Loading...
HomeMy WebLinkAbout42681-Z Town of Southold 2/6/2019 P.O.Box 1179 53095 Main Rd # Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40199 Date: 2/6/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 1000 Old Shipyard Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/7/2018 pursuant to which Building Permit No. 42681 dated 5/15/2018 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Goldsmith Jr,Alvah&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42681 01-31-2019 PLUMBERS CERTIFICATION DATED 01-30-2019 Joqwkltecavaw ho ' d ignature S TOWN OF SOUTHOLD 00 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42681 Date: 5/15/2018 Permission is hereby granted to: Goldsmith Jr, Alvah & Elizabeth 1000 Old Shipyard Rd PO BOX 1092 Southold, NY 11971 To: make alterations to an existing single family dwelling as applied for. At premises located at: 1000 Old Shipyard Ln, Southold SCTM # 473889 Sec/Block/Lot# 64.-4-23 Pursuant to application dated 5/7/2018 and approved by the Building Inspector. To expire on 11/14/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $462.40 CO -ALT ION DWELLING $50.00 Total: $512.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. os-- New s —New Construction: Old or Pre-existing Building: (check one) Location of Property: 100 o C7b� c>b tP ypRh W OkOLI!S House No. Street Hamlet Owner or Owners of Property: LV A i TtA Suffolk County Tax Map No 1000, Section Block (Dy Lot 23 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Q ,,�� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Pt Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Applic t ignature pF SOUryolo Town Hall Annex Telephone(631)765-1802 5437.5 Main Road G Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� • �o roper.richert(aD-town.southold.ny.us �yOUNT1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Goldsmith Address. 1000 Old Shipyard Ln City- Southold St: New York Zip* 11971 Building Permit#• 42681 Section: 64 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Wilcenski Electric LicenseNo- 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 33 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200, Switches 2 Twist Lock Exit Fixtures �] TVSS Other Equipment: 2-combination smoke /co detectors, 2-bath fans, 6-under cabinet lights, range hoo 16 KW standby generator with 200a transfer switch,9-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker Notes: Inspector Signature: Date: January 31 2019 81-Cert Electrical Compliance Form.xls zv SQ11ly Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G o Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD DD JAN 3 0 ?019 T�11 TOWN OF SOUMu� CERTIFICATION Date: Building Permit No. Owner: CjG S (Please print) Plumber: �� �✓4�� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (Plumbers Signature) Sworn to before me this �a day of , 20Z_,� Notary Public County CHRISTIE HALW= Notary Public,State of New York No.4831950,Suffolk County Commission Expires May 31,20 Iq pF SOUTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTOR IOF SOOT # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: %mv\ LV �Dlv* Pi PIG DATE 3 INSPECTOR F 50U ho�*0 Tyo� # f TOWN OF SOUTHOLD BUILDING DEPT. `�cou�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ vloo#FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: v DATE y g INSPECTOR I ` OF so yo ,moo !o * # TOWN OF SOUTHOLD BUILDING DEPT. �o • io `"courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS. �� `� 10 0 DATE . WaW9 INSPECTOR sour * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROU PLBG. [ ] FOUNDATION 2ND [ LATION [ ] FRAMING /STRAPPING [VFI NAIL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKI G REMARKS: 3 l� DATE Y INSPECTOR t vql �t� oF soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. couer+ 765-1802 INSPECTION �l [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Li IZC4��- 1 1 • • ' iiiii� CONLYMNTS FOUNDATION -------------------------- 'FOUNDATION 1 "MCWAM . . x,07:. T,INSULATION sSTATE ENERGY CODE - ilii • - - !:1� �'1 ADDITIONAL . 1 1 1 : MHAM TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST )BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Stone-Water Assessment Form l 'g Contact: Approved 20 Mail to: KrzN L h St q m AbSo,— Disapproved a/c Z(os�Pt5/`�l i NlF L/! SO4-rfi oo!� Phone: 6:S(— y-2�3—gO$'y Expiration 20 D FKMVIE ding In DR LICATION FOR BUILD ' MAY - 7 2018 Date Qom-c,-? , 20 WELDIINciViDST'"bleGG DEPT- INSTRUCTIONS a.T1WiCAdh' completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ZX (Signa f applicant or name,if a corporation) AAA)V I F— (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer,general contractor, electrician,plumber or builder 4FrAT- Name of owner of premises A L V A 14 4 OL4&M 9T 1-} (As on the tax roll or latest deed) Ifplicant i corporation, signature of duly authorized officer AX/L (Nkfie and title of corporate officer) Builders License No. eta Plumbers License No. A Electricians License No. I t4;S Other Trade's License No. Tl 1*-,1c 1. Location of land on which proposed work will be done: /000 0" 60,QYA&A L-ANfz tw'r-.AOL4 House Number Street Hamlet County Tax Map No. 1000 Section (o y Block 04 —Lot-2-3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ��S►�t✓ -�At` b. Intended use and occupancy1�ES t I �r tAt.- 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost Q O,0 0Z Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor N19 If garage, number of cars NA 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. N A 7. Dimensions of existing structures, if any: Front yf /0 VJ. Rear L)i �10 Vi L" Depth '�'S //3/y" Height Zt' Number of Stories 2 Dimensions of samg structure with alterations or additions: Front ` J' 1011L- Rear LP i t o YL Depth 2S=11 3/y" Height 21 ' Number of Stories 2 8. Dimensions of entire new construction: Front NA Rear NA Depth Al A Height N A Number of Stories NA 9. Size of lot: Front r7S► Rear 75 Depth is-0 ► 10.Date of Purchase_ Name of Former Owner 11.Zone or use district in which premises are situated _ ---�Q.,;Nash 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO "4 Will excess fill be removed from premises?YES NO X AL-VAw (k0UA ►..j4 tOGv,- OL-b S►+.P'fARb 14.Names of Owner of premises Address i- . Phone No. Name of Architect 10,,� sms%ya ASsa,,-, L%.c. Address-216S:I -----7 Asmit4x­ I.nl Phone No (o3f-ct 33 w-qo8'/ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES& D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO )L * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Ss F)='0- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE 0.BUNCH (S)He is the aAJT- Notary Public,State of n York No.01 (Contractor,Agent,Corporate Officer,etb� Qualified in Suffolk County mmission Expires April 14,2-01`3 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 corngined in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sw M before me this day of_ 20 0A , Notary Public Si of Applicant Scott A. Russell ,��°S" '� STORMWATIE]k SUPERVISOR ' 1\�1IANA�Gi]EI\CENT SOUTHOLD TOWN HALL-P.O.Box 1179 Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK -\LL THAT APPLY) Elio A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Elio B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Elio C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Elio D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Elio E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. j Elio F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Properly Owner.Design Profeasiona , gent. ontractor.Other) S.C.T.M. 1000 Date: �,,,.� District p NAME. -\� D �� O 7 Q6--10 '7-(U Section Block Lot Contact Information � FOR BUILDING DEPARTMENT USE ONLY **** IQ�,� �1�J`Q Q Z1`� � —" — — _Tekphoir\umbr — — — — _ n _ l'_ — — — _ _ _ Reviewed By: \ `5l Property Address/ Location of Construction Work: Date: - �Qpp ._ ®� ���Q�A APh pproved for processing Building Permit. — — Storm«ater Management Control Plan Not Required. Stormx ater Management Control Plan is Required. i _ Worward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 1 D [Ec�u'vp D y Fait BUILDING DEPARTMENT-Electrical s ct05UL _3 2018 "Xi LN TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO B%W&G DEPT. keb- -a' Southold, New York 11971-0959TOWN OF SOUTHOLD Telephone (631) 765-1802 - FAX(631) 765-9502 roper.richert(aD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: k Date: Z� - Company Name: \ cry s' �d Name: )--->, �- License No.: FI— Address: email: , c I Address: 6,,k S-�x.�-ko l.� y-' 'JI Phone No.: 6-3 l - Z3 JOB SITE INFORMATION: (All Information Required) Name: Sty Address: b b D . (--'l d 2 A-- Cross Street: f7o v,-\ -"(-f P4- Phone No.: Bldg.Permit M email: Tax Map District: 1000 Section: Block: Lot: ?i BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: (!Y9)NO Issued On Temp Information: (All information required) Service SizeQ�)3 Ph Size: Z O b A #Meters Old Meter# LNew Service - Fire Reconnect- Flood Reconnect- Service Reconnected ndergroun Overhead nderground Laterals 1 2 ��� Pole�W�®rkdo�neon�"eic�e? Y�..� Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals ^ "✓ 0� Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Fax(631)765-9502 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 'JS-OZ --19 Owner: SNI CN- Location of Property: (OQO Ot_D L-ArkF- r S0J3Vk kph Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure ,X_ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) _z Pre-engineered wood construction (PW) X, Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submi Ing this form): Capacity(check applicable line): _y� Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 ScTM -w- 1600 — (o -4 - 2--� TITLE NO, S - 51313 s _ 9� � pyo• . • �, swayoe 1 SL 1610 1 1�tQ°t' vo\ i ,rcq --- '� SURVEY FOR ALVAH B. GOLDSMITH , JR. a Woo ELIZABETH A. GOLDSMITH LOT N0 . 92 "FOUNDERS ESTATES SOUT HO LD GUARANTEED TO: TOWN OF SOUTHOLD MATHEW T. PALMER HOME TITLE DIVISION OF ' SLUFF. CO., N. Y. CHICAGO TITLE INSURANCE C( NOTEI ■ %MONUMENT SCALE ["--40' SUBDIVISION MAP FILED IN THE AUG. 26, 1965 OFFICE OF THE CLERK OF SUFFOLK COUNTY //- ON MAY 10, 1427 AS MAP NO. $34 . PROFESSIONAL NGIN R AND LAND SURVEYOR, N.Y.S. LIC.NO,12845 eta.J""-" L1er.-�� •_ ---_..aitr..... •..w►...e....a,..e..... ........ ........-.....wr<....w.rw .[+-. � f._a . .. .- is++. _ _ _��--.C.._ _.... � Yi js ►• GENERACO rc� f-35d-o0wnerys Manual 60 Hz Air-Cooled Generators 9 kW to 22 kW D FEB - 5 ?019 j� TOWN OFSOUT.1---,, ll� O Loss of life.This product is not intended to be used in a critical life support application. Failure to adhere to this warning could result in death or serious injury. (000209b) Register your Generac product at: WWW.GENERAC.COM 1-888-GENERAC (888-436-3722) Para espanol, visita: httl2://www.generac.com/service-support/Qroduct-support-lookup Pour le frangais, visiter: http://www.generac.com/service-support/product-sul)port-lookup General Information Specifications Generator ___F____E:Model 9 kW 11 kW 16 kW �20k�WT7�2:2:k:W _ 240 Rated Voltage Rated Maximum Load 66.6 83.3 91.7 Current(Amps)at Rated 37.5 45.8 Voltage with LP* Main Line Circuit Breaker 40 Amp 50 Amp 70 Amp 90 Amp 100 Amp (Generator Disconnect) 1 Phase Rated AC Frequency 60 Hz Battery Requirement 12 volts, Group 26R-540CCA Minimum or Group 35AGM-65OCCA Minimum (Field supplied) (see Replacement Parts) Aluminum Enclosure Weight(Ib/kg) 340/154 348/158 409/186 448/203 466/211 (without battery) This unit is tested in accordance to UL 2200 standards with an operating temperature of-20°F(-29°C)to Normal Operating Range 122 T(50°C). For areas where temperatures fall below 32°F(0°C)a cold weather kit is recommended. When operated above 77°F(25°C),there may be a decrease in engine power.See Engine. These generators are rated in accordance with UL 2200,Safety Standard for Stationary Engine Generator Assemblies,and CSA-C22.2 No.100-04 Standard for Motors and Generators. *Natural gas ratings will depend on specific fuel joules/BTU content.Typical Berates are between 10-20%off the LP gas rating. Engine Model 9 kW 11 kW 16 0/22 kW Type of Engine G-Force 400 Series G-Force 500 Series G-Force 1000 Series Number of Cylinders 1 2 2 Displacement 426 cc 530 cc 999 cc Cylinder Block Aluminum with cast iron sleeve Recommended Spark Plug See Replacement Parts Spark Plug Gap 0 020 in(0.508 mm) 0.030 in(0.76 mm) 0.040 in(1.02 mm) 0.002-0.004 in 0.002-0.004 in 0.002-0.004 in Valve Clearance (0.05-0.1 mm) (0.05-0.1 mm) (0.05-0.1 mm) 12 VDC Starter Approx. 1.1 t 1 03 L Approx. 1.7 qt(1.6 L) Approx. 1.9 qt(1.8 L) Oil Capacity Including Filter App q ( • ) Recommended Oil Filter See Replacement Parts Recommended Air Filter See Replacement Parts Engine power is subject band limited by such factors as fuel BTU/joules,ambient temperature,and altitude.Engine power decreases approximately 3.5%for each 1000 ft(304 8 m)above sea level,and also will decrease about 1%for each 10°F(6°C)above 60°F(15°C)ambient temperature. A detailed specification sheet for your particular generator is available from your local Independent Authorized Service Dealer(IASD). Owner's Manual for 60 Hz Air-Cooled Generators 10 i RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 TRUSS PLACARDING REQUIRED OF THE TOWN CODE. /i ��/:/, ELECTRiCIIt 1".. »:1"f�JPJ .1fR€� � ' �/ �/ � / �i GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %` � ;,%;/jam, ,/, , . ,,�;`���, a � 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONALCONTRACTOR N 0 T E S s General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: -I 2 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. . FIRE SAFETY: TT���� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN KEHLDESIGN ASSOClt1residential & commercial design • consulingting++�� LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: �631J433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections.b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@op1online,net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK IAL BE USED AND STORED IN ADEQUATEL`r VENTILATED SPACE, 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �///l////-•;-�J;/,�� •��,�„J//� /,•�� 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. OWINERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain o ace plys across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGbe N ASSOCIATES, LLC. OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others part thereof shall"5r used in connection with any work or project other than for which 6• 9 8. Desi n values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED i0 THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THF BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE r r- °' ` °y ' f " 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. jF".P.v THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E 1,900,000 PSI 4. NOISE AFTER HOURS: r" Ir J I IrY THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, i;; 1c ._ £,F,:; s r.: FOS, H.. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb 2600 PSI '`�' ° 70 �"� `1, 7 _ 10. ,r.,1\o. B. EXCEPT LEGAL HOLIDAYS. Fi;i1_LCi.Y1 w., . .:�,+ '..E,. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 1. ;CI•.I:"i;J', ;;.;;PI - T'v'VO REQUIR i KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. l'Oi7 FSO;1,4D CO? fiFTi 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. IG`,. r .5j1 , OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLDV,,-,TER, ?° fi0';•ar+ F �' �' 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, OR ELECTRICAL SERVICES TO THE OWNER. ; (,' SU! t T ION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 4, F11i,",L CGi i=;i Cil a+I '.SUST 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO BE COMFLEi;m FC ( C-0. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS ALL COf,i TRIJCT:CDIN ;`IH ,LL P:A1EET T1!' RESOLUTION. 6 SPECIAL SAFETY NOTES A -e H+ ,:.C, r rn F Ir 1 3. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM OF�i+�:-.L•0+.:.ems O. hW..:�V WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE YORK STl`,-IE. P•i0T "1cSf'OI,.`;:o E FcOR THE CONTRACTOR , HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE D>= iuld OR COPi'FRUCTiON EF,.RORS ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 1 4. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFI=TY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE ',ENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE O SINGLE OR AND MULTIPLE-STATION SINATION ACCCORDAOKE NCEAWITH 2 15 MS AS vINTERNATIO ABLORESIDENNTIADL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE I DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" - MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNITIC)NAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND V "NTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, ` PRESCRIPTIVE DESIGN AND MIMIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIO'•JAL RESIDENTIAL CODE _ _ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT COMPLY WITH ALL CODES OF occu,,ANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERN ,-TONAL RESIDENTIAL CODE UPDATED WITH THE 2016 NEW YORK STATE & TOWN CODES USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO .FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND FESCUE REQUIREMENTS. AS REQUIRED A °.r F USE OCCUPANCY UNINHABITABLE ATTICS Wl'i TOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHA-L BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS I DTOVIZBA i. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 UNINHABITABLE ATTICS WITH LIMITED STORAGE RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: ....,15 BOARD. ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS k 30 REQUIREMENTS OPENINGS LOCATED WITHIN 3T FEET (9144mm) OF GRADE SHALL MEET THE RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. N.Y.& DTOt�rM1"� ;TEES REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. N.Y.S. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996, V B ALL OTHER AREAS 40EXCEPTION: NO SUBSTITUTIONS PLUMBING ALL PLUMBING WASTE , STAIRS AND EXITS f &WATER LINES NEED HEIGHT AND FIRE AREA 40 300 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH (11.1mm) AND All framing hardware shown on these plans, PRo�JECT: ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENINGTESTING BEFORE COVERING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR UnIeSS otherwise indicated, IS Simpson Strong-Tie. HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mmz, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE GOLDSMITH HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENIIIJG. PANELS SHALL BE Due to the relationships of framing hardware to -'..R .n THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD ANC SHALL BE SECURED P y g U CONTENT BEFORE RESIDENCE PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, an framing UNLIMITED AREA RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH ;_ THE HIGHEST ROOF SURFACE 4.5 INCHES. hardware substitutions Will render these lans =28'-9" AS PER SECTION R202 OF THE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE P ` "'�CATEOFOCCUPANCY AS PER TABLE 506.2 null and Void PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED , and Will result in the installer/contractor RENO\/��'o INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT °�DER USED IN WATER RENOVATION UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. y�'L''SYSTEMCANNOT ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). C"CEED 2J10 OF I%LEAD. 11000 OLD SHIPYARD LANE, OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT SOUTHOLD, NEW YORK 11971 TOTAL HEIGHT FROM RIDGE TO GRADE 35' J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SCTM # 1000- 64-04-23 LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144rrm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLO1%G STANDARDS ARE PERMITTED SUBJECT TO THE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE EIGINEERED DESIGN IS USED IN CONJUNCTION WITH ELEVATION: 15.16 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONA_ BUILDING CODE, BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS UrUNCU0; J\� !�,`ICY OR NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - � !q UI��, �v��Ul GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-2`i0)SCHEDULE FOR WOOD P 117-1-! R r" "� 2 INCHES VERTICAL 10 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d °Lf q 101 UT C+E T91�I� i E THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTJRES (ICC400) (`y� ( � (� ,fit �f DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) _. 6 `E t P4J �! ►!�C' 1 MOTELS: . AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESI(GN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. BASEMENT 882 sq. ft. ROOMS. NO. 8 WOOD SCREW- DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR 882 sq. ft. BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 128 sq. ft. INCH EMBEDMENT LENGTH FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR 513 sq. ft. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH Ya INCH DIAMETER LAGSCREW- SITE LOCATION: November 07, 2016 LOFT NA PROJECT N0: BASED ANCHOR WITH 2 16 12 9 (C�COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. r)F NEvii, ATTIC Hou SE a NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH 1023-2017 ATTIC (HOUSE)(b) NA AIL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P�� O T'p� RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. rJ;r;`1 r.„ r.,.,..i,t +f,�1 y '- ,` NI, ¢� DRAWN BY: DER FEDERAL COPYRIGHT LAW. GARAGE NA n . �:" �-7 BDK ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTSs' *.. PLANS MAY NOT BE REPRODUCED WITHOUT '; ,! OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR Sk 1 inch 25.4 mm, 1 FOOT 304.8 mm, 1 pound 4.448 N, 1 mile per hour 0.447 m/s j,;;;•:Yl+t4, :':1 �, �+ , ,. * CHECKED BY: BONUS ROOM NA ., ' WRITTEN AUTHORIZATION. INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ' a. This table is based on 140 mph wind speed and a 45-foot mean roof height. r a SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). p p g ;-,o u <1 t. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A �, < .,�`'. SHEET NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KL.HL DESIGN ASSOCIATES, LLC. NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. `. �;:. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with on embedment v TI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN f ,IONP� P 9 9 OF.ssG1 COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located t,: PROOF OF PURCHASE. POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ' s k-e tance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached P g DOB NUMBER: OF using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. h, a of 1,500 pounds. ,;, of Health Services, Town Building Departments, DEC, FEMA, etc. o Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGEH,rp;:r5 Paint construction, © KE&DESIGN-000MATES,uc (b) WITH STORAGE s , SIMPSON STRONG- TIE CONNECTORS TWO 8d NAILS THIS �b- SPECIFIED FOR CONSTRUCTION MTS 2 0 L T S 2 0 %%� '' USE A MINIMUM OF it i?° / / �� _ DOUG-I`IK LAR 'H PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON FASTENERS ALLOWABLE LOADS 1,2 LOAD 1 i LATERAL WAND ON SIDE OF RAFTER VVI TOTAL FOUR e o MODEL GA UPLIFT UPLIFT (133/160) 8dx1�" CODE Sd NAILS , SIDE OF CEILING JOIST o NO. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS. qq PLATES STUDS -� o �� l TRUSS (133) (160) F Fz (133& STU - ° NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-SIMPSON _ _ TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 955 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -- vu DESIGN ASSOCIA'T'ES LLC PROPER INSTALLATION PROCEDURES _ y residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) nN0 ° ° ART -x12 ° ° PO.Box 1675 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS ° phone: (631)433-9084 MODEL GA AVG y INTO '° �° Southold New York 11971 E-Mail: ssbn654@o tonline,net ULT. LFTA 2,• 2}„ 3" 3�•• LFTA REF. o o p° ° ° N0. MAX. TEAR L r16-10d DIA 1 2" 2!" 3" 31" 1}" PLATES ®o p WIDTH PAN �'° EIGHT IN NAILS S P 4 Kehl Design Associates,LLC s formerly D A K Associates,LLC INTO a�/l�l�A 'iii'��%/ •l/ "'IT'%"lel///%7 7 77?r77: LFTA 16 2J" 17" 381" - 4200 1205 1400 5, 44, SS STUD ° JWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o0 FASTENERSZ ALLOWABLE UPLIFT LOADS' These drawings and specifications including the MODEL L AVG tOd 10d x 1}" CODE ° NO. ULT. REF, LFTA ° ideas, design and arrangements represented 10d 10d x 11" (133 / 160) (133) (160) L S TA 21 °° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° o Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ° HGA10 °° with any work or project other than for which o e DETAIL "K" they have been prepared without written consent. MTS20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° o 20 �' AR7g�"x12 0 0 op 0 LST20 20 12-10d 12-10d x 11" 1 2383 775 720 720 3, 41 CNW- DETAIL "E" °° STU 5"- COUPLER NUT DOUG-FIR-LARCH Equal number of °° SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. Specified nails In e° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NO. TION (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 1 515 1 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTR"x12 DEFLECTION DEFLECTION CODE STUD MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST REF. AT HIGHEST NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIAS.e DESIGN LOAD DESIGN WHEN RAISED OFF 90 QTY DIA 1}" 2" 24" 3" 3 54" LOAD H I PLATE o 0 0 HD2A 16 12 4A" 1 2}" 2J" 8" 2�" 1 2 12150 1555 2055 2565 2775 2775 2760 1 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. (133)ZDF / SP (160) RODE SP4 3A" 71" -10d x 1j" - 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA W L NAILS FLOOR (133) (160) REF, o0 too WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 coo MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 NO. GA W L NAILS FLOUR0)( 133) (160) REF. Simpson Strong-Tie STU 5' MSTA24 18 1 " 24 18-10d 1 1025 1370 1640 1 7, 40, 90 LUS46 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SPACING REF. HD2A SIMPSON NOT FUR TAKE-UP WASHER N0. (LENGTH ESD GA CUT LENGTH (TOTAL) z CONSTRUCTION (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie Cs1s 150 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS ON. DOUG- AR H PIN WALOADS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. CA W H 6 tHEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- CERTIFIED BY A LUS46 18 3 " 4J" 2 4-16d 4-16d 6076 1140 1160 - 1000 1150 1250 7, 40, 127 DETAIL, "I" HUS210-2 14 3J" 94" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT OUG-FIR AR H PIN ALLOWABLE A ART "x12 PROFESSIONAL FASTENERS UPLIFT LATERAL CODE STU c8 - ON MODEL AVG UPLIFT (133/160) REF. T KPSOUP WASHER ENGINEER NO. GA ULT. TO RAFTERS TO PLATES I TO STUDS (133) (160) F F 160 HGA10KT 14 4-SDSJ"x14" 4-SDSJ"x3" 1 1523 1 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS OF TRUSS. CNW- SIDE COUPLER NUT S P 4 TOTAL FOUR o /• 0 SE A MINIMUM OF 8d NAILS INTO TRUSS. TWO 8d SIDE OF AIL TRUSS. MTS16 STU J"- MTS16 SIMPSON LSTA21 SIMPSON ANCHOR BOLTS TOTAL FOUR /. O TAKE-UP WASHER 8d NAILS HD2A Strong-Tie LSTA21 INTO TRUSS. HUS210-2 PROJECT: GOLDSMITH RESIDENCE TWO e F1 8 AILS o u TO R E N OVAT I O N PLATES TWO o i 8d NAILS 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °O.o H7 EIGHT '1000 OLD SHIPYARD LANE NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" IN 7 INTO 'a SOUTHOLD, NEW YORK 11971 STUD Simpson Strong-Tie H7 Simpson Strong-Tie DETAIL "L" LFTA LFTA ROD SYSTEM SCTM # 1000- 64-04-23 LFTA NO SUBSTITUTIONS Ridge Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. ELEVATION: 15.16' BP LSTA30 No substitutions are approved or authorized. DRAWING TITLE: Due to the relationships of framing hardware to the other components of the structure, any framing SIMPSON WINDLOAD hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS STRONG - TIE DETAILS NOTE: & ROOF DRAINAGE LTP4 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE CALCULATIONS AND I ' ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS LTP4 ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 I NOTES: "C" 3ROOF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL ,. TH 20d GFLOOR F 3" rHRouGH ROOF DESiIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 3" 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELDCONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-F I o o r Connections DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR s 3 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Detail BATHROOM SEAL: DATE: •• •• LTP4 DETAIL "B" 2' 2 ' November 07, 2016 3 3 2 OF NE WPROJECT NO: LTP4 2r d FLOOR O S0 1023-2017 2' ?` _ 4' DRAWN BY: 2.. 2„ 2" Q4, sem, Simpson Strong-Tie ,P MASTER 22' O . �*f �'.� B D K �:" CHECKED BY: Floor-to-Floor Connections EX BATHROOM Ex 3 r x -� LAUNDRY KMEN i f ; 3"2" 2" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL C1m "V. � 2„ 2, 3., r CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ow SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE1 st FLOOR 2 ' 2" 2" 2" c�A �f318G8 ��� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RoFESS� G2 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 2" L 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - 2" 3" A F.A. /ENT 6" f , _ _ l� DOB NUMBER: of C C.O, .O. BO\/E GRADE C.O, � C.O, 4'C.0. PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 3 3 3 4 TO SCWA APPROVED TR O CI SEWERAGE SYSTEM © MDERGN°ASSOC7AMuc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) AP 33'-112„ /'%✓ o//%i% / .. /i 4'-0 4,_24„ 25'-8 „ 41'_1C2 f.�l�,� T _It_EJ[3 r — „ 3'-11 3'-11 11 11 -2 12'-10" HE ; rovide a n - 00, ilco"C"Doo B A co B D KEHL DESIGN ASSOCIATES LLc Al PowderCoated 1 D 1 Ol residential & commercial design " consulting Fl C235 TW2432 -r:-N PO.Box 1675 phone: (631)433-9084 • Soluthoki,New York 11911 E-Mail: ssbn654@optonrne.nel Provide ss"Ref. EOD) up y -IN Lo of Sister or Replace the xisting Floor Joists upper cabinetProvide a ew FuelTank Ne Hot ter Under the Existin Bathroom with NewL 32 Kehl Design Associates,LLC o formerly D A K Associates,LLC aterPu s I Platform 0 6„ V-8 4„ ��� /;F/I/ ilii- %/%/iiia ; ,���� iT7777/7 P 3068Fibe lass To Be Removed 1/"x7Ya LVLB mstoRemove I Ste 16 —g� OV�VNERSHIP & USE OF DOCUMENTS: an To Flush Door t the the Deflection in the Floor P u ly up y throom Removed Base of the ilco LO L Remove all Wood Framed Walls FWG6068 0 o These drawings and specifications including the Stairs Provide R-25 Insulation in i � o � a �� �ro ideas, design and arrangements represented Basement Basement Ceiling Kitchen 0 I I W/) o ASSOCIATES,thereIare the property of KEHL DESIGN Base t " n� o o o LLC. No part thereof shall be SheetrockBasementCeilingwith/ r� NTo 0 Closet � copied, disclosed to others or used in connection ;- Pe p I Lin.CL. with any work or project other than for which I Sheetrodc with 1-Coat of Ta and Spackel I Basement I N 868DD they have been prepared without written consent. 4 � All Foundation Walls to be Waterproofed with H er 3'-94" 10'-68" Ugl Drylock Paint eater uPP �" Stackable Remove New 3"Steel Column Be a ed F 5 10'-0A" —4 • Wash r Existing ^0 REV: on a New 2'x2'x1'Conc. Fumace 9'—6" rY �' Chimney Ftg.,Below Existing 4" and D er g g To Be (2)13/'x r/• PC.Slab. Removed CN -- -""- 4 - e- - r ----- M 668 2668 286 D Dining 1 301 — — ilv C �� Room I I — — --� I I C1 I etu � etu � 4 P.C.Slab n N n � N v — N Is 8'-5" 7'-1 14„ o'-05" _28„ 668 _84„ Location of Subpanel Basement New 200 Amp Living Service 100 Amp. � uPP Y Room Service a Remove all Wood Framed Walls I Remove all Wood Framed Walls 3'-0' 00 Provide R-25 Insulation in N Provide R-25 Insulation in Bedroom Basement Ceiling Basement Ceiling Sheetrock Basement Ceiling with%" 1 Sheetrock Basement Ceiling with�" TW2846 1 6'-8z" Sheetrock with 1-Coat of Tape and Spackel Sheetro&with 1-Coat of Tape and Spackel All Foundation Walls to be Waterproofed with All Foundation Walls to be Waterproofed witho verify Fireplace 4 13'-03" Ugl Dr/Wk Paint Ugl Drylock Paint Framing with WORK NOTES: PROVIDE HURRICANE STRAPPING IN Manufactures Specs ACCORDANCE WITH THE o $CWA Up y Up y Up y 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. -4 3 TW2846 3 TW2846 TW2846 I 0 `CIL of front door 0 SM 2x8 ACO House Ledger (2)2x8 ACO Girder NOTE: VERIFY ALL DIMENSIONS TO 1 „ 4x4 ACQ Post -4' INSURE FLOORS OF NEW ADDITIONS" 3' 1" 3'-9" $ Sona Tube 8" Sona Tube o ALINE WITH FLOORS IN EXISTING I on a NOT FOR HOUSE. 301 I I 1'-4"x1'-4"x 8"Ftg. 301 B Min.3'-0"Below Grade (2)2x8 ACQ Girder -. Ol -� `� °0 O (See Porch Detail) CONSTRUCTION ALL HEADERS ARE TO BE ------ -� USE UNLESS (2)1 4"X 9Y" LVL UNLESS _4 4x4 ACO Post OTHERWISE NOTED ------------ 8 Sono Tube CERTIFIED BY A . I 33'-112" L-_--__---_--J PROFESSIONAL I NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION 10 ' 07 ENGINEER LINE-UP WITH WALLS IN HOUSE. FOUNDATION PLAN 4'-08" 3'— 8 SCALE:1/4"= V-0" 1'-102" NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED A B D WITH THE 2016 UNIFORM 41'-10"' 01 1 1 SUPPLEMENT 33 -112 FIRST FLOOR PLAN 2' -44" -0g" 10' -2g" 5'-44" 2' SCALE: 1/4"= V-0" PROJECT: A 1> 014 _ GOLDSMITH 311 � 1 3"SM i ( 32 32 34 I I 1 3"SM Hurricane trappngPROVIDE HURRICANE STRAPPING N TW21032 TW21032 TW2032 —6" 104" TW21032 TW21032 Ridge ACCORDANCE WITH THE RESIDENCE TIA 2x6 Rafters ®16"oc. 2015 INTERNATIONAL RESIDENTIAL CODE 00 V7)I00 Y" CDX Roof Sheathing UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, RENOVATION N ® uPP �Y CD CL. uPP Y N 30f fell J Bathroom GAF Architectual Roof Shingles -- ------------ mac° 51" �� �� 0 10' 32" Hurricane Strapping NOTE: VERIFY ALL DIMENSIONS TO 1000 OLD SHIPYARD LANE r(------------- 32" 10' 2x4 Soffit Framing x6 Ceilin Joist 16"oc. INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING SOUTHOLD, NEW YORK 11971 1x6 Azek Fascia (2)1�"x 11�" LVL Header HOUSE. 8'-72" ~ O N g" Azek Beaded Soffit SCTM # 1000- 64-04-23 2' I 12 AN Azek Girder WrapET 1 1 ' Remove ELEVATION: 15.16 I i � Existing11 11 ALL HEADERS ARE TO BE �� I Bedroom 68 Chimney °N 10" HB&G Permacast Column Wrap ' I (2)13/"X 9Y" LVL UNLESS I MN I Bedroom_I 4x4 ACQ Post Bozell out with ACQ OTHERWISE NOTED DRAWING TITLE: II /D I Attic �e�tu co /D rx N N Ma C I LIDC Access 8'-91" 9v NOTE: VERIFY ALL DIMENSIONS FOUNDATION PLAN Ol 1 1 0 2 o INSURE WALLS OF NEW ADDITION upp y uPP I Trex or Equal Decking 10 LINE-UP WITH WALLS IN HOUSE. Ln N r-100I I 2x6 AGO Floor Joists 12"oc. �e�tu Furnace etU I (2)1" Galy. Carriage Bolts 4x4 Post Anchor 2 2x8 ACQ Girder NOTES: Room r NOTE: PROVIDE FIRE BREAKS 'IN J'x12" Anchor Bolt AS PER THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE M 5068DD 4068DD 4068DD f4 Rebar Stirrup THE 2015 INTERNATIONAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I _ 8" Sona Tube PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3c `,N RESIDENTIAL CODE UPDATED j I Closet i„ Built-ins -5 Closet Closet I (3)#4 Rebar E.W. WITH THE 2016 UNIFORM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE N 3� 32" 32° a, I Built-Ins N DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR �«b N 1„ N �� 1'-4"z 1'-4"z 8"Conc. Ftg. SUPPLEMENT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT `- 1 � FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. M Porch Detail N II 7" •L5'-51" 4'-91" 3� 32 4'-101 3'-5" 4'-91" 3 r SEAL: DATE: LL---_-------- —5$ $ 3'-04" 4 2 November 07, 2016 Insulated Area For Ducts of NElry PROJECT NO: "' or Second Floor Furnace i' SCALE: 1/4'=1'-0" PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE �� Y0 ��P � O, f3 a 'Qrr 1023-2017 DRAWN BY: PRESCRIPTIVE DESIGN CRITERIA AS PER CHAPTER 5 (RE) EXISTING BUILDINGS I' ;&" -ABDK r � CHECKED BY: er DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL 'n - tv M RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT <eA o�1s6� SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF %OFESS0AN _�� Al 01 Al 01 D1 IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SECOND FL OR PLAN 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization y-,L.�-t8 SCALE: 1/4"=1'-0" 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aM.DERISN•ASSOMTES,mc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL SITE LOCATION: ,% CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WITH THE INTERNATIONAL BUILDING CODE. N"r . �'-,t: ...;t+1"Ir,'vn"V,. THESE STANDARDS, THE DESIGN SHALL COMPLY 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLC PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential s, commerctaldesfgn . consulting w. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PCO.Boz 1675 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@tonGne,net KeN Design AssOCfotes,LLC O forMerty D A K ASSoCiotes,LLC H,nrF,erSPoint OWVNEkSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: LILW I- 11 11 11 111) 1, 11 mil 11 1 11 1 11 11 ��. �11�ll11111J L�LLILiL �% y Li WiORK NODES: I ILL _LLULL —1 JLEiLLLL Al I I I I�11 Im I Li NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY RIGHTELEVATION- PROFESSIONAL FRONT ELEVATIONENGINEER SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" PROJECT: GOLDSMITH RESIDENCE RENOVATION 1000 OLD SHIPYARD LANE, w �\ SOUTHOLD NEW YORK 11971 � EF-1 7F� E ® ® 0 F 0 F-IFIF U_L�� [J 0j SCTM # 1000- 64-04-23 ELEVATION: 15.16' I � DRAWING TITLE: TII III 1111 11 111111I I � . �L 11 �� II ILII �I III II II�I III II ELEVATIONS AS NOTED LL _LLL JLL LiLL]LA -1 NOTES: FIFI F01 -IFIF IFF 111111111 _LL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1uu DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 0 L==J� II UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LfJLLLL1LLLL1LLh_iL� I 1 1-1 11 111-1 11 11 IT 11 1 1 1-1 11 11 IT SEAL: DATE: November 07, 2016 �F NE_W PROJECT NO: F Y 6" �0, gqR O�r,� 1023-2017 <; 'Q9 DRAWN BY: -A BDK 4k CHECKED BY: LEFT ELEVATION SHEET NUMBER: REAR ELEVATION © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. Cp 08186a ��0\ ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED A;YOPESSTONP� SCALE: 1/4"= V-0" SCALE: 1/4"= VI UNDER FEDERAL COPYRIGHT LAW. A201 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. le7ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF _ Acceptance of these drawings does not authorize the right to build without the authorization KEHL DESIGN ASSOCIATES LLC.THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ®gB -DESIGN•ASS MTES,uc agencies prior to construction. PROOF OF PURCHASE. j — EIIIII / Hurricane Strapping KEHL DESIGN ASSOCIATES LLc 2x6 Rafters @ 16"oc. Hurricane Strapping residential & commercial design " consulting Y" CDX Roof Sheathing �1 2x6 Rafters @ 16"oc. 10 1`1 30#felt Y' CDX Roof Sheathing GAF Architectual Roof Shingles 301 felt GAF Architectual Roof Shingles �1� GAF Architectual Roof Shingles P10.BOX 1b75 phone: (631)433-9084 R-21 Insulation x eilin Joists 1 oc. �1 Southold,New York 11971 E-Mail: SSbn654@optonline.net R-21 Insulation ei in Joists o. 7N R-30 Insula ion lz6 Azek Fascia — �R 30 Insulati n o 1x6 Azek Fascia � R-21 Insulation R-21 Insulation _______ 6° Azek Beaded Soffit 6" Azek Beaded Soffit i i I r.. ON Design Associates,LLC®formerly D A K Associates,LLC Hardi-Plank Siding Hardi-Plank Siding i OWNERSHIP & USE OF DOCUMENTS: 30#Felt or Typor Housewrap These drawings and specifications including the 30#Felt or Typor ousewrap r CDX Sheathing R-21 Insulation CDX Sheathing Bathroom H II FUmace III R-21 Insulation 9 P g Bedroom ideas, design and arrangements represented R-15 Insulation R-15 Insulation Room III therein, are the property of KEHL DESIGN 2z6 Rafters @ 16"oc. R-15 Insulation I I I ASSOCIATES, L.L.C. No part thereof shall be 2x6 Rafters @ 16 oc. R-15 Insulation copied, disclosed to others or used in connection Y" CDX Roof Sheathing Y" CDX Roof Sheathing with any work or project other than for which # R-15 Insulation R-15 Insulation 30 felt i i I i0._ GAF Architectual Roof Shinfelt glesg , , , R-15 Insulation R-15 Insulation with have been prepared without written consent. GAF Architectual Roof Shingles � i 26 Rafters Tails @ 16"oc. - 2x6 Rafters Tails @ 16'oc. 2x8 Floor Joists 16"oc. 2x8 Floor Joists @ 16"oc. 2x8 Floor Joisis @ 16"oc. 2x8 Floor Joists @ 16"oc. R EV: 1x6 Azek Fascia 6> R-21 In ulation R-21 In latio R-21 Insulation 1x6 Azek Fascia R-21 Insulation R-21 Insulation 9" Azek Beaded Soffit (2)13/"z 1Y" I.M. Flush Headerded Soffit (2)1Y"x 11� LVL Header 9" 2x4 Soffit Framing Azek Bea 2x4 Soffit Framing 9 2�21 Azek Solid Crown 232 Azek Solid Crown 1Ix6 Freize Molding Living 100 1x6 Freize Molding 58" CDX Sheathing Kitchen Room Ya"CDX Sheathing Bathroom Hall R-15 Insulation R-15 Insulation Foyer 2x4 Doug Fir Stud 20 Doug Fir Stud R-15 4" Prefinished Oak Flooring Insulation 20 Doug Fir Shoe Y' CDX Subflooring 2x4 Doug Fir Shoe 2x8 Doug Fir Box Beam E 2x8 Doug Fir Box Beam 2x8 Floor Joists 016"oc. 2x8 Floor Joists @ 16"oc' 2x6 Dou F r Sill 2x8 Floor Joists (�16"oc. 2x8 Floor Joists (�16"cc. 2z6 Doug Fir Sill R-21 Insulation R-21 Insulation 9 R-21 Insulation Y"x12" Anchor Bolts Y" SheetrockY"x12' Anchor Bolts Y" Sheetrock " Existing 3" Steel Column Existing 3 Steel Column on a New 2'x2'xl' Conc. on a New 2'x2'xl' Conc. 8" CMU Foundation Ftg., Below Existing 4" 8" CMU foundation 9 9 Ft Below Existing 4" Damp Proofing Ugly Drylock Waterproofing PC. Slab. Damp Proofing "'�' Ugly Drylock Waterproofing PC. Slob. Basement Basement Basement Basement ' New 3" Steel Column New 3° Steel Column on a New 2'x2'xi' Conc. on a New 2'x2'xl' Conc. WORK NOTES: Existing 4' PC. Slab Ftg., Below Existing 4' Existing 4" PC. Slab Fig., Below Existing 4' PC. Slab. PC. Slab. 2x Keyway 2x Keyway 16'"x 8" Concrete Ftg 16"x 8" Concrete Fig El I (Miin. 3'-0" Below Final Grade) (Min. 3'—O" Below Final Grade) NOT FOR CROSS SECTIONrA--� CONSTRUCTION SCALE:Y4"= ,'-0" CROSS SECTIONrB--� 301 SCALE:v4"_ V-0" 301 USE UNLESS CERTIFIED BY V PROFESSIONAL Hurricane Strapping 2x6 Rafters @ 16"oc. ENGINEER Yz' CDX Roof Sheathing 30# felt GAF Architectual Roof Shingles 12" flyrafters R-21 Insulation �" eilin Joists @1 a . 1x6 Azek Fascia —30 Insulation o � 6" Azek Beaded Soffit R— Insulation Hardi—Plank Siding 30#Felt or Typor Housewrap N" CDX Sheathing R-21 Insulation R-15 Insulation (Z)134'x14" LVL Flush beom 2x6 Rafters @ 16"oc. R-15 Insulation PROJECT: 2x6 Rafters @ 16'oc. Y" CDX Roof Sheathing CDX Roof Sheathing 30#felt R-15 Insulation R-15 Insulation GOLDSMITH 30$' felt GAF Architectual Roof Shingles � GAF Architectual Roof Shingles 2x6 Rafters Tails @ 16"oc. RESIDENCE � I I in Joists @_160C 2x8 Floor Joists @ 16"0 2x8 Floor Joists 16"oc. ®��l,��, 1x6 Azek Fascia �—R— In ulotion R-21 Insulation 1x6 Azek Fascia R-30 Insulation 9" Azek Beaded Soffit R-21 Insulation 9" Azek Beaded Soffit 2x4 Soffit Framing 2x4 Soffit Framing R 'N OVAT I O N 2Y" Azek Solid Crown 232 Azek Solid Crown 1x6 Freize Molding 1x6 FrMolding Bathroom IT 1x6 1000 OLD SHIPYARD LANE CDXX Sheathing , se CDX Sheathing R-15 Insulation SOUTHOLD, NEW YORK 11971 R-15 Insulation 2x4 Doug Fir Stud 2x4 Doug Fir Stud 3/4" Prefinished Oak Flooring SCTM # 1000' 64-04-23 2x4 Doug Fir ShoeYz CDX Subflooring 2x4 Doug Fir Shoe LVL Box Beam 2x8 Doug Fir Box Beam ELEVATION: 15.16' 2x6 ACO Sill 2 Joists 0 115 oc. 2x8 Floor Joists @ 16"oc. 2x6 Doug Fr Sill 2x8 16 OC. 2x8 Floor Joists @ 16"oc. DRAWING TITLE: Termite sheild R-21 Insulation " " R-21 I sulation Y x12 Anchor Bolts Y' Sh track Existing 3" Steel Column 01 on a New 2'x2'xl' Gana. CROSS SECTIONS 8" CMU Foundation 8' CMU Foundation Ftg., Below Existing 4" 2x Keyway Damp Proofing Ugly Drylock Waterproofing PC. Slab, 16"x 8' Concrete Fig (Min. 3'-0" Below Final Grade) NOTES: Existing 4" PC. Slab THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x Keyway PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 16"x 8' Concrete Ftg FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE (Min. 3'-0" Below Final Grade) DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: CROSS SECTIONrc--� RE TI N rD-- November 07, 2016 SCALE:Y4"= V-0" 301 SCALE:Ya"= V-0" 301 ��OF NEIN 3, PROJECT N0: Bq 0 1023-2017 y DRAWN BY: r+ti eTkBDK :Q:<< PECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL in = �u t � 2 SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 s^ O KEHL DESIGN ASSOCIATES, LLC. < os1a�8 AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CiORO P�� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH FESSIO�`� A301 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization KEHL DESIGN ASSOCIATES, LLC. u r(00 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN p KEHL-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROOF OF PURCHASE.