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HomeMy WebLinkAbout30338-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30986 Date: 06/17/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 5455 INDIAN NECK LA PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 6 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 19, 2004 pursuant to which Building Permit No_ 30338-Z dated MAY 20, 2004 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 ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANZI HOMES INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2041308 05/16/05 PLUMBERS CERTIFICATION DATED / N/A A riz d Sigfiature Rev. 1/81 Form NG-6 TOIIN OF SOUTHOLD BUILDING DEPARTMENT TONNN HAIL 765-1802 1 O rO APPLICATION FOR CERTIFICATE OF OCCUPANCI, %.-- This This application must be tilled in by typewriter or ink and submitted to the Building Department wi(h thcioltbwing: J 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to.dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 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: (check one) Location of Property: y (7- 7— 1 v\�A't c,� C(7 G r_C4 I-louse No. Street Hamlet Owner or Owners of Property: e P L1C LL Suffolk County Tax Map No 1000, Section � Block_6--_Lot I _ Subdivision ______ Filed Map._ _Lot: PernutNo. Date of Permit. -do . OV_Applicant:_A4 p1 - ). c Health Dept. Approval: _ _Underwriters Approval Planning Board Approval: Request for: Temporar-, Certificate Final Certificate: / _ (clieck Line) Fee Submitted: $ Q applicant Sign FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30338 Z Date MAY 20 , 2004 Permission is hereby granted to : MANZI HOMES INC PO BOX 702 ROCKY POINT,NY 11778 for : CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 5455 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0006 Lot No. 012 pursuant to application dated MAY 19, 2004 and approved by the Building Inspector to expire on NOVEMBER 20, 2005 . Fee $ 83 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 rLI7C.1�C�C.n C.��C.�C.�CPC.n rPC rL3rL3�LrL3r J [P r�C.��.I7l�L)7C�t..I��.I�CnI�C.ITC.�C�r� .I7C.I�C�[�C�LI�C.�C.�L�CnC�C.If�GI7C.17 �❑+� 5 f BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 555' Upon the application of upon premises owned by C5 FULTON ELECTRIC INC. *MANZI HOMES C5 5 61 WINDSOR PLACE POBOX 702 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 C 5 Located at 5455 INDIAN NECK ROAD PECONIC, NY 11958 5 Application Number: 2041308 Certificate Number: 2041308 r5 Section: 86 Block: 6 Lot: 12 Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, r� 5 A visual inspection of the premises electrical system,-kimited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to b4gl'compliance thKOVRAW the Day of 5 5 Name QTY Rate Ratin Circuit 11, e 5 5 Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide C 5 Appliances and Accessories 5 5 Hydro Massage Tub(Therapeutic 2 0 5 Future Appliance Feeder 2 0 20 Amps 5 S Future Appliance Feeder 1 0 30 Amps C 5 Future Appliance Feeder 1 0 40 Amps 5 5 Furnace 1 0 Oil 5 5 Wiring and Devices 5 Outlet 88 0 Fixture LJ' 5 Fixture 88 0 Incandescent 5 Outlet 95 0 General Purpose 5 si Receptacle 45 0 General Purpose 5 5 Switch 69 0 General Purpose 5 Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer 5 Multi Outlet System 9 0 ft seal 5 c�5J' Receptacle G 0 GFCI 5 Continued on Next Page I of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. LNJ S1 5 O rru r PrrrJrJocn rP rPrJ rrrPcnrrurJ�rJr r�nrrrJ�rPrJr n�rtSr�r nr�r n r nr nrrr Prr nr3PL o D cn cn cP t nrlrJ@rrJ�rJrJ� r'J'v'�'J'J'�r'���rJ�cncnrJ@PrJtPcPrJLai P rPrJ�rJcPcPcPrPrPrJ O If 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 5 TY 40 FULTTON STREETF C NEW YORK,INY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by c� 5 FULTON ELECTRIC INC. . MANZI HOMES 5 5 61 WINDSOR PLACE POBOX 702 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 Located at 5455 INDIAN NECK ROAD PECONIC, NY 11958 5 Application Number: 2041308 Certificate Number: 2041308 �S Section: 86 Block: 6 Lot: 12 Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 55 5 Basement, First Floor, Second Floor, Detached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to b440compliance th4@6-WRA06n the Day of 5 5 Name QTY Rate Ratina Circuit Type 5 5 5 Service C5 I Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 2 150 cb 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 seat 5 501 2 of 2 S SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 cnrJ�rJ�rP ffi@[ �cnrr�lc ncnePcncncJ�cncntJ�cncPrrrJ�cncPcP�ltr�nrJ�r nrrrrrJ�Jt?rrJ� a { BUILDER'S JOB NO. TITLE NO. 1� S�REED cTw _101AL_–F'LOI _AREA: 19.9653 S.F. FIRST FLOOR AREA 10401- S.F. NO GARAGE A4ic�g !Ff 1 J F a -w rwfs P � 1 1 I i i I m1 I MOR TELL 167.St ID KMFS CP *LL ' I55 135 I N \ M 1 m � ! / I I M 1 I I I I i –urem n rca v I a \ snvs I &T • .o I I / 2 Srmy mIIi P R4v IWJ z y� I •Q d S i S 1 I I SIFPS,. -fit I w 1 P}i O 1 1 ro OW (Ns O� R BP o I pm u SUFFOLK COCIvi"Y i;;cr.=.i:Tl':: i{i C:I-HEALTH SERVICES �I''.-'ORK3FOR Data t vi'F�" O t1 '= SGV[.,_ . C . . L :1" ^1 THE EX151ENCt OF RIGHT OF WAYS ANG/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED W THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPIED BY THE NtW `ORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCALON LAW. COPIES OF THIS SURVE+ - /t) MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO OFFICIAL OF r/ THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN. CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS 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 TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS 1 ♦ I SUFFOLK COUNTY TAX MAP DIST:1000 SECT:086 BLK:06 LOT:12 " BURTON ` BEHRENDT SMITH MAP OF DESCRIBED PROPERTY PC LOCATION: PECONIC ENGINEERS TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK ARCHITECTS ' SURVEYORS SURVEYED: OCTOBER 28, 200-9 REV.REPLOT WELL12/10/02 ' REV.HSE CHNG./ADD GAR. 1/06/03 244 EAST MAIN ST. ,! , CERTIFIED TO: ROBERT & EILEEN WAX WELLS FARGO HOME MORTGAGE INC. FINAL SURVEY 2/8/05 PATCHOGUE, N.Y. 11772 SUNRISE ABSTRACT LLC. REV DRIVE & FE LOC: 6/8/05 (631 ) 475-0349 FIRST AMERICAN TITLE INS.CO.OF N.Y. FAX 475-0361 SCALE: 1 " = 50' FILE NO: 02-406 r TRF�r c 20 _ nQ „; �oN � C m M M eevc.o N FGUNON 24.0 M5 N V i A M1a g•/ jei5,/ III � �� h Map of Described Property /O"/ Situated at Peconic y Town of Southold, Suffolk County, New York ° District 1000 Section 86 Block 6 Lot 12 I R" ,D , U o U1 0 W 9A�Evi'14� tl f 41 0 /L��mDU� - ¢ ' oZ 502861 p y✓ .o- f 1J a° 'v;? �A VA ANTHONY"ABRUZZO R.L.S. �ccr/H�T REGISTERED LAND SURVEYOR J £amu 1500 Hortons Lane Southold, New York 11971 631 209-0676 � ) FOUNDATION LOCATION: August 6, 2004 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 C 3 ,!„ I OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. Las:+•S THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. Scale: I"_ Dott ORJE TOTAL PLOT AREA: IG,965t S.F. FWC.M. FIRST FLOOR AREA = 1132 SQ.FT. 1 SUFFOLK COUNTY DEP!R-rVENT OF Irr.ALTH SERVICES E T.H. k� PEI%fd T FOA AOPROVA.L OF'COtiSTIrUCTION FOR A ♦cam +nl—PROPOSED SINAE 7ANfEL•1 REEIDENC'E ONLY rIELL 150' " DATE LCIS REF.NO. O 'C` �O srsTE Ns �" I APPRO ,D � C43 � FOkIiJLAXIA`Glv7 O'r BED. 0 S �OPOD EXP S THREE YEARS FROM DATE OF APPROVAL DETACHED n CHIIIhIEY ' i �y a 4¢ g / LL PLEASE NOT Q s g r. muni distance between v<<cl. i b CELLAR Z ceE�.pojl i-- to be 1-0 fee;. ^ fes- C OEKGP. \ ENTRANCE I / i G i 5TAJP vPROP05ED 5EPTIG 515TEM: USE 1000 GAL. 5EPTIG TANK AND (2) 8 mx&' DEEP LEACHING POOLS EPa LCOVERED \� PORCH \ p �. GROUND EL. 0.3' TOP501L PROPOSED 0.9' DARK BROHN LOAM 9 \\•„ ASPHALT \ DRIVEWAY Ib' BROHN SILTY LOAM \\ O Ib' GREYISH BROWN SILT J O TT PALE BROWN GOAR5E SAND v O \ 1 HATER IN PALE \\I 4.9' BROHN COARSE SAND Ho G.M. O �n HATER ENCOUNTERED AT 12.1' BELOW GRADE +NHL J p �e TEST HOLE VnL.POLE Op oo Nn i t � N�� � `.:• Opti 5.f. 4T _ s�q 40 20 0 40 50 120 16C 200 6RAFHI 5C4,LE I" = 4C'-O" SITE PLAN 0r IINQIAN NECK ROAD JEFFREY T. BUTLER P.E. ''`PEGONIG, NY ^ S.Ga:IW # 1000-056-06-12 P.O. BOX 634 5HOREHAM, NEW YORK \�—'NT'T' OF SUFFOLK TOWN OF SOUTHOLD TEL.: 631.821.8850 FAX: 631.821.12bl 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: v DATE INSPECTOR ^^ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATION [r] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE n /� d / INSPECTOR '-"`� 3oBe- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 6 17 d Se"' INSPECTOR w 1 FIELD INSPECTION REPORT DATE COMMENTS t =--- ----- m FOUNDATION(IST) — R � --------------------------- ,n — S FOUNDATION(2ND) ---- V) m ROUGH FRAMING& PLUMBING _ 7� r INSULATION PER N. Y. -- ---- 1� m1 STATE ENERGY CODE ji ILL -. c (b FINAL ADDITIONAL COMMENTS � 7 - n u• ? t- G N - � z m s n iG r'7 Y m r 5 0 v M - 17 baa _ K*— 12 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETJ VILLAGE DIST. SUB. LOT r�,,_ r, '�Vs LA FO MER OWNER N E ACR. S W TYPE OF BUILDING r � _ RIISEAS. iVL. 7 (FARM COMM. CB. MISC. Mkt. Value LAND SIMP. TOTAL DATE REMARKS 6 /o R e fi Q L 103 EQ o 162—H o b`1 ac.(c 4o Norc4s4 ycv+i �2 5 oUG7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre i Tillable 1 Tillable 2 Tillable 3 vVoodland �L 4 Swampland FRONTAGE ON WATER ` 3rushland j FRONTAGE ON ROAD s ri -louse Plot DEPTH BULKHEAD Total DOCK .. _...._._.'— . d.,_.._. . .. . ....,.,,I. 1.v � LI". ,1\LI) i DU1LDING DEPARTMENT Do you have or need the following, bdurc applying TOWN HALL Board ofllealth SOUTHOLD NY 11')71 -- — ' 3 stns of Building 1'Imns___ TEL: 765-1802 survey PERMIT NO. b+ 3 p �� Check — --- - -- Septic Fomr ------------ L-xanuned ),0 , 20 D Contact:Trustees_— Approved 3J, 20 a Mail lo: Disapproved a/e ri,nlle: ` 9 X04 Building Inspector �^ APPLICATION FOR BUILDING 1'LI AH'J' INSTRUCTIONS Date — -- a. This application MUST be completely tilled u1 by typewriter or in ink and submitted to the Building luspcctor with 3 sets of plans, accurate plot plan to scale. Pec according to schedule. b. Plot plan showing location of lot urd of buildings on premises, relationship to adjoining prcuniscs or public streets or areas, and waterways. c. The work covered by this application may not be cormnenccd before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such it pcnuit shall be kept on the premises available for inspection throughout the work. c. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant Is issued by the Building Inspector. APPLICATION IS HEK1?BY MADE to the Building Department for the issuance ofBuilding 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 adadl authorized inspectors on premises and in building for necessary inspections. /I h�CZ�tI /i�a� (Signature of appli , t or name,if li corporation) w RPT (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder P�- Nameofownerofpremises 1�__ - CN Z t I n C (as on the tar,roll. or latest deed) If applicant is a corporation, signature of duly authorized officer r\ C-t'At res(CA 4nT (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. .S©(') Other Trade's License No. 1. Location of land on which proposed work will be done: Sy 55 I V-�&i cr-. vulff C (I 2 C20 r`AL k �cn House Number Street Hamlet County Tax Map No. 1000 Section 9 Block m ( Lot i SubdivisionFiled Map No. Lot (Name) hate existing use and occupancy of prenuses and intended use and occupancy of proposed construction: a. Existing use and occupancy \ a f C--1-! C� b. httended use and occupancy Nature of work (check which applicable): Now Building 1/ Addition \Itrr: 1,M Repair Rctnoval Demolition Other s't'ork (Dc:cCl iphom Estimated Cost_ Fcc (to be paid on filing Ibis applir.auon) If dwelling, number of dwelling units Number of dwelling units on cacti floor If garage, number of cars If business, wainiercial or mixed occupancy, specify nature and extent of each type of u:,c. Dintcnaions of existing slructtucs, i f any: Front_ _--Rear - - - D.pt', l Height Number of Stories Dimensions of same structure with alterations or additions: Front Ruth Depth Height Number of Storics Dimensions of entire new construction: Front a Rear a o Dcptb Qq Height 03 ` s" Number of Stories I Size of lot: Front Rear Dcpth II _ Datc of Purchase 5�O Nannc of Former Owner N0''cis--Om . Zone or use district in which premises are situated :. Docs proposed construction violate any zoning law, ordinance or regulation: Will lot be rc-graded Will excess fill be removed from premises: YES NO t. Names of Owner o premises MCnz, 14) nes Address-P o Goa ;>n a Phonc No. 01- ?9q - 1039 Namc of Arcltitcct -�F -T Address P-0 Qq3, �63V Phonc No Ya/ - FjFSO Name of Contractor Mc,,, ,, 143mPs rn r Address N d Lao-\ >oa Phone No. 3h 1 >y /Q i. Is fl-tis property within 100 feet of a tidal wetland? *YES NO >- 0 • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED 'i. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OP NEW YORK) SS: 'OUNTY OF (� ` being duly sworn, deposes and says that(s)lrc is the applicant (Namc of individual signing contract) abo(ve named, >)I-Ic is the 0 � C e- - \vere-S t (2✓l 1 (Contractor, Agent, Corporate Officer, etc.) F said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; rat all statements contautcd in this application are true to tle best of his knowledge and belief; and that the work will be crfonncd in the manner set forth in the application filed therewith. worn to before me this (V&1 20 O4- L-Iqotary P c Sign tore of Applicant FREDFRICK J.NAPOLI TANO Ptblk:'State of New York No.01NA6069519 In Suffolk County 'o O Commleslon Expires March 24,_ DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING: SET)- SEE DETAIL SHEET FOR I WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD HIGH WIND CONNECTION GROUND SEISMIC FROST USE/ REQUIREMENTS SNOW SPEED EXPOSURE DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY I TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION ICONSTRUCTION OMODERATE SLIGHT Tp II YES FROM 1998 40 °r 20 PERIMITER EDGE ZONE • 33.2 p°F EDGE ZONE • 25.6 p°r R-3 176" FIRST FLOOR 600 90-FT, TYPE V Y 45 per 120 B G SEVERE 45" TO HEAVY MODERATE FIRM MAPS P p°f INTERIOR ZONE • 26.6 per INTERIOR ZONE • 16.9 p°F OPENING PROTECTION BY Y V WOOD STRUCTURAL PANELS 2 CAR GARAGEO PERSUANT r0 1609.1.4, SEE 0FASTENING SCHEDULE ON CONT RIDGE VENT DETAIL SHEET IN THIS 5ET TOP OF RIDGE 4" P-C. SLAB _ WITH GX&XIO MWWM ON COMPACTED GRANULAR FILL Z a - 12_._ — - V ASPHALT SHINGLES 0 02XIO RIDGE - -— -— - — - — - —- — - — - — - - - - - - - - - - - - _ - U TOP OF PLATE 6 0 - U' -- - Z -- P Q _ ly a o w a � - W xe' OHD - - - IB' -- - - - - - -CEDAR 5IDING - - - - - - ON - - - �- - - - � m y TOP OF FOUNDATION 2-1 3/4" X 11 7/5" M.L. HDR- GRADE — I I I 15' X B' OHD 'o (INSULA ED) L Ii o" o" _________________________________________________________________________ 5 FRONT ELEVATION RIGHT ELEVATION � GARAGE FLOOR PLAN 528 SQ. FT, TOP OF RIDGE 12 TOP OF PLATE O ___L _ _ - - - - - --__ - -- - - - _ _ � " vo r - -- - - - - - - - - -_- - - _ - - X X Z 4 UNEXCAVATEDi - TOP OF FOUNDATION --- - - - - - - - - - _ -- _ - - - -- - - 1.1- -1 � W i ofNEW REAR ELEVATION LEFT ELEVATIONF -Y —DROP FOUNDAION c+ 2X12 RIDGE 2x10 RAFTERS �a • , vT COX SHEATHING, v •- ASPHALT ROOF SHINGLES _ 05- FELT r BELOW GARAGE SLAB; ------------------ ALL CONS(HUG I ION SHALL • CONTCRIDGE EENT MEET THE REQUIREMENTS OFT E JEFFREY r. BUTLER, P.E. -------------------------------- --------------------------------- TOP OF RIDGE CODES OF NEW YORK STATE. 12 O m T� 2v4 c.r. T o.c m ATrr :o O 22 0" W CERTIFICATION OF 0 o g NAILING 8 CONNECTIONS Z(> 3 0 — — TOP OF PLATE REOUIRE0. WD o u v GARAGE FOUNDATION PLAN O" GH � z CONT �INTL W u 2X4 STUDS SOFFIT RTP. FLOODZONE OCCUPANCY OR R" CDX SHEATWOUSEWR1NG , _ USE IS UNLAWFUL o UA z o TYVEK (DING RAP COMPLY WITH CHAPTER "46" YNTL SIDING !MATCH HOUSE, FLOOD DAMAGE: PREVENTION WITHOUT CERTIFICATE QLLI v SOUTHOLD TOWN CODE. OF OCCUPANCY O Q e TABLE R301.4 h - MINIMUM UNIFORMLY DISTRIBUTED LOADS (FSU - 2CAR GARAGE ETAIN STORM WATER RUNOFF APPROVED AS NOTED cc � USE LIVE LOAD EXTERIOR BALCONIES 6c F THE TOWN CODE 45-10C d o DECKS 4o F THE TOWN CODE. DATE B.P. r 3� 33 fi a PASSENGER VEHIC_E GARAGES 50 } FEE: BY:�* ATTICS wltHour sroRAGE to NOTIFY BUILDING DEPARTMENT AT z'o ATTICS WITH S'ORASF 2p '- 4' SLAB 4 _� - - TOP of FouNOATION 765-1802 8 A TO 4 P FOR THE U ROOMS OTHER THAN SLEEPING ROOMS 4C SLEEPING ROOMS 3C • •f PITCH GRADE z FOLLOWING INSPECTIONS: SLEEP( 2x6 CCA SILL �. AWAY FROM ,1 1. FOUNDATION - TWO•REQUIRED 40 �• GUARDRAILS AND H4NDRAILs zoc v2' ANCHOR BOLTS -1 .. FOUNDATION o ul FOR POURED CONCRETE SILL SEAL " n 2. ROUGH - FRAMING 6 PLUMBING 'ERMITE SHIELD — — TOP OF FO 6" CONI. FOUNDATION ''e � � �E 3. INSULATION PAGE : 5"X16" coNC, FrG. UNDEAWA 4. FINAL • CONSTRUCTION MUST SEE DETAIL SHEET FOR REQUIRED BE COMPLETE FOR C.O. ANCUOR BOLT SPACING SECTION A-A ALL CONSTRUCTION SHALL MEET THE DO NOT PROCEED WITH REQUIREMENTS OF THE CODES OF NEW Or FRAMING UNTIL SURVEY YORK STATE. NOT RESPONSIBLE FOR T OF FOUNDATION LOCATION DESIGN OR CONSTRUCTION ERRORS. HAS BEEN APPRJNED. IIII FACE OF FOOTING 2.4 CONTINUOUS TABLE 1605.1.4 LATERAL BRACE AT 6' O.G. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-10d NAILS GABLE END TRUSS FASTENER SPACING 2 FEET 4 FEET 6 FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN W FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET O t 2 1/2" 16 16" 16° 12" S" d' a WOOD SCREWS O O -T I 10-8d 2I/2" •8 W NAILS WOOD SCREWSTHIS TABLE 16 6 16 2 ND H/3 BUT NEED NOT H Sd COOLER NAILS AT 10" O.G. a MEAN ROOFBASED ON A MAXIUM HE HEIGHT OF 33 EET OR LIESSSPEED (3 SECOND GUST) OF 130 MPH AND EXCEED 40 FT MAX. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL BRARA BLOCK NAILED IL EACH BCE WITH 4-I0d NAILS c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS, H/2 BUT NEED NOT d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/5TUCCO, THEY SHALL BE EXCEED 15 FT. MAX GYPSUM BOARD ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 4eO POUNDS. 5d COOLER NAILS AT l" O.G. 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH JLI \///\////// AND A MAXIMUM OF 8 FEET (2438 mm), 10-Bd NAILS ! PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT H HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM 6LOPE5 9. TABLE FROM 55CO - PSEDITION, ENDWALL STUDS FIGURE 8403. 1,11 GABLE ENDWALL BRACING (WFGM FIGURE 3.roa) ° 0 10 EXTERIOR OR BEARING WALL ENDWALLJOISTS TOP PLATES A 4 STUD BLOCKING NOTCH GREATER THAN 50% OF THE PLATE WIDTH BLOCKING n I6d NAIL AT 24" O C GYPSUM BOARD 1 � I BORED HOLE MAX �1�IT Li�l DIAMETER 60 16 GAGE 10 054") AND L5" WIDE IIIL2J4II SECTION A-A OF STJD' CEPTFI METAL TIE ACROSS AND TO EACH x SIDE OF THE NOTCH WITH 8-I6d N X 5/E' MIN, TO EDGE NAILS EACH SIDE Lu Q LL WOOD LED IN CC PANEL W W 0) IT- 5/9" MIN, TO EDGE INSTALLED IN ACCORDANCE 8d NAIL AT 6" O.G WITH NAILING SCHEDULE r cv FLOOR BRACING AT END BAPS TALL PANEL EDGES) !TABLE 31 WCFM HIGH WIND EDITION) _ NOTCH MUST NOT EXCEED TOP PLATES N Y co 40% OF STUD DEPTH (WFGM FIGURE 3,(ob) 8d NAIL AT L" O.G. ON ALL hl O 9 FRAMING MEMBERS NOT AT Y m PANEL EDGES NQ } PIPE !aJ OUTSIDE CORNER DETAIL x0 W n �6. NAIL AT 4" O.C. z M BORED HOLES SHALL NOT BE LOCATED IN THE SAME O CROSS SECTION OF CUT OR GYPSUM BOARD _ TOP PLATE FRAMING TO ACCOMMODATE PIPING ed NAIL AT Q.G. IK a NOTCH IN STUD ALL PANEL EDGES) m S rN"1,145LFLl IL ON w NOTCHING AND BORED HOLE LIMITATIONS SHEAR REQUIREMENTS —� jp WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE FOR INTERIOR NONBEARING WALLS I6d NAIL AT 24" O,C. WITH NAILING SCHEDULE EN 1N (WFGM 1995 SBC HIGH WIND EDITION, 3.4.3. 1. IJ NO CEILING ABLE 31 0" 0 HIGH WIND EDITION, �� N�� DIAPHRAGM CENTER 2. BLOCKING On ON SHEATHING JOINT ad NAIL AT 6" O.C. ON ALL t,,� T REQUIRED FRAMING MEMBERS At PANEL * C` ,k RAFTERS AND CEILING JOISTS OR APPROVED IS/32 WOOL STRUCTURAL PANELS EDGES AND 12 O.C. ON ALL ttGG ROOF TRU55 ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT �y PANEL EDGES BASED ON SHEARWALL REQUIREMENTS (b) INSIDE CORNER DETAIL rp G7 TOP PLATE- TOP PLATE SECOND STORY SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING _ NOTCHING =QO✓IS'ONS EXTERIOR CORNER FRAMING JOIST IS PERMITTED TO PREFERRED METHOD JEFFREY T. BUTLER, P.E. BE CU' OR NOTCHED WALL STJD- m FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILIJNG AND TOP PLATES SEE DRILLING AND / \ p� / BOT-OM PLATE I`/ \y NOTCHING PROVISIONS NOTCHING PROVISIONS WFGH SEGT',ON 31.1 11 "3 WFGM SECTION 3.3.1 LI� I/g g qN I/3 SPA U JOIST ENDS TO BE BALL z BLOCKED AGAINST 4., WAIL 4.. 4. _ _ 0 STUG O T ROTATION IN ACCORDANCE ROOF FRAMING- DOUBLE TOP PLATE Q WITH W=Cr 3 3 '.3-END RESTRAINT \/ W UJI Z Y V FOR BLOCKING AND 3 3 14 BRIDGING / Q W ❑ BAND J015' AND BRIDGING �� Y BORED HOLE MAX `OP PLATE OR pLQCKIING SEE WFGH SECTION 3 3 (� DIAMETER 40`" 30 U) Q 0.' 11 cR PI'LF situs 121' CLEARANCE ti OF S'UD DEPTH BEARING TYPICAL ,•'FRONT -I Nce WALL HEADER CONNECTORS w Fracv/ �F O Q :8MIN. TO ED GEA GE REQUIRED oGENINL IT- 5 : Q A A — 5-e" �m -^ EDGE LA= J015T 3 IN, MIN LAVATORIES WATER SHOWER � Z g0i-OM F'LATE n Y BAND JO 5T CLOSET W Q O NOTCH ML5T NOT EXCEED OR BLOCKING FULL LENGTH WALL OR BIDET WALL W HEADER STUDS WAL_ STUDS 15" 15 259. OF STC DEPTH ;GIST NOTCHES SHALL NO' BE SILL ELATE LOCATED 'N RIDDLE ONE-THIRD �• • NOTE 2 o OF STUD _EN MIDGTH SUBFLOOF2 UPLIFT CONNECTION IS REQUIRED CRAWL SPACE ----------------- AT EACH END OF HEADER AND IF 00_E IS BETWEEN 10'" AND 60, OR SA5E"IENT OF STUD DEFT[- T-IEh ST..T M,.ST BE FOUNDATION AT BOTTOM OF HEADER STUDS INILI � Nbi UF'LI��} ADDITION TO CONNECTORS AT BORED HOLES SHALL NOT DOUBLE ALL NO MORE THAN TWO BE LOCATED IN THE SANE SUOCE551✓E ST',.GS ARE DOUBLED - CC�I�NEGtC WALL STUDS AND AT TOP 4NC R1UIR�F� BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE CRO55 SECTION OF CUTOR ANC SC BOREC A A NOTCH IN STUD TUB PLATFORM FRAMING INTERMEDIATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL WAGE : FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT WATER CLO5FT5 CONNECTIONS FOR OPENINGS FIGURE fR30-1.2 of 2 (WFGM 1995 SBC HIGH WIND EDITION, 3.4. 1. 1. 1 MINIMUM FIXTURE CLEARANCES GENERALNOTES (TABLE 3.8 WFCM HIGH WIND EDITION) The design of this structure is based upon the prescriptive approach using Ne 1 All work shall be performed in accordance with all state, 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association. (1995) having jurisdiction and best standards of construction (110 MPH 3-SECOND GUST - 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-L2.1.3ll Non-structural elements are based upon The New York State Residential Code-January 2003 practice (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria, see Table R301 2(1)on cover sheet The American Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumber to be Douglas Fir 42 or better to all work performed on this project SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ed COMMON NAILS Wind Limitations-Section R301 21 (SEE NOTE IJ (INCHES, C.C.) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301.2 I 1 See Table R301 2.1 21or Wind-Borne Debris Protection 2 The Contractor shall vault all conditions at the site. Any (SEE NOTE 3) (INCHES, O.C.) ( discrepancies to commencement must be brought to the attention of the Engineer E 6 (SEE NOTE 3) Fastening Schedule For Wood Structural Panels) prior to commencement of construction The Contractor shall be ROOF FRAMING Deed Load-SBCllan R301 3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE 16 Live Load-Section R301 4 except for hidden job conditions. F 6 /SEE NOTE 3) RAFTER TO TOP PLATE (TOE-NAILED) 4­13d PER RAFTER Light and Ventilation-Section R303 3 Contractor shall guarantee to the Owner that all materials and E 6 Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Bit PER JOIST Ceiling Height-Section R305 will be of goad quality,free from faults and defects for a period F 12 (SEE NOTE 2) SanitCEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-I6d EACH LAP Toilet Bath 8306 of one yearEngineer from the date of the final Certificate for the of Occupancy Toilet Beth end Shower Spaces-Section 8307 4 The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS /PAGE-NAILED) 13-11 EACH LAP Glazing-Secdon R308 methods, techniques, sequences or procedures, or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Section R309 precautions and programs in connection with the work, and he F COLLAR TIE TO RAFTER (FACE-NAILED) 6-ed PER TIE Emergency Escape and Rescue Openings-Sectlon R310 shall not be responsible for the contractors failure to carry out E = NAIL SPACING AT PANEL EDGES (IN.) Exits-Section R311 the work in accordance with the construction documents The BLOCKING TO RAFTER (TOE-NAILED) 2-Bit EACH END 9 - Landin s Sectmn R312 Engineer shall not be responsible for the acts or omissions by F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Ramps-Section 8313 the contractor Na changes shall be made In the documents RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END Stairways-Section R314 and/orthe building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING Handrails-Section R315 consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Guards-Section R316 5 The contractor and all subcontractors shall maintain continuous TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d (SEE NOTE Il PER FOOT Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker 2- TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING °• Simpson Strong-The Foam Plastic-Section R31 B Compensation, etc)and general liability in an mount not MEMBERS WITH G�OAS FOR FRAMING MEMBERS WITH 0.4RGL0.49, THE NAIL SPACINGS SHALL BE ;° Flame Spread and Smoke-Sectuon R319 less that$5 million and automobile liability and damage MTS30 OR MTSI2 IOP PLATEb AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE REDUCED TO 6 INCHES O G. °�, Insulation-Section 8320 coverage not less than$2 million The Engineer shall be STUD TO STUD (FACE-NAILED) 2-I24" O.C. Dwelling Unit Separation-Section R321 a named insured on any and all policies. AT EACH ROOF RAFTER 2-11Moisture Vapor Retarders-Section R322 6 Provide 0 025"aluminum termite shields over fibrous 3 TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-lad NAILS AT HEADER TO HEADER (FACE-NAILED) I6d I6" O.G. ALONG EDGES Protection Against Decay-Section R323 insulation at all perimeter sills. MEMBERS WITH G10.49, FOR FRAMING MEMBERS WITH 0.42MgO.49, THE NAIL SPACINGS SHALL BE EACH END Protection Against Teres-Section R324 7 All wood In contact with concrete or masonry to be Wolmanized REDUCED TO 4 INCHES O.G. Termites-Section TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2.4 STUD Site Address-Section R325 or pressure creosoted ° Accessibility-Section R326 B.A single station smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.G NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER s 3-I6d PER 2.6 STUD Flood Resistant Construction-Sechon R327 m each bedroom, on all floors and shall be all interconnected per code MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH O 42LG70.49, THE NAIL SPACINGS SHALL BE 4-I66 PER 2.5 STUD 9 All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.G. m Foundations-Chapter 4 as per New York State Code CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6d /SEE NOTE 12) PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 10 Healing to be designed to provide 70 degrees F.with outdoor per square foot Contractor to consult Engineer If different soil materials are found upon excavation, designed air-temperature of D degrees F and 15 MPH wind FLOOR FRAMING or test hole, for alternative footing and foundation wall design 11 All electrical work to he in accordance to the rules and 5lmpson Strong-Tie regulations of the N Y B F U and a N V.B F U certificate lob.Is JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8it PER JOIST Foundation Holes. to be presented to the Owner at the completion of the MT6I2 - 16° O.G. 'A"Anchor Baits(SSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply with State and Local codes USE 4-13it NAILS BRIDGING TO JOIST (TOE-NAILED) 2-Bd EACH END B" oured concrete foundation wall, 8'0"high, 30004 test p and the sewage disposal Use to meet Health s only. standartls AT EACH STUD MinBLOCKING TO JOIST it OE-NAILED) 2-Bd EACH END 16"x B"pouredepthd coctionncrete 4031 4,48"minimum coverage to top of fooling 13 Do not stale drawings Use figurees an dimensions s only. i6"x B" oured concrete wall footings, 30008 test p En All workse conform lc the rules and regulations of the Naw York w 2-1 ;'u t 1 718"Microhm Girder or 3'i.'x 11 7I8"Power Beam) o BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK ( Energy Conservation Construction Code All glazed area to be double 4"poured concrete door slab with 6x6z410 mesh and vapor battier glazed and all erianor doors to have insulated cores. LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d EACH JOTS Damp proofing at extend, below grade-Section R406 15.The Insulation protection as indicated on these plans exceeds y o 30"x 30"x 12"deep pacolumn Poured concrete footings, 300o41est the Code's mmlmum standards ° L JOIST ON LEDGER TO BEAM /TOE-NAILEDJ 3-Bd PER JOIST Deck and porch footings as noted, 30004 test, 48" minimum burled depth 16.These drawings and specifications are instruments of service and d Q BAND JOIST TO JOIST LEND-NAILED) 3-I6d PER JOIST Foundation wall to extend a minimum of 8"above finished grade shall remain the property of the Engineer whether the project for - All footings to be tamed down to undisturbed soil which they are made is executed or not. They may not be used No footing shall be set higher than a 30 degree angle from any other footing an an other project except b written authorization of the Engineer w BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d (SEE NOTE U PER FOOT Y P I P Y o m Pour no concrete on frozen ground or In freezing weather 17 The engineer has not been retained far site supervision, on-site ROOF SHEATHING Provide 3 G"steel tally columns inspections and certifications as required or requested by the owner, Backfill shall not be placed against the well until the wall has sufficient strength and has been contractor or local building department STRUCTURAL PANELS ed SEE TABLE 3.B) anchored to the floor above, or has been sufficiently braced to prevent damage ! 6y the backfill(Section 8404 1 7) UPLIFT-CONTINUOUS PATH CONNECTORS D° ° DIAGONAL BOARD SHEATHING 0 "x6" OR I"nBII 2-Bit PER SUPPORT Floors-WFCM Prehall be nate Method USE O PSON STRONG-TIE CONNECTORS Fluor framing shall be nailed m accordance with Table 31 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND a e "x10" OR WIDER 3-8d PER SUPPORT Dreftstopping-Section 550212 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 Floor C kmg-Seon 8502 13 CONSTRUCTION CATALOG C-HWTION U CEILING SHEATHING °^ Floor ConsWctian ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16° O.0 GYPSUM WALLBOARD 5d COOKERS T EDGE / 10" FIELD %"OSB plywood subdoar,fasten per Table 3 1 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION 0 Floor)orsts See Foundation and Floor Plans, spacing as noted NOTES FOR SPACING AT EXTERIOR ` WALL SHEATHING Fasten per Table 3 l WFCM PERIMITER AND Simpson Strang-Tie (� 2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE GARAGE/HOUSE MSTA36 - 16° O.C. u— Bd "I SE TABLE 3.9J p 9 COMMON WALL USE Li NAILS X STRUCTURAL PANELS Finish floors per reenact LTP4 i6"O C AT EXTERIOR PERIMETER 1 FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL (�I Q Wall Construction-WFCM Prescriptive Method USE 4 ed NAILS AT EACH END USE 4-8d NAILS AT EACH STUDI All Q LL T/16' 6d 3" EDGE / 6" FIELG Wall framing and finishing shall)be nailed and or screwed In accordance with AT EACH END Table 3 1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE / (j/ 00 Q 25/32" Bd 3" EDGE / 6" FIELD 1.6 Pine fascia, wrap SSP CONNECTOR AT 16"O C FLOOR TO FLOOR CONNECTIONS o Overhangs as noted USE 4 Bid NAILS AT EACH END SILL PLATE TO RIM JOIST AND 71 — - GYPSUM WALLBOARD Bid GOOLER5 lam" EDGE / 10" FIELD Vinyl vented soffits d) )SEE TABLE 3.9) V 11q Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION -I Q, HARDBOARD bd Siding Be.Elevations on Tyvek housewrap MTS 12 16" I C PARTICLEBOARD PANELS ed (SEE TABLE 3 9J USE 4 8d NAILS AT EAGI-I END Sri'OSB sheathingsee fastenhn schedule, Table 3 1 WFCM ` } O BOARD SHEATHING 2x4 Studs @ 16"a c with 2x4)shoe and double 2z4 Isle }— X 9 dl "Gypsum wall board VISTA 36. 16' O C 43 W W DIAGONAL x6 aed PER SUPPORT 5/8"Type X GWS In garage p USEEO4 Bid AT EACH END N USE /2 BLOCKING AT (Q Z W AL OR P<B' SPACING�� '/:"MR GWB in we[areas FOR CANTILEVER CONDITION USE MT512. 16" O C o 24° O.C. ALLOWS N I"x10" OR WIDER 3-8d PER SUPPORT At least one window In each sleeping mom shall comply with the exit requirements of section R310 USE 4 Bid NAILS AT EACH END ALLOWS HOLDDOWN L td Note drilling and notching limitations in figure R602 FIT)far bearing walls HOLDDOWN FLOOR SHEATHING and figure R602 6(2)for non-boarmg walls RAFTER TO STUD CONNECTION USE Follow exterior corner framing detail fours R602 10 fi INSTALLATION SIDEWALL INSTALLATION STRUCTURAL PANELS MTS 12, EACH ROOF RAFTER 1� USE B I6d NAILS AT EACH END I" OR LESS Bd 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method Asphalt strip shingles shall have a mrmmum of six(6)fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USE 5lmpson Strom ENDWALL L,�y1 IOd 6' EDGE / 6" FIELD Underleyment application(Section R905,2 7) CS20 USE B-8d NAILS IN EACH END W GREATER THAN I" MT512 For roof slopes of twa(2)units vertical In lweive(12)units horizontal (17-percent slope), AT EACH ROOF RAFTER HOLDDOWN DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal(33-percent slope), underlayment AT EACH STUD (PADS) o B o CORNER STUD o shall be two(2)layers applied In the following manner Apply a 19-inch (403 mm)strip of DECK POST TO CONCRETE CONNECTION USE - 1"u6" OR "xe- :-Bit PER SUPPORT underlayment felt parallel with and starling at the eaves, fastened sufficient) to hold in lace CONNECTED TO E Y P P6544A FOR EACH POST-USE 14- I6d NAILS o TRANSFER SHEAR o 3-ed PER SUPPORT Starting at the save,apply 36-Inch-wide(914 inn)sheets of underlayment,overlapping o OF NEW OR WIDER successive sheets 19 inches 483 mm and fastened sufficient) to hold in lace ( I Y P DECK POST TO GIRDER CONNECTION USE 2-I6d COMMON For roof slopes of faLI units vertical in twelvii imrls PC44 FOR EACH POST i o H HIDED N NAILS AT 10" O,G. 0 x r I NAILING REQUIREMENTS ARE 245E0 ON WALL SHEATWNG Ni 5' ON-CENTER AT THE FAM1EL E06E. 1= WALL SHEATHING IS NAILED i" ON-TENTER AT THE PANEL EGGS I O TO ,OBTAIN HIGHER SHEAR CAPACITIES NAILING REOUIRE`�ENT5 FOR STRLCTURAL MENBER5 SHALL BE DOJEs ED, OR ALTERNATE CCNNEOTCRe SJCH AS SHEAR FATES, i fPHDS) n 5HALL BE _59D To MAINTAIN THE LCAD PATH Ice arotechan In High R d (Se 711 GIRDER TO DECK JOIST CONNECTION USE Underleyment In High wend (Section R 905 2 7 2) MT512 di) EACH JOIST ® ® CORNER STUD WHEPI WALL SHEATHI IG 15 CO"IT:N000S J:ER CCNnECTED MEMBERS THE T4BULATED HUMBER OF `.0 ILS SHALL BE FERMITTEC TC BE RC-GUCEC TO -led NAIL PER FJOT Flashing(Section R 905 2 B) —N I Id G T a'' O.C. GQNNECTED TO Chimney's and Firespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE o NAILS AT 6" O0 Energy Efficiency Chapter 11, see attached report MTS 12 @ EACH JOIST TRANSFER SHEAR Mechanical-Chaplet l2 w - General Mechanical Systems Chapter 13 PORCH POST TO DECK USE Heating and Cooling Equipment-Chapter 14 2-AC4 - USE 14- I6d NAILS (TABLE 3.2AWFCM HIGH WIND EDITION) Exhaust Systems-Chapter 15 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL f SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE. 2-AC4 JEFFREY T. BUTLER, P.E. Combustion Air-Chapter 17 USE 14- 16d NAILS FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 18 m ANCHOR BOLT CONNECTION Plumbing-PaHVll 3/4" MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- SUPPORTING EDGE NAIL SPACING (IN.) (I/2" ANCHOR BOLTS) MTS 12 AT EACH ROOF RAFTER - EDGEDI5TANCE� CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, SILL PLATE TO FOUNDATION STORY i6 I� BP W 1— of rCRAWL SPACE OR BASEMENT) ALL '13 ALL - AND WINDOW AND DOOR OPENINGS �— N'rM� :�n3 3 STORIES 15 W V V WALL BOTTOM PLATE TO FOUNDATION 3 19 (WFCM FIGURE 3.1a 4 4.�b) w z o r; l5LASHON-GRADEI -? STORIES 6 s6 Simpson Strong-Tie z NOTE MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE E` 51MP50N, SEE DETAIL 41. in 0210 2X6 O I ' Z AT EACH RAFTER � Q W 4-IOd x 1 1/2" (n 5lmpson Strong-Tie le d J F_ a+t (TABLE 3.9 WFCM HIGH WIND EDITION) AC4 NOTE, WALL SHEATHING ATTACHMENT REQWREMENTS FOR WIND LOADS AT EACH POST ATTACH LEDGER TO FRAMING MEMBER RIDGE USE 6-Od1elON STRAP _ GS20 USE B-Bit NAILS (120 MPH 3-SECOND GUST = 100 MPH FA5TE5"F-MILE WIND SPEED [PER TABLE R3-1.2.1.31.1 SEE PLAN WITH ENT X 5" LAG BOLTS AT 16" 1N EACH END AT UJ Q STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RATTER SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS ° UJ W O 0 Q � ISEE NOTE 'IJ tINGHE3, O.G.J d� ^, (SEE NOTE 3) iINGHE@ O.C ) Simpson Strong-TIE 0 u 0210 2X6 L 4' EDGE_ ZONE 16 T. o AT EACH CEILING JOIST F 12 (SEE NOTE :) �a RAFTER 4-I0d x I I/2" I" E 6 4 INTERIOR TONE 16 F 12 Q E = NAIL SPACING AT PANEL EDGES ON J F - NAL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD' SIN 1 •t 4 4 Simpson Strome-Tie 2" MINIMUM .r U210 2X6 1, FOR WALL SHEATHING WITHIN 4 FEET OE THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECO`JER RIDGE BEAM PAGE :REOUIREMENT5 SHALL BE USED '69p' AT EACH DECK/PORCH )0157 P /\ GE ; /��DI Simpson Strong-The / 4-IOd x I/2" PB544 2 o f 2 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED i0 STUD FRAMING AT EACH POST FOOTING Simpson Strong-Tie , TYPICAL PORCH/DECK MEMBERS WITH G20.49 FOR FRAMING- MEMBERS WITH O 42iGi0 H9, THE NAIL SPACINGS SHALL 55TB28 WITH BP RIDGE TENSION STRAP DETAIL BE REDUCED TO 6 INCHES O.C. PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL LEDGER GONNECTION5 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NA LS SHALL BE PER11TTE , TO BE SUBSTITUTED FOR COMMON NAILS. Applicant/ Owners Name: Dale. Revie Architect/ wed: Engineer: Date SCTM Submitted: tt: ff District: 1.000 Section: Block: p Lot: Project Location: Subdivision Name: Sin&le S separate Required certification : Yes/No) AZIA Req, Req. -- Zoning t)istricC_� (l,ot size: _ — 6 J (Lot Covera c Req. g � >pnscJ 11`ront Yard Proposed: (Side Yap7i Req. ( I roposed:�_� (Rear Yard I �_ I rolx)sed �I Project Description: -- AGENCit$FR MITS REQUIRED Rnp REVIEWermit N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: / Town Planning Board approval: / Flood Plane Elevation ??? Flood Zone: