.C) 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY I--� W En specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Q Z INTERSECTIONS 4- l6d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Q Z i 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufactures specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL U attached with 8d common nails at 6"o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: [--� 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® SEE FLOOR PLANS HEADER ALONG EDGES NAIL �"'� Eel such as bookcases, shelving, pantry, closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified � Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION p 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: 6Type11 exterior EXTERIOR rwai A hWAmeet ttheLL lrequireements of table 3.15a-b times the appropriate PER FACE NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMONCLIMATIC & GEOGRAPHIC DESIGN CRITERIA � 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOR FRAMING. DEC"AY HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES j 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 LBS. 120 B SEVERE 3 FT. 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4- 8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE e Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be NOTES installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 2 - 8d COMMON EACH TOE 5}. Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS N to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. ( } 3 - 16d COMMON °� @ NOTE: 2 FOR PANEL FIELD � SILL-OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL O A A 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: T ON LEDGER 3 - 8d COMMON PER TOE NOTES JOIST o 7). Damppraof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 -16d COMMON � kn Cn 4 g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, c � 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 -16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " " g F S H EAT 1 N 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. a 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. J CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD o „ otherwise. ) g g g JOINT DESCRIPTION M N S E Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) r, M a u 4' EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12" O.C. U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x M Sd COOLERS ° m � Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 d � o° :i~ openings. LVL headers to have (3)jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. G x o 8 WALL SHEATHING: w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES - z U 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o v LO \ openings between 41 and 6 0 and 2x6 wall openings between 511 and 8'9. Provide fire 00 to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. - and blocking where applicable. QT`Y. SPACINGi 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment re uirements shall U 8d COMMON )• g g q • 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. tn U n anchors where applicable to all connecting joists. PLUMBING NOTES " oo 7/16 OSB 3 O.C. EDGE N c �, 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o W G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tole installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE g 5d COOLERS on plans. WALLBOARD 10 O.C . FIELD 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o ) p Y g p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and lags to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P p fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS sa coMMo 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U 9 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists V OR LESS 12" O.C. FIELD D HVAC SYSTEM NOTES NOTES as required by current NYS Residential Code•FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shalt be provided in wood frame construction in the following locations. H needed. 2 . HVAC subcontractor is to full coordinate all s stem data and re uirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. } y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ii SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1),NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 94 p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g 2). When wall sheathing is contiinuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. �,� members,the tabulated number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Residential Code. � 't to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. ) g q y 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM -�. DRAWN: MH/MS SCALE: 1/4"=1'-0" torch own type materia over. Its 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to � , JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. .�.�A 233 '-A September 28,2016 SHEET NUMBER: e o i A�4