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��� c�tlFFti�, �p Town of Southold 10/30/2018 C* P.O.Box 1179 p i 53095 Main Rd F y,AO rod' . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40010 Date: 10/30/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 305 Halls Creek Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 116.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2018 pursuant to which Building Permit No. 42301 dated 1/17/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing one family dwelling as applied for The certificate is issued to Lavaud,Floriane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42301 6/7/2018 PLUMBERS CERTIFICATION DATED 6/19/2018 JaRes Williams t d Signature SUFFnI�r TOWN OF SOUTHOLD BUILDING DEPARTMENT M 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#: 42301 Date: 1/17/2018 Permission is hereby granted to: Lavaud, Floriane 100 Hudson St Apt 8D New York, NY 100133041 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 305 Halls Creek Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 116.-7-2 Pursuant to application dated 1/5/2018 and approved by the Building Inspector. To expire on 7/19/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $789.20 CO -ALTERATION TO DWELLING $50.00 Total: $839.20 Builds nspector 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. New Construction: Old or Pre-existing Building: V (check one) Location of Property: 30-'r H6. G f House No. Street Hamlet Owner or Owners rtY e - of Property: a Wt1 %lC �� Suffolk County Tax Map No 1000, Section !�� Block G7 Lot U Subdivision Filed Map. Lot: Permit No. lJ 1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: Applicant Signature t ho�,t,pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 a� roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Annico (Lavaud) Address: 305 Halls Creek Drive city,Mattituck st: New York zip: 11952 Building Permit#: 42301 Section: 116 Block: 7 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 17 CO Detectors Sub Panel 1-100 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-DW Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment: 1-30A Oven, 1-40A Cook Top, 1- Range Hood, 3- Bath Fans, 12 Combination GFCI /ARC Fault Circuit Breakers, 6- ARC Fault Circuit Breakers. Notes: Inspector Signature: - -a ate: June 7, 2018 0-Cert Electrical Compliance Form.xls ^ c r o�aF SO�Ty�I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Z1E' i BUILDING DEPARTMENT D TOWN OF SOUTHOLD OCT 262018 a BUILDING bEPT. TOWN OF SOUTHOLD N CA-RX IFICATLO-N Date: Building Permit No. Owner: ® _ /(,Please printt))) ,Plumber: � � �'•y 1 !/ I �� _ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this�� day of�( 20 DONNA M.HARNEY NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED i1 SUFFOLK COUNTY 1:2 NO 4908731 MY COMMISSION EXPIRES OCT. Notary Public, - GLf'C6 - _- County �v0 i �O�aOF SOUTyo� cp ��'YUOUM'(,Occ1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC "FINAL) REMARKS: � 1 4awe DATE S INSPECTOR pF SOUr�� cOUMV,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 " J - i� INSPECTION c� [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION k,,i_ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: DATE � INSPECTOR C cp �'��ouH►v�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE RATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) P1 REMARKS: . bue. J rullDI DATE 3 -2,1$ 71K INSPECTOR �o�aOF 50UTy�6 * # TOWN OF SOUTHOLD BUILDING DEPT. Courm, 765-1602 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 6 INSPECTOR SOUIyO h� 'o * * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,a�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] P06GH PLBG. [ ] FOUNDATION 2ND [-%111LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 DATEtH INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ' N b FOUNDATION (IST) O ------------------------------------ FOUND ATION (2ND) 1 l �crw, p o ro CA&A - W° TIN fllqlROUGH FRAMING& , J i A lia PLUMBING a (� 1 r INSULATION PER N.Y: H STATE ENERGY CODE r l FINAL - 7 ADDITIONAL COMMENTS r - G ec o vl#_i 1 z�3o .� v°l to oYl d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TONVN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 ��6 ) Z- Survey Southoldtownny.gov PERMIT NO. (( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20� Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved—4 20L Mail to: Disapproved a/c _kj�� Phone: Expiration 20 l` �',/717-3 B '1 n Ip4pector APPLICATION FOR BUILDING PERMIT J JAN 5 2018 Date December-1 9 520 17 INSTRUCTIONS 1 i �l' �T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofs,accura prof 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. £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. (Signature of applicant or name,if a corporation) PO. Box 565,Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician,plumber or builder Builder Name of owner of premises Thomas Annicq (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders'License No. 48272 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 305 Halls Creek Drive Mattituck 'House Number Street Hamlet County Tax Map No. 1000 Section 116 Block o7 Lot 2 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 Single family residence b. Intended use and occupancy Single family residence 3. Nature of work(check which applicable):New Building Addition Alteration -J Repair Removal Demolition Other Work (Description) 4. Estimated Cost $100,000 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 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 Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V 13.Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO V 14.Names of Owner of premises Thomas Ann►cq Address305 Halls Creed Dr, Phone No. 617-834-5141 Name of Architect Joe Fischetti Address 1725 Hobart Rd Phone No 631-765-2954 Name of ContractorPaul Reinckens Address 1065 Hummel ave Phone No. 631-466-8672 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES -V NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES V NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO of *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners;and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of rLI 20j?_ 01 000000 %X314141E D.BU CH Notary PubliRotary Public,State of New York Signature of Applicant No.01BUS185050 Qualified in Suffolk County Commission Expires April 14,2_&� 7 o� c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1:1971-0959 All Telephone (631) 765-1802 - FAX (631) 765-9502 roper.riche rt(aD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 72i" g, Date: 311q 11 Company Name: f, Name: i-�o,,: K"' License No.: 77tj �5 email: Address: `j?p, 6 Phone No.: (6 3/� 73 4-3'2-70 R JOB SITE INFORMATION: (All Information Required) h Name: Address: 3 os- 104.e Cross Street: Phone No.: 73 tf- 2-70 Bldg.Permit#: L.3® / email: ---- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Y- y Circle All That Apply: �,p� Lr Is job ready for inspection?: YES / NO vr�" Rou h I b ,,y, Final Do you need a Temp Certificate?: YES /4g) Issued On Temp Information: (All information required) 1 Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: D PAYMENT DUE WITH APPLICATION MpR 2 2Q18 �V13'®fig ®�,� 82 Request for InspecBon Form.xls o�oSufFot,��oG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road o :t Fax(631)765-9502 P. O. Box 1179 SouttTold'NY-1"1'971=0959 • �� BUILDING-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: Owner: ��((� � Cq-I.- Uv/-C- Location CLocation of Properly: 3 C' Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation 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) in the followjnq locations (check a _plicablcJiri-e)' Floor framing, including girders and beams (F) Roof framing (R) _i��Floor and roof framing (FR) C Signature: / 9 � Name (person submitting this form): ec&y 41c-UZ C.fl- S Capacity (check applicable line): caner JZ Owner representative TrussRegl5.docx Effective 1/1/2015 t i`�,1. � �b�' a ��!�+ft��i � � yr•'t�:~� '��• .�t•J Z`a r+ ..p L Jl+i r. •{ Prr i' dNt � � '!i krre ��1vlz,.!i•.. � i�n -o i'Lujx": Ye a. i_ � '.r•1ji.' i ii Z) �. �$ r �e;s to �..Y "x^�•s.s'�i�"�*''hrt. .n1 'r�.7r iy'4.n��', a hA',.�'^«j..,a"'yr" '5�,G,4�i'JJ^.. xs.i X $`rl.n, s. ,L tz tr x •a.,^'+` . a '=xG stirrr� ath'i ",A 1r y g to .wtitf,�zw1 � r a 1.J .as} .,"r xa• r '+,... r• sum 'L�vd •3 rY 71ae xt�ia'',r ` 4xa S• °T N "ry r fsyjrx�,L�• ;' } ,r ti„rL'Vt !"7y r '�?^')•n;tet s.G�3`�"'4,yi. rn,..� :'t a a. 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FOUNDATION - TWO REQUIRED (l) W FOR POURED CON, RETE PLUMBER.C071F'OA T/0,N LL 2. ROUGH - FRAMING & PLUMBING ONLEAD CON*;EN1 !3EFGRE 0 3. INSULATION CERTIFICATE,C -OC'-UPANCY 9i 6' ,�,�.ti`^`� 4. FINAL - CONSTRUCTION MUST SOLDER USE )BE COMPLETE FOR C.O. VA TE P EX AT HALL MEET THE SUPPLY REQUIREMENTS OF THE COD 0/ L El',D. ALL CONSTRUCTION S Pji3O OF'I CODES EXCEED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EX.BEDROOM No.. PLUMBING F DRAWN BY: JF j An PLUMS',,�!G EX.BEDROOM No.2 TESTI I �',00;r� COMPLY WITH ALL CODES OF 12/25/2017 NEW YORK STATE & TOWN CODES --- ED AND CONDITIONS OF AS REOUIRr: ..................... SCALE: SEE PLAN 1�10=71 A ,' lighting 1-Irt,-illed-,replaced or r, -VVN 1,1,—u5 I t r-S EX,ArrK e:inll conform SHEET NO: to Ch-11pter 172 of the Town Code :--'----------------------------------------- --------- OCCUPANCY OR EXISTING 2ND, FLOOR FLAN. USE IS UNLAWFUL SCALE: 1/0" = V-0" WITHOUT RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. --------------------------------------------------------------------------------------------------------------------------------------------------------------, o " 2 W a H O x H —J L M A < E - �- - -� —e - - - - - - � - - - - -+- - - - - - - - - -}- 0---+- - - - - - - - - - - " ' L- STEEL COLUMNS w/ , --2'X6'Xl'CONC:FTG. w/#4 REBAR @8"OC ew r ' BELOW POINT LOADS II ABOVE - - - - - - - �- - - - - -1- - - - - - - - - - - - - - - - W i - --, ---- Q� z z (ozU-) W co � O � pN ZL6 Q O OmF— f` .-. (n0 = M n. O co LL 1L 0 ®f- ` Iv G � sa r0'A a" C'l VJ � j . 05 O DRAWN BY: JF 12/25/2017 SCALE: SEE PLAN SHEET NO: FOUNDATION IOM FLAN SCALE: 1/4" = 1'-0" f` EXISTING DECK c F-71! n i L7711 Z A 0 0 12�-0" am-mowZ g CN 8068 BIFOLD CN 12068 BIFOLD w z � EX. 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GARAGE04 b. _. --------------------i N I DRAWN BY: jF I I I WALL LEGEND 12/25/2017 I I I EXISTING WALL SCALE: SEE PLAN I DEMO WALL NEWWALL SHEET NO: 1ST. FLOOR FLAN SCALE: 1/4" = 1`-0" --------------------------- 1 I 1 I I 1 I c 14 I I 1 , r I z U.1 ce NEW BATH W Z W ----------------------------- .. F _______ _ __________ _________i1______________._____ V1 ______________ ______ _ ____-________ EX. BEDROOM No. 1 C� V EXF ANDED ' ' � V W a H I W 2 a � /�11 ,; , S4 �/ I o Lr) � M I , 2'-6" ' 10 IV I 0 ' Lll N - BATH ' 1 I E N ' N o I ' 2111 I I , ' I I I ' I ' EX. BATH I ' I LU 1 ' 1 ' I I ' I ' I ' I I I EX. BEDROOM No. 4 I I I I � W I Z I Z � zLO m EX. BEDROOM No. 2 ( � W c0 p N J ' V I I I L6 Q ZmOco p O "0 I ,, W LL ' ------------------- --------------------------- A:b \1 , �a,,,7 ✓a• L152r� �, I A ! I 1 Ex. ATTIC WALL LEGEND DRAWN BY: IF EXISTING WALL 1 I DEMO WALL ------------------------ 12/25/2017 I 1 NEW WALL SCALE: SEE PLAN 1 I ---------------------------------------------------- I I I I I SHEET NO: 2ND, FLOOR FLAN SCALE: 1/4" = 1'-0" 2X10 SCREWED EVERY 12" Q TO PLATE AND STUDS \ ^ / 12 0 4 ,6^OG ,2X �I $SRC° RIDGE 9-1/2"MICROLAM @1211OC I2X110'CJ 916"OC,' ,. � w w C� V ' NEW BATH EX. BEDROOM No. 1 En V r NEW DORMER FRAMING EXPANDED 1� 1_4 H SOLID O \� NEW FLOOR FRAMING BLOCKING O 1 9-1/2 ML @12"OC NEW 2X10 CJ @1611OC cn SOLID BLOCKING (3)1-3/4X9-1/2 ML (3 POINTS) w/(2)3/8"STEEL (3)1-3/4X9-1/2 ML w/(2)3/8"STEEL NEW KITCHEN NEW DINING ROOM NEW LIVING ROOM tu SECTION A-A • A�A- SCALE: 1/4" = l'-0` PRESCRIPTIVE DESIGN PER R402, 2015 IECC: FLOOR SPACE CEILING R-VALUE R30 R-VALUE: 49 -0 Lij LL *EXCEPTION FLOORS: FENESTRATION W IF FRAMING MEMBER IS R19 U-FACTOR: 0'30 z TOO SMALL Q) GLAZED z Z Lo SLAB (HEATED)(2'PERIMIETER): R10 FENESTRATION NR W SHCR: N FRAMED WALL R20 !n -j X J Lr) R-VALUE: SKYLIGHT V! Q 0 0 (.0 / / ® -Ir ®/ ® / ® ]2• �r U-FACTOR: 0.55 Z m Z ~ 1 BASEMENT WALL (CONDITIONED SPACE) 15/19 VJ O D M R-VALUE: r ti � ti / ti � ti cn0E ANCHOR ITH No.8 WOOD-SCREW ED 16'OC FASTENER TYPE: SPACING- /I1 I IIlIII I(II 1 I( 1I I�1 —III`/ I1I/II1 f IIII1I I I1I I I�1—IJIII/• I'�1�yI l�1�/' I�I I I (II t�r 1 I I •II I1JI r��/l/II''I/I1 1I ( I�II\ /+ • �/O/�` ^G''1t.{O(�l\\.0 IM�yft(','(•U1 Yr tv P . 2h EMBEDMENT LENGTH N. D WOOD-SCREWS BASED WITH l6'OC tn.EMBEDMENT LENGTH 114h.n.d.LAGSOREW BASDANCIORWITH IVOC 21,EMBEDMENT LENGTH 3 33/4'APA PLYWOOD SHEATHING GRDAAWOAING 11/2 IV4 11/4 1 V4 (ALTERNATMVE:7/16'O.S.B.) 1/2'APA RATED SHEATHING D ( (ALTERNATT E:7/16'O.S.B.) I /4 2 1 V4 2 1Va H2 R 3 3 11/4 CC). 4FFASTENER TYPE: SPAONG: Na. SUDA2 DRAWN BY BASED NCHOR WrrH 10'OC OFS tin.EMBEDMENT LENGM WINDOW SBL f' /s✓'j\.d` ✓ + r TYPICAL WINDOW OPENING No.10 Wood-unEWs I ( I1 ! ( I I ' I ' y I v4 11/4 1 V2 1 V4 BASED ANCHOR WITH 12.OC I I 7 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH j I I I ( I I I I SINK C uv. a 12/25/201/ THAN 4 FEET van.tlla.LAGSCREw I II S I I 1 I I FAI. SASED ANCHOR WITH 36'OC I ' ( ( BA 21n.EMBEDMENT LENGTH — • TYPICAL DOOR OPENIN _-, G FASTENER T PE: SPACING; 2 vaSCALE• SEE PLAN PANEL SPAN GREATER THAN 4 FEET MULTIPLE PL WOOD ASSEMB ES AND EQUAL OR SMALLER TOGETTHEDR WITHn�NsssTEEEL No.B WOOD-SCREW cD L'J3 c.o.THAN 6 FEETASED ANCHOR WITH B•Oc OR GALV D NUTBOLTS W/WASHERS tin.EMBEDMENT LENGTH AND nun 0 r-m O.C.o No.10 WOOD-SCRElNS a TYPICAL MULTIPLE OPENINGS BASED ANCHORWTTH 91O APROVED PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH SLOPE"1/4"PER FOOT PITCH TO DRAIN T.C.1 SEPTIC SYSTEM BASE1141 dia.IAGSCRIT ■ AND EQUAL F SMALLER 2h EMBEDMENT LEN 16•ac TRAP HOUSE SHEET N THAN B FEET 21n.EMBEDMENT LENGTH ■ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) F LU M E I N G S C H EM AT I C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 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. 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. ( 7 v A KING STUDS ENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB F^� DOUBLE JOIST W SIDEWALL n JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION r^v, ��/'� 1ST. AD55 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �•�i �+ ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/ SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT t . ' 11.4 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 W 1.4 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. AD55 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO (EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. AlL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 15210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING 024"OC OWALL STUD `J THROUGH-ROOF EXHAUST u '^ VENTS SELECTED AND • 'W •+ \ LOCATED BY CONTRACTOR O METAL STRAP VENTILATION CHANNEL RIM BOARD AS REQUIRED L - RAFTER RAFTERS MAINTAIN SILL PLATE(S) , VENTILATION .. . . . .. WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AATTIC 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- 4" - 8" LSTA24 1-1/4"x24"20go. STRAP AND JACK STUDS e , RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS �� + OPENINGS OF'A INCH IN DIMENSION. CONTIN. SOFFIT/EXT. PLYWOOD i INSTALL 4'O" O.C. � LOCATION jLJSP NUMBER I DESCRIPTION AIPPLIC ATION SOFFITED EAVE B" - 14" LSTA30 1-1/4"00. 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ` 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1- 4"x36" 18 a. STRAP AND JACK STUDS . B" - 12" RAFTER RT20 21-t/g" x 20ga. TYDOWN ANCHOR / 9 � E.ACH RAFTER ON ALL OPENINGS ♦� 2ND. FLO R WALL / i Lui RAFTER I �rl WOOD JOIST TOP PLATE GIRDER/HEADER 00-0 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ♦•..� UJ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD '' I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION " INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION �/V■ ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED 1MTH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS7 8" - 16" MSTA48 1-1/4"x48" 169a. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE.& REDUCE BUMP OUTS L ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACHI STUD r ` J X Q N v '^ DBL. SILL PLATE Q (.0TERMITE SHIELD I �-- ,_ O O A��� SILL GASKET Z WWM '' ♦ O �\ TYP.CONC. FOUNDATION ( A 8 MIL . POLE V •% ( •O DAMOOEXTERIOR V GRANULAR FILL • ' > ` _ ✓O co 6MIL POLYOLYONN EXTERIOR !.o a •, � 1 yL•J�.." y 10 STEEL COLUMN , 1 t n � Lu • ♦ CONC. SLAB I ,0 c• ANCHOR BOLT E.MB FOMENT: // II}\` • a� .v' n.`'^••n,g 1 �. • ^ COMPACT FILL )•O POURED ALL: RETE: 7" • LL s y � T • � o• � BLOCK WALL: 15" •• KEYWAY FOOTING • V • _ d • ^ • • _ e • G'S CONC. FTG. 'a D'0 L•' a USE WITH 3x3 SQUAfRE WASHERS • x.. • > > ;0 ANCHOR BOLT CONNECTION (USP LBPS58 OR!BP583) •• }a -. fit, -L ill REINFORCING BAR FOUNDATION 5/8" DIA. AINC HOR BOLT DRAIN TILE p . ANCHOR BOLT CONNECTION ,7 SUPPORTING MAXIMUM !SPACING SILL PLATE TO FOUNDATION 1 STORY 77"OC ' '� ��'� •� n "'1 '•:" syA CRAWL'PAC ER F UNDATION O p T• TYPICAL FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36'"OC �N.I,+1P.€'�• WHERE NEEDED NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION s"•�..a, WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"'OC A -ON- RAD r—SUB FLOOR CONC. SLAB DOOR FRAME DRAWN BY: JF 6X6 10/10 WWM 1 GARAGE JOST COMPACT FILL DOOR 1 I USE 2X8 STEEL BEAM �"♦ FOR BLOCKOUT • 4" SLAB '• ,• '• P.T. PLATE JIB W/6X6 WMM SLOPE 12/25/2017 / `♦ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT < 1 • • 7 1 2? _ (WITH A NAILING PLATE IF NEEDED) • ' .ate 4. •"• • • ••• • TO BE APROX. 1/2"OR HIGHER THAN GRADE • a --a-�--•�- -- • n=•O •O O •►' O •• STEEL BEAM TO ALLOW FOR SHRINKAGE a a a, a�� • p•• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN a MM. Q(��•� •O 1.1 �• 6X6 W.W.M. 4t.. a, jA e••O • �•�I •Q A • •p. w••O ��SUBFLOOR •• a —REINFORCING BAR t O s' •• I-II •O • REINFORCING BAR �• ! p•,•'• �• (�� .�01ST DRAIN TILE Id 1I ,• • a�}• O •O • - - STEEL BEAM 12 SHEET NO: i• PLATE (BOLTED TO BEAM) 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 RAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: r GENE1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL V 1-1/4"x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING cY' g g p P JOINT DESCRIPTION QN SPACING NOTES When a collar tie is used in leu of a ridge strap,the number of tOd common nails required BUILDING HEIGHT (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMION EACH TOE-NAIL r , O CONSTRUCTION NOTES• TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) U 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL:3-8d COMMON EACH VV Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL u O Intent and framing details.They are Intended as a construction aid,not a substitute g O 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 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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 PARALLEL RAFTER WFCM-SBC LAP NAIL Z !"'1 the to the wall stud with uplift connections.Roofs overhanging the rake side of the building FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE sound and a weatherproof completed product. -� shall be connected with uplift connections to accordance with table 3.3c. Z W 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 ATTICS w/o STORAGE 10 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 BLOCKING EACH TOE ATTICS w/STORAGE 20 should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 accordance with table 3.3. 2-16d COMMON 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ROOMS(OTHER THAN SLEEPING) 40 V (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL v ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 4).The designer has not been engaged for construction supervision and assumes no P ISI responsibility for construction coordinating with these plans,no responsibility for foundation plate and slab-on-grade, n inches t masonry block foundations,re lapped under JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 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 QTY. SPACING (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 TOP PLATE TO PER FACE NAIL ~ 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, 2-16d COMMO LOAD PATH SEE CONSTRUCTION GENER D PATH CONNECTION 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 O TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE x 5).Refer to the Window and Door schedule for exterior openings. corners. 4.16d COMMiO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 5.TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Ln 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets ) 2-16d COMMO 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 STUD O.C. NAIL Sym-: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 1314 IRC. M 1/2 inch sum wallboard on the Interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 7).The General Contractor Is to consult with the owner for all built-in items gypsum 16d COMMON SMOKE&CO2 DETECTORS edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc. TOP OR BOTTOM 2-16d COMMOPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 8).Wind load requirements shall be taken into account during construction. 6) TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER IL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST',BAND JOIST, 2-16d COMMO FOOT SEEENOTE:NOTE:1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 1).The General Contractor and Mason to review plans,elevations,details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. it YES 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting 4-8d COMMONconcrete 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).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Any g 8 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be Installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 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 COMIMO INTERIOR ZONE Bd COMMON @ 6"O.C.O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts Qayers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Sd COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3-16d CoanMOM1 TO BEAM JOIST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of 'BECK AND COVERED PORCH NOTES: 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST alvinized or stainless steel. TO JOIST anchors to be d hPER END All fasteners, angers anang3-16d COMMO J015T NAIL the below grade portion of exterior walls prior to backfilling. 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2).Girder:for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 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. FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. OOF SHE HIN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � {,L JOINT DESCRIPTION NAIL NAIL 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3),Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. QTY. SPACING; 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W 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. AS PER TABLIE 3.P framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. 0 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-S13C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: (J� Z 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. v Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE z Cfl Z NAIL INAII AT PANEL EDGES SUPPORTS IN THE PANEL FIELD LO 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. JOINT DESCRIPTION QN SPIACIt•;, SEE NOTES:1,3(BOTH FIELDS) r 0) otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD W (0 Q N where needed. GYPSUM 7" O.C.DGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 X Lo WALLBOARD 10 O.0.ELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. Q O O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING• NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NA. O m 2 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QT SPACJG THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. STRUCTURAL AS PER TALE 3.9 O B).Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMO 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WIFCM SBC be used. O (0 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3" O.C.DGE r^ *"� 6d COMMO v PLYWOOD 6"�O.C.FELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W 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 GYPSUM 7" O.C,EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c, t Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. 5d COOLERS Q• �t �i r��b, WALLBOARD 10" O.0 FIELD T� .y on plans. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. '�'�/�,w 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: r 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 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 NA JOINT DESCRIPTION t/ J provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SIPACIG 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 8).Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation for maximum Note size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V/ where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.DGE v' 1"OR LESS 8d COMMO 12" O.C.IELD t ! HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED m g1 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists �,� NOTES• Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) �n under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblocking shall be provided in wood-frame construction to the following locations. �7 xSA 10).Provide insulation baffles at eave vents between rakers.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED)TO f needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. y system q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathq �p 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 sheaing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed DRAWN BY: JF Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtainigher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTs Fir or Advantech plywood subfloor shear capacities,nailing requirements for structure adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connecto 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. 12/25/2017 such as shear plates,shall be used to maintain loaoath. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over(conneed 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 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 shalli be penitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SCALE: SEE PLAN 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or Sa COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1) TO VERIFY OEXBSTIG SOIL CONDITIONS PRIOR TO E(EAN OF ORGANIC MATERIAL. FILL.� CTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND AD ADDITIONAL FILL AS NEEDED. c be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. SHEET N O■ 2).COMPACTION ONEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: S DENSITY(PERAS11 D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY SOIL AT 12"ILIFTSfYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A,PRO:ESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.