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HomeMy WebLinkAbout49995-Z arra TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49995 Date: 11/3/2023 Permission is hereby granted to: Geslak Gloria 160 Gardiner Ave Hicksville, NY 11801 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 215 Robinson Ln Peconic SCTM # 473889 Sec/Block/Lot# 98.-5.711 Pursuant to application dated 9/28/2023 and approved by the Building Inspector,. To expire on 5/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $547.00 CO-ADDITION TO DWELLING $100.00 Total: $647.00 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httpq://www.soutiloldtowiuiy.gov Date Received APPLICATION FOR BUILDING PERMIT ,a V tm Office Use Only .. g Inspector: Buildin Ins ' PERMIT N0. P Applications and forms must be filled out in their entirety. Incomplete ran is not the owner, applications will not be accepted. Where the Applicant =, Owner's Authorization form(Page 2)shall be completed. Date:09/22/2023 OWNER(S)OF PROPERTY: Name: Gloria R Geslak ISCTM#1000- Project Address:215 Robibson Lane, Peconic,NY 11958 Phone#:516 298-5009 Email:gloriargeslak@gmail.com Mailing Address:22 New Point Place, Amityville, NY 11701 CONTACT PERSON: Name:Gloria R Geslak ,Maili,ng.Address:22 New Point Place, Amityville, NY 11701 Phone#:516 297 5009 Email:gloriargeslakgmail.com DESIGN,PROFESSIONAL INFORMATION: Name:Kehl Design Associates, LLC Mailing Address:265 Jasmine Lane, Southhold, NY 11971 Phone#:631433 9084 Email:ssbn654@opton;ine.net CONTRACTOR INFORMATION: Name:Alfredo Galdamez AGW Construction Mailing Address:32945 main Street, Cutchogue, NY 11935 Phone#:631 734-8349 Email:infoagwconstruction@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure FaiAddition iRAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 AT DATE(MMIDDIYYYY) A�V•+'I/1A" CERTIFICATE OF LIABILITY INSURANCE 08107/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Eric Kirk Kirk Associates LTD 631 _ PHONE NQ _7727 7767 FAX NII 631 727 7941 E-MAIL 18 First Street ADDR ssQ) an national com � kirk.a5sacsacamen ww_www _ _ ._ _,..... INSURERS)AFFORDING COVERAGE _ _ _,,,,, w_NAIC q RiverheadNY 11901 INSURERA: FARM FAMILY CASUALTY INSURANCE 13803 ..-_m�....___— __.._..._.—..�. �.._.. ..... . .._. ._ .... _ ......,,INSURERB:: UNITED_F_ARM FAMILY ....-.. INSURED Y COMPANY 29963 AGW CONSTRUCTION INC _. _. 32945 MAIN RD INsuRER._..�.�..�.........,a_. _ ..._.......u........._. .. ...m a . .e.m._,....a..,,.._.. .. D: INSURER E Cutcho ue NY 11935 INSURER ...._ ...._.w........ �...... __ _.. _.. . .... ,. �._..,. ....w. �. : COVERAGE'S CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �— ..... ._............ .. _ d ._. _. _ .. INSR.y.—�.. IAf3t74.SGT�'�!��. _ POLtCYE�t= Pi7LtCYEXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER 1 MMIGDIYYYY MMIODIYYYY A m.._.COMMERCIAL GENERAL LIABILITY X 3103L7814 03/22/2023 03/22/2024 �t1diU�,Ucs Ea occGarrrn $, .. �........,_ OCCURRENCE $ kCLAIMS-MADE � "1 OCCUR PR,EMIS,,,m,(•,_._, _aq) 100,000 x ( n one person) $ 5,000 CONTRACTUAL LIABILTIY PERSONAL s ADV INJURY $ 1.000,000 .. _ a... .... ...mm..m. ...__ .....,.-,.., GEN'tl-ACGREGAT'E.LIMIT APPLIES PER: .GENERAL AGGREGATE $ 2000,000m,m � •�.•y �,.X. POLICYF— PROµ f LOC PRODUCTS COMPlOP AGG $ 2,000 000 JEC'T' _—`- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ .�FS�r�c�Irlc�ant)_.- - ..,IT..ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED ,.•.,�._ BODILY INJURY(Per accident) AUTOS ONLY AUTOS $ HIRED NON-OWNED "•P'F1OPCt7'MIpARMbAGE� $ .�,.......�.,� -• ...__.... AUTOS ONLY AUTOS ONLY I,»,(4��^r ncce�Yenik..,.. ._. .....,_..,.... .,".,."..-.._...._ _......_....._. $ BRELLA LIAR U EACH URRENCE EXCESS LIAR $ '�- OCCUR OCC kMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION X 3104W6319 03/22/2023 03/22/2024 PER DTH AND EMPLOYERS'LIABILITY' N/A STATUTE ..�,,,,FR ANYPROPRIETORIPARTNERIEXECUTIVE Y I N E L EACH ACCIDENT $ 100,000 OFFICERIMEMBEREXCLUDED. (Mandatory In NH) .L DIS S 000 EAEMPLOYEE_$ 1-._..�..� ._00..,.�._... If yes,describe under DESCRIPTION OF OPERATIONS below El,DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS ILOCATIONS 1 VEHICLES (ACORD 101,Additlonal Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Gloria Geslak SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 215 Robinson Ln. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PeCOnIC NY 11958 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE LKIRK ASSOCIATES LTD I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ti Cated by RE,Scheck-Web Software Compliance Certificate Project Gloria Geslak Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 215 Robinson Lane Brett Kehl Brett Kehl Peconic, New York 11958 Kehl Design Assoc. LLC. Kehl Design Assoc. LLC. 265 jasmine Lane 265 jasmine Lane Southold, NY 11971 Southold, NY 11971 631-433-9084 631-433-9084 ssbn654@optonline.net ssbn654@optonline.net Sllalha-yarn-g . .. . . . . ,,. e.. .. Ii::::,.:z�:ne..c..o "b�r,�:� ��:'o uur, ., ... . n��ne�aa fl5u.uae��Tea�fs n�ee.a u�na:n lua„rn��-.ir.���u�uw�o¢�a�ir�a�.� liir� �I"n� �.p cau� P�:�� ¢.�u i������"tic.::�:�::c�2ao ua.. . .. Each . assearnbIly i n�.Ihe:, slra�:e..ofned e:lliim ate zcirne. u�nu.�..�� rnee:t the mi nir nu.uwn'n energy e:eade iiinsu ll�atio n 1.�..vaakuiie and delpth requaorerrna:nts. Envelope As5emblies Ceiling 2: Flat Ceiling or Scissor Truss 369 19.0 30.0 0.020 0.026 7 10 Ceiling: Flat Ceiling or Scissor Truss __- Exemption: Framing cavity filled with insulation Ceiling 1: Cathedral Ceiling - - Exemption: Framing cavity filled with insulation Wall:Wood Frame, 16”o.c. Orientation: Unspecified --- - — --- --- Exemption: Framing cavity filled with insulation Door: Solid Door(under 50%glazing) 0 0.320 0.320 0 0 Orientation: Unspecified Window: Wood Frame SHGC: 0.31 74 0.300 0.320 22 24 Orientation: Unspecified Window 1:Wood Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Unspecified Wall 1:Wood Frame, 16" o.c. Orientation: Unspecified --- -- --- --- --- •°-w Exemption: Framing cavity filled with insulation Project Title: Gloria Geslak Residence Report date: 08/07/23 Data filename: Page 1 of 2 y e Window 2: Wood Frame SHGC: 0.31 28 0.290 0.320 8 9 Orientation: Unspecified Window: Wood Frame SHGC: 0.31 23 0.300 0.320 7 7 Orientation: Unspecified Wall 2: Wood Frame, 16"o.c. Orientation: Unspecified _-_ __ ___ n__ ___ _-- Exemption: Framing cavity filled with insulation Door 2: Glass Door(over 50%glazing) SHGC: 0.32 53 0.290 0.320 15 17 Orientation: Unspecified Door 2: Glass Door(over 50%glazing) SHGC: 0.32 53 0.290 0.320 15 17 Orientation: Unspecified Window 1: Wood Frame SHGC: 0.31 45 0.300 0.320 13 14 Orientation: Unspecified Window: Wood Frame SHGC: 0.31 24 0.290 0.320 7 8 Orientation: Unspecified Wall 3: Wood Frame, 16"o.c. Orientation: Unspecified -- --- '--_ --- Exemption: Framing cavity filled with insulation Door: Solid Door(under 50%glazing) 19 0.300 0.320 6 6 Orientation: Unspecified Window 1: Wood Frame SHGC: 0.31 59 0.300 0.320 18 19 Orientation: Unspecified Wall 2: Wood Frame, 16" o.c. 263 21.0 0.0 0.057 0.060 15 16 Orientation: Left side Wall 3: Wood Frame, 16" o.c. 115 21.0 0.0 0.057 0.060 7 7 Orientation: Back Wall 4: Wood Frame, 16" o.c. 475 21.0 0.0 0.057 0.060 27 29 Orientation: Right side Floor:All-Wood joist/Truss 1,080 30.0 0.0 0.033 0.047 36 51 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 mandatorequirern nts listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Gloria Geslak Residence Report date: 08/07/23 Data filename: Page 2 of 2 A CK R .................... N_ LAND NIF OF troE MON IN ""qilt B SITE LOCATION RICHARD SMYTH ­4 9 :IN 1: NWCME FAMILY RESIDENCE M — ­4 CONNECIEDTOPUBU­ATER AT. Ip�5 xe RAP"01014"WL tual==90 --1, .1,W d.-ldmty t­Nj Fn leItoHNii, u.,,d h nPmdeaallmeaasn IV.% FIFE ............... No'. F_A,1tN �G I TH,0,itiNp­milk mW Y. 99 ,l ­lNN­IlhftNEC­Ji_l,lIEKWCldo 4 LAND NIF OF . ...... ....................... IVA Cuttit UIAMsOWAMAUTIVA 4 �A t I, SAFER 2011 p—, T 70-1 X_ _.-ps LOCATION PLAN 'UNT WFID, EDESCENDANTSTRUST kolA % mLoft Drift"a pa") MO FA009H&if"i Elk—TMWM ........... SCALE 1*=bULr COW110TOMPM!CWOUT IPPE ­11 ITME Top, F1 74 GENERAL NOTES A Del I PLAN VIEW I ALL kWMk%MQKM*WX(.W CO"I"NOO DKWI MIS CAM M TYE It VIOU"MO MC ­NHOLEMP) 24-NANHOLEMP) M1P ON9.04.114 -11DENCES now WITAMVV EXTERIOR RATED 7M2023 ELEVATIONSAREREFERENCEDTOTHENAIDNISDATUR S-OLCEFAMIN"IN' Po BOUNDARY AND TOFI]GRAMIC N.IUMATION FROM SURVEY BY itENHETI4 R WOYCHUK LAND SURIPING,RLC DATED CONIN 0 0 UBLICKATER AIMPCA[Axia A,*I"IT JUNCTION BOX UM, Nfir 'ATKANNDIAPTHM l4kUTILIBES FII IioCCWAA��CJMXIOF I ItA. ,"l 10, 1 BELOW GRADEBIN A ic. 1 0 v", '.MEN Ii WOW.THE CONTRAC ORoSXlM0AM 6k,2900i WeAkii bvOWHONTHESEf1AN$GC1&)teAPrW4 ANO 66 CR 1: — OF WINE IN WV MED .....LORNSAMIXIN �fl W G MUM BE CONFOR XCORDNGLY IN THE FED WAS11WATIR AWriP" PIC SC 11ii A I AM llkMSEP��ONOFTM(IDIFE��.��.LA��E�HTEEN11B)INCRES��CXISTOK�W�ED ��jj t BETWEEN WATER LINES,S70RM DRANWE ANOOR SANITARY LINES ORSTRUCTURES tKO ...... 0-- �HCMA 101, E THE CONTRACTOR SHAi.L BE RESMINSABLE FOR SECURING ALL NECESSARY FORMER BEFORE COMMENCNG WOW r —Eml FLM CLEM USA N,1iVsNTY,SlEft IM R1 0Y OUTER, IAC MISS A, 00 'pi,�T ORIV0AY 1hITMTOW A, 'pi,�T ORIV0AY LAND NIF OF FEDERALI.AAS,40CETWOCATNANCES Cctff=1699W�ffMMMUFORDTSKSTr. OP AKWOWAIkE DO ELECTRIC wRrItSE#R4e�DIAGRAM MITERIA1.1OFFITTE IMINBISHAU.NOT BE1U1UE11N SITE DOUGLAS C SLAMA Adl 2ot 'A� , A FIEVICAILIT111T NOT TO SCALE ILL PRECAST STRUCTURES SMALL INCLUDE SUFFICIENT FEEL RENFORCENEINT RX I tWUM FIRE MO SHRINKAGE, SINGLE F "I 0N FAMILY NEE BENCE CWN TRANSPORT,ANO TO&LOW THE STRUCTURETO WITHSTAND AASHTO A N LOADINCAT WE �ONNECTEDTOPUMICWATEFI ON THE PI-ANS I", Ih LL PRECAST STRUCTU RES SMALL BE MANUFACTURED WITH 4000 FS]128 DAY STRENGTH CONCRETE IT V 0%aAAy PIPE 10 q4 IdAl'im4rd.,OR As$"CH 0 ON AAM I vmlf�VANI 4A4V�7 off W flPIAW4, SECTION A VIEW SECTION 13-B VIEW 10 DURINGCOMSTRUCTION EROSION MO SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE INTHE00 4,tlAPKNWW i� � NTE�EOFERORMCONTRUTAWURESS�LWNF�MT@'PHIhOMMm a 14A FupClean USA GUOELNEI�FOR EROSION MD SEDIMENT CONTROL'TEST HOLE DATA -�-­,,,G�,� C­, _ 11 ALL BACKFILL SMALL BE SELECT ERANUi_ARMATENi COMPACTED TO 05%MAXIAUM DENSITY AT THE 07IMM MOISTURE CEN-f CONTE.AS DETERMINED BY STANDARD PfOGTORTEST DARXBRO­SMDYLOWjO_) I iq�S"'m ILL— Structural Dr ing i ,T,n, N SITE PLAN 1: IOIAbIA 1,1AM 10f EL 175 1 Mij�R, 0 SCkE M0_= _J BROWN SANDY BUILT(ML) 13 THERE ARE NO WETILANDS WITHIN OF THE PROPERTY 11 CONTROL PANEL WIRING DIAGRAM PA ALARM/CONTROL PANEL WIRING DIAGRAM P.2 pq IVNLXAIRwMIM40Aek'"kNN;ti19.11 PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS � 75 9 TEL 20 HIGHEST EWECTED GROUNDWATER EIEV) (A COPY OF THIS DIAGRAM 18 ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE) if TIE 2 1INDINMAIERILE11 WAT RINP4EMMANFINESAMO(SP) PLEASENOTE THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE PLEASE IF 0 CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROLLER UPGRADE OPTIONS Ito GEOSCENCE DATED 71MOD WATERENCOUNTERE 17E BELOW GRAUYE mg, "In -4 Or ;T pp p%�r6TM ----K RUT --NY N..„„,---- zl, No IW W SAO KMM 10,AAPVQR` FOLYMOK 2(r D PARTNO 017-20 P X" HOPE Aos MATERIAL VZ GATE, 8112104 "11 L-1 Felo� .......... ------ IWO EXIEWA MA"ONCHIS(CO111i ANDIOR RAPS)POW Of Opm ............T�Z­--A------------- AND KIST BE UL APPROVED THERI&V Fi FUNIPS VOIN nT TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS RUST BE AT LEAST 140 BEG. F, (60 DEG. C I. TERMINAL STRIPS AND GROUND LOG USE COPPER CONDUCTORS ONLY. CONNECT GROUND LOG IN PANEL TO A SECURE EARTH GROUND POLYLOK 3017-20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL DASHED LINES REPHISLNT FIELD WIRING FIELD VINING SECTIONITm l„I2t i76T TO SCALE HEALTH DEPARTMENT APPROVAL STAMP ZVENT THE VENT TO BE TERWoATEO VISMALBEACON N THFi THE ROOF ktlS V MIN WATERTIGHT PI.ASTC FRANIE I COYER WATERTIGHT PI.AMIC FRAME A Ci APFROVED WIAPPROVED UMNING OEV�E TO LDCNI�M'vCl FQmrl 0966 fiM(A 0,C9101pq M1"14ACWRY toanva'a wov mnao NUIA AX CONTROL PANEL PROVOS ENDW TYPE FF EL 93 LEVELING DE=E5 AT0 OVTL�Ts rL Iu°ry v WN EL 180 It L YmS., k4H AN.M5. 0 NY ft STRXIURETO RADE ilT Amil I — - Y. ... rwm educt "EN l' I — 11 ,Mi I.S r'1, �t _­iS, �L"ACH11FaIL SHAUSE�EDIN IryIr. CEFTA EACHINGSOILSASAPPROVID a LOWERARF N"' rl I Lz AIN THE EVENT Ill WEATHER RESISTANT MOSMN EA.IL IS &N FIRED EXCAVATION IS ................. 1,e.1$12 0 dv TOBEIONT 11IT1111ARE-11ALAID SAWILLEDASDETALED CUTTFNGRINGS MAYBEREQUIIED ELECT—SUFPLY FROM S.C.T.M.:DIST.1000 SEC.96 ELK.5.-LOT.11 DISTRIBUTION WMANGMAINELEC TANEL nI SLAB ICE SYMEMMODELCENI GESLAK RESIDEN FUJI CLEAN TR EL 127 LOT 1b-PECONIC BAY OAKS ............................................... VaN S.Iii AS SHOWN Condon Engineering, P.C. .SAIan MA HAIFILED 1U11811M NO 3434 LEACHING D—R by JJC 1755 Sgsbee Road 215 ROBINSON LANE OF Mattituck,New Yak 11952 -------- ----------- FUJICLEAN CONTROL PANEL AND BLOWER DETAIL (631)298-1986(631)298-2651 fax PECONIC,NY SANITARY SEPTIC SYSTEM PROFILE DRID 90r&23 www condonengineenng com SANITARY PLAN GENERAL NOTES: ;e �-•- SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION f General Notes: _ r^� 0 S 0 t 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Bbl " Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ,�rCs' 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. t� alb I� -_ JJJJ III',•` � !ae'!, 1 �J 15r�� i- rvc " L. ,v 2. FIRE SAFETY: s 1 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. =. 1 • !\LL V�ORK SHaLL CONFORM TO THE F:EO!JIRErJENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ` KEHL DESIGN ASSOCIATES LLC C' 'JE t-F NEIN YORK, FIRE DEPE,RTVENJ RJLES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. esidenrinl 8 crnnrnr•rcial d?i,rn o consulhn9 y' B. LOCKED AREA. �` - -.r..-. �•..-�--�, -_�; � PI ',CTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION V L BA i- CRE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLEI r f I ' 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. MATERIALS ALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH POpfioie: 631 433 9084 s 1�1,D PAY AL!_ FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. t 1141 E-Mail: ssbn654so fonline.ne r Southold,New Yof I OV 3 203 p 5. Erect and brace trusses in accordance to truss plate institute recommendations. MIi IOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. Kehlo signre�saef,rz�L,.�a-rzmyynpnKnsS< es,ILC 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. eOWNEFtSHIP 8c `USE, OF UU( UtitENTS: 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 TI- -_ CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented COIJSTRUCTION ;,AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN "E6.,l0VAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be ORDURING THE EXECUTION OF THE WORK- 8. Design values: p 3. DUST CONTROL: copied, disclosed to others or used in connection C• a. FramingLumber: DF north No. CONTRX. TOR SH^.LL LAY OUT H:S Orti'N WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: (north) A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. k they have been prepared without written consent. E = 1 ,600,000 PSI 'LIJi 1BIiJG, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR f, 7. I'Lt_ilviBliJS F^ ORT! SHALL BE PERFORIv1ED HY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. t; DLF'ARTI,IEN i OF BUILD.NCS 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 OC COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ELECTRICAL WORT; SHALL BE PERFORrdED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. T Hi;OUGH THE L UREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI UNDER FEDERAL COPYRIGHT LAW. Fv = 285 PSI PLANS MAY NOT BE REPRODUCED WITHOUT D = 4. NOISE AFTER HOURS: Fb 2600 PSI WRITTEN AUTHORIZATION. i THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I DRA^.INGS, AND f{LL 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, f 10KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. #' KEHL DESIGN ASSOCIATES, LLC. ALL PIPI'1G 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 RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1 1 , 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. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN { ALL DIMENSIONS ARE E=STABLISHED 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. ; PROOF OF PURCHASE. 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. t 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 Acceptance of these drawings does not authorize the right to 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. build without the authorization of local governing agencies, such 7HL 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 as Suffolk County Dept. of Health Services, Town Building RESOLUTIOrJ. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES Departments, DEC, FEMA, etc. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE FLAN USER'S FAILURE TO CARRY OUT . Verify all conditions, codes, and requirements with such agencies -1 CONTR! -' OR 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 prior to construction. Iv ''.'r,L1 BE RE_'PONSIBLE 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 A. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE H 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 �I?CHITECTL!RAL 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 RI_`,CLUTION. 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 'WORK NOIES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE REV: 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 10-13-23 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. (. V, GR_ JfJD NDSEISMIC 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 G Sill;4^d 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 8314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. P LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 I`_s/sgft 130 (mph) L C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. t s s_..,".»` . r l` ' ... 11 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 (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DLSIGN CRITLRIA 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. iA Lt PRESCRIPTI :L LESIG[I OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 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 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE _'_-ES(�) AN OCCUFA.NiCY CLASSIFICATICN(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 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 House Drawn - 1 ,845 Sf. b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT ;" - USE OCCUP •NCY UNINHABITABLE ATTICS WITH LIMITED`STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENTALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Max. House Livable Allowed f �l� IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS F;ESIDEiJTI•'L R-3 (SINGLE Fhti11LY) HABITABLE ATTICS AND ATTICS SERVED WITH 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. 3,350 Sf, TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPEOF 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. S 2O % Max. Lot Coverage 4,792 Sf. T'rPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) " R301 DESIGN CRITERIA _ V B GUARDS AND HANDRAILScl 200h FASTENER TYPE Total House Drawn - 1 215 Sf. 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, IV GUARD IN-FILL COMPONENTSf h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED �PROJECT: HEIGHT AND FIRE AREA 50 No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE p 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 PASSENGER VEHICLE GARAGES HEIGHT FIRE AREA 50a INCH EMBEDMENT LENGTH F- LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES is No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ROOMS OTHER THAN SLEEPING ROOMS BASED ANCHOR WITH 2 16 12 9 NE CHT,- Bi_ILD'_1G. 40 THr VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH a PL;djF TO THE AVER,,GE HEIGHT of R301.1.1 ALTERNATE PROVISIONS II!L ;L`,T 0_F L FACE UNLIMITED AREA SLEEPING ROOMS 30 Ya INCH DIAMETER LAGSCREW- i'" n""'°" r--� "," �°k r__ 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE HE' CIfhFTER 5 OF THE c, BASED ANCHOR WITH 2 16 16 16 A_ 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 f(C!IECIiJG cr?DE of NEW YORK STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Y{ 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) t - FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„ir and a 45-foot mean roof height. 0`,•' II--IGHT FF.1:1',1 I<ID'EE TO GRADE 29'-10" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ' a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural Danel. ,, 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) '� 5 �' " �'"� � LUMBER SPECIES AND GRADE 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 . PEl. UNIC7 t4Y 1958 - - the building frame. Fasteners shall be located a minimum of 2Y inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE I a 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 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES y, 1 ALL !I,. l'' E F-FAM':1G MA.TERIF,L. DOUGL'S FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, ; - -- OR GREATEROF NEW YORK STATE. SCTrA#1000- 08 - 5 - 11 , WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL _,T LF-CK FRAMING MATERIAL CCA NC PINE #2 AND BETTER PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY . _-- - 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 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, _ WHICHEVER PRODUCES THE GREATEST STRESSES. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND I - 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 ASHRAE 90.1-2016 GENERAL NOTES !•REAS OF S;RiJCTURrE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the fallowing: NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS 1. Section 8401 through 8404 N J: T, v!L 'S,PhCE A 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 "Mandator)" TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHLDULE OF THE 2020 RESIDENTIAL r' . FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CODE OF NEW YORK B . T " 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: !----- E'r B-{cE'.IEHJT 1080 s.,.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. cp' r r (NY)TABLE R402,1.2 a THESE PLANS ARE AN INSTRUIdENT OF THE SERVI,,E AND ARE THE PROPERTY OF THE EX F1 r FLOOR 1080 so.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT C T )i DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGWFNTS WILL BE !N=� FIFST FLOOR 1Q42 sq.ft. g. UNINHABITABLE ATTICS WITH STOEAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN 2��8 International Lner�/ Conservation Code (�ECC� SECTION \��J ALTERATIONS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CG'1TRACTORS SHALL VERIFY ALL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL EX. EL ,C JD FLOOR 657 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUEWALL RNALUE SPACEa FIELD CONDITIONS AND DII.'CNSIONS AND BE SOLEY RESPONSBLE FOR FIELD FIT. THE NEV, �I--S- _- --. ' HEVCri!L FLOOR SHGC RNALUE R-VALUEr R-VALUE &DEPTH RNALUE 100 sq. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESSIONAL ASSUMCS NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEV, uALCONY NA THE PLANE OF THE TRUSS 8503.1 General UNFORESEEN FIELD C011DITIONS AND OR ADDITIONS BASED UPOi,I COMMENTS NOT _ 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 FORl',IALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE Alterations to any building or Structure shall comply with the requirements Of this code for new construction. Alterations shall be such that the existing building Or structure is not less ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: ;SEAL: DATE: ATTIC.;HousFE� Na For SI: = 1 foot = 304.8 mm conforming to the provisions of this code than the existing building or structure was prior to the alteration. ----- 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 JULY 1 1, 2023 NEW GkF'AGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-volue of the insulation shall not be less than the Alterations t0 an existing building, building System Or portion thereof shall conform t0 the prOVISIOnS Of this Code as they relate t0 new COnStrUC{Ion without requiring the Unaltered portions 0{ the existing PROJECT NO: c AT TI _(GARAGE)(a) N NOT LESS THAN 30 INCHES R-value specified in the table. buildingOr building system to Com With this Code. Alterations Shall not Create an Unsafe Or hazardous Condition Or Overload existing building s stems. Alterations Shall be such that the existing bu'lTn Or NEW 9 Y P y 9 9 y 9 9 F,OF ✓y 1149-2023 BONUS ROO's NA. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 'L � 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN structure does not use more energy than the existing building Or Structure prior t0 alteration. Alterations to existing buildings shall Comply With Section 8305.1.1 through R503.2 �@ J. Co DRAWN BY: SCR=EIJED PORCHES 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 ^/1Ja interior of the basement wall. 8503.1.1 Buildin Envela e O �r i' 4- * BDK suN��oC�til Na I 9 P • � . . q;r, --- 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD * r r X _-HECKED BY: DFCK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the Bui4ri envelope assemblies that are art of the alteration shall comply with Section R402.1.2 or R402.1.4 Sections R402.2.1 throw II RA402.2.13, R402.3.1, 8402.3.2, Rz02.4.3 and 8402.4.5. r" MEMBER DEPTH. "15/19" g P P P Y g cr - { interior of the basement wall. shall be permitted to be met with R-13 cavity insulation on the interior of the ` g.:L,� 1rJ' NA I P Y i n,,yJl tl, W THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous EXCEPTIONS: The following alterations need not comply With the requirements for new Construction, provided that the energy use Of the bUllding Is not II CraaSCd: R_'G H' .✓ NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. - - o-LLI NUMBER: - - DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS CCV- FRCr T Poi-.cfl 4o s ft. 1. Storm windows installed over existing fenestration. q 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 s CCV'=n; L) ENTR ,NCL 20 sq.ft. R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 2. Surfaced applied Window film In Stalled on existing single pane fenestration assemblies reducing solar heat gain, provided that the code does not require the glazing or fenestration t0 be replaced. �' p 1E0O_ HOJSF�CAF'ANA NA h SAFEITY FACTOR OFNG USED IN A4DTHIE SAFETYASSEMBLIES FACTORDSHAARDBE APPLIED S SHALL ETO EACHOF(THETH A extend below the slob 3. Existing CCIIIn wall Or floor COVIt12S exposed during construction, provided that these cavities are filled with insulation. `�= _ FES"0 ACCES_o ,Y srRucruRE va 9 9 P 9 P E i _ CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 4. Construction Where the existingroof, Wall Or {loot cavityIs not exposed. C I IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved P z ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. o- ; V,!II'JU i S HOF' GE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. 5. Roof recovered. DOB NUMBEiT: Oi (; (bj VI- i STORiGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 6. Air barriers shall not be required and roof replacement where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of the building envelope. plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies wher more than half the ',0 KEIIL^DESIGN°ASSOCIATES, ur insulation is on the interior of the mass wall. '_,li,/ P ._ ON '1TRONL� IE CONNECTORS — SPECIFIED FOR CONSTRUCTION ; USE A _. SIDE DFITRUSS OF -- uuUu-L •: L',ttC H / SO. PIIJt U LIF TWO 8d NAILS THIS MTS 2 0 L T S 2 0 , f z PROVIDE 1 HGAIOKT ON FASTEfJrkS ALLOWABLE LOADS LOAD ( ) I' I L -�_ �] - 133 160 8dx1 8dTNAILSUR ° -� - —� - WITH ® � ---•3rDE OF CEILING JOIST b• „i,l� �� �Lt, f O EL GA UPLJi T UPLIFT CODE Jl AND ON SIDE OF RAFTER ��� � � � `•.,f" N_ TO AVC ( / ) REF. °o a F.AFTER T(i TJ U'_T. E' Ct ° `/ NAILS INTO TRUSS Ili �. HII ( IJu� TR_SS PLATES STI-IDS (13J) (160) t F2 (133& STU "- o 1�� r-t �F P 4� uu I i. — NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s TAKE 160) SIMPSON WASHER 7 t 4-5d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES Lac t PROPER INSTALLATION PROCEDURES i— residential & commercial design o consulting h,6 16 -8d 8-8d 3983 915 950 650 5, 44 — fALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS TWO ° ARTJ"x12 o e (TOTAL) AVC LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE INTO ° PO.Box1675 phone: 16311433-9084 Bd NAIL o ° r.'ODEL CA --. z NO 1.1Ax. CLEAR ULT. LFTA LFTA REF, PLATES °� o` °°°e I Southold,NeWYO(k 11971 E-Mail: $Shn654CaoptonIine,net d w!DTHSPAN L OTY DIA 1 " 2„ 2 „ 3„ 3 }„ 2" 2�" 3' 3 " L EIGHT S P 4 INTO Kehl Design Associates.LLC°fofinefl DAY.Associates,LLC L'"TA 16 ?.1" 17" 38E" 16-10d — 4200 1205 1400 �5, 44, ]85 STUD Y N DOUG-FIR LARCH / SO. PINE o OWNEKSHIP & UAL OF DOCUMENTS: FASTENERSz ALLOWABLE UPLIFT LOADS" o "C!,F L AVG 10d 10d x 12 CODE These drawings and specifications including the ULT REF. LFTA L S T A 21 °° Cod 1 ideas, design and arrangements represented C x �" (133 / 160) (133) (160) D therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No port thereof shall be ' T 1,_, 1%-1,;� 14--1od x 1}" 3HGA10 116 1000 840 1000 3, 41, 128 \ o Simpson Strong-Tie copied, disclosed to others or used in connection I ° with any work or project other than for which ° they have been prepared without written consent. 0 �� 20 i4-10d 14--1Od x 1}" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 0 ° DETAIL "K" 20 12-10J 12--1Od x 12REV: " 2383 775 720 720 3, 41 0 DOUG-FIR-Li,RCH COUPLER NUT DETAIL "E" °° sTu 8"- s, 10-13-23 / Equal number of o° SIMPSON TYPE Of RECTION S0. PINE CODE o '� y C,C, L CONNEC- OF LOAD ALLOWABLE LOADS REF. TIJrJ Loon ROOF (13:./ specified nails in ° TAKE-UP WASHER (100) (125 601 each end - I'' _ Simpson Strong-Tie G s15 645 670 CS16 ARTg"xl2 LTF' 5 J 515 645 670 6, 39, 97 a _._..._,_ H 515 645 670 DETAIL "H" t.1ATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ARTJ"xt 2 STUD DEFLECTION DEFLECTION CODE ODFL AVG REF, LENGTH OF BOLT z•1 AT HIGHEST NO MACHINE AT HIGHEST 3A C BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE t' HP° Se W H B SO CL s,a LOAD DESIGN o ',• CA D A QTY DIA DESIGN WHEN RAISED OFF o® l :4 1 4" 2' 2 " 3" 3 " 5}" LOAD THEILL LATE ° o Di 16 2 4 2�" 24" 8' 2 1 F' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° S 0 o HOO-L DWENSI0,'JS FASTENERS AVG AL-OWABLE UPLIFT LOADS N DF / SP CODE w L STUD PLATE LILT. (1 3)' (160) REF. SP4 3i�" 71" 6-10d x 11" 1-917 735 885 7, 40, 127 I'CD L Dlr'CNSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA FL00 REF. °o . TES: N'J W L NAILS 1�0 WORK NO (133) (160) gg LSTF•21 20 1l" 21 16-10d 905 1205 1 1295 7, 40, 90 °o F KIODEL DIULNSIONS IFASTENERS (TOTAL) AL-OWABLE TENSION LOADS CODE 5 NO CA W L NAILS FLOOR (133) (160) REF. _ ,Do) Simpson Strong-Tie STU 8 1,151424 13 11," 1 24 1 18-10d 1025 1 1370 1 1640 7, 40, 90 1 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE JO E'JD z SPACING REF. HD2A 3 SIMPSON (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) OC. TAKE-UP WASHER ��"�� � �� OF POLL) _ IN A ROw NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hopson Strong-Tie �` ' '`� 2s-ad 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE � �. C0 '.��TIR �R 4 1 C51� 150' 14" 15 CLEAR SPAN +31" r� 7, 40, 90 6: DIt`II.NSI0N5 CAS1LraERS Ir_ NOTED. FAILURE TO COMPLY WITH ALL NOTES g U S E U � 11oDr L DN. FIR LARCH IN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR (100) SNOW 115 ROOF 125 CODE W H B JOISTS REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 711 C 1a1 Ifid ULT. (133) (160) tod 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. e CN W— ,("� 'i� DETAIL "P' C i q 16d -16d CJ7E 1140 1160 1000 1150 1250 7, 40, 127 1 COUPLER NUT US.'IC 2 1' 3�' a 2 8-16d 8-tEd 16076 1755 2105 1650 1900 2065 1, 36, 84, 122 I' IED �RO F ES 10 NII L g - - -- - ARTJ"x12 5„ a i I ' D U -FIR LARCH SO. PINE ALLOWABLE LOADS I ;TU 8 - FI,STEIaERS UPLIFT LATERAL CODE KN-'IL G'i ULT. UPLIFT (133/160) REF. AVG SIMPSON x r,.�i` G1% 1:":R G RAPIERS TO FL;TES TO STUDS (133) (160) F E, TAKE-UP WASHER HGA10,T 14 4-SDS;"xtI" 4-SDSJ"x3" 1523 435 435 1165 940 60 ej } I �J fi=t w, USE A I'INIMIIM CF S P 4 ° PRUJ ECT: TWO Bd NAILS THIS SIDE El TRUSS CNW- �� �� COUPLER NUT TOTAL FOUR SE A MINIMUM OF Pd NAILS TWD 8d NAILS THIS S P 4 1rn"".' '- LSTA21 5 ANCHOR BOLTS ` III LNTD TRuss s1rE of TRDSS. M T S16 o sru �"" �I TOTAL FOUR °l� Q' ° MTS16 HD2A o°°°° TAKE-SIMPSOUP WASHER Strong-Tie 9d 'JAILS = ,NTd TRO, LSTA21 HUSg 10 "' FT FIGI.'� J ° Ed NAIL 215 t g Ir,rr INTO ° DETAIL "A' STUD Si psora Stronr;-Tie PLATES p° I' ® �O ( ��, ^ t HT EIII PECONIC, I�IY 11958 g IN NAILS ® DETAIL "D" DETAIL I DETAIL INTO u F, STUD Simpson Strong-Tie . -- - H7 Simpson Strong-Tie DETAIL L SCTRA #1000- 98 - 5 - 11 LFTA LFTA o ROD SYSTEM I LFTA f`DKAwING -MILE: e Ridge Strapping x °°°, NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L S T A 3 0 --- - -- ---- -- --- ; ' ° ° BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD r i ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 s. 1 1'-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 ,"IITHR000H ROOF 2nO FLOOR ROOF V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. \� I` / ROOF DRAINAGE ROOF AREA =2600 sq/ft CALCULATIONS AND LTP4 3.. 2., V = AxRxc PLUMBING RISER DIAGRAM o Iy - } LTP4 NEW A _ 1214 sq/ft ; MASTER BATHROOM 12.. LAUNDRY R - 2 RAINFALL - .17 ft 1 ;,I LTP4 2 -_3 z' Roots C = COEFF. = 1.0 s IL, I - .NOTES: = - V 1214 x 1 X .166667 - 202 C.F, t' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THIL DETAIL "C" ,st FLOOR 3 IITHROUGH ROOF 2 2nd FLOOR `s DESIGN! PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMEIJTS WILL BE r Simpson Strong-Tie 3 3 2 3., PROSECUTED TO THE FULLEST EXTENT OF THE LAND CONTRACTOR; SHALL VERIFY ALL 2' 202 / 42.25 VERTICAL FT. / FT = 4,8 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 [)[")�]j "I3" l o o r-t o-E l o o r Connections Ridge Strapping BATHROOM ' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMFIISIO"JS DUE TO LWNO,I IJ OR LTP4 Detail KITCHEN 3 USE (2) 8 DIA. POOL 3-0 DEEP = 6 V.F. 1; UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMM[NTS NOT Si�F'son Strong-Tie 2•. OR ` FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. f' Floor-to-Floor 1oc, -to-Moor Connections 202 / 22.3 VERTICAL FT, / FT = 9.1 f SEAL: DATE: 1— FLOOR ,at FLOOR USE (2) 6' DIA. POOL 5' DEEP = 10 U.F. JULY 11, 2023 LL SMIPSON H-'',NGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 3 PROJECT NO: -QI_4,L TO OR C-EATER THAN THE REOU'RED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 3 - -- - ----_ -— -- — -- POOLS TO BE PLACED ON OPPOSITE SIDE OF 1149-2023 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, o o' 3.• 3 4 ' F.A. VENT 6' �� DRAWN BY: ° fJC. LSTITUTION� ABOVE RADE HOUSE AND/OR LEADERS TO BE PIPED TO `SOF /Yp BDK INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED o'o" c.o. c•o. 4'c.o. g P BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH � �.�� r°�`'��? � HEGKED BY. r�lin I�:_ rdware shown or these fans, c.o.� r,I _ ss o th rv.!se indicated, is E r'lpson Strong-Tie, SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF TO TIC S APPROVED SEPTIC SYSTEM O �T,� Y Nc, subs tit--tions are approved or authorized, LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC L.e to the r. lationships or framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). EET NUMBER: I, the other co-^tponents of the structure, any frarling R301.1.1 ALTERNATE PROVISIONS - --�� I-c rd'ware sub�titutions Will render these fans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE `S rull and void, and will result in the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE BASEMENT FLOOR ALL COVERS TO BE TRAFFIC BEARING IF LOCATED N AREA ��p_. 0516�4 �; �^ WHERE TRAFFIC a�surlinq responsibility dor the design and STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. CIS TO BE PRESENT. S\0 perf�orrlance of the entire system PLUMBING RISER DIAGRAM (NTS) 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. © KEf11?DESIGN-00CIATES, LL(' / ,LILL - 0 p,N KEHL DESIGN ASSOCIATES LLc A1/01F T residential & commercial design o consulting �T RICHARD SMYTH 1 SITE PLAN OF PROPERTY P0.8ox1675 phone: (631)433-9084 SI T UA TE AT Southold,New York 11911 E4/oil: ssbn6542 optonline.nef 215 ROBINSON LANE Kehl Design Associates,LLC o tormeily D A K Assoc antes.LLC PECONIC , NY 11958 ;-OWNERSHIP & USE OF DOCUMENTS: O TOWN OF SOUTHOLD These drawings and specifications including the p O SUFFOLK COUNTY, NEW YORK ; ideas, design and arrangements represented S.C. TAX No. 1000-98-05- 1 1 ; therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed SCALE: AS NOTED to others or used in connection with any work �j6r, or project other than for which they have been ��� JULY 22, 2023 f prepared without written consent. N t. AREA = 24,468.36 sq. ft. 0.54 ac. N/0/FC� . SAFER 2011 LOT COVERAGE DESCENDANTS TRUST HOUSE = 1 ,096.26 sq. ft. FRONT PORCH = 30 sq. ft. t, i 2 SIDE PORCH = 20 sq. ft. t. REAR PORCH = 40 sq. ft. SHED = 101 sq. ft. TOTAL LOT COVERAGE = 1287 sq. ft. 01 PERCENTAGE OF LOT COVERAGE = 5.26% c� r. O 4- RESIDES T'I AAL DWELLING SIZE LIMIT C LUL T10 S LOT AREA = 24,468.36 sq. ft. k O NEW ROOF UP TO 30,000 SQ.FT. = 3,350 PLUS 30.2' 10% OF LOT IN EXCESS OF 20,000 SQ.FT. = 47.14 MAX HOUSE ALLOWED TO BE CONSTRUCTED = 3,397.14 SQ.FT. WORK NOES: 2 REV: P/ �J 10-13-23 cp O HOUSE ;. �° ;�� SIZE C LCUL T101'�S �� ACTUAL SQUARE FOOTAGE OF HOUSE t, orch P R 0� FrOn� e � g SF Poke°tos tbo k FIRST FLOOR SQUARE FOOTAGE = 1096.26 SQ.FT. s: 1� 6 se SECOND FLOOR SQUARE FOOTAGE = 799.52 SQ.FT. Z fc n y°c 311. TOTAL HOUSE SQUARE FOOTAGE = 1895.52 SQ.FT. �r � J O O •O , O K Y t Y 0" :PROJECT: S 1 N/0/F DOUGLAS C. SLAMA REVOCABLE TRUST SCALE I 77- 7 r , ' �d 5a 01 5 1015 20F 25 30 35 40 L. 215 ROBINSON! LAINE PECON111C, N 1953 PYRAMID LA W DRQ WII\\TGS SCTM#1000- 98 - 5 - 11 'DRAWING IITLE: SITE PLANE AND PYRAMID LAW DRAWINGS 27.7' o SET: ISSUED FOR: DAIL: WEST ELEVATION 140' l ELEV . F SEAL: DATE: JULY 1 1 2023 ' rr PROJECT N0: 1149-2023 ^II A^ © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE = DRAWN BY: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT µ: -\T- co �, BDK r, -- - --- WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ( / � * NECKED BY: FT 371 _ I� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE =-"°-- DE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �' HEEt NUMBER: SOUTH ELEVATION SITE PLAN DISCLOSURE: �`fF On; 84 172.45 ����P SITE PLAN INFORMATION IS BASED ON A LAND SURVEY Acceptance of these drawings does not authorize the right to build without the authorization �� � %P f PREPARED BY KENNETH M. WOTCHUK LAND SURVEYOR, PLLC of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building * 'VA"[71 01"' N LAND SURVEYOR. P.O. BOX 153 AQUEBOGUE, NEW YORK 11931 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such uob NUMBER: of DATED: JULY 22, 2023 agencies prior to construction. NEW YORK STATE LICENSE NUMBER 050882 R s F`;,s silly/LI7��',L?` �.l r.r,_ • I,l�;t��--` I I_�I .�jL'� �.� V el I� r ° KEHL DESIGN ASSOCIATES LLC Wresidential & commercial design o consulting CL li P0.Boz 1675 phone: 1631 433-9084 Abandoned Southold,New York 11971 E-Mail: sshn6542optonline.nei Bedroom �) Kitchen £, 3 BasementH 2 0 Pump G+ Kehl Design Associates,LLC o forrnetly D A K Associates,LLC Basementr CL Pdr --OWNERSHIP & USE OF DOCUMENTS: r Septic WasteRm p` These drawings and specifications including the o nd arrangements represented thlerein, are the deas, design aproperty of D.A.K. ASSOCIATES, Connection in V LLC. No part thereof shall be copied, disclosed to others or used in connection with any work Floor E or project other than for which they have been prepared without written consent. t Furnace Bathroom FP s o Ex. Girder Ex. Girder Ex. Girder o 4 0 Septic Waste CL .f o P Connection in Floor `+ I- CL Living 7 Room 1 Basement Bedroom Electric b Septic Waste CL o Connection in R Floor SCINA 4'W0RK NOTES: R EV: w 10-13-23 EX . FIRST FLOOR PLAN f: t EX . FOUNDATION PLAN v _ f 1 i 1 Y is 35'-1 a r'ROJEC i ATTIC _ e ATTIC I Z is t; s 2'15 ROBINSW LANE CL PECONIC, NY 11958 CLt FINISHED i; SCTM#1000- 98 - 5 - 11 BEDROOM ° ° DRAWING TITLE: AREA f ,a i EXISTING CONDITIONS i &rSET: ISSUED FOR: DA i E: I FINISHED LOFT AREA `t I FINISHED r SEAL: DAJ E: ' JULY 1 1, 2023 CLOSET PROJECT NO: 1149-2023 r DRAWN BY: BDK 0 r0� NECKED BY: El NUMBER: 5- , 1 EX . SFLOOR P Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 'ZJ D013 NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1 ti 2x8 ACO House Ledger Beam House _ House House t Window Headers to be o 0 0 2x6 ACO Floor Joists d , fir r i .r. 11 Constructed of (2)14„x52” _ o o o gt `, rri l~ �u @16oc. It t Q u o \ LiJ11 U` _- Provide 2x8 p Galy. Bolls x T 2x8 CO G der Galy Balis o "� r ACQ Buck T76x6 ACQ Post �$ CO P – – _ -II_ House KEHL DESIGN ASSOCIATES LEc i- x Pr - - around ol! 2x10 ACQ Framed - - - - = = o Wrapped with 0 0 - - - Verily Grade Basement Stairs ® ® I g: residential & commercial design o consulting 1x8 Azek Optional ��; o � I o o ,;, � Windows - I Prefab. Egress C'i1351_ Window Well o e; as per 2020 NYS 7 _ I - P0.Box 1615 -9084 Southold7 ,New York 11911 E Mail: 4(6o fonline.net (631�433 GraveWrapped hone: BuAing Code DY 6x6 ACQ Post 4 ' 0 0" 0' 0` 1x8 Azek Option l e ,en? Tread, 0'-32" I ;tone Trends Sand Sand and Grave Rear Entrance Detail 1a-a" o Kehl Design Associates,LLC o fornieily D A K Associates,LIC e Store Treudc .;�_=` ti::.:,µ _ _ _ _ _ : ..., Rear Entrance Frame Detail � nae Slone Treads OWNERSHIP & USE OF DOCUMENTS: + i ❑ P'.. Signe Trecds ❑ Rear Entrance Footing Detail – II©,tone Treads ❑ These drawings and specifications including the I Window Egress Detail ails ideas, design and arrangements represented R &-% ar I 7�" 8!"�7Yj therein, are the property of D.A.K. ASSOCIATES, t 10" Conc. Filled Sona Tube LLC. No part thereof shall be copied, disclosed I°r^,^,oniy FrO; ,i ritrnec R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES JF NEW YORK STATE with #3 Rebar Stirrup ,' to others or used in connection with any work 1 Masonry Side Entrance or project other than for which they have been j R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE g"x18" prepared without written consent. CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, Anchor Bolts ' r'r F'�h,;dpi ror t Provide or Rebuild Front ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 4 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES Door Masonry Sloop x i :1 HOt:SC and Steps House Li 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 1HE LOAD-RESISTING - Bottom of I 1 ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS Footing Min. I I Page,' Conc'i- Slob 1' Poured Concrete SI]b ! PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 3'-0" Below N 6, THIS SECTION. / ` ' � ll:' �a VJVJ'! u�� o v 6x6 10 Ga. W.W.M. n o r Cc.°laa!to Fill I final Grade ICom acted Fill 1'-0" 2'-0" ! p R301.1.1 ALTERNATE PROVISIONS #4 Rebar 6"oc. E.W ! I 1 L - - - - - - - J I AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING Equally Spaced ( I I 1 r` STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF -HE THIS CODE AND I 7T THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Rear Entrance Footing Detail 1 NEW YORK STATE. 11 �\T 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESORIPTIVE METHOD cote (2)12" Treads in 8" IJcsonr Foundation FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) P,1cX. 8" .i'.e ec. y Phis area. Max. 8" Rise ea. 8" Masonry Foundation on 16'x8' Conc iaofm 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) g on 16"x8" Conc. footing 8 r' Min. 3'-0" Below Final Grade 8" Min, 3'-O" Below Final Grade 1'-5Y" 35'-11%" 6" yy 4: R '-6" 12'-1° 12'-4Y"— t'-11 4" 3'-6" 2'-0" Masonry Side Entrance 6 5g � f "WORK NOTES: I X301 E o REV: ' Replace Existing 1'; 10-13-23 Window with Vinyl Replac= Existing >. co 10'-0" o Gliding Unit Window with Vinyl S .� o JwN D Gliding Unit i d E nt r 3= ` Cf) z o '" ' Sul a n c le � w w m � ww maow o p — y 0�Uw Q v� Kitchen Q Existing Sink s. m 8" Poured Concrete oPO i.. Foundation Well a Fill-in Replace Existing Above Window with Vinyl House -° HOU f 16'zli8g Conc. Footing Existing Gliding Unit - -- g Stairwell ' �-- _ (Min. 3'-O" Below Final Grade.) with New Replace Existing Floor Joists Window with Vinyls s Bottom of Window o m and Plywood Basement o Gliding Unit r., -x6 Trex or E ud Decking Opening to be < 44" Existing D 6x6 ACQ Post u ; ;,r;,r I ;,ar li.cr Above the Finished floor g @ @ s 4" Poured xlClon9rete Slab o Existing p Wrapped with a a 9 1x8 Azek Opt t j cn 4" Poured Concrete Slab _ Existing 8' Poured Concrete g o Q Foundation Wall r i =` o 0-3" Copper Waste Line b cn To be Capped and w w Basement Q o PP N Existing o Abandoned. M i �) o w o N - 16"x 8" Conc. Footing - - - - - - LD w o New 2x4 Framed Wal' — t (Min. S-O" Below Final Grade.) o Vanil - - 5'-11Y" '.PROJECT: awz oY - - -- - - - - - - - - - - - - - - - - - _ Q 2 Ot!onal !''Food Entr shower (Rn,� Above Existing I I Optional Wooden Side Entrance Detail anc� Detail o 3 " stl. I I Above Column Existing Existing (3)2x10 Girder Existing (3)2x10 Girder I I 2x8 ACO House Ledger Beam 'j eCc e, - - - - - - - ----- - �... A 28 A Hcu_ l �1 P r� o � Existing I House Existing Existing (3)2 10 Girder (V HOU s 32" Stl. Column 31" Stl. - - -- - - - Existing �I 3" Cost Iron Sewer Line To Be 0Capped and Abandoned Replace Existing 2x6 ACQ Floor Joists ^. Window with Vinyl @ 12"oc. 16� Existing o Gliding Unit o " Galy. Bolts p 8" Poured Concrete a, Basement Galy. Bolts Foundation Wall 2x8 1CQ ,der Provide Dbl 2x10 dls� o - -r - - - S0N LANE -- 16% Floor Joists on a I z' Galy. Boils Q N N 2x10 ACQ Framed x '`G-q- rr Pr ,� a e .CO ( ,e' 16'z 8 Conc. Footing N 'Cu g s _ Each Side of the Stairs o f'��B i t € C; Min. 3' 0" Below Final Grade. Opening o o o (Min. ) o (Provide Wall Beneath d o F PECONIC, �!�� o Basement o the Dbl 2x10's) o Ezisling �� r 4" Poured Concrete Slab A - 1 N Existing A `I U1 14' 4" 3'_0" Provide 200 Amp 1 -8y„ SCT1116#1000- 98 - 5 - 11 y 0�" z 2 3, New Existing w 5 4° 5 a' Existing Stairwell 8" Poured Concrete Electric 5 a j5Y; 4" Poured Concrete Slab Foundation Wall Panel S'-8" U DRAWING TITLE: I Existing Existing �—5" Cast Iran Sewer Line To Be 16"x 8 Conc. Footing FOUNDATION PLAN Capped and Abandoned (Min. 3'-0" Below Fina Optional Wooden Side Entrance Detail ! Grade.) Or t(-)np'.! \Ncod^n Ent;^nc- D^tail – – — – SET: ISSUEU FOR: IJAIE: � Location of New Waste Line I I House �:- {JOU10� I 10" Conc. Filled Sona Tube 14" Poured Concrete Slabl o Provide New front I w/6x6 10 Ga. W.W.M. on ! with #3 Rebar Stirrup Door Masonry Stoop (Compacted Fill I E Existing \ and Steps I j SCWP p D I L - - - - J I Water o -2'-0"-� " -2'-0„� 3U1 ' B J � - 8” Masonry Foundation Anchor Balis O O N Create (Z)12" Treads in on 16"xB" Gone. footing SEAL: UAIE: ® ® I I this area. Max. 8" Rise ea. O Oi JULY 1 1, 2023 3 Min. 3'-0" Below Final Grade � - - - - - - � PROJECT N0: ® L ® o o Bottom Min. _ 1149-2023 � i. hdEdy 3'-0" Below 2'-%" 2'-5%° i DRAWN BY: -10�, / '0, B D K Final Grade + 0. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 35'-11Y" -6" p C, \TCS/�' ' 4 Rebar 6"oc. E.W. '�� � '�� , �{- �O,y� CHECKED BY: Equally Spaced 2020 RESIDENTIAL CODE OF Optional Wooden Side Entrance Detail a ... NCPJ YORV, STATE tr EET NIJMBEK: lir Opti_-nal Wooden Entranc^ Detail �/ � ALL EXT. HEADERS ARE TO BE FOUNDAT I PLAN �S�o 05164 ��1/ A I 0/_ (2)13/"X 9%" LVL UNLESS �J \ i OTHERWISE NOTED NOTE: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Due iNUMBE�: of NOTE: PROVIDE FIRE BREAMS 1) ALL EXTERIOR HEADERS TO BE (2)14"x 91" LVL HEADERS UNLESS OTHERWISE NOTED Acceptance of these drawings does not authorize the right to build without the authorization AS PER of local governingagencies, such as Suffolk Count Dept. of Health Services, Town BuildingPROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT g y p WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE 2020 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such RESIDENTIAL CODE OF agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ° s NEW YORK STATE 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9"" LVL WITH 2X ON FLAT ABOVE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. (2)2X BELOW 9 x: 1 ------------ • ,f�w-f�l�-�LT�_[-- �f '���-'�J� �}JJ ;.'.11,d' (LL ��I r ;j. rr: KEHL DESIGN ASSOCIATES LLC � residential & commercial design o consulting P0.Box 1615 phone: (631)433-9084 35-11Ya" -6" Southold,New York 11911 E-Mail: ssbn654@optonline.net 12'-3" 11'-6" 610Ya" 3'-61-0"�1-0" Kehl Desirin Associates,LLC o formeily D A K Associates,LLC , B OWNERSHIP & USE OF DOCUMEPJIS: These drawings and specifications including the 35'-11Y' ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, B L1 LLC. No part thereof shall be copied, disclosed 301 3U1 �,�3U1 13'-2Y" ar to others or used in connection with any work (2)14"x74" LVL Hdr U1 F, Ol or project other than for which they have been (2)1 x9 " LVL Hdr prepared without written consent. :: t,. 3" (2)1 'x7 ' LVL Hdr `_?�1 (2)1 a x9� LVL Hdr a i';V_U4�'3 r Eq_ial TW304i-, or Fgl_al P2c;0TFF; ur Fqual -C34-or Equal __TW3046 's r 3'-11Y° -0" 3'-11Ya" t 3Y" 3Y" o i CL " CL N 2868 2868 7J s: _ . J O r J .V2 Jw Bedroom '00H Dinin Room Kitchen �'�_' �h+c�li,l - - - - - - - - - - - - - - - - - - - - - - - �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — ; I 1: t' u 12'-5 2' 32 u7 C l C.J I,j 12'-6Y2" Master � A 8. A'-3Y' 5'-4� -10�' _ ° -7Y" a C L 12'- 2 o a. „ 1„ „ o Bedroom 2 z.. Counter Counter C L 3 „ — — _ _ _ _(?� _ x 7� & )�a x14” LVL Flush Beam = _ _ _ — — _ _ N �.r_Ls/6; 1' 10/ _ _ _ - - - - _ _ — — _ - - - - - - - - _ _ — LLS 6y2” > Closet Stackable 4068 DD-_ --- -- 4060 D00 1s --A, 3�' \ CL i ;' o J co LauOndryCL N Washer 2 ® r: or Option 7 J Firepla l N �'� Room & Dryer N X =r Bathroom o orA ,. N o a —r ;I 10'-9Y" �" nla-z '� i v r7 � wo � vfl I is°cam° t'-1�. 3V' ; r j n� �% ` 3-0" �� o WORK NOTES: 2668_ _ - " o N13'-1" REV: .� r` 3Y" V2 3y" � -,� w x 10-13-23 � s' 2868 2'-3%" Qa CD Living 0 N g o 2068 Loft Area a - 5 , _J _ _ — > 3Y" Room it --r 0 2 J Bedroom CL� z Q'll; Master o x PAd- X 2868 Bathroom Y z .� 2 5Y' 3' 6" 3 6" •o O DN / I/i IM V1 L—L I/i LU VA f M1: TI 046 or Equal TV/3046 or Equal 3068 TW3046 or E ual TW3046 or Equal TW3046 or Equal A31 v or Equal, A31 v or Equal (2)13"x7"' LVL Hdr (2)1 7LVL Hdr (2)1x7LVL Hdr 3" SM. (2)1 x74" LVHdr M. a 4 a a a a (2)14x74" LVL Hdr a (2)1� V L Hdra , 301 w. B 301 301 301 3u1 PROJECT: B D E 7'-3' �1'-1' 15-5� � � '0 14'-4" 21'-7Y" 11.69 SF. Area of Front Porch r€ �,; that projects into the 35'-t1Y" T front yard setback. • 1-0 SECOND FLOOR PLAN } 3'-7" 7'-41,/8" 10-4%' 0-83/' NOTE: 1) ALL EXTERIOR HEADERS TO BE (2)14"x 94" LVL HEADERS UNLESS OTHERWISE NOTED 215 ROBINSOIN LANE 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE PECONIC, NY 11958 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9" LVL WITH 2X ON FLAT ABOVE AND FIRST FLOOR PLAN (2)2X BELOW SCTV1#1000- 98 - 5 - 11 NOTE: EXISTING `DRAWING TITLE: 1) ALL EXTERIOR HEADERS TO BE (2)14"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED NEW 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE 11 7 FLOOR PLANS 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9 " LVL WITH 2X ON FLAT ABOVE AND AS NOTED (2)2X BELOW EXISTING SE f: ISSUED FOR: DALE: r NEW R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DAl E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JULY 1 1 , 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: P"I/I'•E iUFFI"Ala STP ','FI,j PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1149-2023 li: C R,1) ;r'TH THE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ,� ; 0 ��� r j, DRAWN BY: 1 u.) Ci THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �jF TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING .- `-��rf BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED As PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT /`t \, � WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -7 , CHECKED BY: F PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF ,'uL !>i. uEE u [ KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THIS SECTION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SHLL1 NUMHER: iill'v';VSE :;''iE'`, R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING " A STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND 4 f �5A6?,'t 103 7L': F 1;: .SIT ."f1[ II;JI i.,,,l-,• THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 0 r r` Acceptance of these drawings does not authorize the right to build without the authorization THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF of local governing agencies, such as Suffolk Count Det of Health Services Town Building iii[ 2'_',: NEW YORK STATE. g 9 9 Y P 9 E alE',II;,L CCDF 01 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such uU� NUMEstK: of I iCw 'OR4 lA1r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) agencies prior to construction. 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 71. . �. L71 te t- T-1 FFFU IT TTTF1 �� I! 11(I�IIi ltlf 11I'I I Trl1 TT T fl Trn TrTTI�r nT1Tl�Tr1 T r7r T-T�T�rnmrTF1 IF] KEHL DESIGN ASSOCIATES LLC � �_I I r , IT T7 T 117 1 residential & commercial design o consulting �1TT­TT7MPT FIII 1-Tl-T�iTI i 1-i-f I TTT 1i T 11 T�TiTTI T�T�i TT1T-11TT11TTT1TTT1T�lr11 1 TTT7TFITTI r1TfT T�TTTTT I` ! 1TTr T ill F7-1 TTi-T_7T 11 TTTT TTTTT-1T F-F11 F]FT FF III 111I iT TT7Tf 1 T_ '1 li 111 111111 111111 111111 11/11/11 17 —1 (11111111111111 i iTfCT1TTTT1TITTTP Tf P0.Boz 1675 hone: 631 433-9084 r1 Ti T 1F T Tfr_TTTTfiT�rTTI M I I 1TnTTniTTITTTT�rm TlrmnrnTl�rTrmrn�Tlrn�l�rTL1T�rnTnl TTTTT1T�rn TITTT p T T. 1111 1T TT11_i i T f1�1 1 TTTT�f 11111 —F 11111 11 TT Southold,New York 11971 E-Mail: ssbn654(a optonline.net �i�t_Ti=1>san�n� r I snr�� l.�z T ,� f TPTTi TTTiTTTTTTTi TTfT1TTTITTiTTTTii T1TfT Tl TTTiTT1TT11 TT1T�r�T fi T -1T T Tf11TTTTT1 �I 1 i �� I � p l i i�I�� T � TIi7M Kehl Design Associates,LLC o forrneily D A K Associates,LLC \ _ [�'�F� I -i ITTT1 � I II III II II II I II i _ ---- - - - _ _ - rn T1rn�rnTTr7rT T TTrT fr - TmrnTTlTTm T TTT 1-flTTT-TT JWNERSHIP & USE OF DOCUMENTS: T1T1T 71 FFF -_-- __-.— 1 I 1 I TT 11111 1 1 T-fl� -1 f TIT�TT1Tl 111111(i1 Tl IT_1111.11111 I 1711 11 _ I; - FFFI1TT iTF I T1TI IFFTTT These drawings and specifications including the _ � - Tf 1- ideas, design\ TiT�11I I I�177TFTl� t I , 1:Tf71: TTT II I �. g and arrangements represented X11-�Ti,iTT_TT MI FITTTIIT _ �TIT�F TITTI TT -____ -J -___ _ - therein, are the property of D.A.K. ASSOCIATES, \ l I. TTI iT�I 111�111TH1 11 IT1�1TFTTT IT1�T11T Tii�TTI1TTTfTf71 T LLC. No part thereof shall be copied, disclosed I I T-Trl iT1T1T-1111(-f-iT _ I I - i to others or used in connection with any work 1(711111 r111 TT - -071 ,11 or project other than for which the have been I �- P J Y I TW3046 l r. \ I_ TW3046 TW3046 11 i 7 1 ,11 ,.. F, prepared without written consent. _ 17TH li�T - -- TT 1T 11 r _- I �i - �A31 vITrTf T TT �. 1 111-1T11� � , 1 L-�A31_yJ I -- l T _ FIF11 I - III - I 11 -- - F f 1 I � O — O ! 11 n; F � 1 I1 , T1'�0 � TJ�301� 111 TW3046 TW3046 i ,. L TW3046 TW3046 LA I Ll V. 1 - - - - I b. I S c ELEVATION- SOUTH WEST E R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 3 WORK NOTES: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE _ REV: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, >: 10-13-23 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ; IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM t` 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 4 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. 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) k 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) rP: T1 T ! 11 11 ` 77 T FF .PROJECT: I FI-11 I T( Tf I ,. _ 11�111T1 (11 i� 1T__ I l ])T T T (1 1 i l 1 r T IT T T f TTS 1T T I 1T i 171 TTTfl TT71 FTT� 1 1 1i 1 1 11 Tf1 C 1 ITI TI TTrnT1 1T �I ITi �1111T F l rI 1TTTTnTrTT� 1T n 1N. ` 11 i_rl, : 1111 , Til L1 rt TTrn 1I I 1 r C! 11 1[Tl _F rT �i (111111 Il i i i 11 7 I_1,T11-ri i_>7 I iTrl r TTTTT T FF I TL T11T T _ i II , e i r Ti 1 i i> I li rTrr ii 11111 rTT( 11 !Irl fi ri i 1 11 T 1T 1T n 7(IT11 TT it TT I 11111 T(TTTi1 fl 1 > STT T i_? 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T til 1111~1 TTII TTII 11 TT I__T, TT 11 11111 Il T r rr TI r 1r - -- I 'DRAWING TITLE: 1 - -- II PROVIDE HURRICANE STRAPPING ELEVATIONS - A41v A41v-� II 1 1111 1 IN ACCORDANCE WITH THE -- - - - -- - 11 -- - - --- _-- AS NOTED 2020 NEW YCRFSIDFNKASTATE OF 11 II li IITW3046 TW3046 ALL EXT. HEADERS ARE TO BE • kSEI: ISSUED FOR: DAI E: - -- --- - __ (2)1ESS OTHERWISE NOTED I v Li NOTE. PROVIDE FIRE BREAKS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AS PER THE 2020 RESIDENTIAL CODE OF [SEAL: DATE: bosennent Lgress NEVJ YORK STATE Area Well Constructed JULY 11, 2023 as Per the Residential PROJECT NO; Cade of New York Stale. N CW1351 149-2023 ��P�E ��✓r DRAWN BY COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE o�N J. Cp C� x PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF , 1 NECKED BY: EAST ELEVATION 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. `�'"�►- --_ . e: ' f 1 LT NUML3ER: OS 1 84U`� /°` NORTH ELEVAT I ON Acce tance of these drawings does not authorize the right to build without the authorization A201 P 9 9 of local governing cgencies, such as Suffolk County Dept. of Health Services, Town Building ` Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 16s DOL NUML ER: of agencies prior to construction. t' ! t 1,r JRIDGE VENT RIDGE VENT RIDGE VENT - 1� HURRICANE STRAPPING HURRICANE STRAPPING HURRICANE STRAPPING �ARCHITECTURAL GRADE KEHL DESIGN ASSOCIATES LLC ARCHITECTURAL GRADE PROVIDE HURRICANE STRAPPING ARCHITECTURAL GRADE 2x10 RIDGE ROOF SHINGLE ROOF SHINGLE IN ACCORDANCE WITH THE ROOF SHINGLE 2x10 RIDGE resid,enlial 8 commeicialdesign o consulting �1-0 A1 30# Felt 2020 RESIDENTIAL CODE Of �0# Felt 30# Felt -� NEW YORK STATE `- EX. �" CDX EXT. ROOF SHEATHING EX, CDX EXT. ROOF SHEATHING CDX EXT. ROOF SHEATHING P0.Boz 1615 phone: I631�433-9084 " EX. 2x6-16" cc RAFTERS ALL EXT. HEADERS ARE TO BE EX. 2x6-16" oc RAFTERS i Soufhold,New York 11911 E-Mail: ssbn65Qaopfon!in;.ne1 EX. R-19 INSULATION IN RAFTERS (2)13/"X 9%" LVL UNLESS EX. R-19 INSULATION IN RAFTERS GTf!ERWI$E NOTED E Kehl Design Associates,LLC o formerly D A K Associates,LLC 12" FLYRAFTERS CONSTRUCTED OF 2X4 WITH E&CB AZEK ON r1'-0°1 g AS PER f1-0 2X6 CEILING JOISTS 16"oc. -0.f� OWNERSHIP & USE OF DOCUMENTS: UNDERSIDE �� 2x6 / 2X4 STRONG BACK NOTE: PROVIDE FIRE BREAKS 4 2x4-32" oc THE 2020 These drawings and specifications including the 9�� ideas, design and arrangements represented J oc. RESIDENTIAL CODE OF N_W R-49 INSULATION g g p NEW YO4K STATE LLC1 11 . No part n, are hthepreopeshalrty �tbe copied, disclosed osed 6" FASCIA Master to others or used in connection with any work 12" VENTED SOFFIT (SEE DETAIL) R-49 R-49 or project other than for which they have been INSULATION Bathroom INSULATION f1-0 ( prepared without written consent. HURPIDCUDL A2x STRAPPING NEW R-21 INSULATION a er I DQUBLE 2x6 PLATE '-�;6, '-9iy16" Loft Area 5Y" r cD 2x6-16" oc WALL STUDS 2x6-16" cc WALL STUDS at room B dr 2"CDX SHEATHING — NEW R-21 INSULATION E LUi SKIN HOJSEWRAP FINISHED " E R- 1 IN ULA ON EX. R-11 INSULATION F. "x HARDI-PLANK (r, EXP) 4 CDX FINISHED CDX NIS D ' 4� D X : W OD FLOORING DECKING j \ WOOD FLOORING\ DECKING WO D F ORI G KING 2x.6 PLA IE X. 2 8 Ir F OR OIS 16 oc. i FL OR IST 16" EX. 2X8 FLOOR JOISTS 16"oc. EX. 2X8 FLOOR JOISTS 16"oc. Z R-30 ZR-30 R-30 NEW R-30 /NEW R-30 ' HURRICANE STRAPPING INSULATION INSULATION INSULATION INSULATION INSULATION EX. DOUBLE= 2x4 PLATE Bedroom HURRICANE STRAPPING Fireplace Livia( Room EX. DOUBLE 2x4 PLATE „ 2x4-16" oc WALL STUDS NEW. R-15 INSULATION .7Bedroom Bathroom Bedroom NEW. R-15 INSULATION 2x4-16" oc WALL STUDS �"CDX SHEATHING EX. R-11 INSULATION EX, R-11 INSULATION EX. �"CDX SHEATHING EX. R-11 INSULATION BLUESKIN HOUSEWRAP EX. R-11 INSULATION BLUESKIN HOUSEWRAP } 2"x 8" HARDI-PLANK (6" EXP) �"x 8" HARDI-PLANK (6' E ) 4" FINISHED t" CDX " FINISHED " CDX HURRICANE STRAPPING 4" FINISHED CDX HURRICANE STRAPPING WOOD FLOORING DECKING WOOD FLOORING DECKING WOOD FLOORING DECKING EX. 2x4 PLATE EX. 2x4 PLATE r 2 10 F OOR JOISTS 16 'oc. 2X10 FLOOR JOISTS 16"c EX. 2X10 FLOOR JOISTS 16"oc. EX. 2X10 FLOOR JOISTS 16"oc. Existing (3)2x10 Girder Existing (3)2x10 Girder EX. 1`x6 SILL EX. 2x6 SILL Existing (3)2x10 Girder TERM..FC SHIELD - SILL SEAL — NEW R-30ZNEW R-30 TERMITE SHIELD - SILL SEAL ZEW R-30 NEW R-30 INSULATION INSULATION INSULATION INSULATION Existing Existing WORK NOTES: EY. ,�' P. C. FQUiJDATiQIJ WAL_ asement t" Basement Basement Basement 3� Stl. 3�" Stl. Existin EX. 8" P. C. FOUNDATION WALL REV: Column Column "' I. Existing EX. DAMP F'ROOF NG 3� Stl. EX. DAMP PROOFING 3"" StI. 10-13-23 Column Column 4" PC SLAB 4" PC SLAB .. a' EX. 16"x 3" CONCRETE FOOTING Z'-O" BELOW FINAL GRADE. (TYP.) 14 EX. 16"x 8" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) EX. 24"x 24"x 12" EX. 24% 24% 12" EX. 24"x 24"x 12' CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CROSS SECTION A CROSS SECTION B �R RIDGE VENT RIDGE VENT RIDGE VEI I T HURRICANE STRAPPING HURRICANE STRAPPING ; HURRiC;ANE STRAPPIfdG---- ARCHITECTUPAL GRADE ARCHITECTURAL GRADE ARCHITECTURAL GRADE P„ r F SHINGLE ROOF SHINGLE ' ROOF SHINGLE a; 30# Felt - � 30# Felt 30# Felt g" CDY EXT. ROOF SHEATFIING " CDX EXT. ROOF SHEATHING CDX EXT. ROOF SHEATHIN G 2xrJ-Ii-" oc RAFTERS EX. 2x6-16" oc RAFTERS -� EX. 2x6-16" cc RAFTERS PROJECT: 2XG CEILING JOISTS 16"oc. U HURRICANE STRAPPING X6 CEILIN ISIS 16 oc. X 2X6 CEILI 01ST 16 ac. (2)1 „X741” LVL GIRDER NEW R-49 2. W ZNEW R-49 r�p ' INSULATION � 2'_1N EX. R-19 INSULATION INSULATION � r EX. R-19 INSULATION �,.,_,, 12' VEPJTED SOFFIT (SEE DETAIL) — EX. R-19 INSULATION z �✓• kra-w C". HURRICANE STRAPPING - HURRICANE STRAPPING f. 1'_6Y° NEW R-21 INSULATION .� 2'-D" 6" FASCIA Loft Area CL Loft Area CL 6x6 ACO POST WRAPPEDr d A,ZE OR EQUAL 12" VENTED SOFFIT (SEE DETAIL) X TI,E`. Di=CF:''dG OR EQUAL - - � Lili 4" FINISHED " CDX '' EX. R-11 INSULATION WOOD FLOORING DECKI EX. R-11 INSULATION NEW R-49 2'15 ROBINSONLANE X6 ACO r".J. 12"oc. EX. 2X8 FLOOR JOISTS 'oc. NEW R-49 ` (2) 'rib ACO GI ;DER INSULATION NEW R-36 INSULATION NEW R-36 `' �.R r r n 9'-3/ 3 INSULATION PECO IC, ��� I \ — � 3„ INSULATION � SIP,IPSQN 6X6 DOST ANCHOR -3� . 81/8 s"x18" ANCHOR BOLTS 1 NEW R-30 11'- NEW R-30 10" CONC. FILLED SONA TUBE HURRICANE STRAPPING INSULATION HURRICANE STRAPPING INSULATION SCTM#1000— 98 — 5 — 11 WITH #3 REBAR STIRRUP EX. DOUBLE 2x4 PLATE Livia Fireplace Dining Room EX. DOUBLE 2x4 PLATE EX. 2x4-16" cc WALL STUDS g p g Living Room Fireplace Kitchen ',DRAWING 111LE: #4 REBAR 6"oc. E.W. EX. 2x4-16" oc WALL STUDS EQUALLY SPACED J"CDX SHEATHING EX. R-11 INSULATION Room EX. R-11 INSULATION EX. 4"CDX SHEATHING EX. R 11 TION EX. R-11 INSULATION SECTIONS BLUESKIN HOUSEWRAP BLUESKIN HOUSEWRAP ` "x 8" HARDI-PLANK (6" EXP) �"x 8" HARDI-PLANK (6" EXP) - " CDX HURRICANE STRAPPING 4" FINISHED " CDX AS NOTED HURRICANE STRAPPING 4' FINISHED m WOOD FLOORING DECKING WOOD FLOORING--,,,., EX. 2x4 PLATE EX. 2x4 PLATEDECKING CROSS SECT 0N C EX. 2X10 FLOOR JOISTS 16"oc. EX. 2X10 FLOOR JOISTS 16"oc. 2X10 FLOOR JOISTS 16"oc. 2X10 FLOOR JOISTS 16"oc. Existing (3)2x10 Gi der Existing (3)2x10 Gi der--- SET: ISSUED FOR: D41E: EX. 2x6 SILL EX. 2x6 SILL x. ERMITE SHIELD - SILL SEAL NEW R-30 NEW TERMITE SHIELD - SILL SEAL W R-30 NEW R-30 NEW R-30 �- INSULATION INSU-ATION INSULATION EX. 8" P. C. FOUNDATION WALL Basement Basement INSULATION e' F.Z `1 DESIGid CPIT RIA �r E fisting EX. 8" P. C. FOUNDATION WALL - Basement Basement �." Ex sting _. __- E A_ PER THE ._ RESIDENTIAL CODES OF NEW YORK STATE EX. DAMP PROOFING 3 Stl. EX. DAMP PROOFING 3" St1. C lumn C limn SEAL: DAJ E: F'3"- ;,l APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 4" PC SLAB 4" PC SLAB 4" PC SLAB 4" PC SLAB 4" PC SLAB JULY 1 1, 2023 COT`dSTRUCTLD TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 7 FCOr LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS / $; PROJECT N0: FF"L,CORD BY THIS CODE. THE CONSTRUCTION O THE BUILDINGS AND STRUCTURES EX. 16"x 8" CONCRETE FOOTING EX. 16"x 8" CONCRETE FOOTING 1149-2023 I'd I,CCORDAN.:E WITH THE PROVISIONS OF T[ IS CODE SHALL RESULT IN A SYSTEM 3'-0" BELOW FINAL GRADE. TYP. P 3'-0" BELOW FINAL GRADE. (TYP.) (TYP.) DRAWN BY: TH '',1 PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRAIISFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING �N S CCl �f\ ., ELE'\!ErdTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS � * ��. `�°:;�- xy z> '•',�- � CHECKED BY: PRE-SCRIBED EY THIS CODE: ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. C R 0 S S SECTION CROSS SECTION E S C R301 1.1 ALTERNATE PROVISIONS f1HEET NUMBER:�.3✓s' ' `W AS AH ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING z- � STA!1Li"RDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND . . 1684 i` I -HE LIV1 TA-IONS HEREIN. WHERE ENGHIE-FRED DESIGN IS USED IN CONJUNCTION WITH HESE STArJDA.RDS, THE D-SIGN SHALL COMPLY WITH THE BUILDING CODE of Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE IONA "'EY F: sTa.TE of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DUB NUMBER: QF 1 T •'c 'wG_D FRl, 1E[ COIdsTi,uGTlold L,ANUAL (wFCM) agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ISI 'L,\ND�'>PC R FCCOLD-FORVED STEEL FRAInING - PRESCRIPTIVE METHOD PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, FO' UNC-AND TWO [ A',11LY DWELLINGS (A.ISI-S230) a 3) h_'C `_TAND %PDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)