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HomeMy WebLinkAbout37919-Z gUPrFOLIr Town of Southold Annex 8/27/2013 P.O.Box 1179 CM 54375 Main Road oy 1 Southold,New York 11971 4jd1 � �.a4tj CERTIFICATE OF OCCUPANCY No: 36438 Date: 8/7/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 525 Deerfoot Path, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 97.-7-20.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/28/2013 pursuant to which Building Permit No. 37919 dated 4/8/2013 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: addition and alterations to an existing one family dwelling as applied for. The certificate is issued to Gary&Randy Ackerman (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37919 8/6/13 PLUMBERS CERTIFICATION DATED 8/2/16 Cut, ogee East Plumbing Au th ed ' atur o�SOFFntX�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37919 Date: 4/8/2013 Permission is hereby granted to: Fahrbach, George & Fahrbach, Christine 525 Deerfoot Path Cutchogue, NY 11935 To: construct addition & alterations to an existing single family dwelling as applied for r^ At premises located at: 525 Deerfoot Path, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-7-20.1 Pursuant to application dated 3/28/2013 and approved by the Building Inspector. To expire on 10/8/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $532.00 CO -ADDITION TO DWELLING $50.00 Total: $582.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION.FOR CERTIFICATE OF OCCUP NCY 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. -Swum statement from plumber certifying that the solder used in system contains less than 2110 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'? Iand uses: 1_ Accurate survey.of property showing-all property lines,streets,building and.unusual natural or topographic features- 2. A property 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. Certif cafe 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 s / Date. 9-ZE- - 1 New Construction: V Old or Pre-existing Building: check one - g � ) Location of Property: CU 7—GF[OG66 House No. Street. Ha le Owner or Owners of Property. Suffolk County Tax Map No 1000, Section q7 Block Lot 20, Subdivision Filed Map. Lot: Permit No. 79/9 Date of Permit._ g- / Applicant: Health Dept.Approval. Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applican Si nature Town Hall Annex Telephone(S31)-755-1$02 54375 Main Road P.O.Box 1179 Fax(63 i),7f�-9502 G - . . Southold,New York 1.1971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date: ����� Building Permit No. Owner: /l G F—t✓ �i �V (Please print) dklue- *- I a Plumber: ���\ (Please print) 7/ e7 7— P I certify that the solder used in the water.supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) , Sworn to before me this day ofA 2013 CONNIE D. BUNCH P Notary Public,State of New.Yorlc No.Oi SU6185050 Qualified in Suffolk Counfy Commission Expires April 14,2 Notary Public, �A County sufFock Town Hall Annex p� COGS Telephone(631) 765-1802 54375 Main Road o :� Fax (631)765-9502 VJ $ P.O. Box 1179 0 • Southold, NY 11971-0959 y?j�! �.ap! roper.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ackerman Address: 525 Deerfoot Path City: Cutchogue St: NY Zip: 11935 Building Permit#: 37919 Section: 97 Block: 7 Lot: 20.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Electric License No: 4468-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt . Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: Aug 6 2013 Electrical Certificate.xls 3 7� / ��Of SO(/T�OIo - TOW OF SOUTHOLD BUILDING DEPT.-. 765-1802 INSPECTION I. ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI L REMARKS: l - j DATE INSPECTOR. �o��Of SO�j�olo o�yCO�N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -. [ IF UNDATI.ON 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRIC _AL) REMARKS: - - o. DATE INSPECTOR G� OF SO(/T�ol �o OOUNI'I,N�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FQIADATION 2ND [ ] INSULATION [ 'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .r DATE W-3 INSPECTOR SOUIyOIo N iC Iy�OUM'I,Nc� 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 INSPECTOR ' f� SOUry�! �ycOUNT`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R -UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� �Z- �� INSPECTOR OF SO(/Tyolo cou 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 kLELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f 6k �7 INSPECTORS;j� ' pF SOUr�olo couto TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P BG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 13 INSPECTOR OF SOUlyolo ��'YOOU�R'I,Nc� �� TOWN OF'SOUTHOLD BUILDING DEPT. M� 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 /'� INSPECTOR FIELD INSPEi-MG ON REPORT DATE COMNEr FOUNDATION(1ST) oc FOUNDATION(2ND) �1 LA ROUGH FRAAMNG& PLUMBING T IN$UL•ATION PER N.Y. ' STATE ENERGY CODE C ' r FINAL ADDITIONAL COMMENTS c' Z• z m rt I 0 , � z r 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. Trustees C.O. Application Flood Permit Examined 20—f5- Single&Separate Storm-Water Assessment Form Contact: Approved , 20J Mail to:� `G Z Disapproved a/c Phone:_�� � Exy'ration ,20 U Building Inspector MAR 2 8 2013 LICATION FOR BUILDING PERMIT Date , 20 Bloc. DEPT. INSTRUCTIONS .- TOVVN OF SOUTNOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on,premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no,zoning alirendn ents 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, agen(arch:it:), eingineer, general contractor, electrician, plumber or builder Name of owner of premises /K (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer a (Name and title of corporate officer) r Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wilj be done. House Number Street fHamlet County Tax Map No. 1000 . Section Block 7 Lot �. r 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 .S1 AJ Cv 6, f�/Lf C� y 2,� 5. b. Intended use and occupancy f 4 ev 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number ofcars 6. If business, commercial or mixed occupancy, s ecify nature and extent of each type of use. 7. Dimensions of exis i g structures, iJFront Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth' Height Number of Stories 9. Size of lot: Front �� r/ Rcv Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated l`- ` -a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO/a 13. Will lot be re-graded? YES NO--eWill excess fill be removed from premises? YES X, NO 14. Names of Owner of pr ises C�C � / Address Phone No. Name of Architect � �Z— Address Phone No '774 1 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,Ap�eREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO VN * 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. CONNIE D. BUNCH Notary Pudic,State of New York No.01 Btj6155050 _ SPATE OF NEW YO RK) Qualified in Suffolk County SS: Commission EXPires April 14,2 � COUNTY OF C being duly sworn, deposes,and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the C (Contractor, Agent, Corpor to Offic 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 h -- �day of CA 20 t_ Notai•y'Public Signature of pplicant op�'r Town of Southold - Chapter 236 - Stormwater Management 1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner •AgoConstdtant-Contractor or Other(Cbcb One) Pr rty OWNER:(if Different than Applicant) Address: �Glrrc.J-ODT fFx 4 2 Telephone V a� i E-Mad E.Mail: Property Addreae: Brief Description of Cons=ction Activity,Proposed structural BU?k Soil I 5=191.#: 1000 O f Slabaliration BMWs,Wroiect Scope and/or Sequence of Construction Activity i Dh6m demon Bbek let tProVWa A00'dionel Facade es Neeeee) . Nano of Contractor end for Conrad Person Responsible for Implementation of SWPPP: Address: TelepttoneaA E-Mail. Name of Persons Responsible for Installation a MAIntenizin ce of Erosion Control Practice: ----- --- ----------------'------------------ -------------------------------------------- Telephone a: Far* -------------------------------------------- E-Maih. -------------------------------------------- Total Area of Au '-7� TdalAreaoftandClearNtg k ------------------------------- + / r V ) _____-__- -- Project Parcels: O (O ./ andlor Ground Disturbance: (sF.rA�) --- -- -------- (SF.rA—) -----•---- Pm)ed Duration: Start End -.- + (Anticipated) �� Data. /3/(ir 7 Date:QP i _-_-------__._- ._--_._ i rAm� rd Cele�reya) _'----- - WIIl this Project Dlsturbe five(5)or More Acres at -__.__.__^.._ __._____.__.____ - ____-^ Any One Time During the Proposed Development 7 Yes No ------^-----•---------------------- ---------- DYES:Plan Answer Itra Following) - I a. Does the Applicant have a Qualified inspector On Q f' Staff To Conduct the Required Inspections 7 Yes No I It. Does the SWPPP Indicate How Frequently the Site Q List the NAMES or description Of all Potentially Impacted Waterbadiea earliert+Petiands: Inspections will Occur and for What Period or Time 7 Yes No + c. Does the SWPPP Adequately Identify All Temporary r--1 F-1 --------------------------------------------._..__ and/or Permanent Soil Stabaltzation Measures 7 Yes No d. Does the SWPPP AdequatelyldentifyaComplete � � '-----.._-_..-•--•--------••------•--_-_,-__---._.-..-_---_---_-- Projeet Phasing Plan 7 Yes No ---- e. Does the SWPPP Indicate Additional Site Specific Status of Impacted waterbody:(eg.TMDt,303(d)Listed,Impaired_) Practices that Will be Utilized to Protect Water Quality 7Yes LNo I. Has the Applicant Submitted a Completed DEC Notice Type of knpeded Waterbed:(eq.Lake,Creek y 'yydr Of Intent and SWPPP Acceptance Form for Review � = ) by(he Town of Southold 7 Yes No Notary Public,State of New York i STATE OF NF.W YORK, du t r au oun C UNTY OF. v��� CO . .. .........................SS mission Expires April 14 2 . That I,. Lk��.. ........... .. .being duly swom,deposes at lie/she is the applicant for Permit, I .. (Name d tndivl I eipnin DnewneN) 4auorn�iz And that he/she is the ........... . .......... ...���.......................................................CenkadorOwner and/or representative of the Owner or Owners,and is dul 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 herewith. Sworn to before me this; :..._-(-7 '.-'-2... ..........day of -.._ •-- ,201 Notary Public- amV\.A.?..... u�� ......................................................................... (Shr a App6car1) I '\SWPPP Assessment FORM: 03-12 i Town Hall Annex If Telephone(631)765-1802 54375 Main Road y, (631)765- 5Q P.O.Box 1179 2 cr roger.richert egn.souf950 .nv.us Southold,NY 11971-0959 Z BUILDING DEPARTMENT TOWN OF SOU'THOLID APPLICATION FOR ELECTRICAL INSPECTION � t REQUESTED BY: - C Date:r /� Company Name: Name: License No.: //ZYU Address: Phone No.: JOBSITE INFORMATION: (*Indiic ,atea requird r��orrnation) *Name: /T 4 zao& a?�R' � Address: UJ Cross Street: *Phone No.. Permit No.: Tax-Map District: 1000 Section:_ � ^Block: 9177 Lot: c�,X, *BRIEF DESCRIPTION OF WORK(Please, print ;ls :rl,v` V, ihl '0o s _ ' ` (Please Circle All That Apply) *Is job ready for inspection: (. YES NO. Rough In Final *Do-you need a Temp Certificate: YES i�1O Temp Information (If needed) `Service Size: 'I phase 3Phase ;GO +S%j 200 300 350 400 Other *New Service. Re-con nect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLIC 19 R.� r . JUN - 2013 r� ]01 82=Request for Inspection Form - � � � �f BLDG.DEPT. �� TOWN OF SOUTHOLD TOWN OF SOUTHOLD PikOPERTY -RECORD CARD OWNER ' STREET VILLAGE DISTRICT SUB. LOT Xe- .� Yv " FORMER OWNER N E ACREAGE S W DING TYPE OF BUILDING 'rLL /per M . J.�EE13E . . ES., SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value I I LAND IMP. TOTAL DATE REMARKS -- / I i T, r i4.,, �5 NWd�sJ E'h Q" ri f frn .1 n D � � /tS - �. S'/aL� 7Soo. 'Ne:��vo, Pf4 ��. W.M.{3FEQ 70 J.J Chp�:r�s �.N4.-w -���.. z c '6, a d -2y/77 �r-,A m� h�Nie; - es V_ Op 7 D . �7177 a AXE Ua,1L I NG CON AL EL ' l7� OVE FRONTAGE ON WATER Do Farm `0 0Acre V lue Per Acr 1 Value FRONTAGE ON ROAD Ilable 1 BULKHEAD Ilable 2 DOCK table, 3 :)odland 1J ampland ishland use Plot al __ • r e4 OL ' - i Mt 001 M. Bldg18 2c�/)( 3 � _ 7.3p c1 �c; 3 �uA Foundation `p Both 2 Extensio Alf3. 2 (� Basement . Floors Extension Ext. Walls tv. SA, Interior Finish Extension Fire Place / Heat �� 0 f r rj 7 j Porch Roof Type 7e c� Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway Dormer O. B. p OWNER STREET VILLAGE DIST. SUB. LOT OWNER-' STREET VILLAGE DIST. SUB. LOT sohiv P 'r�es DEr")e va . uE' °l esc�P� �3t FORMER OWNER N E ACR. /�'laoSt= •Cdv� S , p/�/ 3'.. .J V���.vp�`S . J72 S W TYPE OF BUILDING W .L1Am /1- f?r---es� Moose COV& �'. Aiv, 7) �,- RES. SEAS. VL. FARM COMM. CB. MICS., Mkt. Value LAND IMP. TOTAL/ DATE REMARKS /O 0 / 0 ✓ � 7 t o2 /-1— . 0 72 fie• Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD as. McQdowkwid - DEPTH • /2.5 sous® Plox BULKHEAD rotai OWN[R: E �As A I , 1. 19T - � � klf tC3 for ths } ��•>;ave been, �TErI. , Sap.ted Ly th!� t'nad found) lu/ to stP£i�4���:1 AREA: -;� - - - 61•�LG.So�{�,sfe,ctary Gf�rW\ �. N. - - Ch1.fc ;,9 ��8��,.4A� tn� DEED: $e�` � s t.o r ;6 . ..• �, g��( �� Lo 7' a `- i�\ .1> /Z5.0 Q O f a c, o '•, (� C ip it o .0 CIL I 7—ulw: 01 S d- y u � o { •J.. O I Z D o CO i LOT LW6 O ----�..�,.--- �� �reGS�l2VE0 f^Qe 2 -Q4D N 4NAUTNORIZED AL1IRA1IOH OR ADDIrIQIL' J f �44 FO'THIS SUCVEY IS A VIOLATION Of \\v Q . SECTION 77DV Cr THE NEW YO?X STATEIt ` 1 / / _ j/•{., EDUCATION LAW. \V m ; '�r �a s Cr THIS SURVEY MAR NOT FEARING THEC.LA 1 �N s.��,•�o'zo-w. — I�.I.O THE LAND SL•:iVrYSR•S IMED SEAL OR O u W CSSED STAE SHALL NJT F(CONSIDERED • :4�.; .I TO TE A VALID ELI`Copy. GUA:A%:TE_S IM:=ATiD H:UON SHAII RUN TO TEt it:S::a FOR V/E:CAI IHE SUaVEx ` L.or ? C V�ANT� IS K::A:bl.A.:):r,1 HY G7NAL'i0 THE + TLE CvatA:Y;C:VL:L J--NTAL AGENCY AND n/ THE 1:':;,1.•:;_r:IISt;D H:R:ON.AND ��[ THE4- ITOO TNJN.CUAwANTFES ARE NOr TRANSFERAFIE A4ap aw i.or 6 6CA4C4#ff r� TO T4 N(RS.ADDITIONAL IHS11rIrrIGN3 WEuei iTAMP M4P'OlsAX60$6 COVE" 0.5.41AW Tir4.AF 1A1*uRAWw Co: SCAL O (50;W Co.MAP MO. 3230) RhfD Suu�IyOLA?' �SAYI i3 aANX+: E4'r A &jWffYgo Aues.. IS;•,M77 CL rGH[iau� "OD[RlGK VAN Tun- F. C. LIQ LAND SU ol"LO :[[ ". Zia t1if,j SNP/ QO: H[ALTH CCtpi iT mvirTOr INflatT O' lOII ! 1 AAL OF r n,,M.•CtfON ONItY ' r! THE WAT[R SUFMY AND SWAG[ aeO'Q, WITL ���"y'i'L:rI 0141106AL DYSTUIS*!OR THIS WWI. D[NC4 W�LL 'CMOORM TO THE �'H.S.R[r.WQ: ;,y I STA NDAM8 OF SUFMXX CO. D[!p'I. OF H[AL.TH. StRYlt M3. ' I►KRovm: { 17 E is APPUCAHT REScheck Software Version 4.4.3 Compliance Certificate Project Title: GEPPEL & SESTA RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 5006 Cox Lane Mark Schwarz,Architect Cutchogue,NY 11935 28495 Main Road Cutchogue,NY 11935 631-734-4185 Compliance: trade-off Compliance:7.7%Better Than Code Maximum UA:426 Your UA:393 The%Better or Worse Than Code index reflects how dose to compliance the house Is based on code trade-of rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. GrossCont. Assembly Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1400 30.0 0.0 49 Ceiling 2:Flat Ceiling or Scissor Truss 700 30.0 0.0 25 Wall 1:Wood Frame, 16"o.c. 1468 21.0 0.0 67 Wall 2:Wood Frame,16"o.c. 728 21.0 0.0 39 Window 1:Wood Frame:Double Pane 262 0.330 86 Window 2:Wood Frame:Double Pane 48 0.330 16 Door 1:Solid 35 0.330 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1400 19.0 0.0 66 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 700 19.0 0.0 33 Compliance Statement The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requi nts listed in the REScheck Inspection Checklist. J'C o Name-Title Sf ; Dat U.'r' ' El E WE . SAY — 9 2013 sr; BLDG.DEPT. TOWN OF SOUTHOLD Project Title:GEPPEL&SESTA RESIDENCE � Report date:04/17/13 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane,U-factor:0.330, For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.330 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation Is installed in permanent contact with the underside of the subtloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subtloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Project Title:GEPPEL&SESTA RESIDENCE Report date:04/17/13 Data filename: Untitled.rck Page 2 of 4 Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are Insulated to at least R-6. Duct Construction and Testing: O Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 ofm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is Installed to control the primary heating system and has set-points Initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Project Title:GEPPEL&SESTA RESIDENCE � Report date:04117/13 Data filename: Untitled.rck Page 3 of 4 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions. Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)5o lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:GEPPEL&SESTA RESIDENCE Report date:04/17/13 Data filename: Untitied.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation . Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Door Rating . Window 0.33 Door 0.33 NA Heating C6oling • Heating System: Cooling System: Water Heater: Name: Date: Comments: REVISIONS i -- °O IO°O _.—.—_._ — PEI Ulu00 ,�;-y5,'=�- .__® _m. _:.:•r,�._—._.-- m—_no �___,mw.__—__—_ --__--..<—_ _m_ur._--_emu> _ism—�___ _— .____—_ ..—__.—__—_ __—_—__--_—_---_--._—__ El Jl J -Ile lg�� Lo H ml-- 4,•a,+�.<, -,.—_.—.®...,�___.—.— —._ .._-_�.__--_ „ems. —��-_—._.-- .—. _ —� _.__--_.___—__..._.__._._� _ � L7 +.y• u ° � n - / \ / \ _ _ — 00 74", JH '; ✓\Y;- FRONT ELEVATION SCALE: 1/4" = 1' H o H Q aw Z �3 a w PL lJMf3ifq(_-, z ALL PLUfiVE1f�iC WASTE Z � � &WATER LINES NEED w TESTWG BEFORE COVERING H I-,'P FIR'0 V I D A 110 b PL UMBER CERTIF/CA TION Q ON L EA D CONTENT BEFORE Q DAT�'`` � .�x:E�, �'.�.. 1?f��' CERTIFICA TE OF OCCU � PANCY E P.E La. SOLSUP DER USED IN fNA TER NOTIFY UUILF,!€ l; I,,, I, €. I F I? PLYSYSTE"CAM1 .V-1�107 �, r•,,I ?c. . ;; � t 'I,. TI � EXCEEQ OT 2110OF1% LExD. FOR POURED C 2 ROUC•1-FWA%lINC I N 0, EM �LL Ll ff' fflMi STRAPPING, €LEC71CAL &CAULKING 3. INSULATION k FINAL•CONSTRUCTION &ELECTRICAL MUST BE COMI'LE T E FO':C O• a z ALI,CONST`RUCTION4'4',r'>6l P.SFkTTHE Ld I1,EOUIRCMENTS Or 1 0"NEW O D YORK STATE. NOT Rt:( '')':?TEE F o CD DESICN OR CONSTRUCTION LRRO,, S Ct O u- w = U RETAIN STOMA WATER RUNOFF wo � PURSUANT T? CHAPTER 236 N U OF THE TOWN CODE. u � y. DRAWN: MH/MS / SCALE: 1/4"=1'-0" Uq* � m4` JOB �•r 1++ February 28,2013 IE m Rfl SHEET NUMBER: EXISTING FRONT ELEVATION SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUIL IN DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND S1TE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMIMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C oF 0 PRIOR TO RECEIVING FINAL P. •FENT FROM OWNERS. REVISIONS —----- — ---- — -- --- �© 4!P 00 11 00 0 ti eJ+ — - - — — ------ -— --�- --- - -. -------- N ] m m _ ♦ ♦ Y u] _-- ._.-.. --__ __ - ♦ ii _ ___ 7 -03 Ti, -------- ----------- ( � i - '1 - RIGHT ELEVATION SCALE: 1/4" = 1' w z a � a j Z � w � zx v� O w Q a.� � Qz a E— u-i ct u- O W Emm FT-1 U E W � N U U `o 'AS -Z y �Y. d `' ' •''f`+g+ ' p DRAWN: MH/MS * x 2 SCALE: 1/4"=F-0" JOB#: „y h; February 28,2013 EXISTING RIGHT ELEVATIONk �J}�1 _� SHEET NUMBER: SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS 0,0 e 0© - --------- — — Em EIE — o - ----- - _ - __ -- - __ -_ Lm N LLIMM[E 00 EE = PaE A- - - I Uri — Q _ — — -- -- — -- co Z P G i - - — — --- —_ ------ ._...__.— ------- �JL- rl�, .I IJUL . ,a I�-111-' F-� REAR ELEVATION SCALE: 1/'4" = 1' H 00 o � � Hd Q N f- w LLO W _ wU NU ® ® U '` ` " `? e c DRAWN: MH/MS SCALE: 1/4"=l'-0„ �, •� �*' r ��� JOB#: February 28,2013 EXISTING REAR ELEVATION W SHEET NUMBER: �, SCALE: 1/4" = 1' PAINTER TO PRIME AND MINT ALL NCR EDGES TU MAINTAIN CONTMCTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 •----------------------------- 1 1 1 1 1 � --------------------- 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I N I 1 1 1 1 1 w a - ' m o� #4 REBAR @ i D i� � � E SEPTIC 12.00(fYP.) ;W N p > mx I (714 I v � t I I D t CO A N A z 2'-6" O I I { 10"dia-CONC- VERIFY WELL LOCATION '� I PIER,3'BELOW O 1 t I I 1 IN FIELD PRIOR TO ; � , GRADE(TYP.) � CONSTRUCTION t � PUMP WATER O i o o w Z •------ ; u' I I d — - ---_----- --__ ,f ; 2X8Ac N' ; co a i I O D 1 O r- I 17% ------- N Z E� p 3'-6" Q cp N c) REMOVE OPENING AND ', D F-� FILL IN WITH CONCRETE N I a a > O F--�I I I co 00 I �1 N a D I EX. GARAGE (5)2X8 OVER OPNG. o--- ---- -- - - , D 1 N — — — — — — — — — — 1 - - — — — — — - - 1 H o p ool SERVICE � FItF WI TANK (� 1 1 T��//••�� 1 1 1 1 1 1 I- 1 i O I 1 Q Z 1 1 1F- i 1 r 1 ------------------ ON u O F 1 1 I' -1 1 TT F------------------ I.A.. 1 1 1 W 1 1 w U NU FOUNDATION PLAN m SCALE: 1/4" = 1' . •� .i s DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: February 28,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ,EXISTING PROPOSED iy — ry) 0 0 OUTDOOR 8'-0" SHOWER C5 10'-8" S-3112" 4:1 Ir —J -W3046 Ha rX3046 u I --------- --------- (2 2XIO HDR. (7 PX4 Df#2 )2XI0 HDk.2,L - 00 TD POS ' iz� -O I — o%0 C14 0 EX. FAMILY ROOM ,, T 19 x v =: Lu cn II Q co EX. KITCHEN A A' 'j CN _7 ci a� ASq)MFI)Fl 0 I 10 - -------------------------- z c"I 0 �4 Ln c� < 0 0 - ----------- --- - 1 l'-71 7-7--8 4---- CN A (7)2X4 DF#2 ININE STUD POST4 0 EIGARAGE ___j rn 0 EX. LIVING ROOM 00 x II II I DESK 0 CN EX. ENTRY E qXH TH 3046 --4- ------------------------ ------------------------- 1 8'-0 Ld 0 n 0 (D cld u- 0 w W 1ST. FLOOR PLAN Iry SCALE: 1/4" = 1' DRAWN: MH MS SCALE: 1/4"=F-0" JOB February 28,2013 SHEET NUMBER: - PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL 'GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INCF-ECTIONS A5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDINC,BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMM ENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SWIFETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS C©Q off© 0 EXISTING PROPOSED o 10 10 N H 13'-31/2" 3'-31/2" TW3046 TW3046 m y . (2)2X8 pF#2 HDR. ( (2)2X8 DF#2 HDR. L p CD u EX. BATH No. 2 � EX. BEDROOM No. 2 f(I� iI ;, ' , ,, �r�J2 �R6 -1 I ; � I� I41 � +8y N A A I�,� a ! / , �,N IN r.I..¢ I W Z CD 5 -5 9 -101/2 ( :� 05 i6oc __J 2'-4" . . . . 1 'L y� I c N z EX. BEDROOM No. 3 ----------- 5' 4' 3, 9„ 4, _t ' cp �Q�Q� �2.l�t� (2)48- 9 HD ^ N WALK-IN TW2432 1 CLOSET LINEN 6'-3" 8'-011 2'-6" N 1).MATCH EXISTING PLATE HEIGHT(8'-0"). 6).INSULATE NEW EXTERIOR AND INTERIOR WALLS WITH R13 INSULATION. _ O ~ } 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 7).INSULATE CEILINGS WITH R30 INSULATION. d z I- W 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK BATHROOM TO HAVE MOISTURE-RESISTANT SHEETROCK 2ND. FLOOR PLAN 4) OTOHERW SE NOTEED#ALL OPENINOGS OVER VER 3FT.TOALLGH VEL2 JACK STUDS 9).PROVIDE SMOKE AND CO DETECTORS AS REQUIRED BY CODE.ESS � O ON EACH SIDE OF OPENING. W (� LLl 1 i/ 11 1 � 4 �-- SCALE. 1 - 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES V WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH Lo FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. V Lf) DRAWN: MH/MS •°t" 5; :. SCALE: 1/4"=1'-0" JOB#: `+ February 28,2013 +-r^ .►a a°: SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE F1EI D CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 71 --1------------------------ i f v,% is fY 12 fix , EXISTING V,ti.l / // i /' ! /'/ f/ j /// /� A I I' /` �' %' / ! % // / F,. f ,/, /' % ✓� , i % / % ii, ! , If/' i'" / j , i ' i , ,/ / / !" !/ /"' � I � -a.; ?t �" w '(� / ,i' / / i % l f` / / �//i/ / % /i / /' / fl ,%/ //'i / // /' /!/ /' I �� %%/ �,I /,/ i f,' �f; ,/• i/ / / i, /' i / / f; f,' , U r9 -14 Z 2X10 DF#2 RIDGE 12 ' s r\ / /' '/ / / ' �/ ' ! // " / / j' i .' /' - F ' / / f.✓I % /' % i � '--1-- --------- -- 12 v' ----------- 12 ! 10 //f ! i f / f/ !'/ / '' ! ! / /' /" // ' / / / i' /' %/ ,✓ l/ i ! / i ;` / i f ��% / / ❑ I/' / ',(' i/ i i / % J/ / % / ' i / f i /' ' I ' i _O I �' i !i f:' // �/ % / % !/ /' /, Fi' %, i // / / i, � Y / %' i i / F/' r / ,�i i ,/n ;- J' i 1 F{_✓�_ f_.f;� % F / `j'// //./ %' F.% /' l i ` � E. 'I INGT _-______________ ___ EXISTING': fi` yt 1)_INSTALL 2XIS DF#2 COLLAR TIES AT 48"O.C.. b DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! O EXI IN r' ) SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING ~"I 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT.UNDERLAYMENT l5 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY Q ,/'- /- 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND TARP UNTIL ALL ROOFING IS COMPLETE. ' /1 , 1 - DIRECTLY TO THE DECK ALONG EAVES. 1�-d /i ! / i / ✓; 7)_INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN Q, -_-j-}--- 7--, - ry, _-- ' 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING NAILS, / PLAN 12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO ROOF 5).ICE&WATER BARRIER TO BE USED AT INTERSECTIONS WITH ROOF AND PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE,NAILS i i SIDE WALLS(TYPICAL). ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SCALE. 1/411 = 1� SURFACE.MATCH EXISTING ROOF COLOR AND STYLE. 0 ¢ Z a f- u.i 144 LLO Of _ W / OGEE GUTTER-STANDARD 5" � W (- NOTES: A 1 Lo U 1).EXECUTION: N ROOF AREA 1966. SQ.FT. A).DO NOT BEGIN INSSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. - ` LC) AT 100%WATER RUNOFF:32-8 CU.FT. 2).PREPARATION' w PROVIDE REQUIRED DRYVJELL A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR FOR MINIMUM CAPACITY(32.8.F CU.FT.) MIN.:4 FT X 2'=42 CU.FT. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. v �w w��_'',"�F • Y t 4� Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR .,a u( ve .- + METALS WITH PROTECTIVE BACKING PAINT. ,!:'a4-•ily !' � { „ q, t 4i ;T-&a 3.INSTALLATION: t1 'g3° A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ..�', DRY WELLS TO BE 101 MIN. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. , AWAY FROM HOUSE 2).SHEET METAL JIOIN LENGTHS WITH WATERTIGHT JOINTS. DRAWN: MH/MS a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ..�':`" ACCESSORIES. � ,:;�"a ;1i ' „_ 1 n < A� +-" SCALE: 1/4 —1-0 B).ALUMINUM: RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT / Op C CONNECTORS. JOB#: .'. w aj G•. o O p A 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. : . =�,.: :, ,..•.: _ ,.... February 28,2013 ;;�\�kl . rY 4).PROTECTION: SHEET NUMBER: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS ATJOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND FIVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS EX.RIDGE I 2X10 RIDGE 2X8 RR @16"OC EX.CJ EX-CJ EX.CJ DBL.2X8 CJ (2)2X8 DFp w/ @16"0C 1/4"STEEL PLT. :;,� 0 0 , 0 00 LEM LE LL 1=1 I ;- 0 N 3/4"SUBFLOOR m EX.FJ EX.FJ 2X8 DF#2 F1 @16"0CUn O (4)1-3/4X7-1/4 ML w/(3)1"STEEL PLATE oT " FLUSH BEAM zj� Z ® ® oo -J, ® ® FM R U M Q� ~ O � V t-1 I 01 x EXISTING ®U I -J, I I U z PM I if I It 3 4"SUBFLOOR X8 DF#2 F1 @16"OC 2X8 ACO @16"OC EX.FJ EX. FJ — - —- — E UJI PLATE a' a a a a F a a. a a DBL.2X6 AC SILL TER ITE SHIELD (2)2X8 ACQ �• �, � �• •1 GIRDER • SILL SEAL 0„ ' .. .. .. 8"PC WALL v' it v.• i• DAMPPROOF a EX.BASEMENT EX.BASEMENT '• a.A 10"dia.CONC. O 2"CONC.SLAB d,, PIER Q� U U D'. . 16"X8"CONC.FTG. .� (2)#5 REBAR a. a I a. a a, a a. a a. F a Q H SECTION A-A z ;SCALE: 1/4" _ V_011 RESGh.-ck Scl are Version 4.4.4 0 o a Compliance Certificate U Q w Q � Prgc ct Title- emv cwe. 2010 t+krr Yvrk Fnero CLrrsenextlary Lteaaxc77. 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O i1 - ' ) 3 zItn tlra Iva ,va ,av u #1e!^^P4w:f23l�X4A'I2fl c.Al. } I ��I 1 `���� ^•I'• xe.nt e.+rwwtWw+ts..�c�.i.+..ae. sxa.wwf,ea�ea+k.r..h+.wks,..o-,s+•,e+k«.t«►"a.. o L ;S t`' 1 ! ` 1, ' 1 `ii� s"e,,,wNc •I'Y ' t I l,I Iy f"i, S EnvelopeAssemblies CC3 LL p �.� i f.� ; '�( I' , ) �`r i I i! 'i Ie1 1 S / II • F i .r • I M...h"xea Ne a I va t va co �y ( _ ( i # l'� tt. ) i '' 1 • ! t �;"'j �Y.N,r N �•o. of' It 2 M* r'"r " 6 r 4' M1kd W U xra orr, f: 1 1 '7 I `r, t l t pa I;' 1, F 6i 166 at D a.4 T Woos h Ie if ;j #J (i (J ;. �( f q �as*.unass sren J t4 , — 1'M 1:M-YU^.'d-V!OTrosff0owR UonedB x- Q i.i ; E 1 I•, � reams LarT7alss I� sta et.a a (� 1 � `. f� � �v o c. � � 1 r t; ( ,• ro APRoven � 1,() ) t+ ++rr /ff f r r + I -.�'R Y'•'i—(i r1•. , U.INLoSV 51„ TRAP HOUS£ SEPTIC SV.TEM • I:r:..�Si:.J+,.� ( �!-Yl ty kl ( �' r {�� il;, t ' � 1 I N I I h E�.., f rr p L TYPICAL WINDOW OPENING w�a:r Era ,rs aea 7a.o as is L0 I'I j 1 tnl' I i ifi f(; + I fJ� I i i (fr ' a AN�s f ..r,. I LILL ,i 1 i � I I •,,b o.ouvAN nn k I 1 11' ''( 1{ + Vilrml RF t YE0.3W FremP_1Dcq *Px*ate:LPN•E N R.37R 27 U '! i I' i+ I i {! i / I i / 1 l ,.j• n�� w j i y} + r f' t (ESS THAN 4-0%8'-D"OPENING) SLOPE"1 4"PER FOOT PITCH TO DRAIN t i I f f t I (:: 1 wM sa•oc } G ♦ ( l I, ) G / LT�t,IaEs 7171 O.R FI 2 35 R.3'ua 4! ,"md TYPICAL DOOR OPENING PLUMBING SCHEMATIC ILL (LESS THAN 4'-0%B'-R"OPENING) yY'� ",YVpJ1 3L°14.1C+1SC 24d i�:'NEw u,.N,t:,� 1*lSla9an YY9btd FFaIT1=.DaI �e Paa+e vail:L a-E 126 fY6•',r'a3 Fr a:�a ucAn uns TYPICAL MULTIPLE OPENINGS N.T.S. SHE :aaRr Com^!4arse 32aPrmaerd'sre¢ceases beAaerr,clear,3escsa[sere lsmr.; rt»H11 t+1e rt�f8r:g ^rff.�..erritcaGmsS c :. •rr s `,r `,` , (MoRE THAN awx6•-u^OPENING) �atxn�e�tsanh+epe+rsta{�1-,an�Fs.Ter.prsgareP,a17�g?73steeel^aef.•,�Z.:�tmret�leBRtcoe�wrtet5lffirgy ' .•oqN -,f P:�,,'Rti'1Vf:. vegst end In itE5dAea venison AAA am let ow"',vvi IV mantLawff tegw-nv%Wed U me Ifesa'SrcX WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �A .•, - � �' AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) - DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" r,�� ® `%,v-� '•y1 A�- _ H_ + �, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL RE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO %,e.2:� "'',' ''+ ,A SCALE: 1/4 I-O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1FA9.1.4,16u9.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGNARESSl1RE UPGRADES WHERE APPLICABLE. Y7,:' , JOB#: ALL PANES MUST BE CUT TO S12E AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARVED FOR WHAT OPENING IT LSTO COVER. t.s•_. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, ' G r9, d:� R: February 28,2013 SHEET NUMBER: i f#etxazrlB: C:Ylsens`n^vaRsap - L.shr..k;ACt flMlaRl.lek Pam#of I PAINTER • R T T PRIME A-8 N ME AND MINT ALL DOOR EDGES T•MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT IN5P£CTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH F1£CTRIC,PLUMBING,AND HvAC PRIOR TO INSULATING AMC)SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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 ENDWALL CRIPPLE STUD WALL STUD 0 BOTTOM PLATE p RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST 0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CCIINECT 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 NUMBER DESCRIPTION APPLICATION LOCATION JUSP 11 MBERI DESCRIPTION APPLICATION RAI [ER 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 DIRECTIO14 WITH 2 O JOISTS. UNDER WALL i-^+ 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LST.Al2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP 4PP'LY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH R,4FILR / LEDGER r•i FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE iy THE FLOORS TO EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT3 OR RT7 TYDO'NN ANCHOR APPLY 10 EACH CRIPPLE STUD 2X1O LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLCCKIHG 0024"OC WALL STUD U L•� P•i M THROUGH-P,OOF EXHAUST VEIITS SELECTED AND m H K LOCATED BY CONTRACTOR �` w METAL STRAP U R111 BOARD VENTILATION CHANNEL U -�; � °O RAFTER ( AS REQUIRED � "` O .'�y+ SILL PLATE(S) U s RAFTERS MAINTAIN }' "U• n VENTILATION }I., L,J r=i FOUNDATION WOOD JOIST TOP PLATE BLOCKING `- • - - - - - 2x4 LEDGER BLOCKING c x STAPPING TO BE ATTACHED TO WALL STUDS C.48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS A2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4`0" O.C. i SHALL BE COVERED WITH CORROSION- 9 4" - 8" LSTA24 1-1 4"x24" 20 a. STRAP AND JACK STUDS ONTIN. SCREENED VENT / 9 RESISTANT METAL MESH WITH MESH CONTIN- SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS OPENINGS OF -A INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ♦� 4" - 6" RAFTER RT10 10-3/4" x 18ga. ITYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII .JOISTS THAT ARE SPICED AND r• INSTALL 4'0'• O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4-x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 2Uga- 1TMOWN ANCHOR CONNECT TO EACH RAFTER ON ALL OPENINGS 2fJD. FLOOR WALL i RAFTEP. Vt �4 a \%Fq Q WOOD JOIST TOP PLATE ~J O GIRDER/HEADER 1ST, FLOOR WALL $TAPPING TO BE ATTACHED TO WALL STUDS (P48"OC ' HOOD JOIST ice' AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 7 INSTALL 4'0" O.C. r-, z 4" - 8' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOC,411ON USP NUMBER DESCRIPTION APPLICATION O Q ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH u RAFTER/PLATE RT15 TYDOWN ANCHOR CONVECT 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 1^•� 8" - 16" MST.A48 1-1/4%4B" 16ga. STRAP AND JACK STUDS CONNECT OVER, TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS F•••� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DEL. SILL PLATE TERMITE SHIELD SILL GASKET ' �- 1 SLA r ' TYP. CONC. FOUNDATION ( A6 GONG. MIL. POLE ^`� � DAMPPP,OOF EXTERIOR GRANULAR FILL • Vs EMIL POLY ON EXTERIOR t✓ . . W• ' V STEEL COLUMN 1 ' �' ♦ l 1 A > - w % � p ♦ GONG. SLAB 'A %\♦ dv �'0. v ANCHOR P01 RED OCONCRETELT M7NT: // I I `` /11 COMPACT FILL _ •0 �. � � y � BLOCK WALL: 15" KEYWAY FOOTING e V p C • � % 4 • �'9 c- A C GONG. FTG. 'p �}•p L e' ',--- USE WITH 3.3 SQUARE WASHERS O z • w w 'O ANCHOR BOLT COIINECTION (USP LBPS58 OR BP583) �` a • W ,4. ANCHOR BOLT DR.41N TILE Jt p REINFORCIIG BAR ANCHOR BOLT CONNEC110N FOUNDATION 5/8" DI A- MAXIMUM SPACING _ � � SILL PLATE TO FOUNDATION 1 STORY 72" OC LL O O CRANA SPACEOR FOUNDATION', TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" Or WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" GONG. FTG. CRAWL SPACE OR FOUNDATION W WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' OC W U "SLAB-ON-GRADE j N NU I SUB FLOOR GONG. SLAB Ln 6X6 10/10 WWI, DOOR FRAME U COMPACT FILL GARAGE JOIST 1 DOOR USE 2X8 STEEL BEAM 1 �. ♦ FOR BLOCKOUT •' 4' SLAB P.T. PLATE ♦ ♦ W/ 6X6 WMM SLOPE r �/ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT i' a • ♦ < < • - (WITH A NAILING PLATE IF NLEDET.Dt�= �• • w• - • •• TO BE APROX. 1/2" OR HIGHER T, }t H„ p • - STEEL BEAM TO ALLOW FOR SHRIN A '� • .H. •,4.,=',�-.., C. .ACE <I r. • s • (PROVIDE STRAPPING TO KEEP JOIST 4 .[ t r`'• j! a a a— a t •, u r, '. �....•, DRAWN: MH/MS t .' • A A * •O a • SURF f'[;,•«'',,:.� `•., r 12 !�, s �G �s Q Q Q Q • a.s t • _ IN. A. �!•� /I•, • _ i�:- SCALE: I/4"=1'-0„ i o. • i *.,_..tip IOI3#: �' t1 REINFORCING BAR •Q e s e a I I I OIST t" z DRAIN TILE ��•--� 'pQ REINFORCING BAR e•• .- O �•• O •O • "-t'''� 'fL ',r a' 12" • i— STEEL E mhk 1 v February 28,2013 UmEl!_ ^t.a . TE (BgJ,T graa,.BrM9": SHEET NUMBER: 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 BLOCKOUT PAINTER T PRIME A N ER O PR E AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUESC CLARIFICATION BEFORE COMMENDING WORK.. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION 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 Ed nails in the strap. RAFTER TO &WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2)_RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-8d COMMON EACH 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 g y p g g p p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 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 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-Ed COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3_ TO RAFTER END NAIL I DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,silt 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 0C 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 safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 17� N CR CAT DESIGNED FOR . � m precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATEGORY ( ) n specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE FOOT SEE NOTE:1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4-16d COMMONrn cf INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6).The General Contractor is to ensure that mason Ior refabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: o Z Ln Y P P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE cc or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7A6 inch wood structural panel on the exterior 2-16d COMMON P PP attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: r C) FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 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 0. gypsum P 16d COMMON SMOKE&CO2 DETECTORS � .. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16(d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: b)ypPE II EXTEexterior s OR SHEARWA eel the requirements BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �. Type II exterior shearwalls shall meet the re uirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1),The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. n SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7),INTERIORSHEARWALLCONNECTIONS: 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 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 6 SEVERE 3�• MODERATE SLIGHT TO 11 YES - 3 _Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE P j g JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4-'8d COMMON D' g S).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: 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-ISd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES PP P 'h' 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5)_Unless otherwise noted,all slabs on rode to be 2500 s.i..Concrete to be 2-ISd COMMON 4'PERIMETER EDGE ZONE 8d COMMON b"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL C° e° 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) to be minimum 3-1/2 inch thick.All fill to be compacted to 950/b relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-116d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 12"O.C. 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.0 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-116d COMMON Q attached with the above requirements. TO BEAM JOIST NAIL BA6 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: TO BEAM 3-18dCOMMON JOIST NAIL Z JOIST ON LEDGER PER TOE NOTES � 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 gatvinized or stainless steel. TO JOIST 3-116d COMMON JOISTNAIL � U 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, .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. g SILL OR TOP PLATE 2-116d COMMONFOOT SEE NOTE:1 I 8 Dra 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. C� For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL + 3)_Posts supporting girders shall be anchored w a 1 washers a thick concrete footing. JOINT DESCRIPTION 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q Edition Wood FramingConstruction Manual. QTY. SIPACING � Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. U 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. Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: I�-+ Douglas Fir. 4).Deck joists to have blocking at S'0 D.G._ CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE ^ NOTES F-I 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4 SEE NOTES:1,3(BOTH FIELDS) Q, 4'EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C. EDGE NOTE:2 FOR PANEL FIELD O.C.4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD @ 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 6).Concrete piers shall be a minimum 6"above grade_ WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 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 5'll 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 5).All flush beams headers to be installed with heavy duty gatvinized hangers and S).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8clCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM•SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 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 ) p g g g 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. on plans. WALLBOARD 10"O.C.FIELD O Q } 2 .Vert septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Z 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) Verify P Y $ ty P pP CL other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 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 QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY OD where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 1"OR LESS 12"O.C.FIELD �6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Ct O 8d COMMON 0 _ 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W V under all bearing walls_ 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2)_USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. W � 0 INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.. � 10).Provide insulation baffles at rave vents between rafters.Install draft blocking as requirements. 3) THESE NOTES ARE ONLY TO BE REFERRED TO IF In V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED S4 LN equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U 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 and to form an effective fire barrier between stories,and between a top story and the roof space. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final Fireblockin shall be provided in wood-frame construction in the following locations. p system layout drawing and submit it to the General nailed 6"on-center at the panel edge..If wall sheathing g P g 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech subflvor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher plywood shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P g q 1 members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 at over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed � •. A y_ 1).A11 electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs_ 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 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. 2).When wall sheathing is continuous over connected •j� q „k.F,V,r members,the tabulated number of noels shall be ermined 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, R a DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. P P pp to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. SCALE: 1/4"=1'-0" 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 a z '•.µ_ , ,; •. .. 14).All roof with a pitch lest than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. � '� =:;��` •� 10B#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces =>P �; with S l m shall h i t d uner stairs sa copy wecti R3148 N.Y.S.Residential Code.Section . , esena n't' 0r 4 February erua torch down type material over. � ... �:„ }'28,2013 SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and Products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code, PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY At L GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL I3UI1_DIN3 DEPARTMENT INSPECTIONS A- 10 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WOP,K DIMENSIONS AND CONDITIONS AT 109 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMSINS,AND HVAC PRIOR TO INSULATING AND SHEEiROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ©o 0. 0 N N O r r\ ii • d 1 a D• ^' m 0 0 o � a I 0. o a W ¢ /4 " � O Q D 1—I QO v QI D IT----------; I I �——— IIFI JII Ta�< ———• vJ O ¢ z FOUNDATION PLAN a _ o0 SCALE: 1/4" = V w 0 ..� W U N � NU "�'" " DRAWN: MH/MS SCALE: 1/4"=I'-0" JOB#: February 28,2013 SHEET NUMBER: FAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONITRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS J MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SNEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING:FINAL PAYMENT FROM OWNERS. REVISION'S e © ©� 0 N ti:1 L "�7" U � D 0 � w c op j .� v Z in V w � oa N O � wr" ' 4/1 00 l JJ 00 v; II \II II II - W Q _ FLOOR OUTLET j j v_ , E... TO BE DETERMINED — — BY OWNER W rl NE' H I I ofl I U yK I /' II TV - II II ----------------------- ----------------------- j Q I I , L h& =& �- L ct 00 I I � � w _ W F- 3--+ p � NU Ln 1ST. FLOOR PLAN �. SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#. February 29,2013 STIEETI\UMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK C40NTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 ti N x ---- •-------• �' Z `n aFlin I o ` +lll Ld z TV < E-- -/' Q W ------------- I I a� ° aZ a t- u.i c3 OLL0 2ND. FLOOR PLAN- W = SCALE: 1 " = W U / o ~ 4 1' a> NU U m t � �fy* Ir•. 3.ems* r'. J tf`��:�:•r ' DRAWN: MH/MS = '°" •� �:�; SCALE: 1/4"=1'-0" . ertYt JOB#: February 28,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT NT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 6EfWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE REStONT`ELE FOR ALL BUILDING DEPARTMENT INStECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.