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HomeMy WebLinkAbout31679-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32686 THIS CERTIFIES that the building ACCESSORY GARAGE Date: 10/22/07 Location of Property: 1275 BUNGALOW LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 123 Block 3 Lot 17 Subdivision Filed Nap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 20, 2005 pursuant to which Building Permit No. 31679-Z dated DECEMBER 20, 2005 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 LOUIS O GIGLIOLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, N/A ELECTRICAL CERTIFICATE NO. 108492C 03/30/07 PLUMBERS CERTIFICATION DATED N/A / L thorized Signature Rev. 1/81 05-02-2007 09:09 SOUTHOLD BUILDING;,D€PT 16317659502 PAGGE1 Form No. 6 TIL1wN of S �ouTxclidl JU l ( ;BTIILDINGDEPARTMEN'I t ' 1'p W N HA I .L 765.1802 APPLICATION VOR CHATIFICATE OF OCCITANCY This application 11110 be filled in by I.YPewritcr or irdc and submitted to clic Building pt;paltntcnt with the following: A, For new hulloing or new use: I . Filial Survey of Property with aeourato location of all buildings, propully linos, streets, anti unusual naluralor topographic features. 2. Filial Approval from lfealth Dept. of water supply tend scw(a'age-disposal (S -g f0nn). 1. Approval of electrical installation from Hoard of Fire Underve itors. 4. Sword statement 1"•0111 plumber ccrlifying that tl.u: solder used in system contains less than 2/10 of l% lead. S. Currunercial building, indusltial building, multiple residences and r:imilnr buildings and imlallations, a cerlificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan rccluirerneotx. H. For existing buildings (prior to April 9, 1957) noir-couforu'ing use.y, or buildings and "pre-existing" Innd uses: 1. Acctua(u survey of properly showing all Properly lines, streets, building and unusual natural or I0110graphir fu m e.s. 2. Aproperly tornPlc;lcd application and c'.11NUnl to iusPcct sigucd 1?y the applicant. if" C:eiliticntc of OccuPnnc'Y is denied, the 13mlding In:prclor Nitall VaLe Ihe.le.asons thercRu- in wrilief; to lhr. applicant. C. Fccs L Certificate of Occupancy - New dwelling $25.00, Additiuwa to dwelling $2.5.00, Alterations to dwelling, .$25.00, Swinuning pool .$2500, Accessory building $25,00, A.ddiliun, to aece.-smy building $75.00, BusincSses $50.f10. 2. CcrlifieaLC of OccuPancy ou Prc-existing Huildiog 3. Copy of Ccrli ficate of 0erupanc.y - $ 25 4. 1Jpdated Cettifreete of UccuPency - $50.00 S. TemporaryCritiflcalcoFOcclihraiicY $15,0(), 00 New (6 o{t ll t/ _ (tld or C',e-existing Iluildiu — p, Location of Properly: I louse No. ["antler (.>wner ort )wncrs of Properly: _�W�$ Cr Suffolk County Tax Mop No I (.li)0, lection _�3 Subdivision Pcrtrut No _ ;L& 7 g Iia11(11 f)cpt. Approval: Vbwlillg llunrd Appmv<J. I)alc of Pcmut.1gLkV 10te_ Requc.^t for: CemPuruY ('cuilic;rte J cot NW Rlo(_k_00_0").._... _Litt— C/7 piled Mdp. _-- — I.ol� Applicant: �.ya,n� lr ttL..x,;n3C�vsf.• fiL-(-fi(„ -- _ .. Undenvritcrs Aplurwnl: -- — Final l;ellih 31c: %/ cbcr,k one) coni Sif nature _ — 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. 31679 Z Date DECEMBER 20, 2005 Permission is hereby granted to: LOUIS 0 GIGLIOLI 63 SECOND STREET BROOKLYN,NY 11231 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR PER TRUSTEES AND DEC NJ LETTER at premises located at 1275 BUNGALOW LA MATTITUCK County Tax Map No. 473889 Section 123 Block 0003 Lot No. 017 pursuant to application dated DECEMBER 20, 2005 and approved by the Building Inspector to expire on JUNE 20, 2007. Fee $ 262.25 ORIGINAL Rev. 5/8/02 James F. King, President Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. # 0207C BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 CERTIFICATE OF COMPLIANCE Date: June 6, 2007 THIS CERTIFIES that the construction of first & second floor additions to the existing dwelling new decks new detached garage all with gutters and drywelis. At 1275 Bungalow Lane, Mattituck, New York Suffolk County Tax Map # 123-3-17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 06/08/05 pursuant to which Trustees Permit # 6167 Dated 07/20/05. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of first & second floor additions to the existing dwelling, new decks, new detached garage all with gutters and drywells. The certificate is issued to Louis Gi lg ioli owner of the aforesaid property. Authorized Signature ■ ■ROM :MEYER ELECTRICAL ■ FAX N0. :6312884842 May. 07 2007 08:11PM Pi Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc_ Application 3/30/07 376 Dunton Avenue 108492C Fast Patchogue. New York 1177 lv92Ai4W Issued To: Mr. Louis Giglioli Street: 1275 Bungalow Lane Village: Mattituck Zip: 11952 Town: Southold Section: 123 Block: 03 Lot 17 Contractor: Meyer Electrical Corp. (L) Lie. I« 4297-E Was eavMnW and round to be in mnpfmme win its Neebnal Electrical Code- ❑ Commercial ❑ NV Derails ❑ pool L& 1st Floor IXJ Indoor © Basement ❑ Not Tub ® Residential © Det Garage Gt7 Attic Xx 2nd Floor ® outdoor ❑ Addition ❑ survey Swltcires Recwtoefes FhrWres GR Haarlem AfV 64 47 84 13 2 3 O/shwasher YYashar/Amps DryseAmps liven RangWAmps Mierowaves 1 20 1 Gas 1 Gas Fumoce 011 Gas Circulators Sma" Detector Beg Transformer 1 Mater Amps Phase uG10H Jacuui Tdev/don CO Detector 1 200 1 Bldg. Permit: Other Equiprnent -200 ampMB Pane2- 2-15 amp -6' Plug Mold/ 2-30 amp A/C Disc- -Garage Door Opener Racept. -100 amp Subpanel -60 amp Subpanel 6� Hugo S. un>fi President RauBh 'W17 -- Dgxxtm- Donnas Brand) Final lrrspac . I7.1i WWW In` peftr John Mc Mahon 111 This 09rWIC31e must not be atered in any manner. IMPWOM may be identified by tlreb aedenllals- New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790.2356 Phone: (631)444.0365 • FAX: (631) 444-0360 Website: www.deC.state.ny.us LETTER OF NON -JURISDICTION November 15, 2005 Mr. Louis Gighom 63 Second St. Btooklyn, NY 11231 Re: Giglioni Property 1275 Bungalow Lane SCTM# 1000.123-03-17 DEC# 1.4735.03497/00001 Dear Mr. Gighoni: Denise M. Sheehan Commissioner Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 10' elevation contour as shown on the survey of this property prepared by Joseph A. fn¢eerto last revised on December 13, ;,004, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as Indicated above, without a permit. It is your responsibility to ensure that all necessary, precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 1$1 to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that ibis letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. ce. Charles M. Thomas File Tn'd 7n:t7T Cnnj ;T nw nncnbt-.trTcq: xe i �iTkN-l- WATAnI'l 6-41^t 1 Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. ...61.67.__. __.... DATE: .J°Iy.... .loos LOUIS GIGLIOLI ISSUEDTO....................................................................................................................................... ,��u#1#nrt�tt#inn Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS.FROM LANDS UNDER TOWN WATERS:?", and in accordance with the Resolution of The Board adopted at a meeting held on ..July. 20, 2005 and in consideration of the sum of $.._250.00 __paid by Louis Giglioli of ................ Mattituck......... ..... .......... .................... N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct first.and second -floor addition to t exist. dwelling,construct new decks,.remove.exist. attached garaf and construct new detached garage with the condition gutters & drywell are installed to contain the roof run-off and all as depicte on th� site Rla prXpaxed by W;arles M. Thomas Arch. a m aeeor anee witthh a eTTanlaedd specrtnieatwns as presented m .the originating appGeaflon. last dated October 11, 2005. IN WITNESS WHEREOP, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority, of the said Board .as of this data. 50FFOLk� tP r ie Foster 06V Trivae" g/2 WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board.of Trustees approve the application of LOUIS GIGLIOLI to construct first and second -floor additions to the existing dwelling, construct new decks, remove existing attached garage, and construct a new three -car detached garage, with the condition gutters and drywells are installed to contain the roof run-off, and all as depicted on the site plan prepared by Charles M. Thomas Architect last dated October 11, 2005. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very trulyyours, Albert J. Krupski, Jr., President Board of Trustees AJK/Ims TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ,....t l,�x DATE l J INSPECTOR `�y'- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING� / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION srM■ w svc. DATE INSPECTOR 3479Z- TOWN 4792 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION � j/�FOUNDATION 1 ST [ ] ROUGH PLBG. [[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE J9 --?-7-65- INSPECTOR S FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) 2-� y ------------------------------------ FOUNDATION (2ND) C z ROUGH FRAMING & PLUMBING �p � O fv y 4y INSULATION PER N. Y. STATE ENERGY CODE J FINAL vui :65W[7 Cz) ADDITIONAL COMMENTS i z z 7T-Imo m y z x 1� d ro y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 31d � /Z- /2 Examined 20 ) / i Approved IZ 2 U ,20 Disapproved arc Expiration LU i nl i I 1 9 L .i Li Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic Form_ N.Y.S.D.EC. Trustees_ Contact: Mail APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date %k , 2 1 , 2000 e a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning 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 e, and re lations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 0.3087 �i�oz� NY 104-7 (Mailing address of applicant) State whether applicant is owner, lessee, agen archite engineer, general contractor, electrician, plumber or builder Name of owner of premises 4, .,1'_t f7 Ln (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. Plumbers License No. _ Electricians License No. Other Trade's License No. IZ House of land on which proposed work will be Street County Tax Map No. 1000 Section 12 - (Name) Block C _ Filed Map Hamlet Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fit 0 k -N GA= b. Intended use and occupancy L2) (A-([ 4AW 3. Nature of work (check which applicable): New Building 1�Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 5d 000 Fee (To be paid on filing this application) 5. I welling, number of dwelling units Number of dwelling units on each floor_ If ag , number of cars 2 C� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front 2-5 Rear Depth,. Height _2L= Number of Stories I 9. Size of lot: Front /'Op Rear /ro Depth 25T Z, 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 ✓ 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises t005 4i4lLtDL� Address Phone No. Name of Architect G 3 '- PK Address Phone No '7Z -7-74H3 Name of Contractor V'4%64,— (9wr� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES VNO *IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. ��pv spm b. Is this property within 300 feet of a tidal wetland? * YES ✓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. STATE OF NEW YORK) tl^-SS: COUNTY OF!) I' "V^ S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Corporate Otticer, 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. Swam to before me 's �^ day 20 d S Notary Public BARBARA ANN RUDDER Notary Public, State of New York fdo. 485:;805 Qualified In Sufto!k County. / Commission Expires April 14,dSLr jtw� Signature of Applicant II Fi SURVEY OF LOT 133 ��( PLAN OF MARRATOOKAPARK NOTES.BAY LOTS AND BUNGALOW SITES 1. FLOOD ZONE INFORMATION TAKEN FROM: FILE No. 19 FILED MAY 7, 1914 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-123-03-17 SCALE 1"=20' DECEMBER 13, 2004 DECEMBER 9, 2005 GARAGE FOUNDATION LOCATION AREA = 31,008.81 sq. ft. % (TO TIE LINE) 0.712 cc. /a V'7� iT\ AD FLOOD INSURANCE RATE MAP No. 36103CO482 G ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X', AREAS OF 500 -YEAR FLOOD, AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN I FOOT OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE X AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN Vv N 00 E If / 11 zANY I N �3 OQ 1 P's"NNTEN z5/ / F/0 1, OT (1) I I gON? jcIA2�T0 � pp7 R p1P 25100 SAG 5E AFR&MGpR0GE v ryN10 SP1 _WPIfR - 1 ..E n55- uMF ' pY Pnsr _ a PEPNAO DP1VEWnY r 5E i `a I Psvnnl FPO j 'T,- d, AT; r oNnpTlos / El M „ N1 5 �3.C4 00 41 / 777, f ',V/TrI'H OUSE T//��rFpPM�'f SAGRy / 07 (14) 111 N/ SAIUNOERS, co F' % „D A1A eoEH"U / aP / BFL�gUR � oPCE = i z= PNL FfecE WO° Da AL r C` i i p0 69 A/ �m s s `y TI s ,, PILINS / 0 l • i-ELannuc �� wooD Doax ��a5 DD / ol A „ ISO EL m o AL 'C m� rl F,.DVBnP A� ROL UNAUTHORIZED ALTCRAT"N OR ADDITION TO THIS 5URVF1 15 A VIOLATION OF SEC PON 7209 OF THE NEW rORK STATE EDucnnaN uW CO FIFE OF 1H15 SURVf, MAP NOT BEARING THE LAND SURVFFOR S INKED SEAL OR E MBOSSFI SEAL .HALL NOT HF "ONSIIERED Tl' HF A ORID TRITE LOPR CW6ICATIONS INDICATED HEREON SHALL RUN _OF TO THE PLRSON FOR WHOM THE S1RMf PREPARED AND ON III' BEHALF To TIT TITLE CONRANI ROVERNMENTAL ACENC, AND LLNDINO INSIIRTIVN LISTED HERLON, AND To NIE AOi16NrY5 DE TFL LENowo HIP - TIP n- TU1WN CEPTIFIOATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. ri PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS G430. TITLE SURVEIS Al ESTABLISHED B, THC LIAI 5 AND APPROVED ANO ADDPTED F,F SUCH USE 01 THE NEW iTRn STATE LAND TITu PEE GS wrIDN No isbph A. Ingegno Land Surveyor FUry EL,1111Nbdo Ions PHONE (631)727-2090 OFFICES LOCATED) AT 322 ROANOKE AVENUE RIVERHEAD, New lark 11901 S,le Mons - lllEPlb,H LFVOIII FLx (631)7,7-1727 MAILING ADDRESS P 0 Box 1931 Riverhead. New lorl+ 11901-0955 SURVEY OF LOT 13 PLAN OF MARRATOOKA PARK BAY LOTS AND BUNGALOW SITES FILE No. 19 FILED MAY 7, 1914 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-123-03-17 SCALE 1"=20' JUNE 8, 2005 AREA = 31,008.81 sq. ft. (TO TIE LINE) 0.712 OC. BASED ON ORIGINAL SURVEY BY: JOSEPH A. INGEGNO LAND SURVEYOR PO BOX 1931 RIVERHEAD, NY 11901 ORIGINAL SURVEY DATED: DECEMBER 13, 2004 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G,V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: m EXIStING CONTOUR LINES ARE SHOWN THUS: — — —5— — — F.n. - FIM FLOOR AM: B MENT FLOOR Gn.GNdOE FLOOR T.B. - TOP OFSULKHM BB- "MGM OF SUMHM T.W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C04a2 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X': AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN i FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. - AL N p P\ V Z illi q P�0 LOT 1 % �yy\ / / GPwKG.t \ 'w`\ \ S Pn'NO � F F X / - °'ts. 'Al; off' 1 DNOD LAI %ITO P Y \ \ \ O,, wo)o oo)O B PA TRIC E d x" Oar o g ?3•p6'�i / \ \ \ \ \ 1 \ x� \ I rad_ 4— Alk AL \ AL N / • �� ��\ �- A+G`� ''� x i i ELOT FGA I �N a lBJx 4121II FF N' x 7� JSF Lu /^''� 1 f y • •/ . • /'/ / F/ HpOgF. �A °L P GCG � • /X -w ,,.M�y� 1 � I +..x...N... mix xiAi LOT ' / ¢0. . ..... °a bG1EKo•FCd.P N/0d jIN1)'ft II] / ......lr / CLIFFORD F O•• / . W 'aVITLR• 0 1b0. HPE) x Jsa 1aca tst = 2 9 4 Hf ,,;,. 00. P Ag OWNER: LOUIS GIGLIOLI SITE ADDRESS: 1275 BUNGALOW LANE MATTITUCK, NY 11952 TOWN OF SOUTHOLD ADJACENT PROPERTY OWNERS MR. & MRS. RONALD ZITO 1185 BUNGALOW LANE MATTITUCK, NY 11952 MR. CLIFFORD SAUNDERS III 525 VILLAGE LANE MATTITUCK, NY 11952 E MF SHEEP NO. � 8 III III N E)LEFT WIND 51 DE ELEVATION �E1 FRONT WINTER DE516N IGE 5HIELD UNDERLAYMENT 4 SCALE: 1/4" = I' -O" I j SCALE: 1/4" USE/ OGGUPANGY 12 Q q �E 1 REAR ELEVATION 2 SCALE: 1/4" = I' -O" DESIGN CRITERIA 5N SNOW LOAD WIND SEISMIC DESIGN GATE60R 5UBJEG7 TO DAMAGE 057 LINE WINTER DE516N IGE 5HIELD UNDERLAYMENT FLOOD HAZARD 5 LIVE LO DEAD LOAD ROOF UPLIFT LOAD WALL 5HEATHIN6 USE/ OGGUPANGY HEIGHT FIRE AREA TYPE OF GON5TRUGTION 5PEE --1 (MPH) WEATHERING TERMINALE DECAY z REQUIRED SUCTION LOAD GLA551FIGATION 45 P5F 120 B SEVHE M' 1 HODERATE To WAW 51.16117 TO NOOHUTE II Y E 5 PRON M96 40 PM' X PGF PH16E1M 616E 2AE a 6.71 P9F MW 20N3 =766 MF R-1 -V-wPIR6f PL � 966 5P TYPE V P664 NAPS INIHUOR 701E • SIA MFR1nVM 201E • 26.9 PWS6coW R • 907 SF TION TT'PIGAL GELLING 60N5TRUGTION 2" X 10' GEILIN6 J01515 o 16" OL. - N/ R-30 BATT, INSULATION TYPIGAL FLOOR G0N5TRUGTI0N II 1/4 TJI FLOOR J015T5 • IVIOG W43/4' PLYY{OOD SUBFLOOR R-Iq INSULATION TYPIGAL WALL GON5TRUGTION GB2AR PBRFEGTION 514INGLE5 TYVEK HOU5E WRAP I/2' GO X PLYWOOD 5NEAT14IN5 ON 2'X4" HP. STUDS a 16' OL R-15 INSULATION CERTIFICATION OF NAILING & CONNECTIONS APPROVED AS NOTED REQUIRED. DATE: 1a/z0- S.F.# 3�d� FEE' zS BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 A TO 4 P FOR THE BQCUPANCY OR FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED E IS UNLAWFUL �+ T FOR POURED CONCRETE I ITHOU ITCERTIFICA I E. 3. NSUL TIONRAMING 8 PLUMBING OCCUPANCY 4 BE COMPLFINAL - ETE TFOR TGO, MUST ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, 12 COMPLY WITH ALL CODES OF q NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOLTHOLD TOWN ZBA SOL -HOLD TOWN PLANNING BOARD SOL 'HOLD TOWN TRUSTEES N.Y S. DEC TORM WATER RUNOFF nFE R Uj To SECTION ATOWN CODE. 45.100 ALL CONSTRUCTION SHALL :ET THE REQUIREMENTS OF THE CODES OF NEW YORK STAT, I "UNDERWRITERS CERTIFICATE REQUIRED E ) R I C H T SIDE ELEVATION 3 SCALE: 1/4" COMFir WI LH CHAPTER "46' FLOOD DAMAGE PREVENTION ,SOUTHOLD TOWN,CODE. 2" X 12" RIDGE BEAM TYPICAL ROOF GON5TRUGTION ASPHALT SHINGLE ROOFING FELT ON 1/2' GPX PLYWOOD 5HEATHiN6. _2`lXll0_`lROOF RAFTERS o Ib" O.G. 12 - 4 p ., 0 m IFR P.ATEO s/6' TYPE'X' GYP. EO. F7ll5H T. 1 5. 3 GOAT JOB (IYP) GAR " 6/4RA615 Q o V p 4" POURED CONCRETE 5lfAB 4 MILL VAPOR BARRIER) Ptl�.7Y TO FIRST FLR SEGTION I 5CAILE: 1/4" = I' -O" H' POURED GONGRETE FOUNDATION WALL ON A 5" X 16' POURED GONGRETE FOOTING ©MMr`M, M0 V l 1 V r6r ry r O � m --1 g } z d A` x s � a SHEET NO I I RAFTERS AND GEILIN6 JOISTS OR APPROVED ROOF TPU55 TOP PLATE SECOND STORY FLOOR JOIST- BETWEE SEE DRILLING AND BOTTOM PLATE NOTGHING PROV1510N5 HFGM SECTION 3.3.1.1.1 3 SPAN F] TOP PLATE - HALL 5TUD- SEE DRILLING AND NOTGHIN6 PROVISIONS HFGM SECTION 3.4.1.1.1 CORNER AND PARTITION 05T5 6_�:64, NOTE A THIRD 5TUD AND/OR PARTITION INTER5EGTING BAGKIN6 5TUD5 SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF HOOD BACKUP CLEATS OR METAL DRYWALL GLIP5 THAT HILL SERVE A5 ADEQUATE BACKING FOR THE FACING MATERIAL. FRAMING DETAILS STUD TOP BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE — OR TOP PLATE) I I - R BLOCKING SEE WFGM SE� ION 3.3� HITH t� AND 53.1.4 BRI p6� GAND RESTRAINT NNOTGH MUST NOT EXGEED—�{�}� I I� 5/8" MIN. TO EDGE NOTCH MUST 40% OF STUD DEPTH I rr/4 SILL PLATE PLATE GRAHL SPACE OR BASEMENT FOUNDATION J015T 3 IN. MIN. I INx4 IN. RIBBON GUT INTO STUD - FOR FIRE BLOGKING MONOLITHIC 5LAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING HALL TYPIGAL WALL, FLOOR � ROOF FRAMING r :i� r- �• • p0j 111A Al T'*,*, ',,#j a. HI5 TABLE BASED ON 110 MPH HIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. In. FA5TENER5 SHALL BE INSTALLED AT OPPO51N6 ENDS OF THE HOOD STRUCTURAL PANEL. G. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. HHERE 5GREH5 ARE ATTACHED TO MA50NRY OR MA5ONRY/5TU000, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HAVING A MINIMUM ULTIMATE HITHORAHAL CAPACITY OF 490 POUNDS. e. HOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF l/Ib INCH (11.1 m) (ALL PANEL EDM ) (0) GVI:JIVL VVM1IYLM1 VLIl11L EXTERIOR CORNER FRAMING LAVATORIE5 5HOHER MINIMUM FIXTURE GLEARANGES rTER 20 GA. STRAP N/(8) 8d NAILS EACH SIDE )ng -Tie ��- c�nlmney Framing ROOF RAFTER / RIDOE DETAIL 3 SCALE: N.T.S. HATER CLOSETS IN TABLE 3.1 PANEL RDANNLGE NOT AT BORED HOLES SHALL NOT 13E LOCATED IN THE SAME - GRO55 SECTION OF GUT OR STUD 5/8" MIN. TO EDGE IF HOLE 15 BETHEEN 40% AND 60% DUBDANPEETANWEOLEDN6 MORT AND E551VESTUDS ARE DOUBLED0 BORED HFGM Igg5 SBG HIGH WIND EDITION HFGM Igg5 SBG H16H WIND EDITION 5EGTION 3.4.3.1.1 SECTION 3.4.1.1.1 FIGURE 3.28 NOTCHING AND BORED HOLE LIMITATIONS NOTCHINO AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING HALLS FOR EXTERIOR HALLS AND BEARING HALLS FLOOR BRAGING AT END BAYS (HFGM FIGURE 3.6b) DOUBLE TOP PLATE 2x4 CONTINUOUS LATERAL BRACE AT 6 O.G. -- 2-I0d NAILS / TRUSS OR GEILIN6 J015T HEADER STUDS W LL SNDT /�/ 6ABLE END TRUSS. i UUPPLIFT CONNECTION 15 REQUIRED pp gg AT EACH END OF HEADER AND tJAIL AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT HALL STUDS AND AT TOP AND11 BOTTOM OF GRIPPLES 5d COOLER NAILS AT 10" O.G. TYPICAL FRAMING AND UPLIFT BRACEHI HK4-IOIdENAILSEAGH GONNEGTION5 FOR OPENIN65 (5YP5UM BOARD Sid COOLER NAILS AT T' O.G.--- FACE OF FOOTING N � L NEED 15 FT. FOUNDATION GLEARANGE FROM SLOPES CVTCOI/ln /�O OC AnIa/1 LIA1 � Simpson imson Strong -Tic, PHD 16 6A6E (0.054") AND IS" HIDE METAL TI AGRO55 AND TO EACH SIDE OF THE NOTCH WITH 8-Ibd NAILS EACH SIDE TOP PLATE FRAMING TO AGGOMMODATE PIPING 2 ) GORNER BRAG I NG DETA I L 3 J SCALE: N.T.S. AA AIAII AT All 20 GAUGE S 10-8d NAILS ENDHALL STUDS— GABLE ENDHALL BRAGIN6 (HFGM FIGURE 3.60) GABLE EFEBALLOON �ORAMI N6PRRRED E D R106E TENSION STRAP U5E 8-5d COMMON NAIL5 IN EACH END OF 1-1/4" 20 GAUGE STRAP RIDGE BEAM RIDGE TENSION STRAP DETAIL (ALL PIANEEL AT ED6E5) bd NAIL AT 24" ALLED IN HFGM TABLE 3.1 8d NAIL AT 6" O.G. ON ALL FRAMIN6 MEMBERS AT PANEL E06E5 AND 12" O.G. ON ALL (b) INSIDE CORNER DETAIL FPAMIIN6 MEMBERS NOT AT EXTERIOR CORNER FRAMING T A E3 L E 8301.4 FASTENER SPAGIN6 LIVE LOAD FA5TENER 60 2 FEET 4 FEET b FEET TYPE PANEL SPAN 4 PANEL SPAN PANEL SPAN ( PANEL SPAN ROOMS OTHER THAN SLEEPING ROOMS 2 FEET < 4 FEET < b FEET < 8 FEET 2 1/2" #6 bll 1611 12" IV HOOD SGREH5 S 2 1/2" #8 Ib" 1611 1611 12" HOOD 50REH5 a. HI5 TABLE BASED ON 110 MPH HIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. In. FA5TENER5 SHALL BE INSTALLED AT OPPO51N6 ENDS OF THE HOOD STRUCTURAL PANEL. G. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. HHERE 5GREH5 ARE ATTACHED TO MA50NRY OR MA5ONRY/5TU000, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HAVING A MINIMUM ULTIMATE HITHORAHAL CAPACITY OF 490 POUNDS. e. HOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF l/Ib INCH (11.1 m) (ALL PANEL EDM ) (0) GVI:JIVL VVM1IYLM1 VLIl11L EXTERIOR CORNER FRAMING LAVATORIE5 5HOHER MINIMUM FIXTURE GLEARANGES rTER 20 GA. STRAP N/(8) 8d NAILS EACH SIDE )ng -Tie ��- c�nlmney Framing ROOF RAFTER / RIDOE DETAIL 3 SCALE: N.T.S. HATER CLOSETS IN TABLE 3.1 PANEL RDANNLGE NOT AT BORED HOLES SHALL NOT 13E LOCATED IN THE SAME - GRO55 SECTION OF GUT OR STUD 5/8" MIN. TO EDGE IF HOLE 15 BETHEEN 40% AND 60% DUBDANPEETANWEOLEDN6 MORT AND E551VESTUDS ARE DOUBLED0 BORED HFGM Igg5 SBG HIGH WIND EDITION HFGM Igg5 SBG H16H WIND EDITION 5EGTION 3.4.3.1.1 SECTION 3.4.1.1.1 FIGURE 3.28 NOTCHING AND BORED HOLE LIMITATIONS NOTCHINO AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING HALLS FOR EXTERIOR HALLS AND BEARING HALLS FLOOR BRAGING AT END BAYS (HFGM FIGURE 3.6b) DOUBLE TOP PLATE 2x4 CONTINUOUS LATERAL BRACE AT 6 O.G. -- 2-I0d NAILS / TRUSS OR GEILIN6 J015T HEADER STUDS W LL SNDT /�/ 6ABLE END TRUSS. i UUPPLIFT CONNECTION 15 REQUIRED pp gg AT EACH END OF HEADER AND tJAIL AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT HALL STUDS AND AT TOP AND11 BOTTOM OF GRIPPLES 5d COOLER NAILS AT 10" O.G. TYPICAL FRAMING AND UPLIFT BRACEHI HK4-IOIdENAILSEAGH GONNEGTION5 FOR OPENIN65 (5YP5UM BOARD Sid COOLER NAILS AT T' O.G.--- FACE OF FOOTING N � L NEED 15 FT. FOUNDATION GLEARANGE FROM SLOPES CVTCOI/ln /�O OC AnIa/1 LIA1 � Simpson imson Strong -Tic, PHD 16 6A6E (0.054") AND IS" HIDE METAL TI AGRO55 AND TO EACH SIDE OF THE NOTCH WITH 8-Ibd NAILS EACH SIDE TOP PLATE FRAMING TO AGGOMMODATE PIPING 2 ) GORNER BRAG I NG DETA I L 3 J SCALE: N.T.S. AA AIAII AT All 20 GAUGE S 10-8d NAILS ENDHALL STUDS— GABLE ENDHALL BRAGIN6 (HFGM FIGURE 3.60) GABLE EFEBALLOON �ORAMI N6PRRRED E D R106E TENSION STRAP U5E 8-5d COMMON NAIL5 IN EACH END OF 1-1/4" 20 GAUGE STRAP RIDGE BEAM RIDGE TENSION STRAP DETAIL (ALL PIANEEL AT ED6E5) bd NAIL AT 24" ALLED IN HFGM TABLE 3.1 8d NAIL AT 6" O.G. ON ALL FRAMIN6 MEMBERS AT PANEL E06E5 AND 12" O.G. ON ALL (b) INSIDE CORNER DETAIL FPAMIIN6 MEMBERS NOT AT EXTERIOR CORNER FRAMING T A E3 L E 8301.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHIGLE GARAGES 50 ATTIC, WITHOUT STORAGE IO ATTIC5 WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 50 STAIRS 40 GUARDRAILS AND HANDRAILS 200 (� 4-1 m \f r E N r m P S L X Jc SHEET NO i (TABLE NUMBER OF NAIL5 3.1 WFGM 4-Bd PER RAFTED HIGH 4-8d WIND GEILINC7 J015T TO PARALLEL RAFTER FACE -NAI ED EDITION) EACH LAP GEI INC J015T OVER PARTITION F GE -NAILED NAILING EAGH LAP G L R TIE TO RAFTER (FACE -NAILED) 6-8d 5GHEPULE BLOGKIWO TO RAFTER OE -NAI ED 2-8d EACH END IM BOARD TO RAFTER END -NAILED 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE -NAILED JOINT OE5GRIPTION NUMBER OF NAIL5 NAIL 5PAGIN6 RAFTER TO TOP PLATE TOE -NAILED 4-Bd PER RAFTED GEILIN6 J015T TO TOP PLATE (TOE -NAILED) 4-8d PER J015T GEILINC7 J015T TO PARALLEL RAFTER FACE -NAI ED 9-16d EACH LAP GEI INC J015T OVER PARTITION F GE -NAILED 9-Ibd EAGH LAP G L R TIE TO RAFTER (FACE -NAILED) 6-8d PER TIE BLOGKIWO TO RAFTER OE -NAI ED 2-8d EACH END IM BOARD TO RAFTER END -NAILED 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE -NAILED 2-16d (5EE NOTE 1) PER FOOT OP PLATE AT INTER5ECTION AGE -NAILED 4-16d JOINTS - EACH 51DE 5TLy TO 5TUD AGE -NAILED 2-Ibd 24' O.G. HEADER TO HEADER AGE -NAILED I(od Ib" O.G. ALON6 E06E5 TOP OR BOTTOM PLATE TO 5TUD (END -NAILED) 2-I6d 5 -Ill 4-I6d PER 2X4 STUD PER 2X(b 5TUD PER 2X8 STUD BOTTOM PLATE TO FLOOR J015T, BAND -1015T, ENDJO15T OR BLOKIN6 ('(`AGE -NAILED) I 2-I6d (5EE NOTE 1,2) PER FOOT FLOOR FRAMING J015T TO 5ILL, TOP PLATE TO GIRDER (TOE -NAILED) 4-8d PER J015T BR INC TO J015T TOE -NAILED 2-8d EACH END 6LOCKIN6 TO 51LL OR TOP PLA TOE -NAILS - 3-Ibd EACH BLM LEIPaR 5TRIP TO BEAM A E -NAILED 3-Ibd EAGH JOIST J015T ON LE06ER Tb BEAM TOE -NAILED 3-8d PER J015T BAND J015T TOJO15T (END -NAILED 3-16d PER J015T P4140 J015T TO 51U OR TOP PLATE TOE -NAI 3-Ibd PER J015T -` ROOF 5HEATIN6 5TRXTURAL PANELS Bd (5EE TABLE 3.8) DI'A60NAL BOARD 5HEATIN6 141X61 OR I"X8" " QR WIDER 2-8d 3-8d PER SUPPORT PER SUPPORT GEILIN6 5HEATIN6 GIPSUM WALLBOARD 5d GOOLER5 I" ED6E / 10" FIELD WALL 5HEATIN6 PANEL5 8d (5EE TABLE 3A) �FIREBOARD PANELS 25/32" _ - bd 8d 3" ED6E / b" FIELD 3" E06E / 6" FIELD HAL ARD 5d GOOLER5 P E06E / 10" FIELD ARD 8d (5EE TABLE 3A) PA TIG BOARD PANEL 8d (SEE TABLE 3.9) DIA60NAL BOARD 5HEATIN6 111X6" OR .>011 1"X40" OR HIDER 2-8d 3-8d PER SUPPORT PER SUPPORT FLOOR 5HEATI 57RUGTURAL PANEL5 VOR LE55 GREATER THAN P 8d lod b" EDGE / 12" FIELD b" EDGE / 6" FIELD DIA60NAL 130ARD 5HEATIN6 1%` OR I'X8" I"XIO" OR WIDER 2-Bd 3-8d PER SUPPORT PER SUPPORT I. NAIL REGUIREMENTSAREA BASED ON WALL 5HEATIN6 NAILED b" ON -CENTER AT THE PANEL EDGE . IF WALL 5HEATIN6 15 NAILED 3" ON-GENTER AT THE PANEL EDGE TO OBTAIN 1-116HER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLEQ. OR ALTERNATE CONNECTORS SUCH A5 SHEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL 5HEATIN6 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO -6d NAIL PER FOOT. (TABLE 3.2 AWFGM HIGH WIND EDITION) SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RE515TIN6 LATERAL E SHEAR LOADS ANGHOR BOLT GONNEGTIO OUNDATION BRAGING WALL PERMITER MAXIMUM ANGOR BOLT 5PAGIN6 N LU SUPPORTING EDGE NAIL 5PAGIN6 (IN) (1/2 ANGOR BOLTS) SILL PLATE TO FOUNDATION I STORY ALL 46 2 STORY 23 23 (CRAWL SPACE OR BASEMENT) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 19 (SLAB -ON -GRADE) 12 (SEE NOTE 2) 6 36 NOTE. MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY 51MP50N ,5EE DETAIL. (TABLE 3A AWFGM HIGH WIND EDITION) SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RE515TING LATERAL 8 SHEAR LOAD5 5HEATIN6 LOCATION STUD 5PAGIN6 BRAGING WALL PERMITER MAXIMUM NAIL SPACING N LU r OR PANEL SIDING FOR 8d GOMMON NAILS 5EE NOTE (INCHES O.G) 5EE NO 3 12" ANCHOR BO T5 4" PERMITED EDGE ZONE 16 E 5 4" EDSE ZONE 16 E 6 F 12 (SEE NOTE 2) INTERIOR ZONE Ib E b F I E= NAIL 5PAGIN6 AT PANEL ESDE (IW F= NAIL 5PAGIN6 AT INTERMEDIATE 5UPPORT5 IN THE PANEL FIELD (IN) 1. FOR WALL 51-IEATIN6-WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT REWIREMENT5 SHALL BE USED. 2. TABULATED 12" O.G. NAIL 5PAGIN6 ASSUMES 5HEATIN6 ATTACHED TO STUD FRAMING MEMBERS WITH 0>0.4Q. FOR FRAMIN6 MEMBERS WITH 0,42(6,0.49. THE NAIL SPACIN65 SHALL BE REDUCED TO V O.G. 3. FOR EXTERIOR PANEL SIDIN6 , GALVANIZED BOX NAIS SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL The design of this structure is based upon proaorlptive, approach using the Woad Frame Construction Manual (WFGM) published by The American Forest and Paper Association. Non-structural elements are based upon The Now York State Residential Gado -January 2003 For the Climatic and 6eogrophicol Design Criteria, see Tale R301.2(I) on cover sheet. All non an neared lumber to be Douglas FlrM or better Wind Llmitdtlons-Section R301.2.1 Design Chlterlo-5ectlon,R301.2.1.1. (See Table R301.2.1.2. for Wind -Born Debris Protection Fastening Schedule For Wood Structural Panels) Dead Load -Section R3013 Live Load -Section R301.4 Light and Ventilation -Section 8303 Minimum Room Area -section 8304 Gelling Height -Section 8305 Sanitation -Section 8306 Toilet Bath and Shower Spoce-Section 8301 6lozing-5ectlon R308 6arages and Carports -Section R309 Emorg9envy Escape and Rescue Opening -Section R510 �EXIt-Scctlon R511 Landing -Section R312 Ramps -Section 8313 5talrway-Sactlon R314 , Handal{ -Section R315 �Buards-Section R316 Smoke Alarms-Sectlon R311 Foam plastic -Section 8318 'Flame Spread and Smoke -Section 8319 Ilnsulatlon-Suction R320 (Dwelling Unit Separation -Section 8321 'Moisture Vapor Retarders-5ectlon R322 'Protection Against Do Section 8323 (Protection Against Terml-Sectlon R324 '51to Addross-5ectian 8325 �Accessibillty-Sectlan R326 'Food Resistant Gonstr'uctlon-Section R321 Foundation -Chapter 4 Design based upon preemptive load bearing values of sandy gravel and or gravel at 3000 pounds � 1 or square foot. Contractor to consult Ardtoct If different soil materials are ound upon excavation, or test hole, for alternative footing and foundation wall design. Foundotlon Notes, 1/2' Ancor Bolts (SSTB-28) See chart on this sheet for spacing 8" poured concrete foundation wall, e, 0" high, 3000 k test Minimum depth-5ectlon 403.1.4, 48' minlmum coverage to top of footing Ib"x8' poured concrete wall footings, 30000 test 2-1 3/4"x11 1/8" Mlcrolom 61yder (or 3 1/2"xll 1/8" Power Beam) 4" poured concrete floor slab with bxtxs10 mesh and vapor barrier Damp proofing at exterior foundation below grade-Sbctlon R406 30"x30"x12" deep poured concrete column footings, 3000# test Deck and porch flootings as noted, 3000# test, 48" minimum buried depth (Foundation wall to extend a minimum 8" above finished grade All footing to be carried down to undisturbed soil No footing shall be set higher than a 30 degree angle from any other footing (Pour no concrete on frozen ground or In freezing water. (Provide 3 1/2' steel lally columns. IBackfill shall not be placed against the wall until the wall has 5uffjElent [strength and has been anchored to the floor above, or has been sufficiently braced to prevent damageby the, backfill (Section R404.1.1) Floors - WFGM Prescriptive Method. Floor framing shall be nailed In accordance with Table 3.1 WFGM HIGH WIND' iEDITIOK I- IDraftstopping - Section R502.12 IFlreblocking - Section R502,13. (Floor Construction, 3/4" plywood subfloor, fasten per Table 3.1 WFGM. (Floor joists. see Foundation and Floor Plans, spacing as noted. (Fasten per Table 3.1 WFGM. 2-2xb CCA sill with termite shield and 9111 seal. (Finish floors per agreement. Hall construction - WFGM Prescriptive Method. Wallfroming ondflnlshing shall be nallod and or screwed In accordance wlth Table 3.1 WFGM Ixb Fascla, wrap Overhangs as noted. Vinyl vented soffits. Alluminum gutters and leaders.51ding: see Elevations. Tyvek housewrop. 1/2" plywood shooting, see fastening schedule, Table 3.1 Al 2x4x Studs s Ib' o.c. with 2x4 shoe and double 2x4 plate 1/2" Gypsum wall board 5/5"T Pa X 6WB In garage. 1/2" MR 6WB In wet areas ,At least one window In each sleeping room shall comply with the exit reglrements of section R310. Note drilling and notching limitations In figure R602b(U for beoring walls and (figure R 602,5(2) for non - bearing walls. (Follow exterior corner framing dotal[ figure 8602.10.5 IRoof assemblles - WFGM Prescriptive Method ,Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section R905.6) Underloyment application (Section R906.2.1) For roof slopes of two (2) units vortical In twelve (12) units horizontal (11 - percent slope), up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), underlayment shall be two (2) yors applied In the following manner. Apply A 19 -Inch (485)strip of underloyment felt layers with and ptorting at the eaves , fastened sufficiently to hold In place. Starting at the save , apply 36- Inch wide (914 mm( sheets of underlayment, overlapping successive sheets Icl Inches (463mrr), and fstened sufficiently to hold in place. (For roof slopes of four (4) units vertical In tei3e (12( units. lice Protfctlon (Section R905.2.1.10 Under4ayment In High wind (Section R905.2.1.2) (Flashing (Section 8905.2.8) Chimney and firespoces - Chapter 10 Energy EFflclency - Chapter 11, see attached report -- Mechanical - Chapter 12 5eneral Mechanical System - Chapter 13 IHealtng and coolingg eQqulpment - Chapter 14 (Exhaust Sustem - Chapter 15 (Duct System - Chapter 16 Comtwat[on Por - Chapter 11 Chimneys and Vents - Chapte� 18 (Plumbing - Part VII 1, GENERAL NO.TE5, I. All works shall be performed In accordance with all state, municipal, local zoning and building codes and ordinances having Jurisdiction and best standards of construction practice. The American Institute of Architects conditions shall apply to all work performed on this project. 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brought to the attention of the Architect prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work except for hidden job conditions. 3. Contractor shall guarantee to the Owner that all materials and equipment Incorporated In the work will be new, and that all work will be of good quality, free from faults and defects for a period of one year form the date of the final Gertfirote of Occupancy. 4. The Architect sholl not los responsible for the construction means, method, techniques, sequences or procedures, or for the safety Leautlons and programs In connection with the work, and he Lr" not be responsible Far the contractors failure to carry out ,the work In accordance with the construction documents. The Architect shall not be responsible for the acts or omisslon by the contractor No changes shall be made in the documents and/or the building as designed without the expressed written consent of the Architect. 5. The contractor and all subcontractors shall mol In continuous Insurance coverage statutory policies (Worker Compensation, etc.) and general Ilablllty In an mount not less than $ 5 million and automobile liability and damage coveroge not less than s 2 million. The Architect shall be named Insured on any and all policies. 6. Provide 0.025" aluminum termite shield over fibrous insulation at all perimeter sills. 1. All wood In contact with concrete or masonry to be Wolmanized or pressure creosoted. 6. A single station smoke detector alarm device shall be Installed In each bedroom, on all floors and shall be all Interconnected per co 9. All bathroom without operable windows to be mechanically ventilate as per New York State Code. 10. Heating to be designed to provide '70 degrees F. with outdoor dealgned air -temperature of O degrees F. and 15 MPH wind. 11. All electrical work to be In accordance to the rules and regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is to be presented to the Owner at the completion of tl 12. Plumbing Installation to comply with State and Locc and the sewage disposal system to meet Health Dope 13. Do not scale drawings. Use figure dimensions only. 14. Ali work to conform to the rules and regulations e Energy Gonversatlon Construction Code. All glazed or glazed and all exterior door to have Insulated cores I5. The Insulation protection as Indicated on these pia the Code's minlmum standards. ' Ib. These drawings and specification are Instruments c shall remain the property of the Architect whether the which they made is executed or not. They may not be on any other project except by written authorization e 11. Architect has not been retained For sltc supervisic Inspection and certifications as required or requester contractor or local building department. 7Li�I�a.T.7.y7C�7fs'�7'.sTrdd.rl�j /rd.'. USE SIMPSON STRON6-TIE CONNECTORS FOLLOW PRODUCT SELECTION 6UIDE AND INSTALLATION MANUAL FOR HIGH WIND RE-515TANT CONSTRUCTION CATAL05 G-HW02 ANCHOR BOLTS IN FOUNDATION USE: 5GT526 WITH BEARING PLATE, SEE FOUNDATION NOTES FOR 5PAGIN6 SILL PLATE TO RIM J015T U5E: LTP4 Ib" O.G. AT EXTERIOR PERIMETER AND 6ARA6E/HOU5E COMMON WALL USE (4)-8d NAILS AT EACH END 6ARA6E STUD 6ARA6E SILL PLATE USE: 55P CONNECTOR AT 16" O.G. USE (4)-8d NAILS AT EACH END RIM J015T TO STUD CONNECTION USE: MT5 12, 16" O.G. USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: M5TA 36, Ib" O.G. USE (4)-8d NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 12, EACH ROOF RAFTER USE 8 Ibd NAILS AT EACH END RAFTER TO RID6E TO RAFTER CONNECTION USE: H-7 EACH ROOF RAFTER DECK POST TO GONGRETE CONNECTION USE M544A FOR EACH P05T DECK P05T TO GIRDER CONNECTION USE: PC -44 FOR EACH P05T 61RDER TO DECK J015T CONNECTION USE: MT512 a EACH JOIST PORCH POST TO DECK USE: P5120 (AL16N WITH JOIST BELOW) PORCH P05T TO 61RDER USE: P5120 PORCH ROOF RAFTER TO 61RDER-U5E: H2.5A AT EACH ROOF RAFTER '0 FLOOR "ION STUDr TO ROOF RAFTER GONNFGTION TABLE 3.8 Z O OL U w z O N D ` V � ION WJ 5HEATIN6 LOGATION STUD 5PAGIN6 LU MAXIMUM NAIL 5PAGIN6 N LU r OR PANEL SIDING FOR 8d COMMON NAILS z (INCHES O.G) 5EE NOTE 3 1/2" ANCHOR BOLTS 4" PERMITED EDGE ZONE 16 E 5 O 6 5EE NOTE INTERIOR ZONE 16 � X 6 w I1II�I\,, Q D ` V � ION WJ 5HEATIN6 LOGATION STUD 5PAGIN6 STRUCTURAL SHEATHINO MAXIMUM NAIL 5PAGIN6 OR PANEL SIDING FOR 8d COMMON NAILS 5EE NOTE (INCHES O.G) 5EE NOTE 3 1/2" ANCHOR BOLTS 4" PERMITED EDGE ZONE 16 E 5 F 6 5EE NOTE INTERIOR ZONE 16 E 6 FNOTES GABLE ENDWALL RAKE AND RAKE TRUS'' E 4SEE NOTE 4 F 4 S NOTE 4 E= NAIL 5PAGIN6 AT PANEL EDGE (IN) F= NAIL 5PAGIN6 AT INTERMWIATE 5UPPORT5 IN 'THE PANEL FIELD (IN) I. FOR ROOF SHEATHING WITHIN 4 FEET Or THE PERIMETER W6E OF THE ROOF, INGLUDIN6 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER IEDOE ZONE ATTAGHMIENT REQUIREMENTS SHALL BE USED. .',I. 2. TABULATED 12" O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 6>0.441. FOR FRAMING MEMBERS WIITH 0.42<6<0.49 THE NAILING 5PACIN65 SHALL BE REDUCED- TO 6 INGHE5 O. G. 3. TABULATIED 6" O.G. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH a>0.49. FOR FRAMING MEMBERS WIITH 0.42<6<0.49 THE NAI1-I1,16- SPAGIN65 SHALL BE REDUCED TO 4 INCHES O. G. .r 4. TABULATED 4" O.C. NAIL SPACIN6 A55UME5 514EATHIN6 ATTACHED TO RAFTER/IRU55 FRAMING MEMBERS WITH 6>0.49, FOR PRAMIN6 MEMBERS WIITH 0.42<6<0.49 T'HE NAILIN6 SPAGIN65 SHALL BE REDUGW f`.. TO 3 INGNE5 0. G.