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HomeMy WebLinkAbout29660-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30314 Date: 07/27/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1545 COUNTRY CLUB DR CUTCHOGUE (HOUSE NO_) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 3 Lot 2.33 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 15, 2003 pursuant to which Building Permit No_ 29660-Z dated AUGUST 18, 2003 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 ONE FAMILY DWELLING WITH COVERED ENTRY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GREENBIAR HOMES INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0109 07/13/04 ELECTRICAL CERTIFICATE NO_ 3910 06/28/04 PLUMBERS CERTIFICATION DATED 07/14/04 HI-TECH PLUMBING r ut_ orize 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. 29660 Z Date AUGUST 18 , 2003 Permission is hereby granted to : ROBERT O ' KEEFE 5 CRANE NECK ROAD OLD FIFLD,NY 11733 for CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING WITH ATTCHED GARAGE AS APPLIED FOR at premises located at 1545 COUNTRY CLUB DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0003 Lot No. 002 . 033 pursuant to application dated AUGUST 15 , 2003 and approved by the Building Inspector to expire on FEBRUAR --tt, 005 . Fee $ 1 , 578 . 00 E I Authorized Signature ORIGINAL Rev. 5/9/02 Form No. 6 ,y TORN OF SOLI IHOLD BUILDING DEPARTMENT TOWN ILAIL ?65-1502 APPLICATION FOR CERTIFICATE OF OCCL'P_A-NC1- 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 topograpluc features. Final Appro,at from Health Dept of v;ater supph; and sewerage-disposal (IS-9 fora i. 3. Approval of electrical installation from Board of Fire Underwriters. nj i? '+ 4. Sworn statement from plumber certifying that the solder used in system cont :m, leR 1( n� 1� eEl°'�J Aa,. 5. Commercial building, industrial buildine, multiple residences and similar buttg5 and tnstallatioru, a ce�tfic of Code Compliance from architect or engineer responsible for the building. L—r 6. Submit Planning BoardApproval of completed site plan requirements.B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildsisting7°(I�nd ui. Accurate survey of ro ert ,showin all ro err lines, streets, buildin and -o 0 o hicP P ) g P P Y gP �P features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupant 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$25.0( Svrimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.0 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. ; 19 (az/ New Construction: V// Old or Pre-existing Building. (check one) Location of Property—SSS Goel.trr—A7l ei-yw AelvrF 4 I eA/D4 House No. Street Hamlet Owner or Owners of Property: ���E,✓�2//�/�� h&z,,5 1141;f. Suffolk County Tax hlap No 1000, Section Alf Block Lot 33 Subdivision OdX7 1 Filed hlap. Lot: Permit No. G//p ' Date ofPermit. ' %d' 0 Applicant:6Ae6zBiei-9,-2 a Health Dept. Approval: Undervriters Approval: Planning Board Approval: _ Request for: Temporam Certificate Final Certificate:/ (check one) Fee Submittc.i. .$ L7 �,✓%��y� /�d/iiES i�J� i �.pplicant Signature 4 V G Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street• Center Moriches,New York 11934 • Tel:631-878-3500 • Fax: 631-878-3764 Application: 3910 Date: 6-28-04 Issued to: Greenbriar Homes Address: 1545 Country Club Dr. Village: Cutchogue Introduced By: Zar Electric Lic#: 4808-E was examined and approved up to the above date andwas in compliance with the NEC A&0 1st R=E] Residerfd[K Pbd W Garage Bmwoth 2nd fi=El Corrrnerciial Hot Tub Addition Switches Receptacles Fixtures G.F.I. Range Hood Whirlpool 44 64 39 5 Oven Carbon Fans Dishwasher Washer/Amps Dryer/Amps Range/Amps Monoxide fna Ehuast 2 Smoke Bell nace Oil Gas Heat Zones Detectors Transformers yeS 3 7 nsp: Meter Amps Phase Motors 2-9-04 nsp: 6-28-04 1 0OA-U G Equipment: es G� This certificateust not be altered in any manner Permit#: 29660 .. .. . .... ..... ........................................................................ ... ......................... ............... .. ....... .. .. .. ......... . . . FROM : SOUTHOLD TOWN PLRNNINO BORED FRX NO. 631 765 3136 May. 18 2001 02:15PM P1 �q�fFO(,rr�o a Town Hall, 53DSS Main Road w .x Fax (516)765-1823 P O. Box 1178 - ` Telephone (516)765-1602 Southold, New York 11971 y�o a0l OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N / DATE: Building Permit No. a>,G c Owner: � ��y��'/P� 'r✓765 / � (please print) WTECH PLUMBING&HEATING ENT NM Plumber". MAIN FIG. (R.lGas4vvevqW.W til �< ,, 831.722810 :=eta I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. ( lumbers Si n re) Sworn to before me this � - day of a c Notary Public, SU �eo County Joanne Fagan Notary Public, Suffolk County,NY#G7 FA4S9177 Commi_asion Exp.2-104 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop',TvQSC_JOBS'\Nlisc Jobs 2003\030041-Greenbriar Homes\greenbriarl.rck TITLE: Proposed Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 08/13/03 DATE OF PLANS: 7,'8%03 PROJECT INFORMATION: Lot#12 Country Club Estates Greenbriar Homes COMPLLkNCE:Passes Maximum UA=606 Your Home UA=544 10.2%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 1790 19.0 0.0 91 Wall 1:Wood Frame, 16"o.c. 3384 13.0 0.0 246 Window 1:Vinyl Fratne:Double Pane with Low-E 318 0.340 108 Door 1: Solid 63 0.240 15 Floor l:All-Wood Joist/Truss:Over Unconditioned Space 1790 19.0 0.0 84 Boiler 1: Other(Except Gas-Fired Steam), 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is c,ensistent-with the building plaus,, specifications, and other calculations submitted with this permit application. The proposed systems,h. A rned to meet the s'.: . New York State Energy Conservation Construction Code requirements. When a Registered Devigri'Prc. niaita4b tamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professi `_ sitsr specifications are in compliance with this Code. Builder/Desiguer Date � r REScheck Inspection Checklist New York State Energy Conservation Construction Code RESclzeckSofbvare Version 3.5 Release 1 DATE: 08/13/03 TITLE:Proposed Residence Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Nall 1:Wood Frame, 16" o.c, R-13.0 cavity insulation Comments:_ I Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] L Door 1: Solid,U-factor: 0.240 Comments: I Floors: [ ] L. Floor 1: All-Wood Joist/Ttuss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] L. Boiler 1: Other(Except Gas-Fired Steam), 84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance fiom insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls. and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code ofiVety York State . the Residential Code of New York State or the New York City Building Code , as applicable. Service Nater Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 200% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Nater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UP to 11, Up to 1.25' 1.5' to 2.0" Over 2" 170-180 OS 1.0 15 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 LO Table 2: blinhtaum 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" Beating Systems LowPressureiTemperature 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 15 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 05 OS 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/14/03 Receipt#: 8049 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 8049 Total Paid: $10.00 D ; i '1 Name: Greenbriar, Homes Inc 59 Hawxhurst Road Cold Spring Harbor, NY 11724 =9 Clerk ID: LINDAC In[emal ID:80993 i d i .h TOWN OF SOUTHOLD PROPERTY RECORD CARDM(jo WNER STREET �"Lji.. . VILLAGE DIST. SUB. LOT 9✓ft1�'b.Y10� 1 tom' toe, DRMER OWNER N E l ACR. �t; ;jr4 �3V 1� S RFJp(�t3 S W TYPE OF EUILDING „°, � Sr„3f/ SEAS. VL. FARM COMM, CB. MICS_ Mkt. Value LAND IMP. TOTAL DATE � REMARKS 0f2l nem '! ,•+�Slr rr:.. a G °, .R`C'S! 'A /lA%71,D1'1/r ro^ �v� y,Y� / r`3" Ci 2l �:A t.1 / Y' .'� as J lC�••�,.C t tl�.'.A J("�,.r].,:, !' J/yJ/ 0 V�/4'C7 ' 61.(a�l✓a1 -C'e'r m�e�".¢l;�i..frr°•d,?f�Y'i7� r ! -� �n�i — cop?ail Ut4.�Ol lwi 1 �- 00 It to' l -Lla,ei ®960- mtgp/r 4 0 eeo. . - Baa r d3- 1_ la DD- 0,&e-,Q-- 1 Ilable FRONTAGE ON WATER oodland FRONTAGE ON ROAD eadowl•and DEPTH ouse Plot BULKHEAD tal BUILDING PERMIT EXAMINER CHECKLIST DATE REVIENATD: g / V5_/03 APPLICANT: _ DATE SUBMITTED: cz 16 /03 SCTM#DISTRICT: 1,000, SECTION: _Qq_, BLOCK: ;S LOT:J- � SUBDIVISION: v.)lA. ADDRESS: iEp �a� c 'L CITY: th- I(02 ZONING DISTRICT: eqo CONFORAHNG? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ GO Z- , INFO /BP -Z/C!0 Z- , INFO_ BP __Z.'l C/0 Z- . INFO /BP -Z;Ci0 Z- _, INFO SINGLE & SEPARATE CERTIFICATION-REQIJIRED NOTES: LOTS 40,000SF-100-24.Lo[recamition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JA-N.1997100-25.1vlemer.(anonrorfarrning are anytime after%.1 REQ. LOT SIZE: _ a0jL ACT LOT SIZE:440,5'7YREQ. LOT CON'. r ACT. LOT COV. i REQ. FRONT yc PROP. FRONT ✓REQ SIDE_ 35_ACT. SIDE__ REQ. REAR ')u PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROSECT DESCRIPTION: ,, Sh ESTIMATED PROJECT COST: r 177�G ARCHITECT NGINE R e--7,��,—p NVATER FRONT? DESCRIP i ION: PANEL # {l? FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT. 'E or NO, BED #j: DTE: ./ %' J PERDIIT #:Rio �D TOWN SEPTIC RECEIPT'Y or N NEW YORK STATE DEC: PRE-DEC 9n^5 YES u DTE: / PERNIIT #: SOUTHOLD TOWN TRUSTEES: YESogo DTE _ _ PERMIT# TOWN ZONING BOARD APPROV.AL: YES oDTE: _' PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or _DTE. _% _ PERN11T : TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE CONIPLI_aNCE (SEE PA )_ YE or NO NOTES: \ — FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: _may c _SF SECOND FLOOR: /L Ec/ SF OTHER: SF INTT OTHER TOTAL TOTAL: l0 SF FEE FEE FEE . i L ( a l� SF)- ( � �' SF)= SF x � —� J +s S 3 2' (___SF)- (_ —SF)= SF t 3. ( SF)- l SFI= SF X FINALTOTAL: $ I NEW YORK STATE CODE COMPLL4NCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: J1 Ground Snow Load: 45 Wind Speed: 120MPPHH � " Seismic DesigreCategory:B Weathering: Severe ✓ rostDepth: 36"='lermite: \ Heca�: 5-DI Design Temp: 11 Ice Shield Underlay: YES" Flood Hazards: USE/OCCUPANCY CLASSIFICATION- HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ` DESIGN CRITERIA: ENGINEERS SCRIPT ' G4 \ ra FULL FRADIING DESIGN ELEMENTSYA,7N HEADERS: Y/N NVALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y,N DESIGN LOAD CALCULATIONS LIFE:Y/N DEAD: YIN SNOR': Y/N SEISMIC: Y/N WIND: Y/N WINDM' AND DOOR SCHEDULE: MISSLE TEST REQUIREAIFP�Ts EGRESS 5.7 S.F.: Y/N LIGHT : N FENT 4%%: Y/N N.AILING'CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y N PLUMBING RISER DLaGRAI\L Y;N LOCATION OF FIRE PROTECTION EQUIPMENT: Y'N TRUSS DESIGN: Y,N CERTIFICATION: YN ENERGY CALCS: FN TOTAL COMMENCE? Y/N (RETURN TO P_ GE ONE) 765-1802 BUILDING DEPT. -INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ l FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR ' 1 M-1802 BUILDING DEPT. SPECTION [ ] UNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ l FRAMING [ ] FINAL [ ] FIREP E & HIMNEY REMAR : DATE SPECTO i 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ' ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY REMARKS: C t DATE " INSPECTOR .i' f 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ]7"H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ! INSPECTORS f � �" 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l' a DATE 0 INSPECTOR FBI INSPECTIONREPORT DATE I COMNIEIdTS y'' •e j FOUNDATION(1ST) '- -- ----- C Cs1 FOUNDATION (22ND) - ? z � o a ROUGH FRAMING S- a PLUI%MLNG LNSIII-3TION PER N.Y. 4 STATE ENERGY CODE - n FINA . ADDTiTOTjTAL CO&Il14ENT5 r q rk K 0 5 m i r ` Y z a � v i� � TOMN,OF S&THOLD BUILDING PERMIT APPLICA-RON CHECKLIST BUILDING DEPARTMENT Do you have or need the fllowine;before applying i TOWN H ALI. Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Suney PERb'IIT NO. T ` Check Septic Form N.Y.S.D.E.C. Trustees Examined I/( - ,=U Contact: Approved / / cz- 120 Mail to: Disapproved ale / Phone: s L' Building Inspector APPLICATION FOR BUILDING PERbITT ! - 4 27.l54 Date 120 03 " INSTRUCTIONS a. This application MUST hetdmpletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this.application may not be commenced before issuance of Building Permit. I Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant} is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of 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 w$h all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �PG�/Gr2/,ter /�oh�5 l�G. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder D�/.r/G.�- — /�'✓ate,�2 Name of owner of premises ���G,r,/�2/ (as on the tax roll or latest deed) If appmh t rs a corporat�=e of my authorized officer (Name and title of corporate officer) Builders License No- Plumbers License No- 4;7,6Z/ f Electricians License No. -Xee7jg Other Trade's License No. 1- Location of land on which proposed work will be done: r House Number Street Hamlet County Tax Map No. 1000 Section 109 Block 3 Lot 33 Subdivision CadlfilLY .CL !s`S%/l%�S Filed Map No- eva3.3 Lot 1--2 (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Fork (Description) Estimated Cost 2D{ no 42 Fee (to be paid on filing this application) If dwelling, number of dwelling units If Number of dwelling units on each floor If garage, number of cars lfbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i 3. Dimensions of entire net,construction: Front 1/1 g / Rear e- Depth Height _3h0/ Number of Stories 3. Size of lot: Front {�7 lS Rear /9f �� Depth /�•Z f �� /�/ 10. Date of Purchase ?r ur3 Name of Former Owner 11. Zone or use p district in which remises are situated i 12. Does proposed construction violate any zoning law, ordinance or regulation: /v L 13. Will lot be re-graded G Will excess fill be removed from premises: YES NO 14. Names of Owner of premises A+,,;Address CXD.5,00je .zee'.1KIIgzePhone No_ z! /V 9oLi� Name of Architect.TG�%ems i 0,r1�2 Nddress Phone No l03/- X08--!2Pf;_O Name of ContractorG-�i n//�.�-�.9Y'� lfTin65 Address.S,i hone No. 5091-9,09r— j ez.�, sPi2.r+ae. .vY. /icy✓ 1 15. Is this property within 100 feet of a tidal wetland^ *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Protide 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_ ST ATE OF NEW YORK) SS: COUNTY OF:NveG,� // R jd!�. e�5_ ' 4 ,/��d�. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 670.J;1A2A G-1 2�/2- (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. Swom toiefore me this I day of ,A _76- ' 0 O Not4fy Public Signature of Applicant 0oaR tett-ng_ T8*8 2eiat;:.S`-a:a of HswYa'ic SuftkkJ, C, - n ti 1. SUizVEY OF LOT # 12 ,Cf L S 01e = = -_ r=�� rO 'GQ2 "MAP OF COUNTRY GLUE ESTATES FILED OGT. I-7, Icilb A5 FILE # 6736 I1 51TUATE: GUTGH06UE roa _ TOWN OF SOUTHOLD �J SUFFOLK GOUNTY, NY "fie E SURVEYED 12-10-98 AMENDED 12-16-98 G ES HOLE AMENDED 04-21-00 Mcc ara'd SUFFOLK GOUNTY TAX # y 4-.�- '0 1000 - 109 -3 - 2.33 6� Y �7 GERTIFIED TO: s'Ja��..�3? :6:�=e.;.+'�?``f lsrli,.`?S�"'e.r` �' r,i° sn:�'sf�l BERNARD MEYER px kr._ :'�. � ,.» t._ 7 BARBARA MEYER ._ 3- zas=tee.t�vt, RP ! ms 17 I n aro.� iu.a I •- o In ,per d n IYE v 5 a� ' - s k Ir NorEs: �� G. � r ­11 51 r 1 IIE 151 -EIG p ■ MONUMENT FOUND STAKE HEDGE L. N0 AREA = 40, 603 SF OR 0.93 AGRES IJ.1 .S LP.. FdG. 5720= JOHrl --�LEHS L.-'PIU �_L9.'LfLH E EL'.ST !=.P: --REE ORAPHIG SGALE 1"= 40' RT,rEaHL.0 1. r. ti-o2 36y-8255 Fir 3E5-526- _ 1 REFEPL,lEE m =8-G29J � Ia os °� ;a aouvoes, ' Ic ,ev!,! — 1 s N ® p Z NSO O n— z r Q d { c m aQ1, Z Cd iIl 1 f11 ', w Uk 1 n I'm, I N rn D 19 N ul 1 5 z 1 z -Q ;U3r 1 01 NNA SIT,- ULo �j' - �ti A > rn C SUE PLAN JEFFREY r�+ D P.E.'LOT #12 - GOUNTRY GLUE ESTATES 'FRE i 1 . BUTLER, r GOUNTRY GLUB DRIVE GUTGOC�UE, NY P.O. BOX 634 HCOUE S.G.T.M. 10 -03-2.33 5HOREHA.M, NEW. YORK TEL.-- 631.821.8850 FAX: 631.821.i28-7 GOUNTY OF SUFFOLK TOWN OF 5OUTHOLD w -019 ula Ostrande, Awb, t 99,, Moerh6ad,Ne York 11901 ung . 9 400 - 1 a I 7loward`W, koun Land Su7-iA or . Thomas C.,Wolplert, &.0fesiignal E gin, + go6ert C T04 .Architect . - per :Ronab%'R_p,fui4L GwY�dacapa.�lrchztect,: . . ( DotiigCas E Adams Profession[ Engineer Q lj W6 I AREA 40607 SC+h FT. ; _f - I • It- SUBDIVISION MAP "COUNTRY"GI,UB ESTATES" FILED IN THE ¢*� p'� \1 - - OFFICE OF THE CLERK OF SUFFOLK COUNTY ON OCT. I"1, 19'18 m: NO, 6736 " t '- i �85 Lot 3 � AS FILE e-)U10 ub �yta 2q�.\a 5ubd1V151on Country Glub E5tates" a F `. ID lw �URVEYOR'5 CERTIFICATION hny • WE HEREBY 6Efv71FY TO WILLIAM ARANEO, A• � �0o E V " eox � O MARY LOU ARANED, COUNTRYWIPE 'HOME hKSI N 'I�e�3 - Lot' 12 � LOANS. INC. 8 COMMONWEALTH LAND TITLE - - - _ INSURANCE COwI PQ�NY THAT THI55URVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE F'gr FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK A55OGIATION OF FRoFF55IONAL LAND SURV .F ii% Lot 2 O y Vii/ LnPNT7o0. rtt Subdivision G W ,� �o rya w \ , i �I y' 41ub FOtotez" HOWARD W. YOUNG, N.Y.5. L.5. NO. 45893 Gountr y� 5' J AND ----------- r,0 s __ ' ( ` / �, RVEY FI�1� a ' ' c Q. __ _ W I LL I°ASM ^RAW l LPO�E - - - ( -�9L• 4 MAW4r LOU ARANE0 . - g70N0 6�END ORIJL-J\P'( .o -_ 22.2 1. LOT 12 "COUNTRY GLUE ESTATES At Cutaho ue, Town of Southd4d ; I 5uffolkGounty, New York sa •W W tl- _ County Tax Map District 1000 section 109 Blocq 03 tet 2.33 �ber�g'50 SURVEY �' . 5 yob 15 I FINAL . 9< yu�di��yl0natoti�y, II g< y`' G1UIp G gnu Amy 1,Gou���,y. I MAP PREPARED JUNE 24, 2004 _e. - So. I' '4�0' . qty •a 9 _ _. IF JOS No 2664-0806 ; Q m.MOW11TcNT 9Er. A =MONUMENT FOJNO /�=STPKE.SET A.5TAI C FOUND 4=CHIMNEY Ro=ROOF OVER 5=?TOOP CE=CECLAR ENTRnNce DWG. 2004_G3Q6_41na1_survey- „ , DESIGN CRITERIA _ THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWINGS SET), TABLE R301.4 G WIND SISMIC SUBJECT TO DAMAGE FROM P W ALL CODES OF " MINIMUM UNIFORMLY' DISTRIBUTED LOADS tPSU �T�u�G WINTER ICE SHIELD — — SPEED EXPOSURE C:351GN FROST LINE DESIGN UNDERLATMENT FLOOD LIVE DEAD M1200F UPLIFT LOAD WALL SNEATI-IING OCCUPANCY HEIGHT FIRE AREA $ggy� LOAD 1MPH! CATAGOR} CA AGORY WEATHERING DEPTH TERMITE DECAY TEMP REQWREG HAZARDS LOAD LOAG SUCTION LOAD CLASSIFICATION �, a �DATEiTOMCODES DATE _ 3 iR 115E L'vE LOAD nn��n 1N, EXTERIOR BALCONIES n0 JE MODERLTE SLIGHT TO FROM 1998 PERIM'TER EDGE ZONE = 39.0 psr ELSE ZONE = 35 b E AND CONDITIONS OF psf 11C B _ SE/ERE L9' p i ES -0 Fsr l° psf P=r FIRST FLOOR = 1-90 5O FT, P DECKS 50 'O HEG/t MODERATE FIRM MAPS 1NTERI JR ZONE = a o sr INTERIOR ZONE = C9 9 R ' TT E / 17 •Y: I ` P psr SEGONC FLOOR 50 FT. i A PASSENGER /EHITOR GARAGES 50 - IDA ATTICS WITHOUT ST STORAGE 10 - O RAI 1I • '4 ATTICS WITH STORAGE 2G ROOMS OTHER THAN SLEEPING ROOMS 40 rr4tiD GW SLEEPING ROOMS 30 [5EE DETAI- OHEET FOR IGH WING CONN'EC PpM1 ICIr-I'-/-� a �n • STAIRS .{p GUARDRAILS AND HANDRAILS 100 /ABPF ALT ROOF SHINGLES rT`I EOUIREMENTS VVV -- 00 OPENING PROTECTION E` WOOD STRUCTURAL PANELS OC, _ u'd 3Y OR PERSUANT TO Ibp9.1 . 11, USE I-' UNLAWFUL °D i; FASTENING ET I+ THIS E1 K STAT p DETAI_ SHEET IN THIS 5Er WITHOUT CERTIFICATE OR Le FA�GIA T, P OF OCCUPANCY P U BIN R.:KE ED CTP ALLP UMB GW STE MT14 T.0 cHIMNET I,Ic FRIEZE ec CTP 6 WA ER L NES EED wrcu T.G FLUE TE TING BEFO E C VERT G BER CERT/FICAT�ON TDFOFof PLAT[: - EF. - FL 0 A, CER L TE FL asH SO ERUSEOINWA C PL Will CH PTE "A IOD _ �� L-- TI, , SU LYSVSTEMCA VL AM EP EV NTI VVVV CA ED 2/10 OF 19L LEA , D DO NOT-jP O k11TH Y FRAMING U144j URVEY OF FOUNDATION' ��ON HAS BEEN APPR V�D. ALL CONSTRUCTION ALL E THE REQUIREMENT ATE. -- -- -- — — - TOP of sueFL ADR E`�F NEW YORK -- -'OP OF P'-ATE (� UNDERWRITERS CERTIFICATE, CERTIF AT II F REQUIRED NAILING i N 87JONSN l RE IR Y' FL`Wo�D JulAiNT 5E-'IIS�i9' AG soFFr 11111 PmrlT �� 904 ' CHD 30"r9 01, C l CEDAR SIDING ITV Pi DDDD �- -7 -- — _SOP OF SUEFLC OR — — .TOP OF FOOTIrrE DDD- DDDD DOD � __ W I I ' r i CL T U _________.� O LL P r, FNC WALL I � T ______________________________- _ i r ________- ______ I z rtl ON 16" X B" P.G_ FTG m _ ___ _ _________ ____ __ ___I W Jl q __ _ _ I I ' I I w T = ---,STEP FO --- = r-- I I n �I I O NG N __ 30 DEQ MAX. --- 1 ,___,_ ___ - — I � I I y r ------------------------------------------------- -- _____ ___________ COP F F ---------------------------------------- RICxHT SIDE ELEVATION Ir __ __ ______ ___ __ p CND ICN ' 0 _LL _L I I " O W1 FRONT ELEVATION — in z W m 9E- JETL SHEE- FOR MGH�WINC CONNECTpN W REOUIREM ENTS 1 ODOPENING PROTECT ON BT WOOD STRJCTURAL PANELS I _ ENZ,�NEER'. P 6TENANr TO 1609.1 -� SEE FASTENING- SG-JEGULE ON � . .. CE-AIL SHEET IN THIS SET Q R - - TOP OF PLATE >/ > p ° 34 '�4i IDE�CB9B6a9 -EFGREY T BuT'LER, P-E I ir _ _ _ _ _ _ _ _ _ _ f1 I N i W -- - — Tow of SueFLODR - - - TOP OF PLATE Z —_ — _ --- W LU > o LU U 1 ® z - f ' Wu �f = � j o iy0o CIL z 0 " o - - TOP OF sUEFLOOR Cr - - -- 'OP OF FOO-IN3 J, i ' I___________ I 1 1 j 1 ___ I I I � i p I _ .. I i I I I --------------- 1 1 FAGS : I I L -L -LL IJ T_'F GF FCUNDATIC`N _ _ _ _ ____ ----------------------------------------- - - ----- ----_-_--_----_---_-----_--_-_--- - --_--- ---_ ------------- ------------------ ------,------------ -------- ----- - ---- ! Of 4 LEFT SIDE ELEVATION REAR ELEVATION SHINGLE RIDGE =—F —RICGE /ENT ExNAUST ."IR SHINGLES FELT FAFFIR ROOF EHE-THING !Tl F' RAFTER � r RIDGE BEAM EI RIDGE VENT DETAIL _ DF ENING PROTECT ON Bl -O= RUGTURG.L PANEL, PERbUANT TO 16051 -' 5EE ,ASTELMG EGlEDULE ON — CE'AIL SHEET IN TaIS SET 5EE DET.:I�. SHEET FJR / NN REQUIREMENTS w x PROVICE ANCHOR BOLTS AT EACH CORNER FOR EIMPSDN PHD5 TTl PICALJ - SEE DETAIL SHEETS SEE SCHEDULE ON DETAIL SHEET FOR ADDITIONAL ANCHOR BOLT SPACING - D I JUTFSOLICT r DI i_____ �_ _ _ lu• _ ___L hD r ul L L1 U 16 r - E .0 PIER rT F � EKCAV.>TEG Q ELLAR 1 Q) ( m, u r Q IL (u STEE_ CO_ItIN n -' I- ~ 0 50°fd0'r FQU EC� " ; ^ r F. CONCRETE FOJT I } 1 'T' ` �AL' r41I� U BE..^' PO .YCKET F (3 Ljj ________ ________ _ ---- ----- (A Z O v Q e ' r r__________ 13 TIR-ERT— HL C._RIIE h � i I ' I DER �� — O v Y I I Imo__ -- _ — u 30'x60"� POURED � I r -- - �. GRETE FDOTING T 111 lF 4Li G uI PIER ._ ��_ F I 1 x� ul i u xF _ . / 1 �la l 5 e r ,, E m --F J �+ tl _ �, UNEXCAVATED GOC_ - I , "NP JFOORO W FIC._ IV /'— 4j l Y .f --� �3 =-- _____ O/ER' TURN _ J II _ —v_ — _ — J — _ — _ — _ - , Il ENI K------ rl, d „ 11 aT III O - T l� FE- F _ S I iv4il' -���-- '.T - _G_,.Mh W PIT O O H C -,,'•a ------I � '- X30'250 b1_' PITCH r ✓T •F I � � � I � n b EEL � _50 6 CC PDU4ED T �• - Ll '. �_.� C^N _^.TI � CRETE F9NG b 11 11 iY 4 0 '9 w . i F.. a o" 0 - r I 111 _ _ Uty Lv JEFFREY T BUTLER P.E. I I FF-1I F-'OGKE� .b _ _ �+ C .. u T _ J 250F n16" OC � o' fi �D W "LL GROUT ----- d1 1 I _ i . I 7 ___ _ _I �� — OF1F4 --ED FILL Q F li F- O I I n 0 L__________ ___s _______-_________-_______ _ _ ___ _____ _________________________________ _ J� - -__ _ J . .____ I Z i --------------------- ----------------------- --- - J - - . m y a 070 v I s O i, ii ' II L• I' V• I II \� v 11 FOUNDATION PLAN 5rlC<E FETE(-TOR PACE . INTERCONNECT PER COLE 2 of � WINDOW E DOOR SCHEDULE: WINDOWS MANUFACTURED BY ANDERSEN - 400 SERIES (UNLESS OTHERWISE NOTED) 4" /TR DOORS MANUFACTURED BY THERMFTRU 'UNLESS OTHERWISE NOTED! UNIT CLEAR OPENING GLASS VENT. TOP OF SUEFLO�OR TO 3" _ ---- KEY ✓ COMMENTS QUANTITI ------ NO, 5Q FT WIDTH DEPTH 15Q FT TOP OF INSIDE STILL STOP RR31C EMERGENCY ESCAPE AND REST-UE OPENINGS _ - - -_-__ 3'- WINDOWS RR310.1 Emergency escape and rescue required. O Basements with habitable space and every sleeping TUB 31 TUB SHOWER 1 56 E0' STRILCrJRAL P-NEL SEE ADDENDUM 3444-' 4 1 36 II 16" 22 ^" 14 93 640 -LJ I'B" �w, HEAD 1$'' room shell have at least one operable emergency escape SET FOR A"'ACHMENr REOW REMENTS Tl PJ SECOND FLOOR 17 U O MEE rS EGRESS REQW REMENTS PER PI` S CODE and rescue window or exterior door opsi for emergency 5046-2 591 34 II 16" :J 216 11.9 'B B escape and rescue. Where openings are provided as a 2 3 2 2• 3 2 2" 610"x5U' STRUG TURA'_ PANEL Mears f escape and O they small have a aill height 3046-3 591 34 %I" " _ of no, dmore e tnam 4 Inches�g d tmm) abod McOFloor. adjacent L �/---W,G,-__ ____ __ '--- -- �_______--LI�V 304'-7 Be 119 BPB 6I_5 7: _ openingandfs providedwitha bulkhead enc _ r 3 ^ R-^UIREM=N'S PER Nl ' CODE r c '4 '-: i] J 1 85 'e 18 .nR o _._ _ I_^"x54 STRUG'URAL PANEL O AFFW�601 2 T '-IEE rS EGRES REOLIR-MENTS PER Nx ° r'OCE SINK U; 5.51 34 II'16 34 1,2" WREMEURAL PER NEL g emergency pe end rescue enclosure the bulkhead SHOWER OMEETS EGRESS REQbIREMFNTS PER N'S CODE G.W W. 3053 681 34 11 la" 7B V7 13.6 631 3C I'B 38 x6'0" STRUCTURAL PANEL J enclosure shell comply with RR310.3 The re. clear opening MAIN FLOOR dimensions required by this section shall be obtained by the 3" 2' 2 2 Li MEETS EGRESS is OUI TRUCTUR PER N S COC'E 3. 2" O 3057-2 681 34 II%Id" 28 I^." 353 158' IG PB 610'x6 C' STRUCTURAL PANEL I normal Operation Of the Window Or door Opening from the In51de. Escape and rescue window openings with a rinlehed sill height O 3057 681 34 II'16" 48 I%2" 37.4 13.83 20 %B" M-E.S EGRE55 R UIREHENTS PER NTS CODE 1 below the adjacent ground elevation shall be provided with 3" ° FAI _ ' EQ _ si O"x110" STRUCTURAL PANEL a window well In accordance with RR310.2. Og 3052-3 6.81 34 II%16" 28 1'r_" 31.8 7013 O t'B" 0 WREMENTS PER NYS CODE r::'0. MEETS EGRESS REQ RR 310.1.1 Min mum opening area. All emergency escape and rescue b`x6'O' STRUGTJRAL PANEL — openings shall have a minimum net clear opening of 5.1 square feet 'G.530 m2-. 431 1.3 31 5'16" 6 1%8" 43 13 6l 1'16 36x26^ STRUCTURAL PANEL I EXCEPTION Grade floor openings shall have a minimum net clew opening C.O. C.O. O9 xs or 5 square feet (0.465 m2). 4'' 'o AN APPRO✓EC 10 AFFw504 - -- 135 -- 5'd' T sTRucrurzA_ =,:NEL I RR310.1.2 Minimum opening helghL The minimum net clear opening height shall SAKI TARS SEPTIC ST STEM 'r be 24 Inches (610 11 CAST IRON II 2011 2.0 29 5 B" 13 15'16" 2.6 32 5 516' 68" TO ANDERSEN SERIES 4 RR31G.1.3 Min mum opening width. The minimum net clear opening width shall HOUSE TRAP BOTTOM OF HEADER HE ,-71 3'.'x72' STRUCTURAL P!_NEL be 20 Inches (508 mm '. t, C DOORS RR310.1,4 Operational constraints. Emergency escape and rescue openings snaK' y PLUMBNCz RISER DA�3�rA1�,t �NTS� be operational From the inside of the room without the use of keys or tools. OPS6� 15 56 28 1 ^_ IB 5 8 32 5 56 ANLE4_EN JCO SER Eo PANEL CDDR w NO GLA35 I y 0 15 eC� "xl O" i ' Il Ifi 1 `1 III 'n {' m [11 II �1' T 0' N In o' x I I" 1 LIGHT 4 VENTILATION SCHEDULE. FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION ROOM PROVIDED REQUIRED PRO/IDED REQUIRED O SQ ^ (SQ FT STFP LINE OF WALL AEOVE FIRST FLOOR - - - - - - - - - - - 4.EAD e 16' A.FF.% Q KIT"A=VBREA T c o^ 4' '=6 J• 3003 -�XI0 HDR. - -� 2 x O O .c Z n GNN� 4^OM 3El 3- B 1 ! C -b L____ _____r Ad' X0.62 lu � FO"FR'=AM'_Y -0 1. B '4 _ _ 4 L 5TEP o B' - -- lK m _ -- -- 24C HCR O -{FIO 4DR BREAKFAST AREA -HOWE Z T- STUD* 361 n KITCHEN e 1 Y LG 3Lg . z 4 .a 1l)if, a t (Y m O V9 �1 U J D W,c ° ti _ � ' ° u x0 ul u m — ,'ENT -L u` .o `� = IQ Z - v O X ®EFf m n \ O SLANC a t¢ t' d tv FAMILY ROOM � h � I; LL BAT_ _ -- --- j� u � I -TF1 �E - -------- -- --- -- r � �i J ^• BEARI WCL_ _ BEAR /+ ! BEDROO- •' Y S �6 6 3: : . 5. B- I mo =b JI-Ii - - 3 - �R —ML �LU51 SrE SUL T R-3 NGWGL_ �j, URN INC- PREP_ACE p" � ENGIN BE✓2O0" •- ? : _ b _ wlF "O' 1-.PRO, PER CC�c 11�/A 'ILr+I�T 1 AIR 14TA<E "C 3GRESu rr DE P iY(^ f1 7. 46 -- COORS o� C -E U '✓ i -Y _ — =ARING WALL .. EF w �I 1,B y CAR GARAGE -_._- nal •� S B" F C GWB s (' ;xl_RICGE 4 °: 15 - ��3 _� ��LAb -1 T 8 9N L4LL5 AND t) tt O `LUL` d - �_c CEILING PER .DDE q SJL._T= R-C = _ �C66o� a ..EFFRET T. BUTLER, P.E. 3 � ? aiEEL CO_UM4 ,2 1 rI - LIT11 e✓B BASE PLATE POpT C1 ____� I Jt �' o J _ _ - - _ - �HOR TO CONCRETE _ J w c___ -7t----------- ------------ _____ i1 d ___— __ _ _ _ — _ _ _ _ — _ —_ — N ANS I Iii - F0 EI, �; ', u CINING RCCI'1 „I 51 , r 16 Li W LU � - --- - ---- - ---- - - - — --- ' III ' F�- c Ili X11 - Pis " w W R o II ��I - I -EE CFTH_ aHEE- F9R - f � N U, a -I �� p w m � wGl- •J1NC CD N' CTCV w, i'i REOJIREME^C3 ,p �/ u1I ul _ W I O _ G S _ m � Ill � I> IJJ f0 IL W 1 - II ;1\ `L 6 F W DR O- t1 II ,j N * -I� n 0 0 U w _ OPENWn -RO-ECT ON ?• /x .I ____—''I_: 1'W 11 -' �LLF_�_�__J__ .. ._ _ ___'__1_____ .______.._____________r'' * 9 T i1 T- O O W 10 R R _r10 R R \ v LIVE O ALL AED✓E a 1.b" "�i 350 F.. m 16" L NE OF -L00R ABOvE - Q[ F .JJCD STRJCTuRAL �ANEL� -- C E r" 'F---�� -�- P�_uANr ro 1603 ' - 5=- � r � � •I r �c '" n � '- � � Z U =.S TEN NG oC�EDULE ^�- -_'xS �•-{' ^t= SDR `\ _ �- 11 C-_I_ SHEET N T_= _ _ _ _ -xb I+DR " _ _ — --. O _I O V �d �-- =P1501 _ w U P.� aTOOP tl IL O 3052 ,p --F O 14 1 ll li i I LIANS 4RE,4 it ;7eC SCi.FT. -- - �-�� --�� t i, GAR,4SE AREA SSC S^.FT. -I - --- - --- - - -- - -- - --- =------- --- ---- 3 of ih 51-f"<E Zec-EC-GR N'ERCONNE_.� =ER i 3-I - d' Y 61' M L RIDGE :x10 RAFTERS eEE DETAIL SHEET FOR I': GDX SHEATHING HIGH WIND CONNECTION 15" FEL` RECUIREMEPITd ASP-ALT ROOF 54-INGLES OF MNG FRDTESfION BI WOOD STRUCTURAL PANELS PERSUANT TO 16091,4 5EE FASTENING- SCHEDULE ON _:-I d -1" r 1X M L HDR DETAIL SHEET IN THIS SET El 9 R-IE MSULATION ✓C' GWB / TOP OF PLATE HURRICANE CLIPS u EACH R.R 0 Ou CONT /ENT WD SCFFT .n P. I 1+2" GWB FAMILY ROOM _ 2X4 STUDS R-13 INSULATION ./2 COX, SHEATHING _ Tl /EK HOU5EWRAF CEDAR SIDING 3 4' bUBFLOOR _ ___TDP OF SUBFLOOR R-19 INSULATION TOP CF FOJNDATIOnr PITCH GRADE GGA SILL AW FROM 2x6 1+2' ANCHOR BOLTS F..I,..C-4T10c SILL SEAL i TERMITE SHIELD 3 I'C' STEEL COL CELLAR B" CONT fOUNDA_ION ON P G FTG. B"Y I6 CONG FTS " - �JII" [aEFDET - -.L sHEC' F9R DAMPRODF BELOW GRADE --- -- H'GH WINC CONNECTION 4" SLAB REQUIREMENTS --T9P OF FOOTING Y , Ih OPENING PROTECTION 51 _,�„ q �• I'1 " li \" WOOD STRUCTURAL PANELS PER53ANT TO 16093J,4 SEE FASTENING- SCHEDULE ON SECTION A-A CETAIL SHEET IN THIS SE -' AFFW&CI 304'= x n R ^ O R R IJ IJ- UJ - 3046-3 e� C. s 16 C -NHRL"_ICI 'u6 � 1 I :! 94'x9 4' M L HDR iERI�II Si=E �-{ Z n __.-_ __________________________ .nr D � O � _________.__- ____________ _ATH BEDROOM ------------------------ -------------- O � u I ' _____________ r1ASTER�_ IUr MASTER I ' Ml � r ll l m �� O eI BATH _ 304 w CATH GLC. ,_I �i4'.B �' r AGR X ALF WALIO nI n ' 2XIO R R4- _ e C_ HST O W In ' I U, l III 3 0 'i � O Q6 _ 5 I W 2x6 DUMMI '� U ll L E3• Lj SI !J 4L- O �FI LL rA5 REQUIRED Vo e'c GLG HST TTI C " m ENGINEER IAGCES'y' � x W.LG. - n' z-2F1G Ah = RCGE „ BEAR G WALL P05r RIDGE S—4' u' 11 IDINo p � x '� GL O lY l2 -21 HDRNiIUING _ pl" I 2X12 RGGE RIDGE 2 —1 GL. c 073 9 — -- - ------ - - - o T - - - — — - T- - - -Y — =m - _L. — - — v C , RAIL INC PER AGREEMENT o - ! JEFFREY T. BUTLER, P.E. -_ FYI E F BATH l% BEDROOM ": � nl U T L) W _ 1.4. W F U N N 1 — — _ Lu n 'BEDROOM "7' ." .o — GL. Z Ill 1 V �:j Ai.1 GEILINS IY °', a LLJ �' n W LY W V � d OPEN TO BELOW J� � _ 71 -- J \7 LijI 0 0 s10 HCR . V U z V I . r 1 ~FFW 1 1 C) 50d - ------_----- — - - - -._ _ Tc�1 - - .____ - y - " r f 'CI ___ __ ___ ___ __ __._____________ , rr r r � 1 ----- - -- ---- --- r r ' 304E V TE .O' CIR N GA9LE .%-BSO iE SEGOND FLOOR PLAN - —_ - -- _ -- - 1 - -- -- LIVING AREA = 12(o4 SQ.FT, I PAGE : - 4045MOKE GETEGTvR NTERGONNECT PER CODE I I� J FACE OF FOOTING i 7z4 CONTINUOUS 2.4CO,LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE USS OR CEILING JOIST I i FOR WOOD STRUCTURAL PANELS I - TR V 7-I0d NAILS I 1 GABLE END TRUSS FASTENER SPACING 2 FEET 4 FEET 6 FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < S FEET In 2 1/2" -6 W m 16.1 1 " 9" WOOD SCREWS Ib" 7 ' ] U �i I 10-Sd 2 1/2" •e 16" IS" Ib" 17' u ] NAILS WOOD SCREWS H/3 BUT NEED NOT H 9d COOLER NAILS AT 10" O,C. a MEAN ROOFTHIS TABLE S HEIGHT OF 33 FEET OR LESS, WIND9PEED (9 SECOND GUST) OF BO MPH AND EXCEED 40 FT. MAX. 2".4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, H/7 BUT NEED NOT /�/ BRACE WITH 4-IOd NAILS c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. EXCEED 15 FT. MAX. If GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 490 POUNDS. // /V 0 GAUGE 81'R Ed COOLER NAILS AT l" O.C. 7AA y P a. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH (11.1 m) AND A MAXIMUM OF B FEET (2438 mm). 4 m 10-Sd NAILS-' F. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT m HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES g. TABLE FROM SBCCI - 1999 EDITION. FIGURE 8403.1.1.1 ENDWALL STUDS GABLE ENDWALL BRACING IWFCM FIGURE 3,64) y � m O I EXTERIOR OR BEARING WALL TOP PLATES ENDWALL JOIST A A 34UD NOTCH GREATER THAN BLOGKIN 50% OF THE PLATE WIDTH gLOCKIN BORED HOLE MAX Ibd NAIL AT 24" O.G. GYPSUM BOARD ui w DF DIAMETER ETSTUDEPTH 16 GAGE (0.054') AND 1.5" WIDE SECTION A-A �/- METAL TIE ACROSS AND TO EACH 5/8" MIN. TO EDGE � SIDE OF THE NOTCH WITH e-Ibd � � )( . NAILS EACH SIDE ''��t Q LL WOOD STRUCTURAL PANEL JU W 9/Ip" MIN. TO EDGE - IN87ALI-ED IN ACCORDANCE yc ad NAIL AT 6" O.O. WITH NAILING SCHEDULE FLOOR BRACINd;p AT END BAYS (ALL PANEL EDGES) (TABLE 3,1, WCFM HIGH WIND EDITION) NCTC�[MUST NOT E7GCEED TOP PLATES /'• /1 / = ry 4Efi OF OTUq DEI'TNVIJAI (WFCM FIGURE 3.6b) ad NAIL AT 12" O.G. ON ALL N Y m ' FRAMING MEMBERS NOT AT PIPE PANEL EDGES • a } T (a) OUTSIDE CORNER DETAIL f-" [yx� IS BORED HOLES SHALL NOT ad NAIL AT 4" O.G. IU z m BE LOCATED IN THE SAME CROSS SECTION OF CUT OR GYPSUM BOARD jU a F4 NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING (A NAIL AT b" _ �� (ALL PANEL EDGES) � 11" MAX. (L NOTCHING AND BORED HOLE LIMITAT101NS —NAILS BASED ON :iWLT FOR INTERIOR NONBEARING WALL9b SHEAR WALL REQUIREMENTS WOOD STRUCTURAL PANEL s INSTALLED IN ACCORDANCE IWFCM 1995 5BC HIGH WIND EDITION, 3.4.3.1.1) NO bd NAIL AT 14" O.C. WITH NAILING SCHEDULE ENGINEER: CEILING (TABLE 3.1, WCFM HIGH WIND EDITION) vl�l�---moi ^—CENTER 2x BLOCKING Cr' P,'(=i!y 1,{�I'+ DIAPHRAGM ad NAIL AT b" O.C. ON ALL / RAFTERS AND GEEING REQUIRED ON SHEATHING JOINT FRAMING MEMBERS AT PANEL ,'j +' 1 GUi; r + JOISTS OR APPROVED EDGES AND IZ" O.C. ON ALL w �. T� ROOF TRUSS —15/37 WOOD STRUCTURAL PANELS - P ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES w TOP PLATE SECOND STORY TOP PLATE- SEE : LATE- (b) INSIDE CORNER DETAIL- ��L,1\ F/. / /3 cg'! P���44A BEE DRILLING AND GABLE ENDWAL BALLOON FRAMING NOTCHING PROVISIONS EXTERIOR CORNER FRAMING JOIST IS PERMITTED TO PIREFERf D METHODJEFFREY T. BUUTLTL BE CUT OR NOTCHED WALLER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESESEE LIMITS ' STUD- SEE DRII-I_ING AND ,� BEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHINICj PROVISIONS \ . WFCM SIECTION 3.3.1.1.1 1/3 SPAN 1/3 SP4 WWI SECTION 3.4.1.1.1 O s % JOIST ENDS TO BE WALL WALL �1 y a ojCKED AGAINST WALL 811UD C T ROTATION IN ACCORDANCE ROOF FRAMING-, DOUBLE TOP PLATE 4' 4" 4" WITH'WFCM 3.3.1.3-END RESTRAINT \� _ FOR BLOCKING AND 3.3.1.4 BRIDGINGrr7M / \ W Z a CD BORED HOLE MAX TOP PLATE BAND JY.115T AND BRIDGING na (d�naT u OFSMEN7�p�p% OR BLC:KING BEE WFCM SECTION 3.3 11" CLEARANCE Q W R PLE b IL 30 BEARING TYPICAL � 1 ' cn 5/S" MIN. TO EDGE WALL CONNECTORS x+" CLEARANCE L7 HEAD IN FRONT OF O - A A REQUIRED OPENING f Lu SAS" MIN. TO EDGE LAP JOIST 3 IN. MN. LAVATORIES ¢ Z TCH MUST NOT EXCEED BAND JOIST BOTTC'M PLATE CLOSET Q Q WATER NOSHOWER pJ 25% OF STUD DEPTH, OR BLOCKING OR BIDET �- FULL LENGTH Lu NOTCHES SHALL NOT BE .f0i5T HEADER (STUDS WALL STUDS IF WALL 15„ WALL LOCATED IN MIDDLE ONE-THIRD SILL PLATE • NOTE: Q Q U o OF STIO LENGTH . IF HOLE BETU�N 40A ATS? bOi OR BA,�� BUBFLf)OR ATLIEACH END OFFT OEACIER AND N IS ED Ol'JRED �S 51-46" NOT OF STUD�i]{�TH, THEN STUD MUST BE FOUN�.QTION -----------1;___,' ;__ AT BOTTOM OF HEADER STUDS IN Q BE LOCATED R!THE SAME DOUBLE iII1:ID NO MORE THAN TWO C'UPL�T A SUGCIESOaM STUDS ARE POUBLED : C IN : I ALL,STU TO CONNECTORS D 9 NOTC4IN STION'.pF OtiT OR i qN �"{ i WALL, M or CRI AT TOP AND 1 S NOTCH M STID AND 50 �® � � Rf71JIIp � i BOTTOM OF CRIPPLES 21" CLEARANCE ZI" CLEARANCE iNTERMIATE NOTCHING AND BORED HOLE LIMITATI IN5 PLATFORM FRAMING BEARNGEDWALLL FOR EXTERIOR WALLS AND BEARING W ILLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT WATER CLOSETS (WFCM ISS5 SBC HIGH WIND EDITION, 3.4111.1,1) CONNECTIONS (FOR OPENINGS FIGURE R301,2 1 ©f 2 MINIMUM FIXTURE CLEARANCES The des of this sir Elora is based !GENERAL NOTES: (TABLE 3.0 WFCM HIGH WIND EDITION) L it I upon the prescriptive Edition (W approach using the 11,All wgfk shall be performed In accordance with all attete, 120 MILE PER HOUR ZONE - NAILIf�II✓G SCHEDULE WootlperAsoki ddon Manual,High Wind Edition (WFCM(published by The American Forest and Paper Association: (1895) 1 munldpeL local zoning and building codas and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS having Jurisdiction and hest standards of construction (TABLE 3.1, WFCM HIGH WIND EDITION) Non-structural Climatic rtal elemaigs are based upon The New York Stele Residential cove sheet. et.2003 (110 MPH 3-SECOND GUST ° 90 MPH FASTEBT-MILE WIND SPFED IPER TABLE R3-1.2.1.3ll Far the Climatic end f=aographicel Design Criteria, see Table R301.2(1)on cover sheat. practice. All non-en ineered Iui fiber to be Douglas Fir 12 or better The American Institute of Architects Conditions shall apply g g to all work performed an this project. IHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ° Wind Limitatio-Seci ,on R301.1.1 OR PANEL SIDING FOR Bd COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design CriSchedul eIfo Wood 1.1 (See Table R301.2.1.2 for Wind-Rome Deb's Protection 2.The Cones mu shall verify all conditions at the site, Any !SEE NOTE U i INCHES, O.GJ (SEE NOTE 3J (INCHES, O.C.J ° Fastening Schedule Por Wood Structural Panels) discrependes must he brought to the attention of the Engineer , ROOF FRAMING Dead Load-Section R'101.3 poor to commencement of construction. The Contractor shall be E 6 !SEE NOTE 3) Live Load-Section RUI SIA responsible for corrections not reported once he has started work 'r1 PERIMETER EDGE ZONE16 ' 4-8d PER RAFtER Light and Room Areall�Sects n R3 except for hidden lob conditions. 6 ,SEE NOTE 3J RAFTER TO TO PLATE ,TOE-NAILED( 3 Contractor shall ueranlee to the Owner Thal ell materials and F CEILING J015T TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST Minimum Room a Areal, Section R304 equipment incorporated g E 6 Ceiling Height-Section R305 p paroled In the work will be new,and that all work INTERIOR ZONE I6 CEILING JOIST TO PARALLEL RAFTER !FACE-NAILED) Sanitation-Section Rei i6 will he of good quality,free from faults and defects for a period p 12 (SEE NOTE 2) 9-I6d EACH LAP Toilet Bath and Shovi Spaces-Section R307 of one year from the date of the final Certificate of Occupancy Glazing-Section R30B 4.The Engineer shall not be responsible for the construction means, CEILING JOIST E 4 !SEE NOTE 4) LAPS OVER PARTITIONS !FACE-NAILED) e-I6d EACH LAP Garages and Carports•Section R309 methods,techniques, sequences or procedures, or for the safety �PABLE ENOWALL RAKE AND RAKE TRUSS DOLLAR TIE TO RAFTER PACE-NAILED) 's-ad PER tIE Emergency Escape app Rescue Openings-Section R310 precautions and programs in connection with the work,and he F Exits-Section R311 shall not be responsible for the contractors failure to terry out BLOCKING TO RAFTER (TOE-NAILED) 2-ad EACH END Landings-Section R31 i the work m accordance wnh the construction documents The E - NAIL 9PAGIN13�AT PANEL EDGES (IN.J Ramps-Secaon R313 Engineer shall not be responsible for the ads or omissions by P = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END Stairways-Section R314 the contractor. No changes shall be made In the documents WALL FRAMING HandrailsSedicn R315 and/or 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 ' Guards-Section R316, 'consent of(he Engineer. ;SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. b.The contractor end all subcontractors shall maintain continuous TOP PLATE TO TOP PLATE (FACE-NAILED, 2-I6d (SEE NOTE D PER FOOT Smoke Alsrms-ectio P'�R317 Insurance coverage including Statuto policies Worker Foam PpreadSection ^1318 g g ryP ( r T UI WITH 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING TOF'PLATES'�4T INTER6EGTION6 (PAGE-NAILED) ' Flame Spread and Smoke-Section R319 Compensation,ale.)and general liability in an mount not •, ' 416d JOINTS - EACH SIDE P P'EDUCED WITH INCHES . FOR FRAMING MEMBERS WITH O 42LGC0.49, THE NAIL SPACINGS SHALL BE Simpson StTOn -Tie Insulatlon-Section R3^0 less that$6 million and automobile liability and damage p 9 STUD TO STUD (FACE-NAILED) coverage not less than$2 million The Engineer shall be REC CED TO 6 INCHES O.C. MTS30 OR MT512 2-I6d 24" O.C. Dwelling Unit Separel�un-Section R321 a named insured on any and all policies. HEADER TO HEADER (FACE-NAILED) Moisture Vapor Retadfers-Secimn R322 6.Provide 0.025"aluminum termite shields over Fibrous 3, TABULATED 6 INCH O.C. NAIL SPACING ASSUMES 9HEATNING ATTACHED TO RAFTER/TRLL59 FRAMING AT EACH ROOF RAFTER I6d I6" O.C. ALONG EDGES Protection Against Dairy-Section R323 nnsulelion at all perimeter sills. MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42tGY0.49, THE NAIL SPACINGS SHALL BE USE , , NAILS AT TOP OR BOTTOM PLATE td STUD (END-NAILED) 2-I6d PER 2.4 STUD Protection Against Tai hilesSedion R324 '7 All wood in contact With concrete or mason to he Wolmanrzed REDUCED TO 4 INCHES O.G. EACH END Site Address-Section ?P25 N m Accessibility-Section 8326 or pressure creaso(ed 3-I6d PER 2x6 STUD Flood Resistant Contraction-Section'R327 B A single station smoke detector alarm device shalfbe installed4. TABULATED 4 INCH O.G. NAIL SPAGING ASSUMES SHEATHING ATTACHED TO RAFTERRRU65 FRAMING 9 In each bedroom,on all room and shall be all interconnected per code. MEMBERS WITH G10.4e, FOR FRAMING MEMBERS WITH 0.4RGi0.4e, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w 4-I6d PER 2.8 STUD _ B.All bathrooms without operable windows to be mechanically ventilated a Foundelions-Chapter 4 as per New York Slate Code, REDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILEDJ 2-I6d !SEE NOTE 1,21 PER FOOT Design based upon pmsumplive load bearing values of sandy gravel andlor gravel at 3000 pounds e.rclor 110,Heating to be designed to provide 70 degrees F.with outdoor CONNECTION per square fool. Conto Orsi nEngineer If different sail materials are found upon excavation, FLOOR FRAMING or les(hole,for adernadve footing and foundation wall design designed air-tempersture of 0 degrees F and 15 MPH Wind 41.All electrical work to he In accordance to the rules and JOIST TO SILL, TOP PLATE OR GIRDER !TOE-HALED) 4-ed PER J015T Foundation Nates: regulations of Ilse N Y.B.F.U, and a N,Y.B.F.0 candidate is Simpson Strong-Tie BRIDGING TO JOIST Troll EACH EACH END %'Amor Bolts(SSTI,26)See chart on this sheet for spacing fo he presented to the Owner el the completion of Il MT512 - 16" O.G. 12 Plumbing Installation to comply with State and Local codes B'poured eptio-concrto Foundelian well, 8'0"high, cover teal and the sewage disposal system to meet Health Department standards, USE 4-BEd NAILS BLOCKING TO JOIST lTOE•NAILEDI 2-BEd EACH END Minimum depth-Sedco, 403.1.4,48"minimum coverage!o fop of footing 13.Do not scale drawings. Use figure dimensions only AT EACH STUD i6"x 8"poured concolti wail Girder footings, 30001 test BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 2-1 '/."x 11 7/e"MicroLim Girder(or 3'h"z 11 7/B"Power Beam) 14 All work to conform to the rules and regulations of the New York e 4"poured concrete flolm slab with Sulo mesh and vapor banter Energy Conservation Construction Cade All glazed area to be double Y: LEDGER STRIP TO BEAM (FAGS-NAILED) 3-164 EACH JO15r Damp proofing at ezte'f1r foundation below grade-Section R406 glazed and all Sol doors to have insulated cores. L5 30"x 30"x 12"dee I 15. The Insulation protection as indicated on these plans exceeds JOIST ON LEDGER TO BEAM !TOE-NAILEDJ 3Hdd PER JOIST p p:ured concrete column f48"mi , Bum b test the Code's minimum standards. Deck and porch d efirdf000 as noted, m of 8test,48"rushed g hurled depth 's Foundation wall to mrl4nd a minimum of 8"above finished rade I6.These drawings and specificationsfthEngineer are instruments of service and BAND JOIST TO JOIST LEND-NAILED) 3-Ibd PER JOIST g shall remain the properly of the Engineer whether the project far All footings to be cerrier�down to undisturbed soil j BAND J0167 TO SILL OR TOP PLATE (TOE-NAILED) No footing shall be set ni her then a 30 degree angle fro an otherfooling which they are made is executed or not They may not he used r 0 2-I6d (SEE NOTE Il PER FOOT 9 9 g 9 r Y g • . Pour no concrete on fn zee ground or in freezing weather fin any otherneerhproject except by written dfor authorization of the Engineer i r IIT.The engineer hes not been retained far site su i• . W ROOF SHEATHING Provide 3 h"steel Ie11�sled against Inspections end certifications as required or requested ib t e owner, i, a Backfill shall not be pla,rad against the well until the wall hes sufficient strength end has been contractor or local budding department. ' STRUCTURAL. PANELS ed (SEE TABLE 3.8) anchored to the floor a;imve, or hes been sufficiently braced to prevent damage y the backNl(Sedien,R404,1,7) DIAGONAL BOARD SHEATHING 6UPLIFT-CONTINUOUS PATH CONNECTORS •° "xb" OR I"x8" Z-BEd PER SUPPORT Floors-WFCM Prescriptive Method 0 s ,SE SIMPSON STRONG-TIE CONNECTORS Floor framing shell be bpiled in accordance wdh Table 3.1 WFCM HIGH WIND EDITION ° I"x10" OR WIDER 3-801 PER SUPPORT Draffs(opping-Section k602.1POLLOW PRODUCT SELECTION GUIDE AND ° Fcreblocking-Section Ra02.13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT .° 0 - CEILING BREATHING CONSTRUCTION CATALOG C-HW02 ° r, ,I Floor Construction: ANCHOR WITH BEARING PLATE, SEE USE: LTP4 - 16" O.f"r r• GYPSUM WALLBOARD 6d COOLERS 7" EDGE / 10" FIELD '/."OSB plywood subdoor,fasten per Table 3.1 WFCM <{ST62B WITH BEARING PLATE,6EE FOUNpATI 0 Floorlmsta.See Found= on and Floor,Plans, spacing as noted yy DO AT EXTERIOR r• ° WALL SHEATHING NOTES FOR SPACING Fasten per Table 31 11 CM PERIMItER AY,�D Simpson 5tror -Tie [� STRUCTURAL PANELS 2-2x6 CCA sol with tem the shield!and sill seal 9 lc- ed (SEE TABLE 3.9) Finish Moors per agreement SILL PLATE TO RIM JOIST USE, GARAGE/HOU!'pE MSTA36 - 16" O.G. I,AD ARAG,M EXTERIOR PERIMETER COMMON Ii UBE 4-BEd NAILS FIREBOARD PANELS IND GARAGE/HOUSE COMMON WALL 1 )( Well framing and fine hIFq shall be nailed Method AT EACH STUD Q Tnb' 6d 3' EDGE / 6" F,F1D Wall framing and 6nishh ig shell be nailed and or screwed in accordance with ql$E 4 fid NAILS AT EACH END 115E 4-BEd NAILS � -4 Table 3.1 WFCM AT EACH END = So 3' 25/32` EDGE / FIELD 1x6 Pine fascia,wrap GARAGE STUD TO GARAGE SILL PLATE USE b' 111 1-' Overhangs as noted $i SP CONNECTOR AT 16"0,C [0 GYPSUM WALLBOARD Sri cooLERS T" Q7GE / 10° FIELD LISE48d NAILS AT EACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS c _ 13 Vinyl varied soRls NARL'90ARD ad rSEE TABLE 3.9) Aluminum guders and ll,aders HIM JOIST TO STUD CONNECTION USE, RIM JOIST TO STUD CONNECTION[ (� SidingSeeElevators NITS 12, i6"O.0 PARTICLEBOARD PANES tad (6EE TABLE 3.9) Tyvek housewrap USE 4 8d NAILS AT EACH END -' � _f a Ny 'A*OSB sheathing.see lasterin9l schedule,Table 3 '1 WFCM O O an ro DIAGONAL BOARD SHEATHING 20 Studs @ 16'o.c with 2x4 shoe and double 2x4 plate %'Gypsum wall board FLOOR TO FLOOR CONNECTION USE: 0 111 i"xb` CR 1'x8• 2-ed PER SUPPORT 5/8"Type X GWB in gaMSTA 36, 46"O.C.age USE 4 Ill tl NAILS AT EACH END BLOCKING AT m Z Ql '/,"MR GWB m wet are=Is FOR CANTILEVER CONDITION USE MTS112, i6"O.C. 1/2" SPACING-'\ i"xl0" OR WIDER 3-Btl PER SUPPORT At least ane window m I ach sleeping room shall comply with the exit requirements of section R310 ALLOWS 0 24"' Q.G. ALLOWS USE 4 8d NAILS AT EACH ENO FLOOR SHEATHING Nate drilling and notching on-hea ns m figure R1502.6(1)for hearing wells HOLDDOWN � do and Ogura R602 fi(2l fo non-beenng walls. HOLDDOWN RAFTER TO STUD CONNECTION USE- STRUCTURAL PANELS Fallow exterior comer ti lining detail figure R602 70 5 INSTALLATION NITS 12,EACH ROOF RAFTER INSTALLATION 61DEWALL 1 OR LE55 ad 6" EDGE / 12" FIELD Roof Assemblies=WF4.M Prescriptive Method 141SE B 16d NAILS AT EACH END ° Asphalt strip shmgtes s1'�oil have a minimum of six(6)fasteners per shingle(section R905S) GRF?�;ER THAN I" IOd 6" EDGE / 6" FIELD RAFTER TO RIDGE TO RAFTER CONNECTION USE. Simpson Stron -7"la Untledaymenl aOf of i (Section cal in t el T6 9 ENOWALL 0' S20 USE OO NAILS IN EACH END DIAGONAL BOARD SHEATHING For roof slopes of Iwo(p until vertical in nits horizontal units 3oparr neat(lope),cent slope), TEACH ROOF RAFTER MT512 w up to four(4)units veN[41 in lwelve(12)units honzontel(3&percent slope),undedayment AT EACH STUD HOLDDOWN 0 � "-� shell be two(2) y p g Apply a 19-Inch 4B3 mm strip of R (PHD5) 0 CORNER STUD 0 I'xb' OR I"xe" 2-Bd PER SUPPORT layers a�r lied in the(ollovnn manner ( ) iP DECK POST TO CONCRETE CONNECTION USE 0 _ ENGINEER: undedayment felt parol A With and staring a1 the eaves,fastened sufficiently to hold in place. RBS44A FOR EACH POST-USE 14-t6d NAILS CONNECTED TO V-1i OR WIDER 3-8d PER SUPPORT Starting W the eave,siorly 3Einch-wide(914 mail sheets of undedayment,overlapping i 0 TRANSFER SHEAR 0or ' successive sheets 19 icohes(483 mm),and fastened sufficiently to hold in place DECK POST TO GIRDER CONNECTION USE. i o 2-I6d COMMON i NAUJNs rxEoryR-�cerre daE e.usEo oN Fa roof slopes of foug4.1 umis vertical in twelve(12)units PC44 FOR EACH POST 0 HOLDDOWN NAILS AT 10° O.G. (�F�F hl��f`© SHEArHMC+ NAa-EO t' ON-rorEl AT THE PANEL Be ! wuL:,SHJ.IWyG I6 NNLEL 3" ONCENTER I.T THE P4NEL ELSE O TO 09TAM W[51iFR'J-iEA¢CAPA 'ES NA(LPib 4FJIIiR-"IENTa FOR 5'PLCT�ARAL `42BEC'e 6M E_ GOUBLfrl 'Ya, ALTERNATE CCNNE.^.'rORS, SJGw A3 3rffyR PLATcS (PHpS) SHALL BE t��o r'AMTA?I THE LCA PAs. Ice Protection(Section P 905.2.7 1) GIRDER TO DECK JOIST CONNECTION USE - i 0 Undedayment In High W hd(Section R 905.2.7.21 GIRDE @ EACH JOIST 19 8 ® CORNER STUD i LEle3n aA:L Si a Ste_Tl, a cr`E° �Cro--Tso -ri- S -,E 'Aak, := + Eeza of nA;s 3.+A �_ �M,',.-D Te B=_ -MCL ED 'C -161 NAI:. PER = T Flashing(Section R 906 2.8) -2-I6d COMMON P Chimneyrs and Firespal.es-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE 0 CONNECTED TO - D Energy Ediamcy-Chapler 71 see attached report 0 NAILS AT 6" O.C. Merhanirai-Chapter 12 MTS12 @EACH JOIST TRANSFER SHEAR General Mechanical By, leets-Chapter 13 PORCH POST TO DECK USE. L O�Go Heatingand Cooling E ucmenl-Cha ter i4 'TABLE 3-2AWPCM HIGH WIND mIT104) Exhaut Systems-Chapasr 15 p 2-AC4 -USE 14-16d NAILS J";b'4�� (pNp' a4 SILL OR TTOT-1 PLATE TO FOUIRDA?ICN ANCHOR BOLT CONNECTIONS REBIBTiNG LATcRAL 4 SHEAR LOADS Duct Systems-Chapter'16 t'r;�nasr4a Combustion A:,-Chapin 17 PORCH POST TO GIRDER USE 2-AC4 ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER; MAXIMUM ANCHOR BOLT SPACING- Chimneys and Vents-CI spier 18 USE 14 - ted NAILS JEFFREY T. BUTLER, P.E. SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) PlumbmgfanVll PORCH ROOF RAFTER TO GIRDER USE. FLOOR TO FLOOR CONNECTIONS- co i 3/4" MINIMUM MTS 12 AT EACH ROOF RAFTER S SILL PLATE 70 FOUNDATION I STORY 46 EDGE DISTANCE ,CRAWL SPACE BASEMENT, ALL CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, 2 STORIES a 3 BP 3 STORIES 15 AND WINDOW AND DOOR OPENINGS �- ,tt WALL BOTTOM PLATE TO FOUNDATION 1U V I_2 STORIES 3 B (WFCM FIGURE 3,1a t 4.'1b) W z Q .4 rSLAB-ONGRADEJ 6 10 -- Simpson Strong-Tie - ' NOTE: MAX N FR EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY IMPSON, SEE DETAIL 41. U21O 2X6 T Q z0 n - •_ 4 ' AT EACH RAFTER r!^°• Q w 9 Slmpeon Strong-Ties let d 4-IOd x i I/2" V! ED (TABLE 3.9 WFCM HIGH WIND EDITION) AG4 _ WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LO IDS AT EACH POST NOTE: 13 c�3 '� ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAP (FZO MPH 3-5ECOND GLLST • IDC MPH FASTEST-r"OLE WEND, 5p�p FEVTABLE R3L2-f.3U SEE PLAN WITH 2-1/2" X 5° LAG BOLTS AT 16" C920 USE e-BEd NAILS Q 3 Q k; IN EACH ENG AT - STRUCTURAL 51TEATI1iNG MAXRM., NAIL SPACING - ON CENTER SHEATHING LOCATION STUD SPAG?NG EACH ROOF RAFTER Q ESEE Har= ') ,��r_i-E5 C.) OR FANEL 5DEN�G FOR Od COMMON, NAILS WO 0 'SEE NOTE 31 ,,s"Es O.G.f {L Simpson Strong-Tie Q X EDGE ZChE - F ) : !moi N'arE 000 U210 2X6 Q F It AT EACH CEILING JOIST `• ' C NT_-Nitf ZONE rb E ' A _- 4-Col x 1 1/2" RAFTER = I. _ • N4.LL. SPACING AT PAIE'1- £9•.aE.9 Ns d F . VAL SPACING AT 147gtM=C'4tE SbPFCR D IN T1-IE PAVE- PdD :6N.z _ 2" MINIMUM A a Simpson Stroff TOR Ji" I 5HEAT+40vG 'Ji 4 FE-FT 0- r-E CORNERS. TME 4 FOOT EDGE ZONE 41ACMkMIENT61GEC0✓ER � U210 2X6 RFCiiJ^ '{T5 8H.A-L » Ill •ti 'f 611nprraid Strong-Tie AT EACH pEGK/PORCH JOIST RIDGE BEAM I PAGE :i 'ABFL_.ST$) 12 INCH O-C. NAIL bF'AGfNG ASStk£; SHEATHING ATT4GHEC TU0 C 5TFRANnNG F'BS44 I 4-I0d x 1 1/2" JIM/` MOMERS, WITH GAC-49- FOR FRnn;HG MEMBERS Will 0.44G$ AS, THE NAIL SPACINGS Si EACH POST FOOTING Simpson StronglT{e 1 � ��' � ' BE REDUC�T. 770s o rNG.(Ea -0-S, 8BT528 WITH BP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL PORCH COLUMN CONNECTIONS 3- FOR EXTERIORPA3ei SDi'+.Ca, GAL`/AWZ� Bax NA:Ls SHALL BE PERr^rTED To BE JIuzsnT-T® ANCHOR BOLT DETAIL LEDGER CONNECTIONS FOR C4VMQIE4 r4auL5- -. - -