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HomeMy WebLinkAbout31573-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31983 THIS CERTIFIES that the building NEW DWELLING Date: 11/03/06 Location of Property: 1150 FANNING RD NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 6 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 24, 2005 pursuant to which Building Permit No. 31573-Z dated NOVEMBER 2, 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 SINGLE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE, COVERED FRONT AND REAR PORCHES,SCREEN PORCH & UPPER DECK AS APPLIED FOR. The certificate is issued to STEVEN E. LOSQUADRO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0087 10/18/06 ELECTRICAL CERTIFICATE NO. 06-5834 09/27/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 11/03/06 CHARLES SANDERS Authorized Signature LP( 4 if 0 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 9 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 crtifying 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 1. 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. A) % F U 6 New Construction: v Old or Pre-existing Building: (check one) Location of Property: l l -SL f C'n n I n CA Iii oc. A v 2 C 1'kl�n House No. Street Hamlet Owner or Owners of Property: Ar zZ f7M P S j ✓1 C Suffolk County'fax Map No 1000, Section j j Block Lot 3 3 Subdivision _ Filed Map. Lot: Permit No. .� S'-] -S Date of Permit. j - a? Qj7Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ _ j��- C v • v Applicant Sigt, ture c�93 Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow, NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.electricalinspectors.com Email: info@electricalinspeetors.com Mail To: Puccio Electric Corp. Mark Puccio 63C Clinton Street Center Moriches, NY 11934 License#: 4806E VA Certificate Number: 06-5834 Municipality: Southold, Town Of Inspector: 124 Issue Date: 9/27/2006 Property Address: Manzi Homes 1150 Fanning Road Southold, NY 11 1 A APPROVAL Permit#: 31573 Section: Block: Lot AREAS LISTED BELOW ARE APPR AND FOUND TO BE P4 COMPLIANCE WIT No visual defects were found for the electrical inspection provZ d. No herein below only. Residential Inspection/New Residence Full Basement First Floor: Bathroom, Deck, Dining Room, Fm y Room, Master Bedroom, Parch, Walk -In Closet 2 Car Attached Garage Second Floor.: Bathroom, 2 Bedrooms, Hr . Storag11R1q Attic: Storage Room 50- Duplex Receptacles, 8- GFI Rece ac s, 3- SmglAlarms, 18 -Recessed Fixtures, 22-1 cn escettt F' 200Amp Single Phase New Overlie Se icelQ ter, Rough 08/01/06 Final t TIFICATE Application#: INSPECTION AL ELECTRIC CODE ;tory conditions were found in the areas Hall, Kitchen, Laundry Room, Living Room, Master Bathroom, 6pmcles, 1- 30Amp Appliance Receptacle, 5- Smoke Detectors, 2- CO 1- Exhaust Fans 200Amp Single Phase Main Pane1130Ckts/28 Used. Not valid unless signed by an authorized Ell Agent Richard M. Bivone Philip F. Goehring I Vz President Chief Electrical Inspector SLB tip 'U4 II:UU41 BLILDINS bbl �b5 gtiW Town Holl, 53095 Mei, Road P Lon 1119 Southutc, Vew York 119-1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No Owner lol?(/L/ /7a/ll (Please print) Plumber (Please print) lead Date. F.1 Fax(o31)765-9}0: Taophon, 1631) 765 !29 : I certify that thy. solder used in the water supply system contains less than 11, 11 of 1 % (Plumbers Signature) n Swo.n to hefore me this } Carol.A. Van Dorn Notary Public State of New York No. 01 VA 6110644 QualiJted in Suffolk County Commission Expires 06/01/20 D c? Nota: ti' Public. Counn I� 1 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. 31573 Z Date NOVEMBER 2, 2005 Permission is hereby granted to: GIULIANO LOMBARDI (MANZI) 218 49 SAWYER AVE QUEENS VILLAGE,NY 11427 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE, COVERED FRONT & REAR PORCHES, SCREEN PORCH & UPPER DECK; FLOOD PMT INCL at premises located at 1150 FANNING RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0006 Lot No. 033 pursuant to application dated OCTOBER 24, 2005 and approved by the Building Inspector to expire on MAY 2, 2007. Fee $ 1,584.70 Authorized Signature ORIGINAL Rev. 5/8/02 James F. King, President Jill M. Doherty, Vice -President Peggy A. Dickerson -- Dave Bergen "` x 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 # 0165C Date October 30, 2006 THIS CERTIFIES that the single-family dwelling and sanitary system At 1150 Fanning Rd., New Suffolk , Suffolk County Tax Map # 117-6-33 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 12/22/05 pursuant to which Trustees Permit # 6279 Dated 1/18/06 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 a single-family dwelling and sanitary system The certificate is issued to STEVEN E. LOSOUADRO owner of the aforesaid property. Authorized Signature 3)S73 7 -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL``"fie [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , DATE INSPECTOR .1 3) 573 Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE g 9 �o 6 INSPECTOR �` 3 I X73 z-. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE DATE / 11 � 6 6 INSPECTOR i�73 z - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION QIMMARKQ— DATE INSPECTOR -! loe 3173 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! DATE / '/ I _ 6 INSPECTOR -/�r 3 IS 7,3 1---7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION X FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING[ [ ] FIREPLACE A CHIMNEY [ REMARKS: - ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE I - INSPECTOR Aty SOGTyo� �5�73Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/ G [ ] FINAL /[ \] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / �` dz INSPECTOR- 3 l-�- 73 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [� FRAMING/ STRAPPING [ ] FINAL [/ ]\ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �� �� INSPECTOR //� i'rI � 7�'�- /039 o�aoesouryol 1 /,5-t ZqA ✓VI ✓6 le�, /l;t -A/ 57,(FFo L t(�- N is l\ -TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 +1 1 SPECTION ;14FOU'LATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ----------------------------------- o — FOUNDATION (2ND) 'II1p m z ROUGH FRAMING & PLUMBING - � o J, y ^ r � i Gillam r INSULATION PER N. Y. STATE ENERGY CODE 41-9 n, r to _ FINAL U Ln _ ADDITIONAL COMMENTS O' 3-1-0 ►�.-.e.e�. — d - DT - wbvvw.- T �% a xm 12 x H x d — r M 00 I TOWN OF S041THOLD BUILDING, DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ! 1 , 20 05— Approved /7 , 2005- Disapproved 0C Disapproved a/c Expiration S / r} , 2007 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 73 px;_f Building Inspector Do you have or need the following, before applying? Board of Health �4 sets of Building Planning Board a: Survey Check Septic Form N.Y.S.D.E.C. Contact: Indw:�iC�e��e Cressecfti Phone: / yy— /6 39 APPLICATION FOR BUILDING PERMIT Date /0- a (� _ " 20QS` INSTRUCTIONS 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. t� ( gnature of a plicant or name, if a corporation) -'t o ikok Boa rl-�or_4„ -Post (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Yv\ A tilt f es I h C (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. '31 C{ a _ M Electricians License No. 25= 6 - Other Trade's License No. 1. Location of land on wtich proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1177 Block 6 Lot 3 Subdivision Filed Map No. _Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy eLccin-A I Cn G b. Intended use and occupancy n Nature of work (check which applicable): New Building �Addition Repair Removal Demolition Other Work 4. Estimated Cost Ab9S QC_D' 0o Fee — I Alteration (Description) (To be paid on filing this application) 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 Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front SU r 0 q Rear Sot p « Depth $6� r f Height 33 Xa Number of Stories c2 9. Size of lot: Front 10 Rear SOf Depth L/0 � side. y71 (E-sid 10. Date of Purchase 1/21 Name of Former Owner � t t,I j&+—,j /QI21 t GrAi 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-er� 13. Will lot be re -graded? YES_ZNO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises k -k of r ML nes me Address P.o Boh ?oat t P 1177t-PhoneNo. 631- 7V/- 10,79 Name of Architect �e- f r b...{ler Addressro Gov 634 rho.thon Phone No a0i - d us -0 Name of Contractorb4coon2, firm ex Inc Address P -o gbk boa R•P ilwr Phone No. &V- ?YY -10,T9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_A * 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) 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 V xIC 2 C—h Z i C§ Q (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. SwZ to before me thi day of Cf'p 6.21) 20 6:5 - Notary Public FREDERICK J. NAPOLI4ANO Notary Public. Slate of New York Rea. No. 01 N.A8089519 sd in SuL'olk Ccunty8'- Corr-m;ae)n Expires (March 24, ___ Signature of Applicant 03/02/2006 13 :o Jan 13 05.01:44p 6317440032 MANZIHOMESINC PAGE 02 p.1 _ Suffolk Environmental_ Consulting, Inc. Newrt,tin village, Sui1c F, 2322 Main Street, P:J. Box 2003. Bridgehamplon. New York 11932 2003 (631)537-5160 Fax: (631) 537-5291 Bruce Anderson,'.A.S., President Via Telecopier and Reauiar Mail February 1, 2006 James King, President Southold Town Trustees P. O, Box 1179 So,rthoid, NY 11971 Re: Losquadro Situate: Fanning Road, New Suffolk SCTM # 1000-117-6-33 Dea' W. King, I received a call from Heather Cusak of your agency who informed me of nein 3orhood complaints relating io fill being placed upon the lot referenced above_ The proposed dwelling benefits from a Building Permit issued by the Town and a Wetland Permit issues, by your Board. While not specified in the filed survey with your office, the overall project featured a raised septic system surrounded by a retaining wall. This is a septic design required by the Health Department and its purpose is to insure that the sapric leaching rings are suitable elevated aboee groundwater. In any event, I have been assured by Manzi Homes that no fill will be brought to the site until the Trustees grant the appropriate authorization to do so- t have also requested that the surveyor provide an amendment the survey to make dear any issues relating to proposed grading and a fill calculation. The surrey will be filed with your office as a permit amendment. This should resolve anv c )nems the Town and neighbor`roo may have regarding this project. MAR 2 Cc. J. Guidon, Manzi Homes, via fax Sjncerely, Bruce A. Anderson ,I ,.J'WTH T. TERRY TOWN CLERK I�EGIS'FnAR OF VITd, SrATSIICS MARRIAGE OFFICIT RECORDS MANAGEMENT OFFICEII FREEDOM OF INFOnM01F10N OFFICEn OFFICE OF TFIE TOWN CLER TOWN OF SOUTHOLD 3 S"13 Tm.n 11;111 . WS Aiurr P o. nn.t 117(1 Suulhnkl. Nccc- York Fac 0 1(11 265.1Q� Tdcphunc t?I(,1 )(,5. THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)), and ;'Certificate of Compliance r Develc,pment in Special Flood Hazard Area (C/C(93)).� U� Judith T. Terry Southold Town Clerk August 25, 1993 r� L ;, OFFICE OF TFIE TOWN CLER TOWN OF SOUTHOLD 3 S"13 Tm.n 11;111 . WS Aiurr P o. nn.t 117(1 Suulhnkl. Nccc- York Fac 0 1(11 265.1Q� Tdcphunc t?I(,1 )(,5. THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)), and ;'Certificate of Compliance r Develc,pment in Special Flood Hazard Area (C/C(93)).� U� Judith T. Terry Southold Town Clerk August 25, 1993 APPLICATION p PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be titled out in duplicate. SECTION 1' GENERAL PROVISIONS (APPLICANT to road and sin) - 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re -issued. 4. Development shall not be used or occupied until a Certifcate, of Compliance is issued. 5. The permit will expire U no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, State and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICP NIT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNONVLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNA APPLICAL11 h L1 AAfrS A�.'L r BUILDER ENGINEER l:• 91 • y• Per I 6 t15 HX -A- Ac DATE 6 To avoid delay in processing the application, please provide caouA information to easily identify the project location- Provide the sweet address, lot number or Icgal desaiption (attach) and, outside urban areas, the distance to clic nca w intusecling road or well-Loown Landmark A sketch attached to this application Showing the project location would be hclphiL F D N 9 3 ) DESCRIPTION OF WORK (Cheek all applicable boxes) APPLICATION y PAGE 2 OF G VTTY STRUCTURE TYTF LYNew Structure Cl Reside❑hal (1-4 Family) ❑ Additioo O Residential (More than 4 Family) ❑ Alteration O Noo-residemial (Floodproofmg? O Yes) ❑ Relocation O Combined Use (Residential & Commcraal) Cl Demoutioo P 0 Manufactured (Mobile) Home (In Manu - 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) - 0 Watercourse Alteration (Including Dredging and Chan❑cl Modifications) O Drainage Improvements (Including Culvert Work) _ ❑ Roar, Street or Bridge Construction O Subdivision (New or Expansion) 0 I.Plimdual Water or Sewer System 0 Other (Please Specify) Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for resdew_ SECTION ): FLOODPLAIN DETERMINATION (To be completed by LOCAL ADNLINISTRATOR) The proposed dcvclopmcnt is located an FLR-M Paocl No. Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Area (Notify the appucam that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). L'Ks locztcd in a Special Flood Hazard Arca. FIRM zone designation is ke—z 100 -Year Rood elevation at We silt is: Ft. H( -,VD (MSL) 0 Fioavailablc The proposed dcvclopmcnt is lo"Icd in a Roodway. FBFM Paocl No. Uatcd OSc .cion for di anal insirnciions �slG DATE _ _'// 914S APPLICATION # PAGE ] OF 4 SECTION 4ADDITIONAL INFORMATION REOUIREDLbc comnlctcd by LO CAL ADMINIS`C'RATORI The aoobcant must submit the documents checked below before the application can be processed: O A silt plan showing Ibc location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans, drawn to scale, and specificatipns, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basemeo), types of water resistant materials used below the first floor, details of floodproofung of utilities located below the first floor and details of enclosures below the fust floor. O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 1.00 -year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations - 0 Top of new fill elevation Ft. NGVD (MSL). Cl Floodproofmg protection level (cion-residcutid only) Ft. NGVD (MSL). For floodproofed structure, 1ppGwnGca t must attach ccrlition from registered engineer or archilea. - / ' i ❑Certification from a"registered engineer that the proposed adivit� in a regulatory Iloodway will nor result in airy increase in the height of the 100 -year flood. A copy of all data and calotlatiom supporting this funding must also be submitted. O Othu ,SECTION 5• PERMIT DETERMINATION fTo be completed by LOLAL ADMINfSTRATORI I have determined that the proposed activity. A Cl Is B. Cl Is not in mnforrnance with provisions of Local Law W—, 19 The permit it issued subject to the conditions attached to and made part of this perm il. SIGNED DATE f( BQ.X A is Checked, the Local Administrator may sue a Devclopmeot Permit upon payuieut of designated fcc. If BOX B is checked, the Local Administrator will provide a •+Ricco summary of deficiencies. Apphi nt may revise and resubmit an application to the local Administrator or may request a hearing from the Board of Appeals APPLICATION a PAGE a OF G APPEAIS: Appealed to Board of Appcals? ❑ Ycn ❑ No Hearing dale: Appeals B aid Decision— = Approvcd?—B YzsEl Pete Condit SECTION 6 AS UUfLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Cnm Dhance is issued The following information must be provided for project structures. This section mast be completed by a registered professional engineer or a liccosed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As -Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). L AUual (As -Built) Elevation of floodproofmg protcctioa is FT. NGVD (MSL). i NOT' : Any work performed prior to submittal�of the above information is at Ibe risk,6f the ApplII-I ES CTION 7� COMPLIANCE ACTION CFo be comylcted v L Col, AISRAT DMINTOR) The LOCAL ADMINISTRATOR will complete Ibis section as applicable based oo iospeaioo of the project to ensure comphance with the commum(ys local law for flood damage preveutioa- INSPECTIONS: DATE BY DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES Cl NO SECTION 8 CERTIFICATE OF COMPLIANCECYo be comnlctcd by LOCAL ADhIfNiSTRATORI Certificate of Compliance issued: DA BY: CERTIFIED LAND ABSTRACT INC. 228 East Main Street, Patchogue, NY 11772 Telephone: 631-475-0575 Fax: 631-475-3145 VARIANCE SEARCH COUNTY OF SUFFOLK) ) ss.: STATE OF NEW YORK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is the Operations Manager of CERTIFIED LAND ABSTRACT INC. Certified Land Abstract, Inc. is a duly authorized agent of Fidelity National Title Insurance Company of New York. That under his direction, title was examined to the parcels of land described in the annexed Schedule and labeled parcels: A, B, C, D & E. That said examination, dated May 2, 2005, discloses a chain of title to determine if any contiguous property was owned by an owner of the property involved since the date of any previously applicable Zoning Ordinance as of April 23, 1957. And, that this affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Town of Brookhaven will rely upon the truth thereof. Sworn to before me, this day of May, 2005... Tho r' ubltc JAYNE SALVATOPE Notary Public, State of New York Qualified in Suffolk County No. 52.-4686285 Commission Expires June 30,'��7 D E S C R I P T I O N S PARCEL "A" 1000-117.00-06.00-033.000 (SUBJECT PROPERTY) ALL that certain plot, piece or parcel of land, situate, lying and being at New Suffolk, Town of Southold, County of Suffolk and State of New York, more particularly bounded and described as follows: BEGINNING at a point on the southerly side of Fanning Road distant 140.00 feet westerly as measured along the southerly side of Fanning Road, from the corner formed by the intersection of the southerly side of Fanning Road with the westerly side of New Suffolk Lane; RUNNING THENCE south 5 degrees 51 minutes 10 minutes west along land of Krukoski, 146.11 to land of M.D. Kelly; THENCE north 84 degrees 08 minutes 50 seconds west along said last mentioned land 137.00 feet to land of Ruckel; THENCE north 5 degrees 51 minutes 10 seconds east along last mentioned land 146.11 feet to the southerly side of Fanning Road; THENCE south 84 degrees 08 minutes 50 seconds east along the southerly side of Fanning Road 137.00 feet to the point or place of BEGINNING. ALSO known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 117.00 BLK:06.00 LOT: 033.000 PARCEL `B" (ADJOINING NORTH) Fanning Road PARCEL "C" (ADJOINING EAST) 1000 — 117.00 — 06.00 — 006.000 PARCEL "D" (ADJOINING WEST) 1000 — 117.00 — 06.00 — 034.000 PARCEL "E" (ADJOINING SOUTH) 1000-117.00-06.00-007.001 GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of CERTIFIED LAND ABSTRACT INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Suffolk County Clerk's Office. Sworn to before me this day May, 2005. CERTIFIED LAND ABSTRACT INC. i GEORGE SANDBERG- --- Operations Manager Notary' Public, State of NesN York Qualified in Suffolk County No. 52-4686286 � � CHAIN OF TITLE FOR PARCEL "A" 1000-117.00-06.00-033.000 CHAR-LESKRUKOSKI TO SOPHIE KRUKOSKI, Wife of CHARLES KRUKOSKI CHARLES KRUKOSKI, Executor of the Estate of SOPHIE KRUKOSKI TO GIULIANO LOMBARDI & MAURA LOMBARDI, His wife STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) Liber: 1702 P 383 Dated: 3/4/33 Rec'd: 3/4/33 Liber: 7349 P 22 Dated: 2/13/73 Rec'd: 2/23/73 LAST DEED OF RECORD GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. GEORGE Sworn to before me this CJ T hof May, 2005. JAYNE SALVATORE Notary Public, State of New York Qualified m Suffolk County No. :s2-4686285, Commission=xpires June 30, LAND ABSTRACT INC. / Manager CHAIN OF TITLE FOR PARCEL `B" FANNING ROAD — DEDICATED STREET — TOWN OF SOUTHOLD STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. GEORGESANDBERG, Operations Manager Sworn to before me this day of May, 2005. I,d�y�P bhc�, JAYNE SAWATORE Notary Pubiic, State of New York Rualified in Suffolk County No. 52-4686286 Commission Expires June 30, �7 CHAIN OF TITLE FOR PARCEL "C" 1000 — 117.00 — 06.00 — 006.000 CHARLES KRUKOSKI Liber: 1702 P 383 TO Dated: 3/4/33 SOPHIE KRUKOSKI, Wife of CHARLES Rec'd: 3/4/33 KRUKOSKI CHARLES KRUKOSKI Liber: 7432 P 189 TO Dated: 6/27/73 THOMAS E. CHRISTIANSON & BEVERLY Rec'd: 7/2/73 CHRISTIANSON. His wife (PREMISES CONVEYED TO CHARLES KRUKOSKI BY THE LAST WILL AND TESTAMENT OF SOPHIE KRUKOSKI, DECEASED.) LAST DEED OF RECORD STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABST7CT INC. GEORGE SANDBERG, Operations Manager Sworn to before me this C' qday of May , 2005. ,No ary P�blic Z JAYNE SAINATORE Notary Public. S!'Ole Of New York oualliied in S�ii`olk County No. 52-4686286 ✓��, Comm'sssion Expire -June 30,K//L• CFIAIN OF TITLE FOR PARCEL "D" 1000 —117.00 — 06.00 — 034.000 CHARLES KRUKOSKI Liber: 1702 P 383 TO Dated: 3/4/33 SOPHIE KRUKOSKI, Wife of CHARLES Rec'd: 3/4/33 KRUKOSKI SOPHIE KRUKOSKI Liber: 7111 P247 TO Dated: 2/18/72 FRANK RUCKEL & MARGARET RUCKEL, His wife Rec'd: 2/23/72 FRANK RUCKEL, Executor under the Will of Liber: 7746 P 147 MARGARET RUCKEL Dated: 11/4/74 TO Rec'd: 11/7/74 FRANK RUCKEL FRANK R. RUCKEL, Executor under the Will of Liber: 12312 P 75 FRANK G. RUCKEL Dated: 8/23/03 TO Rec'd: 4/7/04 FRANK R. RUCKEL, 50% as tenants in common JOHN RUCKEL, 50% as tenants in common LAST DEED OF RECORD STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. l � GEORGE SANDBERG, Operations Manager Sworn to before me this �/ ay of May, 2005. Ngtar�bli - �t',. JAfNE S4 LVATOP.E Notary Public, °rete= of New York Qualified in Suifiyl� County No. 62-4-al'286 Commission EXpira> June 30,1�, T CHAIN OF TITLE FOR PARCEL "E" 1000 — 117.00 — 06.00 — 007.001 CHARLES A. BROWER & LAURA BROWER, His Liber: 1185 P 83 wife Dated: 4/5/26 TO Rec'd: 4/5/26 GEORGE F. GRATHWOHL GEORGE F. GRATHWOHL & ELSIE M. GRATHWOHL, Liber: 5147 P 334 His wife Dated: 3/31/62 TO Rec'd: 4/4/62 MORTIMER DE MOTT KELLY DAVID MC LAIN CARR, devisee as to Will of Liber: / P 242 Dated: 6/28/828/8 MORTIMER DE MOTT KELLY 8 TO Ree'd: 7/12/88 THOMAS C. SAMUELS & NANCY L. STEELMAN, His wife I W-%1901411061911 x1rel fTi] STATE OF NEW YORK) )SS COUNTY OF SUFFOLK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 228 East Main Street, Patchogue, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. GEORGE SANDBERG, Operations Manager Sworn to before me this G� cPa�of May, 2005. _�,_G�i.�[' , rye tbltc JAY?iE SA VATORE Notary P+.)biic, fit -»e of New York Qualified in Suffolk County No. 52-4584,286 Commission Expires June 30, s 11/04/2005 13;54 6317278033 BUTLER THOMAS Permit Number PAGE 02 RESr'.e_.:k Compliance Certificate Checked By/Date New Yore. State Energy Conservation Construction Code RESchack SoP.ware Version 3.6 Release 2 Data filename: G%Vfttler Engineering Files\Jobs\Mana\2005_Jobs\050099 - Figari - New Sulblk\msrheckmodify.rck PROJECT TITLE: FIGARI RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOVi 1 WALL RATIO: 0.11 DATE: ;.1/01/65 DATE OF PLANS: October 05, 2005 PROJECT DESCRIPTION: PROPOSED P.dSIDENCE COMPLIANCE: Passes Maximum UA — 526 Your Home UA - 397 24.5% Better Than Code (UA) Gross Glazing Arra or Cavity Cont. or Door Perimeter R -Value R.Value IL -Factor DA Cdling is Fl.0 Ceiling or Scissor Truss 1812 30.0 0.0 63 Wall 1: Wood Frame, 16" o.c 1818 19.0 0.0 90 Window 1: Vinyl Frame, Double Pane with Low -E 202 0.340 69 Door 1: Solid 108 0.220 24 Wall 2: Wood Frames 16" o.c. 904 19.0 0.0 46 Window 2: Wood Frame:Double Pane 108 0.340 37 Door 2: Solid 36 0.220 8 Floor 1: All -Wood Joist/Tniss, over Unconditioned Spam 1812 30.0 0.0 60 Boiler 1: Other (Except Gas -Fired Stcamj 85 AFUE COMPLIANCE STATEMENT: T ed building represented in this document is consistent with the building plans, specifications, and other calcul �Aj* this permit application. The proposed systems have been designed to meet the New Ycrk State Energy it, cod . requirements. Whin a Registered Design Proissional has stamped and signed this page, they P that t fhis/hcr knowledge, belief, and professional judgment, such plans or specifications are in com trI rW1 Auilder/Desiems _ x-11 Date 11/04/2005 13:54 6317278033 BUTLER THOMAS PAGE 03 RFScheck Inspection Checklist New York State Energy Conservation Coxistraction Code REScherk Sofrware Version 3.6 Release 2 DATE: 11/03105 PROJECT TITLE: FTGART RESIDENCE Ceilings: i. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade walla: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: 2, Wall 2: wood Frame, 16" ox-, R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame, Double Pane with Lav -E, U -Actor: 0.340 For windows without labeled U-faaors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yrs [ ] No Comments: 2. Window 2: Wood Frame:Double Pane, U-bctor. 0.340 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ . ] No Comments: Barna: 1. Door 1: Solid, U -boor: 0.220 Comments: 2. Door 2: Solid, U-faaor. 0.220 .. Comments: — kions: Floor 1: All -Wood Joist/Truss, over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: L Boiler 1: Other (Except Gas -Fired Steam), 95 AFUE or higher Make and Model Number Air Lealltage: Jeints, penetrations, and all other such upennngs in the building envelope that are sources ofair leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) irnstalled inside an appropriate air -tight assembly with a 0.5" cleusneo tom combustible materiAs. 1: non -TC rated, the Hxture must be installed with a 3" clearance from insolation. Vapor Retards: 11/04/2005 1'3:54 6317278033 BUTLER THOMAS PAGE 04 Required on the warm -in -winter side ofall non -vented iatned ceilings, walls, and foots Materials Identification: Matuials and equipment must be installed in accordance with the manufactures installation instructions. Materials and equipment must be identified so that compliance can be determined. Matmfactunz manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glaring U -factors, and heating equipment effidency must be clearly, marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditional attics or outside the building must be insulated to R -g. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. L 1 Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R- [ J Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duet Construction: [ ] I All joints, seems, and connections must be securely fastcard with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL. ISIAorUL1g1B. Ereeption: Continuously welded and locking -type longitudinal joints and seems on ducts operating at Iris than 2 in. w.g. (500 Pa). [ 1 The HVAC system must provide a means fir balancing air and water systems. Temperature Controls: Each t;welling unit has at lesai one thermostat capable ofautomaticelly adjusting the space temperature act point of the largest zone. Electric Systems: Separate eleanc meters ate required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fisting non-combustible fireplace doors. Fireplaces must be provided witb a source of combustion air, as required by the Fireplace construction provisions oftbe Building Code oJNe , York Slate, the Residential Code of New York Slate or the New York City Building Code, as applicable. Service Water Heating: Water heatets with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. Insulate circulating hot eater pipes to the levels in Table I. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an oa/offbeater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time dock. Heating and Cooling Piping insulation: HVAC piping conveying fuids above 105 OF or chilled fuids below 55 `F must be insulated to the levels in Table 2. 11/04/2005 13:54 6317278033 BUTLER THOMAS Table 1: Minimum Insulation Thickness for Cfrcu/atGtg Hot Water Pipes. i 1 Y Tli knecc 'n Inches hV Pine Cite Heated Water Non-CirculatingRnr o is rirculatine Mains and Runoutc_ Teinnetan+re; I Fl Un to I" Un to 1 25" 1 5" to 2.0" Over. 2" 170-190 0.5 1.0 1.5 2.0 140.169 0.5 -0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Tabk2r Minimum Insulation ThieknessfvFHVACPipd. Types Fluid Temp. Rance ( Fl Tnguligion 2„ Runnnts Thigmess in 1" and Less Inches ny 1.25" to We}tzes 2+' 2 j" to 4„ Etyma System Heating Systems Low, FressurefTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Stearn Condensate (k)r feed water) Ann 1.0 1.0 1.5 2.0 Cooling. Systems Chilled Water, Rcfngcrant, 40-55 0.5 0.5 0.75 1.0 and Brinc Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) PAGE 05 BUILDER'S JOB NO. -#� 3/57 7 � Cit P TOTAL PLOT AREA: 20,017.1 t S.F. PROPOSED FIRST FLOOR AREA: PROPOSED SECOND FLOOR AREA: N/F KOSTAKIS PROPOSED BASEMENT AREA: PROPOSED GARAGE AREA: ELEVATIONS SHOWN HEREON REFER TO N.G.V.D FANNING ■ MONUMENT • STAKE N/F BDGOVC ^\ c I _PaE La-] 1 l' Po UPA s RIGHT NE WAY) (CHARLES ROAD �T (CHARLES LANE) 6 (FISHER ROAD) ^rya 0sA 69 hA0 N84.08'50"W 137.00' CM MD 5/ S 3 a 49.9 1"-- --1 N/F RUCKEL CONCRER FWNDATON TOP FWNDATIUON ELV.BJ 499' N/F MEISEL ---------------------------- A ______9_.___A USING 8•WATR MAIN EDU V PAVEMENT I� N/F CHRISTIANSON Cu FND qpE q,p S84.08'50"E 137.00' A ` cH�.ou UkvE • ' N/F SAMUELS RESIDENCE PUBLIC WATER SUFFOLK COUNTY TAX MAP DIST:1000 SECT:117 BLK:06 LOT:33 MAP NO: DATE: LOT(S) BLOCK MAP OF DESCRIBED PROPERTY LOCATION: NEW SUFFOLK TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SURVEYED: MAY 4, 2005 CERTIFIED TO: MANZI HOMES INC SCALE:1 •'= 40' FILE NO: 05-266 BURTON BEHRENDT SMITH PC ENGINEERS ARCHITECTS SURVEYORS 244 EAST MAIN ST, PATCHOGUE, N.Y. 11772 (631) 475-0349 FAX 475-0361 TITLE NO. k DATE ITEM 1. $ GENERAL REVISIONS --��-��APPROXIMATE LINE OF PHRAGMITES ADD PHRAGMITES AS PER SUFFOLK ENVIRONMENTAL CONSULTING, INC. N/F CHRISTIANSON Cu FND qpE q,p S84.08'50"E 137.00' A ` cH�.ou UkvE • ' N/F SAMUELS RESIDENCE PUBLIC WATER SUFFOLK COUNTY TAX MAP DIST:1000 SECT:117 BLK:06 LOT:33 MAP NO: DATE: LOT(S) BLOCK MAP OF DESCRIBED PROPERTY LOCATION: NEW SUFFOLK TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SURVEYED: MAY 4, 2005 CERTIFIED TO: MANZI HOMES INC SCALE:1 •'= 40' FILE NO: 05-266 BURTON BEHRENDT SMITH PC ENGINEERS ARCHITECTS SURVEYORS 244 EAST MAIN ST, PATCHOGUE, N.Y. 11772 (631) 475-0349 FAX 475-0361 TITLE NO. k DATE ITEM 1. $ GENERAL REVISIONS a 12/12/05 ADD PHRAGMITES a 3/1/06 GENERAL REVISIONS 4. 3/17/06 GENERAL REVISIONS Y 4/12/06 FOUNDATION LOCATION J O 4 Ls yxj w� Vl 3 REV. NO. DATE ITEM 1. 6/13/05 GENERAL REVISIONS 2. 12/12/05 ADD PHRAGMITES 3. 3/1/06 GENERAL REVISIONS 4. 3/17/06 GENERAL REVISIONS 5 4/12/06 FOUNDATION LOCATION 26 v a 7m -� NOTE: i THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE AE, HAVING A BASE FLOOC X ELEVATION OF 8.0', AS PER F.LR.M. 3610300501 G. DATED MAP REVISED: ` ( Gv-Kms, MAY 4, 1998.'�'� N) (ANO THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 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 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 SUBSEWENT OWNERS. BUILDERS JOB NO. PROPERTY ZONED: TOTAL PLOT AREA: 20,017.1 f S.F. N/F KOFIAK15 ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. SEPTIC TANK A = 327 B = 25.8' CESSPOOL `1' A = 41.5 B = 13' CESSPOOL '2' A = 45.5' B = 18.7' CESSPOOL '3' A= 46.5' B = 14.3' CESSPOOL •f A = 50.5' B = 11.5' CESSPOOL '5 A = 53.7' B = 19' N/F RUCKEL P N Ili O N N/F BOGONC N/F MEISCL _POLE Ut-2 �Esa POLL UFA EDf{ OF PAKNCNI T___________________________•______________.______ ________ OMDE RIGHT FANNING o(CHARLSLANE WAY) (ROAD n6nxDewA RNAna (CHARLES LANE) 3 w o CP'5' OFT Cc'3' OF.,CPT ST 4N jt HENC URAIN I � Is o ON I /��\ `APPROXIMATE LINE OF PP, ULS s I < � AS PER SUFFOLK EN VIROIJMENTAL CONSULTING, ONSCONSULIIN G, INC. GARAGC 7.6' n I r _ Il bry O REV. T1 ITEM 2 STORY FRANE RESIDENCE F.RELV10.54 NO. G FLEA8I 13.4' 1. ^� 236' mt3. a' COVWCX DECK - GENERAL REVISIONS STEPS STEPS W O f CCCRR\NG N ADD PHRAGMITES \!l O 3. Z �/ a CM MD PIPE MD S84°08'50"E 137.00' E MONUMENT RIKLm_ 0 STAKE N/FSAMUELS SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 117 BLK:06 MAP NO: DATE- LOT(S) BLOCK MAP OF DESCRIBED PROPERTY LOCATION: NEW SUFFOLK TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SURVEYED: MAY 4, 2005 CERTIFIED TO: MANZI HOMES INC SCALE:1 "= 40' LOT:33 FILE NO: 05-266 Wallace T. Bryan Licensed Land Surveyor 559 Middle Road Bayport, New York 11705 (631) 472-1770 Fax 868-3489 TITLE NO. NOTE: /I IJQ THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE AE, HAVING A BASE FLOOD �f ELEVATION OF 8.0', AS PER F.I.R.M. 36103CO501 G. DATED MAP REVISED: MAY 4, 1998. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE W,TH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY'S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV.'. COPIES OF THISiISURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFIPIAL OF ('� THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATI _ SHALE'S!',. ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO T PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LCN DING IN AITU TION L D HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICA110NS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSE OWNERS. REV. DATE ITEM NO. 1. 6/13/05 GENERAL REVISIONS ` 2. 12/12/05 ADD PHRAGMITES 3. 3/— 1 GENERAL REVISIONS 4. 3/17/06 GENERAL REVISIONS 5 4/12/06 FOUNDATION LOCATION 6 8/30/06 FINAL SURVEY 8 9/12/06 ADD STEPS � D b £ p J O 4 1/t O O � Z NOTE: /I IJQ THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE AE, HAVING A BASE FLOOD �f ELEVATION OF 8.0', AS PER F.I.R.M. 36103CO501 G. DATED MAP REVISED: MAY 4, 1998. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE W,TH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY'S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV.'. COPIES OF THISiISURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFIPIAL OF ('� THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATI _ SHALE'S!',. ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO T PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LCN DING IN AITU TION L D HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICA110NS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSE OWNERS. DARK BROHN 2.0' SILTY LOAM i bkOVAi SILTY WATER ELV. 2.3 WATER IN Br BROW SILT ML HATER IN 1.0' 6REY1514 5ROWN WATER IN BROWN RINE TO COAPaM SAND WITH 6.01 5-10% GRAVEL %4 TEST BORING DU6 BY: MCDONALD 6E05GIENCE 5/5105 XSE CREEK STREET TYPICAL PA -0T L.AYQUT 51 TE PLAN BASED ON OR161NAL SURVEY BY: BURTON, BEHIaMT, t SMITH, P.G. 244 EAST MATH STREET - PATOOOW, NY IM2 TEL, (W) 41'.5,-0949 FAN, WU 415-0961 DATA, 5/4105 I f�>YS'�3y1 W j, �YM1 �3 til a x a JEFFREY T. EU7lER, PE ' z$ O r °oo o cn -j LL oqj 0 qjL0S U- 0 z z m Q 5 84.06'50" E 1j 131.00' r S.G.D.H.S. REP A10.: RIO-05-00�� POE . - SITE PLAN NOTE: swsLE FAMILY RI SY IDEwe THI5 PROPERTY 15 LOCATED WITHIN FLOOD ZONE AE, HAVIN6 A omo Ir ,wA w BASE FLOOD ELEVATION OF 8.0', AS PER F.I.R.M. 36105CA501 6. 0 0 0 20 4o eo av oo DATED MAP REVISED: MAY 4, IQ98. 69APH16 56ALE 1" = 20'_0" -.__ of I - IMF ��1ou x �k yi �!f }ViAA I f�>YS'�3y1 W j, �YM1 �3 til a x a JEFFREY T. EU7lER, PE ' z$ O r °oo o cn -j LL oqj 0 qjL0S U- 0 z z m Q 5 84.06'50" E 1j 131.00' r S.G.D.H.S. REP A10.: RIO-05-00�� POE . - SITE PLAN NOTE: swsLE FAMILY RI SY IDEwe THI5 PROPERTY 15 LOCATED WITHIN FLOOD ZONE AE, HAVIN6 A omo Ir ,wA w BASE FLOOD ELEVATION OF 8.0', AS PER F.I.R.M. 36105CA501 6. 0 0 0 20 4o eo av oo DATED MAP REVISED: MAY 4, IQ98. 69APH16 56ALE 1" = 20'_0" -.__ of I - I plw6lCxN C1QI?21A: NOTE, THfSBE E1RAW4N¢S ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). 6SNOWJD WI Np ' OWN _ &oJMOT TO OAMAGE FROM WINTER . DEBfC¢N ICS SHIELD UNDERLAYMENT FLOOD LIVE DEAD RObF UPLIFT LOAD WALL SHEATHING USE/ OCCUPANCY HEIGHT FRE AREA Ty" .OF bionD D'P0 ,W F�O$ LCA Ig &*4) CA?AIYORT CA'VAac*y WEATEIKIQING 'PEPTH IMMIlk AK TEMP FW-WRED � 14AZARD8 LOAD LOAD SUCTION LOAD CLASSIFICATION CON6TRUCTWN' .1= TO 11 TB PROM 1"s PERIMIT"R EDGE ZONE • 31.7 pM EDGE ZONE • 731 pFF' R-3 33'b" FIRBT FLOOR • Isla San,' 48 W .170 D -. .-. 'C- 0¢YERE so� f0 HEAVY MODERATE HOD F"em MA" �� INTERIOR ZONE • 70.6 pa INTERIOR ZONE • 74.6 Frt OECOND FLOOR • 083 baFT. FRONT ELEVATION . ATIN+. OPENING PROTECTION BY BEE DETAIL BHI�T iOIR RICHT SIDE ELEVATION CERTr^ -'^" ^)F NAILING & CONI : I IONS FRO NOT PROCFFD REQUIREU. �c �".. _ —Llv-,/I- SG i v( �n „v/v�pW.. IA ALLCONSTRUCTInNSHALL (o2 MEEI THS =� , LCL, 1(� -, OF THE:' CODES Cir iicvv IvnlISTATE. bliMilffERSCERTIFICAii' REQUIRED D APPROVED AS NOTED ED �, DATE: /11415- B.P, # 315- &W /5BTm FLASH, TYP r ^ . /+ NOTIFY BUILDING D ARPE TMENT 7651802 SAM TO 4 P FOR THI F PLO WING SPECT "MS: F� ifDATI,A +EQU'RED, "R "OU EDD ) i,rETE — 2 ROUGE FF .VING & PLMBING 3. INSULATION 4. FINAL COI 'T; I LlUll MUST BE COMPLEE tuts C,O. ALL CONSTRUCTION SHALL MEET L�wa—WYINYLL CEDAR IMPRESSIONS. rrP. _ REQUIREMENTS OF THE CODES OF I YORK STATE, NOT RESPONSIBLE I DESIGN OR CONSTRUCTION ERRC LEFT SIDE ELEVATION COMPLY TH CHXPTER '46' F OOJ0'D MIAGE PREVENTION SOUTHOLD TOWN CODE: RETAIN STORM WATER RL 7a — --m�T — RICHT SIDE ELEVATION CERTr^ -'^" ^)F NAILING & CONI : I IONS FRO NOT PROCFFD REQUIREU. �c �".. _ —Llv-,/I- SG i v( �n „v/v�pW.. IA ALLCONSTRUCTInNSHALL (o2 MEEI THS =� , LCL, 1(� -, OF THE:' CODES Cir iicvv IvnlISTATE. bliMilffERSCERTIFICAii' REQUIRED D APPROVED AS NOTED ED �, DATE: /11415- B.P, # 315- &W /5BTm FLASH, TYP r ^ . /+ NOTIFY BUILDING D ARPE TMENT 7651802 SAM TO 4 P FOR THI F PLO WING SPECT "MS: F� ifDATI,A +EQU'RED, "R "OU EDD ) i,rETE — 2 ROUGE FF .VING & PLMBING 3. INSULATION 4. FINAL COI 'T; I LlUll MUST BE COMPLEE tuts C,O. ALL CONSTRUCTION SHALL MEET L�wa—WYINYLL CEDAR IMPRESSIONS. rrP. _ REQUIREMENTS OF THE CODES OF I YORK STATE, NOT RESPONSIBLE I DESIGN OR CONSTRUCTION ERRC LEFT SIDE ELEVATION COMPLY TH CHXPTER '46' F OOJ0'D MIAGE PREVENTION SOUTHOLD TOWN CODE: RETAIN STORM WATER RL ' •... . i �.F F`�q Y�. nM1u :TO'HI" ' SEE DETAIL OHM POR HIGH WIND CONNECTION R&r1111Re4E4i6 23'4" - IS° PIA k MIN AS' PJW i TO UNDISTUIll SOIL 1 PROVIDE ANCHOR DOLT6 AT EACH CORNER P.C. PER WNFI faK CC4 ' 61MPSON PHD6 fTYPICAf✓ •SEE DETAIL 61• 76 P MT TO DECIG OOiDBt PROVIDE 6h' ANGIIOR 6OLT6 K' Oz. MAx. ANCHOR PER DETAIL i WITHIN I' OF EACH SPLICE IN 6W. PLATESWEET. i'TP. i SEE DETAIL SHEET FOR MSTAJATWN 6'4" 6'4" 6141" 6•-11" 5140" 5'-101, ; 5' S" 5.411 I 1 Irl ------------- '4 _ I ♦���_.�. 1 Y� � -�7 1 i�+ -y k lid 6" THICK x Iii WWI ;4 y 0 .i o;° P.C. WALL ON UL' x S" ; ' ; @ ` POURED CONCRETE I, � E 7x10 OCA sib o;i .. - ; f1O ecA .6 .•! r LF. �-I''� FOOT'". TTP, r ro LEDGER 1 I 1 ' AB PER NYS BUILDING CODE O TO I `. LmaM a �T I _ __ _ '0y7' L.n� To eox eEAn -___-__ 6Y r, O Y ,T_________ _ _ ___ _________ 71______ 8X] _ ___rI I Si OF PENT PER 150 SG1,FT. .. D,µ�„�h_____Effi1QY9NT- __ -------_ �= OF CRAWL SPACE. _ v I _ a�'e •- n n. a . < D • . ' a — — -_ .... YkTIT REQUIRED •1459 6d.FT. !160.9.93 BQ.FT•_-_ -----_____________ _ ______________________________ _ ----- i VENT PROVIDED • 12 x 0.59 SQ•FT- • 10.68 S(i-FT. VENT § - }� I 'It 1 j 11._6. 13'4*1 22,-6" a' .1 ___ _I i --------------------• I ,♦ a I 4 b W OCA y ° I • i `yl i -p �.4 .-: _^ • ^' i . 1 __EX14YT_______ _ __• 1 FII ;o 1 - '1 n I " �• �4 __-_r_- ___ -- __.__ ----------- --1 ' e I f 16 Pc. ' '- ye I I Iry 1 1 . MLA6TER TTP. '1 II'II ; IIHI _ r a i T-3"6'-10" 6'-l0" 5: Y01 6'-t0" T-3" e . 1 1 ._a • 12 ly,.' II-I,�"x 0•'"� $-,IM"xl el FII-'R1'x ON" ti 1 7- x _� _ �_7-P1" �II ^ 1_ 7-li"1 IM" i 1 7-IM'x 106" _ (� -� , .4J ip I 1 LVL 4M� LVL. LVL 61�lDBR 1` ar LVL W�61�,'�`-+'-• LD�' !� 1 LVL. 61R i LVY 1 1 1 1 I i 11 1' 4 I ' _• 1 ' • I 0' e WAM POCKM I 1 I DRAM POCKET D I I i GROUT SOLID i 1 GROAT SOLID' 1 1 VIII yFJ- ,,111 if i 111111�11 fill ro, �fWIYG I 1 i `p n • aJa 7" P.G. GLAD ; I • ± - r I r 1 1 I y - � y T 1 • L • I ( ' _ y. Pf e I _ ' AA D"xYS" CY9l PIR —Ugli ON 6O"k80'k::"POWED i ; i r __________________ 1 I � fe C(7NCR6RE FOOTINO „ ' • ' '' 1 ♦ 1 !LEAN Pow -Fr M PWAU � _ QMMT SOLID i _______ >� 1 1 1 1-'- ' ' Y • o� 4 I v • • •'v , A'• '• -- in e' .. e • e 1-'IiMii•4LM1R II-�L"�L1}1114ri1x_—= b _____________________________1 •k n 1 I I 1 v 1 ----------------- 1. h 1 1� ; � i 1 ; � i + 1 I I , ♦r ly 1 GROUT 60LID 69" ' e I I 1 II IsaII 1 1 4o I 1 pp4�I I lIi r/1\Y1 /I�` • I i 1 b, ° Y 1 i I yy' i i i�j •+\Q��FPEY 7 BU /� 6'-9n uN0ccavatEe GARAGE _.______ _ 1 A' P.C. 6LAD 2 W ;I T i_ _______________________ " 6"k6'K)/IG W.W.M. LCCA D.d. - • O10 I ,______, 1 OK 4" FILL i 1 Y 49 II ____-P__I _v 1 POCH TO O.H.D. Y II f a�ncu i n 1 ; - 0 L FfSSIONP h i 1 Eagi. LFOmI ' 1 To Ski p t A ne _____ ___________________________ I '_ • I i I ; I ' i ' 1 �+1•� 4I.n d;A 1 I 1 Cdfd.lID6GR •' 1 Q 6wBd♦M � ll8 is I D•, 1 1 , 'O 1 1 1 T( I li Q 1 ' � 1� I i%1 • a� I I µl 1 1 p3yl F , 1 Y� r 1 1 1 i 1 / . 51: d1 / ; 1 REAM POORET i T i , ' ; Of ^3 aauTSOLID ------------------------- _ r _I 1 IS' DIA x MM 49V DEEP 1 '- TO UNDIOTWGED SOIL 914" 9'•1" 9'-5" ' F " P.C.WITH TO P06T TO DECK G NI UML CCA iJ`I uj 3 ANCHOR PRDETAW CWAL SHEET, TTP. 6'fi" _ 7•-0" 13'D" 7' 10" 22'-2" 50',0" 7!{ FOUNDATION PLAN •� ' •... . i �.F F`�q Y�. nM1u ■ 4 TAF3LE R301.6 ALLOWABLE -DEFLECTION' OF STRUCTUAL MEMBERS ✓?i'I`RUC'�UAL MEMBER ALLOWABLE LIVE LOAD DMWTION RAFTERS HAVING S CPES GREATER THAN 3/12 L/Ib WITH NO FINISHED CEILING ATTACHED TO RAFTER PASSENGER VEHICLE GARAGES INTERIOR WALLS AND PARTICIANO 4/100 AND PLASTERED CEILNGO V360 Id• OTHER STRUCTURAL MEMBERS L/240 FOR WALLSVITH PLASTER OR STUCCO 0/360 ON STAIRS ERIOR WALLSIUIND LOADBWITH BRITTLE 1.440 SHM TAP.Ea GUT.F W" _ IDR WALL04UIND LOAD rWITH L/120 ISLE FMISNES 12 NOTE: L. SPAN LENGTH. H• $PAN HEIGHT A, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS WEREIN. TABLE R301.4 MINIMUM ROOF` LIVE LDAP& IN POUNDS -"00 MINIMUM UNIFORMLY DISTRIBUTED LOAD$ (PSI) TIMIMUTART LOADED LIVE LOAD AREA IN SWARF PRET P 'S DECKS 40 PASSENGER VEHICLE GARAGES SO ATTICS WRNOUT STORAGE W ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING. ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 CAST RON HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) fm 6 ANp.FUL TO fMCI Ill. cool MINIMUM ROOF` LIVE LDAP& IN POUNDS -"00 PER SQUARE FOOT OF FIO•lRIAL.FIRQJFCTION, LL TIMIMUTART LOADED U AREA IN SWARF PRET P 'S FOR ANY sTRIKTURAL ROOF SLOPE O TO 20170 OVER M (PRAMM ! FIRST) I A >S (FRAME FIRST) 200 000. 600 PLAT OR RISE LOU THAN 4 NOW! PER FOOT 20 IS 12 na) IQ W m TAP.Ea GUT.F W" _ RISE 4 INCHES PER FOOT (113) TO LESS THAN 16 14 12 12 INCHES PER FOOT (IT) v f� STRUCTURO ^ RIOE 12 INCHES PER FOOT (I,U AND GRiATFR U R 12 CAST RON HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) fm 6 ANp.FUL TO fMCI Ill. cool LINE OF FLOOR ABOVE 3216 GIRDER LL WN PMERGLASS U ISG PORCW MN1 TYI•.Im P 'S m • • 1051-2 FW LL LINE OF FLOOR ABOVE POST LL F2X6 U CALLS PBODE 6 m • • yaALLO r • M (PRAMM ! FIRST) I A >S (FRAME FIRST) 1� • • F • i 2rs. I I c iIQ i 2x0 F.J. •4" O.C. *9N' A.F.F, IQ W m TAP.Ea GUT.F W" _ 73'-B° A O FOYER 9AQ1�AY TQM cFI PORCH V. v f� STRUCTURO ^ 12'O X4 CL. I II I FMIEH WI7W WAI�OCOT 1 p I OVINYL I I I POST TO MR •, yY q AO'Im� • • . 1 - .-. 3 •T3M ,VLf RAIL TO Il ACI R9! cOOE E- NGIB PIBERGLA% —34x8GIRD0_ _ _ _ -- 32x9 GIRDER COVERED PORCH 0 O HILI 27611 TW3452 FWH31611 TW3452 • 7-3110 HOF! oR2-2x10 HDR MASTER BEDROOM 9'O" CLG. MGT. Is A 1yy call, �. 9ALL P0 III,N4'x ITS 4 IIP n ' 11.2x0 • S BEARING WALL 2•. . L1YIANTH�_ ,�2, � OPENTOABOVE C.f. CLG. " IyG 0 - })' PR00AS, MW _ DE A � M TER • O „ :�y 2K_'RJD SWRNING } B R M 't -I _.I . u K 9 4 -PA' 210 F ROA 1� FIR " C AIBP! 9'0' . Ham INTAIC.E AND GL.A" DO PEp 4 e�ou.e !'L'AAYT {�QEf 1✓ 12 - b �•�1 �; I. .•Ii 4.T i..s»1. _ 2-1r" x Is_ LTL. gT7!wT. DGe Aeo±�E _ t " _k2 RIDGE TECO ALL FLU 'J l' C.0 it F. P Y 5'-0"_ BEARNG WALL 4 W" O.C" O.J. • W O.C. V {LCIS FIBERGLASS COLUMN, TTP. i TW3062-2 COVEREDPORCH ST4"x.4" OCA�1 1.0, - - 3-2x0 GIRDER_ _ _ - To EXT 'PROVIDE F.D. UNDER WASHER T.-0! LA JNORY S/$" F.0 AND CE N6ULATE AL O Z CAR GARAGE = "" P.C. C40 ON WALLS E? AND =151-ING PER CODE LINE OF FLOOR ABOVE POST F2X6 U CALLS PBODE 6 AND CEILING 4 ! yaALLO r 12'-0" E 1� • • F • 2.2KIO IHOR iIQ i 2x0 F.J. •4" O.C. N 0 IQ W m TAP.Ea GUT.F W" _ u A O FOYER 9AQ1�AY TQM cFI DINING, ROOM COJ I Fl 9'0" c HOT. STRUCTURO ^ 1'O' CLG. NOT. I 4 W" O.C" O.J. • W O.C. V {LCIS FIBERGLASS COLUMN, TTP. i TW3062-2 COVEREDPORCH ST4"x.4" OCA�1 1.0, - - 3-2x0 GIRDER_ _ _ - To EXT 'PROVIDE F.D. UNDER WASHER T.-0! LA JNORY S/$" F.0 AND CE N6ULATE AL O Z CAR GARAGE = "" P.C. C40 ON WALLS E? AND =151-ING PER CODE FIRST FLOOR PLAN LIVING AREA .1519 Sf.LFT. GARAGE AREA • 536 SOFT. COVERED PORCH AREA • 4116 OMFT. SCREENED PORCH AREA • 184 SQ.FT. SMOKE DETECTOR INTERCONNECT PER CODE S CARSON MONOXIDE DETECTOR ONE PER FLOOR TV30621-2 VE SLAB R -b LINE OF F II CHIMNEY ABOVE LINE OF FLOOR ABOVE POST F2X6 U CALLS PBODE 6 AND CEILING 4 ! yaALLO o •qq O • pp • F .f5 Ik s a i$Mt^t� 2.2KIO IHOR FIRST FLOOR PLAN LIVING AREA .1519 Sf.LFT. GARAGE AREA • 536 SOFT. COVERED PORCH AREA • 4116 OMFT. SCREENED PORCH AREA • 184 SQ.FT. SMOKE DETECTOR INTERCONNECT PER CODE S CARSON MONOXIDE DETECTOR ONE PER FLOOR TV30621-2 VE SLAB R -b LINE OF F II CHIMNEY ABOVE G T " O O X3 ¢NILS ONR W CALLS PBODE AND CEILING i yaALLO 1 O • pp O .f5 Ik s a i$Mt^t� iIQ N 0 I m _ TILL I I I 11�I IIJ 1 I II I 1 I I I POST TO MR ILi F3i •\ Q o •\ SJ U 1 " x m 2-NIO HDR TW3062 0@ DOTAL'SHOW POP HIGH WIND GONE) Zrom ' ' ikEWIREM$NT$ OPENING PROTECTION LRY WOOD S*UCTURAL PANtW PEAIWANT TO Is05.L4, SEE PAOTENIN6 SCI4W" ON CWAIL SHEET M THIS SET ENO= � A' 01- pF NE(y ;t L 9 � � w A9pFfSSilo s 1 rl � a Q [ I » r] 3 4” i .f5 Ik s a i$Mt^t� r q TT�"d TY>„� � • 1 4x la 1 F.1 f ft�. Tj ENO= � A' 01- pF NE(y ;t L 9 � � w A9pFfSSilo s 1 rl � a Q [ I » r] 3 4” i B WINDOW AN0 0oos Wjj1ANDERSON i :� WINDOWS WSJ BY -4008ERIES'(UNLF$S OT,)TH+HRWISE NOTED) 1 BR UNIT NO. liAR OPl1d1IO 21411611 saPF. Nwt C73NRNiNTS QTY. T so WINDOWS TION RItti1RRE10 r ROW FIRST FLOOR KITCHWAICIOK 300:0. W4.3328.80 tr 66.40 1440 LIVING ROOM HT3010 60.18 08.38 30.98 1.43 DINING ROOM 44' 16' 14,93 1 7A6 MASTER BEDROOM 267.0 38.81 21.38 31.04 10.86 SEGOND'FLO©R BEDROOM*2 191.9 DW3410 16.36 29.60 7. bS 1.82 w48' 41.24 76" 1 " 2 i aF--- �� FWT6011 1184 8D" 18" ANDER SERIES t p TW2432 2.82 2478" 16114" 5.06 2.04 38' 46" MEETS AGRESS REQUIREMENTS 2 Till 7.10 287W 341W 12.72 7.13 40" 82" 99 NYS,CODE � MEEF E S6 REQUIRE-E--N-TS 2 TW3048.2 5.70 3378' 241W 20.62 1146 w 'MEETS 82", PERNYS 60DE EGRESS REQUIREMENTS 4 TW3062.2 6.64 3378" 20 114' Z4,00 13.34 80" 70" PIR NR$S 3S EWEREOCIIRERI T6 3 TW3082 GAS 3378' 34114" 29 "AS 44" 82'. PER BODDE EFSEGR 95A OWNEMENTS 1 TW3662-2 8.05 3378" 341M• 26 18.18 44' - 62'. heRNY&OODe 2 1 TW3436 4.60 3778" 1,87Y4 8173 493. 48' .� 60"2 T$ REQUIREMENTS'- . TW3446 6.37 ,3778' 24 1W 11.64 .841 .. 48"'I Ar It& GUI 1 TW3452 7 3778' 28 i/4` 13.68 7,46 8" 70" ININSWUREM PER Nib 22DE 2 LOW PLATE • BYO" ( DOORS 6'0`X8'0' O,H.D, 1488.3088.1468 1 FW427611 13A8 2413118" 7618' 0.00 17 40' 88" A S 4008 1 FWH31 11 18.72 301 18' 7818" 11A6 10.72ANDfiftSON4000RRIES 1 IFY11liewil 1672 11 1 16"i 781 -So 22-91 . 16.72 8" AN ER 400SERIfi6 1 FWG80871 12 till" 78 31`16' 18.36 12.04 88" 88' 400 SERIES 1 - LIGHT AND YLNT SC'HMOMS RR910.1.1 Mint" opwlrra firma. All Ymmrlp" 060" NCI rrcum aP mme, $hall have 4 mlmlu M cimr OPm"Rg or 8.1 sdr M foot (0.590 m2). EXCEPTION, Or4$e Floor 0W'1llW "I' hevm 4 AIMInan "•t aieN "mallg a 5 aqu Peet (0.415 m2). RR310.1.2 m1rarm opening 1,01,^ Tho mWmm net clear opening ImIjam omll'be 24 Inahea (6lo mm). RR310.1.3 Mlnlmtml CPWI"E 4,1411h. The mmlmmn net ales apaw" pk11h hull ibe 20 Inches (966 mei. RIE310.1.4 Qper4tle" ao Almc EmmrEmney o0capm 4"d mwO op lop omit bm opmrgl i rml fan tm fmalam of the rod$ el*,&A the l al o1` keys a toow I r ROOF WRld 6/47% DECK NG OYER PROYM RAIL PER CODE 1p � O o� u • OPEN TO BELOW i • o Jp ATTIC *w yh^4 1 T _ ,DC1R RIDGE _ r_ _ 4-:k4 PMT` - T 6b CLO W.T. Pot" 191-4" 'Mill WALL TO R,R. 2'-d" mtooM n °0 3,. 6'O' CLO. HGT. � • i \ R 1, mill'46!67 L FOAM~ 777301&2 wic BATH BEDROOM 43 ,? 6b" CLC. HGT. / "ice I /1F I PLATE • 5'10" (V-) ----------------- noo '. AREA SOFT .. 01R4st#9Di 1 r T so T '' MR`1dtDRC1 TION RItti1RRE10 r ROW FIRST FLOOR KITCHWAICIOK 300:0. W4.3328.80 tr 66.40 1440 LIVING ROOM 364.7 60.18 08.38 30.98 14:10 DINING ROOM 180.6 29.22 14,93 16.18 7A6 MASTER BEDROOM 267.0 38.81 21.38 31.04 10.86 SEGOND'FLO©R BEDROOM*2 191.9 39.88 16.36 29.60 7. bS BEDROOM 03 1 200.6 41.24 46.05 22.62 8.02 RR910.1.1 Mint" opwlrra firma. All Ymmrlp" 060" NCI rrcum aP mme, $hall have 4 mlmlu M cimr OPm"Rg or 8.1 sdr M foot (0.590 m2). EXCEPTION, Or4$e Floor 0W'1llW "I' hevm 4 AIMInan "•t aieN "mallg a 5 aqu Peet (0.415 m2). RR310.1.2 m1rarm opening 1,01,^ Tho mWmm net clear opening ImIjam omll'be 24 Inahea (6lo mm). RR310.1.3 Mlnlmtml CPWI"E 4,1411h. The mmlmmn net ales apaw" pk11h hull ibe 20 Inches (966 mei. RIE310.1.4 Qper4tle" ao Almc EmmrEmney o0capm 4"d mwO op lop omit bm opmrgl i rml fan tm fmalam of the rod$ el*,&A the l al o1` keys a toow I r ROOF WRld 6/47% DECK NG OYER PROYM RAIL PER CODE 1p � O o� u • OPEN TO BELOW i • o Jp ATTIC *w yh^4 1 T _ ,DC1R RIDGE _ r_ _ 4-:k4 PMT` - T 6b CLO W.T. Pot" 191-4" 'Mill WALL TO R,R. 2'-d" mtooM n °0 3,. 6'O' CLO. HGT. � • i \ R 1, mill'46!67 L FOAM~ 777301&2 wic BATH BEDROOM 43 ,? 6b" CLC. HGT. / "ice I /1F I PLATE • 5'10" (V-) ----------------- T"321 /i"10 RR 7 I gI 12.b RR Ili a Ible"O.C.• li" O.C." "F M••AME MOST A mRAME HUT 82X10 Tw30W2 SECOND FLOOR PLAN LIVING AREA . 383 S&FT. UNF04164ED AREA . 404 SG1.PT. PORCH AREA • 16 60,FT. SMOKE DETECTOR INTERCONNECT PER CODE CAR®ON MONOXICIE DETECTOR e ONE Plat FLOOR SEE DETAIL 611EET aYJtE .. F94M WIND CONNECTION I�EOWIUI'-U11T6, ©pENMG PROTt1CTIONpY' WOOD STRUC71MAL PANELS P'EFRUTANT TO 1609].#, DEE PAq 104IMS 0CHR711LE ON ' DETAIL DHEBT 11414416 DET u ti tr rryq 's UNFINISHED EeACE CLO, HOT. Y M ^W pp�, ixl, RIDGE i aF--- �� i p 0 1 ITW. 1 ' --------------- iSEE I r i' LOW PLATE • BYO" ( ) T"321 /i"10 RR 7 I gI 12.b RR Ili a Ible"O.C.• li" O.C." "F M••AME MOST A mRAME HUT 82X10 Tw30W2 SECOND FLOOR PLAN LIVING AREA . 383 S&FT. UNF04164ED AREA . 404 SG1.PT. PORCH AREA • 16 60,FT. SMOKE DETECTOR INTERCONNECT PER CODE CAR®ON MONOXICIE DETECTOR e ONE Plat FLOOR SEE DETAIL 611EET aYJtE .. F94M WIND CONNECTION I�EOWIUI'-U11T6, ©pENMG PROTt1CTIONpY' WOOD STRUC71MAL PANELS P'EFRUTANT TO 1609].#, DEE PAq 104IMS 0CHR711LE ON ' DETAIL DHEBT 11414416 DET st M ff 4 A'�I R at' XSa f �T I, fur Ivt 'tP'rtQPEY TCO i 2 xr t �FOp % 9pffSStoNP� 9 v. �j!m m. � U. 4 n 4 Of tr rryq Y M ^W st M ff 4 A'�I R at' XSa f �T I, fur Ivt 'tP'rtQPEY TCO i 2 xr t �FOp % 9pffSStoNP� 9 v. �j!m m. � U. 4 n 4 Of - .. _ v - �i -- r - rm..gym .. r •• -. F .., ., _ , .. . , VINYL N���I��������MIfNY�jrI�1�YRi�RII��i�711�R���Rlrl�}�Ir41�YM1��Mw� I TOP Or BUBFLOOR- . SHINGLE RIDGE CAP RIDGE VENT 15HING-E6 _\ FELT PAPER -\ / RAFTER RIDGE BEAM ' RIDGE VENT DETAIL AIR ROOF SHEATHING (TTP.) TA R40 INSU SECTION 8"`=3 -- -- TOP OF I PLATE 4 b - ^ -- TOP OF BUISR OOR -� - TOP OP PLATE .+--�•--- TOP OF SIIBFLOOR - q -- TOP OF FOUNDATION - - - - TOP OF FOOTING e E1� lei O.J. a 16,O.L. r Z C TECO ALL FLUSH CONN./ 4 - IIC z V LVL UPSET 2 CAR GARAGE 5/6' P.C. SWB ON WAI ILS AND CES.NG PER CODE COMPACTED FILL 4" P.L. SLAB TOP OF PLATE SCREEN PORCH - _ -T-- _ - TOP OF PLATE - _ -+ _ - TOP OF WOLOOR - _ TOP OF FOUNDATION --gf - Thd� TOP OF FOOTING -_z -- a1; a 32" O.G. ATTIC 2d0 C.J. F *" UNFINISHED SPACE TOILET ROOM I I MASTER BATH CRAWL SPACE COMPACTED FILL SECTION A -F4 2 12 RIDGE Lao RAFTERS I/2' COX SHEATHING 190 FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ROOF VENTILATION 11300 OF TWE INSULATED CEILING AREA UNIFORMLY 016TRIBUTED EAVE PROTECTION TO E)CTEND FROM THE EDGE OF THE ROOF. 36" UP THE ELOPE BUT NOT LESS THAN 12° BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REOWRED FOR ROOF VENTILATION 4 s ATTIC MASTER BEDROOM 5, HGIB FIBERGL COLUMN ---r-- TOP OF PLATE - - �- - - TOP OF SUSFLOOR - - T - - TOP OF PLATE IAT01lt+lolitfiilllllTiRilTirlAi6B1(fiUlilNllilAllllilif,��� SECTION C -G --T--T,.,. _T- - TOP OF PLATE.' SCREEN PORCH ---4--- TOP OF PLATE ----1--- TOP OF GMFLOOR TOP OF FOUNDATION o� - - - - TOP OF FOOTING SEE DETAILiAIEET 1'OR HIGH WND CONNHOTION RiO "PIENT6--�--^�� ACTUAL ROR MAY VARYY DEPENDING ON EXISTING GRADE LONDITION6 OPENING PROTECTION BY WOOD STRUCTURAL_ PANELS PER6UANT TO *09.1.4, M FASTENING SCHEDULE ON DETAIL SHEET IN TWO 8ET TOP OF PLATE -- -- Ile OSB" TYVIX NOW VINYL I TOP Or BUBFLOOR- TOP OF PLATE -- -- 1 P TOP OF SUBFLOOR -- ^— TOP OF FOUNDATION --g _— a r v ry§�1 r,'ur TOP OF FOOTING 2-Dti CCA SILL, 5/6' ANCHOR BOLTS ALL SEAL TERMIF✓M wav -_ 6' CONC. FOUNDATION 6'%*" CONC, IMGr DAMPROOP BELOW GRADE SECTION 8"`=3 -- -- TOP OF I PLATE 4 b - ^ -- TOP OF BUISR OOR -� - TOP OP PLATE .+--�•--- TOP OF SIIBFLOOR - q -- TOP OF FOUNDATION - - - - TOP OF FOOTING e E1� lei O.J. a 16,O.L. r Z C TECO ALL FLUSH CONN./ 4 - IIC z V LVL UPSET 2 CAR GARAGE 5/6' P.C. SWB ON WAI ILS AND CES.NG PER CODE COMPACTED FILL 4" P.L. SLAB TOP OF PLATE SCREEN PORCH - _ -T-- _ - TOP OF PLATE - _ -+ _ - TOP OF WOLOOR - _ TOP OF FOUNDATION --gf - Thd� TOP OF FOOTING -_z -- a1; a 32" O.G. ATTIC 2d0 C.J. F *" UNFINISHED SPACE TOILET ROOM I I MASTER BATH CRAWL SPACE COMPACTED FILL SECTION A -F4 2 12 RIDGE Lao RAFTERS I/2' COX SHEATHING 190 FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ROOF VENTILATION 11300 OF TWE INSULATED CEILING AREA UNIFORMLY 016TRIBUTED EAVE PROTECTION TO E)CTEND FROM THE EDGE OF THE ROOF. 36" UP THE ELOPE BUT NOT LESS THAN 12° BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REOWRED FOR ROOF VENTILATION 4 s ATTIC MASTER BEDROOM 5, HGIB FIBERGL COLUMN ---r-- TOP OF PLATE - - �- - - TOP OF SUSFLOOR - - T - - TOP OF PLATE IAT01lt+lolitfiilllllTiRilTirlAi6B1(fiUlilNllilAllllilif,��� SECTION C -G --T--T,.,. _T- - TOP OF PLATE.' SCREEN PORCH ---4--- TOP OF PLATE ----1--- TOP OF GMFLOOR TOP OF FOUNDATION o� - - - - TOP OF FOOTING SEE DETAILiAIEET 1'OR HIGH WND CONNHOTION RiO "PIENT6--�--^�� ACTUAL ROR MAY VARYY DEPENDING ON EXISTING GRADE LONDITION6 OPENING PROTECTION BY WOOD STRUCTURAL_ PANELS PER6UANT TO *09.1.4, M FASTENING SCHEDULE ON DETAIL SHEET IN TWO 8ET mr '' I 1 ( a SECTION C -G --T--T,.,. _T- - TOP OF PLATE.' SCREEN PORCH ---4--- TOP OF PLATE ----1--- TOP OF GMFLOOR TOP OF FOUNDATION o� - - - - TOP OF FOOTING SEE DETAILiAIEET 1'OR HIGH WND CONNHOTION RiO "PIENT6--�--^�� ACTUAL ROR MAY VARYY DEPENDING ON EXISTING GRADE LONDITION6 OPENING PROTECTION BY WOOD STRUCTURAL_ PANELS PER6UANT TO *09.1.4, M FASTENING SCHEDULE ON DETAIL SHEET IN TWO 8ET ul k (� x zI rA A f� _ til m I (N I e� � I �x -Ye Ipr, OF N4c MT c 4 NCO 349 C? A90FESSIONP� EP RET' T. 191J .P.B ' ,1 ffi i o a a � SAGE: ,u yrs ?+C mr '' I 1 ( a r v ry§�1 r,'ur ul k (� x zI rA A f� _ til m I (N I e� � I �x -Ye Ipr, OF N4c MT c 4 NCO 349 C? A90FESSIONP� EP RET' T. 191J .P.B ' ,1 ffi i o a a � SAGE: ,u yrs ?+C P,.....r.-, .., - , . - BORED HOLE DIAM15TER 064 OF STUD DEF 5/5" MIN. TO NOTCH MUST 40% OF BTUC O H/2 BUT NEED NOT EXCEED 15 FT. MAX. O FOUNDATION CLEARANCE FROM SLOPES FIGURE'` 8403.1.1.1 STUD 5/5" MIN, TO EDGE %OftElD HOLES SHALL NOT--rf BEL CATED IN THE SAME CR5 SECTION OF CUT OR NOY& IN STUD 117 NOTCHING AND BORED HOLE LIMITATIONS FdP. INTERIOR 1�ONr-wF— 'NG WALLS (WFCM 1995 55C HIGI4 WIND EDITION, 3.4.3.1.1) TOP PLATE$ STUD BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/6" MIN, TO EDGE EXTEPIr I MFARINIZ WALL NOTCw lQRE 50% OF THE TOP OF FOOTING I H/3 BUT NEEo NOT H EXCEED 40 FT. MAX, I IL GAGE (0.0544) AND L6" WIDE METAL TIE ACROSS AND TO EACH BIOS OF THE NOTCH WITH 8-16d NAILS EACH SIDE TOP 'LATE M AM'hN14y "-O ACCQMMODATS PIPING RAFTERS AND CEILING JOISTS OR APPROVED 4 FEET ROOF TRUSS TOP PLAT#rISASVP SECOND STORY PANEL SPAN JOIST IS PERMITTED TO < PANEL SPAN BE CUT OR NOTCHED FASTENER TYPE - BETWEEN THESE LIMITS < 4 FEET AND BOTTOM PLATEG NOTCHINGROVISIONS ;�' CONNECT( N 3.3.1.1.7 11 WOOD SCREWS HEADER FOR A A T BRIDGING ANp ESREr'1¢IN6ING TOP PLATE WOOD SCREWS SEE WFCM SECTION 3,9 2x4 CONTINUOUS LATERAL BRACE AT 6 O.G. TRUSS OR CEILING JOIST /2-106 NAILS GABLE END TRUSS –7 10 -ad NAILS 5d COOLER NAILS AT 10" O.C. l� 1"x4" BLOCK NAILED TO EACH BRACE WITH 4-I0d NAILS GYPSUM BOARD 5d COOLER NAILS AT T" O,O. 20 GAUGE STRAP 10-Sd NAILS— ENDWALL STUDS – GA5L,E ENDWALL 5RACING (WFCM FIGURE 3.(O5) TABLE 1609.1,4 WIND-BORNE DEBRIS PROTECTION FASTENING 5CI-IEDULE FOR WOOD STRUCTURAL PANELS a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) AND A MAXIMUM OF 8 FEET (2438 mm). r. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 9. TABLE FROM SBCCI - 1999 EDITION, FLOOR BRACING AT END BAY5 (WFCM FIGURE 3.6b) NAIL AT 4" O.O. 12" NAILS BASED ON SHEAR WALL REQUIREMENTS NO CEILINGS CENTER 2x BLOCKING DIAPHRAGM ON SHEATHING JOINT REQUIRED 15/32 WOOD STRUCTURAL PANELS w ON GABLE FACE AND ON WALL BELCLU J BASED ON 54EARLUALL REQUIREMENTS \TOP PLATE - NOTCHING PROVISIONS DRILLING AND GABLE ENDWALL, BALLOON FRAMING NO PREFERRED METHOD —WALL STUD - SEE DRhJ_ING AND NOTCHING PROVISIONS WFCM SECTION 3.4.111 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITN%WPCM 3.3.1.3 -ENG R116TRAINT AND 9.3.1.4 BRIDGING 5/8" MIN. TO EDGE AP JOIST 3 IN. MIN. BOTTOM PLATE BAND JOIST NOTCH MUST NOT EXCEED 25% OF STUD DEPTH °OR BLOCKING JOIST NOTCHES SHALL NOT BE f LOCATED IN MIDDLE ONE-THIRD SIU- PLATE OF STUD LENGTH CRAWL SPACE J1 IF TOLE 18 BETWEEN 40% AND 60% OR BASEMENT 9UBFLOOR BORED HOLES ALL NOT --OF STUD DEPTH, THEN STUD MUST BE FOUNDATION rMDOUBLE AND NO MORE THAN TWO BE LOCATED IN THE SAME SUCCESSIVE STUDS ARE DOUBLED CROSS SECTION OF CUT OR AND 60 BORED NOTCH IN STUD PLATFORM FRAMING. INTERMEDIATE NOTCHING ANP BORED HOLM LI MITATIONS ®6A*KG WALL NP IN G HIGH WQ EDITION, C: WALL.& TYPICAL., ,. I<LOOR !4N-, VIRE �tA1""I` � '�t"IrOM'R (WALLS AND (WFCM 3.4.1,1.1) r ROOF FRAMING–\DOUBLE TOP PLATE–T FASTENER SPACING 2 FEET 4 FEET 6 FEET PANEL SPAN 5 PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET 2 1/2' '6 CONNECT( WOOD SCREWS HEADER 21/2" '8 A A WOOD SCREWS may` a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) AND A MAXIMUM OF 8 FEET (2438 mm). r. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 9. TABLE FROM SBCCI - 1999 EDITION, FLOOR BRACING AT END BAY5 (WFCM FIGURE 3.6b) NAIL AT 4" O.O. 12" NAILS BASED ON SHEAR WALL REQUIREMENTS NO CEILINGS CENTER 2x BLOCKING DIAPHRAGM ON SHEATHING JOINT REQUIRED 15/32 WOOD STRUCTURAL PANELS w ON GABLE FACE AND ON WALL BELCLU J BASED ON 54EARLUALL REQUIREMENTS \TOP PLATE - NOTCHING PROVISIONS DRILLING AND GABLE ENDWALL, BALLOON FRAMING NO PREFERRED METHOD —WALL STUD - SEE DRhJ_ING AND NOTCHING PROVISIONS WFCM SECTION 3.4.111 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITN%WPCM 3.3.1.3 -ENG R116TRAINT AND 9.3.1.4 BRIDGING 5/8" MIN. TO EDGE AP JOIST 3 IN. MIN. BOTTOM PLATE BAND JOIST NOTCH MUST NOT EXCEED 25% OF STUD DEPTH °OR BLOCKING JOIST NOTCHES SHALL NOT BE f LOCATED IN MIDDLE ONE-THIRD SIU- PLATE OF STUD LENGTH CRAWL SPACE J1 IF TOLE 18 BETWEEN 40% AND 60% OR BASEMENT 9UBFLOOR BORED HOLES ALL NOT --OF STUD DEPTH, THEN STUD MUST BE FOUNDATION rMDOUBLE AND NO MORE THAN TWO BE LOCATED IN THE SAME SUCCESSIVE STUDS ARE DOUBLED CROSS SECTION OF CUT OR AND 60 BORED NOTCH IN STUD PLATFORM FRAMING. INTERMEDIATE NOTCHING ANP BORED HOLM LI MITATIONS ®6A*KG WALL NP IN G HIGH WQ EDITION, C: WALL.& TYPICAL., ,. I<LOOR !4N-, VIRE �tA1""I` � '�t"IrOM'R (WALLS AND (WFCM 3.4.1,1.1) r ROOF FRAMING–\DOUBLE TOP PLATE–T IRS STH D9 16d NAIL AT 24" O.C,� II II r– GYPSUM BOARD / WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE ed NAIL AT 6" O.G. —� WITH NAILING SCHEDULE (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) Sd NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL Bd NAIL AT b" O.G. GYPSUM BOARD (ALL PANEL EDGES) WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Ibd NAIL AT 24" O.G. WITH NAILING SCHEDULE (TABLE 3,1, WCFM HIGH WIND EDITION) Bd NAIL AT 6" O,C, ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12" O.G, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING NOTE: UPLIFT =CNNECTION 15 REQUIRED AT EACHI END OF HEADER AND AT BOTAOM OF HEADER STUDS IN ADDITIOPN TO CONNECTORS AT WALL 511I0B AND AT TOP AND BOTTOMI OF CRIPPLES tt TYPICAL MAM94' A% 'UPL.IFT GG#Nl'�IECTIt,�t�#5 F Cpi'�EN'INGS LAVAI VKICb WATER CLOSET OR IS Al 24" CLEARANCE IN FRONT OF OPENING SHOWER PLE s oa YJAL CONNECT( HEADER REQUIRED A A may` FULL LEN III HEADER STUDS WALL STL --- 1^____1-__i___--1 ' `Nb'U i I QOaNECt¢ ii RPLl�fj' I I R�7 I I !I A IRS STH D9 16d NAIL AT 24" O.C,� II II r– GYPSUM BOARD / WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE ed NAIL AT 6" O.G. —� WITH NAILING SCHEDULE (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) Sd NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL Bd NAIL AT b" O.G. GYPSUM BOARD (ALL PANEL EDGES) WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Ibd NAIL AT 24" O.G. WITH NAILING SCHEDULE (TABLE 3,1, WCFM HIGH WIND EDITION) Bd NAIL AT 6" O,C, ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12" O.G, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING NOTE: UPLIFT =CNNECTION 15 REQUIRED AT EACHI END OF HEADER AND AT BOTAOM OF HEADER STUDS IN ADDITIOPN TO CONNECTORS AT WALL 511I0B AND AT TOP AND BOTTOMI OF CRIPPLES tt TYPICAL MAM94' A% 'UPL.IFT GG#Nl'�IECTIt,�t�#5 F Cpi'�EN'INGS LAVAI VKICb WATER CLOSET OR IS Al 24" CLEARANCE IN FRONT OF OPENING SHOWER WATER CLOSETS o I, FIGURE 8301.2 i Off. MINIMUM FIXTURE CLEARANCES TI x may` ' d" 0 " s 1 r K r kr:ixil . - I 4 I F i I I WATER CLOSETS o I, FIGURE 8301.2 i Off. MINIMUM FIXTURE CLEARANCES TI x 120 MILE PER HOUR ZONE - NAILING SCHEDULE (TABLE 3.1, WFCM HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING SHEATHING LOCATION 4-Bd PER RAFTER RAFTER TO TOP PLATE (TOE -NAILED) (SEEIN NOTE U (INCHES, ACINI (SEE NOTE 3) 4 -ad PER JOIST CEILING JOIST TO TOP PLATE (TOE -NAILED) E 6 CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) S46d EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE -NAILED) S -16d EACH LAP E 6 -ad PER TIE COLLAR TIE TO RAFTER (FACE -NAILED) Sanitation -Section R306 12 Tolle( Bath and Shower Spaces -Section R307 2 -ad EACH END BLOCKING TO RAFTER (TOE-NAILEDI Garages and Carports -Section R309 precautions and programs In connection with the work, and he 2-I6d EACH END RIM BOARD TO RAFTER (END -NAILED) WALL FRAMING the work In accordance with the construsban documents The 2Hbd (SEE NOTE U PER FOOT TOP PLATE TO TOP PLATE (FACE -NAILED) the contractor. No changes shall be made in the documents Stshways46eatlon R314 and/or the building as designed without the expressed written 4-16d JOINTS - EACH OCR TOP PLATES AT INTERSECTIONS (FACE -NAILED) 6. The contractor and all subcontractors shall maintain continuous Stake Alarms -Section R317 Insurance coverage Including statutory policies (Worker 2-16d 24" O.C, STUD TO STUD (FACE -NAILED) lase that 06 million and automobile liability and damage Insulation -Section R320 coverage not late then $2 million. The Engineer shall be Ibd 16" O.C. ALONG EDGED HEADER TO HEADER (FACE -NAILED) 6. Provide 0.026" aluminum termfts shields over fibrous Protesgon Against Decay -Section R323 Insulation at all perimeter stile. 2-I6d PER 2x4 STUD TOP OR BOTTOM PLATE TO STUD (END -NAILED) or measure creaeotad Accesatbilityl-Secdon R326 B. A single station smakadetectcr alarm device &hall be Installed 3-16d PER 2x6 STUD 4-16d PER 2x5 STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOST OR BLOCKING (FACE -NAILED) 2-16d (SEE NOTE 1,2) PER FOOT FLOOR FRAMING , TOP PLATE OR GIRDER (TOE -NAILED) 4H3d PER '10107 Foundation Notes: Z -Bol EACH END JOIST (TOE -NAILED) W poured concrete foundation well, 6'0" high, 3ODD# test and the sewage disposal system to most Health Department standards. Minimum depth-Sedlon 403.1.4, 48" minimum coverage to top of footing 2 -Bol EACH END O JOIST (TOE -NAILED) NOM ` 11 8" Power Bea m 2-1 x 11 7!e" Girder( or 3'h x 7! ) area to be double Construction Code All glazed e n Conservation Co e E orgy s B O SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 15. The Insulation protection as Indicated on these plans exceeds 3-I6d EACH J018T IP TO BEAM (FACE -NAILED) 18. These dreWings and epasl6ostionq are instruments of service and Foundation � wall to extend a minimum of 8" above finished grade shell remain the property of the Engineer whether the project for 3 -ed PER JOIST DGER TO BEAM (TOE -NAILED) on any other project except by written authorization of the Engineer Pour no comdrsta on frozen ground or in freezing weather 17. The engineer has not been retained for site supervision, on-site 3-I6d PER JOIST BAND JOIST TO JOIST (ENO -NAILED) contractor or local building department. anchored to the fear above, or has been suftldentiybraced to prevent damage BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2 -lid (SEE NOTE IJ PER FOOT ROOF SHEATHING USE SIMPSON STRONG -TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND ad (BEE TABLE 3.0) STRUCTURAL PANELS CONSTRUCTION CATALOG C-HWO2 Floor Conaltructlon: ANCHOR BOLTS IN FOUNDATION USE: Y." OSe plywood subfioor, fasten per Table 3.1 WFCM 5STS28 WITH BEARING PLATE, SEE FOUNDATION DIAGONAL BOARD SHEATHING NOTES FOR SPACING Fasten per Table 3.1 WFCM 2-Bd PER SUPPORT "xb" BR"xe„ LTP4 18" O.C. AT EXTERIOR PERIMETER AND GARAGEMOUSE COMMON WALL 3 -ad PER SUPPORT 1"x10" OR WIDER Table 3.1 VNFCM CEILING SHEATHING 1x9 Pine frsde, wrap 5d COOLERS T" EDGE / 10" FIELD GYPSUM WALLBOARD WALL SHEATHING old (BEE TABLE 3.9) STRUCTURAL PANELS FIREBOARD PANELS " 66 3" EDGE / 6" FIELD VIS" Ad 3" EDGE / 6" FIELD 25/32" Ed COOLERS T" EDGE / 10" FIELD GYPSUM WALLBOARD ad (BEE TABLE 3.9) HARDBOARD ad (SEE TABLE 3.9) PARTICLEBOARD PANELS DIAGONAL BOARD SHEATHING 2 -ed PER SUPPORT I'k6" OR I"xa„ 3-Bd PER SUPPORT I"x10" OR WIDER FLOOR SHEATHING STRUCTURAL PANELS ad 6" EDGE / 12" FIELD I" OR LESS Joel 61, EDGE / b" FIELD GREATER THAN I" DIAGONAL BOARD SHEATHING 2-SCIPER SUPPORT 1"x6" OR 1"x6" 3 -ad PER SUPPORT I"x10" OR WIDER I. NAILING REQUIREMENTe ARE BASED ON WALL SHEATHING NAILED 6" ON -CENTER AT THE PANEL EDGE. IF WALL eHEATHmG le rven.v✓ a ­­_• --_ , -" -- ---- TO OBTAIN HIGHER SHEAR CAPACMES NAILING REQUIREMENTS FOR BTRUCTURF.L MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, SUCH AS 8HEAR PLATES, SHALL BE UBE TO MAINTAIN THE LOAD PATH. 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT (TABLE 3.9 WFCM HIGH WIND EDITION) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NeI z ccrnWn e.IJAT . into MPW FASTEST -MILE WIND SPEED PER TABLE R3-L2.L3ll E . NAIL SPACING AT PANEL EDGED (IN,) F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) I, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2, TABULATED 12 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20.4e, FOR FRAMING MEMBERS WITH 0.4ZLGS0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C- 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAIL& (TABLE 31. n11 rl rnuhlcr•THIGH DInN41TRESISTING LATERAL 4 SWEAR LOADS The design of this structure Is based upon the presvlptive approach using the GCN@1AL rvu I to: 1. All work shall be performed in accordance with all state, STRUCTURAL SHEATHING MAXIMUM NAIL SPACING SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR fid COMMON NAILS (SEEIN NOTE U (INCHES, ACINI (SEE NOTE 3) (INCHES, O.O.) Design Criteria -Section R301 21.1 (See Table R301.2.1 2 for Wind -Borne Debris Protection diserependes must be brought to the attention of the Engineer E 6 4' EDGE ZONE 16 F 12 (SEE NOTE D Light and Ventilation-Saction R303 3. Contractor shall guarantee to the Owner that all materials and E 6 INTERIOR ZONE if Sanitation -Section R306 12 Tolle( Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the conaWcdon means, F methods, techniques, sequences or procedures, or for the safety E . NAIL SPACING AT PANEL EDGED (IN,) F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) I, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2, TABULATED 12 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20.4e, FOR FRAMING MEMBERS WITH 0.4ZLGS0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C- 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAIL& (TABLE 31. n11 rl rnuhlcr•THIGH DInN41TRESISTING LATERAL 4 SWEAR LOADS The design of this structure Is based upon the presvlptive approach using the GCN@1AL rvu I to: 1. All work shall be performed in accordance with all state, Wood Frame Construction Manuel, High Wind Edition (WFCM) published by The American Forest municipal, local zoning and building codes and ordinances and Paper Association. (1995) 1 based The New York State Residential Code -January 2003 having juriadleflon and beet standards of construction Non-structural elements are upon For the Climatic and Geographical Design Criteds, sae Table R301.2(1 an cover sheet. rodice The American Institute of Architects Conditions shall apply Ali non-anginerered lumber to be Douglas Pit 02 or better to all work performed on this project. Wind Limitations -Section R301.2.1 2. The Contractor shall verify all conditions at the alta. Any Design Criteria -Section R301 21.1 (See Table R301.2.1 2 for Wind -Borne Debris Protection diserependes must be brought to the attention of the Engineer Fastening Schedule For Wood Structural Panels) En orto commencement of construction The Contractor shall be used Load -Section R301.3 responsible for corrections not reported once he hes stared work Live Load -Section R301,4 except for hidden job candrians. Light and Ventilation-Saction R303 3. Contractor shall guarantee to the Owner that all materials and Minimum Room Areas -Section R304 equipment Incorporated In the work will be new, and that all work Ceiling Height -Section R305 will be of good quality, free from faults and defects for a period Sanitation -Section R306 of one year from the date of the final Certificate of Occupancy. Tolle( Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the conaWcdon means, Glazing -Section #308 methods, techniques, sequences or procedures, or for the safety Garages and Carports -Section R309 precautions and programs In connection with the work, and he Emergency Escape and Rescue Openings-Secaon R310 shall not be responsible for the contractors failure to carry out Ent"actlon R311 the work In accordance with the construsban documents The Landings-Sedlon R312 Enginsershell not be responsible for the acts or omissions by Ramix"ectlon R313 the contractor. No changes shall be made in the documents Stshways46eatlon R314 and/or the building as designed without the expressed written Handrells-Sectlon R315 consent of the Engineer. Guards-Sacgm 8316 6. The contractor and all subcontractors shall maintain continuous Stake Alarms -Section R317 Insurance coverage Including statutory policies (Worker Foam Plastic4itiallon R318 Compensation, etc.) and general liability in an mount not Flame Spread and Brooke-Sedlon R319 lase that 06 million and automobile liability and damage Insulation -Section R320 coverage not late then $2 million. The Engineer shall be Dwelling Una Separa9pn-Sadlon 8321 a named Insured on any and alf pdicles. Moisture Vapor Retardsm-6ectlon R322 6. Provide 0.026" aluminum termfts shields over fibrous Protesgon Against Decay -Section R323 Insulation at all perimeter stile. Protection Against Termites-Sedlon R324 7 All wood In contact with cancele or masonry to be Wolmanized Site Address( -Section R325 or measure creaeotad Accesatbilityl-Secdon R326 B. A single station smakadetectcr alarm device &hall be Installed Flood Resistant Conetrudlon-Sectlon R327 In each bedroom, on all Boors and shell be all interconnected per code. 9. All bathrooms witho!it operable windows to be mechanically ventilated Foundatlons-Chapter 4 Design based upon presumptive load basting values of sandy gravel and/or gravel at 3000 pounds as per New York State Code. 10. Hearing to be designed to provide 70 degrees F, with outdoor per square ffool. Contractor to consult Engineer If different soil materials ere found upon excavation, designed elr-temperature of 0 degrees F. and 15 MPH And. or last hole, for alternative footing and foundation wall design 11. All electrical work to be In accordance to the rules and regulations ofthe N.Y.B F U. and e N Y,B.F.U. certificate Is Foundation Notes: to be presented to the Owner at the completion of the job, '6" Anchor Bolts (SSTB 28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes W poured concrete foundation well, 6'0" high, 3ODD# test and the sewage disposal system to most Health Department standards. Minimum depth-Sedlon 403.1.4, 48" minimum coverage to top of footing 13 Do not stele drawinge. Use figure dimensions only. awall!Dalin e 30004 teat 16"x6 " poured control g ,9 P fa to the rules and r e ule0ons of the NEW York 14Allworkse Conform ` 11 8" Power Bea m 2-1 x 11 7!e" Girder( or 3'h x 7! ) area to be double Construction Code All glazed e n Conservation Co e E orgy s B 4" poured concrete Boor slab with 6x8x#10 mesh and vapor barrier poured le floor s glazed and all ezlenordoore to have insulated cores. Damp prooRng at exterior foundetlan below grodr8edion #406 15. The Insulation protection as Indicated on these plans exceeds 30" x 30" x 112" deep poured concrete column footings, 3000# test the Coda's minimum standards. Deck and Pavch footings As noted, 30000 test, 48" minimum boded depth 18. These dreWings and epasl6ostionq are instruments of service and Foundation � wall to extend a minimum of 8" above finished grade shell remain the property of the Engineer whether the project for All footings lie be carried down to undisturbed soil which they aro models executed a not. They may not be used No footir g'shall be set higher than a 30 degree angle from any other foaling on any other project except by written authorization of the Engineer Pour no comdrsta on frozen ground or in freezing weather 17. The engineer has not been retained for site supervision, on-site Provide 3'1V stool lolly columns Inspections and cartifiwationa ae required or requested by the owner, Backfill shtlJl not be plowed against the Wall until the WWI had auf dent WiNgth and has been contractor or local building department. anchored to the fear above, or has been suftldentiybraced to prevent damage by the baokMO (Saollon 8404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS Flaore-'WF6M Prescriptive Method Floor framimg shell be nailed In accordance with Table 3.1 WFCM HIGH WIND 8C ITIl1N USE SIMPSON STRONG -TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND DraOalopplmg-Seaton R602.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT Fireblocking-Sedan R502.13 CONSTRUCTION CATALOG C-HWO2 Floor Conaltructlon: ANCHOR BOLTS IN FOUNDATION USE: Y." OSe plywood subfioor, fasten per Table 3.1 WFCM 5STS28 WITH BEARING PLATE, SEE FOUNDATION Floor jolsu ::Sse Foundation and Floor Plans, spacing as noted NOTES FOR SPACING Fasten per Table 3.1 WFCM 2-20 CCA sill With termite shield and sill Goal SILL PLATE TO RIM JOIST USE: Finish III per agreement LTP4 18" O.C. AT EXTERIOR PERIMETER AND GARAGEMOUSE COMMON WALL Well Conattredion-WFCM Prescriptive Method USE 4 So NAILS AT EACH END Well framing and finishing shell be nellad and or screwed In accordance with Table 3.1 VNFCM GARAGE STUD TO GARAGE SILL PLATE USE 1x9 Pine frsde, wrap SSP CONNECTOR AT rib O.0 t d USE 4 Bd NAILS AT EACH END (TABLE 3.8 WFCM HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 1120 MPH 3-SEGOND GUST . 100 MPH FASTEST -MILE WIND SPEED PER TABLE R3-1.2.1.3]) SHEATHING LOCATION (SEE NOTE a STUD SPACING (INCHES, B.G.) STRUCTURAL SHEATHING OR PANEL SIDING (SEE NOTE 3) MAXIMUM NAIL SPACING FOR Bd COMMON NAILS (INCHES, O.G.) Atuminum gutters and leaders RIM JOIST TO STUD ;ONNECTION USE: E 6 (SEE NOTE 3) 4' PERIMETER EDGE ZONE16 MTS 18dNAI S USE 1 , NAILS. EACH END F 6 (SEE NOTE 3) INTERIOR ZONE 16 E 6 2x4 Studs I®1S" o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. undadaymTent lalfpenlhl with and uarringet the ewes, faotened sljffidently to Wald In piece. pBS44A FOR EACH POST -USE 14 - t6d NAILS p 12 (SEE NOTE 2) Simpson Strong -T1s CSI6 1'/4" COILED E 4 (SEE NOTE 4) GABLE ENDWALL RAKE AND RAKE TRUSS STRAP WIN MIN 12 ALLOWS /.h.\\ Note drllllno and reaching limitations In figure R802.8(1)for bearing wells F 4 (SEE NOTE 4) E . NAIL SPACING AT PANEL EDGES (IN.) F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) L FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 630.49. FOR FRAMING MEMBERS WITH 0.42LG20.49, THE NAIL SPACINGS SHALL BE REDUCED TO le INCHES O.C. 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G10.49, FOR FRAMING MEMBERS WITH 0.42MCOA9, THE NAIL SPACINGS SHALL BE REDUCED TO 41NCHES O.C. 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.421 GT0.4% THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. Simpson Strong-Tle CSI6 14"COILED STRAP Jr." O,G. USE 4 -Bol NAILS AT EACH STUD, WRAP UNDER SILL PLATE MIN OVERLAP IS 12" ' NOTE: tip BTRAP9 HAY BE 00 PLACED EITHER R O OVER p •0 UNDE R H THING - Slmpeon Strong -Tie e•G MTS30C OR C5I6 114" .� COILED STRAP AT EACH ROOF RAFTER USE B-Ibd NAILS AT EACH END STUD TO ROOF RAFTER CONNECTION 'll f IV Slmpeon COILED I•j \ty�1(1�VT\ CSI6 Il4" COILED STRAP - 16" O.C. USE 4-8d NAILS 0 AT EACH STUD 0 MIN OVERLAP IS 2'I" QV FLOOR TO FLOOR CONNECTIONS Ovemanga as note Ovo ventedante RAFTER TO STUD CONNECTION USE; S SILL PLATE TO RIM JOIST AND Atuminum gutters and leaders RIM JOIST TO STUD ;ONNECTION USE: Roof Assepeblles- WFCM Prescriptive Method BRACING WALL PERIMETER Sldinghouberwropana SldlrTyvs MTS 18dNAI S USE 1 , NAILS. EACH END RIM JOIST TO STUD CONNECTION houaEle ap W OSB smoothing, see fastening schedule, Table 3.1 WFCM AT EACH ROOF RAFTER 00 in lwelve(12)unlis hohzonlBl (33•peroent tlape), undedeyment upic 01114 it' 2x4 Studs I®1S" o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. undadaymTent lalfpenlhl with and uarringet the ewes, faotened sljffidently to Wald In piece. pBS44A FOR EACH POST -USE 14 - t6d NAILS 'h" Gypsurm wall board 6/8" Type) S In wet garage WMA GVrVB M wet areas MSTA 36, 16" O C. D USE 4 ad NAILS R CONDITACH ION FOR CANTILEVER CONDITION USE MT812, ifi" O.C. Simpson Strong -T1s CSI6 1'/4" COILED 1/'2" SPACING ��rC Atleast chid window in each $leePing mom shell comp)yy with the exit requirements of section RMO USE 4 ed NAILS AT EACH END STRAP WIN MIN 12 ALLOWS /.h.\\ Note drllllno and reaching limitations In figure R802.8(1)for bearing wells Nit R EACH JOIST OVERLAP AT EACH HIOLODOWN and figure I #802,6(2) for non-bearing Wella. RAFTER TO STUD CONNECTION USE; S Follow exllerior Comer fishing dotell figure R602.10.6 MTS 12, EACH ROOF RAFTER MAXIMUM ANCWOR USE 816d NAILS AT EACH END Roof Assepeblles- WFCM Prescriptive Method BRACING WALL PERIMETER AsphaH strop shingles $hall have a minimum of six(6) fasteners per ohingle (section ROO6.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Undode oroepplica6on (SewtloIT R906.2.7) en GS20 USE 8.8d NAILS IN EACH END For oldopps 'ad"unfts vertical In twtive(12) "alta hadzontel (17 -portent tlopel, AT EACH ROOF RAFTER 00 in lwelve(12)unlis hohzonlBl (33•peroent tlape), undedeyment upic 01114 it' shall he Nwo(2) layer appllad in the lollowlnp manner Apply a 1B -Inch (483 mm)ntrip d DECK POST TO CONCRETE CONNECTION USE: undadaymTent lalfpenlhl with and uarringet the ewes, faotened sljffidently to Wald In piece. pBS44A FOR EACH POST -USE 14 - t6d NAILS Stating altthA ave, Apply 38-Inch-wldo{914 mm) sheets df undorleymant overlapping eucoeseives sheets t 9 In BE (483 mm), and faetoned s.M I.,Uy to hold in place. DECK POST TO GIRDER CONNECTION USE: For tool sllopee or/our(4) units vertical in Melve(12) orae PC44 FOR EACH POST Ice Protection Median R 90527 1) GIRDER TO DECK JOIST CONNECTION USE Undedaymem In High wind (Section R 9D5.2.7 2) Nit R EACH JOIST Flashing (Section R 901 Chimneys, and Fireepeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE - Energy Efficiency -Chapter 11, see attached report MI @ EACH JOIST INSTALLATION ter 12 Generali Mechanical Systems -Chapter 13 PORCH POST TO DECK USE FLOOR TO FLOOR CONNECTIONS - Holding and Cooling Equipment -Chapter 14 2 - AC4 - USE 14 - led NAILS Exhaust Systeme-Chapter 15 CANTILEVER CONDITION Duct Systema -Chapter 16 PORCH POST TO GIRDER USE 2 - AC4 Combustion Air -Chapter 17 USE 14 -16d NAILS Chimneys and Vents -Chapter 18 Plumbing-PanVll PORCH ROOF RAFTER TO GIRDER USE* 1 3/4° MINIMUM MTS 12 AT EACH ROOF RAFTER Slmpeon Strong -Tie EDGE DISTANCE H-2.5 CLIPS o 16" O.C. USE 9 -ed NAILS AT EACH STUD i NOTE, MAX I2" FROM EACH CORNER ANo rr - -11 -= �C. .- ---• ,•- --- - - - - - - WALL TO FOUNDATION CONNECTIONS Simpson Strong -Tie 0210 2X6 AT EACH RAFTER 4G 4-I0d x 1 1/2" le d NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-I/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie U210 2X6 AT EACH CEILING JOIST 4-I0d x 1 1/2" y Simpson Strong -Tie U210 2X6 i' AT EACH DECK/PORCH JOIST 4-I0d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS 4" WOLDDOWN (PHDB) BP ENDWALL CORNER STUD CONNECTED TO TRANSFER SWEAR HOLDDOWN - (PHDS) 2-I6d COMMON NAILS AT 6" O.C. BLOCKING AT 24" O,C. ALLOWS HOLDDOWN INSTALLATION 10 0 a at ° ° 2-I6d COMMON NAILS AT 10" O.G. 0 IS CORNER STUD p CONNECTED TO TRANSFER SHEAR HOLD DOUJN BRACKETS AT SHEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS a (WFCM FIGURE 3,1a 4 4.1b) son 8aong-Tlea Ar -4 AT EACH POST PLAN I Simpson Strong -Tia BSTB28 WITH BP 1 ANCHOR 5OLT DETAIL 2" MINIM SIDECOV RIDGE SImp eon Strong -Tie PB844 AT EACH POST FOOTING PORCH COLUMN CONNECTIONS RIDGE TENSION STRAP CS20 USE 5 -ad NAILS IN EACH END AT EACH ROOF RAFTER RIDGE TENSION -STRAP' DETAIL w a I r„ MAXIMLLM ANCHOR MAXIMUM ANCWOR BRACING WALL PERIMETER BOLT SPACING (IN,) BOLT SPACING (IN.) ANCHOR BOLT CONNECTION UPPORTING EDGE NAIL SPACING (IN.) (I/2" ANCHOR BOLTS) (5/B" ANCHOR BOLTS) jFFOUNDATION I STORY 46 72 SILL PLATE TO FOUNDATION 36 2 STORIES (CRAWL SPACE OR BASEMENT) ALL 23 m B 25 0. 3 STORIES 3 19 20 WALL BOTTOM PLATE TO FOUNDATION I-3 STORIES U_ BT (SLAB -ON -GRADE) 6 36 - - --- -_ -_ uI,MCGI'fAI 0.PP DETAIL NOTE, MAX I2" FROM EACH CORNER ANo rr - -11 -= �C. .- ---• ,•- --- - - - - - - WALL TO FOUNDATION CONNECTIONS Simpson Strong -Tie 0210 2X6 AT EACH RAFTER 4G 4-I0d x 1 1/2" le d NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-I/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie U210 2X6 AT EACH CEILING JOIST 4-I0d x 1 1/2" y Simpson Strong -Tie U210 2X6 i' AT EACH DECK/PORCH JOIST 4-I0d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS 4" WOLDDOWN (PHDB) BP ENDWALL CORNER STUD CONNECTED TO TRANSFER SWEAR HOLDDOWN - (PHDS) 2-I6d COMMON NAILS AT 6" O.C. BLOCKING AT 24" O,C. ALLOWS HOLDDOWN INSTALLATION 10 0 a at ° ° 2-I6d COMMON NAILS AT 10" O.G. 0 IS CORNER STUD p CONNECTED TO TRANSFER SHEAR HOLD DOUJN BRACKETS AT SHEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS a (WFCM FIGURE 3,1a 4 4.1b) son 8aong-Tlea Ar -4 AT EACH POST PLAN I Simpson Strong -Tia BSTB28 WITH BP 1 ANCHOR 5OLT DETAIL 2" MINIM SIDECOV RIDGE SImp eon Strong -Tie PB844 AT EACH POST FOOTING PORCH COLUMN CONNECTIONS RIDGE TENSION STRAP CS20 USE 5 -ad NAILS IN EACH END AT EACH ROOF RAFTER RIDGE TENSION -STRAP' DETAIL w a I r„ PAGE: 2 of 2 ff r LU CD XZ1L m S[ 0. d JU U_ PAGE: 2 of 2