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HomeMy WebLinkAbout47614-Z OQgU Ol,��o Town of Southold 9/25/2024 G a y� P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 col CERTIFICATE OF OCCUPANCY No: 45580 Date: 9/25/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 150 Red Fawn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 79.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/7/2008 pursuant to which Building Permit No. 47614 dated 3/29/2022 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: addition and alterations, includingeg screened porch altered to sunroom and finished basement with walkout patio(no bedrooms in basement),to existing single family dwelling as applied for. The certificate is issued to Wood, Sarah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. . 47614 9/10/2024 PLUMBERS CERTIFICATION DATED 7/16/2024 *attitukPlumbinfi 0- - Au on Si nature i suE 04 _ TOWN OF SOUTHOLD BUILDING DEPARTMENT C, $ TOWN CLERK'S OFFICE oy •� g 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#: 47614 Date: 3/29/2022 Permission is hereby granted to:, Wood, Sarah 160 Red Fawn Rd Southold, NY 11971 To: ALTER BASEMENT TO LIVABLE SPACE AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 36336 At premises located at: 150 Red Fawn Rd., Southold SCTM #473889 Sec/Block/Lot# 79.-2-7.1 Pursuant to application dated 3/29/2022 and approved by the Building Inspector. To expire on 9/28/2023. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building I spector TOWN OF SOUTHOLD �llt,cd�y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy.. 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.#: . 36336 Date: 4/20/2011 Permission is hereby granted to: SARAH WOOD 150 RED FAWN ROAD SOUTHOLD, N.Y. 11971 To:' ALTER BASEMENT TO LIVABLE SPACE AS APPLIED.FOR. REPLACES EXPIRED BUILDING PERMIT # 33809 At premises located at: . . . 150 RED FAWN RD SOUTHOLD, N.Y.-11971 SCTM.# 473889 Sec/Block/Lot# 79:-2-7.1 Pursuant to application dated 4/20/2011 and approved by the Building Inspector. To expire on 10/20/2012. Fees: PERMIT RENEWAL $200.00 Total: $200.00 Building nspec - FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33809 Z Date APRIL 9, 2008 Permission is hereby granted to: MCM HOMES INC. 6 CHERRY LA. MT SINAI,NY for BASEMENT ALTERATION TO LIVABLE SPACE AS APPLIED FOR at premises located at 150 RED FAWN RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0002 Lot No. 007. 001 pursuant to application dated APRIL 7, 2008 and approved by the Building Inspector to expire on OCTOBER 9, 2009. Fee $ 200 . 00 Authorized Signature COPY Rev. 5/8/02 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. New Construction: d Old or Pre-existing Building: (check one) Location of Property: ��� 1�B Zev A-) JCIa-1*14 �Gp House No. Street Hamlet Owner or Owners of Property: ��- Suffolk County Tax Map No 1000, Section Block Lot -7 Subdivision Filed Map. Lot: Permit No. 3 3 S Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 1/ (check one) Fee Submitted: $ Appfi�caiitignature o�*oF So�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 �� • �o Jamesh southoldtownny.gov Cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sarah Wood Address: 150 Red Fawn Lane city:Southold st: New York zip: 11971 Building Permit#: 47614 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: TBEST Electric Electrician: Thomas Best License No: ME-49446 SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 60 Ceiling Fixtures 36 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 60 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 50 4'LED Exit Fixtures Sump Pump 2 Other Equipment: 1 fridge,1 micro,1 dishwasher,1 gas cooktop,1 ice maker,1 stream unit, 1 gas fire place, 1 electric fire place, 1 towel warmer Notes: BASEMENT/KITCHEM/MASTER BATH ROOM Inspector Signature: Date: September 10, 2024 150 red fawn In TownRa11:Annex Tele hone 631 7 5-1802 54-375 Maui Road 3 F:CO.Bax 1179 S + i a Southold,'NY 11971=0959 ,.. JUL 1 9 2024 BUnPWG:DEPARTIVIENT:. Towle of soUTHOLD BUILDING DEPT. TOWN -yF SD'UTROI CERTIFICATI'O a Date: Building..Permii fNo. 7 f owner; 5w h Y V0®19 (Please print) Plumber: G (Alease print) 1 certify that the solider used in the water.supply system contains:fiess:than 2/10 of 1% :lead! (Plumbers: tgnature) Sworn to before me this 1 �p day:of J(ALA CHO SEA L. CHAL�ONE Notary P,.,'.'ic. State of New York gistru<<on#01CH6287106 Qualified In Suffolk County ,ommission Expires Aug.5,20 c_ - -- — Notary Public,. . V o,:I County L�3 pF SOUTyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST S��OUG�NPL�BG.�, [ ] FOUNDATION 2ND [ ]CAL TION FRAMING STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: a DATE �� INSPECTOR OF SOUTh�6 1 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 N INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] #CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION 1[ ] PRE C/O REMARKS: o6 A Vm v -v _t KiA 60 was DATE INSPECTORRU �o'Alf SOOTyO�o TOWN OF SOUTHOLD BUILDING DEPT. °`ycoUlm, 631-765-1802 INSPECT ON [FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR /O [ ] RENTAL REMARKS: �e DATE INSPECTOR "JUL - SOUTy°� s7c/ .90a iF� 1 # # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL-13G. [ ] 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 [ ] RENTAL REMARKS: 7 7,�V RJ6c, DATE t% Z INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. courmN�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] SULATION/CAULKING [ ] FRAMING /STRAPPING [v FINALS. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O [ ] RENTAL REMARKS: e6vt bw---:� wzm cpb� ,4,t4it cpA - u O� ( Tn DATE -�V Y17 INSPECTOR a0f SOGTy L-1 426 160 C./` FaUJVl' # } TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] (PRE C/O [ ]' RENTAL REMARKS: 6+eCj -o� 6Lt n/,bcvn DATE INSPECTOR SOUTyO� �`{ G(� `� `�V r%RLl rkwVc V-u.- # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ _-] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Vj .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: "a. `►�+. v� A- o( 14�cT c&;k rr4L%9 eA( dcl kf-j Cz Hood eve 0` L olis� ker -\,/kJchaA Lkc(' micI-O yleytoj &I--01 2Z-1d Up�l Sh u1�t 5h��' e C.c e( !;V v� UAWs �- ,revvt DATE a a INSPECTOR SOUIyO� 76 `q � o h � VL �'.+� # # TOWN OF SOUT OLD'B ILDING DEPT. coum, 631-765-1802 INSPECTION [ ] .FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ :] FOUNDATION 2ND [.. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] 'FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: e °yl 'K'TC.e,�f/1 DATE A4 INSPECTOR Nora Mueger, PE (631)655 8489 July 15, 2024 RE: 150 Red Fawn Road Southold, NY To Whom it May Concern, This letter is regarding the pool and residential home at 150 Red Fawn Road in Southold, NY. I certify that the rebar in the pool meets the current NYS Building Code. I certify that that the insulation in the kitchen and master bathroom at 150 Red Fawn Road meet the current NYS Building Code. I certify that the new sunroom foundation at 150 Red Fawn Road meets the current NYS Building Code. I certify that the insulation in the sunroom floor at 150 Red Fawn Road meets the current NYS Building Code. . Should you have any remaining questions or concerns please do not hesitate to reach out. Sincerely, Nora Mueger F NEW y p MUfC���A�f' �t r F` 2 2 V CFO 104784 FESSIONP� Page 1 FIELD INSPECTION REPORT DATE I. COMMENTS FOUNDATION(IST) y -� ------------------------------------- 3.�' 1 FOUNDATION (2ND) r z 0 , - O Ott' - y ROUGH FRAMING& a PLUMBING LNSULATION PER N. Y. — -- C/J y STATE ENERGY CODE a G 6 W l^ Pcm d�'Y�o• _ FINAL n m0 l Q t ADDITIONAL COMMENTS Ac, P2-0- zq- aa. •Few 150 . co e, �7f VV94 0,hAnie-r ., b�'G 4- S c / A- -ata z e Q 41 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 r TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check,fi� % 9 Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 r Mail to: Disapproved a/c Phone:.S r 6- ?/6 e— 9`7 o Expiration !o ,20,Q) CNN �} Building Inspector L►u! APR =;7 J APPLICATION FOR BUILDING PERMIT �— . ---� Date 20 0�?? INSTRUCTIONS 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 'l`�G VC>� _S_N\C- (As on the tax roll or latest deed) If 4pplicant is a corporation, sigqature of duly authorized officer HMV-11"VI tNOFO (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro ose work will be don �5o House Number Street Hamlet County Tax Map No. 1000 Section - 1► Lot Subdivision Lot vem r�uw1�4trlSaa�ts� 7i�5 g0 3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ra 44 (Description) 4. Estimated Cost foO It 000> Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1 pe Rear I ego ` Depth �01 Height 7C) Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth \\ 10. Date of Purchase 0 Name of Former Owner �'�c NoL--'b\\zk 6-s 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO < Will excess fill be removed from premises? YES NO, 14. Names of Owner of premises Address (oC- Phone No.,,�5t6=?Ei,6=�?o� Name of Architect qMto.A, '�W'6,' Address Vnk,,gkv;;�, Phone No 615k Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO C * 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 OF5 I ) (�i(,k)p_gQ 12—. f40AQSoy%— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 w n e tr— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of &rl 20 d ;--O-a 'A -- LA bLZ'- Tj Notary publi MObr) Signature of Applicant Gwlille�d in 1 OCou �y Cammissioe Expires March 19,70� Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, 5 UjC,k)D residing at I56 Rq-b (Print property owner's name) (Mailing Address) do hereby authorize �- (Agent) C KF_N` AF 5ac�n1 A�Ssoc_ �Lc 1 to apply on my behalf to the Southold Building Department. ner's Signature) (Date) 0,�x (Print Owner's Name) D E C E 0 �O�OSVFfO(� SEP 2 3 20AUIL I DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD H Building DTpymrhlaJI Annex- 54375 Main Road - PO Box 1179 o • Town of vouthold Southold, New York 11971-0959 4% Telephone (631) 765-1802 - FAX (631) 765-9502 lameshA-southoldtownny.aov- seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9 la t I ao a It Company Name: --F fS C-s-r '!- l C- (L.C- Electrician's Name: (�� TU- LicenseNo.: M F' -y q y 4( ,.E_lecc. email: eTc Ic, �qy L1i Elec. Phone No: l- 3 - l request an email copy of Certificate of Compliance Elec. Address.: (l.5 7- Gf rynCkC JOB SITE INFORMATION (All Information Required) Name: Sq.�o`,1� U-1imct Address: I Gc) R e �0..�. Qw d- S© b My 14 Cross Street: f3OCT 12 C3"Ul Phone No.: Bldg.Permit#: q 7(o Iq email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearl ): AL-7-e"�'Cfrl o(2S - K 7-c lze(L/ EQ.s e r-t,erLT�'t�STe C ' ,I V, Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In Inal Do you need a Temp Certificate?: 0 YES E]40 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood ReconnectOService ReconnectOUnderground ElOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �Af yam- r F; -WILDING,D.EPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - V - bu,`zvMis°�t'v �owvn_ Hall Annex -:54375;Main Road,- PO Box/1'179 ` f rows of sou ld,'Nevv York 1 Southo �1 971`0959 ; }' Telephone (631) 765-1802 - FAX (631) 765-9502 :._ �'ogerri-southoldtownny.gov w seand(u)_southoldtownny.gov , APPLICATION FOR ELECTRICAL INSPECTION,' ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ('b , Electrician's Name: i _I License No.: 5 Elec. email: Elec. Phone No:(3k_�T�. � request an email copy of Cert`I€+ to of Compliance Elec. Address.: .SOS SITE INFORMATION (All Information Required) Name: Address: I<�-Z i�e - � � t-+� mac. �� Mg j(`k-j � Cross Street: Phone No.: Bldg.Permit#: LA email: Tax Map District: . 1000 Section: Block: Lot: 1 BRIEF DESCRIPTION OF W RK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Nees ;C3VOMEN= SW, ,_ �����5 rT �� Jc�nTpe �AaA uare o is S q F otage: T� ,g Circe All That Apply: Is job ready for inspection?: YES ❑ NO Rough In' ' I ❑ Finai Do you need a Temp Certificate?: _ 'YES FINO Issued On Temp,Information: (AIl information!required) Ph❑3 Ph Size: _ A # Meters O!d''Meter# Service Size❑1 _ [—]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 121 L]2 H Frame: Pole Work done on Service? Y N Additional Information: PAYMENT'DUE WITH APPLICATION = ' C )X PERMIT# Switches Vk�, Outlets t-�" GFI's lu Surfacel—K—k Sconces—rtt— r H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro } Generator Combo Cooktop �,S Transfer AC AH Mini l Special: Comments. `� �� S Ll 2 9. 14 • -� sue+-- xce a A, �, OF SO(/j�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G�O • Q Southold,NY 11971-0959 �yCOUNT`1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Sarah Wood 150 Red Fawn Road Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 150 Red Fawn Road, Southold, New York TAX MAP NUMBER: 1000-79-2-7.1 Pursuant to Section 144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Expired Building Permit#36336 issued 4/20/2011 and construction beyond scope of Building Permit CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Permit has been renewed and amended plans submitted and approved by the Building Department FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: March 25, 2022 Joh J. J rski Sen r ildin ns ector IT SHALL BE UNLAWFUL TO REMOVE T IS N TIC T T WRITTEN CONSENT OF THE ISSUING AGENCY. ley Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASS ESSMENT FORM 01 PROPERTY LOCATION: S,c.T.M.M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF tgpp �� pZ '�� STORM-WATER,GRADING, DRAI AG 'AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. — — Item Number; (NOTE: A Check Mark(-I)for each Question is Required for a Complete Application) Yes No — Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will Include all run-off created by site clearing and/or construction activities as well as all Site F] Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl _t/ El S Will this.Pfoject Require any Land Filling,Grading or Excavation where there Is a change to the Natural ElExisting Grade Involving more than 200 Cubic Yards of Material within any Parcel? I/ 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of El r� Five Thousand(5,000)Square Feet of Ground Surface? _ j Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? F] r� 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to a t V' One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off M t into and/or in the direction of a Town right-of-way? JC $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site'Preparation within the One Hundred(100)Year Floodplain of any Watercourse? — JJJLLL NOTE: If Any Answer to Questions One through Nine is Answered with a Check Marie in the Box, a Storm-Water, Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Perrnitl ——— ———— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? / Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! V ---------------------------------------------------- STATE OF ND«l YORK, �+ COUNTY OIL. J..... . .I.k.................SS That I. ....... .... .i. ®�1.......` ' , •�.•�•.... • .� .•�.�... .. beulg duly s���orn,deposes and says that he/she is die appGcaiit for Pernit, (Name of individual signing Document) Anclthat he/slit° is lie ...............0..Lonie_�......................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,e(c.) Owner and/or representative of die Owner of Ow�ier's,and is duly autiorized Lo perform or have performed the said work and to make and file this application; that all statenients contained in this application are tiue to the best of lus luiowledge and belief;and that.die work will be performed in die manner set fords in the applicatjon filed hererArith. Sworn to before me this; ................. ......................... day of.... !T'.1....,.................,.. ,200? NotaryPublic: -...,. ................................................. .......... ........................ (Signature of Applicant) FORM - 06/07 .61 Qualified in Suffolk Count Cornmission Expires March 19, 1L o��oF so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT September 16, 2024 TOWN OF SOUTHOLD Sarah Wood. 150 Red Fawn Road Southold, New York 11971 The Electrical Inspector stated a different electrician completed the work for BP 47614 so a new electrical form is required (attached). � did TO WHOM IT CONCERN: U^tp f � 4 The items marked below are required to obtain your Certificate of Occupancy �l 10 Chapter 236, Soil stabilization required. f 441e, C .Electrical Underwriters Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 47614-Z Alterations pF SO�jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road y �r Fax(631)765-9502 P.O.Box 1179 G • O Southold,NY 11971-0959 �Q �yOUM`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE January 19th 2011 Sarah R. Wood 2300 Pine Neck Road Southold, N.Y. 11971 RE: 150 Red Fawn Road (BASEMENT ALTERATION) SCTM: #1000-79.-2-7.1 Dear Ms. Wood, Please be advised that your Building Permit # 33809 issued April 9th, 2008 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $200.00; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department ; Permit#: 33809 54375 Main Road ILI, Southold,New York 11971 Permit Date: 4%9/2008 . • W (631)765-1802 . l ��" Expiration Date: 10/9/2009 Parcel ID: 79.-2-7.1 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 3/21/2011 Applicant: SARAH R. WOOD Location: 150 RED FAWN RD SOUTHOLD,N.Y. 11971 Work Description: ALTERATION ALTER BASEMENT TO LIVABLE SPACE AS APPLIED FOR. A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: SARAH WOOD Address: 150 RED FAWN ROAD SOUTHOLD,N.Y. 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. Cop THANK YOU, 7010 0290 0(102 8968 2178 SOUTHOLD TOWN BUILDING DEPT. Young & Young till / / 400 Ostrander Avenue. Riverhead, New York II90I Lot 2 63I-727-2303 N Subdivision- "F""tbrook At i Howard W. Young, Land Surveyor b F (Vacont) BayV1eW. / / Thomas C. Wol ert. Professional Engineer �•gt $ / Robert C. Taal Architect b 586"07'2p"E / Ronald E. Pfuhk Landscape Architect D a ouglas E. Adams, Professional Engineer j $ W E 4 952AW / o " - HE EPARTMENT ------------------ sz.ss " 1e EXCAVATION INSPECTION REQUIRES' o;�r� � i OLK tbL'NTY DEPARTIYlGNT OF HEALTH SERVICES g 2 '�oR tr 1-021 S'3ANITA Y YcT / o`��� a RLd w EM OFQF PEFi4��r�:;:: PPROVALJFC0N=JL-_;C'11ON FOR A EY HEALTH DEPARTMENT % „ n,� Maui a IzuU4 o r�Alms rs;;vc:ONLY � � b I Q e .� DATE iO rer • ry' Z m� C4 4 0 APPROVED. _ / z Q asc�, i ; m w / 0 � 1itIF t or.�2. �� --—_-- EX PIP S T31. Yl::kS FRit.. DATE OF APPROVAL 4 SURVEYOR'S CERTIF ION 1�1') rh n,4r R /Q'� (� �ys� • FcFBY CERTIFY ToIEW CL qb, p CHICAGO TITLE INSURANCE C °� C CQ SURVEY WAS PREPARED IN ACCORDAN a C O PRACTICE FOR LAND SURVEYS AD k STATE ASSOCIATION OF PROFE5510 mry,° s�2j4o �� 1 \ 1#+/112�aL—�t�• <i 4589'� o Sir l b e $ 'z 2o• ho `\ HOWARD W.YOUNG,N.YS L.5 NO 45tl9S LAND`' a ,� n 8 NpN,bls�uieg o �/ U) o-l( SURVEY FOR o �GZ7-, , h °C U a BAWIEW GLUE, INC. of 1Qe o` W"LOT I "FORESTBROOK AT BAYVIE NO k U At Bagvlerl,Town of Southold N7�?7 ' nu, °��� Suffolk County,New Yorks No h Q R County Tax Map muia 1000 s tw, wo& 02 Iot ?.I �TH B�Y�/� 26q/q BUILDING PERMIT SURVEY e Ip� '• o NOTES AMENDED SANITARY SYSTEM MAR 14,2005 AREA = 109 096 5Q.FT SURVEY MAP Nav 6,2004 "F • SUBDIVISION MAP- ORESTBROOK AT BAYVIEW FILED FIELD SURVEY COMPLETED NOV.4.2004 e IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON e+ JAIE 15,2004 A5 FILE NO IIII9. i S.,wsa:r xr •,warort rwm .srw�eer JOB N I"e5O' ebS 0 •xMe race JOB NO.01 4 5-00 DWG 2001 145_0001-2004_0668J7p C V Ec>SCREENED FORC - ----------------------------------------------�;; ----- ------t -----------;W....... ------- ------ ------- "P :1gpgy R !1 V N ii ii n i N 2 ---------- ----- N V N ------------- ---------------------- -------- III II -M r :3 AS 15*TH .....aT0mffff—.-v1 GATHERING 6A -------- #i KITCHEN r W9 Z; -------------T-7 --------------- -1-1-1----------- I . e .4, X lk PINING Ro m E - LIVING RC M TR OYER m. ----------------- ...... MAST BEDROOM 5EDROOM .......... R.A. ARCHITECT P C 4, 3,417T GQ IFT. 114 -1-0 ESON BAYVIW LOT I WOOD R PLAN BOIITHFIOID,NEW FIRST FLOOR Nm 140ME FOR, LLql MIKE MATH RK xe ------- -------------------------- ------ -- -- ------ ---- ------------------------ -------- --------------------- --------i�� L�j---------------- j ---------------- ----------------i----------------;;;-j ------------- BATH ii Ap, olo SIrrNG 4RFA/LOrT Eli yq lit: ut --------------------- it -- ------------------------ ..........--------------------------------------- -------------- BomsiRoox i wE:)ROOM-2 ESWRO 3 0 - it It it ------------------- --------------------------------------------------- 4&- r- 7w NEW BATHROOM BRIAN A,RAPP,R.A. ARCHITECT,P.C. 2ND FLOOR FLOOR FLAN —e po.—♦.k I- 3;w am FT. 1'-0* NSU HOME FOR. ANE 10,2006 MIKE MATHESON IBAYVIEW LOT I or_Oor. THE MEADOW WOOD SOUTWNOLD,NMIJ YORK A. 3 ----- ------ ---------- ....... ....... .... -------------------- -------------- ------------ -----------4--------- ---------------- -------------- --------------------------------------------- T-------------- 4:0-- ---------------------- ———--------------------------------- ----- -- ---------------- • -------- --- ------------------------------------------------------------------------ F -------------------------------------------------------------------------- CELLAR 4 P.C.BLAB W1 0):&'X 0 GA U11M CEfUNG WGWF -------- ------ 'it ---------- ------ ------- UNEXCAvATEP ------------------ --------------------- -- ------------------------------ --------------------------- ------------------------ • 16" ----------------- ----------- ........... ----------- ........ - ------- ............... ------ -------- ------------- ----------------- ........ --- ----------- r-CUNDATION PLAN BRIAN A.RAPP,R.A.ARCI41TECT,P.C. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA PRESCRIPTIVE DESIGN FROM WOOD FRAME roNSTR=TIDX MANUAL KF" GROWO WINDr DAMAGE FROM SNOW imn NEW HOME JUNE 10,2006 R, TERMITE I DEC FORT 3F.-TO LOAD SPEED 0-TPHJ I CATAGORY MIKE MATHESON M0093 mi SLIGHT TO I BAYVIEW LOT I 45 W MPH G SEVERE HEAVY MODERATE 11 DEa,R THE MEADOW WOOD SOUTWHOLD,NEW YORK A-.—I --------------------------------- I i I I------------------ I I I I I I --------------- I I wa.cu,c.�mu I I I I e� .___---_----------------------- -------------------------------------------------._------ ______________________________. FRONT ELEVATION W ii fd i 51rt ed nll•e°elwen ' Pmrb ee' R+val.eeUrcm r •• i• r t I .____.�.____._.________________f... ._. ......... ____ ----------- _.-._._ __ .................__ ____ ..�, N.m Mrb GeUm°n : • i i � i� I� ; Ivr m ' •' ` kaaw r m ; 1' ....... ,r r I r PLUMBING RISER DIAGRAM A RAPP,R.A.ARCHITECT,P.G._ <Wn Pir+ NOT fo M�e O Rir{p Pak Naa IIIDf Wt f w)�MMax ��.�. NM HOME FOR, MIKE MATHEBON •uNE 10,406 006 BAYv • THE IlTV1HOLD Mt WOOD °•.., BO ,NM YORK A- 4 NOfE�VENT ALL CONCEALED RAFIBi SPADE amn�,me 'wwammiuwsma ABOVE MB'.AATION TO THE D(IERIOR AS PER MU YMR STATE CODE "'��•'�°4X° m ----- ----- �mm ® � � -________________ c i I .________________________________________ ________-_________________-----________ ________________----------------- REAR ELEVATION BRIAN A.RAPP,R.A.ARCHITECT,P.C. �'•Bitl R" •Ne,Plse .c'�. . ICIr�Pnk NV YaR Pd IU, a�)BI{atfp .' � ,r..y NEW HOME FOR, w•o°"� MIKE MATHEWN BAYVIBU LOT I THE MEADOW WOOD L BOUTHHOID,NEW YORK A- 5� 771 ------------------------------------- ---------- Fj a` _____----______________________-______________________________________________-____:__:-__:_---_-___:__-----_-- --::_-_----______-_-:_-_---_--------_ RIGHT SIDE ELEVATION ----------------------------------------------. y 0 e".... Pon �'FPA7Zil I 7PAZ FPA Zill M a I ---------------------------------------------- -----------------------------'� 1----------------------- BRIAN A.RAPP,R.A.ARCHITECT,P.C. ..-----------------------------------`----I f----j s rx.Pme ...................................._-..-.....--____.._-..-..----•-.___---..--------.-.--_-._----_..-..._.-.-....-..-.--_..----..--.--.--.---.---.-.----.- --_. NEW HOME FOR, MIKE MA7HEB �aww� E 10,Mr. R LEFT SIDE ELEVATION 4+Ies�i BAYVI911 LOT I DUN O6-006 v -0 THE TTEADOW WOOF SOMMOLD,NEW YORK A-7— r..•mu,m.ro� ,� Q. V ..n..,.....,.. C LA .o� ,...,..�,n..,. r,00 tea.,.•,. .v...�... ....�,«...�. k �, �y LOFT Q .� , d BEDROOM*4 0 bIJ ROOM 03 .o wa.aa.0 e�owoan �� a , gyp•""��`. �e,r,r.ua �w,.,r�o�..•., r,.•ru,•� m,w..v ®.: c...ve rro,.rmo.xoa LIVING ROOM GATHERING ROOM i MASTER BEDROOM e SCREENED PC RCN i a aoa.r....w,p, i -k ' ....,aro< .wow,. o,i,r,°w.�.n�, �} ,r....ro...ina•...ro...«w�. CELLAR ° t CELLAR ? 4• a SECTIONI. ® •�'. ,� e, C_.,• I--I Gt~ Q�j��s r0 I SECTION .,.•,en.�. -- .,.,ed®• .�,...,®� ,A_ A-, o v :e ci > �y • I-NOLIR BEARING WALL AS SINL RA 3 p' .voawean arraoau•.e 1 16'O, 1 16 e RIDGE CONECTION SECTION e WALL SEC ON .om.�mW.nw..,.,...... maalur,auum 3 � I Y X 4'STUD WALL FIRESTOF'Pm ���oa�+•n a< 9a .�o�.wr�.nr� •� L t+aduEAoa-Exr osEo OR eovexEn WITH JOINT cormwrm. I GARAGE SIDE S n•w ti°�10"O "'41� ••:`•' 2 JOMT6-EXPOSED OR COVERED WITH FIBER TAPE AND _ ___ r�;��• JOINT COMPOIIND.EXCEPT WHERE REWIRM FOR. S. W TYPE X THICK WALLBOARD.4'-0°WIDE,APPLIED V@2TICALLY 4, In'TYPE X THICK WALLBOARD,V-e WIDE,APPLIED VEWhSALLY Sava.ae �I. Sr,ro®.,�oouu mu.ne.n.au.� ,•��Si .mar.. acnnzt.eml aan.w. xtr.:+•'•`..- wr,r,.. BRIAN A.RAPP,R.A.ARCHITECT,P.G. FOOTING SECTION � K�O NIEW WO F FO XE 10,20 FLOOR TO WALL SECTION a MIKE HOME FOR. i e -0 MIKE MATHEeON ENE b�30 � �">••"+• - A•l I'•1'0• BAYVIEW LOT 1 THE MEADOW WOOD SOUTHHOLD,NEW YORK A- J 6 Y, I OO C) N ---------- ------------------------------------------------------- x. .. ........... ................. -- ------ LA ............ ......................... LOFT AREA 0 0 U, POWER R OPTIONAL SCREENED PORCH CELLAR ue a ea Pat S TION F:11 cE CONMUCIMONNOM, COD Fo, BAT `OAK El I I I I ENTRY FOYER ­�N M-30) a.o,uAurm -4UIL my-- t CELLAR IBRIAN A.RAPP,R,A,ARCHITECT,p,C, R=� �mw 4­ y P.,k——I— co NBU 140M FOR. MIKE MAT 10,2006..,." SECTION IBAWMU LOT I o� oar Aa THE MEADOW WOOD SOUTRAOLD,NEW YORK CN ALL CONSTRUCTION SHALL THE RECUR- ;�ENTS,OE ------------ ,;vGODES OF NEW YORK S •s .................. .........•::.�U_: a r��'a� naF.i a ! �n�'` �.: WI OUT CERTIFI r E C; APP OVER AS NOTED UNDERWRITERS CERTIFICATE?P. Ge ,NQY DATE: b , B.P.# ' E WRED S STORAGE ROOM; ': y� UNFlNIBHED ,� I FEE: _ B%i. NOTIFY BUILDING DEFAR T NI.E ----•-••---•--•-----•----------------------------------- -- ' A r PR FOL WINU FOUNDATION - TAIO REQUIRED i PLA1rAREA FON POURED-GONGRETE ¢ T E i . 2. ROINUL--I` ; MNGAfREAMBING II'- -I" X 32'- , O : :} 3. INSUEA I6 X to :• I RATED 000R 4. FINAL - CONSWUCTION MUST BE COMPLETE FOR C.O. 6-0 - i S'-O" CEILINGS THROUGHOUT � ALL CONSTRUCTION SHALL ti�iEET TH REQh, EVENTS ;¢F THE CODS 0 ;NE �- ELEv. - ( lo' - o") YORI< STATE. NOT RESPONSIBLE FO f ¢ ¢ MUSIC / STAGE AREA ?� HOME THEATRE 26- o X It- O I IZ- ,V X 24'- 8" § �, UNFINISHED STORAGE ¢ , NVAO ewer NVAC GlOeei I •i' n s r .. •.•, .ram.. ., , ' I.................................................................. r -------------••-•------- ........................---- R303.1 . RIROR=OSEO IBASEMFENT PLAN EXCEPTIONS: , THE GLAZED AREAS NEED NOT BE OPENABLE 16, 1, , 515 SC, FT, HABITABLE SPACE CU, FT, HABITABLE SPACE WHERE THE OPENINGS 16 REQUIRED BY SECTION R310 16, �8 ie X .35 ■ 5002 C,F. PER HOUR AND AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 4 TON A/C UNIT EXCHANGES 1,300 C.F.M O.K. AIR CHANGE PER HOUR IN THE ROOM, THIS PLAN MEETS N.Y.S. LIGHTING AND 2, THE GLAZED AREAS NEED NOT BE PROVIDED IN VENTILATION REQUIREMENTS ROOMS WHERE EXCEPTION I ABOVE IS SATISFIED AND ARTIFICIAL LIGHT 15 PROVIDED CABAPLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR AREA. 6.f•-•---------•................................. 6' I I MECI-ANICAL I 4 STORAGE ROOM; 5� I uNHN18NED 6� PLAYAREA .I ¢ -�• -Y• �- °oe�i row -',- ' III- 7° x 32'- 1, o a 5ILLIARD AREA s 26-4 X III- 1 10 e I HOUR RA4 ° 9'-0" CEILINGS THROUGHOUT ELEV. ! Id O"J s4 ¢ ¢ z ' MUSIC / STAGE AREA r$ HOME THEATRE 0. 26- d" x MI. o IZ 4" X 24'- 8" b J i ...................... STORAGE 4 I 16` ••. 7.y" 16• I j ; ; • ' uvAc cLoear iy .................................... ..ti. NV AC=dMr '° r ...............---...............................' R303.1 PROPOSED 15 ASEMENT PLAN EXCEPTIONS: cr i� THE GLAZED AREAS NEED NOT BE Q46ENAISLE 1, 842 60. FT. HAI31TAI3LE SPACE WHERE THE OPENING IS REQUIRED BY SECTION R310 - - -- 16, 518 CU. FT. HABITABLE SPACE AND AN APPROVED MECHANICAL VENTILATION SYSTEM 16, 518 X .35 = 5,002 C.F. PER HOUR IS PROVIDED CAPABLE OF PRODUCING 0.35 4 TON A/C UNIT EXCHANGES 1,300 C.F.M O.K. AIR CHANGE PER HOUR IN THE ROOM, I ` THIS PLAN MEETS N.Y.S. LIGHTING AND 2, THE GLAZED AREAS NEED NOT BE PROVIDED IN " VENTILATION REQUIREMENTS ROOMS WHERE EXCEPTION 1 ABOVE IS SATISFIED AND L ARTIFICIAL LIGHT 15 PROVIDED CABAPLE OF PRODUCING UTI-10'-D AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR AREA. 6, 6, t MECHANICAL 4 STORAGE ROOM; UNFINISHED 0. 0 — 6 •................................................................................................... I 4s .i -- Y � Y PLY AREA m "j i . BILLIARD AREA N 2(o- 4 X PI- 10 I I HOUR RA DOOR 6a° 9'-O" 6E04468 THROUGHOUT ,, 4 4 ¢ a a I ` ELEV. C 10' 0") o a r$ 5 MU IC / STAGE AREA ,; Q HOME THEATRE w 26'- 0" X 11- o' IZ- 4" X 24'- $' A UNFINISHED ¢ � - - - -• .................. (1uV �yJ\I\V ! STORAGE ¢ I L WAC CLCWt ---•-- ....................................... MYAC ClOeEt ( L ....................................................... R303.1 . PROPOSED EASEMENT PLAN EXCEPTIONS: I. THE GLAZED AREAS NEED NOT BE OPENABLE 16,1, SQ. FT. HABITABLE SPACE WHERE THE OPENING IS REQUIRED BY SECTION D'18 CU. FT. HABITABLE SPACE '•' 1�_-- . - - . 16, ale X .35 a 5,802 G.F. PER HOUR AND AN APPROVED MECHANICAL VENTILATION SY$,TE�'I 4 TOM A/C UNIT EXCHANGES 1,300 C.F.M O.K. 16 PROVIDED CAPABLE OF PRODUCING 0.38 `I AIR CHANGE PER HOUR IN THE ROOM, THIS PLAN MEETS N.Y.S. LIGHTING AND IUD VENTILATION REQUIREMENTS 2, THE GLAZED AREAS NEED NOT 8E PROVIDED IN� �-,•;;` ^�� ROOMS WHERE EXCEPTION I ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CA3APLE OF PRODUCJyG- AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR AREA. 2" DRYPACK N/ NON—SHRINK GROUT BOTTOrl OF EXISTING FOOTING D A B C D � C B ;zf jl 1"1AX. E== n BOTTOM OF UNDERPINNING EXCAVATE � PLACE PANELS 'A' FIRST, 'B' SECOND, 'C' THIRD AND 'D' LAST. NINII"I N CLEAR DISTANCE BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-0"_ ELEVATION OF UNDERPINNED WALL (TYP) �` EpWgR� met, SCALE. N.T.S. 'f MOOD RESIDENCE . % '5 o oa'19 TF OF NEW TOWN OF SOUTNOLD, N.Y. P E T E R T 0 K A R, A. T. A. A R C H I T E C T 3718 Sound Avenue, Riverhead N.Y. 11901 (631) 208-4097 Fax (631) 208-4099 �—STONE GAP GRADE ELEV. 21'-9" .p II�II I=1 11= 10" P.C. FDN. WALL W/(2)u5 I—III— RE—BAR T68 ON 12",xw—O" P.G. I�I l ii FTG. W/ts6 RE-5AR5 12" E.W. I—III—I -5 VERTICAL BARS 912" O.C. IIIII�I� • HRICK VENE R A5 •' I'I�I I I-I I SELECTED EY OWNER 1=I HEl I I= 11 I I�ITI � - ' PATIO .II —I ELEV. 13'-1011 _ r _ 1'-0 n 171), 1I a I—I I 2 _Bu O 1 � I ' D ��Ly RETAINING l� ALL DETAIL IIAII ✓aKv SCALE:3/5"= 1 '-O" • _, TF OF NEW � ooD RESIDENCE P E T E R T O K A R, A. I. A. TOWN OF SOUTHOLD, N.Y. A R C H I T E C T 3718 Sound Avenue, Riverhead N.Y. 11901 (631) 208-4097 Fax (631) 208-4099 STONE GAP GRADE ELEV. 21'--8" `.. Illllk IIIII BRICK VENEER AS ' SELECTED BY OYJNER IIII �} --10" P.G. FDN. WALL W/(2)#5 1 -1I RE-BAR 76B ON 12"XV-0" „p.G. ;:5 VERTIGALEHARSS@r12" D.G. _ �I—IIII- GRADE ELEV. 1 '-7" 1I- - I-I II -I I Eld I 1=1 11= DIIIE m III. 1111 m 1127 PATIO a -I I FI 11=1- ELEV. 15'-10" 11 E i . 111-1 I 1=I II ' 1-I11 -II1-111- =11- n I I I-i III=III=I1I' I-III- PERFORATED PVC DRAIN _- . ' _ _ 1=1 I I' =1 I I- I 1 11 _ a O a. . a4 g _p D N I � I I �pV'JARO - x �� 00D RESIDENCE OF NEW �� 71 TOWN OF SOUTHOLD/ N.Y. P E T E R T 0 K A R, A. I. A. A R C H I T E C T 3718 Sound Avenue, Riverhead N.Y. 11901 (631) 208-4097 Fax (631) 208-4099 — �...� 1 — _ nro�_�rs —L-j — mommm ---_ �G tffTATt* o�1 i !L'L.. L�. SWIMMING POOL L^� POOL HOU5E 25' X 50' _0 0 ' STONE PATIO I'�t / —0 WELL I1,1 I w lu I 10- X G' DRYWELL FOR ENCLOSED PORCH BASEMENT i PATIO 4DAI L'A � Q � / 1 FOUNDATIO NUNDEMNNING (� DETAIL "A" W Ll. / ag a (� TW= 21 '-3'► ' � L1.J BASEMENT FFE= 14'-3' �� U:2 Qolj I STONE �- 5EE DETAIL FOR o z IInn FOUNDATfON UNDERPINNING �- LANDING a DEr B U 1 + c� �( o z 21 3 -- I- D- = g + u I � z w Z ow m 0 o EXISTING DRIVEWAY 0 BASEMENT FFE= 1�4'-3" (S)o o 11_.I -' up STONE uJ N 1 0= (S) LANDING z II r oz o c>o _LU D 0 SITE EN LAIZGEC� VIEW u- - 0 w 1- FOIz WALKOUT BASEMENT F'ATIC� z m 00g 21 d DETAIL UQII + STONE l..J LANDING HANDRAIL AS PER CODE s -- ENLARGED VIEW Off WALKOUT BASEMENT FAT] Cif E SCALE = I A, WOOD RESIDENCE k ` = WALKOUT BA5EM ENT PLAN Ir OVERALL PLAN 1° M. ;y TOWN OF SOUTHOLD, N.Y. SCALE = 1 ' = 20'-0" TAX MAP DE51GNATION: 1000-70-02-7. 1 SCALE: 1 " = 20'-0" DATE: 1 1 . 17.05 DRAWN BY: JKP REVISIONS: Landscape Design COPYRIGHT 2008 OWEN BROTHERS LAND5CAPE DESIGN f-NURSERY 2090 5OUND AVENUE BAITING HOLLOW NEW PORK 11933 & Nursery PHONE: 631.3G9.5752 EMAIL: INFO@OWENBROTHER5.COM Generated by REScheck-Web Software Compliance Certificate Project Woods Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 90 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 150 Red Fawn Road Sarah Wood . Brett Kehl Southold, NY 11971 None Kehl Design Assoc. LLC. 150 Red Fawn Road 265 jasmine Lane Southold, NY 11971 Southold, NY 11971 6314339084 631-433-9084 ssbn654@optonline.net ssbn654@optonline.net Compliance: Passes using UA trade-off Compliance: 2.7%Better Than Code Maximum UA: 113 Your UA: 110 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 520 30.0 0.0 0.034 0.026 18 14 Wall:Wood Frame, 16"o.c. 274 13.0 0.0 0.082 0.060 11 8 Orientation: Front Door: Glass Door(over 50%glazing) SHGC: 0.21 39 0.300 0.320 12 13 Orientation: Front Window:Wood Frame SHGC: 0.29 99 0.290 0.320 29 32 Orientation: Front Wall 1:Wood Frame, 16"o.c. 180 15.0 0.0 0.077 0.060 10 8 Orientation: Right side Door 1: Glass Door(over 50%glazing) SHGC: 0.21 17 0.300 0.320 5 5 Orientation: Right side Window 1:Wood Frame SHGC: 0.29 28 0.290 0.320 8 9 Orientation: Right side Floor:All-Wood joist/Truss 504 30.0 0.0 0.033 0.047 17 24 Project Title: Woods Residence Report date: 04/15/22 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireme s listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Woods Residence Report date: 04/15/22 Data filename: Page 2 of10 �J( 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass . Door Rating Window 0.29 0.29 Door 0.30 0.21 Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments i GENERAL NOTES: 'N" T R A C T 0 R 0 T 6& SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ' %'-; f General Notes: - - '-, / 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ''' ;��'I _. 4Uld-tea __ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: - - 2. FIRE SAFETY: ' 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1 - 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 �.c 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. LOCKED AREA. � B. residential & commercial design • consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CON-RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: [631�433-9084 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@optonl1ne,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF Af]Y'PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates, 4, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. 77��J�'� r��������� r �'�J 'ry�" 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. OWNERSHIP & USE OF DOCUMENTS: 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 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. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 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 WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which 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. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 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. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGL FOR AND OBTAIN THROUGH 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 11E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• Laminated Veneer Lumber LVL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGEa. ( FOR AND OBTAIN ) ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9 Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THT_: WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING I OURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. 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 STRUCTURE. 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 WORD NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS 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 THr_ GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON 1',',ONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY 1SLlGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. ��� UNLESS 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 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 EXCEPTION: OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS LIGHT OR EXCEED CHAPTER REQUIREMENTS.3SECIIO R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL OCCUPANCY OR USE LIVEENGINEER 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) -- 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 TH'.: 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT ST:2AGEb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH 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 EACH 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 a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 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, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a 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 HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = NA AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 26�II1LDING CODE OF NEW YORK STAIRS 40a INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.STATE. WOOMOV 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 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. 'I"' E" 1 " Er LM 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. /��/�� /� a. 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. 50 RED FAWN ROAD APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) SOUTHOLD, IVY, 11971 b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on 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.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, havinga 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. SCTM: # 079-02-7.1 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 AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: SCOPE OF WORK 1, Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE NA ( ) roach in Section R406 index (ERI) a rating The energy g pp NEW FINISHED BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATEE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA EXISTING SCREENED PORCH TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. FIRST FLOOR NA CONVERTED TO A SUNROOM. THESE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 PLANS ARE All INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE MASTER BATHROOM LAYOUT THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLWTb GLAD CELNO WOOD MASS FLOOR BASEMENTc SUB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MODIFIED MORE ADJACENT TRUSSES WITH WEB` CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U+ACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , RNALIIE WALL R•VALUE SPACEc FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT'BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOCb,e RNALUE R-VAWEI RNALUE ADEPTH R-VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ADDED EGRESS TO ROOM IN THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EXCEPT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA BASEMENT 4ARINE 0.32 0.55 0.40 49 20OR13+!P 8/13 19 10/13 10,21t 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA REMOVED STAGE TO BUILD BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK WORK-OUT AREA IN BASEMENT For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA PROVIDED 6' OPENING INTO 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 *� APRIL 01, 2022 NEW GARAGE ADDITION NA REC. ROOM AND CLOSED DOOR 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 IN HALL NOT LESS THAN 30 INCHES R-value specified in the table. PROJECT NO: ATTIC (GARAGE)(a) NA O COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ��, b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. \� 1122-2022 BONUS ROOM NA INSTALLED NEW KITCHEN 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED f � F NF C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the L r rC �} DRAWN BY: SCREENED PORCH REMOVED NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. �` `� �P� pE interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT h ��5 �R�o�� BDK 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 cavit insulation at thei, q,' EXISTING DECK NA MEMBER DEPTH. / y WRITTEN AUTHORIZATION, `� d * �r N CHECKED BY: interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the AU� NEW SUNROOM NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPER „ ®FSCV�e m �' w THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE �� COVERED NEW DECK NA insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. �0 r!Y 7- ;I = SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS KEHL DESIGN ASSOCIATES, LLC. �� \ EX. COVERED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE bA j22 COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN 'Q POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab � SS1�NP�' SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G1 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 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 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF ' (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. 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. © KEHIGDP,SIGN•ASSOCIATES,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 T S 2 0 SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON we FASTENERS ALLOWABLE LOADS 1.2 LOAD LATERAL WITH TOTAL FOUR . /. o _ MODEL GA UPLIFT UPLIFT (133/RAL 8dx1�' CODE o SIDE OF CEILING JOIST - o AND ON SIDE OF RAFTER /�� -- _ --- - P/, ; Bd NAILS I i`I TG TO NAILS o° II Ill oni !—FRFF� it N0. TO AVG REF. INTO TRUSS RAFTERS/ ' y f-, _ TRUSS PLATES STUDS ULT. (133) (160) F Fz (133& STU "- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s=n TAKE-UP WASHER Vr H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - m UBL DESIGN ASSOCIATES izc residential & commercial design • consulting PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o I o ARTR"x12 ° P0.Box 1675 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o e phone: (631)433-9084 MODEL GA AVG y INTO ' Southold,New York 11971 E-Moil: ssbn654@optonl1ne,nef NO. MAX. CLEAR ULT. LFTA LFTA REF. ' ° WIDTHSPAN L QTY DIA 1} 2" 24" 3„ 31" 11" 2" 2;" 3" 31" EIGHTS °oo o •° 8,1 NAIL INTO S P 4 IN Kehl Design Associates.LLC o formerly D A K Associates,LLC LFTA 16 2J" 17" 38J1"16-10d — 4200 1205 1400 5, 44, 85 STUD °° OWNE.KSHIP & USL OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o0 FASTENERS ALLOWABLE UPLIFT LOADS" These drawings and specifications includingthe MODEL L AVG 10d 1Od x 14" CODE N0. ULT. REF. LFTA � STA � 1 ° 1od 1od x 1}" (133 / 1so) (133) (1so) 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 14-10d 14--10d x 14" 3116 1000 840 1000 3, 41, 128 ° HGA10 with any work or project other than for which ° DETAIL „K11 they have been prepared without written consent. MTS20 20 �14-110d 14-•10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 LST20 20 12-10d 12--10d x 1,"' 2383 775 720 720 3, 41 CNW- DETAIL "Eta °° STU 8 - COUPLER NUT DOUG-FIR-LARCH Equal number of SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nall5 In TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d Simpson Strong-Tie NO. TION (100) (125) 160 G 515 645 670 CS16 ART/111 g"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL 'H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN DEFLECTION N ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG STUDLENGTH OF BOLT z•3 AT HIGHEST AT HIGHEST REF, NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA HB SB W H B SO CL DIA5•e DESIGN LOAD DESIGN °p° GA WHEN RAISED OFF OTY DIA 1�" 2" 2}" 3" 3�° 5}" LOAD THE SILL PLATE ° 0 HD2A 16 12 4A" 1 21" 2 8" 2' " 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° o 0 MODEL DIMENSIONS FASTENERS ALiLOWABLE UPLIFT LOADS AVG N0. W L STUD PLATE ULT. (133)2DF / SP (160) RODE SP4 3a" 71" -10d x 1 j" 2917 735 885 7, 40, 127 ° 0 DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MO N GA W L NAILS 0�R (133) (160) REF. o° WORK NOTES: LSTA21 20 11' 1 21 16-10d 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF. N0. GA yy L NAILS (100 FLOOR (133) (160) Simpson Strong-Tie STU MSTA24 18 1 1a•' 1 24 1 18-10d 1025 1 1370 1640 1 7, 40, 90 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON MODEL L FASTENERS SPACING REF. HD2A NOT FOR N0. END GA CUT LENGTH (TOTAL) t z TAKE-UP WASHER {� r A� (LENGTH (100) (133 / 160) oc• CONSTRUCTION OF ROLL L IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 4D, 90 ARE TO 3E TOP MOUNTED UNLESS OTHERWISE H6 -FIR AR H IN WA NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS JOISTS ON ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 12s CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 ° 4J" 2 — 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 DETAIL "I" COW- CERTIFIED BY A COUPLER NUT HUS210-2 14 3; 9;" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTR"x12 5 PROFESSIONAL D UG-FIR LAR H PIN ALLOWABLELOADS „_STU 8 FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. ENGINEER MODEL AVG N0. GA ELT. SIMPSON TAKE-UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F Fz 160 tiGA10KT 14 4-SDS4'x12' 4-SDSJ"x3" 1523 435 1 435 1165 940 r USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS, �TWO COUPLER NUT ?ROJECT: TOTAL FOUR o o SE A MINIMUM DFBd NAILS 8d NAILS THIS M T S 16 STU '- LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS, MTS16 SIMPSON TOTAL FOUR �. ® HD2A TAKE-UP WASHER Strong Tie IN NAILS RUSS LSTA21 HUS210-2 TWO , FI 8 AIL TO ( 150 RED FAWN ROAD PLATES °®° EIGHT-' TWO of ° i `' 8d NAIL Bd NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °m° CDSOUTHOLD, N I , 11971 o _ H7 Bd NAIL DETAIL "D" DETAIL "G11 DETAIL "J" INTO STUD Simpson Strong-Tie H7 Simpson Strong-Tie �� �� LFTA R 0 D SYSTEM DETAIL L SCTM: # 079-02-7.1 LFTA LFTA Ridge Strapping DRAWING TITLE: 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 1'-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. 3" THROUGH ROOF 4•' THROUGH ROOF , .. STRONG-TIE DETAILS 2nd FLOOR 1 -0 DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I• / ROOF DRAINAGE CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM I LTP4 'St FLOOR 2nd FLOOR ., I LTP4 3„ 3.. 2.. NEW NO NEW DETAIL "C" 2 MASTER THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE BATHROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 3 IAYIXIi 3 2 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LTP4 DETAIL "B'� l o o r-t o-Floor Connections Ridge Strapping t DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR st FLOOR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT L Detail FLOOR z„ 2 2 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, Simpson Strong-Tie U 3 3.. Floor-to-Floor Connections 3 4" F.A. VENT 6•• 'SEAL: DATE: ABOVE GRADE C.o. a C.o. �.o. APRIL 01, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 4" TO SCWA APRROVED EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SEWERAGE SYSTEM PROJECT N0: PLUMBING RISER DIAGRAM (NTS) F NCtl, 1122-2022 NO SUBSTITUTI❑NS `� �' ER�r 'A BDK DE J_ DRAWN BY: All framing hardware shown on these plans, �� ;„ N r f � 1A• CHECKED BY: unless otherwise Indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved or authorized, N ' ., �� SHEET NUMBER: Due to the relationships of framing hardware to 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 �© �? p2 LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVSIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A .o the other components of the structure, any framing 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 �� S vA�- ^�1 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. VL null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS 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 1 DOLT 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) ® KERUDESIGN•ASSOMTES, 1� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Al __ __ ' __ __ �u SECTION R310 R310.2.3.2 Drainage. ;j:: lAd� �' R310.4 Bars, grilles, covers and screens. EMERGENCY ESCAPE AND RESCUE OPENINGS Window wells shall be designed for proper drainage by connecting to the building's nnl I foundation drainage system required b Section R405.1 or b an approved Where bars, grilles, covers, screens or similar devices are placed over emergency escape and g y q y y pp KEHL DESIGN ASSOCIATES uc R310.1 Emergency escape and rescue opening required. alternative method. rescue openings, area wells, or window wells, the minimum net clear opening size shall residential & commercial design a consulting comply with Sections R310.2.1 through R310.2.3, and such devices shall be releasable or Basements, habitable attics and every sleeping room shall have not less than one operable Exception: A drainage system for window wells is not required where the emergency escape and rescue opening. Where basements contain one or more sleeping foundation is on well-drained soil or sand-gravel mixture soils in accordance with removable from the inside without the use of a key, tool, special knowledge or force greater than that required for the normal operation of the escape and rescue opening P0.Box 1675 phone: (631)433-9084 . rooms, an emergency escape and rescue opening shall be required in each sleeping room, the United Soil Classification System, Group I Soils, as detailed in Table R405.1. Southold,New York 11971 E-Mail: ssbn654@optonline,ne1 Kehl Design Associates,LLC e formerly D A K Associates,LLC Emergency escape and rescue openings shall open directly into a public way, or to a yardor R310.5 Dwelling additions. ,"r��;/?r�r�������a�-��/i�j„/�/,T r;,,n„/�J���:�-��,.�, ,,,T�;�-, court that opens to a public way. R310.2.4 Emergency escape and rescue openings under decks and porches. 7: Exceptions: Emergency escape and rescue openings installed under decks and porches shall be fully Where dwelling additions contain sleeping rooms, an emergency escape and rescue opening OWNERSHIP & USE uF UOCUMENIS: shall be provided in each new sleeping room. Where dwelling additions have basements, an These drawings and specifications including the 1. Storm shelters and basements used only to house mechanical equipment not openable and provide a path not less than 36 inches (914 mm) in height to a yard or ideas, design and arrangements represented m2). court. emergency escape and rescue opening shall be provided in the new basement. therein, are the property of KEHL DESIGN exceeding a total floor area of 200 square feet (18.58 ASSOCIATES, LLC. No part thereof shall be 2. Where the dwelling or townh)OUSe is equipped with an automatic sprinkler system Exceptions: copied, disclosed to others or used in connection with any work or project other than for which installed in accordance with Section P2904, sleeping rooms in basements shall R310.2.5 Replacement windows. 1. An emergency escape and rescue opening is not required in a new basement that they have been prepared without written consent, not be required to have emergency escape and rescue openings provided that the Replacement windows installed in buildings meeting the scope of this code shall be contains a sleeping room with an emergency escape and rescue opening. basement has one of the following: exempt from the maximum sill height requirements of Section R310.2.2 and the 2. An emergency escape and rescue opening is not required in a new basement REV: 2.1. One means of egress complying with Section R311 and one emergency requirements of Section R310.2.1, provided that the replacement window meets the where there is an emergency escape and rescue opening in an existing basement escape and rescue opening. following conditions: that is accessed from the new basement. 2.2. Two means of egress complying with Section R311, 1. The replacement window is the manufacturer's largest standard size window that will fit within the existing frame or existing rough opening. The replacement [NY] R310.6 Alterations or repairs of existing basements. R310.1.1 Operational constraints and opening control devices. window is of the same operating style as the existing window or a style that Alterations or repairs of existing basements shall conform with Appendix J of this code. Emergency escape and rescue openings shall be operational from the inside of the room provides for an equal or greater window opening area than the existing window. without the use of keys, tools or special knowledge. Window opening control devices on 2. The replacement window is not part of a change of occupancy. windows serving as a required emergency escape and rescue opening shall comply with ASTM F2090. R310.3 Emergency escape and rescue doors. Where a door is provided as the required emergency escape and rescue opening, it shall be a R310.2 Emergency escape and rescue openings. side-hinged door or a slider. Where the opening is below the adjacent grade, it shall be Emergency escape and rescue openings shall have minimum dimensions as specified in this provided with an area well. section. R310.3.1 Minimum door opening size. R310.2.1 Minimum opening area. The minimum net clear height opening for any door that serves as an emergency and WORK NOTES: Emergency escape and rescue openings shall have a net clear opening of not less than 5.7 square feet (0.530 1. Tl,e net clear opening dimensions required by this section escape rescue opening shall be in accordance with Section R310.2.1. shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height of the opening shall be not less than 24 inches (610 R310.3.2 area v^,ells. mm) and the net clear width shall be not less than 20 inches (508 mm). Area wells shall have a width of not less than 36 inches (914 mm). The area well shall be NOT FOR Exception: Grade floor openings or below-grade openings shall have a net clear sized to allow the emergency escape and rescue door to be fully opened. CONSTRUCTION opening area of not less than 5 square feet (0.465 m2). R310.3.2.1 Ladder and steps. USE UNLESS R310.2.2 Window sill height. Area wells with a vertical depth greater than 44 inches (1118 1 shall be equipped CERTIFIED BY A Where a window is provided as the emergency escape and rescue opening, it shall have with a permanently affixed ladder or steps usable with the door in the fully open PROFESSIONAL a sill height of not more than 44 inches (1118 mm) above the floor; where the sill height is position. Ladders or steps required by this section shall not be required to comply ENGINEER below grade, it shall be provided with a window well in accordance with Section R310.2.3. with Section R311.7. Ladders or rungs shall have an inside width of not less than 12 o inches (305 mm), shall project not less than 3 inches (76 mm) from the wall and shall R310.2.3 window wells. be spaced not more than 18 inches (457 mm) on center vertically for the full height of The horizontal area of the window well shall be not less than 9 square feet (0.9 m2), with a the exterior stairwell. horizontal projection and width of not less than 36 inches (914 mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. R310.3.2.2 Drainage. Exception: The ladder or steps required by Section R310.2.3.1 shall be permitted to Area wells shall be designed for proper drainage by connecting to the building's PROJECT: encroach not more than 6 inches (152 mm) into the required dimensions of the window foundation drainage system required by Section R405.1 or by an approved well. alternative method. Exception: A drainage system for area wells is not required where the foundation 1A10 0 D R310.2.3.1 Ladder and steps. is on well-drained soil or sand-gravel mixture soils in accordance with the United I with a vertical depth greater than 44 inches 1118 mm shall be Soil Classification System, Group I Soils, as detailed in Table R405.1. I D E I'm" C6 E Window wells p g ( ) REEP equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required to 150 RED FAWN! ROAD comply with Section R311.7. Ladders or rungs shall have an inside width of not less SOUTHOLD, NY, 11971 than 12 inches (305 nlm), shall project not less than 3 inches (76 mm) from the wall and shall be spaced not more than 18 inches (457 mm) on center vertically for the full height of the window wall. SCTM: # 079-02-7.1 DRAWIING TITLE: BUILDING CODE NOTES 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 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: APRIL 01, 2022 ^ PROJECT NO: 1122-2022 O NEwy DRAWN BY: Co r� EER,h O.p� BDK 4, i• O �� +,A. �� * CHECKED BY: n tp¢ LU SHEET NUMBER: N� •i ram, •. •_- �2 ?2 02 ��' - 10kA G3 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN•ASSOCIATES,uc agencies prior to construction. / Tw Wood Roof Shingles �/.? 4" T&G Decking 2x8 Roof Rafters @ 24"oc. ; � �''' �� i� 'ICI. � e" CDX Roof Sheathing R-30 insulation ', r ,-' _ ' � " T&G Decking NO Rafters @ 24"ac. KEHL DESIGN ASSOCIATES,t�IC PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design . consulting impson Hurricane Strapping THE 2020 RESIDENTIAL CODE OF NEW YORK STATE it W.I F. 80 Series z 18" @ 16"oc. R-30 Insulation Sheelrock PO.Box 1675 phone: (631)433-9084 � MOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Moil: ssbn654aoptonline,net " INSURE FLOORS OF NEW ADDITION Typical Existing Exterior Wall ALINE WITH FLOORS IN EXISTING New S u n roe m Kehl Design Associates,LLC formerly D A K Associates,LLC Basement 2'-0' 2-°' 0 2'-0* 2'-0' 2' °' HOUSE. ����-1� �����1///,,:� ,,,,�.���/7/ „ o p p 2x4 @ 16"ac. g Sheetrock 10" PC. Foundation �' 0 UWNILRSHIP & USE OF DOC;UMENIS: (3)2z10 ACQ Girder (3)2x1O ACQ Girder �' (3)200 ACQ Girder z (3)2z10 ACQ Girder �� _ 2x6 Studs 16"oc — R-15 Insulation ALL HEADERS ARE TO BE These drawings and specifications including the � �i Section R-19 Insulation — — o OTHERWISE NOTED (2)13/"X 9Y" LVL UNLESS ideas, design and arrangements represented therein, are the property of KEHL DESIGN - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - ASSOCIATES, LLC. No art thereof shall be New R-30 Insulation 4" COX Subfloor Simpson Hurricane Strapping impson Hurricane Strapping copied, disclosed to others or used in connection 4" PC. Slab I I o New o New — o New o with any work or project other than for which Monolithic Monolithic Monolithic i New Waterproof Membrane NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. 20"z 10 PC. i Foundation Foundation Foundation New Flashing 2x10 ACQ Floor Joists @ 16"oc. ew Wall Ties INSURE WALLS OF NEW ADDITION FootingV-10" (3)2x10 ACQ Girder New Exposed Brick Foundation LINE-UP WITH WALLS IN HOUSE. Grade New #5 Horizontal Reber REV: 1'-tie New Masonry Hurricane Stropping(3)2x10 ACQ Girder y pp' g New New See New Typical NewZ New o Existing 12" Sono Tube NOTE. PROVIDE FIRE BREAKS Monolithic 4" PC. Slab with 6x6 / 10x10 WWM, 4' PC. Slab with 6x6 / 1Dx1° WWM. 4" PC. Slab with 6x6 / 1Ox10 WWM. New Conc. Filled AS PER /I I Foundation Attached to Monolithic Foundation Sunroom Floor Attached to Monolithic Foundation Attached to Monolithic Foundation Monolithic New 20 #5 Horizontal Reber THE 20 Foundation I 1'-10" � � Existing RESIDENTIAL CODE OF and Foundation Section New Typical NEW YORK STATE 24"z24"x12" Furnace Room Conc, Ftg Page A101 Sunroom Floor Min 3'-0" Below Final Grade J and Foundation Section I I I I II Wine Rack Desk 18'-5Y' WORK NOTES: �'-4' 20'-8' PROVIDE HURRICANE STRAPPING IN ACCORDANCE 'MTH I I Wine Office C THE 2020 RESIDENTIAL CODE OF NEW YORK STATE I I Rack Area " o ash Roo - Furnace Room 5 C° Rec Room NOT FOR I I or 12 Fire-Rated CONSTRUCTION NOTE: VERIFY ALL DIMENSIONS TO ( � Steel l Doorr and INSURE FLOORS OF NEW ADDITION I I Assembly with ALINE WITH FLOORS IN EXISTING I I C� Self-closing Hinges USE UNLESS HOUSE. I I � CERTIFIED BY A 5068 T.O.. Archway Fe O 0 El PROFESSIONAL ALL HEADERS ARE TO BE I I 2068 SL 50 2068 SL 2068 3068 (2)1Y'X 9%" LVL UNLESS ENGINEER OTHERWISE NOTED CD Main Hail o Main Hall Main Hall o CD 0C NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. I I 2068 2468 O O O O O O / O O ❑O OO NOTE: PROVIDE FIRE BREAKS I I Fill-in Opening AS PER I I C I 0 THE 2020 I I / CDPROJIECI RESIDENTIAL CODE OF I Bath / 00 QO NEW YORK STATE I I = o J o Wotius 7'_ 26'� Wei ht Room / 2468 g Exercise Area K L S I E)" E KI D&D a- 150 RED FAWN ROAD Gaming Room SOUTHOLD, NY, 11971 II ; Storage Room I4'- 2" Rec Room IIcD II I I -°" Provide(2) 1xLVL 2468 SCTM: # 079-02-7.1 . ( ( Header Posted to Floor DRAWING TITLE: to Support Floor System HVAC I I Above 8'-3Y," � Built-in Storage Cabinets I � � Room EXISTING FOUNDATION PLAN / GWl1LIV WITH NEW EGRESS Provide Egress w� Window at Location LOCATION Egress in Basement and Window Install Bilco ScapeWell Provide(2)2x12 A Q Polyethylene Window NOTES: Buck around Wind w Well with Steps or THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Opening in Concre Equal as per 2020 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Residential Code of PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Wall(VIF) erlfy-LOCat10 NY State,Section 310 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Insure proper water proofing V UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT around opening and that the 11;. 2'-2" 2'-2 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. " bottom of well is a min.of 6" SEAL: DAI E: BASEMENT FLOOR PLAN below the window framing to 5 3Y" APRIL 01, 2022 provide proper drainage. L PROJECT NO: Scale:a"= 1'-0" J 1 122-2022 Hoo opi, NER,I,y DRAWN BY: P 5 0E�j�, O�Q BOK CHECKED BY: EXISTING WALLS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE '* �� J N� tft © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE « u 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 Z N 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 WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � y � 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 NEW WALLS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS SKEHL IGN LICENSEDCIATES, LLC. THE EXCLUSIVELY TO THE BUOOERUILD O, WITH LYWRI ONN PROOF STRUCTURE OF PFROM C THESE 'iD SS1pr1P�' 01 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 NEW HALF WALLS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) P Y q KEHbDESIGN-ASSOCIATES,ttc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. /44/:..;'�, PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1'-111'" 3'- 3'-3y 3'-3y" 3'-3Y" 3'-X 3'- 10" - ;t= CR25 CR25 CR25 CR25 CR25 CR25 CR25 FWH6068 Liz _-- --_ _ -- - -- ------ --- ---- — KEHL DESIGN ASSOCIATES UC IIOTE: VERIFY ALL DIMENSIONS TO N INSURE FLOORS OF NEW ADDITION residential & commercial design . consulting ALINE NTH FLOORS IN EXISTING HOUSE. 31'-2%" PO.Box 1675 phone; (631)433 9084 coALL HEADERS ARE TO BE co New York 11971 E-Mail; ssbn654@optonline.net � (2)13/"X 9%" LVL UPJLESS = Ke S u n roo m OTHERWISE NOTED � %%If//%%Den os ormed�o �Associates, tC Existing � OWNERSHIP & USE OF DOCUMENTS: NOTE: VERIFY ALL DIMENSIO"dS These drawings and specifications including the INSURE WALLS OF NEW AD')ITION Great Room ideas, design and arrangements represented CIA Media Room ASSOCIATES, LLC. No part thereof shall e LINE-UP WITH WALLS IN HOUSE. property copied, disclosed to others or used in connection N with any work or project other than for which NOTE: PROVIDE FIRE BREAKS they have been prepared without written consent. AS PER 31'-2?� THE 2020 10'- -9%" 12'-0 RESIDENTIAL CODE OF NEW YORK STATE REV: Ex. TWT2017 AN61 over C335 FWH2968 over AN61 over Laundry TW20310 5'-10" Trimmed Opening Room r EI I° 1 i Slbsam - " O Showw ) Po I Equllp. "' Slean, 3Y �, Shower RoomI I ---- I 2679 Door I I I � O I Ex. Cl. Ex. Cl. New 48"� -- _ Ian I Existing Master Great 4 Bath Room �86° I 9 Layout boo WORK NOTES: New Layout I ' kitchen La T I Y I '-�Y" I Q I Ex. Vestibule NOT FOR �" CONSTRUCTION I I See-Thru Refr. I I I i Fireplace I -- ---------- USE UNLESS CERTIFIED BY Ex. PROFESSIONAL I I , -' - - - - - Powder ENGINEER Room I I I z Existing ; Existing - - - Existing Existing Existing I I I g Garage , Dining - - - Foyer Living Master PROJECT: I I I Room - - - Room Bedroom JAI^0 D I I IDE Ucz I I I I I 150 RED FAWN ROAD SOUTHOLD, NY, 11971 a a SCTM: # 079-02-7.1 DRAWING TITLE: EXISTING FLOOR PLANS FIRST FLOOR PLAN - - - - WITH MODIFICATIONS TO THE MASTER BATHROOM, Scale:4"= 1'-0" KITCHEN AND THE CONVERSION OF THE SCREENED PORCH TO A SUNROOM EXISTING WALLS NOTES: 4 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW WALLS 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. NEW HALF WALLS ;SEAL: DATE: APRIL 01, 2022 PROJECT NO: 1122-2022 DRAWN BY: BDK �O NEW y CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �A �53 EF,4,� O © LLC. ALL FLOOR PLANS AND ELEVATIONS ARE * ,� r;; ip 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 COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, REEF NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT n0 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 PROTECTED UNDER FEDERAL COPYRIGHT LAW, 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 � oo Al 02 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. .o ���SSIONA� 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 KE11 DESIGN-ASSOCIATS,>� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. GENERAL NOTES: 74/z SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUOTION %..,, _ General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OFF 0 N T R A C T 0 R N T E S Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �`'% 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: _ 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LIC 1 • 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 1 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. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX1675 phone, (631) opto33 9084 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@optonline,net 3. MINOR 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTTON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, Kehl Design Associates,LLC oformerlyDAKAssociotes,LLC 4 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. 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. �WNEKSHiIh & USE OF DOcuMLN15: 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 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. 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 DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6, 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. with any work or project other than for which 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: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUII DING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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 1HE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 1 ,900,000 PSI v ACCUMULATION. E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. F = 90 PSI 9. F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUT-ING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES LLC. NOTE 10. ' 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 AFFECT_:D 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. 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 STRUCTURE. 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 SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sgft 130 (mph) TO MODERATE degrees C SEVERE 3'-p" MODERATE TO HEAVY kLIGHT 11 YES 1984/1998 G USE UNLESS 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 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 (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ENGINEER 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) 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 TI-': 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STOfiAGEb 10 OPENING METHOD AND NTAIN SHALL SHAILL NG BE SECURED THE PRODUCTWI HIT THE ATT CHMEOTHARDWARE PROVIDED.PANELS SHALL BATTACHMIENTDSHALEBEIDESIGNNED FOR TTO RESIST THEHE E FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. UNINHABITABLE ATTICS WITH LIMITED `1T0RAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY 20 CORR]SION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAV` A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOP EACH CASE, RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVLD �iTH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. -- 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 a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILSd 200n 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, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf Son INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a a 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 HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 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 = NA AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH if (OOD 2076-BUTCDING CODE OF NEW YORK STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) R E I D [E KI FOR SI: a, This table is based on 180 mph ultimate design wind speeds V,, and a 45-foot mean roof height. rE C E E tf.t TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm21 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TW l MILY DWELLINGS (AI 230) b. Fasteners shall be installed at opposing ends of the wood structural panel. 150 RED FAWN ROAD a. 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) JUL 1 5 2024 SOUTHOLD, c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into D, NY,, 11971 LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonryor masonrystucco, the shall be attached usingvibration resistent anchors 5 1!"CF't?�T 1""n""�` '1e"rt 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 withdrawl capacity f 1,500 pounds. NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS SET FORTH IN CHAPTER dfoy�gl c.g"L��6 ;U 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 SCTM: # 079-02-7. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PNE #2 AND BETTER 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 CONSERVKION CODE OF NEW YORK GENERAL NOTES SCOPE 0 P E 0 F WORK 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 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS /,S PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STAGE (2020 ECCCNYS), BASED NEW FINISHED BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA EXISTING SCREENED PORCH TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. FIRST FLOOR NA CONVERTED TO A SUNROOM. INSULATION AND FENESTRATION REQUIREMENTS BY CCMPONENT ASHRAE 901-2016 THESE PLANS ARE AN INSTRUMENT. THE SERVICE AND ARE THE PROPERTY THE . g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL ISS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA MASTER BATHROOM LAYOUT THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATK�1 SKYUGHIrb GLAD CELM WOOD MASS FLOOR BASEMENTc sue d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MODIFIED MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN DONE L:ACTORb t�FACTOR FENESTRATKNI RVALUE FRAME wall , R-VALUE WALL RVALUE SPACE° 3HGCb,e RYALUE R-VALUE' R•vALUE aDE� R-VALUE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE WIDTH, - NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN TH, OR GREATER, WITHIN NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ADDED EGRESS TO ROOM IN THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ENCEPT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA BASEMENT 4ARINE 0.32 0.55 0.40 49 20OR13+5n 8113 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCIEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. REMOVED STAGE TO BUILD BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK ATTIC HOUSE a NA WORK-OUT AREA IN BASEMENT For SI: = 1 foot = 304.8 mm SEAL; DATE: ATTIC (HOUSE)(b) NA PROVIDED 6' OPENING INTO 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 APRIL 01, 2022 NEW GARAGE ADDITION NA REC. ROOM AND CLOSED DOOR 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 IN HALL NOT LESS THAN 30 INCHES R-value specified in the table. PROJECT N0: ATTIC (GARAGE)(a) NA p � COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, .,,� ' b. The fenestration U-factor column excludes skylights. The SHGC column o lies to all lazed fenestration. ter, 1 1_, •.-.- BONUS ROOM NA INSTALLED NEW KITCHEN 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN PP 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � ;s 1 122-2022 C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the M.g"., _ ,� ' DRAWN BY: SCREENED PORCH REMOVED 500 sq.ft. 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. ^ • y �'� �.,' BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 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 covit insulation at the : �r p., CHECKED BY: EXISTING DECK NA MEMBER DEPTH. / y WRITTEN AUTHORIZATION. ., N interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the F NEW SUNROOM 500 sq.ft. basement wall plus R-5 continuous insulation on the interior or exterior of the home, "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4i THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE �-_,� . _.a COVERED NEW DECK NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC, �,`��` ! y ' '�" �" �TEET NUMBLN: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS � `��--""""'"��-�$, EX. COVERED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT, d. R-5 shall be provided under the full slab area of o heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN : • rrJ h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab d -� - ~� POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. f "°� - ��'��o„ G 1 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. ReservedOr �t0`�j�' 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 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the aUtharlZaflOn Of IOCOI governing o encies SUCK as Suffolk Count Dept. Doe NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, g g g y p (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. r 1 1 11.1)3 plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such ageficies prior to s I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. C KEMDESIGN•ASSOCIATPS,uc insulation is on the interior of the mass wall. 7/,� SIMPSON STRONG-TIE CONNECTORS SPECIFIED FOR CONSTRUCTION / USE A MINIMUM OF / v, /'� i TWO Bd NAILS THIS MTS20 LTS20 SO. SIDE OF TRUSS, PROVIDE 1 HGA10KT ON FASTENERS ALLOWABLE LOADS LOAD LATERAL WITH TOTAL FOUR e /• ® SIDE OF CEILING JOIST MODEL GA UPLIFT UPLIFT 133 160 8dx1 CODE 8d NAILS ° AND ON SIDE OF RAFTER �/ _ \ NO. TO TO TO AVG ( / ) NAILS REF. INTO TRUSS RAFTERS/ PLATES STUDS ULT. (133) (160) F, F2 (133& i STU TRUSS =- = NOTE: REFER TO SIMPSON WOOD CONSTRUCTION c TAKE-SIMPSON -_ TAKE-UP WASHER H7 15 4-8d 2-8d 8-8d 2991 S30 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND =-� KEHL DESIGN ASSOCIATES roc PROPER INSTALLATION PROCEDURES _ - • residential & commercial design • consulting H6 16 1 8-8d 3983 915 950 650 5, 44 - s DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTR'x12 ° PO,Box 1675 phone; (631i 433-9C84 (TOTAL) LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° MODEL GA INTO • • •' AVG 2 REF. PLATES o Southold,New York 11971 E-Mail: ssbn654aoptonline,nef N0. MAX. CLEAR ULT. LFTA LFTA o 0 WIDTHSPAN L QTY DIA 14" 2" 24" 3" 31" 11" 2" 2�" 3" 3} EIGHT-' 8d NAIL S P 4 INTO Kehl Design Associates,yL^LC o formerly D A K Associates,LLC LFTA 16 2J" 17" 38j"16-10d - 4200 1205 1400 5, 44, 85 STUD ° UWNERSHIP & USE OF DOCUMENTS: 2 DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS o0 These drawings and specifications including the MODEL L AVG 10d IOd x 12" CODE ULT. REF. LFTA L S T A 21 ° 10d tOd x 1}" (133 / 160) (133) (160) ideas, design and arrangements represented N0. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 4-10d x 1}" 3116 l000 Sao loo0 3, 4t, 12s Simpson Strong-Tie copied, disclosed to others or used in connection HGA10 MTS16 tg 14-10d with any work or project other than for which they have been prepared without written consent. MTS20 20 14-10d '14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 DETAIL "W" LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNW- DETAIL, "Ell STU 8"- COUPLER NUT DOUG-FIR-LARCH, Equal number of °° SIMPSON TYPE OF DIRECTION S0. PINE CODE specified nalls In ° TAKE-UP WASHER ALLOWABLE LOADS REF. each e n d Simpson Strong-Tie CONNEC- OF LOAD MODEL TION FLOOR ROOF (133/ I C S 16 A R T5 x 1 N0. (100) (125) 160 G 515 645 d70 8 LTP4 5 J 515 645 B70 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN DEFLEC N ART`J'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. NO. ANCHOR gOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY HB4 SB W H B SO CL DIAS e DESIGN LOAD DESIGN °O GA GA WHEN RAISED OFF o QTY DIA 12" 2" 2�" 3" 34" 5," LOAD T}{ SILL PLATE ° 0 0 HD2A 16 12 4{g" 2�" 2 " 8" 2{g 1t1s 2 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS W L STUD PLATE ULT. (133)z DF / SP (160) RODE NO. SP4 3A" 7J" ;-10d x 14" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE yy L NAILS °° WORK NOTES: N0. GA 100R (133) (160) REF. LSTA21 20 1 " 21 d- 905 1205 1295 7, 40, 90 °o s MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. REF. W L NAILS 100 (133) (160) GA FLOOR Simpson Strong-Tie STU 8"- ' MSTA24 18 1 1 24 1 18-10d 1 1025 1 1370 1640 1 7, 40, 90 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON MODEL L FASTENERS SPACING REF. HD2A NOT FOR TAKE-UP WASHER NO. END GA CUT LENGTH (TOTAL) 2 (LENGTH L (100) (133 / 160) oc. (� �;! OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tle CONSTRUCTION 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 1 I 16 CLEAR SPAN +31" 1'r" 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS IS DIMENSIONS FASTENERS pN• UG-FIR ARCH PIN A OWAB F LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE NO. CA W H 3 1od 1sd JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAEL 'IF" ULT. (133)(160) 10d I 16d I 10d I 16d I 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 41" 2 4-t6d 4-t6d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "III CNW- CERTIFIED BY A COUPLER NUT HUS210-2 14 3A I 9{ d I 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 PROFESSIONAL -DOUG-FIR AR H PIN ALLOWABLE LOADS FASTENERS UPLIFT UPLIFT FT LATERAL CODE (133/160) REF. ENGINEER MODEL A N0. GA ULT. TAKE-UP TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 � HGA10KT 1 14 4-SDS4"02" 4-SDSJ%3" 1523 1 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR o /• ® SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS. i MTS16 sTu ANCHOR BOLTS MTS16 SIMPSON LSTA21 SIMPSON TOTAL FOUR �. HD2A TAKE-UP WASHER Strong-Tie 8d NAILS L S T A LD 1 INTO TRUSS H U S 210-2 77 TWO , Ft L R E S I "Ulm` E IN C E-= 8 AIL i TO PLATES 150 RED FAWN ROAD °®" EIGHT TWO 8d NAIL Rd IN INTO INTO DETAIL " A If �•, STUD Simpson Strong-Tie PLATES °Oo 1� ® SOUTHOLD, N 1 , 11971 H7 EIGHT IN NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" SCTM: # 079-02-7.1 LFTA ° RED SYSTEM DRAWING TITLE: LFTA LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ° L S T A 3 0 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 per vertical CHARTS & .CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22,3 cu.ft.u.ft. per vertical ft.. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS I ' 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I. / ROOF DRAINAGE CALCULATIONS AND LTP4 Ll PLUMBING RISER DIAGRAM I LTP4 LTP4 NOTES: DETAIL "C" 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 Simpson Strong-Tie FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-t o-E l,o o r Connections Ridge Stmpping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail Simpson Strong-Tie IV FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-I-loor Connections SEAL: DATE: APRIL 01, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT N0: EQUAL TO OR GREATS-R THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. •� 1122-2022 ' >',.. .. D F W N BY: N❑ SUBSTITUTI❑NSBDK All framinghardware shown o-) these lans, P �` ' ,�;,�`' �-.-"* �' CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved or authorized. 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 cr SHEET NUMBER: -- ���--_�� Due to the relationships of =ro ming hardware to �- r.• 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 framing 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 , r � r.,� f G2hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. e ' null and void, and will result In the Installer/contractor assumingonsibilit for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, res p y g 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 """"'" USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 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) (D IEHIrDESIGN•ASSOCIATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Wood Roof Shingles �" T&G Decking2x8 Roof Rafters @ 24"oc. _ __----7 ��L� / = a R-30 Insulation ' "` 1 e CDX Roof Sheathing ` 11 a" T&G Decking / 3x10 Rafters @ 24"oc. KEHL DESIGN ASSOCIATES LLC PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design . consulting mpson Hurricane Strapping THE 2020 RESIDENTIAL CODE OF NEW YORK STATE W.I.F. 80 Series x 18" @ 16"oc. R-30 Insulation �' Sheelrock PO,Box 1615 phone: (631 1 433-9084 NOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Mail: ssbn6540coptonline,net Typical Existing Exterior Wall INSURE FLOORS OF NSW ADDITION New Sunroom ALINE WITH FLOORS IN EXISTING HOUSE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 2'-0" 2-a" 0 2'-0" 2'-0" 2'-0" %% %r 7i//rrTr �T Basement o 0 2x4 @ 16"oc p Sheetrock 10" PC. Foundation �" �- �' OWNERSHIP & USE OF DOOUMLNTS: (3)2x10 ACQ Girder (3)2x10 ACQ Girder �' (3)2x10 ACQ Girtler � (3)2x10 ACQ Glyder 2x6 Studs 16"oc ;TTi R-15 Insulation ALL HEADERS ARE TO BE These drawings and specifications including the Section R-19 Insulation o — — — — — — — — — — — — — - o „ ideas, design and arrangements represented � — I — — — — — I — (2)1/X 9Y" LuL urILESS therein, are the property of KEHL DESIGN I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OTHERWISE NOTED ASSOCIATES, LLC. No part thereof shall be New R-30 Insulation a COX Subfloor Simpson Hurricane Strapping mpson Hurricane Strapping ew copied New New N , disclosed to others or used in connection 4" PC Slab I o Monolithic o Monolithic o Monolithic T New Waterproof Membrane with any work or project other than for which it Foundation Foundation Foundation New Flashing NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. 20"x 10" PC. 9 2x10 ACO Floor Joists @ 16"oc.footing 1'-10" New Wall Ties INSURE WALLS OF NEW ADDITION � (3)2x10 AGO Girder New Exposed Brick Foundation LINE-UP WITH WALLS IN HOUSE. New #5 Horizontal Rebor REV: 1'-1�B New MasonryHurricane Stropping (3)2x10 ACQ Girder ewX See New Typical —Existing 12" Sono Tube pP g I New Yp New New o Monolithic 4" PC. Slab with 6x6 �1Ox10 WWH. d 4 PC. Slab with 6x6 1Ox10 WWM. 4" PC. Slab with 6x6 � 1Ox10 WWM. New g NOTE PROVIDE FIRE BREAKS I Conc. Filled AS PER Foundation Attached to Monolithic Foundation Sunroom Floor Attached to Monolithic Foundation Attached to Monolithic Foundation Monolithic New #5 Horizontal Rebar fxt%s� Foundation THE 2020 1' 10° �g•� RESIDENTIAL CODE OF New Typical Existing NEW YORK STATE I and Foundation Section y 24"x24"x12" I I Furnace Room Conc. Flg, Page A101 Sunroom Floor Min. 3'-0" Below Final Grade J and Foundation Section I I I I I I Wine Rack Desk - 14'-2N -0" 18'-5Y4" '-4 WORK NOTES: " 20'-8" PROVIDE HURRICANE STRAPPING IN ACCORDANCE IMTH I I Wine L _ m THE 2020 RESIDENTIAL CODE OF NEW YORK STATE I I Rack Area Office c ash Roo Furnace Room m m ( i m m Rec Room o N NOT FOR lg Hr FireRated CONSTRUCTION NOTE: VERIFY ALL DIMENSIONS TO � I Steel Doorr and INSURE FLOORS of NEW ADDITION I Assembly with ALINE WITH FLOORS IN EXISTING I I CI CDHOUSE. Self-closing Hinges USE UNLESS CERTIFIED BY A Y I � ArchWa - Provide New ALL HEADERS ARE TO BE I 2068 SL 5068 T.O. 2068 SL 2068 3068 O PROFESSIONAL (2)13/"X 9%" LVL UNLESS ENGINEER OTHERWISE NOTED - cc Main Hall Main Hall Main Hall o CD NOTE: VERIFY ALL DIMENSIONS Ln INSURE WALLS OF NEW ADDITION I I "' LINE-UP WITH WALLS IN HOUSE. I I 2068 2468 O 0 0 0 0 0 / o O ❑O 511 NOTE: PROVIDE FIRE BREAKS � I Fill-in Opening AS PER I I C I o PROJECT: THE 2020 I � ' RESIDENTIAL CODE OF I 0- Bathoc NEW YORK STATE 1 i _J CD 0 Q t I I � - 2468 26'-'Y" Weight Room l E E H J�C6 Em Exercise Area D I I � D&D 150 RED FAWN ROAD Gaming Room M SOUTHOLD, NY, 11971 I I Storage Room Rec Room I Ica � Provide(2)14"xs -a" LVL 2468 SCTM: # 079-02-7.1 I I 2" I I Header Posted to Floor I I to Support Floor System HVAC ;DRAWING TITLE: a Above I I Built-in Storage Cabinets Room EXISTING FOUNDATION PLAN / CW14L WITH NEW EGRESS aewJ rove a Egress Window at Location LOCATION Egress in Basement and Window Install Bilco ScapeWell Provide(2)2x12 ACQ Polyethylene Window :NOTES: BUdc around Window Well with Steps or THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Opening in Concrete Equal as per 2020 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Residential Code of PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Wall(VIF) Verify Location NY State,Section 310 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRID FESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Insure proper water proofing I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ,Ik— 1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. around opening and that the 11;' 2'-2" 2'-2" bottom dwell is a min.of 6" sEAL: DATE: BASEMENT FLOOR PLAN provide proper drainage. to 5'-3Y4" AY IL L 01, 2022 provide proper drainage. ' �"_ �r-Orr PROJECT N0: Scale: N. d 1122-2022 t.t•� �r,.....� �.: DRAWN BY: BDK " CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ¢ EXISTING WALLS _ © COPYRIGHT 2022 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF t";€�' �f10 a ."Y ..,... 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 �.,� � s. .. Y \ �Y�,s C � NEW WALLS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS SKEHL IGN LICENSEDCIATES, LLC. THE EXCLUSIVELY TO TIGHT TO RE BUYER, WITH OWRITTEN PROOFY ONE TOFEPUROCHASEESE 1Ja�� t�V`��»{t ' 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 NEW HALF WALLS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ' 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) p y q ' KEMDESIGN"ASSID IAIES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction, 17, / ;i, PROVIDE HURRICANE STRAPPING IIJ ACCORDANCE WITH -- THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1'-11 3'-3y" 3'-3�' 3'-3y' 3'- � 3'- 3'-3T -10" -OY ' � - CR25 CR25 CR25 CR25 CR25 CR25 CR25 FWH6068 --- - -- - KEHL DESIGN ASSOCIATESc o'TOTE: VERIFY ALL DIMENSIONS TO residential & commercial design • consulting INSURE FLOORS OF NEW ADDITIONN ALIVE WITH FLOORS IN EXISTING HOUSE. 31'-2Y4* PO.Box 1675 phone: �631�433-9084 Southold,New York 11971 E-Mail: ssbn6540coptonline,nel 00 ALL HEADERS ARE TO BE (2)1 4"X 9Y2 LVL UNLESS = .. Kehl Design Associates,LLC o formerly D A K Associates,LLC OTHERWISE NOTED S u n roo m ,���-�����r� ��T,,�� �-.��, --�,,,,;, Existing OWNERSHIP & USE OF DUCUMENIS: NOTE: VERIFY ALL DIMENSIONS M These drawings and specifications including the INSURE WALLS OF NEW ADDITIOK Great Room Ideas, design and arrangements represented `� herein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. Media Room ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection N with any work or project other than for which NOTE: PROVIDE FIRE BREAKS they have been prepared without written consent. AS PER 31'-2 a THE 2020 10'-4Y," -94" 12'-0Y' RESIDENTIAL CODE OF I REV: NEW YORK STATE Ex TWT2017 AN61 over C335 FWH2968 over AN61 over Laundry TW20310 5'-10" Trimmed Opening RoomEx I I . Show Equip. Steam 2 Po I Shaw Room I 2679 Door I II )� I Ex. Cl. Ex. Cl. New ��e i Existing � Master � 4" Great � Bath I I I ; Room �F,9 ems. Layout W oor ORK NOTES: New kitchen Layout ; .-,Y" I I a NOT FOR �. I Ex. Vestibule - See-Thru Refr CONSTRUCTION I I Fireplace — — —— — — — — — — — — — USE UNLESS I ..0 I I I III CERTIFIED BY A Ex. PROFESSIONAL Powder ENGINEER I Room I . I I Existing Existing = _ = Existing Existing Existing Garage I Dining — — — Foyer Living Master PROJECT: Room - - - Room Bedroom I I I lo' 11T C)0 I I I I I I 150 RED FAWN ROAD — — SOUTHOLD, NY, 11971 a a SCTM: # 079-02-7.1 DRAWING TITLE: EXISTING FLOOR PLANS FIRST FLOOR PLAN - - - - WITH MODIFICATIONS Scale:in = 1'-0" TO THE MASTER BATHROOM, KITCIHEN AND THE CONVERSION OF THE SCREENED PORCH TO A SUNROOM EXISTING WALLS ",DOTES: 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW WALLS 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: NEW HALF WALLS �p APRIL 01, 2022 PROJECT NO: 1 122-2022 DRAWN BY: 1 J N BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE $„ "' !".: a`p_✓"�< • SHEET NUMBER: �., PLANS MAY NOT BE REPRODUCED WITHOUT ham:.; 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 PROTECTED UNDER FEDERAL COPYRIGHT LAW. r„G�, t; 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 'k-' = �. : �`��;�'���"„ •' ®2 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 agencies prior to construction. KEMDE,SIGN-MSOMTES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)