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HomeMy WebLinkAbout30218-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30611 Date:. 12/08/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 745 NEW SUFFOLK AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 114 Block 11 Lot 22 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 5, 2004 pursuant to which Building Permit No. 30218-Z dated APRIL 6, 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 GARAGE, COVERED FRONT PORCH, & REAR WOOD DECK AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5435. The certificate is issued to ROBERT E & JANIQUE M NINE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0146 11/23/04 ELECTRICAL CERTIFICATE NO. 2018424 11/04/04 PLUMBERS CERTIFICATION DATED 11/02/04 JOSEPH TUOMEY r h ized Signature Rev. 1/81 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. 30218 Z Date APRIL 6, 2004 Permission is hereby granted to: ROBERT E. & JANI9LT K. NINE PO BOX 1401 MATTITUCK,NY 11952 for CONSTRUCTION OF A NEW FOUR BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA (##5435) at premises located at 71VS NEW SUFFOLK AVE MATTITUCK County Tax Map No. 473889 Section 114 Block 0011 Lot No. 022 . 00 pursuant to application dated APRIL 5, 2004 and approved by the Building Inspector to expire on OCTOBER 6, 2005 . Fee $ 1, 376 .40 Au orized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD ` BUILDING DEPARTMENT TOWN HALL 7 2004 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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: ]Lls New SQy oo< P,,(- mmj77ACK House No. Street Hamlet Owner or Owners of Property: P C. } An, yF M• N-t NF Suffolk County Tax Map No 1000, Section Block Lot as Subdivision Filed Map. Lot: Permit No. Date of Permit. `i a'00`f Applicant: �o—y x + JANE NSE u v Health Dept. Approval: IeS Underwriters Approval: is Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ a�.C)0 Applicant Signature NOV 01 '04 11=13AM SOUTHOLD BUILDING 631 765 9502 P.1 46 f,Ibwn H811,53095 Main Road Fax(631)765-9502 P-0-BOX 1179Q`' Telephone(631)'765-1802 Southold,New York 119-71-0959 '"t[ t3UIMING DEPARTMENT TOWN OF SOUTHOLD CERTIFICAT) ON Date: I �� Building Permit No. _ �a Owner: ('lease print) C Y I(� (Please print) �~ lead. f certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) Sworn to before me this o-2,- . day of 2004 ROSAUE MASTERSON Notary Public,State of New York No.4865531 Qualified in Suffolk Cou Notary public, Coon° 21%, " tM►_ 3' Commission Expires July 21, _, a rn r�r.n o0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S RITERS S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT S 5 5 SUpon the application of upon premises owned by 5 55 5 5 HUBBARD ELECTRIC ROBERT&JANIQUE NINE 5 178 HUBBARD AVENUE 745 NEW SUFFOLK AVENUE SRIVERHEAD, NY 11901, MATTITUCK, NY 11952 5 Located at 745 NEW SUFFOLK AVENUE MATTITUCK, NY 11952 5 5c Application Number: 2018424 Certificate Number: 2018424 Cj 5 Section: Block: Lot: Building F1�rmit: 30218-Z"') BDC: NS11 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: S 5 S 5 Basement,First Floor,Second Floor,Attached 5 Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 4th Day of November,2004. 5 5 Name OTY Rate Rating Circuit Tyne 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 Sensor 5 0 Smoke S Appliances and Accessories 5 Exhaust Fan 3 0 F.H.P. Dish Washer 1 0 1.2 KW 5 Furnace 1 0 Gas 5 Air Conditioner 1 0 36.000 BTU S 5 Air Conditioner 1 0 42.000 BTU 5 S Wiring and Devices S 5 Outlet 49 0 Fixture SFixture 47 0 Incandescent 5 Fixture 2 0 Flourescent 5 5 Outlet 103 0 General Purpose 5 5 Receptacle 47 0 General Purpose 5 Switch 57 0 General Purpose 5 Dimmers 7 0 Sea; 5 Receptacle 2 0 20 amp Laundry Continued on Next S Pae 1 of 2 g 5 SThis certificate may no altered in any way and is validated only by the presence of a raised seal at the location indicated. D rJ'� cPrJ'� c 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S S BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 c� SCERTIFIES THAT S S 5 SUpon the application of upon premises owned by 5 5 c5 5 HUBBARD ELECTRIC ROBERT&JANIQUE NINE 5 178 HUBBARD AVENUE 745 NEW SUFFOLK AVENUE 5 SRIVERHEAD, NY 11901, MATTITUCK, NY 11952 S 5 Located at 745 NEW SUFFOLK AVENUE MATTITUCK, NY 11952 5 S S SApplication Number: 2018424 Certificate Number: 2018424 5 5 5 Section: Block: Lot: Building Permit: 30218-Z BDC: NS11 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: S 5 S Basement,First Floor,Second Floor,Attached Garage,Outside, 5� S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S authority having jurisdiction, and found to be in compliance therewith on the 4th Day of November,2004. 5 5 Name QTY Rate Rating Circuit Type 5 5 Paddle Fan 7 0 5 Receptacle 10 0 GFCI 5 Service S 1 Phase 3W Service Rating 200 Amperes C 5 Service Disconnect: 1 200 cb 5 SMeters: l 5 5 5 5 S S 5 S S 5 5 5 5 5 Seg/ 5 2 of 2 5 5 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o � 12/16/2003 01:39 6317659064 . - ZBA PAGE 02 APPEALS BOARD MEMBERS FfO� Southold Town Hall Lydia A.Tortora,Chairwoman 53095 Main Road Gerard P Goehrin er P.O.Box 1,179 Geor&e Horning Southold;Now Ym—k 117714959 Ruth D.Oliva,Chairwoman 1 ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1.809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 4, 2003 Appi. No. 5435- RAYMOND NINE. Location of Property, 855 New Suffolk Avenue, Mattituck; part of CTM 1000-114-11-22.1 Date of Public Hearing: November 20,2003 PROPERTY FACTSIDESCR12TION: Applicant's property consists of a total area of 68,868 sq. ft. of land area with a depth of 414.78 ft and lot width of 202.51 ft., fronting along the north side of New Suffolk Avenue In Mattituck. The property was conveyed to the applicant, noted as follows: (a) the northwest section was acquired on 1-23-70 by deed at Liber 6717 page 117; (b) the southeast section, Improved with the applicant's dwelling, was acquired on 1-12-63 by deed at Liber 5295 page 73, and (c)the southwest section, or area referred to as Parcel'B;was acquired on 11-24-84 by deed at Liber$862 page 227. 'BASIS OF APPLICAT ON: Article 11, Section 100-26, based on the Building Inspector's August 25, 2003 Notice of"pproval, amended September 8, 2003,which stated that the subject lot was as a result of a merger under Section 100-25. _lQ8ffS'AEQUE§T: Applicant requests a Lot Waiver to unmerge Parcel B of 20,622 sq. ft. from Parcel A of 48,246 sq. ft. as shown on the survey dated 7-9-03, revised 9-29-03 by John C. Ehlers, L.S. FINDINGS0_ FF FACT t The Zoning Board of Appeals held a public hearing on this matter on November 20,2003, at which time written and oral evidence were presented. Based on all testimony, documentation, personal observations of members of the board, and other evidence, the Zoning Board finds the following facts to be true and relevant: ElEASO S FOR BOARD &110N. DESCRIBED BELQ) R: Based on the testimony presented, materials submitted and personal Inspection,the Board makes the following findings: 1. The title search, prepared by Advocate's Abstract, Inc. dated September 19, 2003, shows that Raymond Nine purchased the house lot on 1/12163, and the remaining area (northwest portion) 1/23170 and (southwest portion) 11/24/64. 2. The Board received testimony from the applicant and his attorney that the lots were purchased with the intention of building a future home for family mimbers. As further evidenoe that the applicant had not Intended to merge Parcel B with the remaining area, they point to the fact that there was no use or improvements on the lot. 3.The waiver of merger for Parcel B, of 20,622 sq. ft.,will recognize the original lot lines shown on the 11-24-64 deed recorded at Liber 5662 page 227. The remaining lot, Parcel A, will be 12/16/2003 01:39 6317659064 ZBA PAGE 03 t 't Pape 2-Deoember 4,2003 ZBA Appl.No.5435—Raymond Nine 1000-114-11-22.1 (part 0 conforming with 48,246 sq. ft. in area. The waiver will result in one lot that Is larger or equivalent in size to the lots in the immediate neighborhdod. 4. The waiver of merger will allow for the ultimate construction of one additional single-family residence in the neighborhood,which will not result in a significant increase in the density. S. The waiver will avoid an economic hardship for the applicant and his family. 6. The applicant stated that he had no indication from the Town that the lots weremerged until recently planning to build a new home for his family. Also, the Town has a zoning district line that runs through the westerly half of applicant's property, the front portion as R-40 Low-Density Residential, the northerly (rear) 21000+-sf. area as Hamlet-Business (HB). The survey dated July 9, 2003, revised September 29, 2003 shows this area combined area with the applicant's residence,for a total area of 48,246 sq.ft. 7. Waiver of merger will allow for construction of one!,'ngle-family dwelling on original deeded lot, which will not result in a significant Increase in the Onsity of the neighborhood. There will be no need for signif cant change in Its contours or siopls, and no evidence was presented to suggest that the lot would require filling affecting nearby enAronmental or flood areas, or to suggest that its natural details,character, contours or slope would be significantly altered in any manner. RESOLUTION: On motion by Member Goehringer, seconded by Member Tortora, it was RESOLVED,to GRANT the lot waiver,as applied for. This action does not authorize or condone any current or future use,setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Ooehringer,Tortora,and Orlando. (Member Homing of Fishers Island was able . is Resolution was duly adopted (4-0). ,,, . , (I OL-.d' A RUTH D. OLIVA, CHAIRWOMAN 12/16/03 Approved for tiling - ?'z"'� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1, VILLAGE DIST. SUB. LOT e2ber L, #14 7 , ,�. ink FO MER OWNER / " N E ACR w 6) S-- w TYPE OF BUILDING R SEAS. VL.3/Z FA COMM. CB. MIS Mkt. Value r LAND IMP. TOTAL DATE REMARKS LSG�.Z �Ma .q. � , ,..,SQ � d A ., N Wfck-�QwAt, IAwe- nJ d l�0 =ed f LL �lL1J�.Tar l, �ap 0.0 .� ' a0 2 0 �4 Q ,,J EL �39300L 1 B � ,�COND i Z-3104 �. 12 A 312 121 Tt +P Y1 N Yc C E 3 y 36a�� new dtv-jli FARM ,p Acre Value Per Vaue !"r 3 ! 6 Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER FRONTAGE ON ROAD Brushland House Plot DEPTH �,,a e a ,� BULKHEAD Total"` ` W DOCK C LOR TRIMX L 30&1 r Y1ew d ve"I 1IYi1 35a)0 0b +1 I 'A. Bldg. oundation Bath Dinette 3ctension 3asement Floors K. Extension Ext. Walls Interior Finish LR. Extension ire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch ecreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio O. B. Total Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/05/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 0908 Total Paid: $10.00 Name: Nine, Robert&Janique P.o. Box 1401 Mattituck, NY 11952 Clerk ID: JOYCEW Internal ID:91763 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 'f /�, /03 APPLICANT: Owe DATE SUBMITTED: 15 /03 SCTM#DISTRICT: 1,000, SECTION: I Ik , BLOCK: _Vj_, LOT: 7 SUBDNISION: - ADDRESS: 2MS �1t' ►jrr twre-t ,r-CITY: Tvcr- ZONING DISTRICT: CONFORMING? /W BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR 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 7/1 REQ. LOT SIZE: ACT. LOT SIZE: 2.0, REQ. LOT COV. ACT. LOT COV. REQ. FRONT 41 PROP. FRONT / REQ SIDE /rhr ACT. SIDE REQREAR )D PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT sr e�s�c WATER FRONT? _ 4G DESCRIPTION: __----- PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEADEPT: E or NO, (BED#): DTE: �/ f / 4 PERMIT#:sero-o3•a"1G• TOWN SEPTIC RECEIPTI HEALTH r N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or4n DTE: / /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE:— / PERMIT#: TOWN ZONING BOARD APPROVAL: Error NO DTE: 12-14 /,3 PERMIT#: ..S`,-T TOWN PLAN. BOARD APPROVAL: YES orDTE _/ / PERMIT# TOWN HISTORICAL PRE (SPLIA): YES ori NEW YORK STATE CODE COMPLIANCE (SEE PAGE(I�or NO NOTES: i FEE STRUCTURE: FOUNDATION: 1137. SF FIRST FLOOR: 142.1) SF SECOND FLOOR: 06 SF OTHER: SF INIT OTHER TOTAL A TOTAL; SF FEE FEE FEE 1. t3—SF)- ( 40 1� SF)= SF X $•3O =$12-ZL '+$ 1V _$ �� ' 2. ( _—SF)- ( _SF)= SFX $ =$ +$ +$ _$ 3• (_SF)- (—SF)-- SFX $ =$ +$ +$ _$ _ FINAL TOTAL: V-11 _ 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" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: 7 DESIGN CRITERIA: ENG ERED/PRESCRIPTIVE FULL FRAMING DESI ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES D 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: MISSLE TEST REQUIREMENTS:&Y N EGRESS 5.7 S.F.&/N LIGHT 8%:&/N VENT 4%:cY/N NAILING/CONSTRUCTI SCHEDULE: Y/N MEANS OF EGRESS: /N PLUMBING RISER GRAM:&/N LOCATION OF F PROTECTION EQUIPMENT: Y/N TRUSS DESIG : Y/N CERTIFICATION: Y/N ENERGY CALCS(q�1 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) r r � Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\NINE.rck PROJECT TITLE:NEW HOUSE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric ti ` DATE: 12/09/03 DATE OF PLANS:DECEMBER 2003 PROJECT DESCRIPTION: NINE RESIDENCE NEW SUFFOLK AVE. MATTTTUCK,NY COMPLIANCE:Passes Maximum UA=374 Your Home UA=332 11.2%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 1175 30.0 0.0 41 Wall 1:Wood Frame, 16"o.c. 1084 19.0 0.0 53 Window 1:Wood Frame:Double Pane with Low-E 157 0.350 55 Window 2:Wood Frame:Double Pane with Low-E 12 0.330 4 Window 3: Wood Frame:Double Pane with Low-E 27 0.320 9 Wall 2:Wood Frame, 16"o.c. 1121 19.0 0.0 51 Window 4:Wood Frame:Double Pane with Low-E 150 0.330 50 Window 5:Wood Frame:Double Pane with Low-E 10 0.330 3 Door 1: Solid 25 0.160 4 Door 2:Glass 16 0.270 4 Door 3:Glass 67 0.280 19 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1148 30.0 0.0 38 Floor 2:All-Wood Joistl Truss:Over Unconditioned Space 27 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le DATE: 12/09/03 PROJECT TITLE:NEW HOUSE Bldg. Dept. I Use I I Ceilings: [ j I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:2ND FLOOR Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:2ND FLOOR [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: 1 ST FLOOR i Windows: [ l I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments:2ND FLOOR [ ) I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:2ND FLOOR [ ) I 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments:2ND FLOOR [ ] I 4. Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: 1 ST FLOOR [ ] I 5. Window 5:Wood FrameMo ble Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: 1ST.FLOOR I I Doors: [ ] I 1. Door 1: Solid,U-factor:0.160 Comments: 1 ST.FLOOR [ l I 2. Door 2: Glass,U-factor:0.270 Comments: IST FLOOR(SIDELIGHTS) [ ] I 3. Door 3: Glass,U-factor:0.280 I Comments: 1 ST FLOOR I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: IST FLOOR [ ] I 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments:2ND.FLOOR(CLOSET OVER GARAGE) I Air Leakage: ( ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I 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. I Vapor Retarder. [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ l I Materials and equipment must be installed in accordance with the mainifitchirer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ) I Supply ducts in unconditioned spaces must be insulated to R-8. [ l I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I 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. I 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 Very 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ) I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. i Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ) I 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. I Service Water Heating: [ ] I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I 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. I I Anahiwn nw.i/''nn�:wn A..iw..Twm.�..tinw. s [ ] HVAC piping conveying fluids above 105 IF or chilled fluids below 55 OF 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) 765-1802 BUILDING DEPT. INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G DATE INSPECTOR � 765-1802 BUILDING DEPT. INSPECTION [ ] DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /� C- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: LA A DATE INSPECTOQ JJr 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [v INSULATION [ ] FRAMING [ J FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: F DATE 6� INSPECTORS;' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO"UN 2ND [ ] INSULATION [ ] F AMING [ ] FINAL [ FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: L L L�t,/�..1Lt CON�cu DATE $ 30 0 INSPECTOR " 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING FINAL [ ] FIREP & CHIMNEY [` ] FIRE SAFETY INSPECTION REMARKS: Ire DATE 0 INSPECTOR t � FIELD INSPECTION REPORT DATE COMMENTS C1.� L9 A r� FOUNDATION 1S rin FOUNDATION(2ND) 42 �C O It tA{- l l a 1 td�N v, LA G� t v�. o-J D.a d-c q c�..,'�c r+ti �►S ROUGH FRAMING& PLUMBING 11p r-Ax a C+c 4.4 •i A VK S r\ C CCT) l- r INSULATION PER N.Y. STATE ENERGY CODE 1J FINALCo ADDITIONAL COMMENTS , O rmz;u o � �.d 6� H O z o, x o � \ � Wx d O � a��. y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKL ST BUILDING DEPARTMENT Do you have or need the following,before appl g? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 3 60?d r'Z Check Septic Form �\ N.Y.S.D.E.C. � Trustees Examined ,20Q V Contact: Approved Y 6 ,20 Mail to: Disapproved a/c Phone: Expiration 10 /6 _,2005 1:�, hispectUt APPLICATION FOR BUILDING PERMIT Date �v a3 , 20 `t INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector wit3 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 r 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 pe t 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 he 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 th 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. r (Signature of applicant or name,if a corporation) PC 9W vim mp, CV 1195 ('Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builde OwNx2 Name of owner of premises POW21.4 :3Atirl u'C- NrNF (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. 4 516- -\1 Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 745 NewA"X House Number Street Hamlet County Tax Map No. 1000 Section Block 11 L ;< Subdivision _ Filed Map No. (Name) M � 7 �(2. tate existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \JpclantT- b. Intended use and occupancy �iLMWr�Ar��u;' h4yELLX-N C- 3. 3. ature of work(check which applicable): New Building___r Addition Alteration Repair Removal Demolition Other Work (Description) ? 4. EstimatedCost $393)LW 60 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor I If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of S 'es 9. Size of lot: Front SO Rear CM,T01 Depth ao.w )(10. ate of Purchase Name of Former Owner 11. one or use district in which premises are situated 9�Ao 12. Does proposed construction violate any zoning law, ordinance or'regulation?YES NO 13. ill lot be re-graded? YES NO &-- Will excess fill be removed from premises? YES NO ✓ NV4 1",TIJOCU (G3�� "a9ts-ILSs x(14. Names of Owner of premisesQcvARr 4 P*J[ Address loEw r1,AT LW Ate, Phone No. /\ Name of Architect Address Phone No 'Name of Contractor Address Phone No. t 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 t/ * 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 S4Kouy ) -� r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Ile is the C_'�OCV- (Contractor,Agent, Corporate Officer, etc.) of s Etid 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. Sw . before me t ' '� r1(t, `F day of�2�(J" 20D Notary Public Signature of Applicant BONNIE J.DOROW Notary Public,State Of NmYA No.01D06095328,Suffolk Term Expires July 7,20.r "wood fee=d 5URVEY OF PROPERTY 51T ATE: MATTITUGK TOM 5OUTHOLD I N SUFFOLK COUNTY, NY e � SURVEYED 01-OG-03 W E AMENDED Oci-29-03, 02-23-04 E 0 SUFFOLK COUNTY TAX # $ P/0 1000-114-11-22.1 co SUFFOLK COUNTY DEPT. OF HEALTH 5ERVIGE5 REF. NUMBER RIO - 03 - 0146 I _ CERTIFIED TO: ° s N Raymond F.Nme Q3 Wood f e nGe � 0 O� o � i o C: 7 a J I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ Land Now or Formerly of: Raymond F. Nine PyRWq i.O%R r.I RY: t �I.OR t N s y RU(%T_ION FOR A � Q dsN ,Y O 158(000c,'0011E 98.80' el. 25 24 ELT XS 1TREE YEARS FROM DATE OF APPROVAL \ O � cont. \ cover 9 \ o- GAS O o E� \ M 9 z O 0u \ 3 0 N L� O ° L2 N ZlO O Test Hole z Q --- - z3 vark J� �. >� ' Proposed maw" OL 51House 1ty I rte' Loam a N 1 9 LU ML oar" WELL 0 213.T__ Silty 3 Pale sro— T 5T r SP o O OLE ro Z Ifl I N Medum i O UN Sand i B A GP3. i 685.20' i o el. 25 i 00—� EP a N864oq'QQ��w 5'min el.26 - W .50' —_�------- --------- -- water main W W- edee Of pavernent el. 25 el,e VV Suffolk A a VAvenue Dwelling well in rear Of house Dwellin 15o+ public, woEor i Y NOTES: of:NEW � '(��O Ek MONUMENT FOUND t "" �� ua tnarlaee alteration ar aedlNan to" rvey map-—ng"'wenn«i ane 5�r.Ieyars sea us t on mr xct mn i w d v slmn�ar the p PIPE FOUND s` , Ne,YarkStata,Etl,ratanLary th •' 1j} j� - 'Only cop ems from Lhe or(final of LFs s.ry✓.Sy '1� t mcrketl ry ty n mrlry nm aF the pntl surveyor'stamped seal sFoll bv.cans tlerrn Lo be va a true r d rapes" // zV'Lert Fra tons n ratetlr LemrPon sign fy tl nt Mia + ,%,.�, rvP�ry s p opwetl n dance rultp the ex J.�','b V ^s istde of tce rmr Lane s.,rveys wfmptae V dr tNa Nrry York State Association of Prmfasslonml pane 5urvegs�rs m5md rerefl�mtlons Shan r„n only TOTAL AREA = 20b22 S.F. OR 0.4734 ACRES ND ©/ y� a �a, esP alf ftdor kt,aom iM1e ms^ve^ prepared. 'ter L'y �� to a(n cy u� I„y instltet �lee Ig,..r to L e zsiyne sof the Irn Ing In tltutlon. C♦artlF�catl ' � - , tlonn nre not lrnnz(erable to addltlonol instl[utians JOHN C. EHLERS LAND SURVEYOR I :d� 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"=40' RIVERHEAD,N.Y. 11901 ---- -- - 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-202A.pro SURLY O PROPERTY _-0-0-wood fence - - 51TUATE: MATTITUGK TOWN: 5OUTHOLD I N 5UFFOLK GOUNTY, NY s SURVEYED 01-0q-03 w E AMENDED Ocl-2q-03, 02-23-04 FOUNDATION LOCATION 04-26-04 0 Q m SUFFOLK COUNTY TAX # P/0 1000-114-11-22.1 SUFFOLK COUNTY DEPT. OF HEALTH 5ERVIGE5 REF. NUMBER RIO - 03 - 0146 0 N ood CER' D TO: E w fence Raymond F.Nme °v ty o� 6 J i Land Now or Formerl o y F. Raymond F. Nine o � o �Q a � B � q' 0 C O �86 09 00"E 98.80' -1 -15 01- 24 � O - 0 N O E O o � ES rn Q 0 00 Az 0 LL� 32 9 T o Q 55' LnO 620.I' z 3 6 U 5. 23 N Concrete cow 61 Foundation `N � o r LU ry 31 2 1S 23' - 0 0 0 0 concrete pillprg N v I d) o N I UJ O Z I� V 685.20' el. 25 I 486°09'00"W e 1.26 - - water main (.(jqe OF el. 25 New Suffolk el Avenue Dwelling �, we L II in rear Dwellin of house a e 150+ public wr, of N[`•, NOTES: y O,p MONUMENT FOUND y ", violr�t ir�ri-of srscLl5n�12o9,s n52�oLsll�r: 0 PIPE FOUND :d-h �ILI v v 1,L1,N i TOTAL AREA = 20,622 S.F. OR 0.4-734 AGRE5 1AND 5 D JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPH I G SCALE 1"=40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.K:\042704\03-202A.pro 5URVEY OF PROPERTY wood fence _ SITUATE: MATTIT )OK N TOWN: 5MTHOLD 5UEEOu< OOUNTY, NY W E SURVEYED 0-1-09-03 AMENDED 09-2G-03, 02-23-04 FOUNDATION LOCATION 04-26-04, o FINAL SURVEY II-04-2004 SUFFOLK COUNTY TAX # m 1000-114-11-22.3 SUFFOLK COUNTY DEPT. OF HEALTH SERVIGE5 REF. NUMBER RIO - 03 - 0146 o L,O wood fence CERTIFM TO: - RobW E.Nne °v o� � a a _ Land Now or f=ormerly oF: Raymond F. Nine � 0 � o � n 586°Oq'00 E t —� �� g8.80 O Q � 0 0- N • _o ° o s° 0 Q�iz M fl °V fl o L t' � S 0= a 0 O Q. wood Q O CI- E 0-0 'deck Z E GE 20'_ �1 O 6 12 -) Story o`' z QO 3 Q � 7 I Frame ry o I House ° N n •• ° I d (� T _cove d orc 0 36.5' o z I I I�i , c I kill.Z N V1l O Q A� I I I 685.20' w IN86°Oq FOO"YV 10.50' water main W W edge of pavement New Suffolk Avenue # S U F F 0 L K('G-LJ2\ Irs.0 FV'i `4% . 6 a0 SOR')11Cr_S 4 ; 0' ..2•i.2004 � NOTES: � • P� o NEW), � � ' Ett 0 MONUMENT iFOUND s ti , c" - °r a t n=ed o tarot s dd t on to gas s oy P oto of sccinon12o--l-2-1 Ne 0 PIPE FOUND —_ New Yark State E-1— ,# - m only cop es from tno arlg nal of m s ssr.•ey �, (\mac/@W_�,_, arl�tl ry Ln an orlg nal of the lotl surveyors stamped sea shal be cons Weretl to k»vel tl true � apes` :> / cert f�cat ons--d hereon signify that the V/ rvay.+os preparetl n accordaice n th the ax 15lMa t' of F 5t tce for L t Sfv adopted� ^st � al th New York State Assoc atbn of Prafesslano S` Lmd 5urveyms. Sod cartificollons shall run only to the pe n fm rvhom the survey Is prepared TOTAL AREA = 20,622 5.F. OR 0.4734 AGRES / "�r=t.P � ��'/� � ` �' and m h„1--f Lathe title compo,.,,ga er en II / �` ",.ab tel agency and lend ng Inst tut on tee hereon and _s Y L: p �'y '�"'+r � �h�M+*^k Lo trn asskjwcs of L[w lend ng Inst tuuoa cert f�ca i �f ajn �'" dms me rwt trmsferWle to add tmal msNtut ms JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I"=40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-202A.pro cxT i— COMPLY WITH ALL CODES OF OCCUPANCY OR NEW YORK STATE &TOWN CODES m z APR ED AS NOqTED AS RE RED AND CONDITIONS OF USE IS UNLAWFUL o OAT[ B.P.II _ 1�' _sourNaorowNi$A WITHOUT CERTIFICATE FEE: IIEY, $OI1THaDTOWN�ANNINGAOAAD OF OCCUPANCY , m NOTIFY BBUTAM T DEPARTMENT AT SOUTHaDTOWNTPU$TEE$ Z w E 3 765.1802 8AM TO 4 P FOR THE N.Y.S.DEC < � FOLLOWING INSPECTIONS: T ZONE o uvi o 0 1. FOUNDATION - TWO REQUIRED FLOOD ZONE V A FOR POURED CONCRETE COMPLY WITH CHAPTER„46. 2. ROUGH - FRAMING & PLUMBING ALL CONSTRUCTION SHALL FL AGE PREVENTION 3. INSULATION S _ OLD TO EVE 4. FINAL - CONSTRUCTION MUST M CODES REQUIREMENTS STATE \ BE COMPLETE FOR Q.O. CODEBOFNEWYORKSTATE. W ALL CONSTRUCTION SHALL MEET THE Z Q Z REQUIREMENTS OF THE CODES OF NEW DO NOT PROCEED WITH YORK STATE. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY \� W W J Y DESIGN OR CONSTRUCTION ERRORS. OF FOUNDATION LOCATION O U HAS BEEN APPROVED. O W D � ® 77 _ wc/) E � UNDERWRITERS CERTIFICATE CERTIFICATION OF Z � Q REQUIRED NAILING &CONNECTIONS Z UU 2 REQUIRED. PLUMBING RETAIN STORM WATER RUNOFF ® o ALL PLUMBING WASTE y WATER LINES NEED PURSUANT TO SECTION 45-IOC TESTING BEFORE COVERING OF THE TOWN CODE. Y m ao F N N PLUMBER CRRTIFICATION Q T M ON LEAD CONTENT BEFORE x CERTIFICATE OF OCCUPANCY LL Z' SOLCER YS€I)IN WATER 0 SUPPLY SYSTEM CA'NNOrT 0 >- m EzoE€Dara®�oF#w�u,EA'a 2 W m a' Z m 0 N Z M 4 Ing ® F3 Vuw I� z r OF NE tS� W y O ;gay 1-OEFq oOgF O O E- ]DOE ®Id N r LL 0 w r a a z z o a v o m ZU._ °o Z J m E1 N 54'-10" _ _ , 16'-11 T•z" 2'—9 W Lij L) Z ��_' . I W------------------------------------ _�� �___I_________________________________________________-_____TYPICALBASEMEN*_F_I_OR W J CONCRETE SLAB /1, V) Q FIBd � VR5ARRIRT =6mPUr APOELL 1 2' RIGID INSULATION CID OW LL I:OMPACTFO VANILLAS FILL Y YI- H- in W Q LD Z W ` ---6T-4r'----- � I I MECHANICAL / UTILITY ROOM °� m 0 I i d I I Y � 5E-X 5/R - m ( J/CEILING) F ty I I I I I I I I � I I -----------_ - 15•-6 0; < - — - — - — - - - — - — - - - - _(�) t- /aen-- LVL GIRDER , 4 I — _ — _ I----- -�- --- -- -- --- - eo S•-10" 3 m --- 10•_0,; 10,_3„ _ 10• 01, ED Z m DO n 1p I O� m tl II B ' � I 1 li I I i I I I I I ____ ___________________ F. -� li I __ __________________ ID ' I I _____________ _ ___________________ /9% 5 I _ Von y � I I fi0 "GC- ------------- -- ----- ' 1 � GARAGE - _ 96 w -. ------------------- r 2X6 LEDGER I ' T�4P. 10" DIA GONE. PIER aPIERe (z)_=%,o cIROER ____ _ t _ •__I________________� X11 z I I I Q'------------------I • �� �' r• I OF Eyr � n I I I I � O Y n - 6'_4" - T-q,/�' 7'-21/2" 6'-l0" �- 3�-7„ O TTPII:AL GARAGE FLOUR 36' 10" 4. CONCRETE SLAB c/w " 1 FIBRE MESH REINFORCEMENT '" ' I I 5 POLY VAPOR BARRIER C OMPAC-- GRANULAR FILL ---------------------------------------------_ ___ _______' ,(yh� -____________________________23._0,. - ---------- - -------- 31'-0" ICU 54'-0" FOUNDATION PLANA --------' ^ I N r I o wN a O O a= V y' N II V O � N z m E Z J U Q U 47x_6.. o m o 0 2'-6" 4 -Ox' 3'-0" 8'-0" 7-10" 8'-0" 8'-0" T_8" 5,-O,x 3046 3046 3046 FWG1g6M1-e 3046 0128 ZYz u) ooL) pwLLF 00 3: I w U) F- o - in - - rx a g Z LL I,I Z W o z I FAMILY ROOM T `j �-' L �� Z Z" 1-1_ ILLI ' DINING ROOM KITCHEN I \ ro O 19,_4x, x_2„ ,-6x, 51_81, N Ox < 4,_0„ m a N V m m m sb IUM1Ie IIJG 'NaLL ® f m -s/4x9-1/z JMr:nl rl PANTRY ro (2) 1 Q v O L FCIISR NEAISEF - { 2'-0" �_ •• n LL Y o - c BATH - Qo N1 O I _ -O_____ O H Z op K mFORMAL CLOSET LIVING ROOM IMS FOYER a i in I I o 0 I _ _ _ _ _�3 1-_3/1%4 LV GIRDER _ --- _- - - _ _ - 3046 -3G46 --3C46 _ - - - _ _ - _ - 1 �••1 of u GARAGE 0v p all - O M,WG i;FF9�r 3646 cors '. (�7 6'_0' 11x-Ox. 6'-0" 6'_9" 6'-10' 7._5x. 7x O,x 3'-0" s 2 23'-0" 31,_0„ 54'-C)" 1 ST. FLOOR PLAN �y PLO 1148 S.F. LIVING SPACE ! 6 529 S.F. GARAGE 1 b 70 CN r M a o- z � o Q ,I S o � v o � N it O z m Z Z E v 54'-0" 6,-6„ 47, 6„ 12,_11•• 5'-19" 5'-4" �' 0" 3' 0" K 1 3049 3046 C23 20210 3045 ;046 -TEMPERED GLASS- -OPTIONAL- LL W ® ® r,96.0 nrT�crvu 09 sc uR[ sLAs: U > r m BATH Z Y Z LID - Lu LuLuY co 00 MASTER BATH `� 2 fy n F O LLJ cn F- 15'-6" _ _I * Z _ - W-10" O F Z LLI °I BEDROOM Z 0 0 in MASTER BEDROOM 5'-6" id- 2'-6 W. 1.C. �n _0 � I - - - - - - � 3p'0" 5 �o° 3'-0" 0 T'-9• � ,o,�c�ERAN 1AN - a -I 'r sSL+ �DMVN LoereA a�='rPr� 5 -10 5 -10" _ 7 m STAIRS CLOSET P.WET t0 ~ N x _ F q N 4x4 POST _ 2•-G" - H N TO RIDGE I � 4-n" N 4._D.. X 2._s• D N o 5.-6.. 51 6' 2" 0 1Y-0" 4'- CLUE I CLOSET y CLOSET -6' Q O 0 ® - - o Z W m H Z ae K O N Z @v M 3'-0" - o BEDROOM - - - o _ BEDROOM / OFFICE 0 14'_10" 12,_0„ -- �* ;W4 W �I 0j M NON STORAGE ® - - AFRV604 _ STORAGE ROOM = - - - -- M, 'S' O � 0 b ,. W U2 3949 3a,re 6 o„ yr—o 2ND. FLOOR PLAN 1125 S.F. LIVING SPACE 502 S.F. STORAGE T- w a a o a d u v o r N ik O Z � m E Z w 3 zaz W C, - Y to — pU 0WLLL W U) z � 12 12 ry - m O 10� Y u� U m 7 m N Oi F N N F m a �( 2x12 RIDGE Q LL p K Q 0 } N W N I O N z M D 12 f _ J oc, � /-2k01S.OC" 12 12 J 10� 101 / 1� / 4 Li — / axe RR © n^rr 12 12 �� Iol / lo� � UW za 12 I O A hu N r 0 O O LO Q a o Q n s � O N m � # O O UJ O O Ld > LJ zr Qz __ -- -- - - - - - - -- --/� - -' - -- - - - - — Wo J Y - - U) 0 L) 0WILL� I=- z opo CHI opo Y m U 7 m m _ r LL Y FRONT ELEVATION o Of w m � z m O N z M F. f0 z _ O w PLO REAR ELEVATION r 0 a a O o N O 'L fD o N m m u o Z m a Z LIJ E ww ZQZ W W _ Y U) 0 L) L W U) �- z � < ZW Ir - Z _ T rFMO F9 R FffilLJ = EIO El 0 El F71 � LEFTE ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ 0❑ 0❑ D ELEVATION RIGHT ELEVATION U C7 g O w �+ 0 . its N r LL O O Q a _ z n b a v S N II = o � N T # O zm w a Z E 3 J m ❑ In ❑ WINDOW / DOOR SCHEDULE EXPOSURE CATAGORY: B z Q Z MEAN ROOF HEIGHT: 23'8-I�z'� WIND—BORNE DEB RIS PROTEC TION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS W J Y tn - 0U LIVING SPACE: MAXIMUM MEAN ROOF HEIGHT: 35') =O co IL. F SHUTTER ASSEMBLY EGRESS GLAZING UNIT AREA 1ST.FLOOR 2ND FLOOR MIN D.P. MIN D P. UNIT D P. NOTES Z U) Q MANUFACFURE CATALOGUE NUMBER DESCRIPTION U-VALUE N.T.S. r 2< I­ 5F. S.F. S.F. QTV. QTY: 20NE4 20NE5 I -- FOR PANEL SPANS: ANDERSEN 3046 DBL HUNG 5.9 10,B 035 150 10 10 30 35 s0 USE w/D UPGRADE KIT 0 < 4'0 WIDE SPAN Z Z ANDERSEN 20210 DBL.HUNG 2.3 4.0 035 6.6 1 1 30 50 ' USE w/D.P, UPGRADE KIT.OBSCURE GLASS OPTION. 23/32" 'APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD = I _ (OVERLAP AROUND OPENINGS 4") ANDERSEN CN23 CASEMENT 2.3 70 0.33 10.2 1 - 35 50 I = O JI ASSEMBLY: i, ANDERSEN C23EFRENCH 4.0 B.5 033 12.0 1 30 - 50 TEMPERED GLASS.OBSCURE GLASS OPTION ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 10 w WASHERS GALVINIZED OR S# ( / ) TAINLESS STEELANDERSEN AFFW609W - 24.2 032 26J � 30 65 WOOD SCREW @ 16" O.C.ANDERSEN FwGlofillqER 24.4 38.] 0.28 66.9 1 2s 25 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ` F c wN#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS)MACHINE BOLT @ 12" O.C.THERMATRU 52IDG w/ 20.0 - 0.16 X25.0 1 3D 55 e X THERMATRU S263RSL I/DX6/13 SIDELIGHTS - 2.0 0.2] B.0 2 30 55 L. Y 0 O II O Y m 2 W m STORAGE GARAGE: ~ z I�' I•I" MULTIPLE SECTION ASSEMBLY: o N EGRESS GLAZING UNIT AREA MIN D.P. MIN.O.P. 1/4" THICK BOLTS @ 2' OC Z rMANUFACTURE CATALOGUE NUMBER DESCRIPTION S.E. S.F. SF. QN' INND. ZONES UNR OPNOTESNDERSEN 3046 pBL. HUNG 59 108 15D 6 30 35 50 USE w/D P UPGRADE KRHERMATRU 5262 3/0%6IBPREHUNG 200 5.5 250 1 1 — 7p _ SHUTTER ASSEMBLY II II II N.T.S. (5)HUR.STRUTS w/(3)CENTER MILES PER SECTION FOR PANEL SPANS: 1.1 el li "i GADco 1524 a/oxB/o O.H.DDDR 64.0 s4.o z - z 35 4' OR WIDER SPAN 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") N)' Fy Ing ALTERNATIVE FOR OPENING PROTECTION ) z TABLE 1509.1.4 2x4 STRONG—BACKS @ 24" OC II II WINDSORNE DEBRIS PROTECTION FASTENING Id Id. w W4 SCHEDULE FOR WOOD STRUCTURAL PANELS ASSEMBLY: II II u FASTER SPACING (INCHES) 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR a Z, FASTNER PANELSPAN 2FEET<PANEL 4FEET,PANEL 6FEET, PANEL STAINLESS STEEL WOOD SCREW @ 12" O.C. II, TYPE <2 FEET SPAN<4FEET SPAN,61`EET SPAN<BFEET 2), ATTACHING STRUCTURAL PANELFASTEN TO BUILDING w/ 2-1/2"#6 1s 1s 12 g #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 0 WOOD SCREWS WOOD SCREW @ 16" O.C. —2--1 @ 4816 16 16 12 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WOOD SCREWS #10 TEE NUTS ATTACHED To BLDG. w/ #10 ( W/ WASHERS) _ W WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM MACHINE BOLT @ 12" O.C. -, GkFtE O PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENJING PROTECTION IN ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) III , 1 t91 ( _7 ' aOPC s1��P• N r 0 O O co Q a z :i `v o _ � N RID13E VENT - z a z E v _ 2119 MRH _ — _ — --- PDGE — _ PocF 2X6 CT W-77 ASPT ALT ROOFING 150 FELT UNDEPLAMIENT (+4/11 PITCH) CS'x,60 - I1/2' CDYTER-PLY SHEATHING(.+ /12 O= EPSs) w ; -- �P° - - Z Q Z -_ - w Y uwi � 2xR cJ 616"0c Rao Ivu0U su nDN D U) LL D _ — - _ - - 0wLLl— Of7 — - 1, _IH - wU) I~— o ® ® ® = zea zw � m - SIDE WAU - VINT M - 3 4" SUSFLOOR - DICING .jy.6 PR — O4 VIGIL GOING - - -- - - WI40 9-I/2" WOOD-I FJ @l6"DC TYVEI< VAPORORBARRIER __ - - (2) 2v1G HEADER- _ _ (AIT i/16" DEB SHEATHING) j _ - - - - - 2X3 STUDS 613'OC _ _ _ _ R191PISULATIGN F N F � - - 3' HIGH - - - - co _ y PALING -- - - _ Q } N 2 W o0 z eo 5/4" DECKING - 3/4" SUB FLOOR m - - - 2%F PT DJ 616'bC O N WI40 9-1/_" WOOD-I FJ 616"OC R30 INSULATION SILL z 2%G P.T slLl. PLATE M (2) zxlo -T GIRDER (2) I7IY11-716" LCL TERMITE SHIELD SILL CASKET CD 110' CIA CONIC PIER J STEEL COLUMN FOUNDATION: R' POURED CONCRETE WALL D AMPPRCOF EXTERIOR D ® TTP '6"v0" CONC FTC !h �L CCNC. SLAB SECTION A- A ROOF AR..'vHNT /y - a y ATTIC 4 O US SECOND FLOOR iT- 3 3" F AI. N FIRST FLOOR u. O BASEMENT SLOPE'W PER FOOT PITCH TO DRAIN W PLUMBING SCHEMATIC TO APRDVED SEPTIC SYSTEM a NT- a m - z a N n = o � a o � N m # O Z `m m Li Ez m � W RIccE VENT C) Q } z z \ W J Y 2¢10 1 to 00 RIDGE O WLLF— Gc. 2X6 GT T48 CC W >U) I— zxs CT 94e"oG _- _ _ _- — _ _ _ c — _ z Z ©b O 2X6 CT 048 CC — 2x10 ca @M"uc RSO IlusuLAnON !`,111{j1, '17S 7`7' 7' r1 ('114 ? .7S H11, llll r' 7' 7 .Y'1 f1II 117; 7' 74 711'1 '�f"`17S 71 ". 11 1i 1' 71 1'17111,71 7171 !', 2X8 LJ 916"0C Pao INSU ATION Y uwi ® ® _ ® ® ® ® F N Ol N N _ 7m( N Q iIDF WALL VENTIn LL - Y - FLOOR' - - Q 0 - i-1/20 R - FLOOR- O WILD W140 9-1/2 W000-I R10"01 S/{" SLI9 FLOOR moi' N RSO IN3/4" ) 1 ) ) ( ) ) 1 ) ( WI4D 9-1/2" WOGD-I 916`00 �a"fi 4q e 2 W a0 I ( I ( f 11 111 111E V , I > IF 1) S l 1 �fi 0C Of N (S) 1-3/4X14 LVL GIRD-Rz - (z) zxlo tieaoER h 1313 _ 1311 1311 F3/4"LOUR 9U9 FLOOR A40 W140 9-1/2" WOOD-I 916"OC P,33 INSl1LAlON CKWG 111 1 1 1 ) l 1 ( I 2X6 PT DJ 916 OG +" cavc SLAB (j) 1—a/4x11—�/e LVL clRoeR (2) 2X10 PT GIRDER 1, DIA. cGNC. Plea U STEEL COLUMN 4" coNc � - = = I � 'LADE� SECTION B -B ,4`A ICU o� R N r 0 O W O O V, r CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: In PART NUMBER: NOTES: 4RIDGE-Tq-RAFTERS LSTA24 _APPLY TO EACH PAIR OF RAFTERSoRAFTER-TO-WALL RT20APPLY TO EACH RAFTER �'RAFTER — NOTCHED RAFTER RAFTER-TO-PLATE APPLY TO EACH RAFTER oRTIS mRIDGE RIDGE NSE WITHOR) 2PLATE-TO-WALL STUD SPTUAm2ND. FLOOR WALL-TO-I5TTUD oHEADER-TO-JACK STUD 0LTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTSHEAR WALL HOLODOWN ANOHOR APPL7 TO EACH CRIPPLE STUD ADSS APPLY TO EACH SIDEWALL ETYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-RWRAP UNDER DOUBLE SILL PLATEQWITH 3" SgURE WASHERS) }USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION ZFOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAp CAPACITY YSTAIR TREAD URAFTER TWEENPROVIDE THEE ND STUD RIM BOARD FBETWEEN THE END BTUD STRINGER RAFTER AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION QFORALLOWING HOLDDOWN INSTALLATION CONNECT CORNER STUD ANCFIOaeoLr corvrvecTloe FOurvonTlory sle^DIA ANceoReoLTTOP PLATE TO TRANSFER SHEAR TOP PLATE --0 canwL scACE CR FoourvonnaN ISTcar rs-oc �� FASTEN WITH (2) 16d WALL STUD WALL STUD COMMON NAILS @ 6"O C wnwisance oa pourvonlnory R STORIES ]6'OL WALL BOTTOM PLgiE ID FOIINOATION SIDEWALL sue-oN.cRAoel �-s sroRlEs sT oc m END WALL USE WITH 3x3 SgUARE WASHERS � TYPICAL RAFTER TO WALL STUD CONNECTION (uSP LBPsSa DR BP550) ALTERNATIVE RAFTER TO WALL ST D ONNECTIDN POST SHEAR WALL CORNER CONNECTION Y n U � F N 12"x12"x12" CONCRETE FOOTING '^ F 2ND. FLOOR WALL STUD KING STUDS v m Q WOOD JOIST 2ND. FLOOR PLATE LL 1 Tro FSO te SUBFLOORBOARD CRIPPLE STUD O Ir BLOCKING RIM BOARD WOODJOIST HEADER O 0 w Ir GIRDER/HEADER 1 ST. FLOOR TOP PLATES H W m WOOD GIRDER JACK STUDS z m WOOD JOIST O N IST FLOOR WALL STUD Z GIRDER JOIST FRAMINr OVER W DD GIRDERTYPICAL HEADER CONNECTION .A JOIST FRAMING FLUSH WITH GIRDER/HEADER CONCRETE PIER T�'PICAL MUL'TI-STORV r C IOPI8 1ST. FLOOR WALL STUD ICU 1 ST. FLOOR PLATE WALL STUD SUSFLOOR PIC SILL GASKET caoFRr 94 BOTTOM PLATE WALL STUD O RIM BOARD BATHTUB BOTTOM PLATE y W DOUBLE JOIST BUB FLOOR TERMITE SHIELD DOUBLE JOIST DOUBLE SILL PLATE DBL SILL PLATES 1 OINTS - - W FOUNDATION WALL (TO OVERLAP J - - U FOUNDATION WALL FOOTING INSTALLATION (7 y - ea UNDISTURBED LASASE SOIL R.w� 0 DOUBLE) IST FOR UNDER ABATHTIIR = / LAY UNDIS asiIC BASE DIRECTLY ON DOUBLE JOIST FOR NON-BEARING WALLS LEVEL RE GRGgN 61FN,DVEDI 0 ]ST FLOOR TO FOUNDATION COMM CTIOIJc SILL PLATES TO FOUNDATION ANCHORING FT CONSTRLICn N •+P''AS'yI�pLUMB +° ET",-, BRACE TUBE CYTONS V4 nl=_III=_In_ _ _ _ _ =ul=_J=_ � � W I ILL --,III�III IIInJIImIIL;111=11F111=,IIHm l �`�� W � �y AS PER MAN U ES'INSTRU Fi ISI o FO� OISTURBEO / per' sol µ{ GIRDER/HEADER '• `' LAY LAYER OF E qa GRAVEL 4 �r LEVEL AND COUP BAS N6 POST GIRDER/HEADER LAV PLASTIC BABE pN C POST/COLUMN �III�\ LEVEL BASE FIT CONSTRUCTION TUBE ANOP MB A GIRDER/HEADER BRACE TUBE 1^1 IM DECK JOIST POST/COLUMN FILL AS PER MANUFACTURESINSTRUCTIONS ° ;III=111-JIIMIII=,III-III=,nrul-lTl-11 POST/COLUMN BIGFOOT SYSTEMS FOOTING FORM IN ACCORDANCE WITH SECTION 10411 OF N Y S RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT osT ro nF caoFRiH E PRESCRIBED IN THE CODE IROERi THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT cry.Rov ACCEPTABLE FOR USE IN N Y.5 BASED UPON ICSO EVALUATION SERVICE REPORT a ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN 0 W < m O o Z � � x N 11 c O ri GENERAL NOTES WIND FRAMING NOTES NAILINGSCHEDULEV PLAN CONTENTS: All 1) RIDGE-TO-RAFTER ASSEMBLY. ROOF FRAMING; OCCUPANCY CLASSIFICATION R3 RESIDENTIAL CCD � m BUILDING USE DWELLING ? Z 1-114"X20 gauge strap shall be attached to each pair of rafters In accordance to fable 34 JOINT DESCRIPTION NAIL NAIL NOTEG E c c When a collar Oe is used m leu are ridge strap,the number of 10d common nails requtred QTY. SPACING BUILDING HEIGHT 29�-2" CQL Q CQL CONSTRUCTION NOTES. In each andofiftecollartleneednatexceedthetabulatednumberofednail.InIlesIt., RAFTEftTO B'WAL3-BdCOMMON EACH TOTAL SQ. FT. OFCONSTRUCTION LIVING SPACE2323SF. r,ARAGG. 529iF STORAGE: 5025F O Uqp ❑ TOP PLATE 10'WALL 4-Bd COMMON RAFTER TOE-NAIL ,) The information details lTsset and,flnmruchon minstantsls old,n to basicdesign2) RAFTER-TO andWALL ASSEMBLY PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND Intent and fiamin details The are intended as a cocompliance aid,nor a t Now Yar Lateral rice to and shear wall c rafter ontr tu do no cn oe with st to late shall rs in CEILING JOIST 0 WALL 4-a COMMON EACH DESIGN CRITERIA forgg y g g p p TO TOP PLATE 10'WALL 4-fid COMMON JOIST TOE-NAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Stat ebuilding codes he G neraibellding praacto a swooniblef r proviith ding !rent New York or trusaccordses sea l be all able 3.When a ewall o p plate o dnotingea lltop pia slshall b attached FRAMING E MENTS AS PER FLOG LANS CROSS SECTION AND GENERAL NOTES State building codes The General Contractor Is responsible for providing standard or busses shall be attached m the wall top plate and the wall top plate shall of atlached g CEILING JOIST TO AS PER TABLE 3] EACH FACE sound and details and procedures to ensure a professionally Flnished,structurally theta[e connected stud with uplift connections Roofs overhanging the rake side or the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 sound and a weatherproof completed product shall be connectetl wllh uplift connections In accordance with fable 3 Be CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE lO meets erreGenfel Contrtiers, corns responsiblemyadforlocal ensuringthatall ces a d re ulationshon 3) WALLY some LL studs carry V > } meets currant federal,state,county and local codes,ordinances and regulations,etc Wall studs above and studs When a floor level shall be anached with with connections in COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS w/ STORAGE 20 45 These codas are to be considered as part of the plan °tions for this building and accordance with table 3.3b When wall studs above hot fall in assembly with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS Q Z !LIVE LOADS PSFJ ROOF (GROUND SNOW LOAD) 45 Z should be adhered m even If In variance with the plan studs shall be attached to a common member in the floor assembly with uplift connectors m BLOCKING EACH TOE Y accordance with table 3.3 TO RAFTER 2-Bd COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 W LLj J Y (D Dimensions NOT SCA shall take precedent over scaled drawings. ROOMS (SLEEPING) 30 RIM BOARD EACH ENO � - O U (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TOFOUNDATION the TO RAFTER 2-Im COMMON ENO NAIL STAIRS 4O In LLL Z) First wall rud.St shall be connected is the i foundation,embedment 5111 plate,or bottom platewithrou uplift GAURDRAIL5 (ANT DIRECTION) 200 W LLL 1-- responsibility re The designer hes not been engaged for with these pla supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 orches in concrete WALL FRAMING: O responsibility for construction coordinating with these plans,nor reres,o Tory for the plate a and slab nn-grade,n15 ceInches with tin masonry block feel straps a or lapped under NAIL NAIL EXPOSURE CATAGORT B constmchon means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3 36.When steel straps are lapped under the JOINT DESCRIPTION QTV SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W U) Q precautions and programs 1n connection with the work.There are no warranties fora bottom plate,31nch square washes shall be used with the anchor bolls Anchor bolt !ROOF - FOUNDATION) DETAIL PAGE x GENERAL NOTE AGE Z specific use expressed or implled In the use of[hese plans sparing Us to he spaced and sized In accordance to[able 3 2. In addition to spacing, TOP PLATE TO PER FACE NAIL 2-16d COMMON anchor hulls are to he spaced between 6-12Inches from one end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 NAILING SCH DOLE SEE GENERAL NOTE PAGE Z LLj 5).Referto the Window and Ooorscheduleforaxtenoropenings nomem TOP PLATES AT JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z INTERSECTIONS 4-16d COMMON EA SIDE NAIL 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5),TYPE EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION SYM.' or exceeds manufacture's s esi ompas and applicable modes Type I exterior shear walls with a minimum of 7116 Inch wood structural STUD TO 24" FACE (SMOKE 4 CO2 DEFECTORS) p pp panel on the exterior STUD 2-16d COMMON O C NAIL SEE FLOOR PLANS attached with ed common nails a[ 6" r c at the panel edges and 12"o.c.in the field,and 7).The General Contractor is to consult with the owner for all buil[-in items 112 inch gypsum wallboard on the Interior abashed with 5d cooler nails at]"a c.at panel HEADER TO 16"O.G FACE TRU55 DESIGN NIA - STAN ARD STICK F AME CONSTRUCTION m such as bookcases,sheMiripoetry,close(.,trims,etc ed re and 10"oa.In the feld shall ba in accordance with the len th ra ulrements s eclfled HEADER 16d COMMON ALONG EDGES NAIL O g g 9 q p ENERGY CALCULATIONS RESCHECK 3.5 RELEASE in table 3.15°-b TOP OR BOTTOM 2-ifid COMMON PER 2x45TUD ENO B).Wind load requirements shall betaken Tina account during construction PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO re FOUNDATION NATES; Type li exteror adjustment fedora in table erequirementsmtable315°-b times the appropriate PER FACE NAIL Y as length adjustment factors In[able 316 FLOOR JOIST,BAND JOIST, 2-ifid COMMON FOOT BEE NOTE: 7,2 WALL LEGEND L) m 1) The General ed heights and Meson l2 review plans,elevations,dateds and notes to END JOIST OR BLOCKING ] be determine intended helghls of fnished floors)above typical grade 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: ~ Allowable sidewall lengths provided in table 3 14 shall be permitted to be Increased when NEW WALLS O `- m 2).All footings to rest on undisturbed(virgin)soil. Interior shemwalls are used Sheathing and connectors shall he in accordance with JOINT DESCRIPTION NAIL NAIL NOTES � 244.2 and 224 respectively. QTY SPACING as 3).Provide 1/2"expansion joint material between concrete slabs and ahuttng JOIST TO PER TOE EXISTING WALLS X concrete or masonry walls occunng in exterior or unheated Interior areas 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR BURGER 4-ed COMMON JOIST NAIL LL Header and/or green connections shall be anached with uplift connections in accordance BRIDGING 4) Any new concrete walls being attached to existing concrete structure shall EACH TOE WALLS TO BE REMOVED [ _ _ ] Y be Installed with 44 re-bae,18"long at 12'o.c. Use approved epoxy for Installation with table 35 Window sill plates shall be have steel connectors m accordance with table TO JOIST 2-ed COMMON END NAIL W 35 BLOCKING EACH TOE z-Bd COMMION BEARING WALLS ® o O rn 51 Unless 4 inch thick noted,all grabs on grade to wire a me p so Concrete tebe g) CATHEDRAL CEILING ASSEMBLY. TO JOIST ENO NAIL K H poured on 4 inch thick sand or gravel fill wllh 6x6 wire mesh relnfordng Interior slabs Where a ridge Is to he used as a structural beam,the rafters shall either be notched and BLOCKING TO EACH TOE S W m to ha minimum 3-112 Inch thick. 3-16d COMIwION anchored on top beam or Commanded to be ridge ato eachnd wall rafter-be be SILL OR TOP PLATE BLOCK NAIL 2 Ce Ce 6.Crawl s aces to be rovided with a minimum 18'k24"access° pin .Install one along the open telling part of the building Connecllons to rhe ridge and wall shall be be LEDGER STRIP EACH FACE P P Ps 9 atlached with the above requlrements TO BEAM 3-i6b COMMON JOIST NAIL Z 7), 6castIronfoundafianveadalkent for vary,50sminq. of area JOIST ON LEDGER PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Ce DECK AND COVERED PORCH NOTES: fid COMMON 7).pampp flea Ciorofuction Cod with -mil bituminous coaling as shall bper applied liedR40over TO BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ILE5HIELp N V G Residenllal Construction Code A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 AGO pressure treated lumber. BANp JOIST PER ENO NOW SIFEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT FLOOD the below grade portion of exlerlor walls poor to backfiring All fasteners,hangers and anchors to be galvinized or stein less steel ANDTO JOTSIST 3-16d COMMON JOIST NAIL HLARD5 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 8) Drainage as p....ollon R405 of N Y S Resldenlial Construction Code 2) Before for deckjm.tsto be torch to each post with washers and nuts BAND JOIST TO. 2-ifid COMMON PER TOENAIL MODERATE SLIGHTTO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:7 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MOpERATE 11 NONE - FRAMING NOTES Into concrete with aminimum 1/2"die x7 long anchor bolt with washers and net. ROOF SHEATHING: 1) All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3) Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footingJOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual Us.2 minlmum 1/2'die x 71-long anchor bolt with washers and nuts.Feeling.ShanDTV. .PACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: be 3 ft below group Concrete piers to he used with all porchesldeced with roofs or pergolas. A6 PER TABLE 3 8 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 2).Unless otherwise noted,all framing and structural wood materiel to be#2+BTR STRUCTURAL PANEL Bd SHEATHING LOCATION WFCM-SBC ATPANELEDGES SUPPORTS IN THE PANEL FIELD Douglas Fir 4) Deck Joists to have blocking of 5'0 o.c. W PERIMETER EDGE ZONE Bd COMMON @ 6'0 C ed COMMON @ 6"0 C SEE NOTES 1,3 CEILING SHEATHING: fn 3) Floors,walls,spillage and rafters to be spaced at 15 inches do unless noted 5) A minimum of 10 inch flash Ing shall be installed between the building and Iedgfir NAIL NAIL INTERIOR ZONE fid COMMON @ 6"O.C. fid COMMON @ 12"O C SEE NOTES. 1 (BOTH FIELDS) mhardAm. JOINT DESCRIPTION NOTES Ledger to be fastened[a building with i l2"die bolts with washers and nuts QTY. SPACING NQTE:2 FOR PANEL FIELD W 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2 i BTR Doug Fir where needed. GYPSUM 7" O C EDGE GABLE ENDWALL RAKE AND RAKE TRU55 8d COMMON @ 4"O.0 ed COMMON @ 4"O.C. SEE NOTES 1,3 L, Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 5d COOLERS 7" OC FIELD LFr� openings LVL headers to have(3)Jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. NOTES openings Bearing wall window sills shall also have(2)window sill plates for 2x4wallWALL SHEATHING: openings between 4'1 and 6'0 and 2x6 wall openings between 5'77 and e'9.Provide fire w 7) All Joists to he supported with hangers and anchors.Each Joist shall also be anchored NAIL WAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. V and blocking where applicable to girder(.) JOINT DESCRIPTION QTY SPACING NOTES O 1) For roof paramemg witedge in 4zoo attachments chof a penmquiredneer hall be used including 4 feel on each side of the roof peak, ��ii 5 All flush beam.lheaders to he Installed with heavy du g 6).Covered Roofs shall be assembled and anchored the same manner as a typical hullding STRUCTURAL AS PER TABLE 3.9 the 4 toot perimeter edge zone attachments required shall be used Z y ty galvinized hangers and PANELS Bit COMMON WFCM-SBC anchors where applicable to all connecting foists. PLUMBING NOTES' 2).Tennison]12 lash o c pall spacing assumes shealhing attached rafter!truss framin members with G> ]Ii 6"OSB 3"C.G EDGE n pAB._ fid COMMON For framing members with<0.42<G<o 49,the nail spacing shall be reduced m 6lnches o c, r "�. 0 6) Double v floor ceramic his ealleds that run parallel to the fir load and under bathtubs 1) All water supply,drainage and venting to he Installed as per N V B Residential PLYWOOD 6"D F FIELD ,yam 4z NC Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code GYPSUM 7" O C.EDGE n lens. 5d COOLERS 3).Tabulated4Incht c 4211spacingassumes sheathing rafter framing moll G -,�?Frf S.i? � ° p WALLBOARD 10"C C FIELD framing members with 042cGcg 49,the nail spacing shall ba reduced m 3lnches o c ,/I0 fir, pa{' '7" ` ` L>•I 2) Verify septic system with the Engineer for Suffolk County Health Department approval O� 7) Provide hlockinglbridgmg In floor joists a[B'Ome.Use solid blocking In floor joists FLOOR SHEATHING: 1,•. under all hearing walls 3) If wall studs,plates or Joists are cut out during installaflon for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES r ''1 provide adequate bracing and plates to protect antl secure the structure Venfy with the QTV SPACING .,d eN W B).Provide insulation baffles at save vents between rafters Install draft blocking as slate code and menufadure's recommandatlo4 for maximum hole size and sped no pertained STRUCTURAL PANELS 6"OC EDGE WALL SHEATHING REQUIREMENTS FOR WIND. ICA S+ needed. SYSTEM S VOR LESS Bd COMMON 12 OC FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE HVAC SYSTEM NOTES SHEATHING LOCATION ATPANELEDGES SUPPORTS IN THE PANEL FIELD COX extend sheathin gradeUnless otherwise noted, !plyw000fs od Plywowallsod dtomo have a over um 1.and hoadpry Fir 1) Mechanical subcontractor is responsible for adheapng to all appllcible codes end safety NOTES: g g plywood Plywood to cover over plates and headers requlrements 4'EOGE ZONE ed COMMON @ 6"O G 81 COMMON @ 12"O G SENOTE:2 FO )' 10) Unless otherwise noted use 314"thick T6G PTS Fir or Ativantech plywood sub0oor THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to floor joists.Flni.he]floor to be installed eqHVAC u pment supplierador Is to Nlly coordinate all system data and requirements more the MENTIONED IN SCHEDULE NOTES ONLY INTERIOR ZONE ed COMMON @ 6"O.0 Bd COMMON @ 12"O C SLE NOTE: W over subfloor as per manufacture's Instmctlore 1).Nalling requirements are based on wall sheatlhmg NOTES 11).All bathroom walls to have ill"thick moisture-resistant sheamer, Garage walls and 3),HVAC subcontractor to provide final system layout drawing and submit 11 to the General nailed 5"on-center at the panel edge.If wall sheathing cmflnge and over furnace to have 518"thick rype-x sheehock All other parts of hullding Contractor and owner for final evlew and approval Is nailed 3'on-comer a[the panel edge to obtalm higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTION EO I N SCHEDULE NOTES ONLY, shear capacities,nailed requlrements for slmotwral to have regular 112"racetrack All walls to he taped and finished ELECTRICAL NOTES: members shall be doubled or alternate connesnors, 1) For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment regpmemems shall p) All roof a pitch less thanshall h°Unwilted with an Ice 8 Water barrier or 7) All electrical to be Installed as par V S Residential Construction Cade such as shear plates,shall he used to maintain head path be used approved equalual Fla[roofs shall bee applied N applied with a Fiberglas base sheet with an EPOM 2) When wall sheathing Is mourners over commented 2) Tabulated 12 Inch o c nail spacing assumes sheathing attached to stud framing members with torch down type material over. 2).All eledncal work shall be approved by a qualified Underwriter. 2) tabulated number of nails shall be permitted G>C 49 For framing members with 042<G<,the nail spacings shall be reduced to 6lnches o c 13) All to be reduced toi-ifid nail per fool Too be installed and mod Incontactcon-!-tax ete tormb shield urapproed Sill equal. of 3)_Install Smoke nts]detectors Construction Carbon Monoxide detectors throughout as per section R317 3) For enhance panel siding,galvinized box palls shall be permitted to be substituted for common palls I be Installed with a foam sill gasket and cop-rvlex termite shield or approved equal. of N V S Residents]Constmchon Code p EDN aTOM Y. 0 20'-10„ z a Si_O . _ El rT_ w � � oa IlF 'CI IZ PU,T INPI'l-TEDTI) 10 CIA ppN�FI939FIcw AE �p ` I !Ol] O w `j > � L) < 9HRIEI9 , r,fn C BPIII6;Trp U HOWSE W/ ICl \� I% LLGIA GALV U 01 _ QC LIJ LL __________________ ________ - ________________________ �j LLJ U) In ❑ ______________ Ir _ _________-___ I I I � CC 0 ---------------- - (� m LL � Q � 3 HIGH RMIIN, m TRE' °F" 'N` FOUNDATION PLAN o Z o" 12' 0" E ZEE" lA P9A 0915"UC .r _'%9 FT LEO,FR (N TFI Pi POW' BIIIG101 TFp Tn rONNECTEp TO POW' ;. 310 w/ (',) w% (,) V^" ola CAI v_ 1/2 GIF CAI BCI TA PFR POST O P�9 7 -IX4 PT POST CONNEC ffL N III" pIA I'IIpIL. _ — 3 9ELOW GRAIIEA9E In — C ROSS SEC TION u l -- _ Irl w gI w v Q� N / J 1 ST. FLOOR PLAN al wrm a a Z n o ¢ N - �n � o p nl — - I_ _ WW i I - U Qz W0Y _ Y � LL D W W ILL I- - ��__ -- - - - -= - _ - - - - z LLI i F N � IIIc F Y a o REAR ELEVATION s O N Mo 2 in u � - o- _ -- W Mill LEFT ELEVATION RIGHT ELEVATION 0 C4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS — - o USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER LIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ y P _ 4"MAX i 4'MAX an \\, 5"DSA NIAXIMUM Ar Ce } V T DIA MAXIMUM - / Z o m POST J 3 UJ a GIRDERMEADER (l GO ¢ o ¢ o w o a I / .. ��. S, — f POST/COLUMN FJ " CONCRETE FOOTING — toII ��' DECK POST FTG CONNECTION O Q \ DECK/PORCH RAILING \ LOCATION USPNUMRER DESCRIPTION APPUCAnoN Z 5TAIRRAILING \ POST-TO-GIRDER/HEADER CONNECTION IIInx�•I POST PAuaa OR wE•LI PDST/HEAMANr.HORAPPIYTOEAcn FOOTING YLy J � ULSEMIN.(211/2-DIA GALV DDLIS WITH WASHERS AND NUTS GI%POST I'AUGti OR WE66 POST/BEAM NVCIIOR MPLY TO EACH FOOTING 1-For SPACE U ( 5 LL MINIMUM %�- W W LL I— HANDRAILS % / j! LU � F— GIRDER 2 5 ( IF �•1•, GIRDER/HEADER BALUSTERS RIMNEGI(JOI51— o �A " 'I i %/ �� caNcaeTEP1ER. "1�>. POST/COWMN --F7 mo OPEN BALUSTER ATTACHED TO WALL f HANDRAIL CONNECTION ALL HANDRAILS SHALLOE CONTINUOUS I HE FULL LENBTH � DO J Y N1Oi POST-TO-DECK CONNECTION Ad IAL[NOT ESTHAN 1 PORT ION OFAUHAN 2'IN HEADER/GIRDER-TO-POST CONNECTION 7 ru SHALL NOT BE LESS THAN 1d/4"NOP,PADRE THAN 2'IN \ LOCATION USP NUMBER - DESCRIPTION APPLICATION Y- N M CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE SlIN (2)1/2'Or A GAIN DOLTS WITH WASHERS AND NUTS �., ! O. (2)BEAMS PA1144 OP.I POST I BEAMANCHOR APPLY TO EACI I PIER (— PaovInEANEouIvnLDNTCR1r-Pmc suargcE GIRDER/HEADER TO POST/COLUMN CONNECTION (67 BEAMS PAusfi oP wess PusT/REAM ANCI1aR APPLY To EncH PIER be _ x \\\ FHASHING TUGKEU UNDER LL \\�\ *RMIINI �, PIECE OF SIDING AND Y ED OVER FIRST CONTIN _ O \ \\ OF SIDING BELOW a D cIRDEremEAoeR--- —O \\ , \ UNDISTURBED SOIL OM 3 N '\\, R LAG BOLTS WI WASHERS LAY PLASID BASEDIRECTLY ON % / Ef,I ED TO BLDG §16"OC LEVELUNDISTURBED SOIL(ORGANICS REMOVED) S W STAIR TREAD O FIT CONASE r a: POST/COLUMN FII CONSTHDGTIDN TUBE AND PLUMB K A 0 \ BRACE TURF 0 N RIM BOARD FILL AS PER rnnrvuFncruaGs•msmucuDNs ZRP FLOOR S III=STRINGER HLOCIGNGFOPOST-TO-GIRDER/HEADER CONNECTION LAG HDuHnNCER LOCATION USP NUMDER pEBCRIPIIDPI MPLICATION RIM.IpIST/BD0LIDCDLl1MN PB544I PBSF4, GEiE PDSTCAPANCI TOR APPLY TO EACH COLUMN DISTURBED / POOR SOILSTRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PH5661 PBSFIEEL 66PO5TCAP ANCIIORAPPLY TO EACH COLUMN IAY4-6"1-AYERDFCRUSHEOSTONEOP, Houow cowMN sumPSDly siRavz He_ wcnoP nPPd TO EACH COLUMN pECI<IPORICH LEDGER CONNECTIOIVORAVEL LB/ELAND C BASE C OT LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CCN51 RUCTION IDBC AND PLUMB 9R/6E TUBE FILL AS PER MANU FACTOR'S'INS I RUCTIONS F/ \\ WOCA)HAT-- =\�. =�r Fu=ut„m-,ut„u=,u,€Tiro U wopD JOIST \ \ w V” v (DIST A/ \ z R1 DDuwD \� CONC. PIER FOOTING GIRDERIHEADER BIGFOOT bTSTEnS FOOTING FORI'i {}1- IN��'I✓ H IN ACCORDANCE WITH SECTION 104-t 1 OF NYS-RESIDE14TIAl CODE IN 115 DESIGN x 1 N� 1U WOOO.IOIST I^I' WOOD GIRDER COMPLIES WIN IFIE INTENT OF THE CODEAND THE MATERIAL OFFERED IS ��(ry�'DG�n,�. 0 cIaDERIHEnDEre — a \. j/ Yalr� .PRESCRIBE IN THE CODE INDUI(ABILITY AND EFFECTIVENESS / 1 PRESCRIBED IN CODE EN \ S? O THE DIVISIONh�I ACCEPTABLE OF CODE ENFORCEMENT YS BASED AND UPONADMINISTRATIONS LUATIO FINDS IT ICE PRODUCT s O IS. FLUSH JOISTS WITH HEADER/GIRDER VIf11, /' � ACCEPTABLE FOR use mid vs BASED uPpNlcoDEvnwATloN seawce REPORT � ¢ � ./ SPLICED-JOISTSER-MHS AND SUBJECT TO THE CONDITIONS THEREIN W ALL Jolsrs CONNECTED PR O ER STEEL L CONN TO BE SUPPORTED waD OVER HEADER/GIRDER Pu SPLICED JOISTS OVER HEADER/G I_R�ER THE PROPER STEEL CONNECTOR. __ PROVIDE BLOCKING T T10 TYDOWN ATHATNCHDRE SPICED AIJO IF ABLE,SET FIR JOISTS APRD% tl4"HIGHER THAN LVL HEADERS LOCgTIDN USP NUMBER DESCRIPTION AI'PLICATIDN USE YNITH RT10 TYpOWN ANCHORS '• <9/ �I TO ALLOW F0125HRIPIKAGE JCIS] TO GIRDER/HEADER RI10 TYpp1AIN nNCHOR fONNECT TU EAEH JOIEI ;,h<.� P�,/. 072Cy\4 AO DECK & PORCH NOTES: 1) UH-1 nmelwse-,-led, m nled,A humin,s be111 ALE-Pnorsum treated loins., NAILING SCHEDULE All hardware.M1angws and ancbors to be galvmcetl of slolnlrss steel IOINi pE`uCRIPTION NAIL NNL ACING NOTES _ GTY spPER 2),Gliders lm Jnhloisls to be balled or prolmetl Lou each purl or pier milli washers aM road JDIST TO PER TOE Glrtlals on convre[epier shall he anr.M1nmtl wltM1 propel steel connenon ancM1Prrtl SILL,TOP PLATE OR GIRDER 4-dtl COMMON JOIST NNL mludenerelewlthamlwmaml/2"dioxTlong anchmholtwNureshemeadrill= CLIMATIC & GEOGRAPHIC DESIGN CRITERIA — BRIDGING - 2 "COMMON LACII TDF 3l Purls suppwen9 pvJnrs.ball be enabwetl loal2”x12^d2"Hh¢b cnnrrclz fooling. GROBNO WINp SEISNIC fRGSI WINTER ICESHIELO TO JOIGT _ END NAIL Use.Iminlmurn ll2"lih J'IongandmlhollwdM1 wasM1ers antl nms fooengs shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DELAY pE51GN UNDERLAYMENi FLOOD CLOCKING EACH LOE be4 Lrole. LOAD MPH CATEGORY DEPTH HplARDS 2-9d COMMON glatle. ( I TEMP REQUIRED TO JOIST CND FAIL MODERATE SLIGHT To BIOCI(ING TO EACH TOE A,pedtlnidls to M1ave blocl•Ing al09 oc 45 L05. 1ID B SEVERE 3Fi 11 NONE SII[OR TOP PLATE 3 16dCOMMON TO HEAVY MODERATO _ RLOCI( NAIL 5) Aminlmumol lDlncM1 OasM1ing shall bu inslalletl between thebulltlm9OTIC ladgec -- LEDGER STRIP y_15d COMMON EACH FACE ITcn W em be fastened to huedmy will i/f tlla.bolts witli washers,and nnb TDBEAM JOIST NAIL IT l6"o.c. JOINT OEFAM R J-EdCOMMON PER NDE LL C) ConuolePldn shall bed minimum o'abovugretle TO BEAM IPE NAII BTO JOIST ;1_i6tl COMMON PER END 1 OE'(slsto be suPpoLed wlN hangers antl anchors Eoch JOIST she lalso be anch0atl TO JOIST JOIST NAIL BANG JOISTTD_ R S Ip plrtler[) SILL OR TOP PLATE 2-16tl cDM:'ON FIDEOF TOENAIL ED F C9 Q ' a