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HomeMy WebLinkAbout46721-Z �g11FF0lce, Town of Southold 10/9/2021 O y� P.O.Box 1179 C* 53095 Main Rd Way o� Southold,New York 11971 .,poi CERTIFICATE OF OCCUPANCY No: 42423 Date: 10/9/2021 THIS CERTIFIES that the building DECK Location of Property: 805 Kayleighs Ct,East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-16.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2021 pursuant to which Building Permit No. 46721 dated 8/23/2021 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"deck addition to existing single-family family dwelling as applied for. The certificate is issued to Copas,Jacqueline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A0 ize ignature �o�SUFF04�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY y{L •I�'' 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#: 46721 Date: 8/23/2021 Permission is hereby granted to: Copas, Jacqueline 805 Kayleighs Ct East Marion, NY 11939 To: legalize "as built" deck addition to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 805 Kayleighs Ct, East Marion SCTM #473889 / fi Sec/Block/Lot# 31.-4-16.11 Pursuant to application dated 8/12/2021 and approved by the Building Inspector. To expire on 2/22/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00 CO-ADDITION TO DWELLING $50.00 Total: $690.00 B 'ding Inspector J � v�a fSO(/l�,o { # # TOWN OF SOUTHOLD BUILDING DEPT. °�ycnurm '' 765-1802 { INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ "] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE oZ� v�-b� INSPECTOR 1 ~ r'• y r yf. _ o r . 4 w i a ` 4 , At Aal 741 cn , C7 .ye � r A t v 1 - 1 „ (3P �- y(� 7 2 c�S ������ . � �j x�y���9�s ��` rte; �'1 A�cz�b,..► � �( `-( I l�3°I I i + t '^�,., :} N �, '"�� a :t s�,�•j;p�• � ..4�i lir �asr'�r' -- _ � � - `titer b.., :, +t• 1 Mn �t )14w In Ls t c rot`r xq zip- y n f a. . a `f+' �»l,3ra+♦ y f �. � :'�y. Y �"-a.V� 4 f b j " .� - �"�. s,� 'tJ'" .wvTt�e��j,x;;1•.4 z,e .R 1^ '�� h�.,,,����. � � 't".�` .. %'�� m'r" r}'� 4l f�a •$'rbr +,u?�." .�-�� +rA � ✓F�� ./:' �' � �" ��f r ��r �n v�'`♦ t" F• `i' { i � '�-�t";.lYs"'�1„�'��e.rtij�v_.-..::�; � ..�rt�s�� �S,J' \* �`4 4 t,�'+I\ r#'�`E -1`'•,�b''*S'.':Y y,.. .su . n 7 �a•-�a / 4Y 4+If } -'1"�,: ^�" ''(,�pY�_�1I�i '�`.{'. t _'i�q i` ��` q,,,^yY ' .. .j'PP'i'- jLL �- �1: ..qV"t 1„ ,1 �� ���r�. ��� +.�c^�, .1�� •r •,/��' ,�.rr�Y� ��• `,� +i,.�'\�'.�~ ,:.. ^r kyr 4 I �• { �, ,� R a' � '�•` r �,,£ir ,`���xn ��;'} �•�` _o d��� 4 '�'- y\�,:!l�,�rr T'� „� 6 �l - - 'i"N ' R L rw� <r FIELD INSPECTION REPORT 'DATE CONAMNS FOUNDATION (IST) H ---------------------------`- ------ „ FOUI iDATION(2ND) CA ROUGH FRAMINQ& �H PLUMBING ' r INSULATION PER N.Y. H i STATE ENERGY CODE FINAL ADDYTIONAI�CQ1VIVIE1'I' TOWN OF SOUTHOLD—BUILDING DEPARTMENT co Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 W_ Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtow=.gov Date Received APPLICATION FOR BUILDING PERMIT [or Office Use Only L4 CC 0 IV Els-21 PERMIT NO. Building Inspector: AUG 1 2 2021 Applications and forms must be filled out in.their entirety. Incomplete applications will not be accepted. Where theApplicant is not the-owner,an BUILDING DEPT. Owner's Authorization form(Page�'2)shall be compjeted. To!,- iv-j- Date: OWNER(S)OF PROPERTY: Name:.J iq C Q0 etj A)F C, SCTM#1000- KA'l L61 6(IS C004T &-7qS—'( M1qR1ViU Project Address: T Phone#:- (03 13 S' 2, 1 '3 "Y"� Email: S�WCoP AS 01 161 4pt) �6041 Mailing Address: 4E QO A'� LEI(Dt, o�T M14 4 CONTACT PERSON: Name: *i3FEr R�HL Mailing Address: 2 1 kf L_A�E, 0 v-, LA 1791 Phone#: �mail: S-1f(q �C)P-ro,%J LJW E 1,JE--r DESIGN PROFESSIONAL INFORMATION: Name: H L �F,!& bJ A-S,-�p c, LLC , Mailing Address: Phone#: �0 Email: �SS(S'W_,,:54 QPT0A.)LJNfE,NE7— CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION EINewStructure ElAddition ElAlteration kRepair ElDemolition Estimated Cost of Project: Elother '_RF_PAoP__ —00 $ .5 K Will the lot be re-graded? ElYes;5No Will excess fill be removed from premises? E]Yes KNo - -PROPERTY INFORMATION. . Existing use of property: 7R �� � �_4b� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes D4No IF YES, PROVIDE A COPY_ 0 Check Box'Afte"r`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 the1own of Southold,Suffolk,'County,New York and other applicable Laws,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 buildirig(s)for-necessary inspections.False statements made herein are, punishable as a Class A-misdemeanor-pursuent to Section 210.45 of the New York-State Penal Law. Application Submitted By(print name): Shu k K9:i4 L MAuthorized Agent ❑Owner -- - - ------ --- ---- -- - - SignatureofApplicant: Date: ->d' 2f STATE OF NEW YORK) SS: COUNTY OF S-U'FFaL� ) Igmx - S, KetkL_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the A F_Ni 8 (Contractor, gen 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 this -�h day of >A 202=1 rlcwC� Notary Public TRACEY I_. DWYER NOTARY PUBLIC,ST/'jTr-OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2h2 I, =J ��flr811�`=` �� � residing at BO� ,K� �- 6g14S Coup a F-AS i IIIA CI ON� do hereby authorize -13T �,, 46kt_ to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1y-A1 wner's Signature Date A U 15IL1 N F &V � rint Owner's Name 2 i © R I 8LJO a 16 = ' oun.g Young, Land Surveyors b � ulg 8L400 Ostrander Avenue Riverhead., 1New York 11901LJ i fl ,;'"^'sl FSiitt7ilry( 516-7,27-�"303Alden 17. Young, P.R. & L.S. (1908-1994)1-0 6 Thomas C.dWolpert,W. Profesanal ELand ngneeroJohn Schnurr, Land Surveyor R �E$ l�>,glnerr{ng 1 FRSE SyyED ,�a8.�� �i � u bu. t§uruegtag v. NOTE 6. e :. x�WE3 ASP�yA�S OR1V�C .'" .N oa AREA = 43,740 SQ. FT. a o0g &0" SMP SU9DIVISION MAP FILED IN THE OFFICE OF THE CLERK OF 4 SUFFOLK COUNTY ON JULY 25, 1997 AS FILE NO. 10035 of n k0. Y' m - se4------- .-IN � r NS. � $LoSURVEYOR'$ CERTIFICATION C.P. �eWF � N ` � �• j WE HEREBY CERTIFY TO FRANK LAPP OCTA, Rig (J1 O __ .d '� CATHERINE LAPORTA, FIDELITY NATIONAL 8 s �a7,t:.__-----__ r `" �} TITLF- &D�Iie..i" b9I�.RN CE 13OM °ANY tit WELL-9 FARGO �+F p �. _ - ` °d HOME: MORTGAGE, ONO. THAT THIS SURVEY WAS 0, 0 _ --- a PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR _ LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION CD T o 'a OF PROFESSIONAL LAND SURVEYORS. b W a"* WELL. m 02 G h ' 0p i 6rtA- O 00 U �t s .N S -18 09��p - JOHN SCHNURR. N.Y.S. L.S. NO. 49517 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 C� 45$� sEd LANG I Lp� 4 o SURVEY FOR C a, FRANK LOORTA & CATHERINE Lar' RTA a � I` LOT 5 "HIGWPOINT WOODS" � 1 SUFFOLK COUNTyD]CpARrME'NTor1:cAL ri5 w At East Marion, Torn of Southold u4.14,.;,�c�+;��,�S;r:c�F:s:T�-':, ,�.; ...�,/,1Suffolk County, New York A ♦. wn:iJ.r.'•n_�^it T �,•. ..i b.uy.'r•0.:,/ Vri. [S ,. . County Tax Map DP9crit:l 1000 sect/-n 31 Black 04 Lal 16,11 �g I3.S.R0.No. 10 ! dfC',$L^.�'.^,^^i�:�l7C: J1^�{i' i�i$11j:1i'J'�_::t:'t 'i i{.':i:Si•:kI?^VCI�I:CII ' lP OFINAL SURVEY be w"��^/•�:..� e~w n.y "s.,! I'.1+:,»......$y, i a""f P•.:::i"':i w^a{UUnf) �q �•''� S �i��Lf �►^Ii:x1!^ti(t +y ».^,ji:���+ 't't,". J ..d' '�: "D!,'a�.L/.�1 t0 �/ f�'i l (2:20 U ,/'� a is t I : .tJa .) '� ^ ^• ' t'•.., S. /1 ,V .!\. /{:.... •Ii�..:1'I ./ +•�J V w.uw.�����f�'i.' �.v`w._e..1..1..+'r I 'yJ '�l t.:l - ; •'a`y`'.-..JJy C :i .. .j,7r AMENDED SANITARY MEASUREMENTS AUG. 4. 2000 "17 MAP PREPARED LY 7, 2000M1NROA �� bT gall ) SCALE I" = 50' RN t (N'Y. 25 I J08 NO. 2000 - 0331OF 1 1 $ 0.MONUMENT SET M - MONUMENT FOUND Q STAX�Sfr ®o StAXE FOUNO :i DWG. NO. 2000-0331-final GENERAL NOTES: A. low_ SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION i/� f%/`�' %i%'` �%'�%/%1� General Notes:1 T R A T 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ��'.- --- " ``IQGI-�. 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 NOTElD". _ 2, FIRE SAFETY: DESIGN ASSOCIATES����++ - LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 111.�11L 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 CON-RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BOX 1615 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Scuthold,NewYork 11971 E-Mail: ssbn654@optonline,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. Kehl Design Associates,LLC•formerly DAKAssociates,LLC 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. 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. OWNERSHIP & USE OF DOCUMENTS: 5 corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 1 ,900,000 PSI v ACCUMULATION. E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. F = 90 PSI g, F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, 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. B. EXCEPT LEGAL HOLIDAYS. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR' ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR ZONE SNOW DESIGIN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 4A 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY I SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASM,A 115, NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. �!^ OCCUPANCY OR USE LIVE ( ) ( ) ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BEPREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANICY CORRISION-RESISTAN T ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HA;r A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD BOOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE F4MILY) HABITABLE ATTICS AND ATTICS SERVED 4TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,, IS 180 MPH (290kps) OR LESS, 'l 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 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f Soh 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 ° 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 GARAGES50° INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- THE HIGHEST ROOF SURFACE 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE IG PER CHAPTER S OF THE BASED ANCHOR WITH 2 16 16 16AlPlI&0 P A AV% AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IN77 NAAA70NAL RESIDENTIAL CODE STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1, AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Fol E 004-3 D E FOR SI: a. This table is based on 180 mph ultimate design wind speeds V i, and a 45-foot mean roof height. C' E[4, 1 POUND PER SQUARE FOOT = 0.0479 kPo, 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) TOTAL HEIGHT FROM RIDGE TO GRADE NA b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 805 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into KAYLEIGH COURT LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. 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, EAST MARION, NY 11939 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES, THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. AP ROVED AS NOTED OF NEW YORK STATE. GENERAL NOTES COMPLY WITH ALL CODES OF AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. DATE:_ B.P.# NEW YORK STATE &TOWN CODES 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 FEE: ' P _ AS REQUIRED AND C DNDITIONS OF FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF NOTIFY UILDING L F'ARTMENT AT CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASEMENT NA, 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED 765-1802 8AM TO 4 PM FOR THE A ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. FOLLOWING INSPECTIONS: IS THESE PLANS ARE AN INSTRUMENT OF DIE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA S F ANNING BOARD ASHRAE 90.1-2016 DES191 PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN 1. FOUNDATION - TWO REQUIRED NEW FIRST FLOOR NA, THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR FOR POURED CONCRETE 7 NT, USTEES FIELLDeCONDIITIONSCUTED TO TAND DIMENSIONS AND BEHE FULLEST EXTENT OF HSOLEY RESSPONSBLEERFORHFIEL FALL IT, EIFY L EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 2. ROUGH - FRAMING & PLUMBING DESIGPV PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGIUNFORESEENPRD FIELD CONDITIONS AND LI ADDITIONS BASED UPON COMMENTS NOT NEW SECOND FLOOR NA THE PLANE OF THE TRUSS 3. INSULATION i- NEW BALCONY NA 4. FINAL - CONSTI=U-ION MUST 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 BE COMPLETE F.,' o. CODE OF NEW YORK ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: ALL CONSTRUCTfCIY Q MALL MEET THE SEAL:: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH REQUIREMENTS OF THE CODES OF NEW GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC ISAUGUST 06, 2021 kM°""'`�° ` " PROJECT N0: NOT LESS THAN 30 INCHES YORK STATE. NOT RESPONSIBLE FOR © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. :�� b1 hilt, ATTIC (GARAGE)(a) NA DESIGN OR CONSTRUCTION ERRORS. ���+ +, �.j°,; • 1 107-2021 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1� , J. C:", SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL UNDER FEDERAL COPYRIGHT LAW. S �\X �f .e$ DRAWN BY: SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT C �' BDK NEW DECK 303 sq. ft. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD /�® WRITTEN AUTHORIZATION, �'^ "; CHECKED BY: MEMBER DEPTH. OCCUPANCY OR �' NEW DECK STAIRS 72, sq. ft. � ) � ..{* THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE additional ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COVERED PORCHES NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS USE �Ar�A�A)��f i .�� '_• ; SHEET NUMBER: L UNLAWFUL L CertlCat1011 KEHL DESIGN ASSOCIATES, LLC. �.�4 Cyd, COVERED ENTRANCE NA THAN 10 POUNDS PER SQUARE FOOT, THE RIGHT TO BUILD ONLY OP1E STRUCTURE FROM THESE '" cG POOL HOUSE CABANA NA WITHOUT CERTIFICF, 1Aay Be Required. h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A � FLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTENG 1 ACCESSORY STRUCTURE NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE JF OCCUPANCY PROOF OF PURCHASE. S� IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE OCCU Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorizotion of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE of Health Services, Town Building Departments, DEC, FEMA, etc, f• (b) WITH STORAGE Verify all conditions, codes, and requirements with such agencies prior to construction. 0 KEHI:DBSIGN-ASSOCIATES,ux SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION / -:� %ii` % u�izi USE A MINIMUM OF /� �.,-� % MTS20 LTS20 /// - DOUG-FIR LARCH . PIN UPLIFTTWO 8d NAILS THIS y PROVIDE (1) HGAIOKT ON ii SIDE OF TRUSS. SIDE OF CEILING JOIST ALLOWABLE LOADS 1'2 LOAD ' FASTENEiRS WITH TOTAL FOUR e /. o I LATERAL MODEL GA UPLIFT UPLIFT (133/160) 8d.1 J" CODE 8d NAILS REF. INTO TRUSS ° AND ON SIDE OF RAFTER N0. TO AVG NAILS ° /q�O °o %ice/IM RAFTERS/ TO TO --- 5 PLATES STUDS ULT. (13,) (160) F F2 1SO) - - TRUSS �=�-" NOTE: REFER TO SIMPSON WOOD CONSTRUCTIONTAKE- aa- TAKE-N - - UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design • consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWD ARTg'x12PO. (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN ° Sou BOX 1675 phone: j631�433-9084 INTO � e°. ;, Southold,New York 11911 E-Mail: ssbn654Coptonline.net MODEL GA ULT. LFTA 2 LFTA REF. PLATES °m° N0, IDT LEAR L QTY DIA 1 2" 2 3" 31- 1 2' 2}" 3' 3}" EIGHT , DTH SPAN } } }' 8d NAIL SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO 1205 1400 5, 44. 85 STUD OWNERSHIP & USE OF DOCUMENTS: LFTA 16 24" 17" 38F1"16-10d — 4200 °' 0 2 DR LARCH / so. PINE FASTENERS ALLOWABLE UPLIFT LOADS These drawings and specifications including the ALLOW ° MODEL L AVG 10d 10d x 11" CODE ULT. REF. LFTA L S T A 21 NO. tod 1od x 1}" ideas, design and arrangements represented therein, are the property of KEHL DESIGN (133 / 160) (133) (160) °° ASSOCIATES, LLC. No part thereof shall be °° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14--10d x 1}" 3116 1000 840 1000 3, 41, 128 ° 00 HGA10 with any work or project other than for which ° t� they have been prepared without written consent. "K113116 1000 840 1000 3, 41, 128 ARTR-x12 DETAIL K MTS20 20 14-10d 14-10d x 1}" 0 LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 CNW- STU 5"— COUPLER NUT DETAIL "E" Equal number of °° �SIMPSON DOUG-FIR-LARCH/ SO. PINE CODE TYPE O- DI LOAD ALLOWABLE LOADS REF. SpeClfled nQllS In ° TAKE-UP WASHER TYPE OF DIRECTION MODEL CONTION FLOOR ROOF (133/ Simpson Strong-Tie N0. (100) (125) 160 l. each end G 515 645 670 C S 16 ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DELUL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''9(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE oo N0. BASE BODY HB° SB W H B SO CL s,s BOLTS DESLOAD DESIGN GA GA DIA OTY DIA 14" 2" 2}" 3" 31" 5}" LOAD N WHEN RAISED OFF ° THE SI PAT o 0 0 HD2A 16 12 4{g" 2}" 2 8 2A 1�" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. DF / SP CODE (133) (160) REF. SP4 3A" 74" 6-10d x 1}" 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL REF. N0. GA yy LOO L NAILS (100 R 0 (133) (16D) o WORK NOTES: LSTA21 20 1 " 1 21 -1 905 1 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° No. 160 REF. Simpson Strong-Tie STU 5"- GA W L NAILS (100 R (133) ( ) MSTA24 18 14" 24 18-10d 11025 1370 1640 7, 40, 90 p g 8 L U S 4 6 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A NOT 1-0R TAKE-UP WASHER ( L (i 00) (133 / 160) CONSTRUCTION! OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-TIE? CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1650 21'" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES A USE UNLESS MODEL DN. -FIR AR H 0 PIN ALLOWABLE LOAD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" �/ HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE CERTIFIED BY A N0. GAFW H B JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT. (133)(160) 10d 16d tod 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR, CNW- LUS46 18 3�' 1 4j" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT p HUS210-2 14 3� 9t 2 6-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTR'x12 STU 8 — ■ ROFESSIONA� FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS 1 (133) (160) F FZ 160 HGA10KT 14 4-SDS}"x1}" 4-SDSJ"x3" 1523 1 435 1 435 1165 940 SP4 USE A MINIMUM OF TWO 8d NAILS THIS I CNW- a SIDE OF TRUSS, COUPLER NUT P i1 S TOTAL FOUR /• 0 SE A MINIMUM OF---, gg J I `t PROJECT: 8d NAILS TWO 8d NAILS THIS STU 8 ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS, MTS 16 MTS 16 SIMPSON L S T A 21 S I M P S❑N TOTAL FOUR �. HD2A °, Strong-Tie TAKE-UP WASHER a 8d NAILS L S T A 21 INTO TRUSS HUS 2 1 0-2 TWO ° FI RE:%mv I Mw lz M E 8 AIL 0 PLATES °�° Q �5EIGOHi ° TWO 8d NAIL 8d NAIL 8 INTO INTO DETAIL "All STUD Simpson Strong-Tie PLATES °m° EIGHT-' KAYLEIGH COURT H7 8d NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" INTO Simpson Strong-Tie EAST MARION, NY, 11939 H7 Simpson Strong-Tie LFTA ° ROD SYSTEM DETAIL "L" LFTA 'DRAWING TITLE: LFTA Ridge Strapping BP LSTA30 SIMPSON WINDLOAD CHARTS & CALCULATIONS / STRONG-TIE DETAILS I• / ROOF DRAINAGE CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM I LTP4 LTP4 NOTES: NT " it 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections Stappmg Ridge St a m DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie Floor-to-Floor Connections SEAL: DATE: AUGUST 06, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RECUIRED AMOUNT CALCULATED FOR EACH CASE. �,, PROJECT NO: Q � ��� .+� �®��,•e 1107-2021 GLL , +` t D RAW N BY: �'t v BDK 1 CHECKED BY: NO SUBSTITUTI❑NS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, 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 ', — '� SHEEI NUMBER: NO substitutions are approved or authorized, 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 �+"�'�� 5 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 �� Due to the relationships of framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. $0��� the other components of the structure, any framing hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS null and void, and will result in the installer/contractor 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 assuming responsibility for the design and USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DUB NUM ER: F performance of -the entire system, 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) ® IEHGDESIGN•ASSOMTES, Ir 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I A,/l/00 A PROVIDE HURRICANE STRAPPING _W,-0 -- - IN ACCORDANCE WITH THE ''D�; ��" .__ 110, „o 2020 RESIDENTIAL CODE OF NYS. KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PC.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x10 House Ledger These drawings and specifications including the ideas, design and arrangements represented 2x10 House Ledger 2x10 House Ledger herein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 4"x 6" ACQ Decking with any work or project other than for which c they have been prepared without written consent. `I 0 0 0 0 0 0 0 12" Dia. Conc. Filled Sona Tubes o 0 0 0 0 V: " Min. 3'-0" Below Grade N N N o i I 2 2x10 Girder (2 610 Girder o 4"x 6" ACQ Decking 0 0 0 0 c c 40 ACQ Posts 44 ACQ Posts o -1Oy` o -1Qr 1 Ud U U Ud 0 0 r I j 12" Din. Conc. Fllb,d Sona Tubeso o 0 4"x 6" ACO Decking Min. 3'-0" Below Grade 0 0 0 0 0 X New 2x10 Girder T New 2x10 Girder New 2x10 Girder New 2x10 Girder \1 fill fill 2x10 Flush Beam 2x10 Flush Beam 2x10 Flush Beam 2x10 Flush Beam Tread dread — — — — — - - —Tread— — — — — — — — — — —Tread 4x4 ACQ Posts Tread 4x4 ACQ Posts dread — — — — — -= — — —TVad— — — — — — — — — — —Tfaad -4-11 1 1Y" 1 q" 20'-0" Tread — — —T{egd— — — — — — — — — — — Treed Tread —Tread — — — — — -� - - -Teed— — — — — — — — — — —Tcegd 1k 11 11 11 ACQ Stringers 16"oc. ACQ Stringers 16"oc. ACO Stringers 16"oc. WORK NOTES: 1 a" 20'-31'2" 1 a" Note: Provide Handroil Note: Provide Handrail Existing Foundation Plan Mounted io Inside of Mounted to Inside of SCALE: 1/4" - 1'-0" Existing Floor Framing Plan R°'I _Existing Floor flan NOT FOR SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER 2x6 ACQ Top Rai l PROJECT: 20 ACQ Sub Rai l4x4 ACQ Post CUFA5 w F-R,EI o 2x2 ACQ Ba astersC E z N w 20 ACQ Sub Ra] 2x2 AGO Balisters 4"x 6" ACQ Decking soy 20 ACQ Bottom Roil 2x6 ACQ Top Rail 11 2X1 A KAYLEIGH COURT 2x4 ACQ Bottom Rol 0 CQ Blocking EAST MARION, NY, 11939 Z" Galy. Bolts 2210 Floor Joist @ 16"oc. " Galv. Bolts ' Goly. Bolts 1l 2X10 Joist Hangers Simpson Tydowns Simpson Tydowns 2_x10 Floor Joist @ 16 oc. DRAWING TITLE: 2x10 ACQ Girder Simpson Tydowns Z° Galy. Bolts Simpson Tydowns 2x10 AC Girder 4x4 ACQ Posts---// 4x4 ACO Posts Q PLAN Simpson Anchor Plate Simpson Anchor Plate AS NOTED III-011J 4x4 ACQ Posts Existing Deck Section Existing Deck Detail NOTES: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PROVIDE HURRICANE STRAPPING DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Ill ACCORDANCE WITH THE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2020 RESIDENTIAL CODE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OF NYS. SEAL: DATE: AUGUST 06, 2021 PROJECT NO: 1107-2021 a & DRAWN BY: B D K PROVIDE HURRICANE STRAPPING �� �� !• �r � CHECKED BY: IN ACCORDANCE WITH THE �\t 2020 RESIDENTIAL CODE R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OF NYS. © COPYRIGHT 2021 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 e>> 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 ,Qe 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 A 10 1 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SS�pC1��' . 'f 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-5230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL•DESIGN•ASSOCIATES, LIC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.