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®\pgUFfOt, �oG Town of Southold 1/10/2018 y� P.O.Box 1179 rh 53095 Main Rd ��.�►O!` ��0�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39444 Date: 1/10/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 10900 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-8-18.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2017 pursuant to which Building Permit No. 41778 dated 6/30/2017 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 Wexler,Allan&Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41778 09-21-2017 PLUMBERS CERTIFICATION DATED uth Signature o�gUFFocX�oTOWN OF SOUTHOLD BUILDING DEPARTMENT cn TOWN CLERK'S OFFICE coy • ,� 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#: 41778 Date: 6/30/2017 Permission is hereby granted to: Wexler, Allan & Ellen 305 W 20th St New York, NY 10011 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 49O-N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-8-18.2 Pursuant to application dated 6/21/2017 and approved by the Building Inspector. To expire on 12/30/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $264.80 CO -ADDITION TO DWELLING $50.00 Total: $314.80 Bui ding Inspe r 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 Date. Tv r e ?- 1 2D17 New Construction: Old or Pre-existing Building: (check one) Location of Property: [ D q0 a N 0(-tk I zu) jtoL _ ;:S-D U(i( House No. ( treet Hamlet Owner or Owners of Property: 6 lWA (, (��2 de R, &(A I AJR k �e Suffolk County Tax Map No 1000, Section J000 - 7 Block-2 Lot 2- Subdivision Subdivision Filed Map. Lot: Permit No. Hm� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for- Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOUTH,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 nrrV �Q roger.richert(a7town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wexler Address: 10900 North Bayview Road city,Southold st: New York zip: 11971 Building Permit#: 41778 Section. 79 Block: 8 Lot: 18.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment. 1- Paddle Fan, 4 ft. LED Lighting Notes- Inspector Signature: Date: September 21, 2017 0-Cert Electrical Compliance Form.xls h� l0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ p6UNDATION 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: &6-0 r�"-O!� wl Tl W J�� W-b�� r , DATE INSPECTOR �pE SO[/l�, is_ Ag cout I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] ;FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE T16-0 INSPECTOR n-r4 OF 30U H O TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ]/ROUGH PL13G. [ ] FOUNDATION 2ND [%00'] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Ar 'cel 'fie Ci�11 ' -57yllvlA.0m1 &,vivons 49 tc. �Irr►' '1 DATE INSPECTOR pf SOUlyo N o ��y�OUNi'10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK �Qf Povi -aP"01'n�' h Lof �• DATE INSPECTOR J.P. HUNTER ENTERPRISES,INC.; HITNTER INSULATION a HUNTE WOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)2 13-4 ' 0 fax(631)283-4163 J December 29, 2017 RE: Wexler Residence 10900 North Bayview Rd Sc. uth Id BP#41778 To Whom It May Concern, The above referenced house was insulated as folic ws: Insulate ceiling with 8" R-30 open cell foam. Insulate 2 x 6 exterior walls with 2" closed cell foa ar d 31/2 "fiberglass (R-25). Insulate basement ceiling with 3" closed'cell foam Fire caulk all penetrations as per code. Low expansion foam at windows and doors. I Sincerely, Kenneth Brauner ,JAN 2 2018 TO-vTN OF SOJYR'aOLD 1i l I O' ` • • 1 611w • 1 !� 1 LOWMAMN J '�M� 111WAAW ► I STATE �► r BNEROY cbDF, . AWWWARif 1 ff MA'/Ifii'1 :�' �r r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL heft SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 FAX: (631) 765-9502 �7� Survey SoutholdTown.NorthFork.net PERMIT NO. Check N.Y.S.D.E.C. 400 , Trustees 1/34 C.O.Application A Flood Permit Examined CJ ,20 &ing6-&-9oparate Storm-Water Assessment Form Contact: Approved 3b ,20J_1 Mail to: Disapproved a/c Phone: �� .7 q Expiration ,20 It_ 16b cel( ICH ( q D Rc[EUV[E B in ctor DD APPLICATION FOR BUILDING PERMIT JUN 2 1 2017 Date 5Lt A e. "21 _, 20-7 INSTRUCTIONS DUMPING DEM TOWIq&SU#tkbLVUST 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 amendments or other regulations affecting the ,property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. / (j (Signature of applicant or name,if a corporation) /©7®V N. '&,, Vie-,J RO-J (Mail iniaddress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contactor, electrician; plumber or builder ID %,j V\e,r ra Name of owner of premises AIC". A- hJ co re (As on the tax roll or latest deed) If applicant-,is arcorporafion'', sigriafure of duly authorized officer (Name and•title;of•corpotate bfficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- a 14 U IfW AC�&4 �� �(d NY I I House Number Street �ry Hamlet County Tax Map No. 1000 Section / Block Lot / �' 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 ho Va SR- b. Intended use and occupancy /q-j,,tS+ 6 2c(f o o m, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , 0 C 0 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 business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front f o "--�- Rear 10 Depth Height S Number of Stories 'L, ( o��\aj%i, P 1� e Dimensions of same structure with alterations or additions: Front '�O Rear ( G ��0 Depth ?� Height a 2 Number of Stories' ,., '; > 8. Dimensions of entire new construction: Front r j I Rear A `a %Depth Height r f Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase C7® I Name of Former Owner C trr►� .°'2 i°;rte. 'i'`£ " r�' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES / NO 14. Names of Owner of premises Al�^ Wex/c Address /.39°�' t4' F) �'1e-aPhone No. 45 f '715134 1� Name of Architect �� c n 1� �0 5�k��-w Address ?O O o K 6116"' Phone No 6?) xj Name of Contractor Addressf 4or 4x &rF- Phone No. i'3 I W ,eel w o rP S - — 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO I/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE SQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �z// * 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 J * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFS1rP6& being duly sworn,deposes and says thVbWHhb ant (Name of individual signing contract)above named, Notary Public,Slate of Now York No.01W619M Qualified in SuffoHc County (S)He is the ,,,„„,;,, (Contractor,Agent, Corporate Officer,etc.) s APMI4,p,,,— 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 ,;L I � day of U-U n2r0 l r"�/ �UL`A (i{ Notary Public Signature of Applicant i _ l �O'XxpF SO!/r�o 2o GC R OMIE Town Hall Annex Telephone(631)765-1 �2 J 54375 Main Road c�a ,e r Ch to(6 3!S)765- I US P.O.Box 11790 Southold,NY 11971-0959 COU I�+�'' TUULDETO DEPT. PT. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i iTi-I Date: 0_ Company Name: A/V-, E . 2 N(-- - ---- ----- -- - - License No.: 3 y 0 91 -Mir Address: 13 o etvo;`fS 9D v hoc. Phone No.: (s 3 ► - '�(��- 4 a JOBSITE INFORMATION: ('Indicates required information) *Name: W QP 17`� *Address: 1 b �oQ A) ,6A`tV(C-ki <tO S6y�,(-1DCtO *Cross Street: *Phone No.: &3 — C��- 9 Y2 y Permit No.: `n Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: Gy �/ NO - �ughl Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Scott A. Russell ��°�u � ST�O�][ l WA T]ER. SUPERVISOR I\�I[A\ISA,G]EI�M[IENT 53095 Maz Road-UTHOLD O 9 SOUTHOLD,NEW YORK 11971 �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[/, C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 01'7 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 Date. NAME //�T I 'dam ��� tP,rmi ��a"~' w v'� Se� Block FOR BUL)ING 1)LP:\R,`l.�'0EN_I USE O_til,t aria Contact Information relq,6om.omhcn Reviewed By - - — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 1XI Approved for processing Building Permit Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 l oy�SUFFa(KcoG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Roado .< Fax(631)765-9502 P.O. Box 1179 C07 x Southold, NY 11971-0959 0 rv? BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS .TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ,, - �- l ZQ 7 Owner: Location.of Property: Please take notice that the(check applicable I,ine): New commercial•or residential;structure >r ,Addition to existing'commercial or residential structure• Rehabilitatioin.to•an existing commercial or 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) 1 in t ng locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: PiI\ Name (person submitting this form): QQ a, LV-44J p� Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ a/fr'`'9ti g� o SEPTIC SYSTEM TIE MEASUREMENTS / on HOUSE HOUSE COCORNER Q CORNER[j] SEPTIC TANKO 14, 48, 0/ COVER t / SEPTIC TANK COVER 2 14' 53' LEACHING POOL COVER 3 22' 66' / 18. OAK \ LEACHING POOL 27' 62' COVER 4 Q 05, ,e Wo„w,0 3! STOP �• f0”,Oda P� A \ 423 � 3^�� S.6 F'RNAE y.IpPORT,d SB.o . VOI 5,`c°vwp " r T9'OWT SURVEY OF LOT I �' �•$T0 H041SE 14. 'e'♦ 5f0lIEORNIwAY MASOIA 15.' m Fw+TE S`°'" � STANDARD SUBDIVISION �0 LOT 1 CORC W U FOR THE PROPERTY OF GROUND"/WoOD M ,e.3 y ro ALLAN & ELLEN WEXLER '°•a,KTa•aux TAM / wDDD DECK SITUATED AT 0 ROOF� a New Addition BAYVIEW o WOOD / s TOWN OF SOUTHOLD •"� Ir Ow SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-18.2 t;� N SCALE 1"=30' SEPTEMBER 12, 2001 _ JANUARY 10, 2002 ADDED TOPOGRAPHICAL SURVEY �w APRIL 9, 2003 ADDED PROPOSED GARAGE SEPTEMBER 11, 2006 SUBDIVISION NOVEMBER 22, 2006 ADDED PROPOSED SEPTIC SYSTEM ON LOT 2 MARCH 6, 2007 REVISED TO STANDARD SUBDIVISION JUNE 6, 2007 ADDED PROPOSED HOUSE / AUGUST 13, 2008 FOUNDATION LOCATION �• N / SEPTEMBER 7, 2010 FINAL SURVEY a � 0„ AREA = 8,45216 asq . ft. �W G-1s•OAK / / Boras: c. / t. ELEVATIONS ARE REFERENCED TO N.C.V.D. 1929 DATUM / PREPARED N ACCOTHE MINIMUM STANDARDS FOR TITLE LE SURVEYS VEYSEYS AS ESTABLISHED BY THE LIALS.AND APPROVED AND ADOPTED t! ✓. D�v N�Q� TITITLESA40CIATIION THE NEW YORK STATE LAND J<'LpA�ENT COQ p 326•1 S. D�av OD rn WOODED`` o N 77.27'20„ 72.92' VV N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADOTTION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCCOPIES O THIS Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BFR THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED VASEAL SHALL NOT BE CONSIDERED TO BE A LID TRUE COPY. C-11F1CATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND Tftie Surveys —Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAIUNG ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 STANDING SEAM METAL ROOF ---------------- T.O. UPPER RF OO F AINTD ----- 20'-i 1/2" ►� GL�4i� 30,4R 1:4 0 O SIDING W g �. �4 O � W STANDING SEAM STORM METAL ROOF i=ANEL --------------------- T.O. LOLUER ROOF Q p a G AZE50 �" � x 0 '` [■.� x --------------------- SECOND FLOOR H 9'-21/4" a 0 �4 Z 0 E3R ICBG � o � VENEER o WALL O1 --------------------- NORTH CxR,4DE 1'-1 1/2" FIRST FLOOR LIGHT WELL SOUTH GRADE STOR �4 O RETAINING WALL WOOD DEO,.- I=ANE S ui • n , APPROVED AS NOTED W - -� w DATE: 3� B.P.� ELECT;•.'rAL FEE: BY: NNISPECTION REQUIRED SIDE ELEVATION ( S z � ? Lo NOTIFY BUILDING DEPART . AT SCALE: 1/•41I = 1'-O" w � � N 765-1802 8 IN 70 4 PM FOR THE / .__I X J � r OLLOWING INSPECTIONS: 'TRUSS PLACARDING REQU:R' D Q O 0 6 1. FOUNDATION - TWO REQUIRED �— z m 0 ti FOR POURED CONCRETE r � 0 2. ROUGH - FRAMING & PLUMBING I . - C-1 0 = M 3. INSULATION ® ® ® ® �2• ® ® ® ® �,. �2• � � 0 � 4. FINAL - CONS I RUCTION MUST w BE COMPLETE FOR C.O. cn ALL CONSTRUCTION SHALL MEET THE ® ® ® ® 0 REQUIREI,i4ENTS OF THE CODES OF NEW 0 YORK STATE. NOT RESPONSIBLE FOR (►� DESIGN OR CONSTRUCTION ERRORS. ® ® O ® ® 3/4•APA PLYWOOD sHEAmING COMPLY WITH ALL CODES OF L1/2•APAMp SHEAmING GRPDE PlVW00D WYORK STATE & TOWN CODES ® (ALTERNATIVNE:]/16.O.SB) 2•ppp RA ED SHEATHING AS REQUIRED AND CONDITIONS OF GRpDE�W�D DRAWN BY: IF (ALTERNATMVE:]/16.0.5.8.) v. 2%4 DFt2 SNDS -�" ' 'r ARD WINDOW SILL SOLQH0I.D.IO:"! MLME_ES TYPICAL WINDOW OPENING 6/19/2017 PANEL SPAN EQUAL OR SMALLER THAN 4 FEET --_ TYPICAL DOOR OPENING SCALE: SEE PLAN PANEL SPAN GREATER THAN 4 FEET "Ann PLYW" MS 2-2%4DFt2_ WNNECIED AND EQUAL OR SMALLER 111R W STAINLESS STEEL THAN 6 FEET OR GPLVIxMD BOLTS W/WASHERS PND NIffS O Z4-O.G OCCUPANCY OR TYPICAL MULTIPLE OPENINGS SHEET N O �� I PANEL SPAN GREATER THAN 6 FEET S UNLAWFUL ANDEQANB FEEUAL OR T �� Y°.�h� ■ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL A+V WITHOUT CERTIFICATE A PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING) ri �T j^- WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" «+ 4G OF 0 y✓Y U PA NCV. AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMUTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO }1ay- COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RETAIN STORM WATER RUNOFF - PURSUANT TO CHAPTER 236 OF THE TOWN CODE. A � p4 o � Wgo e pq P x � 0 azo O ;a -xJt_ lo W � � ' 3'-0"X7'-0" i i Z U-)z a >W4 BAR OPENING ———— o #4 BAR �J,J -- --------- @12"OC pe N1F LOCATION) 12"OC i i Q N to QpOLo cfl i a i • ,— O M i G i O zo &5 0 oI I in O Co X10"PC WALL c (SEE SECTION) O ;WATERPROOFED .• rvv/24"X12"FTG.. ° a ;(3)#4 REBAR •------------------------------- O --�—�-- ' • • ' • ----------- -------------------•v--- �� DRAWN BY: JF FOUNDATION 6/19/2017 SCALE: 114" = 1'-0" SCALE: SEE PLAN SHEET NO: p�Q SSt©S�t�. - - - - - - - - - - - - - - - - - - - - - - - - - O P4 0 Z W � � 0 � w ! ! W z OUTDOOR "=-=a A SHOWER ---------------- --------- �4 0 104 i F24Q �D 0 F-io-S-1 CD I 101 LIVING ROOM 11021 5E PANTRYE<T REF C:1-05 ET ----------- -------------- --------- ...... —j— w W ■ Z oil zv- (.0 Zn 0') 4)7- W ILO C%4 z00 (0 0 40 - F D U) cc U) (0 w F-3-3-IF liEvRov-, LL 135 Sr 0 lor. EXT. r)r=cK 2XI0 P16"OC_ Q) VJ 0 DRAWN BY: JF SCOPE OF 6/19/2017 WORK WINDOW SCHEDULE SCALE: SEE PLAN 001 MARVIN ULTIMATE CASEMENT WINDOW-4'0" 002 MARVIN ULTIMATE CASEMENT WINDOW-5'0" AA of- NE IST, FLOOR < 0 f%sc .I SHEET NO: 11 It I SCALE: 1/4" = 11-011 � JA A C tol 052 C= A � O 9 Z 0 o � w T.O. UPPER ROOF gel pqa Z x O I T.O. LOWER ROOF O 23'-41/2" r� 7.0. ROOF _ SECOND FLOOR 20'-10" — 21'-O 3/4" t.0. CsAZ£BO ROOF 2x10 @16"OC m`tv Q� K1 , 10011 BEDROOM135 T.O. STEM WALL 2X6 STUD WALL — — — — — — — — — — — — — 15'-0" lu (TY P) I NORTH GRADE , ------------- FIRST FLOOR _ 314"SUQELOOR ---— -- T.O. FOUNDATION WALL II'-9 Il•"/& I ----------- TA 110 oIC"OC ------------- ------ -- — — — — — — — — — — T.O..J"GIST L£DG£ ------------------------ -- --------- �..�'..� W i 4 I .� Z Z Lo i 10"PC WALL r' m DAMPPROOF O W CD 0 N r NEW OPENING IN FOUNDATION I O O I f3'O X 10"J O !.� BASEMENT FLOOR O (� T.O. FOOTING T.O. W 24"X12"FTG. 2 X11 ^ 0n (3)#4 REBARDATUM •l1\` LL. ^^ Q) V/ SCOPE OF O WORK SECTION A-A DRAWN BY: JF SCALE: 114" = V-O" PRESCRIPTIVE DESIGN PER R402, 2015 IECC: FLOOR SPACE CEILING 6/19/2017 R-VALUE R30 R-VALUE: 49 '"EXCEPTION FLOORS: FENESTRATION 0.30 SCALE: SEE PLAN IF FRAMING MEMBER IS R19 U-FACTOR: TOO SMALL GLAZED SLAB(HEATED) 2IMIETER): R10 FENESTRATION NR Q� °IyO� SHEET N O. FRAMED WA LL \$C R-VALUE: R20 SKYLIGHT 0.55 ry '� U-FACTOR: its BASEMENT WALL r i. Nvi, ' (CONDITIONED SPACE) 15/19 C1 R-VALUE: �FESS10 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS \ O \ 1� ENDWALL CRIPPLE STUD RAFTER WALL STUD Z c JACK STUDS BOTTOM PLATE RIDGE BATHTUB O . [,_ ___tj LEDGER HEADER DOUBLE JOIST F�1 W SIDEWALLll� RAFTER —O w FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ^� ANCHOR TO FOUNDATION W1 ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED S PPORT (^—] CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP Q ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1l4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING 024"OG WALL STUD P4 THROUGH-ROOF EXHAUST O VENTS SELECTED AND METALS-TRAPCRICKET BY CONTRACTOR < z CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O RIM BOARD 0 CHIMNEY RAFTER oAS REQUIRED O SILLPLATE(S) WALL SHEATHING RAFTERS MAINTAIN O " SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING O FINISH WALL AND MOISTURE2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. ROOFING TO AVOID SOAKI G 4'-8' LSTA24 1-1/4"x24"20 a.STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENING CONTIN.SCREENED V T 9 SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TOFORM GRAN LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 14 INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT GAPI RY 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. ACTION 8" -12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDSEACH RAFTER SOFFItED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING lu SIDES 4 INCHES AND LAPS NAILED TO SHEATHING , SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST n TOP PLATE •i/F� SIDE W,4LL FL,4 HIND GIRDER/HEADER `� I WOOD JOIST 1ST.FLOOR WALL BTAPPING TO BE ATTACHED TO WALL STUDS•48"OG AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALLSTUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND �W PREVENT CAPILLARY ACTION PRE-MANUFACTURED w 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN. I-i/2" ONALLOPENINGS CONNECTEAC 1 RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO R. SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 8'-16" MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS V2"HIGHER THAN LVL HEADERS /n ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE,t REDUCE BUMP OUTS ' (o Z Lo L r DBL.SILL PLATE W CD CV TERMITE SHIELD r SUBFLOOR �A J X J SILL GASKET WOOD JOISTS t.■ Q O O TYP.CONC.FOUNDATION CONC.SLAB „'" NEOPRENE CaAR NE '" I f 2x6/2x8 CONTINUOUS WOOD PLATE �� Z W = KET DAMPPROOF EXTERIOR V 6 MIL.POLY ° v GRANULAR FILL ' BOLTED TO STEEL SEAM WITH O EMIL POLY ON EXTERIOR 1/2"DIA. BOLTS s 48"o.o. STAG. !� ° V STEEL COLUMN Q - `�, cn ch Q a a e C ROOF JACK �� `� '^ �1 O CONC.SLAB Q .° v // I(�\ �, STEEL BEAM V' LJ.. O e A o� \`Q COMPACT FILL , 4"x I/4"x B"STEEL � W •a N' a �° e ` TOP AND BOTTOM PLATE LL ROOFING LAPS WITH 1/2"x 6"ANCHOR BOLT n O v ° d Q n FLASHING AT I/2"GROUT \ii■� A/ KEYWAY FOOTING o / •Q �-Q ( CONC.FTG. Q Q•Q C o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 0 o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 3"STEEL COLUMN ^ p � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5l8"DIA.ANCHOR BDLT I � I Q) LL DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM �A CRAWL SPACE OR FOUNDATION VJ SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL O TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"xl2"GONG.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL BOTTOM BEARING NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS t VENTS DETAIL C.SLAB I r SUBFLOOR 6 6"0/0WWM GARAGE I DOOR FRAME (�—JOIST DRAWN BY. IF COMPACT FILL ' I USE 2X8 4" BLAH I FOR BLOCKOUT STEEL BEAM SLOPE P.T.PLATE I/2"AIR SPACE w/,6 A u>r�M. e 4'DRIVEWAY--► NOTCH JOIST AND ADJUST HEIGHT 6/19/2017 A7 END AND e• ,• 'IQ/ e� ; (WITH A NAILING PLATE IF NEEDED) GRADE a ''--u -'--:c- --_ DES O W • TO BE APROX I/2"OR HIGHER THAN C.Q SI F OOD o`� O e' O •• STEEL BEAM TO ALLOW FOR SHRINKAGE 6X6 W.W.M. —•— a O BEAMS = 4 �• •' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)12" SCALE: SEE PLAN °— — —•— —` a'° M N. d %c ° °O ^ L)'Q l�'Q /�'• ° e ��NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMUM •° A , o . n eQ I I SUBFLOOR •/ a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM °D ° n e , s I I—I I .c � REINFORCING BAR o ° O�JOIST DRAIN TILE I� ►� ° BHEET METAL/30•FELT UNDER BEAM AT POINT a�� 12" � � OF CONTACT WITH CONCRETE OR CONC.BLOCK -m— Ip BEAM SHEET N O■ TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " •^ 3 SHIMS TO LEVEL BEAMPLAE OL TPHE%i® ) REINFORCE FOOTING WITH(2)04 REINFORCING BARS, 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ;�0Sc rU� BEAM POCKET ' S ��i' 510��A`' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1)•RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL W 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING P4 O O When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (.L� CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd 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) CEILING JOIST 8'WALL:3488 COMMON EACH O intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:488 COMMO JOIST W 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 CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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: COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 TO RAFTER WFCM-SBC END NAIL 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 ATTICS w/o STORAGE 10 on-Now /� ^ should be adhered to even if in variance with the Ian. 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 PA H P accordance with table 3.3. TO RAFTER ENDNAIL DESIGN LOAD CALCULATIONS LIVE LOADS PSF ROOF (GROUND SNOW LOAD) PER NYS 301.6 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END O (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 168 COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 Q F 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 F4 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL 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. SPACING NOTES GAURDRAIIS ANY DIRECTION 200 O (DESIGNED FOR CAT.C) 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 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 COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE (FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-168 COMMO 0 (� INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O 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 O 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 SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 1N O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16cl-COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16clCOMMON PER 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 I GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floors above typical rade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERILAYMENT g () YP g 7).INTERIOR SHEARWALL CONNECTIONS: 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 MAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SFA,CING 20 PSF 130 B SEVERE 3�{• MODERATE SLIGHT TO it NONE - P Y• TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMO concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL.TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE " 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. P SHEATHING LOCATION NOTES BLOCKING 2-8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON "O.C. EE NOTES:1 - 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL @ O @ 6 S O ,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g BLOCKING TO: EACH TOEEE NOTES:1(BOTH FIELDS) 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 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. P SILL OR TOP PLATE BL.00K NAIL NOTE:2 FOR PANEL FIELD LU anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6"maximum lifts(layers). - 44'44 ♦ along the op in ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.q. 8d COMMON @ 4''O.C. SEE NOTES:1,3 6).Crawl spaces n at provided with r minimum.of access opening.Install one attached with he above requirements. TO BEAM 3-168 COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8dCOMMO PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JJIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade onion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO 101ST 3-16d COMMONJOIST NAIL g P P g 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. W FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. III 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"02"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Q) z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For fit)J� below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d 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,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z , Z Lo Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 0) CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE X N 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 0 f otherwise. JOINT DESCRIPTION --I X J Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) !^ O O where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD VJ 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.C.FIELD @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 �� O m ( )1 ( ) g 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING:openings.LVL headers to have(3)jack studs and(2)full length studs on each side of '_^ O � _M openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES v, openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 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. O and blocking where applicable. QTY. SPACING STRUCTURAL - 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMO AS PER TABLE 39 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall L(J � 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE be used. (L �6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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 G>0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE: g Sd COOLERS on plans. WALLBOARD 10"O.0.FIELD 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• fY P Y g � P PP FLOOR SHEATHING" to other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE SONT ANG RS AN AN FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P f1' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO 12"O.C.FIELD 6"O.C.ECCE 3).INSTALL 1.Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 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 NOTES: Fireblockingshall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to torn an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided in wood-frame construction In the following locations. p 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 D Rl1W N BY. I C equipment supplier. levels.concealed horizontal furred spaces shall also be Rrebiocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathinj feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 sheathng SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higheir 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. / / ELECTRICAL NOTESshear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 20 " adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the nun.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. 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 a walls and SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Gara /� g 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. S� LE: SEE PLAN 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 lireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUB FLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• 8 torch down type material over. and R315 of IRC. ®r- ` E SHEET N O■ 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to `� 1.5 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. i.P y 4 1 'a R�fiE S10�P,