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Home My WebLink About40925-Z ®�OSU�FQc'fcoGy Town of Southold 12/5/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38382 Date: 12/5/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1455 Aquaview Ave, East Marion SCTM#: 473889 Sec/Block/Lot: 22.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2016 pursuant to which Building Permit No. 40925 dated 8/19/2016 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 Raimi Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40925 11-14-2017 PLUMBERS CERTIFICATION DATED 12-05-2017 Xfaituck Plumbing ut ed Signature �o�g�EFOt�CpG� Town of Southold 12/5/2017 o• P.O.Box 1179 a' 53095 Main Rd X4,1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39383 Date: 12/5/2017 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 1455 Aquaview Ave, East Marion SCTM#: 473889 Sec/Block/Lot: 22.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2016 pursuant to which Building Permit No. 40925 dated 8/19/2016 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 ACCESSORY BUILDING AS APPLIED FOR The certificate is issued to Raimi Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4 o ' e Signature goFFo�K TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 40925 Date: 8/19/2016 Permission is hereby granted to: Raimi Family Trust 212 26th St#258 Santa Monica, CA 90402 To: construct alterations to existing single-family dwelling and existing accessory building as applied for. Two Certificate of Occupancies are required. At premises located at: 1455 Aquaview Ave, East Marion SCTM # 473889 Sec/Block/Lot# 22.-2-2 Pursuant to application dated 7/15/2016 and approved by the Building Inspector. To expire on 2/18/2018. Fees: CO -ALTERATION TO DWELLING $50.00 ACCESSORY $140.00 CO -ACCESSORY BUILDING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $330.40 111) Total: $570.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property,lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy.-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Da . New Construction: _ Old or Pre-existing Building: (check one) Location of Property: 4 55 440A VMV JAR Ff6elgo6 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section O L,& Block a Z Lot a* Subdivision Filed Map. Lot: Permit No. D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 150 b App t Signature SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q ® �o roger.richertla'D_town.southold.ny.us Southold,NY 11971-0959 Q lyc®UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Raimi Family Trust Address: 1455 Aquaview Avenue city,East Marion st: New York zip: 11939 Building Permit#: 41017-- Section: 22 Block: 2 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150A Heat GAS Duplec Recpt 36 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 3 Main Panel 150A A/C Condenser 2 Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 150A Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 2-Exhaust Fans, 1- Well Pump. Notes: Inspector Signature: Date: November 14, 2017 0-Cert Electrical Compliance Form.xls f so I, . , •- ..moo Telephone(63 1) 1802 Nay MII 7R, q P.O. Boy 1179 Southold,NY 11971-0959 y sUL)NG•DExA XrMM-rf D TOWN OF SOUTHOLD DEC — 5 2017 YJ. EUIDIKG DEPT. TOWN Ol'SOV iHOLD CERTIFICATION Date: l C . 5 �o 1 Building Permit No, P Owner: &—vy)1dqTy-u5+ (Please print Plumber: -�n- (Please print) I certify that the solder used,in the water supply system contains less than2/10 % lead, N Plumbers Signatu Sworn to before me this ' day of K-110yer.60- 20 �� t CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106. Qualified In Suffolk County Commission Expires Aug. 5,20 1A Notary Public, Sy�� County l ` OF SO!/lyolo 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� l INSPECTOR SOF SO�Iy • ��'YOOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]',w6ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 tS l �i�(4 tv � b. a VWklA �J31 CIAO vm L 0 DATE INSPECTOR RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road.PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com November 1,2017 Southold Town Building Department D [EC[E5V[254375 Main Road D Southold,New York 11971 DEC ® 52017 Re: Raimi Residence 1455 Aquaview Avenue BuiLDING DEPT. East Marion,New York TOWN OF SOUTHOLD To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the foundation,framing,strapping,rough plumbing,fire caulking,and the insulation installation. To the best of my knowledge,this work has been completed as per amended plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, ,r P. Mark Schwartz A1A Member Amci ican Institute of Arclutectu,c FIELD INSPECTION REPORT7 DATE COMMENTS C FOUNDATION(1ST) ------------------------------------ C FOUNDATION (2ND) U � ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS _ a S � LA' r 0-c &8 (,�l0 1 5 6D X15 17 z Q S S -7- /22 b P ✓ 0 1 DIVT rRAll !� orf f y O � Z y� H d 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 r f Survey SoutholdTown.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 -bl ) q ,20_[___ Mail to: 6r '4 Disapproved._a/c It,'A. �2 �J DO . M] .�Q"1 + Phone:i!:;3/- j'S Expiration 720 + pector PLICATION FOR BUILDING PERMIT JUL 15 2016 Date , 20 BVMDING DEPT.' INSTRUCIrIONS "' L a. Ags aW19YARMPcompletely 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 Certificat�jof Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the '''pYoperty have"been enacted in the interim,'tl e.Building Inspector may authorize, in writing,#ie�xtghsion of the permit for an addition six months. Thereafter, a new permit shall be`requireed. " 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. ttVg l_ ( ignature of applicant or name,it a corporation) 104:o.Cox72 . ea. � (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed)`Z "` K If appl' t ' orpor i si atur duly- ut rized officer (Name and title of co orate f cer) a uilders License No. �� Plumbers License No. Electricians'+Lieense NO., 4' 9Yt"O" 'of;land'ori'vvliich.:pro osed work will be clope House Number Street Ham et County Tax Map No. 1000 Section O�� Block Lot d Subdivision Filed Map No. Lot 2. State existing use,and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy rN 551Pja b. Intended use and occupancy �,�!►J�Iy�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost/�. a&& • ®'® 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's, comme?cial'b''r mixed occupancy, specify nature and extent of each type of use. ,. .., 7. Dimensions,of exstingstructures, if any: Front �� O Rear ,�/® � Depth Height 3 Number of Storks Dimensionspf qake structure with alterations or adfitions: Front l.. Depth Height 3'P Number 8. Dimensions of eiatire�ew construction: Front �® Rear S� `�"'® Depth Height �3 ®6 Number of Stories 9. Size of lot: Front /®Z • 2.4/ Rear Depth ��• ®g�;,., ,�., 1.,.tYfir 10. Date of Purchase Name of Former Owner 9 11. Zone or use district in which premises are situated 12. Does proposed construction violate an/ng law, ordinance or regulation? YES NO13. Will lot be re-graded? YES NOl excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name'6f Architect R q g I Address Phone No Name of Contractor &012af- AddresmsPhone 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. PERMITYMAY 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. 1?xovid�survey;to s'cale, 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) COUNTY OF_g� �� J�� s •�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, i .y, SAG n 4 daa (S)He is the ®�. r . <, o Wr, t K 5 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this''��a��pplication; that al l statements contained in this application are true to the best of his knowledge and belief; and that�'fi�@ejc�v�NY�bER performed in the manner set forth in the application filed therewith. NOTAPY PUSLIC,STATE OF NEW YORK NO,01 OW6306900 QUALIF10 IN SUFFOLK COUNTY Sworn to before.ke this s COMMISSION EXPIRES JUNE 30,2� 5_� day-o r , Y,+ 20: ` ' w•, c• ,� c U Notary P#� _or� q,',. i re of Applicant ST01CZ AWA\TJEK, Scott A. Russell �' M[A\N A(G 1EN[1E1�T SUPERVISOR }� �, � ,� � _T SOUTHOLD TOWN HALL-P.O.Box 11794 ty rzUi �]' n r,, 53095 Main Road-SOUTHOLD,NEW YORI< 11971 y ly��a(�/J([-(`yyy 1 o wn of lJu�/G�L1 � CHAPTER 236 - STORMI'VVA.TER MANAGEMENT WORK SKEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE E FOLLOWING: (CHECK ALL THAT APPLY) Yes No 1 . ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑A B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ t�] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑9 E. Site preparation within the one-hundred-year floodplain as depicted : :... ........._on==E R1—M—ap-of-any..wat-or-e-au-rsE:- -..._.. -- - ... .... _.. _. . ®[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project- If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control-Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT, (Property Owner,Design Professional.Agent,Contractor,Other) S.C.T.M. ": 1000 Dale. District Z 16 & NAME ftm a Block Lot <" I.OrR BUILDING DEPARTMENT USE UNL Y Contact Infornution: 7dnA.onc rm41 V 1� Reviewed By Property Address / Location of Construction Work_ — — — — — — — — — --- Approved Approved for processing Building Permit. Stormwater Management Control Plan Not Required / Iii 1 �� ❑ Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM 0 SMCP -TOS MAY 2014 APPLI #; iPro caner,Design Professional,Agent,Contractor,Other) s.C,T.M, 1000 CHAPTER 236 pS'� 1 " 22 Z 2a Stdrmwater Management Control Plan CHECK LIST NAME- Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Yl,ve Yrn,l 0 Date; * The applicant must provide a Complete Explanation and/or Reason for not providing of ' all Information that has been Required by the following Checklist! Tynulwc el,lmm Nnn,4,r. I I I. A Site Plan drawn to scale Not Less that 60' to the inch MUST [f You answered No or NA to any Item, Please Provide Justification Heiel show all of the following items; ` YES 0 NA If you need additional room for explanations, Please Provide additional Papei a. Location & Description of Property-B'oundarles b. Total Site Acreage. I c. Exiating - Natural & Man Made Features within 500 LF, ' REQ,11RED of the Site Boundary as required by §236-1702). DRAINAGE IONS ore d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Contact TOt,tn9'T' de Eli zi e. Limits of Clearing & Area of Proposed Land Disturbance, ove Y f. Existing & Proposed Contours of the Site (Minimum 2•intervals) thst the drainage has g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilities, I), Spot Grades & Finish Floor Elevations for all existing & i proposed structures. bt imfte t®: I. Location of proposed Swimming Pool and discharge ring. ► on ruction EntrancWire e j. Location of proposed Soil Stockpile Areas), II enCin�„stabilization& k. Location of proposed Construction Entrance/Staging Area(s). 0 ;lSeedixpese an or inactive soils. I. Location of proposed concrete washout area(s), I M, Location of all proposed erosion&sediment control measures, i 2. Stormwater lvianagement Control Plan must include Calculations showing I that the Stormwater improvements are sized to capture,store,and Infiltrate ' on-sale the run-off from all Impervious surfaces generated by a two(21 inch rainfall/storm event, 3. Details Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to; a Erosion & Sedirnenl Controls, b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. Infiltration basins,swales,etc.) .I I OR 1 1`\K;lNl::1_:RIN1 G l.)f:l'r R.TMEN•1' USE ONLY""":� Additional Information is Required. Reviewed & I El Stormwater Management Control Plan is Not Complete Approved By: ? — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete, Date: 1 /6 ! I SMCP has been approved by the Engineering Department I I • i FORM SWCP Check List - TOS MAY 2014 EXPLANATION AMOUNT y JIM SAGE ELECTRIC, INC. 350 MARINE PLACE 1-2/210 GREENPORT,NEW YORK 11944 (631)477-2118 17229 !, /A CHECK 6 PAY 111 iY`L�—�_ DOLLARS AMOUNT ) 3 .DATE.,-.s _ ;,}, TO THE ORDER,Ot :,DESCRIP,TION ;CHECK'NO.- J P.Morgan 1PMorgan Chase Bank,NA _ I NewYork,Neer York 11201722911° 1:021000021a: A 690076762311' REQUESTED BY: Date: a� Company Name: G00— Name: IAA P License No.: i Address: jJ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: I I Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) O - 1`I I (Please Circle All That Apply) Is job ready for inspection: YES/ k!Q-2 Rough In Final *Do you need a Temp Certificate: Y ! NO 5�mp Info mation (If needed) e *Service ize: 1�Pl 3Phase 100 15 200 300 350 400 Other l *New Service: Re-connect Underground Number Aeters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION \r��J cb�6 i 82=Request for EnspecGon Form o�asxlfrotk 0 Town Hall Annex �� Gy�C� Telephone(631-1802 54375 Main Road . Fax(631) 734-9502 P. O. Box 1179 co Z ^f Southold, NY 11971-0959 STT BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED _ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: tJ' L.Y��►�1 ►�jf- � �� Y �l�}� Please take notice that the (check applicable line): New residential structure - Addition to existing residential structure . Rehabilitation to an existing residential structure `. to be constructed or performed at the subject property reference above will utilize .• . (check applicable line): Truss type construction (TT) Pre-engineered wood construction'(PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): s Capacity(check applicable line): Owner Owner representative TrussResReg15.dvcx- Effective 11112015 I i 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE - - - -' - DESIGNATION-OF CONSTRUCTION (PMS)-#187 _ -TYPE BASED-ON SECTION-602 OF- -- - THE BUILDING CODE OF NEW YORK STATE REFLECTIVE. WHITE 712" STROKE �.._..__._.------____-- .. :._ •-- =`•`••aESIGI�TFQN�FOR�'TRUC7`Ei'Ft'At- ' .._ _.__.__._._..._.__..__.:�--.---__._:.._�._.____.- -----• COMPONENTS THAT"ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS;AND BEAMS "R" ROOF FRAMING i"FR" FLOOR AND ROOF FRAMING TRUSS ID8�ffl GN Itch!SIGN CON PUANC;E WITH 19 W,CRR f'ART,12654 L{c . . NOrMSME coeEs DIVISION EXWDLE TRUSS IDEMlRC Nfl(DN SIGN DATE 03(0a(2005 g a NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION � �DEP:cRTb(ENXAk�,'(.Cfc: I I �1 -� ,2% 02 TOWN OF SOUTHOLD ' PROPERTY , RECORD CARD OWNER STREET �,+` VILLAGE DISTRICT SUB. LOT 11t' Fo . / FORMER OWNER k VN l!' r n E t ,y ACREAGE ` S/� �j V� I TYPE OF BUILDING - �f�./��'f � ti �i �' �j f.C�ll}G.(,C�-i,�-G�.t,41J�L�' • � b� , �1'11�12�D►-� ! ;�Z ._. •,, °a,� � RE < SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0 5 A r 0 0 --10 v n _5__6__0Q ////7/6- 3, ,�� (� �� U 0 td' � CJ � -�/r l! C" , o,r/r o.n, /�_n �n � Y✓! ��—�=xt--�- --�- Z u-d -7,( ,o d 7D o / /0 /Zo ,Yrr..-.f 4 .� &/�.�_ f dG9s`s �3 .s,o o cSU%191PG CO -Gin, 4o N - t-te_ EW ORMAL BELOW �° BO FRONTAGE ON WATER rjr Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK °O s Tillable 3 4e> 4sy,�q_-He H Woodland �� 9 d��L /Z�a/� �{� —G�ee�eTusf Wo ' Swampland Brushland a House 'bt % Tota I ar K, �` � �•,---.,,.au� .,4��...... ._. �� -�rAp t L� + I I r -� � .5 I I � / °•�'-�.,rC_.G'a--'P ,f 1 =-- ----- —T j. I I M. Bldg, (/- L.Q Q 13,z Q Foundation I "'° Bath Extension r 3 Zr Basements FIo9�s s G,e �-t• j - ExtensionExt. Walls Interior Finish Y o c / I /axi8 = at�O . d Extension x / j Fire Place ' Heat a a14 - n �X-GASa o I / /il Porch ` Roof Type — 41 Y � a 77a, _ I ! I Porch i Rooms 1 st Floor i Breezeway , ' Patio Rooms 2nd Floor Garage .` 2 j Driveway Dormer — — i f O. 'B. I QVT _� � � _� _ ';� -6:`v�-�1� • .. moi, GD { OWNER STREET T VILL AGE DIST. SUB. LOT I---- P29 •"E,� ll ` C..rt'tX'l _.s� :�'i ft,�/ It v t✓ FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS Q-A, 6t1A AGE BUILDING CONDITION = NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK OMEN COLOR ONE ONNSERESEENSEEMN MENNOMMOMMENOMMOMME MMENEM RNMENEMIMMENEEMEM MEMENNE m EMMINNIENEEMENEENEEM MEMENEM MENEM EMEMNEEMEMEEMMEM Mimi Rooms Ist Floor Recrea,tion Ro Dorme r Driveway i ti 1 AM - 711 V� t m �e : q b k r r w, 4Q)q a5 ........... vHq 3 x °rwy y 1 z y H fwd✓.vs:)'k�+na`�� ; � . i � NO t t A 3 , a s' r C jv M � q(liu +r , _ ° , 14 r Ur h#u t � 4 � ✓` � x: ""M ff"I'll' ', Jl ^r mf: ori f� f f �, / y ROBERT SAL CONSTRUCTION CORPORATION "Ain T nothing like the real thing" To:BOARD OF TRUSTEES Date Zio- P TowN OF SOUTHOLD In regards to the proposed work to be performed at the I story wood ftamed Residence located at 1495 Aqua View Lane, Fast Marion Bly.- Will be that of Renovation to Existing Residence and not to exceed the Existing Foot Print.There will be no work performed Seaward off the EWstiug Residence I hereby AuthorlzeM-6bert Saetta to act on Our behalf in regards to this matter. Sigaed,LZ��-,4--�- Sam Ra;mi,Tragee Raimr:Fainily'Treat dtd 3127/1987 PO BOX 72 GMENMORT NY 11944 PHONE 6314,76593708 PAGER 631-548-8367 �_ _may^� „� �-0'�'�•.---gt•_ 'T•y�, :,�#�»' � V a� *3 A� �'38.` _ q n^ .,`. -T ''�x- — - �`:t��'�v�• ..?%<' � :�..--r t:♦ '''~T''"- "- 1 .. '��a•'.,:�'.� s,N,+,�,�= �T' , +4.' .' ' --r +�` 4 aR`bz��'.p. j, ,c -', C✓�;71' :-a 'S, y', ,uf S c _ - V `�l M.-a t- _ -' .V r ." '] w •• r —` _ �.dy-' X yas �„p• - 41 Mnu r _ . �f -' - -� .. #' � - � �$ _ ..' - .g -� s> Pix• �'`� _- !w.',�••� ., � ': Y .;r-� }�• - - 7ni �r�r-cay'-l,+'��{'r s.r• ti- = -'_ x .wsA7l�+v 7f tj 3krd �ti'. je P`'�t• f fix;@ i !!t*•F- ,a • _may'` "�. .r�+,. � -I u 12• ••� ..vw_.,..._ .wr-,�.�. .--..-__� -.-. _�.. ...-. ...-.r- ., �_�_..w- -.��.e. ,..s+.....r w..r.-.....w-._.i....r..�. n_s ..+ . - -,n- (-RAVEL DRIV &Cj 5f l�S DRAIN 0� Nei' � G Coo GRAVEL ®RIVE WAV i Sty. Frame Garage 30'-0" N o NP_ o - - TEST HOLE TEST HOLE 4/27/04 ' el 30 ——_ DAM&WOW caw OL AREA— 27116 SR. FT- PREPARED FOR PATTY BERWALD 0.62249 ACRES BRONX APD PALE RO*W SL TT--AAD SW L/n. L Ld' ejLce 1455 AQUA VIEW LANE ORIEN'T' NY. RENOVATION OF EXISTNO HOUSE SI'T'E PLAN O'CAQ IWO 0 X41'-6" lot � 36'-6" c • 451-00V o4Yo �+ ' I - m 1 � J6 -T � ` ; 1 I C I 1 -WOOD TSPS T ROOF OVER WOOD DECK � b I I ® 1 STT. FRAME HOUSE i ell unknown I 1 - ;.8' Wide X 6' Deep Precast Ring I With Lid. Back filled with clean sand 3' in thickness for perimeter ° and base.Typical for both Drywells. to Drywell TYP pVC. ®rnir► p i ® , �CAv�Teo� - �5 )®Q STORM `NATER CALCULATIONS - Main roof 50'-3" X 36'-6"Add for Soffits = 52'-11"X 39'-2" = 2072.69 Sq. Ft. Rear Gable roof 18'-3"X 5'-0"Add for Soffit= 20'-11"X 6'-4" = 132.47 Sq. Ft. Front Deck roof 10'-0" X 5'-0"Add for Soffit= 12'-8" X 6'-4" = 80.22 Sq. Ft. Ga ;e roof/ 14'-0" X 22'-0" Add for Soffit= 14'-6'- 22'-6" = 326.25 Sq. Ft. } To Sq. Ft. 2611.63 Sq. Ft. X 2" Rain Fall = 5223.20 aq. Ft. /12 = 435.27 Cubic ,I 46e/tce ,SIE --" ORIENT T NY. .XIMWG HOUSE LAN 10 275.0' PC �� c 10 1 TEPc� -ryP. DECK "WOOD ' 1 _ I ;BANE HOUSE 1 i STONE do MORTAR ®o RETAINING WALLS ell THP Drain Pi to �CAv X11®� Lk)tTh 0-1 27 Sq. Ft. Sq. Ft. . Ft. . Ft. Cubic . _......... COO 220-088 GRAVEL ®RIVE WAY 1 Sty. Frame Garage 30'-0" -V N o N �t 7 8 -- TEST HOLE TEST HOLE ' 4/27/04 e/3o — —— P DARK BROW LOAM OL AREA= 27116 SQ. Fir'. PREPARED FOR PATTY BERWALD 0.62245 ACRES MOSW AICD PALE WOW sL TY SMD SW - - Jw PALE&W M FM M AMMM S4M SP A4' - �ti i ARAME HOUSE i i a STONE & MORTAR RETAINING WALLS --_-------- ell TYP Drain pi t0 Dryw J��CAVAIIIDO UjiTI' tj 27 Sq. Ft. 'Sq. Ft. . Ft. . Ft. 'Cubic AIPPROVA CONTRO Xast I ®ate: Approve( DRAINAG Contact T Backfill,0 that the d EROSION Shall incl A well mi Wire Bat Seeding i 8' Wide X 6' Deep Precast Ring With Lid. Back filled with clean sand 3' in thickness for perimeter I and base.Typical for both Drywells. � _-- -- ---� - to ®well "Pa a _ i PV Drain p 0 i tT, f��CAVATDO STORM WATER CALCULATIONS Main _ 2072.69 S . Ft. Main roof 50'-3" X 36'-6" Addy for Soffits = 52'-11" X 39'-2" 072.6 7 S . t. Rear Gable roof 18'-3" X 5'-0" Add for Soffit- 20'-11" X 6 Front Deck roof 10'-0" X 5'-0" Add for Soffit= 12'-8" X 6'-4" = 80.22 Sq. Ft. Gara a roof 14'-0" X 22'-0" Add for Soffit= 14'-6" X 22'-6" = 326.25 Sq. Ft. Total Sq. Ft. 2611.63 Sq. Ft. X 2" Rain Fall = 5223.26 Sq. Ft. /12 = 435.27 Cubic Ft. X 7.48 = 3255.82 al. Precast Ring holds 1800 gal. Proposed two 8' X 6' Precast 8 Wide X 6 Deep Rin s = 3600 al. s - 1455 J QuAvmw LANE ORIENT NY, RENOVATION , - 4 r7 12" 6 , 231'_6'►LEFT ELEVATION LL01 11 a FROUNT ELEVATION 'f "= 1 -- 1299 89 64 JJ RIGHT ELEVATION REAR ELEVATION ti ROBERT SAL CONSTRUCTION CORP. PO. BOX 72 GRN.PRT. NY. PHONE 631-765-3708 Draftsman Robert Saetta Date Drawn 5/15/16 Pa e1 of � •~ {,, Q��,,�� ,��,,:n F,,` Title Raimi Residence 1455A uaview Lane,Orient NY. r 41 These Plans are the Property of Robert Sal Const. Corp and the use of these plans without written permission from Robert Saetta is prohibited. Pg. #1 of 4 ROBERT SAL CONSTRUCTION CORP. PO. BOX 72 GRN.PRT. NY. PHONE 631-765-3708 let�_ a Q14 Draftsman Robert Saetta Date Drawn 5/15/16 Pa e2 of 4 ' Title Raimi Residence 1455A uaview Lane,Orient NY. These Plans are the Property of Robert Sal Const. Corp and 19,4655 Aa uAvi E II II LANE ORIENTINaY. the use of these plans without written permission from Robert Saetta is prohibited. 5/4X4 Spruce Packout RENOVATION 2X6 CEILING JOIST - - �. 10'. 0', 14'.9', 1X8 Versitex ___ ___ / Front Yard _ RAFTER TAIL 2X4 CEILING JOIST VENTED VINYL 2X10/16"OC. ® _ SO'-3" f O 1 X6 FASCIA —~ - ® _ - -- SEE STEP DETAIL#3. Page#4. 1/2" CDX 3 / 117/8" X 13/4 " LVL. 2f NOTE DBL. FLR. JOISTS UNDER PARTITION WALLS — VINYL SIDING . o � Entry Deck N o, � I o 2X4 FRAME �5'-0"X 10'-�" m 1 � 2X6— 16"OC. a 3 / 117/8" X 13/4 " LVL. F Breakfast Ilk Double 2X10 Joists — -- — -- � With 2 / 11" X 1/2 " Flitch Plates _ SOF'FE'T' DETAIL • - R-11 TYP. ' n /Vot to 'Bed„Ro .° ; Bath Roo Fo Foyer zxlo/16�°oc. N. Teko Typ. 6'-6"X. 10 0 11'-0"X 10'-6" y . / . 14 -6X1 -0 - ' 2X10 16"OC. 8' CEILING HIEGHT TYP. - TRIPLE 2X8 JACK STUDS POSTED TO FNDT ---� / I - _� CERAmic Ta.E FLR. 3/4"OAK FLR. S li ht a/4"OAK FLP ---- - s Double 2X12 Flush Header Double 2X10 Pocket Header D) r 2X41,16"OC.above to bottom of Rafter C n, __ CRESS.WINDOW ---DBL. 11 718' LVL Double 2X12 Header ( Posted to Foundation i DN. SEL CLOSING FIRE DOOR _ Kitchen _ Double 2X10 Rafters 13'-6"X 19`-6'° as For Cathedral Ceiling DETAIL # 1 • C. � - � CERAMIC TILE FLR, rt —� THROUGH SECTION i SEE DETAIL #1. y Ofi to J6QG� _ -allnell'Y DBL. 2X4 POSTED TO FNDT." p, ' A S PA 6'-6"X 6'-6" r EE GE #'4 t ALL RAFTERS ARE DOUGLAS FIR LARCH �#'I & BTR. .. � ' r-- Both Room 8'-6"X 6'_Q,. I W D 3 / 117/8" X 13/4 " LVL. j; --- - Great R n Cathedra! Ceill 'CERAmicTILE FLR. C I CEILING JOIST'! .TO HAVE HANGERS, _ 18'-0"X 25�0" ,� TRP1- 2X8 POSTED TO FNDT. 12 � rt 2X 12 RIDGE BOARD 1 '� I D! 3/4 AK FLR. N 2X6— i 6 OC.TYP.- " ►� i g I 2X -16 OC.Framing Typ. `,� © - X I z.. 2X4 116" C. TYP. N 1 - 1/2 SHEETROCK , WALLS Dining Room o Double 2X AND CEILING TYP. r 13'-6"X 16'-0" No N RIDGE STRAPS TYP. 12 header RIDGE VENT TYP. I Skylight Double 2X10 Pocket Header . r'' I 9i4"OAK FLR. p 45"X 45" Skylight , HURRICANE STRAPS TYP. — Indicates Area of w m I Faster Bedr�wm Cathedral Ceiling y Teko T 1_ End of Double 117/8" X 13/4 " LVL Ridge EXISTING CHIMNEY RAISED I yp•_� 9/4"OAK FLR. - t ' " " �'- —`— — _ WALL PACKED OUT TO 2X TFtPL. 2X8 POSTED TO FNDT. Solid posting to Z'X2'X16" Conc. Footing �� —r — ` — - — • . Double 2X10 joists _ I G 2X10/16 OC.' Double 2X10 Rafters 2X 12 RIDGE BOARD �7--- NO ATTIC STORAGE . _-- I For Cathedral Ceiling _ 2°-0„ � 0 3 Triple 11 7/8" X 1 3 " LVL Header' " o '(DA _-. _ With Obl. Jack studs Im PERIMETER WALLS ! - -- - ! 1 18'-3„ Fv 0ON"a PLAN 2X 10— 16110C.TYP. 'Double 117/8" X 13/4 " LVL Ridge I QAf i 2X12 PLATE I BUILT OVER RETURN GABLE ROOF �f*iQ�i 4r '' 2X10- 16" oc. WindowSchedule 45'X 45' Skylight /2" CDX SHEATHING II DOOR SCHEDULE i -- I 244DH3049(AA)31/4" Frame depth, White/PI White, Low E Glass 2X 2 RIDGE - 1Q Grille Interior Removable, Insect Screen, Meets Egress code, RGH. \ ASPHALT SHINGLE'S � ANDERSEN PS6,WHITE,LOW E GLASs,INSECT SCREEN,WHITE TRIM SET RGH. OPG. 613/411W x 6'-10 7/8" H OPG. 3'-0"X 4'-9" Tekos Typ. p ANDERSEN PS8 WHITE,LOW E GLASS, INSECT SCREEN,WHITE TRIM SET 2 244DH3049 AA AA Composite Unit Facto Narrow Mull Type #^ RGH. OPG. 8' 3/4 " W X 6'- 10 7/8" H ' i 2 3 45X45 V Supreme Skylight Operating with Screen { I ^ ANDERSEN PS8 WHITE WITH PS33611 S WHITE,LOW E GLASS, INSECT Double 2X10 pocket header Typ. �r SCREEN,WHITE TRIM SET RGH.OPG.11'-3 1/8"X 6'- 10 7/8" 4 244DH3030(AA) 31/4" Frame depth, White/PI White, Low E Glass , Double 2X10 Rafter Typ. I D 2068 PH. HC.TEX. 6PAN. 4 9/16"FJ. Grille Interior Removable, Insect Screen, RGH. OPG. 3'-0"X 3'-0" HARDWARE BY KWIKSET 2868 PH. HC.TEX. 6PAN. 4 9/i 6" FJ. 'rte 1E HARDWARE BY KWIKSET SYMBOL LEGEND � c�' NEW ROUGH OPENING SIGLE JACK STUD , DOUBLE 2X 12 HEADER 4068 DBL.DOOR PH. HC.TEX. 6PAN. 4 9/16" FJ. ;. HARDEWARE BY KWIKSET NEW ROUGH OPENING DOUBLE JACK STUD , DOUBLE 2X12 HEADER ` ' y C%�;, 6068 BYPASS KNOCKDOWN HC. TEX. 6PAN. 4 9/16" F.I. O NEW Roy IGH OPENING DOUBLE JACK•STUD , DOUBLE 11 7/8" X 1 3/4 " LVL.' ` A f 1668 PH. HC.TEX. 6PAN. 4 9/1611 FJ. WALL LEGEND 16"HORIZONTAL PROJECTION �/' HARDWARE BY KWIKSET �.4s ? ` -RAFTER PLAN EXISTING WALLS TO REMAIN s 0 -,a _!___ I 3068 EXT: /2 GLASS 2 PAN. FIBERGLAss 4 9/161 J. NO MOLDING NEW WALLS _.._ —' p e a i JGQGG r _ ' HARDWARE BY KWIKSET ,FULL GLASS SIDE PANELS "----� .1 2868 EXT. t/2 GLASS 2 PAN. FIBERGLASS 4 9/1611 J. NO MOLDING HARDWARE BY KWIKSET Pg. #2 of 4 (D tr 1455 AQUAVIEW LANE EAST MARION NY. Proposed Second Floor Family Room, —n �- an 0'ddA� �L�'Crafi60 60� 13'-6" 4036 By Pass Hollow Core Masonite 4 Panel SKY LIGHT WELL 1 7 Andersen DH2443049 Grilles & Screen White FOR FIRST FLOOR i R-15 FF IC) oG M 2X10-16"0C. TYP. 00 R-30 -4' x 6' Sheet rock return openingin wall 1 ti Beginning 36" off finished floor 314 « S Family Room D M J DBL.2X10 FLR.JOIST CANTILEVER FOR LANDING SUPPORT N J2 " Sheet Rock TYP. in ON X446110C. TYP. o, C ON 0 CO .9-,6 M �o Stair- Oak Tread &Pine Riser_f 36" High Oak Hand Railing UP 3'-0" 4 , 6'-6" — 13'-6" in of First Floor Walls TYP. 18'-3" 0 D 50'-3" o r® Osed 2nd Flr. Family R0® 2 Gaffe 4 "= T if � FEB 8 2017 4- BULDING DEFT. 9'-6" 7'O r '1!'01, SOU'UOLD MCS '°N`N i 1 . j AE ROVED AS NOTED OCCUPANCY OR DATE: �.P.# USE IS UNLAWFUL FEE: BY: � ' WITHOUT NOTIFY BUILDING DEPARTME{VT AT OUT CERTIFICATE 765-1802 8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLCWING INSPECTIONS: ' 1455AQuAviEwORIENT NY9 1. FOUNDATION - TWO REQUIRED FOS; POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING RENOVATION 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ON-LEAD CONTENT BEFCr�E BE COMPLETE FOR C.O. CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOLDER USED/N WATER YORK STATE. NOT RESPONSIBLE FOR SUPPLY SYSTEM CANNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED 2/10 OF I% LEAD. i CO" PLY WITH � � ��,-',,•. �u ALL CODES OF ALL PLS+'.;^iia 4".'�,STE NEW YORK STATE to TOWN CODES &WATt-'R u: r.:s ,�,��D AS REQUIRED AND CONDITIONS OF TESTING BEFORE COV•ERING`�` `SELECTRICAL 12" __ D INSPECTION REQUIRED 6" N.Y`. . TRU.C.",PLACARDIM RC-QUIR-'D DRAINAGE INSPF-.CT!0^"S ARE REQUIRED J = Contact TOS L-rngmeering at r:5.156J Defers Gackfill,OR Provldc FtiglnNar`S Certification - , fiat the draina3e has been installed to Code. IL O 1 LC AT !tom LEFT ELEVATION A'T I - - Y O " l ` 2 8» -- i- -� • � I i Waft KIGHT ELEVATI R EAR ELEVATION : SOWS , Yf i f sa E�C;4 ROBERT SAL CONSTRUCTION CORP. xrr ,,<< PO. BOX 72 GRN.PRT. NY. PHO 631— 65— NE 7 3708 .. Draftsman Robert Saetta Date Drawn 5 15 16 Pagel of 4 ! .. Title Raimi Residence 1455A uaview Lane,Orient NY. These Plans are the Property of Robert Sal Const.Corp and the use of these plans without written permission from P #1 Of 4 Robert Saetta is prohibited. g a ROBERT SAL CONSTRUCTION CONN PO. BOX 72 GRN.PRT. NY. PHONE 631-765- Draftsman Robert Saetta Date Drawn 5115/16 PaTitle Raimi Residence 1455A uaview Lane,Orient . � �� LANE i� ORIENT �• These Plans are the Property of Robert Sal Const Corp and Nthe use of these plans without written permission from - Robert Saetta is prohibited. 5/4X4 Spruce Packout �� RENOVATION- 2X6 ENOYA'TION• ' . 2X6 CEILING JOIST / --- � -- 10'. 0" 14,.9„ ; 1X8 Versitex . Front Yard RAFTER TAIL 2X4 CEILING JOIST 2xio/16"OC. VENTED VINYL O _,_. - i X6 FASCIA - O �� -- SEE STEP DETAIL#3. Page#4. « „ „ - ® NOTE DBL. FLR. JoisTS UNDER PARTITION WALLS 1/2 CDX 3 / 117/8 X 13/4 LVL. Q7 VINYL SIDING O E� Deck V 2x4 FRAME 5'-0"X 10'-0" I O 2X6— 16"OC. iiRo �ct F 3 / 11,7/8" X 13/4 " LVL. - F Breakfast look'. With 2 / 11" X '%z " Flitch Plates -r - SOF'FET DETAIL R-11 TYP. Bed Room o Bath Roo '4 2X10/16"oc. NT /(/ot to 9,aa�C _ - �"� Fo er �. 14'-6"X 14'-0" 6'--6' 10'-0 " 11'-0"X 10'-6" TRIPLE 2X8 JACK STUDS POSTED To FNDT. 9==W om2X10/16"OC. - - 9i4"OAK Fuz, 8' CEILING HIEGHT TYP. CERAMIC TaE FtR. 1 8/4"OAK F .R. s � ,� Double 2X12 Flush Header DJ _ 2X 16"OC.above to bottom of Rafter O �. _ __ bBt- 11 7/8 LVL CRESS.WINDOW , ' Posted to Foundation Q r M Double 2X12 Header ,� ON. SE CLOSING FIRE DOOR Kitchen � F �� ----------- - -- -- Double 2X10 Rafters 13'-6"X 19'-6" ao t(�(, 1 I - s For Cathedral Ceiling CERAMtc T y' DETAIL # I o TLE FLR. -— SEE DETAIL #1. �Ip� tp S6Q� THROUGH SECTION Laurieiry DBL. 2X4 POSTED TO FNDT.-; w A SEE PAGE #4 ALL RAFTERS ARE DOUGLAS FIR"LARCH #'I & BTR. _ _ __ _ -_. � 1 _ _ ._^ I ,. ,. bath- Room^_ _ - 3 / 117/8" X 13/4 " LVL. a 8@-611x W D N -- Great. R Cathedral Ceil CERAMIC TILE Fm ( ,CEILING JOISTS TO HAVE HANGERS. " 18'-O"X 25'-0" TRPL. 2X8 POSTED TO FNDT. wI l i2 tt D) 2X 12 RIDGE BOARD I - �/4 AK Fut. • N V Y � - 2X6— 16'OC.TYP: --- � ~ 8 { I 2X -ib"OC.Framing Typ. -- - - -- - - - No pPen � 2x4 f 16 C. Trn. � W . . o-� �n , " _ � , •_ - 1 - -- -- ___. � 'Iz " tHEETRocK , WALLS ; � � Dlning Room _ o� AND CEILING YP. r " -i u RIDGE STRAPS TYP. ,, _- -- ""' , Double 2X12 header C 13 -6 X ib -Q - RIDGE PENT TYP. /4 OAK ux. to �1 HURRICANE STRAPS TY 9! n Indicates Area of w m • I Be Cathedral Ceiling y iT--b iT-6' I ; End of Double 117/8" X 13/4 " LVL Ridge EXISTING CHIMNEY, RAISED I -- a/4"OAK FuL T PL. 2X8 POSTED TO FNDT. T— WALL PACKED OUT TO 2X Solid posting to 2'X2'X16" Conc. Footing - 2X10/16"0C.- ' _ :� I / Double 'X10 Rafters 2X 12 RIDGE BOARD I For Cathedral Ceiling No ATTIC STORAGE . 32 -0' Triple 11 7/8" X 1 LVL Hendee` � o With bbl. Jack studs PE171METER WALLS - " -- 1 1 %. „ FLOr"m 1 2X 10-- 16oc.TVP ( 8 3 J� 'Double 11.7/8" X 13/4 " LVL Ridge _ Q10 2X 12 PLATE/ BumT OVER RETURN GABLE ROOF 6Q� �'f "-' 2x10. 16" OC. . - • /2" CDXSHEATHING DOORSCHEDULE WINDOW SCHEDULE 2X 12 RIDGE ' 244DH3030(AA)3 '/4"FRAMEDEPTH ,WHITE/PI WHITE,Low E GLASS ' ASPHALT SHINGLE'S A ANDERSEN PSG,WHITE,Low E GLAss,INSECT SCREEN,WHITE TRIM SET '� RGH. OPG. 613/4 "W X 6'-1 O 7/8" H GRILLE INTERIOR REMovABLE, INSECT SCREEN,RGH.OPG.3'-0"X 3'-0» I 244DH3030-2(AA)(AA)COMPOSITEUNrrFACToRYNARRowMuLLTYPE ANDERSEN PS8 WHITE,LOW E GLASS, INSECT SCREEN,WHITE TRIM SET 12 RGH. OPG. 8' 314 "W X 6'- 10 7/8" H Z 3 1/4 "FR.DEPTH,WHrrE/PlwHrrE,LowE GLASS REMovABLE GRILI.Es IANDERSEN PS8 WHITE WITH PS33611 S WHITE,Low E GLASS, INSECT INSECT SCREEN , RGH. OPG. 61-0"X 3 -0 C " 244DH3049(AA)3 t/4" FR.DEPTH,WHn'E/PI WHITE, LOW E GLASS , I. 14 SCREEN,WHITE TRIM SET RGH.OPG.i 1 ti3 1/8"X 6 . 1 O 7!8 � - „ GRILLE INTERIOR REMOVABLE , INSECT SCREEN ,MEETS EGRESS CODE 2068 PH. HC.TEX. 6PAN. 4 9/16 FJ. 6 HARDWARE BY KmKSET _ — RGH.OPG. 3.O X 4-9 2868 PH. HC.TEX. 6PAN. 4 9/16" F.I. F;; �,` �" � ° E SYMBOL LEGEND .+'�f,�-�y�� 1 HARDWARE BY KwlKSET 9/16" 4068 DBL.DOOR PH. HC.TEX. 6PAN. 4 9/i6" FJ. Bi NEW ROUGH OPENING SIGLE JACK STUD ,(F) 2X12 HEADER � �•�` •a �,«+�"" �'''."� ��pp HARDEWARE BY KWIKSET NEW ROUGH OPENING DOUBLE JACK STUD, DOUBLE ZX 12 HEADER . ` r {i A •" 6068 BYPASS KNOCKDOWN HC.TEX. 6PAN. 4 9/i 6" FJ. C7 NEw Row IGH OPENING DOUBLE JACK-STUD , DOUBLE 11 7/8"X 1 3/4 " LVL_ G 1668 PH. HC.TEX. 6PAN. 4 9/16" FJ. WALL LEGEND -- � 16"HORIZONTAL PROJECTION HARDWARE BY KWIKSET EXISTING WALLS TO REMAIN �� 3068 EXT. 1/2 GLASS 2 PAN. FIBERGLASS 4 9/161 J. No MOLDING NEw WAL.Ls ` ~— I HARDWARE BY KWIKSET,FULL GLASS SIDE PANELS Saab / - 1 ' J 2868 EXT. 1/2 GLASS 2 PAN. FIBERGLASS 4 9/16" J. NO MOLDING HARDWARE BY KwIKSET Pg. #2 of 4 1455 Aau"mw LArqE ORIENT NY. RENOVATION !-- 9'-0" -- 15'-0" _New 8" Concrete Piers set on 18"X 18"X 8" cont. Pails -- -i —DEA.2X8Td . reate" 2X6-16"O�t`Treated • 2X6-16"0C.----'P!1 -� 34'-9" 13'-5 5/8" _ ii'-10" C � � i I•+ • r I Q ' o 14 Basement Crawf Space Block Foundation '° Block Foundation 1 '< N ' -8 3/16 OC.Typ. 4 YJ -- - ON --77- 4X44 g�1771r'77�7777LZZU.64444 r7r X8-16" . o Remain �� 2'X2'X16"Concrete Footing's set 6'-3"OC. 3"Zip columes to support triple 2X8 flr. 3 Joist;four 2X4 post's solid to Ridge. 01.4 = c 011 In 4 01 I to I Go X AA XP w _ Clock Pier - --- -- Of ,/ i X d _ 2X4- 16' 0 Framing Typ a . ,v a% n , X = CD O C bi 10 Girder BYock Piers -- - 2X6-16"OC v :. . .Crawl Space- m - N ` v 4"Com/Slab : .0 4—+1i ..___. _ a___� , ._�..�_^__ _ .._.. _____.... .. __...__ Foundation PlanRoor Plan AV Existing sting. Dem litia i 1 to Remain Interior Walls Removed were indicated and FLOOR PLAN LEGEND u R NOTES ExteriorWal s / �� ,.--- -- reframed as per floor plan page #2./Ceiling Joists removed and replaced as per floor plan Cross Hatched walls are walls removed. �' •i� pg. #2./2X8 Floor Joist to remain and sister as needed only front right portion of floor joists to be replaced as noted on Demo floor plan by and Ex/Triple 2X10 Main Girder Shaded walls are Rgh. Opg.s framed in q U. li'a'r Replaced/Existing Doors and windows removed,Rough openings framed in/Siding Dotted L><nes.md><cate Doors and Ce>�i><n removeJoists removed d and sheathing replaced as needed/Sill,Box Beam, seal and Termite shield - 3'of chimney to removed and to be reconstructed ROBERT SAL CONSTRUCTION CORP. to be replaced on front wall of Building/ y p Sheathed with "CDX plywood as per Rafter .NaJt. PO. BOX 72 GRN.PRT. NY. PHONE 631-765-3708 All Rafters to be removed,reframed and Sheat 'fz p yw Draftsman Robert Saetta Date Drawn 5/15/16 Pa e3 of 4 Plan Page#2./Finished floors removed,sub floor patched as needed Title Raimi Residence 1455A uaview Lane,Orient NY. These Plans are the Property of Robert Sal Const.Corp and the use of these plans without written permission from Robert Saetta is prohibited. Pg. #3' of 4 i 1455 AQu"iEw LANE _ORIENT NY. EXISTING GRENOVATION 2 SECTIONS OF T 1'I REPLACED UA E F 2' NEW ROOFING NEW GUTTERS_-- SHED ROOF ANIMAL SHELTER REMOVED-00` 109 EXISTING FRAME 2X4-16"0C. I (NO FOUNDATION) NEW VINYL SIDING z NEW WINDOW EXIS'I"ING OVERHEAD DOOR TO REMAIN EXISTING BLOCK FOUNDATION AND SLAB TO REMAIN EXISTING OVERHEAD DOOR TO REMAIN - t NEW ROUGH OPENING , NEW WINDOW EXISTING DOOR REPLACED ---- `� I J1 SINGLE .LACK -- DOUBLE 2X 12 HEADER EXISTING BLOCK FOUNDATION TO REMAIN �0 RENDERING Met 4 Scab _ 9' 229-0" � • - Double 2X10 Rafters , i SECTION OF T i i REPLACED Double 117/8"X 13/4 " LVL Ridge For Cathedral Ceiling FLOOR PLAN New 2"COX Sheathing 12 f RIDGE VENT TyP. ' &44 / New Fiberglass Asphalt roof Shingles 6 ' DBL. 2X4 TOP PLATE - Door Threshold 2x12 ROQFrPLATE NEW 2X 10-16190C. ' 5/4"X 6" Treated Decking House s 2X6 Ties 2X8 Treated --- - - - ' - I{� 2X4 OUT RIGGERS 2'OC R-30 2x6 FLYING RAFTER 2x12 Treated - - -- -- ��! 2X4-16"oc. SUSPENDED RIDGE -- �- SUSPENDED RIDGE $ - - - - -- 2X4— 16910C. GABLE END STUDS'` -" " CATHERDRAL CEILING IN SEE DETAIL 1. PG. #2. 3/8"X 31/2 Galvanized Lags with Washers 16"OC. NEW 2X 10 - 1s"oc. — ��-- GRI*AT ROOM ONLY. 4. . _ -N-.- - --- - s-is oc ' DBL.2X4 TOP PLATE , , ! NEW 2X10/16"0C. �\' — - - / 3/117/8-X 13/4"LVL. - R"3O \ With 2/11"X iiz"Flitch Plates — -- -- 113/ SEE SOFFET DETAIL#2. ON PG. #2.--- - -- Double 2X4 Post Ridge supports four 2x4s solid run �� Down to TX2116"concrete pads 2x41 s OC. Supports set 6-YOC.For the full run _ - -- - of the ridge R-11 - \ Existing 2X816-OC. (`! i f TRPL.2X8 POSTED TO FNDT. ' 71/2 EXISTING 2X4,46"OC. � -- R-19 Triple 2X8 s i • ` r 1 i-• EXISTING 2X8 -- 16"OC. ' EXISTING BLOCK FNDT. v, �+ 4" - - -- �`- SOLID BLOCK TO FNDT. k Continuous Pour Concrete Pad Full Length of Step Through-Section 24" -- - - - GENERALINUOTES NOTES ALL WORK TO CONFORM TO STATE AND LOCAL CODES cyt; TYPICAL STEP DETAIL ALL STRUCTURAL LUMBER TO BE#1. &BETTER HURRICANE STRAPS EACH RAFTER RIDGE STRAPPING AS PER CODE ALL EXISTING SHEETROCK REMOVED AND REPLACED i �✓ � �/� D STRAPPING WALLS TO SILL AS PER CODE /10�+ SGQGG ALL EXISTING INSULATION REMOVED AND REPLACED AS PER PLANS ;;� . ALL FINISHED FLOORS REMOVED AND REPLACED AS PER PLANS TEKOS AS PER CODE a� . --- - -- - ---- ALL XI EXISTING WINDOWS REMOVED RdH. OPG.S FRAMED IN �^ � ` fi CONSTRUCTION CORP. ROBERT SAL CONSTRU NEW RGH. OPG.S FOR NEW WINDOWS As PER PLANS ALL NEW INTERIOR AND EXTERIOR.DOO ;WITH NEW RGH. oPG.SP LANS. PO. BOX 72 GRN-PRT- NY. PHONE 631-765-3708 . r• ; S/15116 Pa e4 of 4 ALL NEW ELECTRICAL, SERVICE ,PANEL ATIIJ.�A/[RING. -n._,.� .� • Draftsman Robert Saetta Date DrawnALL NEW HEATING ,FURNACE, DUCT WORK , PLUMBING PIPES AND FDcrURES. Title Raimi Residence 1455A uaview Lane,Orient NY. - - -- These Plans are the Property of Robert Sal Const.Corp and EXISTING WELL TO REMAIN.EXISTING SEPTIC SYSTEM T RAG the use of these plans without written permission from ----- Robert Saetta is prohibited. Pg. #4 of 4 `i REVISIONS: 3 3 / 11/4 11/4 11/2 11/4 11/4 11/4 11/4 11/4 LA o SINK STORM WATER MANAGEMENT DETAILS �� (�N` W.C. �� ' W.M. D.W. • N.T. . O�� 6 H BA H GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRA1t�PIPE I/8'SLOPE GPM 1/4"SLOPE GPM (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER- 1 1/4 3 2 1 1/4 Z 2 3 340 480 2 1068 46 3 44 68 2320 96 C.O. 1 1/4 I C.O. 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 I 1 1/2 I C'�' 3 F.A.I. 5 1250 1760 3 3220 134 5 6680 278 9440 392 3 3 O `+• 6 1920 2720 4 6920 288 6 10700 444 15100 28 W Q z OGEE GUTTER-STANDARD 5" " NOTES. 4 1).E(ECUTION: O A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. SLOPE II 1/4" PER FOOT PITCH TO DRAIN F-� TO APROVED 2).PREPARATION: 4"C.1. SEPTIC SYSTEM A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Z TRAP HOUSE B). PREPARE SURFACES USING METHODS RECOMMENDED THE MANUFACTURE FOR PLUMBING SCHEMATIC / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. O ROOF AREA:1925 SO.FT. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR AT 100%WATER RUNOFF:322 CU.FT. METALS WITH PROTECTIVE BACKING PAINT. PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS TA TION. PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ,'�VI`.T S o DRYWELLS CAPACITY:338 CU.FT. GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a) OPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMLNUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT'. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O COMPLETION. 1 Oo C r e o 'o REScheck Software Version 4.6.3 U It � ComrAlance Certificce IT, Qa a Project H � z aW Er:I Code: 2010 Netr York Energy Cortser'vation H O Location: Suffolk County, f'Ierr York �t Construction Type: Single-family �I 24"OC I } Pre)ect Type- Alteration Climate Zane: feTnit Date-- 4" Permit Number. I I I ' I I I I 1 I I Construction Site: Erne g t: [?esigrker ontractor: I Raimi Res4ence Mark5chwertz AmWtect 1455 Aquevtew Lane P.0-Box 933 U 1 I y Q • • •• ' • • Orient_NY � I i 1 � Cutchogue, �11435 X631-734,4.18 II 1 1� I � / I II ' I nn�sena'I' 9ine.rrCt � I I#10 STAINLESS STEEL I ' I f ' I I ' J 1 f OR GALVANIZED • 1 I • • ® J •• I' ( • l J ( • X / O J �.WOOD SCREWS W ( ' + / ' ' ( I I 5 r.,,._. L I , I • WASHERS @ 12"O.C. I � I I I I � 1 1 l Carr p112rre: 2-u%Better Th-an Code V-QXlmurrl UA: 359 Your UA. 349 I I I I 1 l I I I I 12"D.C. 12"OC J I O X O I lI I ( The 1b 64"rcrwmve Tk0n cod.h Wh g rMfF•:3= how e#-at 1a COMD[ of+0 hou"a box"on Cdr trvdt az f Mkx. I �+ v� It DOES Nor�!•n•rtimMat of•rrtry1 use w ems..re6tiv!to■mevmfr-s czIft}rami. - , • tiI til •• I , I C. o � � E� ��O Assemblies O ` • • ` ( ` y I I I 3/4"SHE APA PLYWOOD p m b l I e ss � p I ` j` �?. I �1� >✓/ / I IN I 11 / I I I 1 l � ` SHEATHING 1/2"APA RATED SHEATH G 1 I 1 1 I t •'j 1 1 I GRADE PLYWOOD I I I / Y� I r a l (ALTERNATIVIVE:7/16"O.S.B.) 1• I I • I / I / 1 I / y� a , Lr j I i 9 gym,.„ .r k, 01 Cn I l.. 1 1/2"APA RATED SHEATHING � � � � / � � s � .11:�r-d.LbT..1 i � N I (ALTERNATIVNE:7/16"O.S.BJ RADE PLYWOOD Floor 1:All-Wood l rrussOhrer IhvcondiCxyI Space 1.,925 19.0 0.0 0.047 94 .0 W • I ' � � ' � ' I I I! istf 1 ( I I 1 ( i • • I ! •• I 1 • I ! • Oeling 1: Cathedral Ceiling 450 3D.0 0.0 0.034 15 #10 STAINLESS STEEL Ceiling 2:gat Ceiling or�xis�rTrim= 1,475 30.0 0.0 0.035 53 '/ ( I ' ( OR GALVANIZED J 1 2X4 DF#2 WOOD SCREWS W/ STUDS ' ( I ( I I I wan l:Wood FmTne,1S"o.c. 1,4E9 13.0 0.0 0.092 93 I ' WASHERS @ 12"O.C. I• ( j ' ` �I J ' / Window 1:brood Freme:'Qlouble Pone with Low-E 104 0.3130 31 W 1 WINDOW SILL • I r ( \ • I ( \•• it- TYPICAL ' I I I• Door 1:Ole;s 175 0 294 5I WINDOW OPENING 1 I ' (LESS THAN 4'-0X8'-0"OPENING) ( I ( #10 STAINLESS STEEL U OR GALVANIZED Door 2:Solid 63 0.280 1$ O WOOD SCREWS W/ I WASHERS@ 12"O.C. rn • I - • ' Compliance Stateman� The proposed building design described Iver~is eor--istent with the buifcling piers,specificubons,and other � • • • • • telcvletionz subrTvtted with the permit epplication.The pTvposed building hes been designed to meet the 201 D New York Energy TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES Conservation Corztruction Code requirements in F.SScheefc Version 4.6.1 arvd to comply with the mandatary requirements rated in o� (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DF#2 STUDS CONNECTED the P.EScheck Inspection Checul-st TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"D.C. •ame- i 1 e Signature Date TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Project Title: Report date: 0S105116 ti 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 Data filename:CftUsers�Draftirlg Station'4DDcu..ne'nts1 EScheckWANI-SAET A.rck Page 1 of 1 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. ',f''f A T 9C�a`� b p. is '7 .. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. g. 4 DRAWN: MH/MS F. :: r SCALE: 1/4"=V-0" JOB#: August 05,2016 ^� O SHEET NUMBER: A- 1 3 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 WALL STUD • CRIPPLE STUD 0 ° BOTTOM PLATE RIDGE LEDGER BATHTUB 0 DOUBLE JOIST • HEADER SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 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 JUSP NUMBERI DESCRIPTION APPLICATION IRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT, PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 / 9 / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ,ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING X24"OC WALL STUD THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD RAFTER CHIMNEY AS REQUIRED � z WALL SHEATHING RAFTERS MAINTAIN H SILL PLATE(S) , ` VENTILATION WOOD JOIST Q u ' • ' ' • ' • ' ` ' SIDEWALL FLASHING FOUNDATION ' BLOCKING R' ' - - FINISH WALL AND MOISTURE TOP PLATE 2x4 LEDGER B LOC KING w Z STAPPIING TO B E ATTACHED TO WALL STUDS ©48"OC BARRIER - LAP FLASHING ,�/ ANID ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIST FF--«ii 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 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TY'DOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALLop / ROOFING LAPS BASE 10 ' FLASHING 4 INCHES / RAFTER / BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING a SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT H WOOD JOIST TOP PLATE �D z GIRDER/HEADER - d SIDE WALL FLASHING 1S1. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST ~ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS M "I INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOC ATION USP NUMBER DESCRIPTION APPLIC ATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE INSTALL 4'0" O.C. CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF 0 ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OBL. SILL PLATE O TERMITE SHIELD Io r"-- SUBFLOOR N a SILL GASKET WOOD JOISTS m moi+ o NEOPRENE ' x u CONC. SLAB GASKET '•`. 2x6 /2x8 CONTINUOUS WOOD PLATE Poo m o TYP. CONC. FOUNDATION A , � +. ;r~ DAMPPROOF EXTERIOR 6 MIL. POLY I , ( 0 r x o 6MIL POLY ON EXTERIOR v GRANULAR FILL � BOLTED TO STEEL BEAM WITH ° v s STEEL COLUMN � 1/2 " DIA. BOLTS © 48" o.c. STAG. �" a A4 ° ROOF JAC K �`� o °� 00 CONC. SLAB o p ' � �', \� � �� STEEL BEAM � ANCHPOUREOR BOLT D CONCRETE:EDMENT: `�` 4" x 1/4" x 8" STEEL u n COMPACT FILL o A h ROOFING LAPS . TOP AND BOTTOM PLATE to V B LOC K WALL: 15" ` ° • d • 1 p FLASHING AT ' C\ cn KEYWAY FOOTING /` CONC. FTG. Q'p p' `� WITH 1/2" x 6" ANCHOR BOLT 00 ( d° ° ,p �' 'p USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . 1/2" GROUT N 1, o : O ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) `�, 0 W e REINFORCING BAR 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � W TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. C 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. RAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING u � ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O �— SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR G — � I USE 2X8 STEEL BEAM � FOR BLOCKOUT '• � SLAB W/ 6 6WMM \ SLOPE ' P.T. PLATE �� " i 4"DRIVEWAY U —� NOTCH JOIST AND ADJUST HEIGHT AT2ENDIRANDACE% �`%` < t <� ° °„ 7 1 2? • e e• e (WITH A NAILING PLATE IF NEEDED) • d` .p ° n e , TO BE APROX. 1/2" OR HIGHER THAN ' Zc ES OF WOOD ,p STEEL BEAM TO ALLOW FOR SHRINKAGE ° GI , e--=--cT--=--z e, BEAMS D D O 'a • 'e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE y7� 'p A • ,n D l�r'4 ° D G%' ° ,' D =111 I e pad Q 6X6 W.W.M. i e,° �aC� °• ' A e %d 4 d 1 I I I IE SUBFLOOR�12" '� '� 'p ^ NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM •� n • REINFORCING BAR . D �► REINFORCING BAR c ° NOTCH EQUALS 1/4 DEPTH OF BEAM Il— ° D �".&.t, � °° I�_I I DRAIN TILE I_ I l . • o — _,JOIST ' 1'■ 2-=' 'o e� SHEET METAL 30 FELT UNDER BEAM AT POINT ° 4 L�'A� �e �a ° / # STEEL BEAM ,.,;•-- '�.-;+•.` OF CONTACT WITH CONCRETE OR CONC. BLOCK —i I ;�; F'r 01, , � "r. • 3" PLATE (BOLTED TO BEP .'`.�IN y$C� •y, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e c^ SHIMS TO LEVEL BEAM `J I REINFORCE FOOTING WITH 2 4 REINFORCING BARS. �'0 �' ( ) # L a? i A DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM r' , �k GARAGE DOOR BLOCKOUT L' <:f',. y SCALE: 1/4"=1'4' BEAM POCKETJOB August 05,2016 SHEET NUMBER: 0 1,! A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED KING STUDS TO - 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE HEAVY MODERATE 4" DIA.MAXIMUM CRIPPLE STUD RAFTER DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Vol RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. M 3). Posts supporting girders shall be anchored to a minimum 24"x24N12"thick concrete footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers STAIR RAILING and nuts at 16"o.c. POOF_L LSTA24 1.1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE v� MIN 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored Z to girder(s). O 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W 1 11 RAFTER Q HANDRAILS 9), Use simpson hangers and anchors with Z-MAX tripple protective coating or equal Z RAFTER for any contact with ACQ. O TOP PLATE 0 •. POST HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following types ZO BALUSTERS or provided equivalent graspability. W U RIM/DECK JOIST ° 1).Type 1. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not llreater OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. if the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIII CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF dimension of 2-1/4 inches. ALL HANDRAILS SHRILL BE CONTINUOUS THE FULL LENGTH THE STAIRS. RIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH 2).Type II. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESSSS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL R EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT ER PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the rT� profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the (v) 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a W 4"DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum W radius of 0.01 inches. GIRDER/HEADER ° ° NAILING SCHEDULE z JOIST POST/COLUMN ° o ° oPOST/COLUMN F SHEATHING: � Hw�-yy JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING O GIRDER/HEADER STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC ^' H POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QTY SPACING NOTES SPLICED JOISTS OVER HEADER/GIRDER 44 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMNTOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 101ST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRt/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3488 COMMON' EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING J0I5T TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE N OVER PARTITION WFCM-SBC LAP NAILco o ® STU COLLAR TIE AS PER TABLE 3.4 EACH FACE 0 M v BEARING PLATE TO RAFTER WFCM-SBC END NAIL of .m`°. GIRDER BLOCKING 2 .8d COMMON EACH TOE `' X 0 tt TO RAFTER END NAIL �; ti ° RIM BOARD EACH END v tn .°2 • 4 2 -16d COMMON o 00 TO RAFTER END NAIL r- 0 a ° WOOD JOIST •; ,• •; „� 4as WALL FRAMING: LEDGER /H GIRDEREADER I I CONCRETE PIER r "" • JOINT DESCRIPTION NAIL NAIL MOTES U ° I • �. QTY. SPACING N v WOOD JOIST WOOD JOIST TOTOP PLATEP PLATE O 2-16d COMMO PER OOT FAKE NAIL W •�'•" • TOP PLATES AT 4-16d COMM01, JOINTS FACE INTERSECTIONS EA. SIDE NAIL 2-16d COMMO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE I I FOR HEADER, HEADER/GIRDER-TO-POST CONNECTION STUD O.C. NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) � THE PROPER STEEL CONNECTOR. HEADER TO 16"O.C. FACE � LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS i I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY 70 EACH PIE TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END ''•' REQUIRED l l PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE 0 BOTTOM PLATE TO: V) FLASHING TUCKED UNDER I FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT TOP PIECE OF SIDING AND PER FACE NAIL 11 END JOIST OR BLOCKING LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: NAIL 1/2" DIA, LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION NAIL NOTES QTY. SPACING CONNECTED TO BLDG. @16"OC JOIST TO: STRINGER POST SILL,TOP PLATE OR GIRDER 4-8d COMMONPER TOE JOIST NAIL U @I6„ c MINIMUM END DISTANCE BRIDGING EACH TOE (a)THRTO JOIST 2 8d COMMONEND NAIL BOLTSOLTS � P944 POST a ' ANCHOR "dia• � • BLOCKING EACH TOE ..,• - MINIM M TO JOIST 2 -8d COMMON END NAIL FLOOR FRAMING c e' PIER 16"TREAD ,•o o e " 2x JOISTS o• o o y� o• END ANCE 12"x12"x12" y v BLOCKING TO: EACH TOE ° e '.• .• •o '• • •. > SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL RADE y Q c CONC.R SLAB •°,% o • S; CONCRETE FOOTING LEDGER STRIP EACH FACE' (AS REQ.) '4',p° t" t" BLOCKING FOR b y �� •�",' , JOIST HANGER s^dia. n , DECK PIER > 3 -168 COMMO N LAG BOLTS p p CONC. PER PIAN w V TO BEAM JOIST NAIL F� JOIST ON LEDGER PER TO, D '`'" TO BEAM JOIST " +IN S f, 3'-0 11"*' PIER HOLLOW COLUMN UPLIFT 3-8d COMMONC 5; RIM JOIST/BD. � �' o°< �<°�,' SIMPSON STRONG TIE MODEL STRRI/2 �- +` DECK POST FTG.CONNECTION BAND JOIST PER �� F 01 1° 4 '� INSTALL AS PER MANUFACTURE'S RECOMENDATIONS 3 168 COMMO r ;. -jr f4 TO JOIST JOIST a ,� F,;. DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION .. - ,�.. ..• ' e BAND JOIST TO: PER , 2 -16d COMMO T '.i # SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHO ! o NAI R APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT } �f ! • JOB#: DECK/PORCH LEIDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING `� °� August 05,2016 SHEET NUMBER: '�F N �� -3 REVISIONS: GENERAL 'I"N" OTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 210 EDITION 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 NAIL NAIL NOTES 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 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 EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 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 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 CURRENT 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 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) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 MS (SLEEPING) 30 responsibility for construction ocoordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL 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 QTY GAURDRAILS ANY DIRECTION SPACING NOTES 200 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 (DESIGNED FOR CAT.C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. p g p p g' 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 Q 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE Z 6). The General Contractor is Ito ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: SCUD TO M 24" FACE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p pp 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 Sym.: p g FIRE PROTECTION Q 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® Z such as bookcases, shelving, pantry, closets, trims, etc. g g q p in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 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 COMMO PER 2x6 STUD NAILENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: [7 FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 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 10ESHIELD determine intended heights of'finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD HAZARDS Allowable sidew (MPH)lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL ( ) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undi4turbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 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 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 �r-TTll NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. w 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 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: 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 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD W 6" maximum lifts (layers). alongthe open ceiling art of the building. Connections to the ride and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. d COMMON 4" O.C. SEE NOTES: 1,3 a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one p g p g' g LEDGER STRIP EACH FACE @ @ p g• attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER ;3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL F� a 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 w - 16d COMMON the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 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, ~ `n O 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. �t '-' SILL OR TOP PLATE FOOT SEE NOTE: 1 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. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 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 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. ) p g g g 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. 2). Unless otherwise noted, alll 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.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION N v otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 BOTH FIELDS m s; o g g where needed. GYPSUM 5d COOLERS 7" O.C. EDGE 4' EDGE SONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ) 011 N .5 v NOTE: 2 FOR PANEL FIELD �` U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have' (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 "' openings. LVL headers to have (3) jack studs and (2) full length studs on each side of o for wall WALL SHEATHING: ° w ,14 openings. Bearing wall window sills shall also have (2) window sell plates fo 4 1 7 . All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 2 � 2 E openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9. Provide fire ) Pp g to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. -u and blocking where applicable. QTY. SPACING o � �, 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams headers to be installed with heavy duty galvinized hangers and Yp g PANELS 8dCOMMON WFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � u anchors where applicable to a111 connecting joists. PLUMBING NOTES be used. rn 7/16" OSB 3" O.C. EDGE N 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 f� Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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 10" O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) wound stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) p g' g 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 W JOINT DESCRIPTION 8 . Dormers running u roof rafters are to be supported b double afters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E" g p pp y state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMON6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U U 9). Provide blocking/bridgingin floor joists at 8'0 o.c.. Use solid bocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD N OT ES 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. Instal'draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 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 minimull 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 overplates and headers. 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 �V 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, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Adv2ttech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �. adhered with PL400 adhesive and screwed to floor joists. Finined floor to be installed ELECTRI CAL 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. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ' Pq 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12" PICAL). es 13). All bathroom walls to have 1/2" thick moisture-resistant 0eetrock. Garage walls and 2).When wall sheathing is continuous over connected TESTED BY ALIFTS PROFFE SIONA AOGENCY NTRACTOR FOR COMPACTION.TO HAVE FILL4)flame and products of combuAt openings around vents, t onnd ducts at ceiling and floor level,to resist the free passage of 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 fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetroclk. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. �.•-d"�''�4 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. �f o approved equal. Flat roofs slhall be applied with a Fiberglas base sheet with an EPDM 4-�� "J SC i+.r �� .•��R� DRAWN: MH/MS 1 Fj torch down type material ovelr. SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ` August be installed with a foam sillgasket and to -r-tex termite shieppqJOBt c :�- O5,2016 ld or aroved eual Cop ®�'. , SHEET NUMBER: �.� A-4