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HomeMy WebLinkAbout47935-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47935 Date: 6/9/2022 Permission is hereby granted to: Naleski, David _ 1245 Bo�isseau Ave _�...._ _......._.�w_._._._._._._..................�..�._._ _w_.............__.._......._...� Southold NY 11971 To: construct a covered porch to an existing dwelling as applied for. At premises located at: 1245 Boisseau Ave., Southold SCTM #473889�rr _wwwww...................._.......__........_................................._............ � Sec/Block/Lot# 63.-2-7.2 Pursuant to application dated ...... 5/5/2022 and approved by the Building Inspector. To expire on 12/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $394.00 CO-ADDITION TO DWELLING $50.00 Total: .._aaaa_.........�.m_.. $444.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54,375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ' Telephone (631) 765-1802 Fax(631) 765-95021tt . O�ttlolcic1 . Date Received APPIICATION FOR BUILDINGT For Office Use Only PERMIT NO. - _ Building Inspector„ �w Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: o -o5 - Z,Z OWNER(S)OF PROPERTY: Name: NNO I ZJ ALN SCTM#1000- 63 - 09- Project Address: `Z 45 R-)o%SSLAki /}�1 F_ S o.i H O�-K1 1�y 11g7 I Phone#: (3l_ ( 4q - S`f 24 Email: Mailing Address: SAMC_ &S A&zv'E. CONTACT PERSON: Name: �2�-cr p. 1!�N` K��� I�FLs► A--SQc- LLC) Mailing Address: 2 ]A5.M 1,-( r S0,J r KOL,4 Phone#: Co 3t-� O `l Email: �S» (J`tr010 L oeoc,i nth ,►-IST DESIGN PROFESSIONAL INFORMATION: Name: XIEV11_ 4ssoc-- L(.L Mailing Address: 2( � AS IselH0 L41-� i j�`( jl cl'� Phone#: 631- ` &3 - of O b Email: SL,N(0sq 0nJ L.n iF N CONTRACTOR INFORMATION: Name: NA Al THLS 2101G- Mailing 101G-Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other C-0 V . z-,N o P-r-4 $ Will the lot be re-graded? ❑Yes ^o Will excess fill be removed from premises? ❑Yes ;2�No 1 PROPERTY INFORMATION Existing use of property: f Cs SI>qLF— FAmtu-y Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to -R_c.io this property? ❑Yes'®No IF YES, PROVIDE A COPY. ❑ (:heck.Box A,fter Readlillrmg: 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): I L9-q ts, j��t}�. Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF F7FoL-V-- ) a HL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AC \ l (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 +4, day of " 7 _ 20 0i otary Public TRAC EY L, D Y E NOTARY pUN ,)LIts STWE OF NEW YORK PROPEKI"Y OWNER N. N��i�: ICS&�I�FY" ,&NX COUNT .. (Where the applicant is not the owner) COMAI ION EXPIRES JUNE 3%2b 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 MAY BUILDING DEPT ame,sit i Alplication 10"AIN OF SOUTHOLD Buildirt n Den, AUTTIORIZ A"TION ffic Applicant is nf,)t flic Oa=l (ArIll LIL(J)Jkz le'S resd ng at ............... (Mailing Addmss) (Pnul pe0fl*MY OwAlel"S UNIX) du hereby autflori,?-e toapply on my behalf to the Southold Bt.iilding De'p artinient, P 6,1a)z (Date) S L L gnattv (Print Owner's Name) O:z > Eg Lb > D tn 4.4 4z F- C> 42 :�— lv/v :z N -d ta tq CA 0 C, 00 La 40 >=E:zW 2 LA3 LU �qq�s :D X 0 cm u bi ,j:Z(j(A> 5 tD t i3 P 1I6 00 LU Ul <1 LO LN tl— C) :z LO 40 Ln CN LU LU La 'Al,,00,,,2.9'N :z 0 Qj U) SSes��►� �7 3s � GENERAL NOTES: 9:. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONIN� General Notes:D T R �'D R N 0 T E S - / 1 �/ ;;; _ ,. 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF %' E1l fl .�-�-' Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 ' 1 , All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. r !�� I � GENERAL NOTES: 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for Nood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA , 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. 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 1675 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mal: 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. Kehl Design Associates,LLC®formerly D A K Associates,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. /- .•. �r��rr.--�-ii//i�/J�a�-���J,���/,' �y���i�/%'�� 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 -ace plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OwNEKSHIN & U5E OF DOCUMENTS: 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 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• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM 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 ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9 Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CCNSTRUCTION OF THIS BUILDING. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 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 DOCUMENT NOTES PROPERTY. IR ACTIVITYEACH AS REPREESENBTATIVELE FOSROF THEIR EEMPLOYEESTHE SAFTY OF THEIR SHALL PLOASCERTAIN EMYEES AS VTHAT THEELL ASO CONDIT ONDS (UNDER WHICHTHERS ANN THE CAREOTHEYEWILL BE 1 4. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE 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 I 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 NOTFOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERNG DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVER= 3'-0" MODERATE TO HEAVY 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/DASMA 115, NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 (2438r nm)(11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438m) 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 BE PREDRILLED 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 -s USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,, IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TABLE R301.2.1,2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. FD) TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA VAY [D V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL " < 4 FEET SPAN < E FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, BUILDING DEPT HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f son INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED TOWN OF SOUTHOLD No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REALE= 3 STORY REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = NA AS PER CHAPTER 5 OF THE BASED ANCHOR WITH 2 16 16 16 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 %zXK1 INTE I}TTONAL RESIDENTIAL CODE STAIRS 4o 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) R EZ"S' I D E 14 FOR SI: a. This table is based on 180 mph ultimate design wind speeds VLi,and a 45-foot mean roof height, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AIS(-S230) TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 245 Fasteners shall be located o minimum of 1 inch from the edge of the panel. BOISSEAU AVE. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into • LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. SOUTHOLD, NY, 11971 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shop be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. ' OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 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 PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TI1 LE: 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 CONSERVATI(NCODE OFNEW YORK GENERAL NOTES JOB DISCRIPTIONProjects shall comply with one of the following: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. i. Section R401 through R404 n ' ,) This Plan consists of the Removal of PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE NA the Existing Kitchen and Relocating the 3. The energy rating index (ERI) approach in Section R406 NEW BASEMENT NA Kitchen at the back of the house and FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED moving the Dining Room to the Front 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. BASEMENT NA NOTES: of the House. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BYCOMFONENT ASHRAE 90.1-2016 THESE PLANS ARE AN INSTRUMENT Of THE SERVICE AND ARE THE PROPERTY E THE 2 Replace Existing 6' Slider with a 6' g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ) p g b c Slider. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTID CERJNO WOOD MASS FLOOR BASEMENT SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN DIE UFACTORb LWACTOR FENESTRATION RVALUE FRAME WALL , RVALUE WALL RVALUE srACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE VALUE R R- •VALUE� R-VALUE 6 DEPTH R-VALUE NEW SECOND FLOOR NA 3) Install Windows on the East Side of ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOO b,e NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE 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 NEW BALCONY NA the House. 4 0.32 0.55 0.40 49 20 OR 13+5t 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. 4) Relocate the Wall West wall of the BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK ATTIC (HOUSE)(o) NA New Kitchen Approx. 2'-0" towards the For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA West. 1, THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less APRIL 28, 2022 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: 5) Provide New Vestibule going From the NOT LESS THAN 30 INCHES R-value s ecified in the table. - X" »,� ".° Arrlc (GARAGE)(a) NA P © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. New Dininc Room into the Garage. ►. t �i ' b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1123-2022 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �•,:m„ �;. A., 6 Provide New Girder in the Basement. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the a \,"i, DRAWN BY: SCREENED PORCHES NA ) 2 INCHES VERTICAL To 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW, interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT :' - ;` BDK 7) Optional Work to be Performed is to 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 _`/�� CHECKED BY: NEW DECK 30 SOFT Fill-in Existin 2 Gara e Doors on the MEMBER DEPTH. WRITTEN AUTHORIZATION. _� g ( ) g interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the NEW COVERED PORCHES 470 SOFT West Side of the Garage and installbasement 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 , „ ,g7i l A Windows 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. > Vii' w1r ^r�; . SHLLf NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA 8 Provide a New 16' Gara e Door on THAN 10 POUNDS PER SQUARE FOOT. Garage 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 THESEra_.,;.,"�, *�, ACCESSORY STRUCTURE NA the North End of the Garage R-value for slabs, as indicated in the table. The slab edge insulation for heated slobs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ".,p`k�� '"' h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 9) Provide Platform Outside the Garage SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G 1 Door on the East Side of the Garage CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved with Stairs. IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, Such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, g g g , y P 10) Install New Flush Girder in the of Health Services Town Building Departments DEC, FEMA etc. (b) WITH STORAGE Ceiling Above the Existing wall to h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation � , r plus R-5 continuous insulation. Verifyall conditions, codes, and requirements with such agencies prior to the West of the New Kitchen. 9 9 i. Mass walls shall be in accordance with Section R402.2.5. The second R-value cpplies when more than half the construction. ® KEHGrDESIGN-ASSOMM,uz insulation is on the interior of the moss wall. _�,/?l :,i., SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION , USE A MINIMUM OF r TWO 8d NAILS THIS MTS20 L_ TS20 PROVIDE (1) HGA10KT ON /" - SIDE OF TRUSS. - ---- 133 160 WITH 8d NAILS o / T a` �s FASTENERS SIDE OF CEILING JOIST "";;Z, MODEL GA UPLIFT UPLIFT CODE ALLOWABLE LOADS LOAD INTO TRUSS o ° / LATERAL WITH TOTAL FOUR s No. TO AVG ( / ) REF. /• � ° AND ON SIDE OF RAFTER �l � �'i � �f �_�� TO TO NAILS RAFTERS/ PLATES STUDS ULT. (133) (160) F FZ (133& _ STU �` - ✓/// TRUSS _ _ SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a TAKE-UP WASHER Ulm DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND � c � 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) TWO °I o ART x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o o P0.Box 1675 phone: (631)433-9084 CODE l MODEL GA AVG 2 INTO ° • Southold,New York 11971 E-Mail: ssbn654@optonline,net NO. MAX. CLEAR ULT. EFTA LFTA REF. PLATES °mo o ° WIDTH PAN L QTY DIA 1�" 2„ 2}„ 3" 3}„ 11�" 2" 2}„ 3" 34" ° EIGHT- 8d NAIL S P 4 1205 1400 5, 44, 85 INTD Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17 38j"16-1Od — 4200 STUD ° DOUG-FIR LARCH / SO. PINE FAST!- ALLOWABLE UPLIFT LOADS3 o OWNERSHIP U5(= OF DOCUMENTS: MODEL L AVG 10d 10d x 12" CODE These drawings and specifications including the NO. ULT. REF. LFTA °° ideas, design and arrangements represented lad 10d x 1}" L_ S T A 21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be (133 / 160) (133) (160) o P P Y Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 DETAIL "I�" they have been prepared without written consent. ARTgs x12 lo.. LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW DETAIL "E+► sru 8 - COUPLER NUT DOUG-FIR-LARCH/ Equal number Of SIMPSON SO. PINE CODEIL TYPE OF DIRECTION ALLOWABLE LOADS REF. speClfled nalls in TAKE-UP WASHER LMODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d N0. TION (100) (125) 160 Simpson Strong-Tie G 515 645 670 CS16 ARTS"xl2 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 HOEDOWN ARTR'xi 2 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY 4 BOLTS ALLOWABLE HB SB W H B SO CL DIA- e LOAD DESIGN 00 GA GA DESIGN yy}{EN RAISED OFF QTY DIA 1z" 2" 2}" 3" 32° 52" LOAD o THE SILL PLATE 0 0 0 HD2A 16 12 44" 2�" 2J" 8" 2�" i" 1t{" � 2 1 k 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 x\� MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)2 (160) REF. SP4 3A" 71" --10d x 1i"L 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODEo NO. GA W L NAILS FLOOR (133) (160) REF, o 100 � WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA FLOOR REF. Simpson Strong-Tie STU W L NAILS 100 SiSt -Tie (133) (160) MSTA24 18 1l" 24 18-10d 1025 1370 1640 7, 40, 90 8 MOODEL TOTAL END FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING CODE LUS46 TAKE—SIMPSOUP WASHER (LENGTH L GA CUT LENGTH ( 0 L) (100) (133 / 160)2 ��. HD2A RIOT FOR OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION C316 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS ON, -FIR ARCH0 PIN A WAB OADS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA HEADERS AVG UPLIFTFLOOR100 SNOW (115) ROOF (125) CODE W H B tod 16d Joisrs ULT• REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES (133) (160) 10d 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. CNW- CERTIFIED BY A LUS46 18 3 4 "' 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3d" 9{" 2 8-16d 8-16d 607611 55 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG-FIR AR H IN WA A ARTgs'x12 — MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE STU 8°° ND GA (133/160) REF. SIMPSON ENGINEER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz TAKE-UP WASHER 160 HGA10KT 14 4-SDSJ"x1 Z" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- i COUPLER NUT S P 4 PROJECT: TOTAL FOUR o /• � SE A MINIMUM OF INTO ATRUSS SDILS DE DFNRUSSAILS TH[S MTS16 STU LSTA21 " ANCHOR BOLTS MTS16 SIMPSON SIMPSBN TOTAL FOUR /. ® TAKE-UP WASHER 8d NAILS HD2A Strong-Tie = 1 INTO TRUSS LSTA21 HUS 210—2 A L E 1o _ II tw d oxmi U tz bt NL 6 AIL ' PLATES °po °� TWD ° 1245 EIGHT ° t! it Bd NAIL INTO INTO BOISSEAU AVE. 8d NAIL DETAIL "At' I' STUD Simpson Strong-Tie PLATES °mo H7 EIGHT � SOUTHOLD NY, 11971 8d NAILINTO ® DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" LFTA DRAWING TITLE: EFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L BP S T A 3 0 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 1�-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 470 sq/ft / ROOF DRAINAGE I• CALCULATIONS AND V = AxRxc LTP4 PLUMBING RISER DIAGRAM I A = 470 sq/ft LTP4 R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1,0 ;NOTES: DETAIL, "Ctt V = 470 x 1 x .166667 = 78.33 C.F. RIESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 78.33 / 42.25 VERTICAL FT. / FT = 1.86 V.F. � FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" E l o o r-t o-E l o o r Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM13ONS DUE TO UNKNOWN OR LTP4 USE (1) 8 DIA. POOL 2'-D" DEEP = 2 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-TieOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. a Floor-to-Floor Connections 78.33 / 22.3 VERTICAL FT. / FT = 3.51 V.F. 'SEAL: DATE: USE (1) 6' DIA, POOL 4' DEEP = 4 V.F. APRIL 28, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 1 PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NO SUBSTITUTIONS POOLS TO BE PLACED ON OPPOSITE SIDE OF 123-2022 ' �.-` `` 3 :' DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO r'`' mr "°t`' BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ;� `" POOL MAINTAIN MIN. OF 20 FEET FROM i ' ' No substitutions are approved or authorized, M SEPTIC �. 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 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . 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 i G hardware substitutions will render these fans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. :a. �y`���>-W: `=* _=��� •�-'• ;' p ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 2 null and void, and will result in the instal(er/contractor .. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. � ��`'? r1'.zt�• ..,�'' 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. i(D KMDESIGN•ASSOCIATFS ac 3) ICC STANDARDS- ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) / To KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nel Line of Deck Edge Kehl Design Associates,LLC o formerly D A K Associates,LLC Jai�ii���;:-:".,rz,�•��i�r� .�" 2x8 ACQ Floor Joists @ 12 SOC. OWNERSHIP & USE OF DOCUMENTS: \ (2)2x10 ACQ Girder These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN Simpson Angled late ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection \\\ with any work or project other than for which Q-) \ 2x2 ACQ Ledger Strip they have been prepared without written consent. (4)2x10 ACQ Semi—Flush Girder REV: o Ill o �\ Q J' C) a� N cv \\ (' III 10" Concrete filled JtL\ Sona Tube on 24"x24"x12" Conc. Footing with (4)#4 Rebar E.W. with (2)#4 Stirrups in the 10" Conc. filled Sona Tubes T Porch Floor Girder and Floor Joist Detail I I I •� I— T— T SCALE: 1/2"= 1'-0" I I I WORK NOTES: I I I I I I 3_g I I I 2 8 ACQ Floor Joists @ 12"oc. I I I � � � I I I � a • I I � N I I I owl Line of Window above I I I - „ NOT FOR Line I f De(k Ede �1-0 I I 16" 1-0" Line of Window above CONSTRUCTION 2x10 ACQ Girder 4 Linp of [lieck E ge _ USE UNLESS x ' o CERTIFIED BY A a 10" Concrete filled PROFESSIONAL� `` `� s� I Sona Tube on bio o ENGINEER �lP 24"x24"x12" a o qc o Conc. Footing o �P e with (4)#4 Rebar E.W. with (2)#4 Stirrups in Existing House c 2x8 ACQ Floor Joists a c. a� the 10" Conc, filled @ 12"oc. a Sona Tubes o 3 Existing House �1 \ N 10" Cmcrete filled 10'-0" M 7 1 1 xl Sono Tube on �FY" 2624%12" �1-0#1'-0" • Core. Footing I o I 2x8 ACQ House Beam Logged to the house PROJECT: with (4j#4 Rebar E.W. o t ` ` 2x8 ACQ Floor Joists with Simpson Strong Drive Exterior with (2)#4 Stirrups in — �_ @ 12"oc. the 10" Conc. filled o \'� 2x8 ACQ House Beam Logged to the house SOWS TIMDCR SCREWS and Spacers A L ES' with Simpson Strong– Sona Exterior Ak Sona Tubes 10" Concrete filled 10" Concrete filled \ / \\\� ;i! Sona Tube on Sona Tube on � SOWS TIMBER SCREWS and Spacers 24"x24"x12" 24"x24"x12 10 Concrete filled a¢` Conc. Footing Conc. Footing Sona Tube on L1J' va 9 9 24"x24"x12" KI with (4)#4 R ar E. D o with 4 4 Rebar E.W. 2x8 ACO12 Floor Joists eb E R IEW SO I �� . w J5 ( )# ( )# o Y Conc. Footing va N 1 P�4 o with (2)#4 Stirrups in o with (2)#4 Stirrups in ��? o o with (4)#4 Rebar E.W. �Jr _2x8 ACQ Floor Joists the 10" Conc. filled the 10" Conc. filled '� x o with (2)#4 Stirrups in % o 0 0=� o \/� @ 12'oc. 1245 Sono Tubes Sona Tubes 3'_10/6"- 22 31 e q� 3' 886" N _ the 10" Conc. filled �a�Q o o Q C) o o ��/o o / -,nq s BOISSEAU AVE. s� Sona Tubes ;� o �o a z Q �- � CO a PrP Q N P�' J SOUTHOLD7 NY, 11971 2)2x10 ACQ Girder —(2)2x10 ACO Girder 2)2x10 ACQ Girder (2)2x10 ACQ Girder p O O N �-- Line of Deck Edge Line of Deck Edge Line of Deck Edge Line of Deck Edge0 — — — 4L — 70 Hnx e --�� — �— Line of Deck Edge Line of Deck Edge Line of Deck Edge Line of Deck Edge —� DRAWING TITLE: 1'-0 '-108' °'-10%" ,� s'-10 a � E'-1o8" 1'—a'� $" '-10� –10%" –10 8 -0-108 .� A• Pier & Footing Plan PLAN AS NOTED SCALE: 1/4"= 1'-0" 103 Porch Deck Framing Plan BOTTOM OF ALL FOOTINGS TO BE A MIN. OF 3'-O" BELOW FINAL GRADE SCALE: 1/4"= 1'-0" 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. SEAL: DATE: APRIL 28, 2022 PROJECT NO: 1123-2022 DRAWN BY: �•1.;. E a r" BDK CHECKED BY: . ,fir t. ..' '•" R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �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 •—;_;R" COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THIEIR 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 = C- (j, 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 w A101 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building y 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 KMDE4(3N"ASSOQAIFS,ru 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting P0.Boz 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nel Kehl Design Associates,LLC®formerly D A K Associates,LLC UWNERSHIN & USE OF DUCUMLN 15: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: I I I I I I 10' 2" I I ' 0 I I I I i- - - - - 4 --1 -1— f ML— WORK NOTES: X Ir r I 75 I � " I w 11 Jig o 9 I Cx P o I =c-11 /�9 � o a 1 m s� CONSTRUCTION o Existing House °°��� Existing House USE UNLESS 1 ❑ k LL 'CERTIFIED BY A 1 46 Azek or Trex Decking i 1 z PROFESSIONAL I ENGINEER 0 1 1 N N N ( _ 2x6 Doug Fir Ceiling Joists @ 16"oc. _ ( 1 2x8 Doug Fir Rafters @ 16"oc. 26 kafter Nailer 2x8 ..atter Nailer ° I ❑ Io o Rug Fir Ceiling Joists @ 16"oc d 1 I Q — 2x8 Rafter Nailer I a I 2x8 Doug Fir Rafters @ 16"oc. o 0 2x6 Doug Fir Ceiling Joists @ 16'ocI ca) o 0 2x8 Doug Fir Rafters @ 16"oc PROJECT: 4x6 Azek or Trex Decking 46 Azek or Trex Decking P 1 _ (G _ � �. � °%• �r 1 1M A L E ,rte, 1 \ o CQ 1 (3)14'x74' LVL Girder (3)ld"x74' LVL Girder (314"x71„ LVL Girder 3 14"x7LLM_ Girder 3 1 0 I ❑ ❑ ❑ 1 — — — — — — •m 10" HB&G Column or Equal 10" HB&G Column or Equal----/ RE"" I E Z— — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 1245 36' BOISSEAU AVE. -916 SOUTHOLD, NY, 11971 ,A3 Porch Deck Plan 1A Porch Ceiling and Roof Framing Plan SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" DRAWING TITLE: PLAN AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 28, 2022 w, PROJECT NO: ;:� � •,"' '' 1123-2022 �s,or DRAWN BY: A For ^•~ s� GE BOK �!` CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 4!, © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE -- SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R," '-� :�1� ,. /`;� ',•' 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 Al-' ' 1;'4I'`:°" / , 0 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 ' � �,,, 2 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TNO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KIIrDESIGNA%0M7ES,trc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i i iii/�;/,.,,;,i//,.•,.iii� r/ ' LE ME V y„ KEHL DESIGN ASSOCIATES �,c residential & commercial design • consulting 1 P0.Box 1675 phone: (631)433 9084 1 I IJ J Southold,New York 11911 E-Mail: ssbn654@optonline,net LAFU U L� LLl Kehl Design Associates,LLC o formerly D A K Associates,LLC 1111 t1�1lAllL Il 111 UWNLRSHIP & USE OF DOCUMLNIS: 111 il Ill 11 mill �Hlllll 11 111 1 1 11 ill H ii III II II II II 111111 II II II II I I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection JUL ILIL with any work or project other than for which they have been prepared without written consent. REV: Ll Boltom of Window Bottom of Window 12-27-19 17 u UiLIH u u u u igffi'M 0#4#'"N kiiawffffim u — — - Top of Window — --- = --- - -- _ Top of Window I 77, it 0 0 _ � I Bottom of Window E E - - - - - - -- Bottom of endow L 7 Bottom of Door Bottom of Door OEM= ----------- WORK NOTES: NOT FOR CONSTRUCTION EAST ELEVATION OPTIONAL EAST ELEVATION USE UNLESS SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" -CERTIFIED BY A PROFESSIONAL ENGINEER GAF Architectural Roof Shingles Ice & Water Sheild 2x4 Ridge Pole a COX Roof Sheathing 2x6 /2x4 2x8 Doug Fir Rafters � Strongback 2x8 Rafter Nailer 2x6 Doug Fir Ceiling Joists 16"oc, PROJLCl: f"411 Bolt Simpson T down u � Simpson Hanger p Ty1`4 A L down Ceiling Joist Nailer _ — Azek Fascia (Match Existing) Azek Solid Crown Azek Vented Soffit Vented Frieze Board lx Azek Trim -� I I 1x Azek Trim Azek Beaded Soffit 10" HB&G Column or Equal 2x Packing 6x6 ACO Post (3)14"x74° LVL Girder Provide Code Approved Handrails 1245 Simpson Stropping Provide Code Simpson Tydown Approved Stairs �+ BO'SSEAU AVE" 4x6 Azek or Trez Decking SOUTHOLD, NY, 11971 2x8 ACQ House Beam Simpson Hangers El 2x8 ACQ Floor Joists @ 12"oc. Simpson Strong-Tie (2)2x10 ACQ Girder DRAWING TITLE: Bottom of Window SDWS Timber Screws Hurricane Strapping � with Spacer Simpson ABU66RZ 24 oc. Staggered Post Anchor Bolt Pattern " 10" Concrete filled, 8x18" Anchor Bolts Sono Tube on - -