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HomeMy WebLinkAbout40803-Z Town of Southold 2/1/2017 ` P.O.Box 1179 dd 53095 Main Rd Southold,New York 11971 N CERTIFICATE OF OCCUPANCY No: 38710 Date: 12/15/2016 THIS CERTIFIES that the building ALTERATION Location of Property: 21515 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 135.-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/13/2016 pursuant to which Building Permit No. 40803 dated 6/28/2016 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Adimey,Marijo&Lugris,Veronica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40803 11-03-2016 PLUMBERS CERTIFICATION DATED 11-11-2016 h T ,S Orlo%vsl i ,11O i ,tl Signature so FBIK�P TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY yhpl � 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#: 40803 Date: 6/28/2016 Permission is hereby granted to: Mcdonald, Mark PO BOX 1000 Southold, NY 11971 To: construct interior alterations (including new windows) to existing single-family dwelling_ as applied for. At premises located at: 21515 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 135.-1-5 Pursuant to application dated 6/13/2016 and approved by the Building Inspector. To expire on 12/28/2017. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $886.40 CO -ALTERATION TO DWELLING $50.00 Total: $936.40 BuilAInspecLtor - 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 I. 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$15.00 Date. New Construction: Old or Pre-existing Building: (checkone) Location of Property: 2io7 —fa atl® (f 1z�4J d av,171 qLo House No. Street �/ Hamlet Owner or Owners of Property: � Y 0 K C G (�' Suffolk County Tax Map No 1000, Section 9 LIT Block_ ® � Lot ®� Subdivision Filed Map. Lot: Permit No. o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one Fee Submitted:$ �b Applic Sign re OF SOUlyo� ®47 V � TOWN OF SOUTHOLD BUILDING DEPT. 765-1.802 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 INSPECTOR r - Of SOUTy�Io s �o 40cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ '] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR ------------ SOpl�o cou 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: i OVl kArwl Dl f C nrlDk2 C` � �P�r�l'oh t of t hIrdSrs l S .� � �IC�P�.- �iuh� Qi �J- VI r?•Ci• Swr( DATE INSPECTOR OF SOOI�olo ,Duo,NccT� 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: O K 0 14 SWIM 1"4- so(le- CO& CA44�u&� - -r '�Insu( --'or✓ -a DATE l INSPECTOR % opo S �cF OUTy h�� Ol0 N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CG to "rIj o DATE l INSPECTOR pF SOUj�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G., ® �Q roger.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 Q �y10UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Adimey Address: 21515 Soundview Avenue City: Southold St: New York Zip: 11971 Building Permit#: 40803 Section 135 Block: 1 Lot. 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 37 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 10 Smoke Detectors 3 Main Panel 200 A/C Condenser 1 Single Recpt 7 Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200 Switches R41 Twist Lock Exit Fixtures TVSSEl Other Equipment: 1- Exhaust Hood, 5- Paddle Fans, 1-Combination Smoke/CO Detector, 11 ARC Fault Circuit Breakers Notes: Inspector Signature: Date: November 3, 2016 0-81-Cert Electrical Compliance Form.xls oF sat]ryolo Town Hall Annex a Telephone(631)765-1802 54375 Main Road h= Fax(631)765-9502 P.O.Box 1179 - Y� Southold,NY 11971-0959 O BUILDING DEPARTMENT DD TOWN OF SOUTHOLD DEC - 1 2016 i? aDIN F DEPT- 1)2? D CERTIFICATION Date: Building Permit No. 7 o eaj Owner: A44r, (Please print) Plumber: jigme$ (011WS ), JG PW-61h Aok--p (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. cul f (Plumbers Signature) Sworn to before me this l day o VyAC 20 PATIENCE STEVENSON SCOTT Notary Public,State of NewYork No.01SC6252170 Qualified In Suffolk County Cemmisslon ExPires December 05,2019 NotaryPublic, U 6 County CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Nl•'n Road•PO Box 933•Cutchogue, NY 11935 D 3 LpflyfffTcl�Ntcct.corn D December 12,2016 DEC 1 3 2016 BUILDING DEPS. TOWN OF SOUTHOLD Southold Town Building Department P.O. Box 1179 Main Road Southold,New York 11971 Re: Adimey Lugris House 21515 Sound View Avenue Southold,New York Permit#40803 To Whom This May Concern: I have been on site during construction and reviewed portions of the project including the footings, strapping,framing,rough plumbing and insulation work. I hereby certify,to the best of my knowledge,this work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz A a 1 Q I AIA Member America;t lmsul-a to of Ai cbitecture i I RFUITECT JIMARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.mksarchitcct.com J December 12,2016 i Southold Town Building Department P.O. Box 1179 Main Road Southold;New York 11971 Re: Adimey Lugris House 21515 Sound View Avenue Southold,New York Permit#40803 To Whom This May Concern: I have been on site during construction and reviewed portions of the project including the strapping, framing,'rough plumbing and insulation work. I hereby certify,to the best of my knowledge,this work has been completed as per plans and meets or exceeds NYS code requirements. a Please call this office if you have any questions or require additional information. I Very truly yours, op Mark Schwartz D 1 DEC 1 2 2016 BUILDING DEPT. A TOWN OF SOUTHOLD j AiA Member American Jmtiiute of Archxtectuic j lolffers MIMI� i Ing i I / ' /vim, � 1IJ i.� STATE ENERGY � -AP .� M III! 11774-m _ � r v�r ' u n • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 .- 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. - Check Septic Form N.Y.S.D.E.C. T „ Trustees C.O.Application J � Flood Permit Examined ,20 Single&Separate Storm-Water Assessment For n Contact: Approved ,20d Mail to: �� G' 2— Disapproved a/c i Phone: Expiration 1A '20 Bu ng ector 2 ��� 13 �10 PPLICATION FOR BUILDING PERMIT / - Date ®� � f � , 20 BUILDING DEPT'. INSTRUCTIONS - TOWN OF SOUTHOLD a. This application MUST be completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings,on premises, relationship to adjoining premises or public streets or areas, and waterways. , c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit'to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work author"ized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning"amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and'other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,-and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architeD, engineer, general contractor, electrician, plumber or builder Name of owner of premises Af a 4,0 //HE VOW 0A) !Gd L 6/4;;� w .. (As on the tax roll or-latest deed) If applicant•is,a co rporation,'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. Lo > laid on whir 4�1 w- C/ I l be done: - ,� ��/Pit� l'/ — �t�fir' 7P�y G House Number Street Hamlet County Tax Map No. 1000 Section 3 Block © Lot a Subdivision' Filed Map No. Lot 2. State existing use and occupancy of prermise/ss a4d ' tenddeed use and occupancy of ro osed construction: a. Existing use and occupancy l C 5'/e4? b. Intended use and occupancy !N !o G l 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work UIN. aaZ sia/ ie.JG (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of,cars 6. If busine s commercialrm�occ}ipancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front t � 'J� Rear _ Depth Height Number f ' nes L_r' G_,i 8. Dimensions of entire new construction: Ffonf Rear '""� Ieptl = 1 Height Number of Stories 9. Size of to . rron v ao ks Depth 4:ft 4`.* 1 SQA �4;'4_• _ . .. 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1� 12. Does proposed construction violate any zoning law, ordinance'or regulation? YES NO� 13. Will lot be re-graded? YES NO ill excess•fill be removed from premises? YE'�X NO 14. Names of Owner of pr ises � Address Phone No. 91 T &- 4-/9Z Name of Architect JC 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 IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.-PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF U PC being duly sworn, deposes and say P-,IJAMnt (Na e of individual signing contract)abo a named, No.0188611 yp w Yak �-- Qualified in&Wolk County (S)He is the C®mmisslon Expires April 14 2 620 (Contractor,Agent, Corpo ate Offi r, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day dTL/,,/V 20 Notary Public Signature of Applicant 1 t� Scott A. Russell STO��[�I�� WA\TJER, svPERvisoR z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 4 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti�o� R Town of Southold I CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ~ DOES THHS (PROJECT INVOLVE ANY OF THE 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 - - - --on FIRM-Map-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 @I 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: (Prolyrty Owner,Design rof tonal,Agent,Contractor,Other) S.C.T.M. #: 1000 Date / 3 DuDtrtc/t NAME: �� (P, i Section Block Lot FOR BUILDING DEPARTNIENT USE ONLY Contact Information: r ( D Reviewed By: — — Date_ — Property Address/ Location of Construction Work: — — — — — — — — — — — — Approved for processing Building Permit. cJ � (/ Stormwater Management Control Plan Not Required. CFO 417 "tl1 ® Stormwater Management Control Plan i5 Required (Forward to Engineering Department for Review.) FORM # SMCP=TOS MAY 2014 so Tom ELD Annex Telephonc(631)765-1802 54875 Main Road '�)7rRA P.O.Box 1179 4rocIer.richert(gtfiAoIN.n SoathQld,NY 11971-069 BUILDING DEPARTMENF TOWNOFSOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION R EQUESTER Date: L4/I Lo rr CompanyName: rnV— Y Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address* k-)y *Cross Street: *Phone No.: CP-BI L4-&4- Pen-nit No.: 4oso- Tax Map District-. 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ho AV— am 0 isg, (Please Circle AM That Apply) *Isjob ready for inspection: 0 Rough In Final S ) C*Do you need a Temp Certificate: NO iD Q Temp Information (If needed) *8erAce Size: I Phase Vhasp— 100 150 200 356 400 Other *New Service: Re-conne Undergroun Number of Deters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for lInspection Form 1 � C� � m J� RHITECT MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mharchitect.com June 27,2016 Southold Town Building Department P.O. Box 1179 Main Road Southold,New York 11971 Re: Adimey and Lugris Residence 21515 Soundview Avenue Southold,New York To Whom This May Concern: The existing residence at 21515 Soundview Avenue has a building footprint of 1636 square feet. The foundation,first floor joists,subfloor,exterior walls and roofing shall remain. Interior alterations to the south portion, approximately 964 square feet,will have interior walls removed and replaced as shown on plans. Cathedral ceilings are also proposed in bedrooms and main Living area. This project is not a demolition based on the Town definition. Please call this office if you have any questions or require additional information. Very truly yours, OML� JUN 2 6 2016 BUILDING DEPT. ({` TOWN OF SOUTHOLD Mark Schwartz IA Ylember Amencan Insiitute of Archttectine Bunch, Connie From: Bunch, Connie Sent: Tuesday, December 13, 2016 8:47 AM To: Mark K. Schwartz (mksarchitect@optonline.net) Subject: Adimey Lugris House 21515 Sound View Avenue The owner dropped off the certification letter and you certified the strapping,framing, rough plumbing and insulation. John also asked for certification of the footings. If possible, can you add that on and email it to me? BP 40803. Thanks Connie 1 SURVEY OF PROPERTY LONG ' ISLAND SO UND SITUATE SOUTHOLD TOWN OF SOUTHO,LD SUFFOLK COUNTY, NEW YORK N 89'58'35" WOODMFORANN98.57' Tem , wu p S.C. TAX NO. 1000-135-01-05 �°"e sA __ n YVA Stamm ? SCALE 1"=20' juLO �g�1qpp 7Fy JANUARY 5, 2011 1ppARTNT oe °�Da 2010 I to ECX N eoTTaM OF eLurr JANUARY 29, 2011 VERIFY HIGH WATER MARK & TOE OF BLUFF waDD PUA+as�ieL2 ' L o x ��i AS STEPS a , A �1P. luxxIM x - w000 DECX AREA = 15,581 sq. ft. xXu x� Sn � - 1 (TO TIE LINE) 0.358 cc. x2bB ``. 9• � , et1lnl 1 I , 11.t Au 7d7 COASTAL ER9SIDN I 'T , c � �Y'0 COASTAL ER"SION HAZARD UNE AS SCA - �AHOTO N AZARD AREA MAP �D FROM ' g o• 15-578-83 SHEET 10 OF 49 LA 3 J 229? dl' d N v 1. ELEVATIONS ARE REFERENCED TO N:G.V.D. 1929 DATUM gat 1 STORY FRAME HOUSE sJ, N EXISTING ELEVATIONS ARE SHOWN THUS:s.c N - I FFL - FIRST FLOOR FL GARAGE FLOOR �BT TOP OMBH B WITOM OOr k HEAD F BwBOOL 0 , BOTTOM F WALL ROOF y, SLATE 17e .. tq 222E �rLONC y y'L+a - 5+19 f=11 �G1 m 1 $ pA ti I ' a. 6 xmj ° 1' a+ ata m od � 244 Ln ul - • PREP M ACLOTmANCE WITH THE MINIMUM " v PREP D TME SURVEYS AS ESTABLISHED 0. FLPTED NYKS 6Y EAPPROVED LAND I r I 5� A-tpFTCO 10ro nm IAHP POST * Yt CONO MdL '. k RNL MCL ti 20„ W 'S 8 44 ' •• 50.00" •4. +• ' W ID % \ NY.S Le No 50467 • ' x UNAUTHORIZED ALTERAPON OR ADDITION ' \ TO THIS SURVEY Is A VIOLATION OF VIEW .AVENUE 4 EDUCAT LA THE1 IIY�"�'A� Nathan Taft Corwin III SECTION!LAW -� 'T COPIES OF THIS SVFtVEY NPP Nor SEARING ® V + THE SSD SURVESRQ NNEO SEAL Land Surveyor THE LAND SELL SHALL NOT BE CONSIDER® TO BE A VALID TRUE COPY „ CERRNCATI NIS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SUR,E1' I M PREPARED.ARD ON HIS ED{AI.F TD THE Successor To.Stonloy J leakeen,Jf LS ' TALE COMPANY GOVERNMDITAL AGENCY AND Joseph A Ingegno LS ti LENDING INSn1U110N LISTED HEREON.AND It ON CCEERR�FlG OF NS ME NOPRANST�ERABIE Tills Surveys—Subdrvismons — $ta Plans — ConatnrcLon Layaul ' I PHONE(631)727-2090 Fox(631)727-1727 ' THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MMUNC ADDRESS ANY,G.NOTEASE SHOMWN AREFNOTCOUOARAMTEEO1586 L1ain Rood P.0 Box 16 ' pt Jameeport,New York 11947 Jomesport.New York 11947 Z-/0o DC SERIES COMBI : . 0. s .0 ® DISTANCE FROM RECOMMENDED DISTANCE : SURFACE COMBUSTIBLE FOR INSTALLATION AND SURFACES SERVICE Front 2" 24" , y Rear 0" 0" Left Side, 1.511 6" (labels may be difficult to read with reduced clearance) Right Side 4" 6" (labels may be difficult to read with reduced clearance) Top 2" 24" Bottom $" 24" Table 2: Clearance from boiler cabinet A minimum distance below the boiler of 10" is required to provide clearance for the supplied condensation trap assembly. More clearance will typically be required to accommodate associated water and gas piping. MOUNT BRACKET TO WALL, /-HOOK BOILER OVER TOP, ® 114"FLAT WASHERS r � ® \-MINIMUM OF 2 SCREWS USE 1/4"x 2-1/2"LAG SCREWS WITH FLAT WASHERS INTO STUDS. FOR METAL MOUNTING SYSTEM USE 114" [� BOLTS WITH FLAT WASHERS. i p 3t tv I 1 0 ~�-MINIMUM OF 2 SCREWS D DEC 1 2 2016 BU'1LDING DEPT. TOWN OF SOU MOLD Figure 2: Wall mounting of boiler REVISIONS EXISTING ROOFING TO REMAIN REMOVE AND RESIDE SIDING 1 APP 0 ED AS NOTED �3 COMPLY WITH ALL CODES OF DATE: P.# NEW YORK STATE & TOWN CODE FEE: �Y: AS REQUIRED AND CONDITIONS NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED " ZEES. o 0 FOR POURED CONCRETE 0 2. ROUGH - FRAMING & PLUMBING - t ©00 O 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE �t�Ani tDa QUIREMENTS OF THE CODES OF NEW v P fh TE. NO TBLE FOR RUCT ONSIERRORS. USE IS U i•� 1` o 4� r,iTHOUT CERTIFICATE- 07 ERTIFICATE0 OCCUPANCY a m M w a M epi tD rn ~ ■ ' U o 2 PLUMBER CF.,PTIr�' ;��TION ON LEAD C0 TE 7 F ' ` ` � CRE � � CERT1F1OA T C ',,NOY p4i PA7 I I I 1 11 1 1 1 1 L SUPPLY r: EXCEED -fv t;, i> L; PLUMBING.. ALL-PLUMBING WASTE &WATER LIN7S NEED • TESTING 0� o _* ,. T Itv TRU'208 PLACAIRD:MG REQUIII ED r` ELE(:T!41cAL cn .a�PE(, tl+.ri� a.i+QUiRED FRONT ELEVATION RETAIN STORM WATER RUNOFF SCALE: 1/4" = 1' PURSUANT TO CHAPTER 236 � �w zo OF THE TOWN CODE. O aj=4 aw � w H � z w Y 0 W } Z 'S Q Z OO w Zo �..� o 11 Nil I QLo N Rc �v IN SC h/�, DRAWN: MH/MS EXISTING FRONT ELEVATION t �� SCALE: 1/4"=10.. � � "�i �� � JOB#: June 13,2016 SCALE. 1/4" = 1 SHEET NUMBER: N j� 0 2339 y0� ra OF NE`N RF,VISIONS EXISTING ROOFING TO REMAIN REMOVE AND RESIDE SIDING O O O _ ©moo `© INNS- �r1 ry �4 N -Z o VFT 0 w EXISTING RIGHT ELEVATION SCALE: 1/4" = 1' Z ° o a � w H w DD 000 � OD 000 ° z � 00 000 Q >.q 1 W > � Z0 Z ►---� O Lo ED ARC Lo Q EXISTING RIGHT ELEVATION v'" Soti�'��� SCALE: 1/4" = 1' `�,N DRAWN: MH/MS SCALE: 1/4"=P-0" =ao JOB#: 9 02233° O� June 13,2016 `l c� OF SHEET NUMBER:NE� -2 REVISIONS EXISTING ROOFING TO REMAIN REMOVE AND RESIDE SIDING O 0 — moo 00 0 I 11TN N �I - -`� m }; UEI .2 CIO Lil O o w TFTZ M LI-i fnti 0 Lj I. I E REAR ELEVATION SCALE: 1/4" = 1' Q z 00 _ a0-4 r~ H aW � w w w �- ' O ►�-� z D0 � � 000 > z F=-I F=- C311 F=-I F=-- P 4,L:,— w 0 0 0 Z o O H Lo Lo Lo EXISTING REAR ELEVATION ,��FtEO'gR�, N ��5 vir1 Scti y��� SCALE: 1/4" = 1' /� �� i �� DRAWN: MH/MS SCALE: 1/4"=V-0" * JOB#: June 13,2016 022339 �Q� SHEET NUMBER: OF N E`N A-3 REVISIONS O 0 0 0 ti W w a � EXISTING FAMILY ROOM v~� o z s oho 10 MrFAR s i i o i i i i i i i i i i (FIREPLACE 0 EX. OFFICE EX. BATH / LAUNDRY a EX. BEDROOM F-4u- � O r� 0 0 EXIST. o o BOILER �C ROOM EX. ENTRY FOYER w ATTIC ; ' ACCESS ' EX. KITCHEN 7 001 EX. BEDROOM 00 Ll EX. BEDROOM IPA, W O O w _ 0 0 Z O ,—� O U) Q Lo Lo DA& 04 0�5 BEV IN v y� DRAWN: MH/MS �� `* SCALE: 1/4"=1'-0" EXISTING FLOOR PLANINJOB#: i i une 13,2016 22339 SCALE. �4" = l� '9 0 J 1SHEET NUMBER: T �� FOf NE`t4 / REVISIONS O 00000 0 0 N a M e-i c) l -Z m n U 0 Z Q _O a C O 0-4 6"X16"BLK PIER w/ 6"X16"BLK PIER w/ 24'_X32"X12_FTG. 24"X32_Xi2_FTG. C -- - J----------------- L- _ L- --- (4) 1-3/4X9-1/2 ML GIRDER --- LINE UP UNDER W LL ABOVE LOCATE UNDER EQ POST ABOVE EQ W 6"X16"BLK PIER w/ Y 24"X32"X12"FTG. w O } Z WW Q Z il CONTRACTOR TO EXISTING CONDITIONS WITH WALLS,FOOTINGS,STRUCTURE AND W O REVIEW WITH ARCHITECT FOR CHANGES REPAIR/REPLACE EXISTING AS REQUIRED. Q Z = ------------- F--I Z) ------------- H Lo ----------- N - �RE�APC �.5 ��V IN Scy h% FOUNDATION PLAN �' � � ��"""'� ..� DRAWN: MH/MS 4 , N a SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' .: N � JOB#: June 13,2016 9>, 22339 0 SHEET NUMBER: FN REVISIONS CXW15-3 CXW-P6050-CXW15 CXW15-3 EX.OPNG.TO BE REPLACED EX.OPNG.TO BE REPLACED EX.OPNG.TO BE REPLACED o TRAY CEILING 8'-6" AFFuj Lu In o M,Q e-1-❑❑ 1 m"� C� C Cid O Xvz Q v O :2l S\p�0 ; o O O TSF 1 W 00 O , 0) 0 J DW W i O i�41 1 ` \ S 1 C) U Q 1 ` i� 1 V •N a ko 1 , KITCHEN -/ LIVING ROOM �2'I'r g o EX.OPNG"TO BE REMOVED EX.OPNG.TO BE REMOVED > DINING ROOM O ' mN s z In 00 INSTALL NEW WINDOWS INSTALL NEW WINDOWS ______________________� `� If------ - --------------------- ------------ ----------------- Jj O O coo v+ EQ. EQ. EQ. EQ. 1'-4�/2" °Foy v -� J /' w M 0} ADD FALSE RR TO .S z .Y CX245 q2 l� MATCH EAST WALL p U CXW15-3 TEMPERED TEMPI RED \ X ML /(2)1/2"STEEL BEAM -q- I (2)1-3/4X9-1/2 ML HDR (2)1- 2 ML HDR 2X6 HDR I I I 1 I I I I I I I I 1 1 I I ce I I , >, 1 1 1 I I 12 —J I 6'-41/2" N� — I 1 1 , ' EX.OPNG.TO BE REPLACED C-4 CXW25 ZZ 0 1 Ch 1 � ILI O 1 ' L--- - _ COLLAR TIE , N - , ' EX. BEDROOM •_ ' MASTER 1,-8t/ i i CATHEDRAL 7 LIDN Inc _ 0 e�-L TH I ;E; N N ASTER BEDROOM `� NI 10'-6" X N GC TO VERIFY EX. —3i/2 , 1 CATHEDRAL EILING EAMS SUPPORTING--- - -- ---------- ---------------- -_ - -- - O CEILINGJOISfS, i ; 00 ------- ----------- - «- - -- - 1REPLACE AS REQ.O 11 1 1 , ^N . I I �O 0 1 1 C 1 , , , I , ; ❑ 0' Ooin 2 —6' 2 W WIm UTILI °- � REPLACE EX WALLd w--_ _-- __ QUEENI1 Vw/2X6 WALL �o O 6 -41/2" J'-8i1Jp" WALL TO RIDGE �, , "'6,-8„ D x COLLARTIE i 01/2" 81 " 12'-8" ! 1 i� '—J'1/2" 1 _ G�• - I I EX. ENTRY ------------ ---- -- --- : ; II o = a 0 ------------------- -------------- - EX. BEDROOM N M w 41 N BATH 1 -- - CATHEDRAL I I d N 2'6" % 1 I I r I X �1 POST TO 3, lb L -01/2„ 2,i „ o 6,-1„ ; o I I X ' I �. I I I W .n 1 RIDGE i i I ' S I I I I I ^ I I I f l R \ • « 2 2X6 H I I I I 1 1 ^ a I 00 EX.OPNG.TO 2'-15/e"x 3'-4%a" EX.OPNG.T li EX.OPNG.TO iiEX.OPNG.TO TW2846 O 0 BE REMOVED TW2032 BE REMOVE I ,BE REMOVED EX.OPNG.TO BE REPLACED(VIF) I BE REPLACED IF V 1 Z W ;; ,; N ) 0 SHEAR WALL 1c1cii HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL >x m I WINDOW AND DOOR OPENINGS Y ____________ --------------- ------------ OR AT6'-0"MAX. � E� 2X6 HDR w EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD EX.OPNG.TO TW2846 Z >- BE REMOVED INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD l ' ; Ljj Z EQ. EQ. �C,�( PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD j GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE w O 12"OC FIELD 0 Z = Z) cnO PROPOSED FLOOR PLAN WALL LEGEND r~'1 SCALE: 1/4" 1� -------------- L-------------- WALL TO BE REMOVED � �— L0 ��R EJ RC 04 EXISTING WALL 'S AREA: AREA:1626.8 SQ.FT. NEW WALL 'z- �t -p „� DRAWN: MH/MS REPLACE SIDING(ALASKIN CEDAR),TRIM 4a �7 SCALE: 1/4"=1'-0” INSTALL PORCELAIN TILE THROUGHOUT NOTE: JOB#: (SEE OWNER SPECIFICATIONS) DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL GC TO CONFIRM EXISTING STRUCTURAL (� �-C ;n`,.'�i June 13,2016 CONDITIONS AND FOOTINGS AT (INT.:2X4=41/2",2X6=6-1/2",EXT.:2X4=4",2X6=6"] , FOUNDATION (WALL/POST)AND V?233oj �i SHEET NUMBER: REVIEW WITH ARCHITECT FOR DIRT./DIMENSIONS OI4NEW1 2",2X6 ARE FROM STUDS OF N ADDITIONAL CHANGES,REVISIONS A-6 REVISIONS sOOo oQO ------------------------------------------------------- ----------------------------------------------------- ------------------------------------------------------ ---------------------------------------------------- 'Inn ---------------------------------------- II 11 I , it I , i 1 I 1 1 I 1 I i I I I 1 I I I 1 1 1 1 I I 1 1 H I1 I , N 11 11 II 1 , U a I I 1 i ti i 1 I I NEW TRAY CEILING I I I I Z 1 I I I 11 II I I 1 1 O Ii II 1 I I I I I I 1 I I I 1 I I I I 1 I I I I I I I I I I I II II 11 II i 1 I I 1 1 I 1 1 I I I 11 II I I 1 1 I I _____________ ___ __________________ ___----------------------- -______________________ .__ ___ _______________________ __ _ _____ _ 1 1 ------------------------ if I I I I I I 11 II I I 11 - -- - I I 1 : II II 11 I11 11 II I �-- --------------_______________________ 1 I I I i I I MI I I I 1 I I r -- ------------------------------------- I , I I 11 111 II I I 11 11 I I I I 1 1 I 1i ,I 1 1 I I 1 1 I I I I I I I 11 II 1 1 i t I I r� , 1 I I i t I yl 11 I I I I I I V1 I I I I 1 1 I I I 1� it I I I I 1 1 O II II II 11 1 Z I I 11 11 I ' 11 I I �l II -------------------------- 1 II II II -------------- 1 II II II II 11 I � 11 I I i II � I II II 11 1 ' 11 1 1 1 1 I I I I I i � I ' --------- ----------------------------- ------------------ ---------------- _____________------------------ ' i NEW CATHEDRAI 1 ' I -------------------------------------- NEW ------------------------------------- NEW CATHEDRAL II II II it it II , , 11 11 j1 11 II II II 11 I r----------- r------------------ r-------, I I I I 1 I 1 1 11 11 I I I I 11 1I ' ' I 11 I1 11 I1 II 11 I ` -------------- ---- ' I , I I 11 11 I I I I I I i I I I I 11 1 1 1 1 I � 1 1 11 I I I I I I I 11 I I I � I I 11 I I , I I 11 11 11 I I 11 I I o I I , I I I I I I I I I I 11 11 W } .+11 . 1 j l z ----------------- ______ --------------------------------------- _______________ ------ ________________________-______ 1I1 I 1 I 1 W W l 1 1 ' 11 1 1 > z I I 1 1 1 11 I I I I 1I II II � Q I I I i t I I I I ' I I 11 II II w O I I I i t I I I I W co Lo II I II II it Q ROOF PLANLo SCALE: 1/4" = 1' N N DRAWN: MH/MS ' k SCALE: 1/4"=I'-0" �;• .�:�,�-;_�' � JOB#: JUNE 17,2016 SHEET NUMBER: REVISIONS EXIST.ROOF EXIST.MAIN HOUSE ROOF CUT BACK EX RR EXISTING 2X4 RR @24-OC / \NSTALL(2)9-1/2 ML INSTALL:2X6 RR @12"OC (4)THROU /� � \ WASHERS ATT EACHS EACH RR 0f _ ' a . A . O REMOVE EX.CEILING �� REMOVE EX.CEILING INSTALL NEW COLLAR TIES �� ' BUILD UP NEW CEILING ` \ 2X8 EACH SIDE OF DBL 2X8 @12"OC (� RAFTER EXISTING 2X4 RR @24-OC �00 a INSTALL:2X6 RR @12"OC O (D CO cV 1 cel 1 1 00 I 00 0 r 74 N U u) M m Z74 r~ 2 Ln U tO o 00 1:4 CROSS SECTION U M CROSS � � U " LIVING ROOM, KITCHEN, DINING ROOM MASTER BEDROOM SCALE: 1/4" = 1' SCALE: 1/4" = 1' 3 03 1 1/4 11/2 1 1/4 1 1/4 1111/4 1)11/2 611/4 11/4 1 1/4 W.0 LAV. LAV. W C SINK W.M. D.W. I3" SH VER BAH SHOWER F.A.I. 3 2 2 0 „/4 2 3 2 C.O. I C.O. - REScheck Software Version 4.6.1 . C'O'I 11/21 t/2 1 1/4 3 3 3 Compliance Certificate o0-4 w 4 H a SLOPE"1/4"PER FOOT PITCH TO DRAIN Project TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE Energy Code: 2010 New York Energy Conservation � 0 4 Locatigrn: Suffolk Count',New York i � r oi—Ti°O"Type: Single-family PLUMBING SCHEMATIC PM�� W TrNew Cont,vction Condeb'oteed F1oorArea: 0 ft2 Q S Ole ring Ate& 2716 N.T. . Climate Zane: 4 Permit Date Permit Number. 2 Constrtxtion Site: OwnerlAgertt: Desik SchwontrArchit Marls Sehwertx,AIT�e,<zet P.0-Box 923 T. Cutchogue,NY 11935 I - I � y ' � ' I � I I ' I mksercfiitectl�aptanline.reet �I Cnmpllaecm� 1 f S'k'6etter7lancode Maximum UA: 339 Yaw UA: 334 IID STAINLESS STEEL 1 1 ( I I 11 I' Th* Dom,-wft.•Ibis Cada Mdl.mAsO ft 6—ilea*m m"Ar +&tan.1.b."d en ln&b.�Fa1F�u{.r. OR GALVANIZED 1 ' I • 1 / 1 a Does Nor p W*.n trimaw of amw w•w cue minbv*1s.mi-i+n—Al h—A. WOWSCREWS.0 '` WAS,ERS@1�•O.� V � Envelope Assemblies Y z o.c lroc 11 1 I 1 I 1111 ..-..._-_._...._. ._... ......,._.. ...._. .: _� ,, 3/4"APA PLYWOOD _ � Z SHEATHING 12'APA i / 4 4 Floor l-All-Wood laut/TnurOver LhxondWwved Space 1,627 33.0 0.0 0.030 49 — ILLI LLI 1 (ALTERNATMVE'7/16.OS 8.) l I I • ' 1 i Ceiimg 1:Flat Ceiling or5cissarTruss 734 33.0 0.0 0.033 Zd w, Q Z 1 f / 1/z•APA RATED SHEATHING 11 1 Q I I f ® i I ' GRADeaLvwooD I t I 1 Ceiling 2:Flat Ceiling�orSci.-sorTnas 693 33.0 0.0 0.033 29 � � J (ALTERNATIVIVE.7/16"O.S.B.) I ' ' I t Waft 1:Wood Frame 16"o.c. 1,760 21.0 0.0 0.057 72 Q .10 STAINLESS STEEL II ( I I 1 / II I I I WindvwI-MetnlFrame.DoubleParewithLovrE 277 0.320 69 WOO SSCRFM WI ' 1 � ( 1 I! I Window 2.Metal Frame wide Thermal Gresk:Double Plane wiib Low-E 199 0.300 59 � Z WASHERS 012"O.C. ( \� 1 \ ® I Door 1:Salic I ( W"Noowslu 1 ( / � J 11 ' , 42 0.260 12 = o TYPICAL WINDOW OPENING a a• I ' Cg7mpriance Statement The ed building design described here is cwtsst ent with the building plates,specficetions.and ether �� O (LESS THAN 4'-0XS'-0"OPENING) f M STAINLESS STEEL propos f I I I as cnLVANrzeD ealaaldti0ns subrnimed wide the permit eppticetion.The proposed building has been designed m meet the 2vld New York Energy S I ( f WOOD SCREWS Wi Conservation Caantruction Code requirements in REScheck Version 4.6.1 aM to comply with the mandatory requirements fisted in Lf) WASHERS @ 1r O.C. TYPICAL DOOR OPENING d e ftE5cl4eck fn.-pection ChecklistRC U— LE55 THAN 4'0X8'0"OPENING i z 4x GFR STUDS mN EN CTED ( ) ame- e gnature ° �Q\� ,ti�l N 4S�y /'�� N TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @TV0C. TYPICAL MULTIPLE OPENINGS � '{ (MORE THAN 4'-OX8'-0"OPENING) DRAWN: MH/MS (nom SCALE: 1/4"=1'-0" Fgu",o't•r-"-J WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELy o2 June 13,2016 JOB#: 2339 {�� AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE Title; Report date: W09/16 E FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Data filename;C;1VsersiDrafting StateorttiDocvmentslRESchecklF,DIMEY-LVGRlS_rck Page 1 of 1 QF �j / WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" N E `� SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUTTO 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 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 RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATEOF RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4'•x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 1~-I ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q� ti M U WALL STUD N M THROUGH-ROOF EXHAUST +� ►] ° VENTS SELECTED AND m r K LOCATED BY CONTRACTOR er METAL STRAP '� V r 2 1y VENTILATION CHANNEL 1z') °p RIM BOARD AS REQUIRED RAFTER RAFTERS MAINTAIN _ SILL PLATE(S) , VENTILATION y WOOD JOIST BLOCKING FOUNDATION " ,• -' -' TOP PLATE BLOCKING z 2x4 LEDGER 2x4 SOFFIT JOIST z STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS / ���• PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. 8" _ 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS � EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL � i L I i RAFTER V1 WOOD JOIST O FTTOP PLATE GIRDER/HEADER u W U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION U ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CDNNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD t SILL GASKET ' / I I TYP. CONC. FOUNDATION A 6MICONC. SLAB C 6 ML. POLY V DAMOOEXTERIOR V GRANULAR FILL • S - I 6MIL POLYOLYON EXTERIOR • V � STEEL COLUMN D. I A `r CONC. SLAB r• ° 1 v ANCHOR BOLT EMBEDMENT: ° C A POURED CONCRETE: 7" �% COMPACT FILL :s r BLOCK WALL: 15" ` � Y KEYWAY FOOTING o /1C A'7 •- '-1 C CONC. FTG. 'D D C o ANCHOR BOLT CONNECTION USE(WITH 30 SQUARE USP LB S58 ORB 583)ERS ``, j O �— p u. REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT � I I I DRAIN TILE J7 ANCHOR BZOLT CONNECTION SUPPORTING MAXIMUM SPACING I I W W SILL PLATE TOFOUNDATION 1 STORY 72" OC Q Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC ❑ WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL PACE OR FOUNDATION) J WALL BOTTOM PLATE TO FOUNDATIONW O 1-2 STORIES 57" OC (SLAB-ON-GRADE) HT1 > a: F.iu..� ❑ ZD �—SUBFLOOR \' Z O CONC. SLAB I DOOR FRAMEJOIST ��/-i O 6X6 10/10 WWM GARAGE COMPACT FILL c) STWet 1 I DOOR G _AM (/) USE 2XII1.0 FOR BLOCKOUT n17�Y •: �'~ 4" SLAB - •- ` W/ 6X6 WMM SLOPE �� N`N �� • '• P.T. PLATE . 4"DRIVEWAYNOTCH JOIST AND ADJUST HEIG 4� ` '� 1 • °,� 7 1 2" • • •• (WITH A NAILING PLATE IF NEED - �`5' .{� I- N O BE APROX. , ' a .0 •• t • • STEEL BEAM TO 1/2" OR FHIGHER OR tA SHRI E �� I' ;y GRADE • G ''-a' --�'s-- . . . ' r. %y K: Q .e A °� e 0 ' • • (PROVIDE STRAPPING TO KEEP JOIST AL- �. o iOi s, • a • aa c• p '° �\ I v DQC s•o •p ° ^ s'D — dE 's 1 dCa: oa � DRAWN: MH MSa 6X6 W.W.M. e e0 12" Q / su � - 0. MIN. � e ! , SCALE: 1/4 =1 �•• [I • REINFORCING BAR .O e REINFORCING BAR °• • .° e.• �p, • I I�,�I I ST JOB rrees✓a r7 JOB RAIN TILE 1a 0 DtzBpi June 13, 2016 TELTEto�e ) SHEET NUMBER: s • ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOC KOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND 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 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 00 �O 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: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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) ROOMS (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL (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 construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 r q q p safety P P PP QTY. SPACING (DESIGNED FOR CAT.C) � m precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY r\ specific use expressed or implied in the use of these plans. spacingis to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U P P g 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE FOOT SEE NOTE:1 N a m m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all .,,., rn � ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE �. I m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE P, 4-16d COMMONc INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEv FO Z specifications and applicable codes. Type exterior sear was wa minimum panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's s v P PP T1tihllwith iiof 7/16 inch wood structural 2-16d COMMON P STUD O.C. NAIL Sym.: � .� O o attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTIONF HEADER TO 16"O.C. FACE SEE FLOOR PLANS 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 16d COMMON SMOKE&CO2 DETECTORS t such as bookcases,shelving,pantry,closets,trims,etc. g g q p HEADER ALONG EDGES NAIL edges and 10"o.c.in the field shall be in accordance with the length requirements specified ;t in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL F77ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: o BOTTOM PLATE TO: FOUNDATION NOTES: exterior searwameet e requirementsppFLOOR 101ST,BAND JOIST, 2-16d COMMON Type 11 terihlls shall t thof table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA x length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 � 1).The General Contractor and Mason to review plans,elevations,details and notes to 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 DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 Y• TO HEAVY MODERATE respectively. 20 LBS. 120 B SEVERE 3 FT. 11 YES - P 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 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) o 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. to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3 -16d COMMON NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.CJ 8d COMMON @ 4"O.C. I SEE NOTES:13 (� 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3 -16d COMMON Q attached with the above requirements. TO BEAM JOIST NAIL NOTES Q Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. Z DECK AND COVERED PORCH NOTES: TO BEAM JOIST ON LEDGER 3 -8d COMMON ,o1sT NAIL PER TOE '-' 7).Dampproof exterior of foundation with bituminous coating as per section R406 of 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 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, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. rT, SILL OR TOP PLATE 2 -16d COMMONFOOT SEE NOTE:1 w Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F-+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Q, Z-+ 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 0 below rade.Porches with covered roofs shall have 12"dia.concrete iota for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. g g P g' STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at B'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS Ledger to be fastened to building with 1/2 dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 6)-Concrete piers shall be a minimum 6"above grade. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING T/1 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 edge zone attachment requirements shall �( 5 .All flush beams/headers to be installed with heavy du alvinized hangers and 8d COMMON�'Y ty g g PANELS WFCM-SBC be used. ^/ anchors where applicable to all connecting joists. PLUMBING NO 1 ESI•,•L,� 7/16"OSB 3"O.C.EDGE 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 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD on plans. 5d COOLERS 10"O.0.FIELD W0 7).Provide 2-1-3/4"thick microlams height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). , FLOOR SHEATHING: Z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W W 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Q•I-y SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS "O.C.EDGE 3).INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q Q HVAC SYSTEM NOTES 1"OR LESS 8d COMMON612"O.C.FIELD J 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section 11602.8-FIREBLOCKING REQUIRED O under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety FTS TZ and to form an effective fire barrier between stories,and between a top story and the roof space. F.L.I requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g Z) needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Z O 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor (n aces 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 P g equipment supplier. levels.Concealed horizontal furred s shall also be fireblocked at intervals not exceeding 10 F-"I 0 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. P S g r 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structuralL `. ) LO adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. (N �v i C'°'`_., y/� CV 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �� J c y 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 under stairs shall comply with Section R314.8,N.Y.S.Residential Code. DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced to]-16d nail per foot. 7F '*' ` N 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 * SCALE: 1/4"=1'-0" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of _ s� 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. I SOIL COMPACTION: flame and products of combustion. �. i�` - JOB#. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR -9�, 02133 Q' June 13,2016 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. {� SHEET NUMBER: O 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. F N E be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).C0 PACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE' Ali DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE I IL SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 10 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.