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HomeMy WebLinkAbout30105-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z-30316 Date: 07/27/04 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3630 NORTH SEA DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 15 Block 1 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 24, 2004 pursuant to which Building Permit No. 30105-Z dated FEBRUARY 24, 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 SECOND STORY ADDITION WITH DECK TO AN EXISTNG ONE FAMILY DWELLING AS APPLIED FOR. CONSTRUCTION CERTIFIED BY JEFFREY T BUTLER, PE. The certificate is issued to JOHN A MCGUIRE TRUSTEE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1200157 05/04/04 PLUMBERS CERTIFICATION DATED 07/16/04 MICHAEL PEED ,--,4 - /-f� horied Si ature 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. 30105 Z Date FEBRUARY 24, 2004 Permission is hereby granted to : JOHN A AS TRUSTEE MCGUIRE PO BOX 343 ORIENT,NY 11557 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS PER ZBA 45465 at premises located at 3630 NORTH SEA DR ORIENT County Tax Map No. 473889 Section 015 Block 0001 Lot No. 001 pursuant to application dated FEBRUARY 24 , 2004 and approved by the Building Inspector to expire on AUGUST 5 . Fee $ 150 . 00 Authorized &QLature C7,L)/kYnAOND `moi �P-��_iS ORIGINAL Rev. 5/8/02 UEFFREY T. .BUTLERS P. E. - -20 OVERHILL RD. - SHDREHAM, NEW YORK 1 1 786 r331 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONALSOCIETY.DF PROFESSIONAL ENGINEERS si May-2, 2004. To Arf of Southold Building Department Re: McGuire Residence , Orient; , Permit`# 301052 Dear Sirs: Please note the following concerning this application: • I have inspected the strapping, anchoring, framing, insulatioin,and xvater pressure test pursuant to the building code and certify that the kirk coifl*ms to the plans as filed with this application. v' Please call if you should have any additional concerns about this application. Sincerely, :. , Je'r •T. Bu er, P.E. 3 �i o Sze'..-k r F01. uCM CID - Town Hail,53U95 DAain Ahad Fax(631) ','65-1A2? j P.O. Box 1i.,9 �fi F� Telephone�631j ?65.1602 Southold,!veva York 11971-0959 I BUILDING DEPARTMENT TOWN OF SOUT1HOLD CERTIFICATION Bate: 7 1/-o r b 7 Building Permit No.. Gr jCr i7,vne - �y.� -- please tint) ,� Plumber: (piease printf I certify that the solder used.-u, the% aler supply system contains less titan "10 of 1% iead. // (Plumbers Signature) T Sworn to before me this l0 4 Notan Pttblic, PRTFMR.MUMMY IMW Pdit Slate of N=Y01k NM 01MUS022601 . . - QMM N Su1foW GDLM ,... Ooeuor�fon6pfrJnryl6.TD� ° rff CPLRLP L3rL3 Z LrL3 1r —ML r�[P[P[P[P[PC.I�LRGI�G�C.I�CI7LI�LI�CPC.nCn[nLl7LI2110L[C.�C.nC�r SBY THIS CERTIFICATE OF COMPLIANCE THE i NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 ` CERTIFIES THAT 5 Upon the application of upon premises owned by 7c 5 5 5 PECONIC ELECTRIC CORP JOHN MCGUIRE 5 2195 STANLEY ROAD 3630 NORTH SEA RD. �5 5 MATTITUCK, NY 11952, ORIENT, NY 11957 Located at 3630 NORTH SEA RD. ORIENT: NY 11957 5 Application Number: 1200157 Certificate Number: 1200157 Section: Block: Lot: Building Permit: BDC: ns117c Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Second Floor.Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 4dt b1av, 2004. Natne QTY Rate Patina Circuit Tvne .alarm and Emergency Equipment 5 Senior 1 0 Smoke 5 appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. Electric Heater Unit 1 0 20 :amps ^ Electric Heater Baseboard i 0 S KW, Wiring and Devices � Receptacle 5 0 General Purpose Cu 5 Switch S 0 General Purpose 7� 5 Fixture 9 0 Incandescent CJ Paddle Fan 1 0 e� Receptacle 1 0 GFCI 5 5 5 � 5 sea/ 5 1 of 1 Cv This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ° rJ�r�rJ arJr�LPrJ@JcP rr�J�rJrJ�rJrJ�r�rJrJ]rJ@PortrJ arJ arJ arJ ar�PrJ�rJrJJ�PrlarJ�cPcP�PrJ��forJ�rJ'arJ'arJ'rJ�r�'cPrJ@PcP�PrJrJ�r�rlarJ�rJ�rJ�rJ@PUPUPLLURPME I I17I awl APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman = y` 53095 Main Road `a Gerard P. Goehringer w Z P.O. Box 1179 Lydia A.Tortora Southold, NY 11971-0959 �rincent Orlando d p!� Tel. (631) 765-1809 James-Diinizio, Jr. l �a Fax (631) 765-9064 http:,'/southoldtown.northforl,.n e t rev n BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 12, 2004 Appl. No. 5465 - FR. JOHN MCGUIRE Property Location: 3630 North Sea Drive, Orient; Parcel 15-1-1. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 29,626+- sq. ft. parcel has 110 ft. frontage along the north side of North Sea Drive in Southold. The property is improved with a single-family, two-story frame dwelling as shown on the October 31, 1979 survey prepared by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's November 17, 2003 Notice of Disapproval, amended November 21, 2003, citing Sections 100-242A and 100-244 in its denial of a building permit application concerning additions and alterations proposed at less than 15 feet on one side and less than a total of 35 feet for both side yards. The applicant has submitted a former survey and site plan information to indicate the setback from the top of the bluff at 65 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a second-floor addition over the existing westerly one-story section of the house. The proposed setback reduction area involves 3 feet on the west side, at the same 12 ft, side setback, and a 4 ft. reduction on the total of both side yards, to ft same 31 ft. total. No reduction on the bluff side of the house is requested, and the applicant proposes the addition to remain within the existing building line of the house in order to provide for a handicap bathroom and bedroom. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's house is one of the few single- 4`t Page 2-February 12, 2004 Appl. No. 5465—Fr. John Maguire CTM 1000-15-1-1 story houses left among the larger two-story houses in the neighborhood along North Sea Drive. The existing side yard setback of 12 feet on the west side of the house will remain the same, as well as the existing total side yards, unchanged, at 31 feet. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance. This particular lot is narrow and long, which leaves the side yards with little room for expansion, leaving the most feasible design over the first story of the existing house. 3. The requested area variances are minimal, resulting in 11.4% reduction from the total side yards, and 20% reduction on the single side setback. The addition, as applied for, is not proposed to extend closer toward the bluff than the existing dwelling. 4. The difficulty was self-created when the property was purchased with the knowledge of tight side yard tolerance 5. There is no evidence that the grant of the relief will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. The area slopes slightly slopes away from the bluff toward the house, and overland water flow is directed away from the bluff. The applicant will be installing gutters with down spouts and drywells to properly contain water and to reduce any threat of erosion on the bluff or flooding around the house. 6. Grant of the side yard setback relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and duly carried, to GRANT the variances as applied for, as shown on the site plan (received and stamped December 2, 2003), and elevation drawing prepared by Jeffery T. Butler, P.E. November 3, 2003, SUBJECT TO THE FOLLOWING: Installation of gutters with down spouts and drywells to properly contain water and to reduce any threat of erosion on the bluff or flooding around the house. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly Page 3 -February 12, 2004 -- Appl. No. 5465—Fr.John Maguire CTM 1000-15-1-1 addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, and Dinizio. (Member Tortora abstained; Member Goehringer was t.) This Resolution (was duly adopted (3-0). Ruth D. Oliva, Chairwoman 2/1q/04 Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 17, 2003 TO: CDR Consulting Corp. A/C McGuire 250 Sound Beach Road Mattituck, NY 11952 Please take notice that your application dated November 6, 2003 For to make additions and alterations to an existing single family dwelling at Location of property 3630 North Sea Drive, Orient, NY County Tax Map No. 1000 - Section 115 Block 1 Lot 1 Is returned herewith and disapproved on the following o otmds: The proposed addition/alteration to a non-conforming single family dwelling. on a non-conforming 29,626 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIV Section 100- 2426 which states; "Nothing in this article shall be deemed to prevent the remodeling. reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes an existing single side vard setback of+/- 12 feet and a total side yard setback of+/- 31 feet. The new addition will maintain those setbacks. Therefore, the proposed addition is not permitted pursuant to Article XXIV, Section 100-244, which states that nonconforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side vard setback of 15 feet and a total side yard setback of 25 feet. Total lot coverage of+/- 6 percent, following the proposed construction, will not change. .f r Auth rized Sigirature CC: file, Z.BA. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 17, 2003 MENDED: November 21, 2003 TO: CDR Consulting Corp. A/C McGuire 250 Sound Beach Road Mattituck, NY 11952 Please take notice that your application dated November 6, 2003 For to make additions and alterations to an existing single family dwelling at Location of property 3630 North Sea Drive, Orient, NY County Tax Map No. 1000 - Section 15 Block 1 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling. on a non-confonning 29,626 square foot parcel in the R-40 District, is not permitted pursuant to Article=1 Section 100- 242A which states; "Nothing in this article shall be deemed to prevent the remodeling. reconstruction or enlargement of a non-conformin¢building containing a conformity use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes an existing single side yard setback of+/- 12 feet and a total side yard setback of+/- 31 feet. The new addition will maintain those setbacks. Therefore, the proposed addition is not permitted pursuant to article XXIV, Section 100-244,which states that nonconforming lots, measuring between 20,000 and 39.999 square feet in total size, require a minimum single side yard setback of 15 feet and a total side yard setback of 35 feet. Total lot coverage of 1-/- 6 percent, following the proposed construction, will not change. This Notice of Disapproval was amended on November 21, to correct an error. A&riz Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ' 04/25/2004 17:06 631-298-8614 CHRISTINE D RIVERA PAGE 01 ��r air cuou urs:sa ejlr[reefs 8<JTi.F_R THOMAS P4GE 01 JEF�wEIr T. ouriewa aO ®vrR"tLL llro. ,goaw"Mily INrw YORK 1 ) qOd sm 3'a®n-anso Liam"" �e►eaalO,uL C+ewtH N.�ripwiY eeC1eR QI Ieemae,e� a.e..eeaa May 2,2004 Town Of St�o�uft1d Bntldtag Deparunaut Re:McGuire Residence Orient Permit p 3010SZ Dear Sirs: Pkase note the following concerning this application: • I have inspected the strapping,anchoring,framing and Insulation pursuant to the building code and find that the work conforms to the plan as filed with this application Please call if you should have any additional,concerns about this application. :, qF uF�• , Sincerely. J -a- tP.F. T7y;.r e:Q`Y 02/23/2004 16:25 6317278033 FrJTLER THOMAS PAGE 02 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3S Release 1 Data filename:C:\Documents and Settings\lEFFlDesktopWSC JOBS\Misc Jobs 2003\030097-RIVERA-ORIENTUouis.rck TITLE:Proposed Addition to: COUNTY: Suffolk STATE-,New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric �O$ Z 3 M. DATE;02/23/04 — DATE OF PLANS: 8/19/03 PROJECT INFORMATION: - McGuire Residence Orient Point,New York COMPLIANCE:Passes Maximum UA=83 Your Home UA=82 1.2%Better Than Code(UA) Gross Glazing Arai or Cavity Cont. or Door Pcimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 340 30.0 0.0 14 Wall 1:Wood Frame, 16" o.c. 520 13.0 0.0 35 Window 1;Vinyl Frame,Double Pane with Low-E 96 0.340 33 Boiler 2: , 95 AFUE 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 or specifications are in compliance with this Code. 9�RE NEN , �Y f Builder/Designe Date 2 i .7 073G0'S rs /.' 02/23/2004 16:25 6317278033 BUTLER THOMAS PAGE 03 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE:02/23/04 = TITLE:Proposed Addition to: Bldg. 1 Dept Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30_.0 cavity insulation I Comments: I Above-Grade Walls: [ ] 1. Wall I:Wood Frame, 16" o.c.,A 13.0 cavity insulation Comments: I Windows, [ ] I 1. Window I: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[ j No Comments: I I Beating and Cooling Equipment: [ ] I 1. Boiler 2:, 85 AFUE or higher - Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that arc sources of air 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 Identiticatioo: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must he 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 Lisulvion R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications- DuctInsulation: . [ ] - Supply ducts in unconditioned attics or outside the building must be insulated to R.S. - - ,[ ] 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. [ ) I Remm ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. Duct Construction: 02/23/2004 16:25 6317278033 BUTLER THOMAS PAGE 04 j ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics _ I (adhesives),mastic-plus-cmbedded-fabric,or tapes. Duct tape is not permitted. I Exception•Continuously welded and locking-type longitudinal joints and seams on ducts j operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 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 I Temperature Controls_ [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I I I Fireplaces: [ ] I Fireplaces must be installed with tight fining non-combustible fireplace doors. [ J I Fireplaces must be provided with a source of combustion air,aaTequired by the Fireplace construction provisions of the Building Code of New York State, the Residd4tial Code of New York State or I the New York City Building Code ,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a c;rculating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1- j - 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 Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chiilcd fluids below 55 OF must be insulated to the I levels in Table 2. - BUTLER THOMAS_ PAGE 05 02/23/2004 16:25 6317278033 - —- — — — Table 1: Minimum lesulation Thickness for Circulating Hot Water 14wx Insulation Thickness 1r.Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Ur to 1.25" 1.5"to 2:0" Over 2" ]70-180 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 Tablet: Minimum insulatlonThieknomforHVACPoes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System T Des Range F 2"Runouts 1"adckL.ess 1.25"to 2" 2.5"to 4" Heattog Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperance 120-200 0.51-0 1.0 1.5 Steam Condensate(for feed waren) Any I:o 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) ,4 a. _ ��-..�_� .�• TOWN. OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET- a ` VILLAGE DIST.1 SUB. LOT /A� /� &n I !_ 1/,VA/ '.i�e J �-v //N RS�- r �i J^ l,l�' �' 1 .rC'. ..y .x,.•1.4:,. ' e:r'-'""C.. ! �Pm r I J ` FORMER QWNER N E ACR. S W TYPE OF BUILDING IES. Z/o SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS/ / .^ f . ,p 3�e1 d _ 9Q. �0'e PA^r 7a � �9 (�P i/P ha ,' v '( ll 5 J . (r ,r lv3.2-/ &b, Pd w- r c.. 4'6 ao v 1� y/ 236 � ' � ?3".. g � e4 glw, ZJ f [> d -.J G� s p�' �/ O-iJ / `T'� �'A l �} "FJ�'' '_i^l GIC7a C" ✓•=}C 6^i5 m^ :^+a'`J I'l;' 1 c.73'vA;�» z ,-t ! On v ' 0 � t I � '�?� ✓ /l © L lL/Ca s-lac������� � ���u rr� J'r�s'1y ,��/����'? 1 AGE BUILDING CONDI ION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre tillable 1 billable 2 'illable 3 Voodland wampland FRONTAGE ON WATER '7 0 -9 ' '��� rushland FRONTAGE ON ROAD louse Plot DEPTH BULKHEAD otal DOCK COLOR G�� / a. TRIM /4 / s la X L ' . ..1. VT z LP - .Flo M. Bldg/� ✓ z� e s ® 6-21 / ` / Foundation Bath /y Dinette Extension � zs 4 Basement -� Floors fr K. Extension Ae� c 4,P Ext. WallsInterior'Finish g LR. / Extension ® � 114 Fire Place Heat n7 ,µl � DR. /o2 or z /S( Type Roof Rooms 1st Floor BR, Recreation Room Rooms 2nd Floor FIN. B. Porc /�^ y 9 6 Dormer 2 SSI 2 13 $ L Breezeway Driveway Garage L O. B. Total Cc L — — �� BUILDING PERMIT EXAMINER CHECKLIST t cf DATE REVIEWED: 0 I /0/03 APPLICANT: N lru:2e DATE SUBMITTED: 'ii. /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 / -Z/C/0 Z- INFO BP -Z/ C/0 Z- INFO /BP -Z/C/0 Z- INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOIS 40,000SF-100,-2-1.Lot recogtirion.(CRFATED before June 30,1993),UNDERSIZED LOTS FROM JAN.1997 100-25.bferger.(A noncom ng me /1/83) REQ. LOT SIZE: < h�_ ACT. LOT SIZE: 62 �Q. LOT COV. ACT. REQ. FRONT to PROP. FRONTS REQ SIDE ISj�� ACT. SIDE REQ. REAR-----5a---PROP.. REAR- REQ. HEIGHT PRO . PROJECT DESCRIPTION: An-jsja(F, TZ2 Zg,: ESTIMATED PROJECT COST: 51L ARCHITECT/ : -,?-j7jt:Ep_ WATER FRONT? DESCRIPTION: G / SOU,✓ PANEL It FLOOD ZONE: C APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or?O (BED #): DTE: / /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or(g) iNEW YORK STATE DEC: PRE-DEC 9/1/75®or NO DTE:i PER ET#: - SOUTHOLD TOWN TRUSTEES: YES orDTE_/ /_ PERMIT #: TOWN ZONING BOARD APPROVAL: tD or NO DTE:,:p _/1a PERnIIT#: yi-65 TOWN PLAN. BOARD APPROVAL: YES oDTE: _/ /_ PERIVHT#: TOWN HISTORICAL PRE (SPLIA): YES Or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) "E or NO NOTES: FEE STRUCTURE: FOUNDATION: _SF FIRST FLOOR: SF SECOND FLOOR: $c SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. 30 SF)- (— SF)= SFX 2. ( SF)- ( SF)= SF X 3. C— SF)- ( SF)= SF X FINAL. TOTAL: $ r� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: i Ground Snow Load: 45 Wind Speed: 120MPH I eismic Design Category: B Weathering: Severe Frost Depth: 36"_Ter ' e: IDI-H Decay: S-NI Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/ S:C IlR ISLES FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUD /N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR J STS: Y/N ROOF RAFTERS: YIN 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 AVINDOW AND DOOR SCHEDULE: IVIISSLE TEST REQUIRE ENTS: Y/N EGRESS 5.7 S.F.: YIN LIGHT 8%: YIN I VENT 40/6: Y/N / N_AILING/CONSTRUCTION/SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING-RISER D RAM:&)N LOCATION OFF ROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?#N (RETURN TO PAGE ONE) FROM : FAX NO. Jun_ 09 200.3 e7:09PM Pt Newyork State Department of Environmental COnservatiOrt Ent•leonmantsl Analysis Unit Bldg- 40 SUNY 5kony Brook. n, x: '1l?04 516 751-7900 Commissioner 8tobm-t P. rim Date:. July 6, 1979 Jobe A. mcouire 9 Miller Plane load Miller P]a0e, NY 11764 Ile: T9 15274-0065, C=W#.su=ion Of a ala family cbmnirrg an lot 17, Map of tizwn'Acres at Orient, rnstli side Kith MR Drive, _ Orient, TCM of ,eoutlmld. - Dear Sir% As a rerulc of youf inquiry concerning the above; referenced parcel, chis Department has conciucted an on-stce inspection. We hava found the sine of rhe PEOPOaed 2aar tP bs abOUS elvvat= 10' - Therefore, pursuant to Fart 661, Official Compilation aP Corlea, Rules and Reilulations of the State of New York, :ncr.ien eGIA (h), no permit under Article 25 (Tidal Wetlands) Of the Environmental Conservation Lav is required . Very tr„ly yoLrs , Leea1, T1da1 elands YermlY&41ministvaeor TO 39Vd VH3AIN Q 3NIlSINHO 4T98-86Z-T£9 LL:DT E9eLI8TITT 765-1802 BUILDING DEPT. G �.s INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [� FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECT FIELD INSPE'-� IIONREPORT DATE COMMENTS FOUNDATION(IST) x ------------------------------------ — — — :n FOUNDATION(2ND) — ---- _ � z O H 7y [n ROUGH FRAMING& — — H PLUMBING G x a INSULATION PER N.S. ———— __—————— STATE ENERGY CODE — 7a 17 FINAL. --- � ` ADDITIONAL CONLMENMTS z z m -- --- — z I en -- ---- a 0 ---- ——————— H t7 ro TOWN OF SOUIh.:L D BUILDING PERMIT APPLICA7;ION CHECKLIST BUILDING DEP NIENT Do you have or need the follots�ine;before applying? 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 t«vw. northfork.net/Southold/ PERMIT NO. �C' C5� 7:Z- Check Septic Form N.Y.S.D.E.C._ Trustees _ Examined a y . 20 Contact: Approved a- ` ,20 Mail to: Disapproved ac Phone: Expiration_ 2r 2 ,20_-j Building Inspector APPLICATION FOR BUILDING PERMIT FFA 2 320 Date 20a INSTRUCTIONS a. This applis'atior1.AIUST be completely tilled 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 comnc aced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector.`mll issue a Building Permit to the applicant_ Such a permit shall be kept on the premises available for inspection throughout the work: e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Even-building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. -APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sigmaifure of applicant or name. if a corporation) /(IN failing dress of appli m) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /&Z7 Name of owner of premises — u/f on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will b done: _ 1%vP74W House Number Street Hamlet County Tax Map No. 1000 Section Block _Lot Subdivision Filed Map No.. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrikfion: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition _Other Work (Description) 4. Estimated Cost o? O, v 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6_ If business, commercial or mixed occupancy, specify nature and extent of each type of use_ 7. Dimensions of existing structures, if any: Front 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 Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former 0ltimer 11. Zone or use district in which premises are situated 12_ Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded' YES_NO—Will excess fill be removed from premises' YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES £e D.E_C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D_E.C. PEPN11TS 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 NEIV YORK) SS: COUNTYOF S,rc \ �r j A.o e i�-"i being duly sworn, deposes and says that (s)he is the applicant (Name of individual sig-ung contract) above named, (S)He is the e-_�! T '--� , (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Scorn to beforme this 2?1 , ay, XlgiofnQ1-0 OLL otaty Public Sign re of Applicant RGE=o;i I sL;ui i..o Notary Public,State of New York Qualified in Suffolk county No-01SC47250 Term Expires May 31, "�, ' rn O CNK d N OF- _W OL w � 1\ r PROP05ED 1 �� SEGOND FLOOR fO 1 ADDITION _�= EXISTING q' 5EPTIG 5Y5TEM Iq, VACANT VACANT EXI5TING k,�>_,;. .� TWO STORYPHELLINO •nr�%' ''- � Cid tai ' O LL z i5 z \� � > _� O C ~ C) z0I- 1 � i IT' PLAN �� Q o #, 0 EXISTING 30 S O 5� ao 2C� Q O ~ LL O O I WELL q OL� CRAFHI� SGRI_E - - I ., " p ei (� SINGLE FAMILY 51TE PLAN BAS�Q� \ ,3p'20 � �¢ RE5IDENOE 5URVEY BY: r of (& - ��� \ ROOERICK VAN TUYL, P.G. O N GREENPORT, NY v \ DATED: 10/31!79 VAGANT �L I , C:mci ' UNDERWRITERS CERTI KATE TABLE 8301.4 oPE"'NG PROTEcnoN BY DE_)ISN CRITERIA -THESE PLANS ARE INGOtIPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWIN(S SET), REQUIRED WOOD STRUCTURAL PANELS MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSU PERsuaNr To 1609.1.4, SEE WIND SUBJECT TO DAMAGE FROM FA57ENMG SCHEDULE oN ___ WINTER ICE SHIELD USE/ DETAIL SHEET IN THIS SET ROI SEISMIC FFaIOST USE LIVE LOAD SN6„ll SPEED EXPOSURE DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SI-IEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF EXTERIOR BALCONIES 60 LO< D (MPH) CATAGORY' CATAGORY WEATHERING DFiPTH TERMITE DECAY TEMP REQWREp Hd,ZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION DECKS 40 SEE DETAIL S14EIET FOR PASSENGER VEHICLE GARAGES 50 MODERATE SLIGHT TO II YES FROM 1998 40 par 20 PERIn ITER EDGE ZONE 31.6 par EDGE ZONE • 18.6 par FIRST FLOOR ITBO 50.FT. HIGH WIND CONNECTION 45 p T 110 B c SEVERE 4B" TO HEAVY MODERATE FIRM MAPS p per INTERIOR ZONE • 20.6 par INTERIOR ZONE • 21.9 par R_3 26°" 5ECOND FLOOR • 610 SOFT TYPE V ATTICS WITHOUT STORAGE 10 REQUIREMENTS ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 PLUMBING GUARDRAILS AND HANDRAILS 200 ALL PLUMBING WAST APPROVED AS NOpTED 11 WATER LINES NEED EXISTING MASONRY - - - DAT . J `a B.P.# �1OIDS TESTING BEFORE COVERING _.. BY CHIMNEY - FEE' ARTMENT AT PLUMBER CERTIFICATI N NOTIFY BUILDING DEP - - _ - -- - - 765-1802 8 AM TO 4 PM FOR THE ON LEAD CONTENT BEFIC IRE FOLLOWING INSPECTIONS: CERTIFICATE OFOCCUPA VC - - - --- - - - _. 1. FOUNDATION - TWO REQUIRED - - - - -- - - - - - FOR POURED CONCRETE ' SOLDER USED IN WATER 2. ROUGH - FRAMING & PLUMBING SUPPLY SYSTEM CANNOT 3. INSULATION EXCEED 2/10 OF 1%LEAD. 4. FINAL - CONSTRUCTION MUST z BE COMPLETE FOR C.O. o ALL ION SHALI MEET THE PROPOSED SECOND n -- REQUIREMENTSOFOCCUPANCY OR -' - -- -- -- _ - STORY ADDITION - YORK STATE NOT RESPONSIBLE FOR -- - - - - - - _- -- _ -- -- --- - -- - - -- -- DESIGN OR CONSTRUCTION ERRORS. USE IS UNLf1WFU WITHOUT CERTIFI E OF OCCUPANCY - COMPLY WITH ALL CODES OF —�— NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF CERTIFICATIO Y F SOUTHOLD TOWN ZBA NAILING & CONNE ClONS tilA SOUTHOLD TOWN PLANNING BOARD REQUIREE, SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO NOT PROCEED WITHFRAMING L OF FOUNDATION LOCATION a1 SURVEY CO D�H'—��- HAS BEEN APPROVED. I - COMPLY WITH CHAPTER'46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. ALL MEET THE CONSTRUCTION ENTSiOF THE ALL PROPOSED REAR ELEVATION CODES oFNEW YORK STATE. m 12 PROPOSED SECOND _ cr`r 4 STORY ADDITIONLu - -i 2 S r LINE OF R.R. BEYOND = e r X - - X Z LL - ' cam Q ® = m I— OWm } o lu N O - _ - W ^ ,..,�,.ENGINEFR—7 k PROPOSED SECOND STORY ADDITION - A� n� 0 V6L"pC d<!, ASPHALT ROOF 5HINGLES IMATCI- EKISTNG1 PR0P05ED LEFT ELEVATION JEFFREY T. BUTLER. P-E.-_ m t m OQ u v o W - - - Z U W 1 � o Oz > o lu Q 5i pNQzo � >< --- - - - - - .- p ul WR.r O' a CEDAR SIDING - . - _ Q lX N W •v rc MATCH EXISTINGJ - - - - - - - 00 U °o a " 0 o c o D_ o a n I 111 PAGE : Iof3 PROPOSED FRONT ELEVATION wpOD RAIL PER COLE LIGHT [ VENTILATION SCHEDULE: PROPOSED UPPER DECK FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION oPENING PROTECTION BY RJ5EER MENSRANE ROOF = WALL LEGEND ROOM (50-FT , PROVIDED REQUIRED PROVIDED REQUIRED WOOD STRUCTURAL PANELS (SQ.FT,) (St (SO.FT.) (SO.FT.) PERSUANT TO 1609.1,4, 5EE FASTENING SCHEDULE ON FIRST FLOOR DETAIL SHEET IN THIS SET ('Nli ps.E ('NI? EXISTING 2X4 TO REMAIN - to, VI=o C EXISTING SEE DETAIL SHEET FOR HIGH WIND Ot U, R o MOR I RE UREMENOSNECTIEXISTING 7X4 TO BE REMOVEDSECOND FLOOR PROPOSED 7X4 BEDROOM 246EXISTING OPEN TO LIVING ROOM BELOWVERIFY ALL ROUGH OPENINGS WITH MANUFACTURER (ANDERSEN) WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI PROPOSED BED OOM AND TO HAVE A U VALUE OF .34 c'll ch os - - b PRODUCT CODE SIZE SHUTTER SIZEITYPE COUNT ]YO FUE A 31-2 x 2'O" 6' 8" x 2' 8" WINDOW I ,. CNS 1' 8 1/2" x 4' II 1/8" 2' 2" x 5' 6" WINDOW 2 NI TXI TN O N t •CWI5 2' 4 3/8' x 4' It V8' 2 10" x 5' b" WINDOW 2 pp PROPOSED _ �.I •PS 6 6' O" 6' v x 8'O" SLIDING DOOR I a 3 BATH .t i LN. LN.711 = TI r w.c. _ xlo -aril% A11-2 41EM PiATE ,SS" -/-t SILL AT 65 A-F EXISTING LOFT v m Lu O p m r' LuM EXISTING PROPOSED SECOND FLOOR In z u- EXISTING LIVING AREA= 2'10 SQ. FT, in .4 PROPOSED ADDITION= 390 SQ, FT. EXISTING EXISTING F- OVm � C PROPOSED UPPER DECK= S4 SQ. FT, u VERIFY z-zxlo HDR. } d• � m ° 71 lu N 0 fin_ . 61 0 - SMOKE DETECTOR INTERCONNECT PER CODE EXISTING SUNROOM U- LL d m w 7 II w L u Ill ry R .n 5 (D EXISTING LIVING ROOM t- a TECO CONN X r -- - —w--I _ 3-2X8 F.J. W/ 7-3/0" STEEL PLATE BY BETTER HDR, li d X EXISTING ENGINEER: 4-2X4 POST TECO CONN 4-7x4 POST " � I- - ,,. ��--"�- m �j5u'L vim, BEARING WALL EXISTING ^' 3SOF VERIFY 2-2X10 HDR. \nw U � e EXISTING DINING ROOM EXISTING a EXISTING BEDROOM CO I -- �� JEFFREY T. BUTLER, P.E. m II x IIIIJIi' m Q ° k n N • ° 7 Q h b O OLD LL W ° a X W ~ IIA W BEARING WALL - _ _ _ - _ _ EXISTING BEAM O V J u o z 0 TI U ImjlQO 3 Q w z � IL4 wy , w - lu EXISTING BATH - 0 EXISTING KITCHENO U V 0 EXISTING GARAGE Q .gip cc EXISTING EXISTING ° Y Z EXISTING BEDROOM EXISTING EXISTING w '° EXISTING FIRST FLOOR e EXISTING LIVING AREA = 1734 SQ. FT. _ SMOKE DETECTOR INTERCONNECT PER CODE 2 of 3 EXISTING EXISTING I --------------------------------------------------------------------- ------ . I • r _ r r a • r t - a I > I VERIFT WALL AND FOOTING I I (36 ' MIN DEPTH ON 16" X 8" P.G. FTG.) 2XIC RIDGE i 2XS RAFTERS 12 i • 4 I/2" GDx SHEATHING ' I IS• FELT ATTIC ' ASPHALT ROOF SHINGLES !HATCH EXISTING) F i (CONT RIDGE VENT R-30 INSULATION 12 --------------------------------- II 4 I � I SOLID BLOCKING I R-30 INSULATION TO POST ABOVE ' '4 r ' 1/2" GLIB " 2X4 STUDS MATCH EXISTING -.-' FASC A AND TRIM r --_ . "- __ 1 • • . • • ' • I • . � . - .,IR/2°COXLATION SHEATHING 2" CONT SGRIEENED VENT ii LINE OF R.R. BEYOND 'a, - p TTVEK NOUSEWRAP I > z CEDAR SIDING w N (MATCH EXISTING) d aPROPOSED BEDROOM PROP SEp _ IBATH N ; WOOD RAIL PER Z 2-2x4 SHOE o SLIDER O CODE, FLASH um R-30 INSULATION •. ! LL �. 2X5 F.J . 12" O.G. Z Z (j > 3-2X8 F.J. WITH r 2-3/8" PLATE BLOCK ABOVE TO N TAPPER GUT STEEL BY BETTER FLUSH OUT PROPOSED X P" O 1/4" PER FOOT W V TECO CONN HEADER - FLOOR SYSTEM m IL 1 ' EXISTING DEN EXISTING BEDRROM EXISTING EXISTI IS GIRDER. B — _ _ _— _ _ .e- _— _— _ — _— BATH � I s EXISTING CE ,LAR .- ' EXISTING CRAWL SPACE r R-30 INSULATION - - EXISTING CRAWL SPACE ' �• EXISTING SLAB I , I I f,.• • , • • • - , • v - • . VERIFT EXISTING FOOTING •�4 m I i. IAND P.G. WALLS �'.• FVI9Q r Cl SEE DETAIL SHEEP FOR 1 , i HIGH WIND OONNEC110N IT- SECTION SECTION A-A REQUIREMENTS !1/ ccl Lu � r OPENING PROTECTION BY [n x WOOD STRUCTURAL PANELS ' ZLL PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON E DETAIL SHEET IN THIS SET Q O oar --- I U-1 w o m EXISTIING FOUNDATION (PARTIAL) U- ' A ENGINEER: .. � NEW I 1 _ 4" VTR C. 4 H PROPOSED BATH - _ --------------_ ___________>-.-- JEFF Y T .,j , SHINGLE RIDGE OAP RIDGE VENT -- l3LTLER, P.E. I , LAJ m TUB'/ '1 C EXHAUST AIR I SHOWER b SHINGLES - m FELT PAPERROOF SHEATHING ,TTP ) SECOND FLOOR', ' F O 3 Z U W i o RAFTER _ O z �� in q -------------- F- d-) - N Q z o m z w4O j MAIN FLOOR Q w N z OLLI a Ul RIDGE BEAM Lu Qr F: FAI 0 11 N m0 G.O. a O RIDGE VENT DETAIL ! G.G. a g� TO AN APPROVED Q " 4 SANITARY SEPTIC SYSTEM ? Z CAST IRON f k' HOUSE TRAP u p PLUMBING RISER DIAGRAM (NTS) PACE . 3 .of 3 • FACE OF -DOTING LAT CONTINUOUS LATERAL BRACE AT 6 O C TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUS5 OR CEILING JOIST FOR WOOD STRUCTURAL PANELS IOd NAILS w GABLE END TRUSS FASTENER SPACING %NALS 2 FEET 4 FEET 6 FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN L ,FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET ly 2 I/2" x6WOOD SCREWS O1 ] I/2" •8 1 " 16" 16" 1TQ _ � NAILS WOOD 5GREWS a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND BUT NEED NOt HSd CO.C. MEAN ROOF HEIGHT OF 33 FEET OR LESS. ///\\% ExGEED 40 FT. MAX. 2^<4" EACH b. FASTENERS SHALL BE INSTALLED AT OFF05ING ENDS OF THE WOOD STRUCTURAL PANEL. j% �\X\\ BRAH� BUT NEED NOTF. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. EXCEED 15 FT MAX GYPSd. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRYISTUCCO, THEY SHALL BE /// ATTACHED UTILIZING /IBRATION-RESISTANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT l" O C.J WITHDRAWAL CAPACITY OF 490 POUNDS // 20 GAUGE STRAP Is. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH 111.1 mJ AND A MAXIMUM OF B FEET (2438 mm) fn - IO-8d NAILS , f. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES 9 TABLE FROM SBCCI - nSe EDITION. FIGURE 8403. 1,1. 1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3,6a) s N w L t EXTERIOR OR BEARING WAL_ -OP 'r. E5 / ENCWALL JOIST h- 4 — 51uG NIGH GREATER THAN BLOGKIN� 5C% OF THE PLATE WIDTH < BLOCKING 51 PSUM BOARD , BORED HOLE MAX F 16,1 NAIL AT 24' O C. GIAME'ER 60% 10 SAGE '0.05='I AND 15' WIDE (J OF STUD DEPT-1 / SECTION A-A {{– METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH W'TH 6-16d 5/e" MSN, TO EDGE NAILS EACH SIDE WOOD STRUCTURAL PANEL Lu = 5'8 ''IN. TO EDGE INSTALLED IN ACCORDANCE � a b r / ed NAIL AT 6' O C WITH NAILING SCHEDULE G FLOOR BRACING AT END BAYS (ALL PANEL EDGES) TABLE 2 1 III HIGH WIND EDITION) NOTCH MUST NOT EXCEED TOP PLATES (WFCM FICxURE 3,rob) $ N ed NAIL AT IT o c. ON ALL � J)40% OF STUD DEPTH Y � FRAMING MEMBERS NOT AT (K PANEL EDGES PI=E (a) OUTSIDE CORNER DETAIL F' m rz O W BORED HOLES SHALL 11T—/ ed NAIL AT 4' J c IQ Z (O BE LOCATED IN THE SAME CRO66 SECTION OF CUT OR tFRAMING SM OARD W �N NOTCH IN ST'-ID TOP PLATE FRAMING T(� ACCOMMODATE PIPING ALL P AT 6' rF ALL PANEL ECGE51 T MAY NOTCHING AND BORED HOLE LIMITATIONS NAIL5 BASED ON HEAR WALL REQUIREMENTS tu FOR INTERIOR NONBEARING WALLS OD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Iod NAIL AT 24" O CH NAILING SCHEDULE ENGIN£ER� (WFCM 1995 SBG HIGH WIND EDITION, 3.4.3, I. U NO CEILING BLE 31. WGFM AGH WIND EDITIQN, ` CENTER 2x BLOCKING ' �F IVE{v DIAPHRAGM NAIL AT 6" O C ON ALL ry�t�ON SHEATHING JOIN"RAFTERS AND CEILMG REOWREG MEMBERS AT PANELJOISTS OR APPROVED 15/32 WOOD STRUCTURAL PANELS GES AND 12" O.0 ON ALL +� ROOF TRUSS ON GABLE FACE AND ON WALL BELOW FRA–INS MEMBERS NOT AT r b 9 FF PANE. EDGES "e '+ BASED ON SHEARW ALL REQUIREMENTS TOP PLATE- (b; INSIDE CORNER DE1"AIL ,� >J_,� `�' 'OF FLUE SECOND STOR) SEE DRILLING AND NOTCHING FROVISION5 GABLE ENDWALL, BALLOON FRAMING VWVV q / JOIST 15 PERMITTED PREFERRED METHOD EXTERIOR CORNER FRAMING TAT. BUS BE CUT OR NOTCHED JEFFREY T. BUTLER, P.E. -OP PLATES FLOOR OIST- BETWEEN^THESE LIMITS WALL STUG- SEE DR .LING AND ` y SEE DRILLING AND m BOTTOM PLATE NOTCHNG PRO VISONS NOTCHING PROVISIONS,ILII ' !UFCM SECTION 3.4.1.1 v WFCFI SI CTION 3 3I 1 IT 1/3 'PAN 1/L SPA. U JOIST ENDS TO BE ,HALL WALL ❑J O 6) W y BLOCKED AGAINSTw,pL� 1�1 '' d) z STUD O T 801 AIN ACCORDANCE ROOF FRAMIN'a DOUBLE TCP PLATE 4 _ tV LLJ O a ,1IT., WFCHC W M 3 3.' 3ENG RESTRAINT FOR BLOCKING- AND J 31 4 BRIDGINGm ui Q w BORED HOLE MAx TOP F" ATE BANE . DIST AND BRI°GANG w OR SL, ICK WG SEE WFCM SECTION ,5 n� DIAMETER HO/� OF STUD DEPTH 'BEARING TYPICAL =1CLE,=RANGE cLenFe.:Nce U) 5/e" MIN TO EDGE WALL HEADER CONNECTORS IN FRONT OF J 0 Q IL G - a REQUIRED MIN T� EDGE cF ENIN' ~ LAP JOIST : IN MIN. LAVATORIES Z R BATT m" -LATE / WATER SHOWER BAND JOIST _ 1 Q Q z NOTCH MUST NOT EXCEED NM� O 25'4 OF STUD DEPTH OR BLOCKINGS �_ HEADER STUDS FULL LENGTH OR BIDET WALL WALL W ASL STUDS IS' IS' NOTCHES SHALL NOT BE 01ST Q Q Q O LOCATED IN MIDDLE ONE-THIRD S'LL PLATE NOTE Q z n OF STUD LENO LENGTH CRI SPACE JPLIFT CONNECTION IS REQUIRED Q IF HOLE 15 BETWEEN 40'= AND 60% OR SEMENT SUBFLOOR AT EACH END OF HEADER AND TGB OF ST,.0 DEPTH THEN STuD MUST BE =OUNf CATION AT BOTTOM OF HEADER STUDS IN BORED HOLES SHALL NOT—/ DOUBLE AND NO MORE 'FAN TWO ' N�Ji UFLIk� ADDITION TO CONNECTORS AT BE LOCATED IN THE SAME // SUCCE55I VE STUDS ARE DOUBLED CjjNEG1't� WALL STUDS AND AT -OP AND GROSS SECTION OF CUT OR AND SO BORED RPPUIR ¢ BOTTOM OF CRIPPLES 21" CLEARANCE '.1" CLEARANCE NOTCH IN STUD A Ia TUB PLATFORM FRAMING INTERMEDIATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WA;._L, FLOOR AND ROOF FRAMING T1 PIGAL FRAMING AND UPLIFT PAGE : _ WATER CLOSETS (WFCM 1995 SBC HIGH WIND EDITION, 3.4. 1. 1. 1) CONNECTIONS FOR OPENINGS FIGURE R301.2 1 of 2 MINIMUM FIXTURE CLEARANCES I The,design of this slit nits Is has ed upon the.prescriptive approach using the GENERAL NOTES (TABLE 3.8 WFGM HIGH WIND EDITION) 120 MILE PER HOUR ZONE — NAILING SCHEDULE All pith shad bep9 and buil accordance and oretal�ns. Wood Frame Conslnic on Manual, High Wind Edition (WFCM)published by The American Forest rnunla r local mein and building codes and with all ode, ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association (1995) havingjunsdiction and best standards at construction (I)p MPH 3-SECOND GUST =100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3ll Nnn-sln..Wml element are based upon The New York Stale Residential Code-January 2003 _ w (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and GI o re, hical Design Criteria,see Table R301 2(i)on rover sheet I he A e 9 P 9 1"he American Institwe of Architects Conditions Shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING x All non-engineered Ironer to he Douglas Fir 42 or better to all work performed on this project SHEATHING LOCATION STUD SPACING P P I OR PANEL SIDING FOR ad COMMON NAILS — -- Wind Lmtitaaons-Section R301.2.1 <' The Contractor shall vent all conditions al the site An rSEE NOTE U I INCHES O.G ) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Crtlerla-Seclron P30121 1 )See Table R301 2,12 for Vand-Borne Dehns Protection Y Y (SEE NOTE 31 (INCHES-, o.e.l Fastening Schedule Fn, Wood Structural Pedals discrepancies must he brought st the attention aof the Engineer E 6 (SEE NOTE 3J g 1 prior In commencement of not The Contractor shall he ROOF FRAMING Dead Lod-Sect tion R3n1 1 responsible for n job cions not reported once he has started work 4' PERIMETER ECCE ZONE16 F 6 1SEE NOTE 3) Live Lnad-Section R30� 4 except for hidden job conditions _ RAFTER TO TOP PLATE rTOE-NAILED) 4-Sid PER RAFTER Light and Ventilation-Sr ction R303 tf Contractor shall guarantee to the Owner that all materials and E 6 Minimum Room Arses-Section R304 equipment incorporated in the work will be new,and that all work INTERIOR ZONE 16 CEILING J015T TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST Ceiling Height-Section 1 t305 will be of good quality, free from faults and defects fora period F 12 (SEE NOTE 2) Sanitation-Section R30', of one year from the date of the final Certificate of Occupancy - 4 SEE NOTE 4) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-I6d EACH LAP Toilet Bath and Shower Spaces-Section R307 4 The Engineer shall not be responsible for the. construction means, E Glazing-Section R308 methods,techniques, sequences or procedures, or for the safety LIABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS ;FACE-NAILED I 9-16d EACH LAP F Garages end Carp ;action R309 precautions and programs in connection with the work, and he. , Emergency Escape an Rescue Openntgs-Seclron R310 -,hall not be res 7 E = NAIL SPACINGAT PANEL EDGES ,IN ) COLLAR TIE TO RAFTER rFACE-NAILED; 6-BG PER TIE accordance for the contractors failure to car out Exlis-Becllnn R311 the work in accordance with the construction documents The ' BLOCKING TO RAFTER ITOENAI'_ED' 2-5d EACH END Landings-Section R31; Engineer shall not be responsible for the ads or omissions by F = NAIL SFACIN3'AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD i IN 1 RampsSailR313 the connector No changes shall be made in the documents RIM BOARD TO RAFTER IENC-NAILED' bind EACH END Stal nxays-Section R31 anther the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING Handrails-Sertinn R',1! convert of the Engineer. SIDE OF THE ROOF PEAKS, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REPUIREMENTSHALL BE USED. Guards-Sertron R316 ',i The contractor and all suhcontectors shall maintain continuous TOP =LATE TO TOP PLATE -FAOE-VAILEC: 2-I6d ;SEE NOTE PER FOOT Smoke Alarms-Sedron 8317 Insurance coverage including statutory policies (Worker 2 TAPULATED 12 INCH O C. NAIL SPACING A55UMES SHEATHING ATTACHED TO R4FTER/TRU55 FRAMING Foam Plastic-Section F'118 Compensation etc and eneial liability in an mount not ° 51m son Stron -ile Flame S read and Sort k,-Sedron 119 P ) 9 Y MEIryLERS WITH G>G.49. FOR FRAMING- MEMBERS WITH C 42ZGZ0.49. THE NAIL SPACINGS SLA" BE MTS30 OR MS 12 TOP PATES _T INTERSEGTICM1S F-GE-NAIi.ED 4-Ibd JOINTS - EACH SIDE P less)hat$5 million and aulnmohrle.liability and damage RI°DJOED TO 6 'NCHES O.0 °o Insulauen-Sit Selp R32, coverage not less than$2 i�nihon The Engmeer shall be r STDG TO 5T11G =..CE-NAi_EC1 :-I6d :d' O.L Dwnlbng Unit Sepdrah< rSedtidn R321 a named insured on any and all policies .�° AT EACH ROOF RAFTER Mmsturr Vapor Retard is Section R322 6 Provide 0 025"aluminum Iermlle shields over fibrous 3 TABULATED 6 INCH O.0 NAIL SPACING A55UMES SHEATHING ATTACHED TO RAFTERLTRUSS FRAMING USE 8-16d NAILS AT HEACER -O -E.:GER °-CE-VA _D Ibd I6O.C. ALONG ECGE5 Protection Against Decry-Szrtion R323 Insulation at all perimeter sills MEMBERS WITH e)0.49. FOR FRAMING MEMBERS WITH 0.42CGT0.49, THE NAIL SPACINGS SHALL BE EACH END --- Protection Against Teri ides-Senhon R 324 7 All wood in contact wnlh donci ere or masonry to he Walmamtad REDUCEC TO 4 INCHES O.C. ? _^s= .DR El =_ArE -0 5TUD END-N-1-ED I6d PER 2.4 5TUD Site Address-Section R 325 or pressure creosoted Arressihrhty-Section R 25 I6d If A single station smoke detednr all device shall be, installed 4 TABULATED 4 INCH O.C. NAIL SPACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING PER iib STUD in Flood Resistant Corsi ;conn-Section 8327 In each bedroom,on all floors and shall hMMS 2Z a all Interconnected per code FBERS WITH G30 4e FOR FRAMING MEMBERWITH 0.4GZ0 49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER a =.bitPER 5i9 s UD 9 All bathrooms without operable windows to he mechanically ventilated REDUCED TO 3 INCHES O.G. — Prundonfins-Chapte(4 as per New York Slate Code CONNECTION r BO— _ .. _C- _DOR -DIST E-NG..0 :. E,D�✓S CR B_GO<PSG �FAGcNA1_EG 2-Ibd rSEE NOTE 'L PER FOOT Design based upon pr¢ Sump ive Incl hearing values o1 sandy gravel and/or gravel at 3000 pounds per square fool Cnnlr ntor to cans If Engmeer it different sod materials are found upon excave rot 10 Heeling to be designed In provide 70 degrees F with outdoor FLOOR ;FRAM NG- or lest hole,for allarna ve tooling and foundation wall design designed err-lemperalure e i n dogmas F and S MPH wind 11 All electrical the work to he m accordance In the rules and Simpson Strong-Tie C - _ _D_ -E OR 31RC E4 'Oc-nil_EC 4-8G P=R JO15' Foundation Notes regulations of the N Y B F U end a N Y ple U c f thej le is MTSI2 - 16° O.G. 1 �^ ^ , — g"Anchor Bolls ISSTE,28)See chart on(his sheet for spacing to be presented to the Owner al the completion,of the job ER 7.NG 'C .. - TCE-\Ar� 2-ed EACH END 12 Plumbing Installation to comply with Stale and Local codes USE 4-8d NAILS - y a"poured concrete four)dation wall 8'0"high, 30004 test and the sewage disposal system to meet Health Department standards. AT EACH STUD Ir �'-e't,3 TO ^S? TGE-hL.1_EC. 2-9d EACH END Minimum depth-Sect or 403 1 4,4B"rmmmum coverage In top of footing 13 Do not scale drawings Use figure dimensions only `s f 1 ^I 16"x B"poured pardons wall footings, 3000#lest 14 All work to conform to the rules and regulations of the New York 1 Girder 'dr 3 ;" x 17 Ila"Power Beam s_,.-.K'N'G -O o_ OR TG= �-_:*c TGE -_� '6a EACH BLOCK 2-1 lax 1 7/8"Micron Ira G d I I Energy and all a Ilion Construction Code All glazed area to he double _ 4"poured concrete foto slab with on below mesh and vapor barrier glazed and all ion poi doors to have insulated cares, LED!sER 9TR= '^ EEA" ,FACE-.ec'_;; 3-i6d EACH 'O_'1 Damp proofing at excel or need c foundation below grade-Section 0405 IS The Insulation protection as indicated on these plans exceeds IT y 30'x 30'x 12'deep p, orad concrete column footings, 9001 test the Code's minimum standards „ALT O!. _-T...'r�t ;O Ham" .'OE-Na.�i 9-ed PER .✓JIS' Deck and rch natura s as noted, 30004 test,48"minimum boned de Ih � f1 Foundation to sde,atl a minimum of e"above finished grade p I6 These drawings and specifications are instruments of service and BA-4C ,057 -0 JOIST ENC-NAI' c'r T-I6d PER )01ST shall remain the property of the Engineer whether the project for All footings to he dame i down to undisturbed sod which they are made is executed or not They may not be used i No coin shell be set Ill than a 30 degree angle from an other footing i BAN= k'S' -0 5'_L OR E 'OE-'vA'_E� 2-16o (SEE NCTE I: PER FOOT pour no concrete nn fir zan ground or m freezing weather y 9 on any other project except by written authorization of the Engineer IB ROOF Provide 3'/"steel tally coluns 9 17 The engineer has not been retained for site supenosion, pointe ' DHEATH J_ nspections and certifications as required or requested by the owner, ( T Backfill shall not be ple :ad against the wall until the Wall has sof hent strength and has been contractor or local building department - c-R.._'..><. PA' E= E 'o GEE TABLE 3 Lr anchored to the four arrive, or has been sufficiently braced to prevent darl ° 'r s� BD—RD S-E.- - by the backfill Sort R404 1 7) UPLIFT- CONTINUOUS PATH CONNECTORS ° I _ -o' PEE? 5_-=GR_ Ftluocors WFCM Erotical ave Mdhon r. USE SIMPSON STRONG- E CONNECTORS ° ° Fr framing shall Ire t died ,, dcronlanr ,vrlr Table', 1 WFCFA HIGH VIIND EDITION (FOLLOW PRODUCT SELECTION GUIDE AND ° .G -;>R 'C_-T1 2-Bo _R ..0==GR- Dmftsloppmg-Sectlnn "50212 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 I FIchlockon-Secl,dn R 102 13 CONSTRUCTION CATALOG C-HW02 Floor B pool onfir ,ANCHOR BOLTS IN FOUNDATION USE LTP4 - I6° O.0 LU G•-PSC)" L1.L_80...4_ 5d CD0.ERS T EGGS IC F FiD OSB p1}^aped sub( of land per Table 3 1 WFCM N SSTB28 WITH BEARING PLATE,SEE FOUNDATION • - j i Flom,par:Tabl Foul VFC and Flour Plans spacing as noteC NOTES FOR SPACING AT EXTERIOR . Simpson Strong-ile n _ALL oHEATHING Fasten per Table 31 N�FCM PERIMITER AND w- - STR;,G-.R?� PAhELS 9d 'SEE TABLE 3 9 i 2-2x6 CCA sill with ad rite shield and sill seal MSTA36 - 16" O.C. SILL PLATE TO RIM JOIST USE GARAGE/HOUSE Frush fours per agree'real LTP416"O.0 AT EXTERIOR PERIMETER I COMMON WALL USE 4-8d NAILS Q AND GARAGENOUSE COMMON WALL -REBOARD =ANELS Wall Construction-WF Ih1 Prescriptive Method USE 4-8d NAILS AT EACH STUD 1L Q _ P USE 4 ed NAILS AT EACH END = LL - Lurib ad 3' EDGE r 6' FIELD Wall framing and firi ng shall be nailed and or screwed to accordance with AT EACH END U1 r Table.6Fir. WFCM GARAGESTUD TONECTOR GARAGE SILL PLATE USE FLOOR TO FLOOR CONNECTIONS O , `r :5 3� ad 3' EDGE / 6' RE_C 1x5 Pine fascia,wrap $$P CONNECTOR AT 16"0 .. Overhangs as noted USE 41 NAILS AT EACH END SILL PLATE TO RIM JOiST AND }' — SYPSUM LALLE10i Ed COOLERS T' EDGE ( 10" FIELD Vmyl vented solos _. ixARDeoaRD 8d rSEE TABLE 3.9) Aluminum gutters and seders RIM JOIST TO STUD CONNECTION USE I N ' Siding See Elevations MTs 12, 1fi"O C. F:.IM JOIST TO STUD CONNECTION OAR*CLE9GARL' =AVCS P.d (SEE TABLE 3.9) Tyvek housewrep USE 4 Bid NAILS AT EACH END ','OSB sheathing se fastening schetlule,Table 3.1 WFCM DIA30NA_ Si Sf4 I`3 2x4 Studs @ 16"o c i Ath 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. S;"Gypsum wall board MSTA 36, 16"O.C. m Z " xb' C4 ".S' _Bd PER SUPPORT518'Type X GWB in g, rage USE 4 Bit NAILS AT EACH END r BLOCKING AT _ 4`1011 GWB m wet am as 1/2" SPACING—� FOR CANTILEVER CONDITION USE MTSt2, 16"O C .^ 0 24' O.G. ALLOWS ry - .O' OR L'D=R 5-Sd PER SUPPORT q1 least one window rn each sleeping room shall comply.on the axil requirements of section R310 USE 4 8d NAILS AT EACH END ALLOWS HOLDDOWN � FLOOR SHEATF-INC- Note callingand coloring limitations in figure R602 6(1 for hearing walls INSTALLATION N rq ' 9 ) 9 HOLDDOWN and hgwn R6026(2)ft 6(2)fi r non-bearing walls RAFTER TO STUD CONNECTION USE Q- 5TRILOTURAL FANEL= Fellow,exterior turner taming dtatail(gore R602.10 5 MTS 12, EACH ROOF RAFTER INSTALLATION SIDEWALL U_ xg ' USE 8 16d NAILS AT EACH ENO ,1 ad 6' EDGE / 1T RE_C Roof Assemblies-WF OM Prescriptive Method U_ CR _ESS Asphalt strip shingles I.hall have,a minimum of six(6)fasteners per shingle, (section R905.81 RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong Tie ENDWALL o LU GREATER THAN Y' IOd e,' EDGE / 6' FIELD Underlayme.nt Spplical on (Section R9n5 2 7) CS20 USE B-Bd NAILS IN EACH END MT512 For root slopes of Iwo, 2)units vertical in Iwelvt(l2)units hodzonjal(17-percent slope), AT EACH ROOF RAFTER HOLDDOWN CIA30NAL BOARD SHEATHIN3 up to fcurt4l units ved,al In twelve(12)units horizontal (33-percent slope), undedayment AT EACH STUD - Shall be Iwo(21 layers Ipplred to the following manner Apply a 19-inch(463 mm)strip of DECK POST TO CONCRETE CONNECTION USE (PHD5) 0 CORNER STUD xb" OR I".B' 2-Sit PER SUPPORT untlerlayment fell pare IPI with and starting at the eaves ladened sufiicienlly m hold In place pB544A FOR EACH POST-USE 14- 16tl NAILS CONNECTED TO ENGINEER= - - F :-Sit PER SUPPORT Starting al the save,al)ply 3fi-mch-wide (914 mm)sheets of underaymenl, Dvedappmg r o TRANSFER SHEAR O o 2_I6d COMMON % - "e10" OR WIC_R successive sheets 19,niches 463 d and fastened sufficient do hold in lace - ( 1 Y P DECK POST TO GIRDER CONNECTION USE i ] ' QF IWffy For roof slopes of four 4)units vertical In tweWe(12)units PC44 FOR EACH POST o NOLDDOWN NAILS AT 10" O.G. �@��KF. YL,q I NAILING- REOUIR-MENARE BASED ON WAIL 5HEA7,THa NLA-EG 6 Tti-CENTER AT THE FANEL EDGE ` aALL 5HE<THING 15 NAILED ]" ON=ENTER AT TLE FANEL ELSE � ' ' Tp OBTAIN H,GHc SHEAR CAPAC TIES NA'LNG REO'REYENrS FOR 5-RwrURAL NE*16ER5 51.-1L_5E pocaa-IEi OR ALTERNATE CONNECTCRa SJGH A5 SHEAR ELATES, Ice Protection (Sector' R 9015 2.7 1 It� r D (PI-105) G' PF"T d Bye *o s-rui BE usEL Tri -+<wTAIN THE LOAF FArH. I GIRDER TO DECK,101ST CONNECTION USE Underlaymenl In High vend(Section R 905 2 7 2) MT512 @ EACH JOIST ® -2-16d COMMON ® CORNER STUD r Fr ¢ � :. uuw w<u_ SHE TwNS I5 LDN',N,ia,S CVER CONNECTED "E"BERs --E --e-L_TED a.nBER OF sAL5 5HAILL 6E =ERIT"ED TO BE REDSCED To )boa NAIL FER FOOT Flashing ,Section R 91 5 2 8) CONNECTED TO - Chimney's and Flresp ices-Chanter 10 GIRDER TO DECK JOIST CONNECTION USE O NAILS AT (ri° O.G. O - , p Energy Efficiency-Chf,Ner 1L see attached report _ TRANSFER SHEAR n�,.` MT51Z @EACH JOIST ''S h Mechanical-Chapter I General Mechanical E marls-C hooter 13 PORCH POST TO DECK USE. n7. a iTABLE 3.2AWFCM HIGH WIND FJ11710N) Heaung and Cooing E gmpmeno-Chapter 14 2-AC4 -USE 14- 166 NAILS `nY d'`I 1 Exhaust Systems-Ch.:pler 15 JEFFREY T. BUTLER, P.E, SILL OR BTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL e SHEAR LOADS Duct Systems Creole, 16 PORCH POST TO GIRDER USE.2-AC4 - " Combustion Arr-Chapi IT 17 USE 14- 16d NAILS FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING- Chimneys and Vends-, Ihapler 118 ANCHOR BOLT CONNECTION SUPPORTING- EDGE NAIL SPACING (IN..) (172" ANCHOR BOLTS) Plumbing-Part 3/4° MINIMUM PORCH ROOF RAFTER TO GIRDER USE. FLOOR TO FLOOR CONNECTIONS- MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, � SILL PLATE TO FOUNDATION t 9TCRY 4" Ili BP - H (CRAWL SPACE i BASEMENT) A4 23 I , 3 STORIES IS AND WINDOW AND DOOR OPENINGS W � :3itin in WALL BOTTOM PLATE TO FOUNDATION 1-1 STORIES 3 le (WFCM FIGURE 3,1a E 4,'1 W 7 a 8 li - i9LAE-ON-GRADE) 6 36 Simpson Strong-The Q Q NCTE= MAX l2 FRO EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL U210 2X6 n - Ta 4 4 4 AT EACH RAFTER (] '� 4 - .: 4-I0d x 1 1/2" ' Simpson Strong-Tie 1e d J c+l (TABLE 3.9 WFCM HIGH WIND EDITION) AG4 - NOTE - WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS I AT EACH POST RIDGE TF Bi STRAP _ ATTACH LEDGER TO FRAMING MEMBER 6570 USE 9-9d NAILS WITOT (120 MPH 3-5ECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-L2.1.3D SEE PLAN ON ENT X 5" LAG BOLTS AT 16" IN EACH ENG 4T I,.� Q _ SHEATHING LOCATION STUD SPACING- STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER W O (SEE NOTE '1 'INOHE5 O.C.) OR PANEL SIDING FOR Bd COMMON, NAILS d Q - U rSEE NOTE 3) CINCHES O-C.T Z U210 2X& O 6 4'EDGE ZONE 6 = 12 i'HEE NOTE -) - AT EACH CEILING JOIST RAFTER 6� 4-1od x 1 vz" E 6 4 INTERIOR ZONE 16 F 12 E yIsA1L SPACING AT PANEL EDGES ,Irl d F . NA:L SFACING AT INTERMEC ATE SUPPORTS M THE PANEL F ELD ,,N., d , Simpson Strong-Tie 2" MINIMUM '' r 4 1. FOR WALL SHEATHING WITHIN FEET OF THE CORNERS THE > FOOT EDGE ZONE ATTACHMENT SIDEGOVER "r 0210 2X6 REQUIREMENTS SHALL BE USED. •6.} AT EACH DECK/PORCH JOIST RIDGE BEAM PAGE . " Simpson Strong-Tie I .. 4-IOd x I 2. TABULATED 12 INCH D.G. NAIL SPACING- A55UMES SHEATHING ATTACHED TO STUD FRAT'ING PBS44 Slm on StrOn Tle MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 045GS0.49 THE NAIL SPACINGS SHALL AT EACH P05T FOOTING 8STS28 WITH BP T"YPICAL PORCH/DECK 2 'f , _ RIDGE TENSION STRAP DETAIL BE REDUCED TO 6 INCHES O.C. PORCH COLUMN (CONNECTIONS ANCHOR BOLT DETAIL LEDGER CONNECTIONS 3. FOR EXTERIOR PANE 5 DING, SAL'/AN=ZED BOX VA LS S-+ALI BE PER`^(TTED TO BE 5UE 71TJ cC FOR CvM'^ON NAILS.