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HomeMy WebLinkAbout48438-Z �O�OS�FF01KcoG Town of Southold 12/13/2023 y� P.O:Box 1179 53095 Main Rd oy o� }fi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44809 Date: 12/13/2023 THIS CERTIFIES that the building ACCESSORY 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 9/7/2022 pursuant to which Building Permit No. 48438 dated 10/31/2022 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: "as built"accessory pergola with covered exterior kitchen as applied for. v The certificate is issued to Wood, Sarah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48483 11/28/2023 PLUMBERS CERTIFICATION DATED 6/26/2023 ituc lumbing Auth 1 d 1 nature ��oy TOWN OF SOUTHOLD BUILDING DEPARTMENT cm Ca TOWN CLERK'S OFFICE y • � f; 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 #: 48438 ' Date: 10/31/2022 Permission is hereby granted to: Wood,'.Sarah 150 Red Fawn Rd Southold, NY 11971 To: Legalize the construction of a combination pergola and covered exterior kitchen accessory,structure to an existing single family dwelling as applied for. Additional certification will be required. At premises located at: 150 Red Fawn Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-2-7.1 Pursuant to application dated 9/7/2022 and approved by the Building Inspector. To expire on 5/1/2024. Fees: AS BUILT-ACCESSORY $1,052.80 CO-ACCESSORY BUILDING $50.00 Total: $1,102.80 Building Inspector l �o��pF SO!/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh .southoldtownny.gov oug e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sarah Wood Address: 150 Red Fawn Road city:Southold st: New York zip: 11971 Building Permit#: 48438 Section: 79 Block: 2 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Owl Electric INC. Electrician: Tyler Lademann License No: ME-60853 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures .12 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1'dish washer, 1 mini fridge Notes: AS BUILT OUTDOOR KITCHEN Inspector Signature: Date: November 28, 2023 150 red fawn rd kitchen T6*n 14ail Aiinex- ' ;. P.'Tel e 'hone 631 76 54375 Main 6R d Pax:(b32)Z65.... P.O..Box 1179 tr Cx; .... ... . Southold,NY 11971-0959 '':. 0 `J LS BUILDING DEPARTMENT � J U l 3 1 2023 TOWN:OF SOUTHOLD - CER.TIFICA.T.T.ON Building.RermitNo. Owner:. 0 0 (Please print) j � corn ,.(Please print) I certify that the:solder used : &water.supply system contains:less than 2/l 0 of tow lead. .11 A- L (PIumbers Signature): Sworn to before me tlis Z�P_A,, I day of JC31� _, 2033— ` CHELSEA L. CHALONE Notary Public,State of New York Registration#01CH6287106 Qualified In Suffolk County Commission Expires Aug.5,20 ZS Notary-Public; F$ ' 0%" Town:Hall:Atmex Telephone(631)765-1802 54375 Main.Road Fax(631)765-9502 P.O.Box.1179 cr Southold,NY 11971-0959 JL BUILDING DEPARTMENT 1 3 � 2023 TOWN OF SOUTHOLD ,JUL ry C E R.T IF I:C.A'TT02 Date- J' :�' Building.;PermitNo: 4$43B Owner.:.. (Please print), P umber: . u .(Please print)' I certifythat the solder used in the water supply system contains less than 2/10:of 1%. lead: (PIumbers Signature) Sworn to before me tlis day:of. nc , 20 CHELSEA L. CH ONE Notary Public,State of New York Registration#01CH6287106 Qualified In Suffolk County Commission Expires Aug. 5,20 Notary Public, County. 50UTyOlo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: ('4AA49 a(* )4,4�-(76 l k�vr[41-1 �e V?i�v�u 17 174 P�4 V�14 -6 Gia g DATE INSPECTOR OF 50Ulyolo * # TOWN OF SOUTHOLD BUILDING DEPT. couHr+, 1 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: 0\5 b.u,L G� kooufl��-5 w©r _vN DATE `7- ��' a� INSPECTOR 4WW04-t10 FIELD INSPECTION REPORT DATE COMMENTS .o FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) z -- o G ROUGH FRAMING& y PLUMBING -yam •� 1 r INSULATION PER N.Y. STATE ENERGY CODE y'7 Y A FINAL p ADDITIONAL COMMENTS lilt O 22 OA: ® 8p -- ( � (23 qP c-1 4 a 6 v,(P_c4-ri Z- veat I oLfq 2 .Ql- boZ O N y z x d b TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. := Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y�,o• aag, Telephone(631)765-1802 Fax(631)765-9502https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E PERMIT NO. I Building Inspector: EEd���°°° SEP QV2022 jD Applications and forms must be filled out in their entirety.Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: cf- rJ-ZZ OWNER(S)OF PROPERTY: Name: SA H l�J 60 (� - SCTM#1000- 07cj � l'�'� Project Address J S�- KF_4 _ r FAW-4 P-ONI� _ �C��A l�L-� - Phone#: _ ry Email: Mailing Address:1 CONTACT PERSON: Name: Mailing Address: N Co r _LLB[ - -- SOJ 1..1-toL_J- Phone#: l�JI '��.�J.�. _0 Email: �S-ISN�'!o S . _ft 0 ^OqJ i—/Ne,�1� DESIGN PROFESSIONAL.INFORMATION: Name: - KE-1AL_..._N&S(- . -SSQL.- LLB, - - - - - Mailing Address: A�-!\I--1 tit L. L.J Phone#: fD<�1--'_�.3�-�Q� Email: S S O CSrJG.IIV -,SIFT CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition\ Estimated Cost of Project- ❑Other R cf-ffsSGA-S S f zJC J.err_ C F X tYi I mS Will the lot be re-graded? ❑Yes 5�No Will excess fill be removed from premises? ❑Yes ZNo CO ty S 12J C-ri.';74 PF--�4 L)LA A rvl I, Co u 59-Eb FXT+Z72�G(z__ k<t T ct+a of AOot_ S�hE 1 i 1 PROPERTY INFORMATION Existing use of property: �r_S l�f lll_ rara Intended use of property: Zone or use di ict in which premises is situated: Are there any covenants and restrictions with respect to �e �S this property? ❑Yes f%o IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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 taws,Ordinances or Regulations,for the construction of buildings, additions,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 buildings)for necessary inspections.False statements made herein are punishable as a,Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print ame): P ZT t�. )- ,6(+L— MAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 3P-ZI1' r NL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A �rrj 9 (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/her knowledge and belief;and that the work will;be performed in the manner set forth in the application file therewith. Sworn before me t�hiiss day of c7C,1�T-e ,20 2-7— Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2A2-(p I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i 6 ' r Buildina Department Application I AUTHORIZATION (Where the Applicant is not the Owner) I I I I, SAMN Woah, residing at 150 'REN FAWN •� (Print property owner's name) (Mailing Address) Souf KO LA IN Y 119-71 do hereby authorize ���l l d, }<E N L- (Agent) f to apply on my behalf to the Southold Building Department. 2— 7 — 2 )�=Z (Owner's Signature) (Date) f>AkptH Wove (Print Owner's Name) 4 . � Ks �OS L BUILDING DEPARTMENT- Electrical Inspect )r TOWN OF SOUTHOLD "o '` " Town-Hall Annex - 54375 Main Road - PO Box 1179 v' I � ., Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Y} rogerlD-southoldtownny gov — seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Owl Electric Inc. Electrician's Name: Tyler Lademann License No.: ME-60853 Elec. email:,owlelectricinc@gmail.com Elec. Phone No: 631-828-0995 01 request an email copy of Certificate of Compliance Elec. Address.: 877 Alvahs Ln JOB SITE'INFORMATION (All Information Required) Name: Address: Cross Street: — Phone No.: _ Bldg.Permit #: 43 email:OcAcieA�;c1"®_ P-CU� Tax Map District: 1000 Section: Block: t BRIEF DESCRIPTION F WORK, INCLU E SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES RNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServiceQFire Reconnect[]Flood Reconnect Oservice Reconnect ElUndergrou dE]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION - 12<5 Wv ok r L c�►1 joy 4$Z PERMIT P Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Usec special: :omments Young & Young L6t 2 / 400 Ostrander Avenue, Riverhead, New York 11901 9 631-727-2303 " Subdfvisfon - "ForOstbli At _- +�v10W i, Howard W. Young, Land Suri 07 a0 F / Thomas C. Wodpert, Professional Engineer � Robert C. Tast, Architect k METEpt D��E. .Ad ms, Landscape Architect I Professional Engineer 5�.35' 4•or � oc Y W E v o°x / Div NOTES -1 Pn o Y /e�' � AREA = I OQ,Oclb 50. FT r lit Lot I /ry co fi��F ` SUBDIV151ON MAP - "FORESTDROOK AT 5A'YVIEVV FILED ep U IN L.P. _ i Y / ( 4`0 JUNEE5THr= o2FO04 �5 FILE NO I CLERK aSUPF®LK COUNTY ON 4 �` - tea !• 0� to � `�°' �`� '' � ti / � � mr e• OS.T. L P•2 o S�21(EYOR'S CERTIFICATION° a / pL C • Ve }Ep� BY CERTIFY TO BAYVIEW CLUB, 1NC. & CHICAGO TITLE INSURANCE COMPANY THAT THI5 5J' 0 U SURVEY PNAS PREPARED IN ACGOFMANOE WITH F PRACTICE FOR LAND SURVEYS ADOPTED B F N saz. �• / V 0 4' STATE A55OCIATION OF PROFE55IONAL L 1 Opb �71 HONARD W. YOUN6,N.Y.S L.S. NO 48893. 10 � 5URVEY FOR �s7 °. ` 3AYV 1 GLU3, INC. p1aN �° LOT I "PORESTSROOK AT BAYVIEYq 3 fi R 'r' 0`4 At $ayvl®IN, Town of Southold & o ,� 0r l U Suffolk County, New York a70�0' ��� p co County Tax MOP District 1000 Section �q Block 02 tot �.I O T}� FOLK Lb\i rti%4f"i+~i DEPAY1 Y,E,%l 0.i'�eiri'4L 1 H 1�1fj FINAL �7V1�r E 1 S • / i s APPROVAL 05'i;0NI-Ki R.JQ'rC-i--.WORKS FOR SANI TAR`Ir ® QQ` J ES .0 " -2008 '.1 u i�b .�. AM �, Boa r }} 1 f.,., INAL SURVEY A W 2q0�, 2200-/r ja V : _'�1:�4�p 1�i�, ; .nl. �a�!:. �i.� � i.:l�iif:1' 3- :'+h'. 1' l:i 7FA ;ft' ! S ION LOCATION JUKE 29, 2006 3 5.T 28` 18' i In �'e'• "W�fr "i i +�.�.. r•i• 4'E' :;i�'t'!2i�ytS;,R:a!i•" :� tt AMENDED SANITARY SYSTEM MAR 14, ZO05 LP I 22' be S?Ivr- U _ __ u' _ Y MAP C:OMPLE'fED NOV 8, 2004 28, "t FffSURVEY 60MPLI=T3= NOV 4, 2004 LP2 55 ALE_ 1"e30 few L �,� • ' NO 2001-03334 _ Q • r 0 ■mimwea mw Q■STAKE Wr ■5TAM MW P.P.a ROOF DRAM RO. ROOF OV!!t �J i (if Y 'y .•t:•: i iv,u:,_.� `.41.Cf 1� ' AS 2001-0145-0001— 0040666—to s Road APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE-16-3 F B.P.# q83� NEW YORK STATE & TOWN CODES FEE: I, 10R .80 BY AS-REOUIREQ AND CONDIi MN8 Of NOTIFY BUILDING DEPARTMENT ATOUTHOIQTDWN 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTNOLD T�I'��' ���:, i'•'�•��'`,,,w 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION XX DEC 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. , ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN:OR'CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED Additional Certification .. May Be;Requfred. _41 GENERAL NOTES: "01 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUC-FION 'Fv CC) General Notes:NT RACTO R N 0 T E S , 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF 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 KE11 DESIGN ASSOCIATES, 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. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York11971 E-Mail: ssbn654@optonline,net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, Kehl Design Associates,LLC v formerly D A K Associctes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (ARA) specifications. 777 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 ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 7WNERSHIP & USL OF DUCLIMLNIS: 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 ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better C with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI 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. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDNG AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Flb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1 ,900,000 PSI Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI :3 W F, DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B- EXCEPT LEGAL HOLIDAYS. SEP 0 7 21122 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. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTEC PARTIES TO WORK OTHER THAN REGULAR HOURS. -Lr L 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. Ce )ILD IINY?D,7.j-f 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 HOT 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 1 .3. 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 ATTORNEYS 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 WORK NOILS: 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 THL 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 CARBOIJ 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 YORK STATE.CODE OF NEW R LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 lbs/sqft 130 (mph) C SEVERE 3,-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET I CERTIFIED BY A DESIGN CRITERIA (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 EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �ie INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438rnm) ENGINEER b METHOD AND SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAIN SHALINL BE S ECG THE URED PRODUCTWITH WITHTHE ATTACHM THE GLAZED OPEHARDWARE PROVIDED.NING. PANELS SHALL BEATTA MEDRlLLEDCHMENT SHALL AS REBEQUIREDDESIGNED FOR THETO RESIST THEE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, ENT 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 CORRI SION-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 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 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. 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 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200 h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f 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 50 h 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 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 PASSENGER VEHICLE GARAGES 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 I I PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- R301.1.1 ALTERNATE PROVISIONS IfflOOD THE HIGHEST ROOF SURFACE 3 STORY BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R,301.11 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = 13'-2 AS PER CHAPTER 5 OF THE 2020 BUILDING CODE OF NEW YORK STAIRS 40c AS PER TABLE 506.2 INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH M STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. t:zm 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) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,,t and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE 10 GRADE 13'-2" 1 POUND PER SQUARE FOOT 0.0479 kPo, 1 SQUARE INCH 645 mm?1 POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) PERGOLA AND a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD OUTDOOR KITCHEN APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. 150 RED FAWN ROAD 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, SOUTHOLD, NY, 11971 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 079-02-7.1 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #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 NEWYORK 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 NEWYORK 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 NEW CRAWL SPACE NA 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 FINISHED BASEMENT 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 STATE (2020 ECCCNYS), BASED EX. BASEMENT NA EXISTING SCREENED PORCH 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: CONVERTED TO A SUNROOM TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE . EX. FIRST FLOOR NA 9. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL ROSE SEAL IS AFFIXED HERETO. IITRINGEMENTS WILL 8E NEW FIRST FLOOR NA MASTER BATHROOM LAYOUT THE J01STS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE 1`7"� SKYUWTb GLAZED CEILING WOOD MAW FLOOR BASEMENTC UM 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 LI-FACTOPM LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL RVALLIE 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 SHGOb,e RNALUE ll RNALUE &DEMH WVALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ADDED EGRESS TO ROOM IN THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA BASEMENT 4 E)(CEPT 0.32 0.55 0.40 49 20 OR 13+!P 8M3 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC (HOUSE)(o) NA REMOVED STAGE TO BUILD BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: WORK-OUT AREA IN BASEMENT For SI: = 1 foot = 304.8 mm 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 AUGUST 31, 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 PROJECT NO: ATTIC (GARAGE)(a) NA IN HALL NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1134-2022 BONUS ROOM NA INSTALLED NEW KITCHEN 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN SCREENED PORCH REMOVED NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: interior of the basement wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD MEMBER DEPTH. CHECKED BY: EXISTING DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 'NRITTEN AUTHORIZATION. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the 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 PROPERTY OF 1A COVERED NEW DECK 1066 sq.ft THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE SHEET NUMBER: 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, 7 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS T 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 1if 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 heo,.ed slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN . GLAZING USED IN HNAIL ASSEMBLIES AN GUARS HALL B DSGNED WTH POOL HOUSE/ CABANA NA h Gi SAFETY FACTOR OFA 4.DR THE SAFETY FACTORD SHALLD BES APPLIEDE TOE EACHI OFI THEA extend below the slab FROOF OF FURCHASE. 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 (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, the authorization of local governing agencies, such 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. T) KMDESIGN-ASSOMT5,uz insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF ' MTS20 LTS20 TWO Bd NAILS THIS / DOIJ� FIR LARC SO. PINE UPLIFTSIDE OF TRUSS. 2 PROVIDE (1) HCA10KT ON FASTENERS ALLOWABLE LOADS LOAD m� LATERAL WITH TOTAL FOUR /• o o MODEL GA UPLIFT UPLIFT CODE SIDE OF CEILING JOIST AND ON SIDE OF RAFTER NO. TO AVG REF. 10 TO ( / ) _ Ir' 133 160 8dx1 8d NAILS NAILS INTO TRUSS RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& g TRUSS � ' 1.11411 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION - SIMPSON -a-H7 16 4-8d 2--8d 8-8d 2991 920 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = TAKE-UP WASHER MI DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •�— / residential & commercial design . consulting H6 16 8--8d 8-8d 3983 915 950 650 5, 44 — 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO c ART 'x12 8d NAILS ° P0,Box 1675 phone: (631�433-9084 CODE MODEL GA AVG p INTO ' REF. °U Southold,New York 11971 E-Mail: ssbn654@optonline.net N0. MAX. CLEAR ULT. LFTA 2" 2 3„ 3} LFTA PLATES °° °` •° WIDTH SPAN L QTY DIA 14, 2' 2�" 3' 3}" 1}" �" EIGHT S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL %79/%//T,i:✓<,,ill/J !%/.. r.Tn/i,r.7 i1i7"".7T%%/i ' INTO I//1°' / /%�,, /� " i,r� -.; LFTA 16 2�" 17" 38�' 16-10d — 4200 1205 1400 5, 44, 85 STUD DOUG-FIR LARCH / SO. PINE z FASTENERS ALLOWABLE UPLIFT LOADS °° OWNERSHIP BC USE OF DOC;UMLN I5: ° These drawings and specifications including the MODEL L AVG 10d tOd x 17' CODE C ° NO. ULT. REF. LFTA ° ideas, design and arrangements represented 10d 10d x 11" (133 / 160) (133) (160) L S T A 21 °° therein, are the property of KEHL DESIGN ° Simpson Strong-Tie ASSOCIATES, LLC. No part thereof shall be MT516 1g 14-10d 14-10d x i�" 311s loo0 840 loco 3, a1, 12s ° HGA10 copied, disclosed to others or used in connection ° ATTl with any work or project other than for which MTS20 14-10d 14-10d x 1 " 3116 1000 840 1000 3, 41, 128 0 °• DETAIL "K11 they have been prepared without written consent. 20 � ART�'x12 , L5T20 20 12-10d 12-10d x 1}" 1 2383 775 720 720 3, 41 CNW- 0 -Apr DETAIL, "Ell ° STU g'- COUPLER NUT ° DOUG-FIR-LARCH Equal number Of °' SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified Halls In TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d N0. TION (100) (125) 160 I' Simpson Strong-Tie G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S''''9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ•xi2 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2,a AT HIGHEST AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY 4 BOLTS ALLOWABLE o0 GA GA HB SIB W H B SO CL DIA-',° DESIGN WHEN RAISED OFF ° OTY DIA 14" 2" 2}" 3" 3;" 54" LOAD THE SILL PLATE 0 0 0 HD2A 16 12 4a" 21" 2 8" 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG DF / SP ODE W L STUD PLATE ULT. (133)2 (160) R SP4 3�" 7}" 1 6-10d x 1 j" 2917 7357 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 NO. GA W L NAILS 100 FLOOR (133) (160) REF, �� WORK NOTES: LSTA21 20 1 " 21 -1 d 905 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA REF. W8 — N0. L NAILS FLOOR) (133) (160) Simpson Strong-Tie STU 5 MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 SIMPSON MODEL L FASTENERS SPACING REF. HD2A NOT FOR GA CUT LENGTH (TOTAL) z TAKE-UP WASHER NO. (LENGTH END (100) (133 / 160) �� CONSTRUCTION OF ROLL 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 2r" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS ON. D UG-FIR ARCH PIN ALLOWABLE LOADSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" LUS46 18 3{�" 4�" 2 10d 16d ULT- (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN1/�/— CERTIFIED �Y 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3j ga" 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL D UG-FIR AR H P N ALLOWABLE A ART 'x12 STU 5" MODEL FASTENERS AVG — UPLIFT LATERAL CODE 8 N0. GA ULT (133/160) REF. SIMPSON ENGINEER . AKE-UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDSJ"x11" 4-SDS4"x3` 1 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 86 NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT TOTAL FOUR SE A MINIMUM OF S P 4 NAILS TWO tPROJECT: IN M T S 1 6 STU/. ° 1 Bd NAILS THIS L S T A 1 ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. - MTS16 SIMPSON SIMPSON TAKE-UP WASHER I 8 TOTAL FOUR /. @ ' HD2A - Strong-Tie 8d NAILS L_S T A 21 I ffOOD IMTD TRuss H U S 210_2 H C" E RE00" I 'Mm PERGOLA AND TWO F1 8 AIL i TO PLATES OUTDOOR KITCHEN 6d0 NAIL Bd NAILSi INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °�° CD H7 EIGHT 150 RED FAWN ROAD INTO Bd NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" SOUTHOLD STUD Simpson Strong-Tie ° H7 I Simpson Strong-Tie SCTM. # 079-02-7.1 t1 11 11s71 LFTA ° ROD SYSTEM DETAIL L LFTA LFTA Ridge Strapping ------ — -- ---- -- --- ---- DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS DRAWING TITLE: BP LSTA30 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD II1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22,3 cu.ft. per vertical ft.. 1'-0" DEEP POOL x 8' DIA. = 42,25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAIN I•' AGE I• CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM LTP4 LTP4 No J LS: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "C" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson Strong-Tie PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "B" E l o o r-t o-Floor Connections Ridge Stra lri FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE g pp g DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY AUGUST 31, 2022 PROJECT N0: EQUAL TO OR GREATER' THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ' 1134-2022 D RAW N BY: NO SUBSTITUTIONS BDK All framing hardware shown on these plans, i' .•-�.,•,„w„ ',;M CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �" r° )• �',;._;'!„ •' �.. �.. t . 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 �' *, SHLEI NUMBER: Due to the relationships of framing hardware to � � �'r the other com onents of the structure, an frarlin LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PRO%IISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A p Y g 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 _ hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. � � f G 2 null and Void, and will result irl the installer/contractor - - C. assuming responsiloi(ity for the design and R301.1.1 ALTERNATE PROVISIONS •r^' erforrlance of the entire s stem, 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 `: '� P y USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. rC; V(} DOB NUMB 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) ® EHbDESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEL DESIGN ASSOCIATES! �.c residential & commercial design • consulting 0 0 0 0 2'_1qY,•— _2' o"—fir' o, PO.Box 1675 phone: (631)433-9084 0 Southold,New York 11971 E-Mail: ssbn654@opfonline,ne1 I i'-34" '-10Ya +-3'-03/" Kehl Design Associates,LLC®formerly D A K Associates,LLC o OWNERSHIP & USE OF DOCUMEN I S: a o These drawings and specifications including the 10 ideas, design and arrangements represented 1'-0" therein, are the property of KEHL DESIGN A ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection A with any work or project other than for which 02 02 POOL they have been prepared without written consent. REV: D14 DN M c0 [V 1 CJ I � II 62 ,'-0" 41 �10" 0 N -1OK o N o t—2'-0'-1 -2'-o" —z'-,aY"—� WORK NOTES: • o 0 0 0 o I NOT FOR CONSTRUCTION 12'-9" � 26'-2�' USE UNLESS CERTIFIED BY A FOUNDATION PLAN o 0 0 26'- . PROFESSIONAL Scale. 1W=11-0° ` - 4'-10" -�—� n'-3 4" 1a�" - ENGINEER N ,4 0 0 14'-1101 Y PROJECT: N A -3Y" CV cV III 61 Lao A POOL 02 02 2" 2" 2'-1002„ 2" 24" Ish Refr. PERGOLA AND 24' N Storage OUTDOOR KITCHEN M DN Refr. 150 RED FAWN ROAD Slnk 2'-s4" 5 3n 4 SOUTHOLD, NY, 11971 .-74. SCTM: # 079-02-7.1 2" 2" Trash DRAWING TH LE N 2n 4 EXISTING o Range 88Q lV M FOUNDATION PLAN / 12'-9 AND FLOOR PLAN OF " 1'-4" PERGOLA AND o OUTDOOR KITCHEN 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 �' 11'-334" -1�" 3'-03/" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL N 26'_ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL 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: FIRST FLOOR PLAN P- AUGUST 31, 2022 PROJECT NO: Scale: w = , �-0" 1 134-2022 a �.y+' s•�, ruoj'j� DRAWN BY: BDK r CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE - � phi (D COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE 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 ;:;-'H =' SHEET NUMBER: 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 Fr: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTON. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ` "r� � �t* " Qfi, A101 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 KEMDESIGN•ASSOCIATPS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 'X/ Fpf] Ep A KEHL DESIGN ASSOCIATES, uc Jx11t LVL Girder 51"x I 11P LVL Girder residential & commercial design * consulting L r7 2x8 ACQ Floc r Joists @ 28-,"oc. PO.Box 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654@cptonIine.ne1 Kehl Design Associates,LLC 9 formerly D A K Associates,LLC 7� r-x 1 Ig'"LVL Girdef El '77"77 OWNERSHIP & USE OF DOCUMENTS: iFFr Flat These drawings and specifications including the ideas, design and arrangements represented A A Flat A/A MIL therein, are the property of KEHL DESIGN 2 ASSOCIATES, LLC. No art thereof shall be POOL copied, disclosed to others or used in connection 2 2x8 ACQ Floor Joists @ 28r oc. with any work or project other than for which Pitched 9 9 they have been prepared without written consent. C-4 REV: 15 CT Flat L_ I "9 C3 A 2x8 ACQ Floor Joists @ 2843"oc. Pitched Flat Flat 7-x 1110 1 Gi.111 or 2x8 ACQ Floor Joists @ 28r oc. LVL Girder 54-x 111"LVL Girder WORK NOTES: NOT FOR CONSTRUCTION REFLECTIVE FIRST FLOOR CEILING PLAN USE UNLESS 1 11-0" CERTIFIED BY A W Scale:4 PROFESSIONAL ENGINEER 2x8 Ridge 2x6 Roof Rafters ' CDX roof Sheathing Ices and Watarshield PROJECT: Standing Seam Metal Roof Simpson Tydown 2x2 ACQ Roof Bettors @ 211"oc. D 26 Collar Ties 7x 111"1 Girder 2x8ACQ Floor Joists 2e4'oc. //2xl8 ACQ Floor Joists @ 2e4 tU oc. IffO Simpson Post Caps Simpson Post Caps '?J"X N'LVL Girder Simpson Post Caps Simpson Post Caps C 0// Soffit Framing 11 — — REA" I D PE — — — — — — — — — — — — — — — I Q U Girder Packing and Trim 54h 11J'LVI_Girder X 1 LVL Girder 6X6 ACQ Post HB&G Permacalst Column Wrap • PERGOLA AND 3'"Steel Stud Framework OUTDOOR KITCHEN Covered with Hardim Board Concrete Sheathing 6x6 ACQ Post II ACQ Post Sheathing to be Veneerd with IHB&G Pennacast Column Wrap HB&G Permacast Column Wrap 150 RED FAWN ROAD 2'Stone Finish set In MAN SOUTHOLD, NY, 11971 Stone Finish Stone Finish Stone Finish 41 Slab with a Monolithic r Slab with a Monolithic SCTM: # 079-02-7.1 Poured Foundation Poured Foundation 4'Slab with a Monolithic PB66 Simpson Post Base Poured Foundation DRAWING TITLE: rx18"AnchorBoft EXISTING REFLECTIVE FIRST FLOOR I/ L 12'Concrete Filled Sona Tube CEILING PLAN AND 24)Q4'xl2* _J =Cone.Ftg. CROSS SECTION OF Min T-0'Below Final Grade PERGOLAAND OUTDOOR KITCHEN NOTES: Cross S art i o n A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE n - 1 1.0"I PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Scale:4 — �10 2 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL 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: DAI E: AUGUST 31, 2022 PROJECT NO: 4 t. 1134-2022 DRAWN BY: B D K -HECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 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 002 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. P- R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION I 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 KEHJiDESIGN-ASSOMTES,im 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.