Loading...
HomeMy WebLinkAbout45047-Z �a gU�fFO(,fc�� Town of Southold 1/14/2021 ti P.O.Box 1179 0 W 53095 Main Rd y,�y01 �a Southold,New York 11971 ��rurx� CERTIFICATE OF OCCUPANCY No: 41743 Date: 1/14/2021 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 975 W Hill Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/17/2020 pursuant to which Building Permit No. 45047 dated 7/30/2020 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 existing single-family dwelling as applied for. The certificate is issued to Olsen, Sean&Leslie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45047 12/29/2020 PLUMBERS CERTIFICATION DATED 1/12/2021G o e J Berry, . Au Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT moo G� a 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#: 45047 Date: 7/30/2020 Permission is hereby granted to: Olsen, Sean 12 Musket Ln Darien, CT 06820 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 975 W Hill Rd SCTM # 473889 Sec/Block/Lot# 70.-4-25 Pursuant to application dated , 7/17/2020 and approved by the Building Inspector. To expire on 1/29/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $352.00 CO -ALTERATION TO DWELLING $50.00 Total: $402.00 i Bw nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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 9,195')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. Ju bz /d- 2_4 -2-0 New Construction: Old or Pre-existing Building: (check one) Location of Property: 175- 901Q 0 IA.)it ! :5 o tee►` House No. Street Hamlet Owner or Owners of Property: 69:A j l&9&C�,- 1)J 5 e!3�4 Suffolk County Tax Map No 1000, Section `7('.- ,- �� Block Lot Subdivision V2 -CA ,aLT,S! dL,-C& Filed Map_ 51073 Lot: Permit No. 5D Date of Permit. Applicant: Health Dept.Approval: P 14 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r Lt Applicant Signature Building Deuartment AnDlieation AUTHORIZATION (Where the Applicant is not the Owner) I, y � ����� residing atq� ANC) (Print property owner's name) (Mailing Address) do hereby authorize 11� M Fmr4an l (Agent) to apply on my behalf to the Southold Building Department. `7 ! 20 (Own 's ignature) (Date) (Print Owner's Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sean Olsen Address: 975 W Hill Rd city,Southold st: NY zip: 11971 Building Permit#- 45047 Section: 70 Block 4 Lot 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No- 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceding Fan Combo Smoke/CO Transformer UC Lights g' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 p 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Mini Fridge, DW, Micro Notes: " AS BUILT NO VISUAL DEFECTS " Kitchen / Dining Renovation Inspector Signature: Date: December 29, 2020 S.Devlin-Cert Electrical Compliance Form.xls F" J) JAN 1 3 2021 Town Hall,5309.5 Main Fax(631)70-9502 P.O.Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 BUH-DING DEPART IMEN T1 TOWN OF SOUMMUD C ERTI'Fl CAT!OTl Bulildip-gPer-nditNo. ovMer. a5Aawl, Tease ) But.ber. Cdvf�e—_ 7:T, r1-j ;Zlk lease P61t) T cerffy that the solder used in!be water supply system conmiw less fbau 2110 of 1% lead. Swom to before me this day of - &Q, 20-a - —�p 61 VICKI-L BERRY - Notary Public-State of New York No. 01 BE6070081 Q Ual4led in Suffol COM Commission Expires, 7-%To=y Public, D �Of SO(/j�° # # TOWN OF SOUTHOLD BUILDING DEPT. • ao °`y�ourm 765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR OWS: DATE g �� INSPECTOR J , Zapf SOGI,yo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycOUNn��' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [V INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: IV Ctil vm7 C44V le'&- 6V - DATE q ! 7,070 . INSPECTOR pF SOUlyolo �D�� I 1 7s- P/// - v # # TOWN OF ZOUTHOLD BUILDING DEPT. `ycOUNfV, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 7LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A5� !B DATE INSPECTOR (-7 - _ # # TOWN-OF SOUTHOLD' BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I1pp,pfcU y fv DATE INSPECTOR Vl_"L Ofso0Tyo� ��v -75— # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ]' FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 11,11 Z, INSPECTOR FIELD INSPECTION REPORT DATE CO1kIMENTS ® C�7 FOUNDATION(1ST) ..� -------------------------------- FOUNDATION(2ND) 16%, ROUGH FRAMING& H PLUMBING 1 iw —p INSULATION PER N.Y. y STATE ENERGY CODE 7 ' FINAL t ADD . XON4 CO MENTS- S ► q 0 a,,9- Le d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BVI,DING 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 PERART NO. Check Septic Foran N.Y.S.D.E.C. Trustees C.O.Application Examined _ Flood Permit 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 20 U Contact: Approved 20 Mail to: Disapproved a/c Expiration �20 Phone: w ' Building Inspector .� CIE i � �k '! 1 7 Q 1'yA1�IOl�T FOR WELDING PERMIT �41 � /� , P4' OITC Dr 51T INSTRUCTIONS Date 202a a.This application MUST be 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. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting 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. (Signa a 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 Name of owner ofpremises rtq _ �� r�Lj5A 6 L�r. (As on the tax roll or latest deed) If applic tis corporati , si ature of duly authorized officer (N a and title of corporate o icer) Builders L cense No. Plumbers License No. Electricians License No. 614--o Other Trade's License No. I. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section—'70--4 —7 Block Lot Subdivision—M W ® .4t,06c, ,e je CK —Filed Map No. h~���� Lot . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _0&1& 4( 1 b. Intended use and occupancy ©� ��. 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost 0 0 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Ale c ,4"' - �` �'� Depths � � ' Height o Number of Stories 0Dimensions of same'structure with alterations or additions: Front A10 70- RearOvMvo� Depth Height n Number of Stories a T 8. Dimensions of entire new construction:Front Rear_ o Depth, o Height ra Number of Stories v a 9. Size of lot:Front 75 Rear _ 11 (�®Q o e Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO_V/Will excess fill be removed from premises?YES NO� 14.Names of Owner of premises�:2CM xt .r r214e _Address 6& f�_e' �►�, Phone No. Name of Architect Address Phone No Name of Ceratraaor'J dam" m,,o 4LC Address Aq�r�t " Phone Na U(2 -39,-d& 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES / NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc.) o , oun y Commission Expires April 14,2 oaq 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. Sworn to before me this day of Notary Public Signature o Applicant BUILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD C G 3 1 2020 Town Hall Annex- 54375 Main Road - PO Box 1179 o + Southold, New York 11971-0959 jr,DEPT. Telephone (631) 705-1802 - FAX (631) 765-9502 ITHOLD ro-ger.rich ertCc)-town.south old.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED*BY:.... i)ate: •• Company Name: ; r L9C5— U C Name: 0,4 2/L License No.: email: S Y l C ,L1 Address: . d a S S o LJ F til.o c� Phone No.: -JOB SITE INFORMATION: (Alf Information Required) Name: 5.7 SIC Address: Q .S U) 14LC_ o v o Lo Cross Street: Phone No.: ! D B1dg.Permit#: 4,S7 ' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That/apply: Is job ready for inspection?: YES i N0 ough in Final Do you need a Temp Certificate?: YES QNO issued On Temp Information: (Ali information required). Service.Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lnformation: PAYMENT DUE WITH APPLICATION �o Up 1� Request for inspection Forrrr.A.S '� V BUILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD G 3 1 2020 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � , • p`�r� P�tviG DEFT• Telephone (631) 765-1802 - FAX (631) 765-9502 = "1] OBD roger.richertgtown.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION rom UESTED'B Y`:'" Date: •--...--• -•-- ._......._._..._._._........_.._......_................ ... _._ . . ..pany Name: a r LgC5� u C ame: �' lJ,4 n/L License No'.: email: S L/! 4 O L , 2 Address: U"i Phone No.: JOB SITE INFORMATION: (All Information Required) Name: IN-) Address: q LL LJ o LP Cross Street: C ;3 Bldg.Permit#: 1+,9-c) !q 7 email: Fax Map District: 1000 Section: Block: Lot: BRIEF DES RIPTION O WOR (Piease rinfi [early) Circle All That A ` Is job ready for inspection?: YE)/ NO ough [n Fina[ Do you need a Temp Certifcate?". YES NO Issued On Temp Information: (All information required). Serviice.Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected - Underground -Overhead #Undergroupd Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I)p C\4 ��'� �Request for inspection Form-xis n�' PERMIT# Address: Switches va Outlets` I y�� ' GFI's Surface Sconces � I UC Lts q ' Fans Fridge HW C Exhaust ' Oven Dryer Smokes DW !I Service Carbon Micro Generator --- Comt�o----�:-----" ------------ ----------Cooktop--------'------------=-�-------------Transf_er-----=------- ----•- AC AH _ - Mini • J Special: Comments. ` . 5 U RVEY OF LOT 4 N AS SHOWN ON A CERTAIN MAP ENTITLED'MAP OF CALVES NECK FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON 2115/72 A5 MAP NO.5673 SITUATE: 5OUTHOLD w . E TOWN: 5OUTHOLD SUFFOLK COUNTY, NY s' 5URVEYED 08-21-2014 UPDATED 09-05-2017 ' SUFFOLK COUNTY TAX# 1000-70-4-25 CERTIFIED TO: SEAN OLSEN LESLIE OLSEN CHASE BANK,N.A. FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC. WEST /EST H'LL ROAD asphalt roadway { CONCRETE CURD «P 158" 05 2- E :.. '5310„ >r i n" "I :n" `LOT, O P„�ROPANe Slim H pE N. , ,.;y cv 22Aucs WEU 0j ;_e VEP-,PD N 41 Ao M 2 STORY 9 MAI&HOU5e 0 w GARAGE nom. O O O PRnnae DE v +L N STONEPATIO 3 Y DftOW DECr, iv myt , j c; WOOD HULKHEAp" '- +-4 L0' WODD�53•, x�,rs,58• -N o PLATFORM i 5k 1 G.FLOAT O C) co z ;` CANAL �` co N,%'5_ 112011W 75.00' LAND NOW OR FORMERLY OF: GEORGE H.WELLS F5T,4TE WATER DEPTHS RECORDED DURING LOW TIDE ON JUNE 13,2017 'un-tnm,eee mtaoiw«aadnirn to a x,rxr ' NOTES- MONUMENT �(� niotor°,eciio�°iaos°°��e°euaw�i o+ynQ JOHN C. EHLER5 LAND 5URVEYOR MONUMENT FOUND _ _ •o�ar.o>m: NAIL FOUND - .�. .,.,,,.°"i°a'`.„,d,un ti.�Awnen.a SPLIT RAIL FENCE " 6 EAST MAIN STREET N Y.S.UC:NO.50202 Area =22 295 Sq Ft - - r..+c°roarea a ocmd,o.<a:i�n Area =0 51 18 Acres RIVERHEAD,'N:Y .,1 1901, 3G9-8288 Fax 369-8287 e La cNbm.+rr.�.=.+ fond Surxy oaPoleO G t . Io GRAPHIC SCALE - 1'=30' r �+, O io in:a Ro.lu rncrnm`ine`wr"xyti w.na 1 long151andlandsurveyor.com S S 020 0 and Id.ow�,m ms e,nm+to tn.taw.m+,oa.r.s+ �.•- 9 ogw,.y a,..sd ie.ay betnuttm ireud nvaen,ow .r ln.ima.a manwew cvun„- 14- 77 Ibn.m.neL lrnnsrevNn m vdmuo-.v nnlwl�. SURVEY Off LOT 5 N A5 SHOWN ON A CERTAIN MAP ENTITLED'MAP OF CALVES NECK FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON 2115f72 AS MAP NO.5673 W �� E -51TUATE: 5OUTHOLD TOWN: 5OUTHOLD SUFFOLK COUNTY, NY s -9URVEYED 09-05-2017 SUFFOLK,COUNTY TAX# 1000-70-4-26 CERTIFIED TO ELI VANBOURGONDIEN 7� yrs F�hal k t road/F'0 5680 Z*1 z • � FI2 sTo N fig8 � T O co N S O�W � .'q NOTES ` Qf" ® "U.-b", M°NUFOND a�lneiba n i°ka.rd°mm>.mt.o' MOU.—FOUND JOHNC. EHLER5 LAND SURVEYOR ; �L'�- ew .r Slcly Ed�cvllm low' SPLIT RAL FENCE -- - -- - 'Y m qee xF rrcm fne atgFal°r Inia wrvev eeb�ra:ae°ie°e.wl✓e 4ue c°pef G EA5T'MAIN1'5TREE7 N Y.S.L1C.NO 50202 c nEwmb°�e °mmT m°I Area =22,116 5a.Ft. RIVERHEAD,N.Y. 1 1901 369-8288 Fax 369-8287 p Rr°°ww tt ra.e.wpm me w- b1.,CW yr N.1kv kr Lmd Area =0.507 Acres i - idle sN°,,, soe;;I�ro� ° °�„�i P IC GA 1"=30' jesurvey@optonlinernet s� 1°IF°Rer,w r'.n In.°°rw,n w°nawa nue ° 17-178dU a me a°w�`yy.«:of u'�.r.a'amY i� 'n°Q.nivnr a° 4a°ii°.a amwuo�° PY lx I KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting J P0.Box 1675 phone: X631 433-9034 "s'_T/a" _44• I Southold,New York 11971 E-Mail: ssbn654Coptonline.ne.t 1'-dyB" --s'-51i' -114 10'-lY„ -sY -11 8" 1'-1" LLI LL Ninimum Concrete Footings Minimum Concrete Footings M nimum Concrete Footings Minimum Concrete Footings Minimum Concrete Footings Minimum Co78��x8�0�t8i�g Kehl Design associates,LLC o formerly o o K Associates,rrc Required is 18'x18'x8 Required is 1B'xl8'z8' Required is 18'x18'x8' Required is 18'x18'x8' Required is 18'x18%8' Required i Min, 3'-0" Below Final Grade. Min. 3'-0" Below Final Grade, Min. 3'-0" Below Final Grade. Min. 3'-0" Below Final Grade. Min. 3'-0" Below Final Grade. Min. 3'-0" Below Final Grade. OWNERSHIP & USE OF DOCUMENTS: Exsting 32Steel Column on Existing 32 Steel Column on Existing 32 Steel Column on Existing 32Steel Column on Existing 32Steel Column on Existing 32Steel Column on Existing Concrete Footings Existing Concrete Footings Existing Concrete Footings Existing Concrete Footings Existing Concrete Footings Existing Concrete Footings These drawings and specifications including the I ideas, design and arrangements represented LL _LJLL ALL therein, are the property of KEHL DESIGN o r — r r- — � — r — r — o LOLL I ASSOCIATES, LLC. No part thereof shall be EXISTIf1G 312X10 GIRDER EXISTING 3 2X10 GIRDER EXISTING 3 2X10 GIRDER EXISTING (3)2X10 GIRDER EXISTING (3)2X10 GIRDER L L L III II II II I_� 11 copied, disclosed to others or used in connection II L III LII Ll I II III II II 1L II III ALJ ILII LI ILII ISL ILII II �I I with any work or project other than for which L _ L — J o L — Jo L — J o o L — J II II ILLI II ILI I I I!�L llMI I I III II II II I I I they have been prepared without written consent. � LLL U 11 11 11 1LV II LI 11 11 11 T1 o o Existing Deck o o REV: bec�-< ►'1c� ��l�� , /�- J�5 g - C-1 92 Existing 2x8 CCA House Beam with `" Existing 2x8 CCA House Beam with Existing 2x8 CCA House Beam with d e-cj< ( Ort 3"Lxlsling 2x2CCA Ledger Beam Existing 2x2a CCA Led Ledger Beam Existin9 2x2a CCA Led 11 Ldih EX. SLIDER EX. WINDOW " 1 0j( G i A d EX. WINDOW E ll - - . L 1 I + LL tI I I 1 11 1 U room RECREATION ROOM Bedroom Bed �+ r e I 1 I � — - 1 1 — WORK NOTES: EXISTING BASEMENT REFLECTIVE DECK PLAN -- SCALE: 1/4" = 1'-0" DECK CONSTRUCTION TO COMPLY WITH THE -- - _-_ NEW YORK STATE BUILDING CODE IN EFFECT NOT FOR IN 1975 CONSTRUCTION USE UNLESS SOUTH ELEVATION CERTIFIED BY A "9'-74" 41/" 5'-5Y' -5 2 5'-5� 5'-5Y" 5'- 5'-5� 5'-52 5'-5Y" '-2" SCALE: 1/4"= 1'-0" PROFESSIONAL I 36"High Composite Handrail 36" High Comp site Handrail 36" High Composite Handrail ENGINEER . t y X6 Mahogany Decking '77 Mahogany Decking 0 Existing Deck PROJECT: PSW806H PSW9068 PSW6068 I s 00 t I } Living Room Bedroom wN 975 U CD) HILL ROAD WEST SOUTHOLD, NY, 11971 I I II LI! JJU I I SLII I, U ILLI ILL L 1 1 DRAWING TITLE: — � � II II I I II II I I II II I I II I I I EXISTING FIRST FLOOR DECK PLAN !' __ - III LI11 �II111111 1 , ,, ,, I,IIL I ��__ lll�ullluL� SCALE: 1/4"= 1'-0" I I ILLMILLIL-11LAULLELLAL II I � I I_I_LI I I 11 I LJ L I I I I L 1_11 1 1 1 1 1 1 1�� l I_L1 I I I PLANS DECK CONSTRUCTION TO COMPLY WITH THE llllll 1I LLLL� II 11 ,1 1111 II II II L , II 11 IIL„ II II I L AS NOTED NEW YORK STATE BUILDING CODE IN EFFECT I I N 1975 1 11 11 11H 1 11111111 11 111 111 111 111 11 11111 11 111 IIIIIh IIIIH 11 111 111111 111111 t 1CNOTES: - -- - - THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRI"1GEMENTS WILL BEPROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Llit----- - - 1 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL 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: November 27, 2020 y PROJECT NO: 1077-2020 _ DRAWN BY: BDK t CHECKED BY: SHEET NUMBER: 3 EAST ELEVATION 4 A101 DOB NUMBER: OFt SCALE: 1/4"= 1'-0" KEHL-DESIGN-ASSOCIATES, arc AP ROVED AS NOTED DATE: B.P.# FEE: r BY: NOTIFY BUILDING DEPARTMENT AT 02 8 PLUMBER CERTIFICATION FOLLOWING INSPECTIONS: SPECTIONS:TO 4 PM FOR THE ON LEAD CONTENT BEFORE FOLL 1. FOUNDATION - TWO REQUIRED CERTIFICATE OF OCCUPANC) FOR POURED CONCRETE SOLDER USED IN MATER 2. ROUGH - FRAMING & PLUMBING 3. INSULATION SUPPLYSYSTEM CANNOT 4. FINAL - CONSTRUCTION MUST EXCEED 2110 OF 1 l LEAD. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE, AS REQUIRED AND CONDITIONS Oi PLUMBING en ��r .�� A Pl,Uh11BiNG WASTE i` fiM9 -""^ BOP,9L $�WjkTER LINES NEED T' �'IItiG B]E ORE COVERING VdUTI!9LB OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED Z 77 g2, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CID General Notes:NTRACTO R N 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF __Q Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, , I M l: I gal GENERAL NOTE.S: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: MIR 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. % residential & commercial design - consulting 2. PRACTICES. 4. Pre-manufactured trusses. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH FO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonIine,reI 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,ILLC e formerly D A K Associates,LLC SHALL BE INCLUDEE AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 71" 7 ww; a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. � = 7 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. UWNLRSHIP & USE 01- UUCUMENIS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE 1VORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDINGSITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): E ACCUMULATION, 1 ,900,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, Fv = 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: SAM TO GPM, MONDAY TO FRIDAY, 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRU-ITURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR' THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WOIRK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THE 2020) RESIDENTIAL CODE OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, NOT FOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE= DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTICN! OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTIO LOAD SPEED (mph) N CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph') C SEVERE 3,-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DAS;MA 115, NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATIOIN(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATT ­dMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMPED STORAGE b,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE t-701.2(2) OR ASCE-7, WITH THE PERMANENT " /� CAPY�CITY USE OCCUPANCY- CORRI SION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO Hl,)Ik'_ I,- IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD RO,')F HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED �ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,, IS 180 MPH (290kps) OR LEss. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR LACH CASE, TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS cI ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R1502.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, GUARD IN-FILL COMPONENTS f 50 h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF PASSENGER VEHICLE GARAGCC E, 50" INCH EMBEDMENT LENGTH I HEIGHT FIRE AREA LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURESPROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH I R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 ;V4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE HIGHEST ROOF SURFACE 3 STORY BASED ANCHOR WITH 2 16 16 16 THE =15'-10" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH L E INTERNATIONAL RESIDENTIAL CODE STAIRS 40c THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016' 1 0 INTERNATIONAL CODE SUPPLEMENT. �= FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound 4.448 N, 1 mile per hour = 0.447 1/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1=0 FOR SI: 2 a. This table is based on 180 mph ultimate design wind speeds V, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 22'-2 1J 1 POUND PER SQUARE FOOT 0.0479 kPa, 1 SQUARE INCH 645 mm, POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 975 0. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel, APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) HILL ROAD WEST c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. S b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT OUTHOLD, NY, 11971 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES, THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES JOB DISCRIPTION e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS, Projects shall comply with one of the following: AREAS OF STRUCTURE 1, Section R401 through R404 1) This Plan Consists of the Removal of 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA the Existing Kitchen and Relocating the f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 3. The energy rating index (ERI) approach in Section R406 NEW BASEMENT NA Kitchen at the bock of the house and FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED moving the Dining Room to the Front 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA of the House. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BYCOMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR '14 sq. ft. 2) Replace Existing 6' Slider with a 6' g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b SM d Slider. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FERE GLAZED CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL U SKYLIWT cum W000 MASS FLOOR BASEMI FIELD CONDITIONS EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZDNE +A ffACTOR FENESTRATION RNALLIE FRAME WALL WALL RNALUE WALL RNALLIE SPACE c AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA 3) Install Windows on the East Side of ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R­VALLIE R­VALUEI RNALLIE &D07M RNALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMVISIONS DUE TO J�IKNOVN OR NEW BALCONY NA the House. THE PLANE OF THE TRUSS REAGENT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0M 0.55 0.40 49 20 OR 13+!P 8112 19 10113 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(l) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4) Relocate the Wall West wall of the BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(o) NA New Kitchen Approx. 2'-0" towards the For SI: = 1 foot 304.8 mm ATTIC (HOUSE)(b) NA West. 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 18, 2020 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: 5) Provide New Vestibule going From the NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ATTIC (GARAGE)(a) NA New Dining Room into the Garage, b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1066-2020 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. SCREENED PORCHES NA 6) Provide New Girder in the Basement. 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT "r 7) Optional Work to be Performed is to 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 0' CHECKED BY: NEW DECK NA Fill-in Existing (2)Garage Doors on the MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the WRITTEN AUTHORIZATION. COVERED PORCHES NA West Side of the Garage and install basement wall plus R-5 continuous insulation on the interior or exterior of the home, "10113" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COVERED ENTRANCE NA Windows THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulaticn at the interior of the basement wall. �F_HL DESIGN ASSOCIATES, LLC. SHLEi NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE/ CABANA NA 5) Frovide a New 16' Garage Door on THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in additrn to the required slob edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to STRUCTURE NA the North End of the Garage R PLAN"') IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ACCESSORY STRU h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 9) Frovide Platform Outside the Garage SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. Door on the East G 1 Side of the Garage CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved with Stairs. IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing n)t less than an R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF 10) Install New Flush Girder in the of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE Ceiling Above the Existing wall to h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation the West of the New Kitchen. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction, T) KEffiDBIGN-ASSOMTS,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION 1!,/ `. USE A MINIMUM OF j/%///j/ \�ij ;i; :; i%i//;/1✓,/,'�;''T"G%% % ,.;:,i%'✓ia l i'.: DOUG_ MTS20 L- TS20 _ TWO Bd NAILS THIS ALLOWABLE LOADS 2 LOAD SIDE OF TRUSS. r FASTENERS /: m ° PROVIDE EI HGAIOKT ON WITH TOTAL FOUR o SIDE OF CEILING JOIST LATERAL AND ON SIDE OF RAFTER /.' _- _ --- UPLIFT UPLIFT " CODE 8d NAILS ° i(2A '•r MODEL GA TO AVG (133/160) NAILS REF. INTO TRUSS RAFTERS/ TO TO ULT. F F (133& ° I� TRUSS PLATES STUDS (133) (160) , 2 = SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _cg TAKE-UP WASHER H7 16 4-6d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KER DESIGN ASSOCIATES c PROPER INSTALLATION PROCEDURES .%— 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) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO o ART 'x12 CODE 8d NAIL o � .° ° P0.Box 1675 phone: (631)433-9084 MODEL GA AVG 2REF. INTO ° Southold,New York 11971 E-Mail: ssbn654@optonline.net QTY DIA 1 2" 2}„ 3" 3 " 1}„ 2" 2�" 3" 3}" PLATES m° NO. MAX. TEAR ULT. LFTA LFTA ° WIDTHSPAN L ° EIGHT 8d NAIL INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates.LLC -.,71/7�1�"'%��/'���������. LFTA 16 2J" 17" 16-10d — 4200 1205 1400 5, 44, 85 STUD ° UWNERSHIP & USE CF DULUMLNTS: 2 DOUG-FIR LARCH / SO. PINE °o FASTENERS ALLOWABLE UPLIFT LOADS ° These drawings and specifications includingthe MODEL L AVG 10d IOd x 1�' CODE NO. ULT. REF. LFTA LSTA21 tad 1od x 1 " (133 / 160) (133) (160) ° ideas, design and arrangements represented therein, are the property of KEHL DESIGN °° ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-1Od 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which 0 MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 DETAIL "K" they have been prepared without Written consent. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNW- °° COUPLER NUT DETAIL 110 STU 8"— DOUG-FIR-LARCH Equal number of °' �SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified Halls In o° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF NO. TION (133/ each e n d Simpson Strong-Tie (100) (125) 160 G 515 645 670 i CS16 ART85"x12 LTP4 5 J 515 645 670 6, 39, 97 TAIL "Htt H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'"'(DF/SP) (133) HOLDOWN HOLDOWN ARTR-x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE N0. BASE BODY a 8 8 BOLTS LOAD DESIGN E1° GA GA HB SB W F B SO CL DIA DESIGN MEN RAISED OFF QTY DIA 14" 2" 2�" 3" 3 " 51" LOAD THE SIL PAT o o i HD2A 16 12 4{" 2}" 2J" 8" 2T6 all 1 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 12, 43, 82 0 7 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG WL STUD PLATE ULT. (133)2 DF / SP (160)2 RODE N0. SP4 3196 71" -1 Od x 1I" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 100 R (133) (160) REF. °° WORK; NOTES: LSTA21 20 1 21 1 -10d 905 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. REF. GA W L NAILS 00 R (133) (160) Simpson Strong-Tie STU g"- MSTA24 18 la" 24 1 18-10d 1 1025 1370 1640 1 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING CODE LUS46 TAKE-OUP WASHER C NO. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 0C. HD2A NOT FOR OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE N csls 150' 1a" t6 CLEAR SPAN +31" " 7, ao, 90 I�OI®STRUV�'I®� NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON -FI AR PINE A OWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS �� �� N0. GA W H B HEADERS AVG UPLIFT FLOOR (100)1 SNOW 115 ROOF (125) CODE tOd 16d JOISTS ULT. (133) (160) 10d 16d 10d 16d tOd 16d REF. BALL LIABILITIES S ONCENSE OFTHEIOCONT ACTIORER, PLACES DETAIL F LUS46 18 3�" 4J" 2 — 4_16d 4-16d 6076 1140 1160 _11000 1150 1250 7, 40, 127 DETAIL "I" CN W- CERTIFIED BY A HUS210-2 14 3r 9{ 2 8_16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL L ARTJ'x12 cj„— 1' SS A FASTENERS D -FIR AR H PIN A WA L L A SIMPSON MODEL AVG FT UPLIFT (133/i1 0) RLATERAL ODE N0. GA ULT. ENGINEER TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) 0 60) FF2 160 HGAIDKT 14 14-SDS”' 1 "' 4-SDS}"x3" 1523 435 435 1165 +940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 C TOTAL FOUR /• ® SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS MTS16 STu LSTA21 5„ ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 TOTAL FOUR �. • ° ' HD2A TAKE-UP o Strong-Tie I 8 TAKE-UP WASHER 8d NA LS TRUSS LSTA21 HUS210-2 L%`6 TWO FI 8 AIL 975 TO ° PLATES °p° TWO BdGNAIL 8TONAIL ° „ „ HILL ROAD WEST INTO DETAIL A STUD Sirlpson Strong-Tie PLATES °mo H7 8d NAIL ® tl tl SOUTHOLD, NY, 11971 INTO STUD Siirpson Strong-Tie DETAIL "D" DETAIL "G" DETAIL J H7 Simpson Strong-Tie LFTA ` ROD SYSTEM DETAIL "L" LFTA DRAWING TITLE: LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1st FLOOR 2'•IITHROUGH ROOFSV-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS I Roof ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 0 sq/ft / ROOF DRAINAGE I• CALCULATIONS AND I Icm� U = AxRxc LTP4 2.. PLUMBING RISER DIAGRAM A = 0 sq/ft LTP42 ' 1St FLOOR FLOOR C.O R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1,0 NOTES: tt tt V = 0 x 1 x .166667 = 0 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, C 4" F A. VENT 6" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ABOVE GRADE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie C.0, 4��.0. C. 0 / 42.25 VERTICAL FT. / FT = 0 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL nBn F t 0 O r-t O- t 0 O r Connections Ridge Strapping 3 3 To SCWA APPROVED DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SOUSE SEWERAGE SYSTEM USE (0) 8 DIA. POOL 5-0 DEEP = 0 V.F. LTP4 Detail PLUMBING RISER DIAGRAM (NTS) OR UNFORESEEN FIELD CONDI110NS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie TRAP FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 0 / 22.3 VERTICAL FT. / FT = 0 V.F. SEAL: DATE: USE (0) 6' DIA. POOL 6' DEEP = 0 V.F. MAY 18, 2020 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT NO: EQUAL TO OR GREATER THAN THE RECUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF 1066-2020 DRAWN BY: NO SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO BDK g p POOLS (1/2 OF THE ROOF TO DRAIN TO EACH All gamin hardware shown on these fans, J>.. unless otherwise indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE •�,. .,. .,,y <<,. .,i CHECKED BY: POOL No substitutions are approved or authorized, , MAINTAIN MIN. OF 20 FEET FROM SEPTIC •`� '� ' • � �'� S5F1EET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). Due to the relationships of framing hardware toa .._-_-- LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES- A the other components of the structure, any gaming COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES a `� hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 5 G2 null and void, and will result in the installer/contractor >.4 �,: assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. ' s fiu, tQ` performance of the entire system. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS "'' DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ® IEHLDESIGN•ASSOMTES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) l / 1L µ 1711 UU KEHL DESIGN ASSOCIATES �c residential & commercial design " consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654Qoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC JWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented asement _ _ _ \\—(2)2x4 To P Plate therein, are the property of KEHL DESIGN Basement F ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Garage Wall to be Covered I I Provide New 3'-0" Fill-in Existing with any work or project other than for which with � Type "X' Sheetrock i i Opening Door to Garage they have been prepared without written consent. Lj U c3 p O O O 29 II 2x4 Studs - 1611 Garage REV: Match Existing Floor Height I I 12-27-19 N TJ1230 x 9z' Floor Joists -16"oc. I I 2x4 Shoe cV N N N N N N CV N CV N N N N 14'x92" LVL Box Bm. _ _ — - - _ _ — _ _ _ _ _ _ _ _ — _ — B 2x6 ACO Plate Existing 4" PC, Slab Verity(3) 2x4 studs Provide New Handrail 4"x 6 ACO Plate x6 ACO Plate under Bearing Point on Side With No 2 g Handrail 11 — — •o New (2)14"x92' LVL Girder - - - - - - CROSS SECTION A � 0 0 New 3° Dia. Steel SCALE: 1/4"= 1'-0" Column on Footing � Basement 101 o s WORK NO-1 ES: 13 Basement o CD cD co N N I I — x N a 2-0"x r-C 8N o o o o 0 . 0 Conc. Ftg. w/ (5)#4 Rebar Equally x Spaced (E.W.) N N N N NOT FO R �2-7 CONSTRUCTION USE UNLESS tt CERTIFIED BY tt C z6 - 16"oc. (3)14"z 9q" LVL Flush Header PROFESSIONAL •i X I�Floor Joists (Living Room Side) ENGINEER I I A Existing Flush Header or Install A 301 New (2)14"x 94' 301 LVL Flush Header ,. �--2'-1�" 2x10 - 16"oc. eiling Joists Existing Flush Header or Install Provide New Stairs Existing Flush Header or Install Fill-in Existing New 2 1 "x 9l" LVL Flush Header \ I I Open Stringer on LH 3" 1" Garage Door 4 a \ I i I Side Wth New Handrail New (2)14 x 94 LVL flush Header Openings inKitchen \��# I 113RTreads Living Room PROJECT: Foundation L\ Detail Detail NEW PSW8068 A101 � 101 _ II ,l, Existing Garage L%03 E l!5 _T 2x12 Floor Joists - 16'ac. r Remove Existing 3 o, o Z N "O I Support Between ; 2Provide New Handrail HILL ROAD BEST Garage Doors on Side With No New (2)1"62"' LVL Girder Handrail SOUTHOLD, NY, 11971 Optional Provide New 16' Garage Door Basement Opening in Aron Detail Detail New3" Steel —Column on Footing Foundation A101 DRAWING TITLE: I PLAN 2'-o"x 2'-o"x s" 2'-o"x 2'-0"x a° AS NOTED Cone. Ftg. w/ Conic. Ftg. w/ (5)#4 Rebar Equally (5)#4 Reber Equally Spaced (E.W.) Spaced CROSS SECTION B NOTES: FOUNDATION PLAN SCALE: 1/4"= 1'-0" 101 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY THE 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 SCALE: 1/4"= 1'-0" 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: MAY 18, 2020 PROJECT NO: 1066-2020 DRAWN BY: BDK A. 9" � j4""�; CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE A g r © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT , '- LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE m��'� Q r �68 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. "°� -- R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS , . - DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHhDMGN"ASSOQATES, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. LU KEHL DESIGN ASSOCIATES uc Existing Deck residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 NEW Existingg Existingg Southold,New York 11971 E-Mail: ssbn654@opfonline.nef PSW8068 PSW9068 FSW6068 (2)14°x 92' LVL Hdr. Kehl Design Associates,LLC•formerly D A K Associates,LLC 11 2' 0° .... "'_7,%/J�/,�j//7z- 154 __1 o OWNERSHIP & USE OE DOCUMENTS: 2x10 - 16"oc. Ceiling Joists These drawings and specifications including the V CO ideas, design and arrangements represented p W N therein, are the property of KEHL DESIGN Ln ASSOCIATES,ASSOCIATES, LLC. No part thereof shall be Z z o copied, disclosed to others or used in connection with any work or project other than for which �x o 1 they have been prepared without written consent. N � � �{ = Bedroom o o • ,� o a - Living Room REV: —� 12-27-19 w UL. o I zzrn ---J B U x AID - 16"oc Ceiling Joists W� O V Verity(3) 2x4 scuds B a 3 under Bearing Point 2 0" Existing Flush Header or Install — (2)14'x9d' LVL Flush Bm DN II I Ill 11 D I co �ro 7 I wN _ 1771 I ✓ (�� Walls to be Removed 1 n= 1 Existing Flush Header or Install Provide New Window F — — — — — — I 1 �',- ilio = New (2)14"z 9;° LVL Flush Header and Opening Remove Kitchen Cabinets o o N Bottom of Window I r � - I I �L' U Y 11` WOR K NOTES: Trim to be 36° AFF. I I u o � ' ' III � o Bath J o N o Wall to be I ? 0 I Removed J III N= �M Room V � ' N _ n J I o 4'-O0_High Wall Above— _W I Z 4'-0"High Wall Above Z N Line of Ceiling Joists Hung Fro. Rafters ill Line of Ceiling Joists Hung From Rafters I 11 Bedroom o o Dining III Room o z �� NOT FOR 111 ExiExistingNW`N Wall to be Removed—­F III 2846 CONSTRUCTION L — — — — — — -11 I I Fill-in Existing Remove Kitchen Cabinets I I Door to Garage USE UNLESS a Provide New 3'70 I I I CERTIFIED BY )1q x 91' LVL Hdr. PROFESSIONAL � J Z EXISIIng ENGINEER 3346 : W 68�8 (2)14"x 9Z"LVL Hdc provide New Vestibule o � 12'Hr. Fire-rated Area to Garage and Qnd A rnbly Outside Walls and Ceiling to be Fire-rated with a o g" Type "X" Sheet(ock as per the 2020 Residential Code of NY State 0 a PROJJECT: Existing Ceiling Joists - 16'oc. I I t00" L E KI E I "OPE KAUI I M Existing Garage o 975 ID X � � CV - C� Me HILL ROAD TEST N SOUTHOLD, NY, 11971 Existing Ceiling Joists - 16°oc. •v ( � a DRAWING TITLE: Optional Provide New 24" Apron "See Detail" FIRST FLOOR PLAN Existing Existing r 2846 2846 NOTES: -0" 10'4i --0" a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 22'-0" © COPYRIGHT 2020 KEHL DE IGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE WRITTEN AUTHORIZATION. ALL LANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE To UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVE.Y TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: MAY 18, 2020 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ^� F :,. . 1066-2020 FIRST FLOOR PLAN Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DRAWN BY: agencies Prior to construction, BOK SCALE: 1/4"= 1'-0" ;{ y,r,� •° ``�s'$f ^ CHECKED BY: r. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ' SHEET NUMBER: R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES � Al �� b�1. � CONSTRUCTED AS PIRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. \V � ;: f?r R301.1.1 ALTERNATE PROVISIONS _-, � AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KIIrD1MGN•A%"TES uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES l�c residential & commercial design . consulting 1111)1 I IJ I I I I I I I I I I I I I ililPC.Box 1615 phone, X631 433-9084 i Southold,New York 11911 E-Mail: ssbn654@optonl1ne,nef I U L1J I U L�1 LLJ I I S ILI I I II I I I I ILLI I I I I I I I U I I I I�I I J u u�I ll_ I lul II DLII ILEI 11 II ILLI IFIL II lul II ILLI lul IJ IIII II �I II IIII LLQ I �� II II II II II III LI _ Kehl Design Associates,LLC e formerly D A K Associates,LLC ILLU 1L !WNLkS'HIP & USE/OF L)OCUMLNTS:i// These drawings and specifications including the ideas, design and arrangements represented i therein, are the property of KEHL DESIGN PL] L ASSOCIATES, LLC. No part thereof shall be IIII II II L III IL1 copied, disclosed to others or used in connection L-LL LL Ll Ll with any work or project other than for which I III II U they have been prepared without written consent. W L�LI_I��V 11 I ll WEU L L1�1 LL111 11 llm� H 11 HHH 11 • REV: 12-27-19 / / WORK NOTES: NOT FOR CONSTRUCTION SOUTH ELEVATION USE UNLESS CERTIFIED BY SCALE: 1/4"= 1'-0" PROFESSIONAL ENGINEER i1Ll �III�Illi IIII I�I i�llll II III I I II ��J II II I II�I II I�II fl l� l LI II I�UI Iul 11 ISL II II II II II PROJECT: Ul u II �E IIID II �L II I I IuI I loll lily r/ U U III LiLw U L%S Em L LE 1",IC; E 975 HILL ROAD WEST i // I, SOUTHOLD, NY, 11971 IL DRAWING TITLE: ELEVATIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EAST ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKIIOWTJ OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4" 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. = ' SEAL: DATE: MAY 18, 2020 PROJECT NO: 1066-2020 DRAWN BY: - �iiai•y,T �e"yw BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE1 SHEET NUMBER: R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ' = COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE t.. `A; 16 � ry" a , A 10- 3 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS ` r� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS �''"'' 4 DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KE&DESIGN-00CIAM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. // KEHL DESIGN ASSOCIATES,�c residential & commercial design • consulting PO.Box 1675 phone, (631)433-9084 Southold,New York 11971 E-Mail: ssbn650optonline.nei I �I ]- l LL LL I LL Kehl Design Associates,LLC e formerly D A K Associates,LLC Ll U I�� ISI L1 1] Lt—LiLtLILMLL UWINLkSHIP USE OF DOCUMENTS: LIULIL iL­­1LdiLLLL LL IIII These drawings and specifications including the LLLLLLLILideas, design and arrangements represented therein, are the property of KEHL DESIGN 11L I= ASSOCIATES, LLC. No part thereof shall be cropied, disclosed to others or used in connection -�--W- with any work or project other than for which they have been prepared without written consent. � Lll LI_WJ I LJ LJ1 �1 1�ISI I I I I II I ISL ILII Illi REV: LLU 11 11 1 11 Hill I III 11111 11 111 1111 LiLLL] 11 11 L 11 11 111 lI III II I1111 III �1111111 JIE EEL - N L O WORK NOIES: NORTH ELEVATION_ NOT FOR SCALE: 1/4"=1'-0" CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER I I I 11 �\ ;PROJECT: 1 LLII_Jllll OLSEH i '2 975 _ HILL ROAD BEST ;� �� SOUTHOLD, NY, 11971 DRAWING TITLE: ELEVATIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL WEST ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOI-EY RESPONSIBLE FOR FIELD FIT THE 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. SCALE: 1/4"= V-0" SEAL: DATE: MAY 18, 2020 PROJECT NO: 1066-2020 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR t ' �� ,;' SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF o� COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ���, Al 04 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE «'/ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS .�.� � . AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KMDERGN•ASSOQATP.4,uL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.