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HomeMy WebLinkAbout46066-Z �g�FFQI�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y z. TOWN CLERK'S OFFICE oy • ;� SOUTHOLD, NY col � Sao 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#: 46066 Date: 4/12/2021 Permission is hereby granted to: Zuhoski, David 3870 Bridge Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3870 Bridge Ln, Cutchogue \AD 10 SCTM #473889 Sec/Block/Lot# 84.-5-9 Pursuant to application dated 3/22/2021 and approved by the Building Inspector. To expire on 10/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20 CO-ADDITION TO DWELLING $50.00 Total: $317.20 B it pector FIELD:INSPECTION REPORT DATE GOIVIM NT T. b� FOUNDATION(1ST) H --------------------....... . -- FOUNDATION`(2ND) .77 CP W O ROUGH FRAMING:& PLU-M-BIN.G: • r INSULATION.PER N.Y. STATE-ENERGY CODE FINAL ADDITION: C.OIVINIENTS z ' . � o H z 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 https://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: MAR XD,2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 03-10 2-0 Z I 'OWNER(S)OF PROPERTY: Name: --Qq y- #10-0-0- LC7 Project Address Phone#: f- I- 7qo - (ooaS- Email: Mailing Address: &VO C _xrc q CONTACT PERSON: Name: Mailing Address: 2S7 Phone#: Email:,_ �.of 4 4- wf /-G T- DESIGN PROFESSIONAL INFORMATION: Name: -Mai.I.ing Address: Oki—) ROALA Phone#: Email- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION E]NewStructure ,Addition ElAlteration F-]Repair ElDemolition Estimated Cost of Project: E10ther Z5QZq-J7"r" kQu+ Ott ff--f-is-R tag $ Will the lot be re-graded? DYes Flo Will excess fill be removed from premises? DYes �No PROPERTY INFORMATION Existing use of property: RF—Stprrz,J;,A.L Intended use of property PeSt n��rl0}L ���_�A �L.� Zone or __ is use district in which premises situated: Are there any covenants and restrictions with respect to �® __ " ..-_.._._. ..aa.__ _._-_ .._-n,.__ _ __. _r 04 this property? ❑ N Yes o IF YES, PROVIDE A COPY. 4 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION,IS HEREBY MADE to the Building.Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): fv�Tl fl. ��M L- ❑Authorized Agent ❑Owner Signature of Applicant: Date: C>j-30 --zo z i STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185056 COUNTY OF Sw?F-6LY- ) Qualified in Suffolk County Commission Expires April 14,211-4L) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A m i (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this a `��� `� 1 Q � y D day Of ( "` vl 1 .20 a `- � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Buildine Department Application ` i 1 AUTHORIZATION (Where the Applicant is not the Owner) f I, QP V t fl J t4 D S t<I residing at 3$70 Z iu b(ja Lam( . CUT<_"0CI JE_ (Print property owner's name) (Mailing Address) do hereby authorize rzU' (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (jute) i I DAL) L0 _2-0Vk051c,1 (Print Owner's Name) m. ¢ 11 py Y 'I s. a Town Hall Annex n 5: 54375 Main Road Telephone(631)765-1802 P.O.Sox 1179 Fax(631)765-9502 Southold, NY 11971-0959 BULGING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOO® CONSTRICTION AND/OR TIMBER CONSTRUMON Bate: 03--100- Z-1 Owner: F. TM:A0E wNE ZUoos�� Location of Property: rT Q _ 9a�4_614 C- CsJ i(_40q Please take notice that the (check applicable line): New commercial or residential structure UC Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (i f') _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: . , Name (person submitting this form): � �, VE-Hc. Capacity(check applicable line): Owner �C Owner representative TrussReg15.docx Effective 1/1/2015 GL Qua rn 1r c f 2p�O� o �Lo 4 (31 • ,y0 $` •� � pvr / AG" �• as• 4•�'a-cJ S�, 3. Z� �'� 1r� (Q .�Y ui I CO WFFOLK COUNTY H SDEPARTMENT SINGLE FA ' '�I/ i�L�C Q IDATE JUL *2 7 let. \C�v pQ� YNE SEWAGE DISPOSAL AND-WATIR SUPPLY FACILITIES FOR OAWIN "AVE SEEN INSPECTED BY THIS D EPA T ND TQ BE SATISFACT M am OpWadmater wanagement Suction SURVEY FOR DAVID ZUHOSKI & JACQUEL.INE ZUHOSKI NOV 21,1986 LOT 17 " I SMAR ACRES " APR. 17,1986 AT CUTCHOGUE DATE AUG. 6, 1985 TOWN OF SOUTHOLD SCALE. 1" = 50' SUFFOLK COUNTY, NEW YORK NO. 85-867 *UOUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEE SURVEY IS A VIOLATION OP SECTION 7209 OF T14E AME Vft SURANCE CO. NEW YORK STATE EDUCATION LAW *COPIES OF THIS SURVEY NOT BEARING THE LAND 7 , SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL S T G NOT BE CONSIDERED TO BE A VALID TRUE COPY *GUARANTEES INDICATED HEREON SHALL RUN ONLY TO I JA=UE U OSKI THE PERSON FOR WHOP: THE SURVEY IS PREPARED .� HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- � MENTAL AGENCY AND LENDING INSTITUTION LISTED N NEAREST WATER SMAIN-101-a pISOURCE OF WATER: PRINITE—PUBLIC HEREON,AND TO THE ASSIGNEES OF THE LENDING 14 SUFF CO. TAX MAP MST 14SlD.SECTION-al PACK..45_LOT 02- INSTITUTION GUARANTEES ARE NOT TRANSFERABLE *THEM ARE NO OWELLIHOS WITHIN 100 FEET OF TINS PROPERTY TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OTHER THAN THOSE SHOWN HEREON. OWNERS IF THE WATER SUPPLY AND SEWAGE DISMAL SYSTEM FOR THIS RESIDENCE N DISTANCES SHOWN HEREON FROM PROPERTY LINES WILL CONFORM TO THE STANDARD$OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOA A SPECIFIC OF HEALTH SEAVICEE. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH IqfxiD suylaE'�0 APPLICANT, PROPERTY LINES OR FOR THE ERECTfON OF FENCES ADDRESS 400 OSTRANDER AVENUE TEL. YOUNG YOUNG RIVERHEAD, NEW YORK NOTE : = MONUMENT 0 = STAKE ALDEN W YOUNG,PROFESSIONAL ENGINEER SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF AND LAND SURVEYOR N Y.S.LICENSE NO.12845 SUFF CO.ON MAR.13,1973 AS FILE NO.5872 HOWARD W.YOUNG, LAND SURVEYOR GENERAL NOTES: �2 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION Mx,/ 2 _ io General Notes: 0 N T R A C T 0 R N 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ---------- Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 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 f)r 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 r�N KEM DESIGN ASSOCIAHS 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 PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registe-ed manufacturer. . phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York11971 E-Mail: ssbn654@optonline.net 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC 9 formerly D A K Associates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. 7 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 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED 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. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI AP PRO ED AS NOT D 9. Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI DATE: B.P.# DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, FEE: 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. NOTIFY BUILDING DF-PARTMEN AT 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. 765-1802 8 AM TO 4 PM FOR THE 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. FOLLOWING INSPECTIONS: 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. I. FOUNDATION - TWO REQUIRED 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 FOR POURED CONCRETE 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 2. ROUGH - FRAM!NG & PLUMBING 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 3. INSULATION RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 4. FINAL - CONSTRU,­_P)N MUST 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN BE COMPLETE POt Ic.O. 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 ALL CONSTRUCTP-�N 1,HALL MEET THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIREMENTS OF THE CODES OF NEW 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 YORK STATE. NOT RESPONSIBLE FOR 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 DESIGN OR CONSTRUCTION Pggogl; RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBIL!TY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER 1 ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 lbs/scift 130 (mph) C SEVERE 3,-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF TI­!'___ 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 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 COMPLY WITH ALL CODES OF USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE-BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAV'E A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS NEVI Y001/ F,TP,7F- 0 RESIDENTIAL I (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 1 17T­I 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. AS HEUbIPED AND CONDITIONS OF TYPE OF CONSTRUCTION (CHAPTER 6) TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: 4 BALCONIES (EXTERIOR) AND DECKS 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) ' L� ,�­ BOARD R301 DESIGN CRITERIA i-1 Jw I_k,169 1, V B GUARDS AND HANDRAILS d 200 h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL USTEES f 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, "UCUPANCY HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50 h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED USE IS UNLAW :LL NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 500 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WITHOUT CEM IF ICATE: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: BASED ANCHOR WITH 2 16 12 9 OF OCCUPANC THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 - R301.1.1 ALTERNATE PROVISIONS Olin AM& A00h, THE HIGHEST ROOF SURFACE )/4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 5 = 13'-3" AS PER CHAPTER 5 OF THE 3 STORY BASED ANCHOR WITH 2 16 16 16 2020 BUILDING CODE OF NEW YORK AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH I LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STATE, THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. RETAIN STORM WATER RUNG : 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 PURSUANT TO CHAPTER 236 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1 41 E S I LE)" E 1410, E FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,t and a 45-foot mean roof height. OF THE TOWN CODE. TOTAL HEIGHT FROM RIDGE TO GRADE 15'-841 .1 POUND PER SQUARE FOOT 0.0479 kPa, 1 SQUARE INCH 645 mm? 1 POUND 4.45 N, b Fasteners shall be installed at opposing ends of the wood structural panel. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3870 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. c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 3. IOC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BRIDGE LANE 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. CUTCHOGUE, NY LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE , 11935 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATE.RIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL EYERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES, OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED EX. BASEMENT NA 50 TO ACT POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. FIRST FLOOR NA CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY CCMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUWTb GLAZED cum WOOD MAM FLOOR DUEMMTc MM d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN U Z� EX. SECOND FLOOR NA ZONE TAC b UTACTOR FENESTRATION R-VALUE FRAME WALL -VALUE R'VALUE SPACEC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR nELD FIT. THE WALL R RWVAALLULE DIEM NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWC b,e R-VALUE R VAILUE R-VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+!P 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I CODE OF NEW YORK NA SEAL: DATE: For SI: 1 foot = 304.8 mm ATTIC (HOUSE)(b) 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 February 27, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. 1088-2021 r BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED NE SCREENED PORCHES 168 sq. ft. On Existing Decki 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 covit insulation at the op, DRAWN BY. y UNDER FEDERAL COPYRIGHT LAW. r interior of the basement wall. SUNROOM NA BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the PLANS MAY NOT BE REPRODUCED WTHOUT CHECKED BY: NEW DECK NA MEMBER DEPTH, WRITTEN AUTHORIZATION, interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE L_ SHEET NUMBER: COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. L DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS L POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 51684 Ls SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G1 'A( CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved FE0 IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an I of R-19. the authorization of local governing ogencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. 0 KEHbDESIGN-MOMTS,TLC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION _ i - USE A MINIMUM OF TWO Bd NAILS THIS DOUG_ MTS2C LTS20 SIDE OF TRUSS. PROVIDE EI HGAJOIS ON �.z ?I ALLOWABLE LOADS LOAD SIDE OF CEILING JOIST ,li-. FASTENERS y�IT}{ TOTAL FOUR , /. O ° AND ON SIDE OF RAFTER � � ' MODEL GA UPLIFT UPLIFT " CODE 8d NAILS NO. TO 1'0 TO AVG (133/160) 8dx12 REF. NAILS RAFTERS/ ULT. o INTO TRUSS TRUSS PLATES STUDS (133) (160) F Fz 160) --t NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON c TAKE-UP WASHER UBL DESIGN ASSOCIATES LLC H7 16 4-8d 2--8d 8-8d 2991 930 say 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -' PROPER INSTALLATION PROCEDURES _ residential & commercial design • consulting H6 16 8--8d 8-8d 3983 915 950 650 5, 44 - s DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ART 'x12 e e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER Sd NAIL °o PO.BOX 1675 phone: (631)433-9084 MODEL GA AVG z CODE INTO N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °Oo D. °• ° Southold,New York 11971 E-Mail: ssbn654Qoptonline.net WIDTHSPAN L QTY DIA 1}" 2" 2}" 3' 3�" 1}" 2' 2}" 3' 3}" 8d NAIL a•° INTOT S P 4 Kehl Design Associates,LLC_o formerly D A K Associates,LLC LFTA 16 2I" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 STUD ///��', l>/�///%////% "%/JJ//;%//i.?� n '.,7. . ° OWNERSHIP & USE OF DOCUMENTS: S z DOUG—FIR LARCH / SO. PINE 00 FASTENER AL'-OWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 12" CODE ° These drawings and specifications including the No. ULT. REF. LFTA ° ideas, design and arrangements represented tod 10d x 1�" (133 / 160) (133) (160) LSTA 21 therein, are the property of KEHL DESIGN 0. 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 ° HGA10 with any work or project other than for which ° D °° DETAIL "I�" they have been prepared without written consent. MTS20L0 14—lOd 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 °o LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW DETAIL "E" STU 5 COUPLER NUT H DOUG-FIR-LARCH Equal number of °° SIMPSON SO, PINE CODE TYPE OF DIRECTION SO, LOADS REF. specified nails In TAKE-UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each e n d TION NO. (100) (125) 160 Simpson Strong-Tie G 515 645 670 I C S 16 5 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN _ HOLDOWN ARTJ'x12 STUD DEF CODE LECTION DEFLECTION MODEL LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST MACHINE AVG IN VERTICAL WOOD MEMBER ALLOWABLE REF. N0. BASE BODY 4 ANCHORgOLTS ULT' ALLOWABLE GA CA HB SB o W H B SO CL DIA5,e DESIGN LOAD DESIGN a0 QTY DIA 14" 2" 21" 3" 3 54" LOAD WHEN RAISED OFF o THE SILL PLATE 0 0 HD2A 16 12 4A" 1 2}" 2J" 8" 2�" i" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 0 0 D MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. OF SP CODE AVG / (133)z (160) REF. SP4 3{ 71" —10d x 1 j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE U NO. GA W L NAILS FLOOR (133) (160) REF. o 100 � WORK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1295 7, 40, 90 01, MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. CA L y� NAILS FLOOR (133) (160) REF. rJ 100 Simpson Strong-Tie STU 8 - MSTA24 18 1 24 18-10d 1 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON N0. L END SPACING REF. HD2A TAKE-UP WASHER NOT FOR GA CUT LENGTH (TOTAL) 2 C (LENGTH L (100) (133 / 160) oC• CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL ON. D -FIR ARCH PIN ALLOWABLE AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" LUS46 18 3{�" 4 •• 2 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED BY A 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" 14 36" 41 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 DOLG- R R H IN ALLOWABLE A ART 'x12 — FASTENERS UPLIFT LATERAL CODE SIMPSSTU 8" MODEL AVG UPLIFT (133/160) REF. TAKE-OUP WASHER ENGINEER N0. GA ULT. To RAFTERS 1-0 PLATES TO STUDS (133) 0 60) F Fz 160 HGA10KT 14 4-SDS�"x14" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR ° /• m SE A MINIMUM OF PROJECT: 8d NAILS NAILS gg INTO TRUSS �Two of TRUSSTH[S MTS16 SSTUIMPSON SIMPSON SIMPS❑N ANCHOR BOLTS MTS16 TAKE—UP WASHER BdTNAILSUR HD2A Strong-Tie°. INTO TRUSS LSTA 21 H U S 210 2 1 8WD ° ° F1 "0' E S I 16` E 0 C E AIL TO �I PLATES °®° ° EIGHT TWO ( ° I o 3870 8d NAIL 8d NAILBRIDGE INTO INTO I' STUD Simpson Strong—Tie PLATES °Oo DETAIL "A" CDLANE H7 EIGHT CUTCHOGUE, NY, 11935 IN TO NAIL ® DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie ° LFTA H7 Simpson Strong-Tie " ROD SYSTEM DETAIL "L L.FTA LFTA Ridge Strapping LSTA 3 0 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS DRAWING TITLE: BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS I 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 182 sq/ft ROOF DRAINAGE CALCULATIONS AND U = A X R X C LTP4 PLUMBING RISER DIAGRAM A = 182 sq/ft I LTP4 R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 NOTES: V = 182 x 1 x .166667 = 30.33 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL ��Cill 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 30.33 / 12.58 VERTICAL FT. / FT = 2.41 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B'f E l o o r-t o-Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 USE (1) 4 DIA. POOL 4—O DEEP = 4 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-F(oor Connections SEAL: DATE: POOLS TO BE PLACED ON OPPOSITE SIDE OF February 27, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY HOUSE AND/OR LEADERS TO BE PIPED TO PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 1088-2021 NO SUBSTITUTI❑NS POOL, ��� *- ae• , , * DRAWN BBDK MAINTAIN MIN. OF 20 FEET FROM SEPTIC All framing hardware shown on these plans, �+ y ` SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), ' `� �; �• `�� "�� � CHECKED BY: unless otherwise Indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved or authorized, 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 Due to the relationships of framing hardware to - ;;' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �;�s��:` 6 ���' �` G 2 null and void, and will result in the installer/contractor assuming responsibilityWHERE TRAFFIC IS TO BE PRESENT. for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL, ® KEH,DESIGN°ASSOMTFs u� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) A -.—Hurricane Step A 4x4 ACO Post I 2x8 - 16"cc Hurricane Stop 4x4 ACO Post Grade 4x4 Post Anchor 1_ --Grade B _'-5/8"x18" Anchor Bolt See Footing Detail B 10 15 Stirrup 1 14- I n— I \ , . i ___ I I10 4,,L J" .................. . . ............. ........................ ...........PN-38-32- - - ........ ........................../A................ Square Conc. P' A Square Cons. Pier Pier.... . . . . . . . . . . . .. ........... ......... . .......... See Footing Detail "A TW3446 III Footing Detail "A' 4 Square Conc. Pier I-4 TW3446 See Footing Detail "B" .15� III --lurriccne Step ._4x4 ACO Post OWNERSHIP & USE OF DOCUMENTS: X6 - I C"'oc 00 00 ::---Hurricane Step x These drawings and specifications including the 5411 Cons. Filled 18" Sona Tube-,, ific _-4x4 ACO Post AII ideas, design and arrangements represented Sep Footing Detail "C" 10 44 Post Anchor therein, are the property of KEHL DESIGN I Grade r U Qc 0 Grade U ASSOCIATES, LLC. No part thereof shall be .0 5/8"08" Anchor Bolt - Q0 copied, disclosed to others or used in connection ............. .... I 42 with any work or project other than for which cc . __#5 Stirrup 1 I N I Square Cons. Pier they have been prepared without written consent. 00 X cc C11 >; I I IC'' UJ 1 Existing Girder and Posts to RemainIII 6 Footing Detail "B' III NII Cone. Filled 18" Sono Tube D Ex1 i .(2)2xlO ACO Girder 1x.(2)2x10 ACO Girder Ex.(2)2xlO ACQ Girder See Footing Detail "C" C3-- E3 Z I --�-- El-- NOT FOR - - - - - - - - - DY - - - - --- 2x8 1 U7, CONSTRUCTION Hurricane Stop (722x8 Hex Beam �,�(2)2x8 Box 4x4 ACO Post 4x4 Post Anchor L Grade USE UNLESS �rcde 1 OY4. F4 -6% Anchor Bolt 12'-OoI CERTIFIED BY A —#5 Stirrup E3 B 1 18" Cons. Filled Sena Tube B 13 PROFESSIONAL - - - - - - - - - 4==L=d h_�� - - - - - - - - - - - - - ❑ ENGINEER Footing Detail "C" EXISTING DECK PLAN- NEW FOUN DAT IO N PLAN WORK NOTES: Scale:4 !n I f-off Scale:4 in= I A 102 A 10 \-4x4 ACO Posts Wrapped in Azel; 4X4 Post B 10 10 108 B 2868 2868 Mi 'f(2)T77 1-0 44 ACO Posts Wrapped in Azek ....... ....... ... ..... 2x10 HerN ....... 2x4 ACO Posts Wrapped Azek Hdr TW383� ... . ....... ... . . . . . . . a TW3832 %�..... 2868 I= I Jam\• - - ";ate . . ........ . TW3446 17= 2x8 Rafters 16"oc. 2x8 Rafters 16 cc. C, 7 4X6 COLLAR TIE @ 10' AFF PROJECT: 2x4 ACO Posts Wrapped in Azek 'Cc _i5 C o Provide Railing System Between 1 _T Vertical Screen Posts to Match Z0 Nf""SKI Existing Roiling System -_J .......... 4x4 ACQ Posts Wrapped in Azel, 7 44 ACQ Posts Wrapped in Azek L;Sir' ENCE 0 E7= 4X6 COLLAR TIE 9 10' AF. ' � � � N' ' i x 2x4 ACO Posts Wrapped in Azek 3870 2x4 ACO Posts Wrapped in Azek 2x8 Rafters 16"oc. 2x8 Rafters 16"oc. BRIDGE LANE 3" CUTCHOGUE, NY, 11935 . .......... ... . . ........ ... ... ­1 wil 2)1 3/4 x 9 1/2" LVL Continuous* (2)1 3/4"x 9 112" LVL Continuous He de He de 4x4 ACQ Posts Wrapped in Azek 1 40 ACQ Posts Wrapped in Azek 2'-1 lV­ `-2'-1 tYB" �2-1 1,Ya'--­L--2'-1 V8 IW4 W4 i314" DRAWING TITLE: - - - 7--d PLANS 2x4 ACO Posts Wrapped in Azzel,: 2x4 ACO Posts Wrapped in Azel \--4x4 ACO Posts Wrapped in Azek AS NOTED 144 ACO Posts Wropped in Azek 4x4 ACQ Posts Wrapped in Azek 4x4 ACQ Posts Wrapped in Azek, NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EW FLOOR PLAN- NEW R EFL ECTIVE FLOOR PLAN PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE Scale:'"= 1'-0" DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 4 Scale: 1" V-0" 4 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: February 27, 2021 PROJECT NO: 6A. Nlrir 1088-2021 DRAWN BY: to BDK �NECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: k ... - -- R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 051 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 Al 0 1 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: or 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-S23D) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such Z) KMDERGN-A%i 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Relocate Stove Ducting Relocate Stove Ducting Relocate Stove Ducting OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the Relocate Stove Ducting ideas, design and arrangements represented Ridge Vent Ridge Vent Ridge Vent therein, are the property of KEHL DESIGN Hurricane Strapping Hurricane Strapping urricone Strapping ASSOCIATES, LLC. No part thereof shall be (2)1 3/4"> 11 7/8" LVL Ridge Hm 2X8 Rafters - 16 oc. 2X8 Rafters - 16' oc. 2X8 Rafters - 16" oc. copied, disclosed to others or used in connection 5/8" CDX Roof Sheathin 5/8" CDX Roof Sheathin 5/8" CDX Roof Sheathing with any work or project other than for which 2x4 mall over house wall Existing rafters they have been prepared without written consent. 9 I I Existing rafters Vinyl Shingles Match Existin O onal 6 Seams Provide Soffit Lighting in Ceiling Existing rafters Min. (2)2x10 Hdr Hurricane Strapping Min. (2)2x10 Hdr Hurricane Strapping Hurricane Strapping Rerrove soffit inside s.reened perch lx6 Fascia (Match Existing) Ex. Header lx6 Fascia (Match Existing) lx6 Fascia (Match Existing) NOT FOR Hurricane Strapping Hurricane Strapping Hurricane Strapping 1/2°x 6" Azek Wainscoting on Ceiling Hurricane Strapping CONSTRUCTION l 4x4 ACC Posts Wrapped in Azeb: 44 ACO Posts Wrapped in Azek Hurricane Strapping 4x4 ACO Posts Wrapped in Azek USE UNLESS ILI CERTIFIED BY A L 10E Hurricane strapping PROFESSIONAL L Hurricane Strapping Hurricane Strapping Hurricane Strapping ENGINEER WORK NOTES: CROSS SECTION A CROSS SECTION CROSS SECTION- C CROSS SECTION ('D -*' SCALE: 1/4"= 1'1 10 SCALE: 1/4'= 1'-0" 10 SCALE: 1/4"= 1'1 10 SCALE: 1/4"= 1'-O" 10 Screens to be Constructed of (2)Layers of Azek 54S Trim, All Joints to Overlapped and Screwed Together With Kreg Jig System With Azek Glue PROJECT: r% EF% I E N E MEN"U AV% IN AV 2 ply Screen Panel 12"Thick Screen PanelsN 3870 LLLLL when Screwed Together j BRIDGE LANE L�J �LJ L1J LIJ L1J I I_L�I1 _III 1.11L�I I u I Lu h �I �I C UTCH OG U E, NY, 11935 JII � IJII Llli�� dill IIII� IIIIII I I I IIIIII�I 11 Screens to be Constructed of (2)Layers of DRAWING TITLE: Azek S4S Trim, All Joints to Overlapped and ■ Screwed Together With Kreg Jig System With Azek Glue `r PLANS pis. r;' %�� X• r, .✓' 'r,r'Y;�r:' - R�" AS 1' •/rC W NOTED Y l II II HI II IIIIII II I LLILA1L •;NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. RIGHT ELEVATION REAR ELEVATION SEAL: DATE: Februry Scale:4�= 1�-0" Scale:4"= 1�-0" PROJECTaNO:27, 2021 1088-2021 DRAWN BY: BDK '� s; CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS =`—v's �- - �� ��- -� � SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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 �° '1684 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 THE ��' 02 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ``'�lprx'" R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBLR: 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 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 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) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. © DESIGN-ASS0CIAM me 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)