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HomeMy WebLinkAbout30506-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30791 Date: 02/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 565 THE CROSS WAY EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 13, 2004 pursuant to which Building Permit No. 30506-Z dated JULY 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR. The certificate is issued to JLC MANAGEMENT, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0063 01/21/05 ELECTRICAL CERTIFICATE NO. 94202C 01/31/05 PLUMBERS CERTIFICATION DATED 02/18/05 PLUMBTECH PLUMB.&HEATING Au orized Signature Rev. 1/81 _Form No.6 (631 ) clo? - / Z- / / - TOWN OF SOUTHOLD BUILDING DEPARTMENT l� TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: ` A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. f B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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-_$100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 5 6! -7 e C(zog5 L.-4.1 House No. Street Hamlet Owner or Owners of Property: C . Suffolk County Tax Map No 1000,Section Block Lot 9 Subdivision_ f*e 13 Alf- (3cipt-� �/,9r m 5 Filed Map. Z 1� Lot: /6 Permit No. 3t'S0'6 ' DateofPermit. ° Applicant: f Health Dept. Approval: Underwriters Approval: t� Planning Board Approval: t/ Request for: Temporary Certificate Final Certificate: 1/ check one) Fee Submitted: $ 2,5-- 01 Applicant gnature C-0 ?_-3 0� 9 JEFFREY T. B UTLERy P. E. 20 OVERHILL RD. SHOREHAM,, NEW YORK 1 1 786 631 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS December 2, 2004 Town of Southold Building Department Re: Proposed Residence Pebble Beach Subdivision Permit#30506Z Dear Sirs: Please note the following concerning this application: • I have inspected the plumbing pipes with respect to the cut outs in the second floor joists and find that the joists as cut meet or exceed the design loads as indicated on the filed plans. Please call if you should have any additional concerns about this application. �F NES, FREY T.9 L' incerely, i ' ler, P.E. 0 0 3493 �FESSIONP�' JEFFREY T. B UTLERy P. E. 20 13VERHILL RD. SHOREHAM, NEW YORK 1 1 786 631 -ZOB-BB50 3 (, ` LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS December 2, 2004 Town of Southold Building Department Re: Proposed Residence Pebble Beach Subdivision Permit#30506Z Dear Sirs: Please note the following concerning this application: • I have inspected the plumbing pipes with respect to the cut outs in the second floor joists and find that the joists as cut meet or exceed the design loads as indicated on the filed plans. Please call if you should have any additional concerns about this application. ��, OF NE�V Q- �FPEY T.8 `p ncerely, of utler, P.E. 493 AR�FESSIONP�' JEFFREY T. B UTLEFRy P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 63 1 -208-8850 2LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS October 25, 2004 Town of Southold Building Department Re: Proposed Residence Pebble Beach Subdivision Permit#30506Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring for the proposed residence pursuant to the building code and find that the work conforms to the plans as filed with this application. Please call if you should have any additional concerns about this application. of NEW yo BUr �Q* Sincerely, Co ac * �' effi c T. Butle 073Ag3�P�� PgOFESS�O FEB 18 '05 09:02AM SOUTHOLD BUILDING 631 765 9502 P.1 .y Town Hall,53095 Main Road rsx(631)76S-9502 P.O.,Fox 1179 16ijoo Telephone(631)765.1802 Southold,New York 11971-093q BUILDING D r PARTMENT TOWN OF ISOLPMOL CERTIFICATION Date: ,Z ` 8 - Z o 05 Building permit No. �J owner: .T L C M a.r-)a ern C (Please PrO Plumber: � �� 4- (r, print) lead. S certify that the solder used ib the water supply system c,0n ins less than 2110 of 1% (Plumbm Siguatum) Sworn to before me this day of �6r.� 2(LO5 Notary Public, <5LAc) 11County LAURA CANGEMi NOTARY PUBLICS to of Now York No OualMed in Suffolk County— 6�7 Commission Expires March 15, / Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 1/31/2005 375 Dunton Avenue 94202C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. & Mrs. Tony Paladino Street: 565 The Cross Way Village: East Marion Zip: 11939 Town: Southold Section: 30 Block: 2 Lot: 19 Contractor: Elite Electrical Contrg. & Security Sys. Inc. Lic. # 4725-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool XX 1st Floor X❑ Indoor XX Basement ❑ Hot Tub X❑ Residential ❑ Det. Garage X❑ Attic X 2nd FloorX❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 28 38 37 5 2 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/15 1 20 1 30 1 50 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 1 7 1 .+,�,• Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 0 / 1 Bldg. Permit: 3 05 0 G Other Equipment 1 200amp panel with main breaker 1 20/120V specialty outlet 30/220V a/c disconnect Hugo S. Surdi President Rough Inspection: 12/04/2004 Inspector: John McMahon III Final Inspection: 01/27/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 30506 Z Date JULY 23 , 2004 Permission is hereby granted to: D VOYIAZIS (JLC) 877 71ST ST BROOKLYN,NY 11228 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE, & COVERED FRONT ENTRY AS APPLIED FOR at premises located at 565 THE CROSS WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 019 pursuant to application dated JUNE 13 , 2004 and approved by the Building Inspector to expire on JANUARY 23 , 2006 . Fee $ 1, 005 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename:C:\Documents and Settings\JEFF\Desktop\MISC_JOBS\misc jobs 2004\040046-cangemi-east marion\East Marion.cck TITLE:Proposed Palidino Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:05/24/04 DATE OF PLANS: 10/8/03 PROJECT INFORMATION: The Cross way East Marion,New York NOTES: Windows must meet DP 40 or better Low E glass,High performance COMPLIANCE: Passes Maximum UA=530 Your Home UA=416 21.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1050 30.0 0.0 37 Wall 1: Wood Frame, 16"o.c. 3214 13.0 0.0 236 Window 1:Vinyl Frame,Double Pane with Low-E 292 Door 1: Solid 42 0 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1050 30.0 0.0 Boiler 2: ,85 AFUE N �® COMPLIANCE STATEMENT: The proposed building represented in this document is c specifications,and other calculations submitted with this permit application. The propose ye s h es' meet the New York State Energy Conservation Construction Code requirements. When a Register i 1 sit ed and signed this page,they are attesting that to the best of his/her knowledge,belief,and profess' specifications are in co liance with this Code. A Builder/Designer Date ',5' REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release 1 DATE: 05/24/04 TITLE:Proposed Palidino Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ J 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.220 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 2: , 85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ) Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ) Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ) Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ) Water heaters 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 a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DAJT COMMENTS FOUNDATION(1ST) y� y ------------------------------------ — Z � FOUNDATION(2ND) (12 ' 1 ROUGH FRAMING& o H PLUMBING Zia � r INSULATION PER N.Y. y STATE ENERGY CODE l �t FINAL oL , ,G ADDITIONAL COMMENTS C+ 10" CeAt m y AAA, 11,29 _ Nb _ 1 y °z d d y BU1Ll INU ft MIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD, N1011971 3 sets of Building Plans____ TEL: 765-1802 Survey. PERMIT NO. O 5VG Z= Check Septic Form N.Y.S.D.E.C. Trustees Examined ,200v. Contact: Approved 7 o"t ,200�/ Mail to: Disapproved a/c �3 a— Phone: 9 9 Building Inspector APPLICATION FOR BUILDING PERMIT 13 2004 -Tu I y 12- , 20 ay . Date INSTRUCTIONS a.This application MUS e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of kBuilding 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 her ' escribed. The applicant agrees to comply with all applicable laws, ordinances,building code,hous' g ode, and regal ons and to admit authorized inspectors on premises and in building for necessary inspections. X M " ( ignature o applican ame,if a corporation) 7 G r-czai I e Ln , M o nc �=S (Mail' g address of applicant) ) 1 940 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or.builder W h c►^ Name of ow r of premises M C� t2 emer,� h C (aMn the tax roll or latest deed) If ap lic is a co ti , signature of duly authorized officer Nam,e an e o e officer) Bull ders License No. Plurribers License No. 3 I H 2 - M P Electricians License No. / 7uZ 5- M Other Trade's License No. 1. Location of land on which proposed work will be done: 15G 5 THC. Cross WaOG has � pan-6n House Number Street Hamlet County Tax Map No. 1000 Section 3O Block 2 Lot /, 9 Subdivision Pe b i e.. 8 cac h Farren S Filed Map No. �2 a .o gyp, Lot 18 (Name) . State existing use and occupancy of premises and intended use and,occupancy of proposed construction: a. Existing use and occupancy VC's can -- LGLr�. b. Intended use and occupancy On e -P r S eo Nature of work(check which applicable): New Building ✓ Addition Alteration _ Repair Removal Demolition Other Work (Description) Estimated Cost �' ! 3 5, 000 . O 0 Fee (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 If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front RearDepth, Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front L1 Rear t21 L LI �� Depth Height 26 , G, ►► Number of Stories^ 21 Size of lot: Front 7G I Rear 76 Depth -276 , LA-5 0. Date of Purchase--5/2,7 IO I-1 Name of Former Owner \/(S�( 1" Q Z►' -z 1. Zone or use district in which premises are situated P e.h k el 8(f a C I-) FO-y-m S 2. Does proposed construction violate any zoning law, ordinance or regulation: h O 3. Will lot be re-graded e s Will excess fill be removed from premises: YES 4. Names of Owner of premises.31.0 1Lt QnG m 4 Address C P(,o OrIlS NO Phone No. 9 0 9 - I a 1 Name of Architect ae v`I-I r Address Phone No o108-865_0 Name of Contractor JLC. na ` �— Address SGm C- Phone No. SCun e- 5. Is this property within 100 feet of a tidal wetland? *YES NO � • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6.Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: 'OUNTY OF Sohn G. Co n r-rn being duly sworn,deposes and says that(s)he is the applicant (Name of individual signiQ contract) above named, i)He is the () Lk -)e-r Con-t -a C4-o r (Contractor, Agent, Corporate Officer, etc.) f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. sworn to before me this �3 day of J\ 2004 f No u is Signa Applicant STEVEN E.LOSQUADRO �j Notary Public, State of New York Reg. No. 20L06076843 Qualified in Suffolk County Commission Expires April 28, "k PUffiRINIa 1 l r Applicant/ Date. Owners Name:, �. Reviewed: 7 Architect/ Date Engineer: 1-/I Submitted: SCTM #: District: 1.000 Section: 30 13 lock: vZ Lot: Project Subdiv Location: � � � � Name:isiC,fi-r� r $i",le& separate Required certtfcation: (Yes f No) Rq Co oing District 7, (Lot size:/ Actual: b ( (I,ol coveragccR d-•4 Vrolwscd 1 Req. i / Req. (f=rom Yard �. Pro fwsed:—_. I' (Side Yard 73 /7-1 3-1)ropos;�—W-5 I (Rear Yard �_ proposed- Project Description: / Ge(,- A.GENCUERRWIS .Permit . EQUIRT.D FOR REVIEW N.A. NO YES mNA Ln ber Suffolk County Health-Dept. !/ New York State. D. E.C. Town Trustees Town Zoning Board approval: _ r' Town Planning Board approval: 7L— Town Plane Elevation??? Flood Zone: ,231 X N4 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH--/ Seismic Design Category:B, Weathering: Severe Frost Depth: 36"_,Z _Termite:M-H_z Decay: S-M Design Temp: 11_ Ice Shield Underlay: YES_4 Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS /PRESCRIl'TIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: 1\1ISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N.,'/ MEANS OF EGRESS: Y/N -- PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y-/,------ CERTIFICATION: " -r----- ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: T /03 APPLICANT: DATE SUBMITTED: —/—/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO —/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO —/BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7t REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or NO DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES or NO DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or NO DTE / / PERMIT #: TOWN HISTORICAL PRF, (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (-SF)- ( SF)= SFX $ =$ +$ +$ = $ 2. (-SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $-=$-+$ +$ = $ FINAL TOTAL: $ �o�aOF SOpT�o� Z e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L'` �'d' • DATE /7— INSPECTOR �' 76s.iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ! 1 CATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTOR_,Z1L 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDINSULATION + RE jN$P [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• ��- to, 0 �C moo- DATE /� � 6� g INSPECTOR / " - 30s���, 765-1802 BUILDING DEPT. INSPECTION [,.J'�UNDATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J � DATE INSPECTOR 1 3u5 6 - 765.1802 BUILDING DEPT. INSPECTION f�. [ ] FOUNDATION IST [ �OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ r4RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: f,f c DATE 4 do -�)INSPECTOR Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/13/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1304 Total Paid: $10.00 Name: JLC, Management Inc 7 Bradley Lane East Moriches, NY 11940 Clerk ID: JOYCEW Internal ID:98123 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. '(/-,' e+95.6 D © , 0,4R,< SROG✓N LOAM(OL) EXT L„p -1 �A _ —_.l_ N Y.4Dti/N F/NE D 575, COARSE SANG (5-W) pCZ -Roe 2STY (75 a 7"6'57- f-/OG E ON Sr Arc o0, 444,0 �'EoscrE�vcE Map of Lot 18 o "Map of Pebble Beach Farms” Filed: June 11, 1975, Map Number 6266 Situated at East Marion Town of Southold, Suffolk County,New York District 1000 Section 30 Block 2 Lot 19 n Certified To: J.L.C. Management LOT /9 GOT /9 LOT /7 Sunrise Abstract AREA= 2/, 9� V/� VAG9NT � L07' G liAc,9�VT rr ANTHONY ABRUZZO R.L.S. C REGISTERED LAND SURVEYOR " �,��1. 1500 Hortons Lane } Y' Southold,New York 11971 f �► ° (631)209-0676 SURVEYED: April 20, 2004 Scale: F'= ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. 3 2004 ELEVATIONS REFER TO AN ASSUMED DATUM. 1-11 VL _�-cl a v 9s I N � n 3G.d 27- Q ` /8.3 U rn � Map of Lot 18 "Map of Pebble Beach Farms" Filed: June 11, 1975, Map Number 6266 Situated at East Marion Town of Southold, Suffolk County,New York District 1000 Section 30 Block 2 Lot 19 vo � Certified To: J.L.C. Management 107- 19 GDT /8 LOT /7 Sunrise Abstract AREA= 2/, 202 S.F 9 LOT G vQc,9�u7- ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane * Southold,New York 11971 w (631) 209-0676 SURVEYED: April 20 2004 /WIVpA7-10/V L00,4r101V 9`704 SET 4)-INS 8/13/D¢ REV' PROP 1-167C/5E 7'/2/0¢ Scale: F'=30' ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. '+95.G X � � I 75� a 2-7'Y Fi, �I 111-7"1;99 D V,{ O,G.F. �° 970 I b I I , Map of Lot 18 "Map of Pebble Beach Farms" Filed: June 11, 1975, Map Number 6266 Situated at East Marion I Town of Southold, Suffolk County,New York District 1000 Section 30 Block 2 Lot 19 I N � o v a " i Certified To: J.L.C. Management LOT- /9 -0 7' /9 Z07- /7 Sunrise Abstract AREA= Zl, 202 S,F I � �k 9Q. lJ.0 4.4 6*,f,,V,-OR7- a/-v �- ,::2 o I LDT G v-�cANT ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR .� 1500 Hortons Lane �► Southold,New York 11971 * (631)209-0676 SURVEYED: April 20, 2004 uMO REV' RROP, Scale: X=�30/'.` ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. SEPTIC SYSTEM AND WATER LINE LOCATIONS ARE BY THE CONTRACTOR. OFFSETS AND HOUSE MEASUREMENTS ARE TO THE FOUNDATION. IN f � it ,�`°• �• �� N t le.3 2 5 7\1 p loop 7�7 (A • t � Map of Lot 18 "Map of Pebble Beach Farms" Filed: June 11, 1975, Map Number 6266 Situated at East Marion Town of Southold, Suffolk County,New York District 1000 Section 30 Block 2 Lot 19 Z07- /9 GDT /8 LOT /7 .-- ,4RE.4= 2/, 202 . . W4 —44;Z iou Qom'G'•*I"E�MGD,QT '� "' � `��'�' ����` � k. �}..., .w a V4C,4,A17 J ZOT G Certified To: Anthony and Joanne Paladino ANTHONY ABRUZZO R.L.S. Sunrise Abstrac, LLC REGISTERED LAND SURVEYOR Wells Fargo Bank,N.A. 1500 Hortons Lane Southold,New York 11971 (631)765-3462 SURVEYED:April 20, 2004 FOUND. LOC.: September 7,2004 FINASURVEY: DecerAber 18 2004 Scale: 1"= 30 ( DE5lrzN CRITERIA -THESE PLANS ARE INCOMPLETE_ WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)- TABLE R501.4 WIND SUBJECT TO DAMAGE FROM MINIMUM UNIFORMLY DISTRIBUTED LOADS (f°SU WINTER CE SHIELD USE/ GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF SNOW DESIGNLINE LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION USE ONE LOAD LOAD IMPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS EXTERIOR BALCONIES 60 MODERATE SLIGHT FO FROM 1998 PERIMITER EDGE ZONE • 31.2 peF EDGE ZONE • 29.1 peF FIRST FLOOR • 1050 50.FT. DECK5 40 45 peF 120 B C SEVERE 4B" TO HEAVY MODERATE 11 YES FIRM MAPS 40 peF 20 pef INTERIOR ZONE• 29b pef INTERIOR ZONE • 24.6 pef R-3 2T6 .EEOCND FLOOR • 10p2 SOFT. TYPE V PA66ENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOM$ OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 O 2- OPENING PROTECTION BY --- D STRUCTURAL PANELS WOOD FRAME CHIMNEY CONT, RIDGE VENT-__ 12WITH VINYL SIDING '_" '_' - -- _ _ � _ �_ "' . - - --- - - . . ,-- _ --- _- � - _ _'.. - �.- PER6UANT TO 160914 SEE FASTENING SCHEDULE ON T _ - _ DETAIL SHEET IN THIS SET - -_ ASPHALT ROOF bHINGLES (TYPJ 7 SEE DETAIL SHEET JIND CONNECT 12 - _ REQUIREMENTS /-- VINYL SIDING (TYPE - __- - ---- -- --7 -TOP OF PLATE -- - - - CONT. RIDGE VENT - - STEP ro - TTP. _-- -. . - -__ __ -sr �-_-- � • mss- - �-___ __ � ' -_ _ __.-_ __ __- - �". ___.-' - - � -- --..- - - :-- .__ - � __- _ _ ___ -_ -TOP OF CEILING - _- - - - � --- TOP OF SUBFLOORIII - - - - 4ql - _- ' -- - __ IR'0 XIIO" D.H.D. - - --TOP OF 6UBFLOOR --- ' - - - - - - � Q In --- - L Y. GRADE -_ _-TOP OF FOUNDATION - _ _ _ (1 GRADE ll- Z - i 1 Lu ro � PLUMBER CERTIFIC4 7'ON — — — o — - - -- — — -- ENTE'F 'RE } Q B" 16" FND. WALL ON-LEAD CONT F' -- PLUMBIN oN I6" X B" P.c. STS, STEP FOOTING - - TESTING G CERTIFICATEOFOCCUPANCY o ) u -- --' UMBING WASTE --- ER LINES NEED SOLDER USED IN WATER 30 D FOOTIN _ __ BEFORE COVERING SUPPLY SYVEM CANNOT m LA O -- - -- ------------------- = - -TOP OFFoanNG --- - — 2/10QF19LLEAD. ' EXCEED ~ a m - - - - - - - ---------- ----' - "- - - - ----------------- - -- --- - ----------------------------- FRIGHT SIDE ELEVATION FRONT ELEVATION (K WOOD FRAME CHIMNEY LIL WITH VNYL SIDING _ _= OPENING PROTECTION BY - - - --- .. -- - _ n�yy��V LL __-. - - - - - - - "- _- - - --- - __ - - CDtlES F WOOD STRUCTURAL PANELS - -_ PER5UANT TO ISOs 14, SEE FRAMING UNTIL SURVEY DO NOT PROCEED WITH MEQ THE REQUIREMENTS HE Lu HAS BEEN APPROVED, OF NEW R_KSTATE. FASTENING SCHEDULE ON OF FOUNDATION LOCATION W ---- DETAIL SHEET IN THIS SET � y� EN "TION - - - -.- _ __ - - - _ - -- _- - - NOTED SEE DETAIL SHEET FOR __ _ _ APPROVED OR NEW�y HIGH WIND DONNE _ DATE: B.P 1 REO R UI yT. v 765-1802 IFY BUILDING DEP - - _-TOP OF PLATE O7 -- - = DATION �u�EENTM�r 2. ROUGFORPOUR�CONCj PLUNBWG _ _ _ _ _ --— ------ ___ — - - - -- --- -- - 3. INSULATION 7F _ _ _ - -- I. • CONSTRUCTION MUSTREOUIREMENTS OF THE CODES OF NEW F.E. ALL CONSTRUCTION SHALL MEET THE m - YORK STATE NOT RESPONSIBLE FOR — _ CONSTRUCTION ERRORB. zp $ _ -_ - _ - _ _ -TOP OF SUBFLOOR - - . ._ _ _ - - - __ - __- - - - - - -__ - - - - - -- -TOP OF CEILING _ _- -_ ____ _ _ _ - 5 U.1 —_ - W CIEr Lu LU - - - _ 'll o as - - a � � _ o -_ - -- - _ - - _- _ _-TOP OF 5UBFLOOR _ - _ - - - -- -- - _ _ _ - - - . _ _ a _ Y OR o WOOD PER AND - __ -- --TOP OF FOUNDATION - - - - --_ ____- - __- - - - - - _- . . - _ RAIL PER "ODE - - - - = O u - - - _- GRADE �� O , GRADE E t w r ------- S�, . ®F 0- d GIPAN Y _ - ------- n 0 u o o UNDERWR'ERSCERTIFICATE CERTIFICATION OF AEDU,IRED' NAILING Si CONNECTIONS "EQUIgED. STEP FOOTING --- ' •,(� _ 3o DEG MAX. _- - _____ _ -_ -__�___ _. .. - _ _-TOP OF FOOTING • ____________ __ •_ -___ _______ -- -___ __ ____ ____-_ ___ _-- ----__ -- IP PI --- -- FT SID ELEVATION - -RE - - ------ --- ------ --- -- ----- - - - - - ---- - - - " ----- - -- -- -- RETAIN STORM WATER RUNOFF FLAODZO , - -- - - - - - � 1of3 - --- - ------- -- - - --- - - -------- - - r�lY�Vd,TFI C,HIAFTEIR"as REAR ELEVATION LE E PURSUANT TO SECTION 45-IOC F�-66b DA4dvPcd€ TUN OF THE TOWN CODE. SOUTHOLD'TOWN'COm. OPENING PROTECTION BY I WOOD STRUCTURAL PANELS ONT. RIDGE VENT 4" V PERSUANT TO I60B.IA, SEE 2x10 RIDGE � 3x6 RAFTERSTHING FASTENING SCHEDULE ON IQ" GDx SHEATHING DETAIL SHEET IN THIS SET 15' FELT ____ 3 ASPHALT ROOF SHINGLES r 1 SEE DETAIL SHEET FORLAY r V HIGH WIND CONNECTION TUBI i TUB/ 2X4 G.T. 32" O.C. n REOUIREMENT5 SHOWER 3', SHOWER r SECOND FLOOR r 777 ATTIC 2.. 3.. y. r 2. 3„ 3, 3 3" R-30 INSULATION L , SNK TOP OF PLATE — /]" GUS 11014 OH MAIN FLOOR CONT, VENTED VINYL SOFFIT (TYP.) 1/T GWB 3X4 STUDS BEDROOM +2 CL. BEDROOM •3 R-13 INSULATION FAI 1/2" CDX SHEATHING 3" --- TYVEK HOUSSI C.O. VINYL SIDING Z O ' G.O. C.O. m " 3/4" SUBFLOOR TO AN APPROVED W SANITARY SEPTIC SYSTEM IX TOP OF SUBFLOOR — - — 4" TOP OF CEILING — W� — - 1/2" GWB CAST IRON HOUSE TRAP FAMILY ROOM KITCHEN - FLUM81NG R16ER DIAGRAM (NTS) m TOP OF SUSFLOOR — - — 3/4" SUBFLOOR TOP OF FOUNDATION — R-30 INSULATION r W m P'TCH GRADE AWAY FROM FOUNDATION 2-13/4" x 11 roe" M.L CELLAR WITH 3 V2" STEEL CO, 2-3x6 CCA SILL ON P.0 FTG 1/2" ANCHOR BOLTS SILL SEAL TERMITE SHIELD 4 D x 6 NC. FOUNDATION ^/ • !'•A SLAB ANON OONC. FTG. // . l __, M1 W o AMPROOF BELOW GRAPE TOP OF FOOTING — - — I w ♦ EE DETAIL 6H SP FOR 1 OR BOLT SPACING i SECTION A-A 54,4,. Q� � m LU m 7'0" 19'M1" 1''J" 3'4" 12,�„ LjL 'I r r VERIFY M.O. r VQ )- Q iX Z U- IA o � -- 2BIT __ 2BIT dl Q - ; ------------- 0 _ t2 6 .. - . , , .1 . , . . m . . _ r II � � m ♦ r DROP FOUNDATION ' µJ i • N ' BELOW GARAGE FLOOR 1 -� » , ♦- 16 x13 P.C. r PIER, TTP ' OPENING PROTECTION BT , 0 - ; 4L WOOD STRUCTURAL PANELS i EXCAVATED CELLAR 141411 PERSUANT TO SOS 1,A SEE FURNACE r _S N FASTENING- SCHEDULE ON 4.. P.C. SLAB a - ______• - DETAIL SHEET IN iw5 SET i 11 O i I I 1 - I Z ♦ ._____, 5/B" F.G. GWB i ♦ - 1 i • �•®R ����® . . OVER FURNACE ' __ _ SEE DETAIL SHEET FOR PER CODE r ."' ' ,4 __-_; . T_________________ _ r HIGH WIND CONNECTION BEAM POCKET r _ ' GROUT SOLID r REOWeEMENTS r 1 _ • r r -- r 1 2-1 3/4_ I 1 r Jy _— ♦ i • p '� _ T fl.• _ �_ /„xll VB"� I_ "xll l/B" i i 2-1 B/4Mx11 VB" i - i pry • 01 2-I 3/4"x11 �/B" I 3-I 3/4"x11 l/B' 2-I 1 � ♦ I " r r r r m y RIDGE FEN' ' M.L GIRDER 1 r M.L. GIR —i �.0 RDE — 1 SHINGLE RIDGE GA= _\ r GaRDER ; , UNEXCAVATED GARAGE •` r L __ __ . r 1 1 3 Vz" STEEL, r UNEXG , JEFFREY T. BUTLER, P.E. GROUT SOLID I �- _ — _ I I•_______. "__ t ' r_____. A , r H,L.. ♦ BEAM POCKET r P C. SLAB r EXHAUST GIR POLUMN 1 b'x6" 10/10 W.W M. ' m _ 30 X30 XI12" POURED t , ON 4" POUROUS FILL t SHINGLES ROOF SHEATHING /TTP.- I W _]-F.J. ' CONCRETE FOOTING _ PI GH TO O.H.D. m FELT PAPER , ' Iwo _-_ M1„ ayFICAL W r U DROP FOUNDATION Z n � n I � ♦ nn ZU TECO ALL ' r LL U BELOW GARAGE FLOOR p a r r FO a FLUS. F A y 0 W Z a O RAFTER W,.p I CONNcCTICVS iia r , � • } O 0 O I W UfW n r ___ a LL a , 3 Z z' Lu C 1 mLp o I 0 I I I I - _ R�GE BE_., 1 , 1 1 r FRIDGE VENT DETAIL I • , N v 1 v� .� . .� •� r ♦ t ,♦ Q w ______________________ ----------------------------------. axe CCA W1 3x3 LEDGER BOLT co p OCL O Q LL 0 Y li 2° - l•M• LL ' 1-2 x8 GC4 0_0. GIRD ` 2xB GGA BW GIRDER / r 2-2.6 CCA B U GIRDER I \y_2-2x6 C A EI GIRDER ?2xB CCAU_G_RDrE�.' - _- _- LO PORCH ABOVE _- IB" DIA x 42" DEEP 3' I0' 12'4' P.C. PIER ON 2 - 20"x10"x6" PC. VERIFY M.O, PIER UNDISTURBED ]M1'(J" 19 4' SOL) 4"x4' CGA POST, ANCHOR TO PIER ITYP./ FOUNDATION PLAN ; 2 of 3 SMOKE DETECTOR <0 INTERCONNECT PER CODE 79 0 2'0" 36'0" WINDOW 4 DOOR SC"EDULE: WINDOWS MANUFACTURED By ANDERSEN - 400 SERIES (UNLESS OTHERWISE NOTED) 2'10" q'2" 10':' T 0" :' IP' DOORS MANUFACTURED BY T14ORMATRU (UNLESS OTHERWISE NOTED) UNIT CLEAR OPENING GLASS VENT TOP OF SUBFLOOR TO COMMENTS QUANTITY OPENING PROTECTION BY TW3032 TW30462 TW3U46 TW3046 WOOD STRUCTURAL PANELS NO. SQ.FT. I WIDTH HEIGHT l6Q.FT,) l5O.FT.) TOP OF INSIDE $ILL STOP L PER6UANT TO 1609.64, SEE FASTENING SCHEDULE ON DR DETAIL SHEET IN THIS SET TUB/SHOWER aTW1B32 3.31 79 l/0" I6 V4' S.90 339GL5'0" 0" ITU" ?W3037 3.87 93 l/B" 16 1/4" 6.01 9.05 44 V2" 2BEE DETAIL bHEEf FORHIGH WIND CONNECTION6 REQUIREMENTSTW30310 4.16 33 1/8" 20 I/4" 8.89 4.-19 % /7" I 6 W.IyCOOM •dMEETS EGRE86 REOIIIREMENT6 8 TW3046 5.1 33 1/8" 24 1/4" 10.31 5.13 2B 1/2"G. HGT. - PER NT6 CODEBATH • .4 CL. BEDROOM •3 O W P 11Bb" CLG HGT. A_ _ TW3046-2 5.1 33 1/0" 24 1/4" 2062 1146 2B 1/2" MEETS EGRESS REQUIREMENTS PER NYS CODE HEETS EGRESS RE UIREMENT6U TW3052 6.64 33 l/B" 2BI/4" 1703 661 10 I/2° PER NY5 CODE6 ms' 2 5/e' (m/ b'e" ro BOTTOM OF HEADER HEIGHT) ANDERSEN 200 SERIES 3 T+" 2'+" TM1" 16 `� 7811 2.8 793/8' 1315/16' 1.6 3.2 C.O, SO" CLG, LG L B DOORS _ R�I PER CODE RIDGE o 1068-3068-1068 F Ir WE l' BEARING WALL P6 6 16.11 3013/16, - 10.% 16.11 ' MASTER BEDROOM 'd � �, 3068 1 ' CLG. HGT, m - 1 e'O"x1'0" O.N.D. CLOPAY "WINDGODE" 1 0 JCJ _ BEDROOM 02 u a i "A 8'O" CLG. HGT. _ W r _ _37X8 H■DR :_ _ � � . x x K4U TO"I ;, B H .s /CATHG.A W 1'_'U' 7 4" 1 13.0"1 120" m u % RR' I 2X8 R\' , I v z TW3U463ow CT T1h3(46 7W304 T%3113111' cq � m 5614" 3.4„ 6'n^ W 3616' Ii o" J'J" T11 54'4" 'Q r x 03" 12'0" 19 } 5TEP5 AND RAIL TO ••+ m Q GRADE PER CODE, TYP Q SECOND FLOOR PLAN STEP STEP H OLu TtVJas2--'_ rs 6_ _ Tw9UJ2 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - O �I LIVING AREA = 1002 SQ.FT, '77- L _ _ O-=- T2-2x12 HDR ______, IIDNSMOKE DETECTOR 3 ; Fc i I�r INTERCONNECT PER CODE FAMILY ROOM V e CARBON MONOXIDE DETECTOR e'o" CLG. HGi. _ "--- 1D EXT ONE PER FLOOR a - u- 12-4" T IN' IU" S{; I tri U" Lu IH- W OPENING PROTECTION BY LV 1 II BREAKFAST Poop STRUCTURAL PANELS 0'O" CLG. HGT. ! Q KITCHEN - • • EN IN ER: PER9UANT TO 1609 l4, SEE _ FASTENING SCHEDULE ON 10 PREFAB. ZERO CLEARANCE -; w SO" CLG HGT. 01 , R o W DETAIL SHEET IN THIS SET .-n, - WOOD BURNING FIREPLACE ° m '1jL� m W WITH 20" HEARTH PER CODE (NFPA 211) . 1 ❑In PROVIDE FRESH AIR INTAKE ow- AND QAND GI-A66 DOORS PER CODE LL RHF ® - vERIFY SIZE, RAISED HEARTH SEE DETAIL SHEET FOR POWDER _ pAg AGH WIND CONNECTION 1 11 E F _ _2x12 RICGE ABO _ _ REQUIREMENTS n'U" IS'S" 4'5" 5111. 9'O" CLG. HGTII 3-I 3/4"nll 1/B" M.L. GIRpER I� 4-2X4 POST 4-2X4 POST I L v I i 4 6'O"x B" TO BEARING WALL 3'O"x61T.O. 'C' T.0, 4'o"x 'B" i CAR GARAGE I - JEFFREY T. BUTLER, P.E. a 1 3-I 3/4"x9 I/4" M.L HDR. -)x10 R. 2-2x10 HDR. 2-0- ° D IN y 5/8" F.0 GWB ON WALLS • 1 CEILING PER CODE $ I O LIVING ROOM e m W LJJ m Bb" CLG. NGT E U I IN A " 6 m m V STAIRWELL ° 1 LZLI m J W 4" `,2. 'o ° DINING ROOM p ° °° - U Ir 1tl'U" I Q v • - A ° CI _m • 8'O" CLG. HGT. 1 (n ° ° LIGHT t VENTILATION SCHEDULE: _ cc ° w 9 g 1 _ LL 1 3/a^x11 T/B" v/L HDR 9 Z PEN Ism Ft PROVIDED REQUIRED vPROVIDEDN VENTILATiON i --�- 3SERS 12'0" RISERS Z - - - - - - - - - - - - - -x110-' O.H.D- Q to O ROOM FLOOR AREA IT0" N'4" +" TU" 1 12'0" _ _ _ _ _ _ _ _ _ _ 4 Z a ISQFT./ 150.FTrS^ FT: (5Q F-, 0 a FIRST FLOOR : Ik _ JJLa FOYER LAN\G R00-' 20 5 24 06 16 12 15.34 8 06 = r lO 18'0" CLG. HGT. _CL_ Q LU W 111 Y t v 1-2.12 HDR IIi- --- -i 1 JWYG ROCI" -55 i4 G6 4C4 334 1.G2 TWLI068-3068-1068 - �"TW 3052 , O ° 3REAK=A 414 5 Si 3r n 9E 33 97 Ib 3B a A" C C fW30i'_ TW3t1iT a 16" C, O LL ' KITG-E4FA"' I U a O ry N .QiI � O ° COVERED PORCH c o v I SECOND FLOOR A51 J U ,� \� !5/a"x6" PISCKING \eyA I CLI z w W x j u ° ML6TCR 5 n[ :o " 4` 1G 3 FIRST FLOOR PLAN I 2-2x1 - I GI 2-2x10 GIRDER & 10 1 DER 2-2.10 GIRDER BEDRGO 5x5 COLONIAL BECRCC^ ! 'S ]" 6[ 4 G4 146 T G] �- - - - - - - - - - - - - STER6 AND.RAIL - - - - - - - - - - - ` I PORCH POST, TYP, LIVINICa AREA = 1050 SQ.FT. - - - - - - - - - - - - - - - - - - - - - - - - -- PER CODE 6TH EECRC�� -3 GARAGE AREA = 319 SQ.FT. PAGE : B-DRoc� •4 � [G 62 .4a 146 624 SMOKE DETECTOR 3'4" 6'o" tl'%" N'R" h'0" J'+" IU'0" g'J^ INTERCONNECT PER CODE 1x'4" — 354 20 6i 1084 L46 54: 36,0' e CARBON PER MONOXIDE DETECTOR ON3 of 3 ONE PER FLOOR 504" Iz FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.C. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-106 NAILS 1 GABLE END TRUSS FASTENER SPACING E w 2 FEET 4 FEET EE T PANEL SPAIN S PANEL SPAN C PANEL C PANEL SPAN FASTENER TYPE 2 FEE 4EEE FE ET WOOD SCREWS 1 "NAL2 1/2" -8 6" 16" all ` WOOD SCREWS 14/3 BUT NEED NOT H Sd COOLER NAILS AT 10" O.G. a. THIS TABLE BASED ON A MAXIMUM WIND SPEED f3 SECOND GUST) OF 130 MPH AND EXCEED 40 FT. MAX. MEAN ROOF HEIGHT OF 33 FEET OR LESS. HR BUT NEED NOT /\\\ 2"x4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BRACE WITH 4-I0d NAILS a NAILS SHALL BE IOd COMMON OR 12d BOX NAILS EXCEED IS FT. MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM �x 56 COOLER NAILS AT l" O.G. 20 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) z AND A MAXIMUM OF a FEET (2438 mm). I"d NAILS o N L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. g. TABLE FROM SBGCI - ISSe EDITION. FIGURE R403, 1.1. 1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3,11 N W F C O 1 EXTERIOR OR BEARING WALL r TOP PLATES m ENDWALL---__, ,JOIST A A .t-STUD NOTCH GREATER THAN 50X OF THE PLATE WIDTH BLOGKIN BLOCKIN BORED HOLE MAX 166 NAIL AT 24" O.G. GYPSUM BOARD DIAMETER DEPTH W OF STUD DEPTH I6 GAGE (0.054") AND 1.5" WIDE • METAL TIE ACROSS AND TO EACH SECTION A-A 5/8" MIN, TO EDGE SIDE OF THE NOTCH WITH III NAILS EACH SIDE X WOOD STRUCTURAL PANEL W LL 6 UJ 5/B" MIN. TO EDGE INSTALLED IN ACCORDANCE FLOOR BRACING AT END BAYS Ed NAIL AT 6" O.C. WITH NAILING SCHEDULE � ca NOTOH MUST NOT EXCEED TOP PLATES (TABLE 3.1, WCFM HIGH WIND EDITION) (ALL PANEL EDGES) 40% OF STUD DEPTH (WFCM FIGURE 3.11 _ - n 8d NAIL 4T 12" o C. ON ALL N V fA PIPE FRAMING MEMBERS NOT AT V (X PANEL EDGES � O BORED HOLES SHALL NOT—/ (a) OUTSIDE CORNER DETAIL �— X } O BE LOCATED IN THE SAME Ed NAIL AT 4" O.G. Q W CROSS [Q Z O SECTIONO GU OR GYPSUM BOARD Lu O NOTCH IN STUD TOP PLATE FRAMING t0 AICCOMMODATE PIPING Bd NAIL AT 6" O.0 W eo (ALL PANEL EDGES) IL m 12" MAX. � NOTCHING AND BORED HOLE LIMITATIONS NAILS BASED ON SHEAR WALL REQUIREMENTS W FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL I f I INSTALLED IN ACCORDANCE (WFCM 1995 BBC HIGH WIND EDITION, 3.4.3, 1, 1) 16d NAIL AT 24" Q.G. WITH NAILING SCHEDULE ENG1 NO CEILING (TABLE 3.1, WCFM HIGH WIND EDITION) 'y DIAPHRAGM CENTER 2x BLOCKING ON SHEATHING JOINT OF RAFTERS AND CEILING REQUIRED ed NAIL AT 6" O.C. ON ALL JOISTS OR APPROVED FRAMING MEMBERS AT PANEL ROOF TRU55 15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O.C. ON ALL ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES ' TOP PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAILSEE 0}9y NOTCDHIING PROVISRILLING SIIONS GABLE ENDWALL, BALLOON FRAMING mss BE C T PERMITTED TO PREFERRED METHOD EXTERIOR CORNER FRAMING TOP PLATES FLOOR JOIST- BETWEEN TRHESE LIMITS WALL 5ruo- JEFFREY T. BUTLER, P.E. SEE DRILLING AMID SEE DRiU-ING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 S WFCM SECTION 3.3.1.1.1 1/31 SPAIN 1 1/3 SPA JOIST ENDS TO BE w Z STUD O 1 BLOCKED IN ACOINST ROOF FRAMING DOUBLE TOP PLATE 4" 4ALL 4 2 WOF Az T ROTATION IN ACCORDANCE WALL O WITH WFCM 3 31,3-END RESTRAINT �n O a FOR BLOCKING AND 3.3.1.4 BRIDGING W V WBORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING DIAMETER 40. OR BLOCKING SEE WFCM SECTION 335/ STUD DEPTH 6Tug W4 NBEARING R PLE s uDS 21" CLEARANCE L5/e" MIN. TO EDGE 'WALL TYPICALcHEADER CONNECTORS �JJ 4-1 w5/8" MIN. TO EGGE AA REQUIRED O LAP JOIST 3 IN. MIN. �1 O BOTTOM FLATE LAVATORIES z N NOTCH MUST NOT EXCEED BAND JOIST WATER SHOWER n' 25% OF STUD DEPTH OR BLOCKING Q ¢ Q FULL LENGTH CLOSET NOTCHES SHALL NOT BE WALL STUDS WALL OR BIDET w Z ( z JOIST HEADER STUDS LOCATED IN MIDDLE ONE-THIRD SILL PLATE 5" 15 WALL W Q p NOTE Q Q O r OF STUG LENGTH CRAWL SPACE IF HOLE I5 BETWEEN 40. AND 60, SUBFLOOR UPLIFT CONNECTION IS REQUIRED OR BASEMENT - 0 3 OF STUD DEPTH THEN STUD MUST BE '-------------------- AT EACH END OF HEADER AND Q BORED L s LL NO FOUNDATION - �-- UB u BE -OCATED IN THE SAME DOUBLE AND NO MORE -HHAN TWO LL AT BOTTOM OF HEADER STUDSSAT IN CROSS 5EC-ION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED NtJiUPLIrt ADDITION TO CONNECTORS AT AND SO BORED CC�taNECtQ WALL STUDS AND AT TOP AND NOTCH W S-UC " R��1UIR�Q Iii BOTTOM OF CRIPPLES q ii I1 21" CLEARANCE 21" CLEARANCE A NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE B BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT FAGS I (WFCM 1995 SBC HIGH WIND EDITION, 3,4, 1, 1, 1 WATER CLOSETS CONNECTIONS FOR OPENINGS FIGURE R3012 of 2 MINIMUM FIXTURE CLEARANCES The design of this structure a based u un theprescriptive a roach using the GENERAL NOTES' (TABLE 3.8 WFCM HIGH WIND EDITION) 9 P PP 1 All work shall be performed In accordance with all state, 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REOUIREMIENTS FOR WIND LOADS and Paper Association. T!995) having jurisdiction and best standards of construction (110 MPH 3-SECOND GUST • 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.31) Non-structural elements are based upon The New York State Residential Code-January 2003 practice (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria, see Table R301.2(1)on cover sheet. he American Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumbar to be Douglas Fir#2 or better to all work performed on this project. SHEATHING LOCATION STUD SPACING Wind Limitations-Section R301.21 (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR Bd COMMON NAILS Z The ancien [or shall verify all the alone i the elle Any (SEE NOTE 3) (INCHES, O.C.) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design ng Schedule R3012.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection discrepancies to commencement must be brought st me etteTh a of the Engineer Fastening Schedule For Wood Structural Panels) prior to commencement o/construction. The Contractor shell heE 6 )SEE NOTE 3) • Deed Load-Section R301.3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE16 ROOF FRAMING Live Load-Secdon R3014 except for hidden job conditions RAFTER TO TOP PLATE (TOE-NAILED) 4-5ri PER RAFTER Light and Ventilation-Section R303 3, Contractor shall guarantee to the Owner that all materials and E b Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work INTERIOR ZONE I6 CEILING JC18T TO TOP PLATE (TOE-NAILED) 4-Sri PER JOIST Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 12 (SEE NOTE 2) . Senitallon-Section R306 at one year from the date of the final Certificate of Occupancy. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) S-16d EACH LAP T°Ilel Beth and Shower Spaces-Sectian R307 4 The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 4) Glazing-Section R308 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) Si EACH LAP Garages and Carports-Section R30B F g precautions and programa In connection with the work,and he Emergency Escape and Rescue Openings-Section R310 shell not be responsible( the contractors failure to carry out COLLAR TIE TO RAFTER (FACE-NAILED) el PER TIE Exits-Section R311 the work In accordance with the construction documents. The E • NAIL SPACING At PANEL EDGES (IN.) BLOCKING TO RAFTER (TOE-NAILED) 2-ad EACH END Landings-Section R312 Engineer shell not he responsible for the acts or omissions by F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NN.) Ramps-Secticn R313 the contractor. No changes shall be made In the documents •' RIM BOARD TO RAFTER (ENO-NAILED) 2-16d EACH END Stairways-Section R314 and/or the building as designed without the expressed written 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' Handralls-Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING Guards-Section R316 5 The contractor and all subcontractors shall maintain continuous ° Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING •• Simpson 5trong-Tle TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE I) PER FOOT Foam Plastic-Section R318 Compensation,etc)and general liability In an mount not MEMBERS WITH 670.49. FOR FRAMING MEMBERS WITH 0.421GL0.49, THE NAIL SPACINGS SHALL BE ' Flame Spread and Smoke-Section R319 less that$5 million and automobile liability and damage MTS30 OR MTSI2 TOP PLATES AT INTERSECTIONS (PAGE-NAILED] 4-16d JOINTS - EACH SIDE ly g REDUCED TO 6 INCHES O.G. Insulation-nitSen R320 coverage not lass than$2 d all The Engineer shall be .d 2-16d 24" O.G. Dwelling Unit Separallan-Secllon 8321 a named insured on any end all policies. AT EACH ROOF RAFTER STUD TO SND (FACE-NAILED) Moisture Vapor Retarders-Section R322 6 Provide 0.025"aluminum termite shields over fibrous 3. tABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RARER/TRUSS FRAMING USE 8-trod NAILS AT HEADER TO HEADER (FACE-NAILED) led 16" O.O. ALONG EDGES Protection Against Decay-Section R323 insulehon al e1 perimeter sells. MEMBERS WITH G70.49, FOR FRAMING MEMBERS WITH 0.42Sst0.49, THE NAIL SPACINGS $HALL BE EACH END Protecllon Against Termlles-Secllon R324 7 All wood In contact with concrete or masonry to be Wolmanlzed REDUCED TO 4 INCHES O.O. i TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-166 PER 2.4 STUD Site Address-Section R325 or pressure creosoted m AccessibilltySectlon R326 8, A single station smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER ' 3-16d PER 2x6 STUD Flood Resistant Construction-Section R327 In each bedroom, on all flper code. Poors and shall be all Interconnected MEMBERS WITH 650.49, FOR FRAMING MEMBERS WITH 0.4RG20A9, THE NAIL SPACINGS SHALL BE 4-lad PER 2xg STUD 9.All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.G. Foundallons-Chapter 4 as per New York State Code CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIS7, ENDJOIST OR BLOCKING (FACE-NAILED) 2-161 (SEE NOTE 1,2) PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 10.Heating to be designed to provide 70 degrees F.with outdoor per square foot Contractor to consult Engineer If different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind FLOOR FRAMING or test hole,for alternative footing and foundation well design. 11.All electrical work to be in accordance to the rules and Slmpeon Stroril regulations of the N.Y B FU and a MY B.F.U.certificate is JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Od PER JOIST Foundation Notes' to be presented to the Owner at the completion of the lob. MT - I6" O.G. 2-gd EACH END '_"Anchor Baits(SSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply with State and Local codes USE 4-8d NAILS BRIDGING TO JOIST (TOE-NAILED] 8"poured concrete foundation wall,8'0'high,30004 test and the sewage disposal system to meet Health Department standards. AT EACH STUD BLOCKING TO JOIST (TOE-NAILED) 2-ed EACH END Minimum depth-Section 403 14,48"minimum coverage to top affecting 13.Do not scala drawings. Use figure dimensions only 16"x 8"poured concrete wall footings, 30004 test 14.All work to conform to the rules and regulations of the New York BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK 2-1 h"x 11 718"Mlcrolam Glyder(or 3 R"x 11 7/8" Power Seam) Energy Conservation Construction Code. All glazed area to be double 4"poured concrete Floor slab with 6x6x410 mash and vapor harder glazed and all exterior doors to have Insulated cores ° LEDGER STRIP TO BEAM !FACE-NAILED) 3-led EACH JOIST Damp proofing at exterior foundation below grade-Section R406 15. The Insulation protection as indicated on these plans exceeds H IB 30"x 30"x 12"deep poured concrete column footings,3000#lest the Code's minimum standards y c JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Bd PER JOIST Deck and porch footings as noted, 3000#test,46"minimum buried depth 16.These drawings and specifications are instruments of service and e 0 0 Foundation wall to extend a minimum of 8"above finished grade shall remain the property of the Engineer whether the project for ,v BAND JOIST TO JOIST (END-NAILED) 3-trod PER JOIST All footings to be carried dawn to undisturbed Sall 0 r�ui 9 which they are made is executed or not. They may not he used i. 2-trod (SEE NOTE U PER FOOT N°footing shall be sat higher than a 30 degree an from any other footing on any other project except by written authorization of the Engineer BAND J015T TO BILL OR TOP PLATE /TOE-NAILED) Pour no Concrete on frozen ground or In freezing weather 17 The engineer has not been retained for site supervision, III •' m ROOF SHEATHING Provide 3'G"steel tally columns Inspections and ceNfications as required or requested by the owner, Backfill shall not he placed against the wall until the well has sufficient strength and has been contractor or local building department STRUCTURAL PANELS Bd (SEE TABLE 3.$) anchored to the floor above, or has been sufficiently braced to prevent damage ° • by the backfill(Section R404.1 7) UPLIFT-CONTINUOUS PATH CONNECTORS ° DIAGONAL BOARD SHEATHING 0 2-fid PER SUPPORT FloorfrWFCM Prescriptive Method USE O PSON STRONG-TIE CONNECTORS ° ° I"xb" OR I"xg" Floor framing shall ha nailed m accordancewith Table 31 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND a "xl0" OR WIDER 3-ad PER SUPPORT Draftslopping-Section R502 12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 Fireblockmg-Section R502 13 CONSTRUCTION CATALOG C-HW02 CEILING SHEATHING Floor Construction' ANCHOR BOLTS IN FOUNDATION USE: O W GYPSUM WALLBOARD 5d COOLERS �" EDGE / 10" FIELD '/."OSB plywood subfioor,falsten per Table 3 1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION LT E - R O.0 Floor jolsts:See Foundation and Floor Plans,spacing as noted NOTES FOR SPACING AT EXTERIOR WALL SHEATHING Fasten per Table 3 l WFCM PERIMITER AND Simpson Strong-Tie a ed (SEE TABLE 3.91 2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE. GARAGE/HOUSE MSTA36 - 16" O.G, STRUCTURAL PANELS Finish floors per agreement LTP416"O.0 AT EXTERIOR PERIMETER I USE 4-8d NAILS X FIREBOARD PANELS Wall Constmctlon-WFCM Prescriptive Method AND GARAGEIHOUSE COMMON WALL COMMON WALL USE 4 8d NAILS AT EACH END USE 4-8d MAILS IF AT EACH STUD Q LL l/16" rod 3" EDGE / 6" FIELD Wall framing and finishing Shull be nailed and or screwed In accordance with AT EACH END .- lu Table 31 WFCM GARAGE STUD TO GARAGE SILL PLATE USE / ed 3" EDGE / 6" FIELD 1x6 Pine fascia,wrap SSP CONNECTOR AT 16"O.C. FLOOR TO FLOOR CONNECTIONS d ry 25/32" Overhangs as noted USE 4SdNAILS ATEACH END SILL PLATE TO RIM JOIST AND 1— z - GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Vinyl vented soffits ) Aluminum Sutlers and leaders RIM JOIST TO STUD CONNECTION USE; RIM JOIST TO STUD CONNEGTIION fid (SEE TABLE 3.9J HARDBOARD Slding:See Elevations MTS 12, 16"O C. ad (SEE TABLE 3.9) Tyvek housewrap USE 4 Bd NAILS AT EACH END PARTICLEE30ARD PANELS '/."OSB sheathing,sea restoring schedule;Table 3 1 WFCM . O 2x4 Studs @ 16"o c.with 21x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. �--- X Q x10 CARD SHEATHING p g p y q USE 4 ed NAILS R EACH END Y;'Gypsum wall hoard META 36, 16"O C W W "x6 OR "xg" 2-5d PER SUPPORT 518"Type X OWE In garage BLOCKING AT [n Z M DIAGONAL Y"MR GWB In coat areae FOR CANTILEVER CONDITION USE MTSI2. i6"O C. BLOCKING ` , I" " OR WIDER 3-ad PER SUPPORT At least one window In each Islee In room shall corn wdh the exit requirements of saction R310 ALLOWS o 24° O.C. ALLOWS /r N Note drilling and matching limitations in figure R602.Nl)for bearing wells HOLDDOWN HOLDDOWN tu FLOOR SHEATHING and figure R602 6(2)for nom-bearing walls. RAFTER TO STUD CONNECTION USE: INSTALLATION 51DEWALL INSTALLATION ff nt Follow exterior corner framimg detail figure R602 10.5 MTS 12, EACH ROOF RAFTER �L STRUCTURAL PANELS USE a 16d NAILS AT EACH END U_ I" OR LESS gd 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method o W Asphalt strip shingles shall have a minimum of slx(6)fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Slmpeon Strong-The ENDWALL GREATER THAN 1" 106 6" EDGE / 6" FIELD Underlayment application Sachan R905.2 7) CS20 USE 8-8d NAILS IN EACH END MTSI2 For roof slopes of two(2)unllts var ical In twelve(12)units horizontal(17-percent slope), AT EACH ROOF RAFTER HOLDDOWN,, ° o o DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal(33-percent slope), undedayment AT EACH STUD CORNER STUD 2-gd PER SUPPORT shall be two(2)layers applied In the following manner Apply a 19-Inch(483 mm)strip of DECK POST TO CONCRETE CONNECTION USE. (PHOS) o ".IS' OR fixe" undedayment felt parallel will and starting at the eaves,fastened sufficlentiy to hold In place. PBS44A FOR EACH POST-USE 14-16d NAILS CONNECTED TOan Starting at the save,apply 316-Inch-wide(914 mm)sheets of underlayment,overlapping ° TRANSFER SHEAR O 0 "xl0" OR WIDER 3-ed PER SUPPORT successive sheets 19 inches(483 mm),and fastened sufficiently to hold in place DECK POST TO GIRDER CONNECTION USE', For roof slopes of four(4)units vertical in Iwelve(12)units NAIL2-16d COMMON w�9i° I NAILING REPWREMENT5 ARE BASET) ON WALL SHEATHING NAILED 6" ON 4T THE PANEL EDGE IO U)LLL SHEATWNG IS NAILED E TOCENTER 4T THE PANEL EDGE GIRD FOR EACH POST O HOLDDOWN NAILS AT 0' O.G. TO OerAIN HIGHER SHEAR CAPAC TIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL 5E GOOBLED OR ALTERNATE CCNNEGTCRS, SJGH AS SHEAR PLATE6, ICs PmtaLbem (6eC1100 R 9g,5 2.7.1) GIRDER TO DECK JOIST CONNECTION USE (PHOS) SHALL ES 1,51 TO MAINTAIN THE LOAD PATH Underlayment In High wind (,Section R 905 2 7 2) MTS12 @ EACH JOIST Flashing (Section R 906.2 B -2-trod COMMON ® of CORNER STUD � ]. WHEN WALT SHEATHING 15 CONTNUOh5 O✓ER CONNEC•ED MEMBERe THE TABULATED NUMBER CT NAILS SPALL BE PERMITTED TO BE REWCED TO Wed NAIL PER FOOT. g ( I) CONNECTED TO - �o NAILS AT 6° O.C. ° °A Chimney's and Fvespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USB o TRANSFER SHEAR rf° � Energy Efficiency Chapter 11, see attached report MTS12 @ EACH JOIST Mechanical-Chapter 12 �' General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14-10d NAILS (TABLE 3.2AWFCM HIGH WIND EDITION) Exhaust Systems-Chapter 15 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE. 2-AC4 of Combustion Air-Chapter 17 USE 14-16d NAILS JEFFREY T. BUTLER, P.E. ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL Chimneys PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimhimeys anVents-Chapter 10 FLOOR TO FLOOR CONNECTIONS- SUPPORTING PORCH ROOF RAFTER TO GIRDER USE: SUPPORTING EDGE NAIL SPACING (IN-) (1/2" ANCHOR BOLTS) 1 3/4" MINIMUM MTB 12 AT EACH ROOF RAFTER 46 EDGE DISTANCIE CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, I STORY H SILL PLATE TO FOUNDATION BP (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 f) F- 11 AND WINDOW AND DOOR OPENINGS �- m � 3 STORIES 15 PLATE 7o FOUNDATION FIGURE 3,-1 6 4,-1 wALL BLLJ w -? STORIES 3 19 36 Z� Simpson Strong-Tie (SLAB-ON-GRADE) 6 NOTE MAx 12' FROM EACH CORNER AND EACH SF'LI GE, PROVIDE BEARING 'LATE BY 51MP50N, SEE DETAIL 4u 0210 2X6 Q Q 4 AT EACH RAFTER Q LU 4-I0d x 1 1/2" c0 Simpson Strong-Tie le d (TABLE 3.9 WFGF1 NIGH WIND EDITION) AC4 NOTE. Q r(1 AT EACH POST ATTACH LEDGER TO FRAMING MEMBER /`RIDGE TENSION STRAP _ WALL SHEATHING ATTACHMENT REOUIREMENT5 FOR WIND LOADS / c52o USE e-8d NAILS (120 MPH 3-SECOND GUST - 100 MPI4 FASTE5T-MILE WIND SPEED [PER TABLE R3-1.2.1.31) SEE PLAN WITH ENT X 5" LAG BOLTS AT 16" / w EACH END AT � Q UJ STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER SHEATWNG LOCATION STUD SPACING OR PANEL SIDING FOR fid COMMON NAILS 4 O _ (SEE NOTE ') iINGHES, OG.1 d SEE NOTE 3) (INCHE5, O.G.) d E 6 , U210a2X6 bong-TIB n ,e 4' EDGE ZONE 10 AT EACH CEILING JOIST T F I? ,SEE NOTE 2) 4-10d x 1 1/2" RAFTER LU d E 6 s INTERIOR =ONE I6 F ? d E • NAIL SPAGING AT PANEL EDGES IN ) F = NAIL STAGING AT IN-ERMEC ATE SUPPORT5 IN -HE PANEL FIELD '�N ) ,r 4 4 Slmpeon Strong-Tie 2" MINIMUMU210 2X6 I FOR WALL SHEATHING JIITHIN _ FEET OF THE CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOVER • 76.q. T-61; i AT EACH DECK/PORCH JOIST RIDGE BEAM REQUIREMENiS SHALL BE USED SllmpeOn Strong-Tie PIB544 ( 4-ION x I I/2" TASIY_A-ED 2 INCH O C. NAIL SF AGING AS5, TE5 S.IEATHINS A"-ACHED To STUD FRAMING AT EACH POST FOOTING Slmpeon Strong-Tie r ME-REBS Ji-,T -,� Ae F' R FRAMING METIBER5 .,T:, D A_�GSD 4`-`, THE NAIL SPACINGS 5HALI_ 55TS2e WITH BP ' TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL 2 Q 1 2 BE REDUGFD T� o INCHES O G PORCH COLUMN CONNECTIONS_ TIONS ANCHOR BOLT DETAIL LEDGER CONNECTION 3 FOR EXTER OR -ANE_ 5'GING C_--L A.DEW 50s YA'_5 51AL- BE PER""ITTED TO BE 5LBSTITUTED FOR SO OV NA,L5.