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HomeMy WebLinkAbout52420-Z �o4tort souryo`o Town of Southold * * P.O. Box 1179 �o9 53095 Main Rd Ulm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47211 Date: 07/09/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 960 Middleton Rd Greenvort, NY 11944 SecBlock/Lot: 40.-5-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/25/2025 Pursuant to which Building Permit No. 52420 and dated: 10/31/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Non-habitable accessory storage garage as applied for. The certificate is issued to: Michael Javidi Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52420 7/7/2026 PLUMBERS CERTIFICATION: Aut o ' ed ignature �o�,oFsauTyolp TOWN OF SOUTHOLD BUILDING DEPARTMENT . 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#: 52420 Date: 10/31/2025 Permission is hereby granted to: Michael Javidi 178 Sterling St . Greenport, NY 11944 To: Construct a non-habitable storage building accessory to a single-family dwelling as applied for. Structure must maintain minimum side and rear yard setbacks of 5 feet. Premises Located at: 960 Middleton Rd, Greenport, NY 11944 SCTM#40.-5-10 Pursuant to application dated 09/25/2025 and approved by the Building Inspector. To expire on 10/31/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $573.00 CO Accessory Structure $100.00 Total $673.00 Building Inspector OF SOUjyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 r1 �1 PAU0,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Javidi Address: 960 Middleton Rd City: Greenport st: NY zip: 11944 Building Permit#: 52420 Section: 40 Block: 5 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X Dock INVENTORY Service 1 ph X In-wall Heater Recpt Ceiling Fixtures 6 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt-Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 5 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights I I Bath Exhaust Hood Dehumidifier Other Equipment: 200A Panel 40 Circuit/3 Used Notes: Acc. Garage & Service Inspector Signature: Date: July 7, 2026 OF SOUTH°lo # # TOWN OF SOUTHOLD BUILDING DEPT. 'rou 631-765-1802 INSPECTION [ ] FOUNDATION 1STfREBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE:&CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ " ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O RENTAL Ir REMARKS: l V Z 9voo L DATE y INSPECTO ho�aOF SO(/T�olo - l � # T N OF SOUTHOLD BUILDING DEPT. ,ouffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ors DATE INSPECTOR \ N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 6, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Javidi 960 Middleton Rd Greenport,N.Y. 11944 District-1000, Section-40. Block-5 Lot-10 Building Permit Number—52420 Inspection—Footing On January 5, 2026, I inspected the construction at the noted location. The inspection covered the verification of the footing for the Accessory Structure on the existing residential property. The results are: Items verified included footing size and reinforcement for all areas. The footing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. F N r,q2�• 'P,�. ' A � •r 4 ), ' O a 5 � 4'0. 051 �r ��dFEggtO�0- N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 6, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Javidi 960 Middleton Rd Greenport, N.Y. 11944 District-1000, Section-40. Block-5 Lot-10 Building Permit Number—52420 Inspection—Foundation Wall On January 5, 2026, I inspected the construction at the noted location. The inspection covered the verification of the foundation wall for the Accessory Structure on the existing residential property. The inspection results are: Items verified included foundation wall size, reinforcement and anchorage for the wall areas. The foundation wall work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J.Mazzaferro,P.E. CF NEW yo A �Ir 9 O x LU tt t2�c�Q I'°• 05109y =2 %, p%FESSIONP ti N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 6, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Javidi 960 Middleton Rd Greenport, N.Y. 11944 District-1000, Section-40. Block-5 Lot-10 Building Permit Number—52420 Inspection—Foundation Wall and Damp Proofing On January 5, 2026, 1 inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the Accessory Structure on the existing residential property. The inspection results are: Items inspected included foundation wall finish and damp proofing coating. The foundation wall finish and damproofing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J.Mazzaferro,P.E. F N U A * z` mat o � w ROFfSS10NP� R F E B 1 3 2026 I`. N. J. MAZZZAF*ERRO, P. PO Box 57, Greenport,N.Y. 11944 A '.,.,',A Phone - 516-457-5596 Consulting Engineer January 24, 2026 Design, Construction, Inspection Page I of I Town of-Southold-Building Department •53095 Main Road Southold NY 11971 Re: Javidi 964 Middleton Rd Greenport,N.Y. 11944 District-1000, Section-40. Block-5 Lot-10 Building Permit Number—52420 Inspection—Framing On January 23, 2026, I inspected the construction at the noted location. The inspection covered the framing for the new accessory building.The-areas-inspectedincluded-the. crawl space, first and second floors of the building. The framing work included exterior and interior walls, floors, ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing conneoti-ons,-header--sizes,-bearing,continuity strapping-and integration with the.concrete, - foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction construction as-instilled complies-with the-plans-and- applicable codes of the IRC,NYS and Southold Town Building Codes. OF N, r Nicholas J. Mazzaferro, P.E. 0 r `:S O e p �O 05 ARQresstON�� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) G ------------------------------------- FOUNDATION (2ND) -R) 4s- , y ROUGH FRAMING& � PLUMBING t r INSULATION PER N.Y. y STATE ENERGY CODE 1.000e z n FINAL ADDITIONAL COMMENTS l -7 f C C / / Q I - 9 - 2A2Pi✓� G� �K - d7 i�-t vici i� �f 2 .Z • I ct y d.Oti1 t C�1' Z -��a� a1 C1 ll Lnn �,- M -q kCA--� Aij- ox Jz x r� y x e r� b H =Q�SufFotk�o�� 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.southoldtownn oovv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only alp PERMIT NO. 5a 4; D Building Inspector: S EP 2 5 ZOZS Applications and forms must be filled out°.in their,%entirety Incomplete `:` Building Department :applications wilt no,,t be accepted :Where the Applicant N not the owner,an Town of Southold Owner's Authorization form(Page 2)sFiall be completed Date: OWN,ER(S)OF PROPERTY Name:Michael Javidi SCTM#1000-40.-05-10 Project Addres �"iddleton ee ort,NY 11944 _ _Road r n Gµ ._n _ Phone#:631-948-5505 Email: Mailing Address:25 Middleton Road,, Greenport, NY 11.944 __ CONTACT PERSON Name:Michael Javidi Mailing Address 25 Middleton Road, G,reenport, NY. 11944 Phone#:631-948-5505 Email: DESIGN PROFESSIONAL.INFORMATION Name:Kehl Design Assoc. .LLC __________._ Mailing Address:265 Jasmine Lane, Southold, NY. 11971 Phone#:631-433-9084 Email ssbn654@optonline net CONTRACTOR INFORMATION:,:` Name: NA AT THIS TIME Mailing Address: Phone#: Email:, DESCRIPTION OF PROPOSED.CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50K Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY;INFORMATION Existing use of property:Single Family Residential Intended use of property:SingleFamily Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. iCheck.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,applicantagrees 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 216.45 of the New York State Penal Law. Application Submitted By(print name):Brett D. Kehl BAuthorized Agent ❑Owner Signature of Applicant 0 Date: STATE OF NEW YORK) SS: COUNTY OF suffolk ) Brett D. Kehl being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 2Sday of c ��l'a�/� 20 2S otary Publi DMFRANIE NOTARY PUSUC,STATE OF NEW YORK Registration No.DSFR628MI PROPERTY OWNER AUTHORIZATION OualfiedIn Suffolk County My Commission Expires September K 2�25- (Where the applicant is not the owner) I� Michael Javidi residing at 25 Middleton Road, Greenport, NY 11944 do hereby authorize Brett D. Kehl to apply on my behalf n of S thold ing Department for approval as describ d herein. q As Owner's Signa. ure Date Michael Javidi Print Owner's Name 2 ~ MAY 6 2026 BUILDING DEPARTMENT- Electrical Inspect N,..,,,,,, -, F TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 co -C Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(@-southoldtownnv.-qov— seand(@.southoldtownny.q v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: ZG Company Name: Electrician's Name: License No.: s 20 Elec. email: C)6,-V e- (P d m-K ek e C--(-ri C-. Vie+ Elec. Phone No: 631 7o� E3qq 1 request an email copy of Certificate of Compliance] Elec. Address.: JOB SITE INFORMATION (All information Required) Name: CVt oky--� Address: J I ei oa- A Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: L-t Block: t? Lot: 16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pccesso,(y Square Footage: _T-�"-�06 Circle All That Apply: Is job ready for inspection?: FYI YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: FC] YES ❑ NO issued On Temp Information: (All information required) Service SizeFy-11 PhF—]3 Ph Size: S00 A # Meters Old Meter# NNew ServiceR Fire ReconnectE]Flood Reconnect E]Service Reconnect[KUnderground E]Overhead # Underground'Laterals Ml F-12 H Frame Pole Work done on Service? F-1Y E]N Additional Information:� PAYMENT DUE WITH APPLICATION P-5 0 re—C 7 f-t nc.-t S-U-v CC gUfFO�,�c BUILDING DEPARTMENT-Electrical Inspector c, TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'yfj01 �a0� Telephone (631)765-1802 �h Temporary Certificate # . 9(oq Date 2026 Customer Name �Q �� ; Electrician Name r)Ak De CW Address Q Phone e31 -IUly s y 4 e-mail e-mail Phone License# 1 1 Q Size ate, A Phase Overhead Underground ✓ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da -om the date above. Authorized by SufFot,��,, h�o� OGy� BUILDING DEPARTMENT-Electrical Inspector 0 < TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 rh Temporary Certificate # - l �3i Date MC&A 2026 Customer Name .` Electrician Name �-�C � Address (TMOPhone �� LI - 8t{ c.l I e-mail e-mail GC. -� Phone License# Size y�k(O A Phase 1 Overhead Underground v--"' #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by �S M s = _ S.0 TM NO DISTRICT 1000 SECTION 40 BLOCK- 5 LOT(S) 10 1 r I LOT 8 0 1 S76006'40"W 126.85' • PIPE 0 5'W tS 7 S s 4' CHAINLINK FEN& 3 1'S tJj O W r�0 w V, W LLI L 7 'n 23.9' LOT 9 t C --1 CONC cn W st 1 STY FRM STOOP Ld o DWELLING 41 CONC WALK Q co co CONC on 125 1. t.oCATiey �� 118' aCA 1�2ePas�B Z Wool)DECK ^o V z � 4A �E z• Q o 67 2• 27 g' [--� 0 p 1.0'W INK 29 8' a Z ASPHALT DRIVEWAY V .• Z p . ug 0.3'N s 4--•I 1.3'W MrN °f $�m114, 6' STOCKADE 4' STOCKADE g'S 5' STOCKADE 576006'40"W 0.51S 124.04' of UP l LOT 10 1 tv V V WASHINGTON AVENUE THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOI*V ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS w AREA. 9;409. 14 SO..FT. or 0.22 ACRES ELEVATION DATUM: _----------------------- UNAUTHORIZED ALTERATION OR AOD117ON TO THIS SURVEY IS A VIOLATION OF SEC770N 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES.OF 774E LENDING INSI771JTI0N, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY SURVEY OF LOT 9 CERTIFIED TO NICHOLAS CARLTON BOGATY; MAP•OF: FLEETFIELD EVA HORTON BOGATY, FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: AS N0.1351 SITUATED AT. GREENPORT TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK � Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE N 15-1 71 SCALE. 1"=20' DATE. SEPT. 30, 2015 PHONE (631)298-1588 FAX (631) 288-156& NY S. LISC NO 050882 maintaining the records of Robert J. Hennessy k Kenneth N. Neyehuk APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE:ID 31-25 B.P# 5 a 2D NEW YORK STATE&TOWN CODES FE 73.OD BY.AS REQ IRED AND CONDITIONS OF SO m0 DTOWNZm NOTIFY BUILDING DEPARTMENT AT S011 0111TOWN PLANNING ROAM 631-765-1802 8AM TO 4PM FOR THE $OUTNOLDTOWNTAU THS FOLLOWING INSPECTIONS: N.Y.S.D� FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SQLI1fI0L0IPG ROUGH-FRAMING&PLUMBING MID INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDING REQUIRED INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Provide wrindborne debris protection for new exterior glazing on buildings as per NYS Code. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE New York State Law YOu MuSt Call 811 Before You Dig GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 R A C T 0 R N 0 T E SGeneral Notes: /,, ..,,.....,... 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF % " QII(� } . �, j[j '_ 1� 'f!�j�� f. Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. !./r '� _ 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. T ;! GENERAL NOTES: # g / # 2 -,,:CIS _.. -- --FIRE SAFETY: - -_- yn,l 2. All structural wood shall be in accordance with the national design specifications for wood cconstruction - latest edition. KEHL DESIGN ASSOCIATES LLC 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.PRACTICES. B. LOCKED AREA. residential & commercial design o consulting 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.Bozl675 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. 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. , Southold,New York 11911 E-Mail: ssbn654@opfonline.nef 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 Assndates,LLC o formerly DAK Associates,LLC 4' a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5• 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 IDESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 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 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 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, 7. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 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. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIREDSIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR A a. Laminated Veneer LumberLVL : ( )AND OBTAIN ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9 Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 10. KEHL DESIGN ASSOCIATES, LLC. NOTE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOUR.: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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 PARTiE') TO WORK OTHER THAN REGULAR HOURS, ALL DIMENSIONS ARE ESTABLISHED FROM THE FIfNISH 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. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPOiNSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK V�VILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION, ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT and requirements with such agencies prior to construction. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL ,AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PE R THE 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 2020 RESIDENTIAL CODES OF 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 NEW YORK STATE_ 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 R301,1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIO'JS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUIBJECT TO DAMAGE FROM I 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 MONOYIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF DEPTH 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECT-ED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTIOhV FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI DASMA 115. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) /DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. - FOUNDATION. BUILDINGS AND STRUCTURES PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE AR 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �/ R 6 INCH (11mm) AND A SPAN ©F NOT MORE THAN 8 FEET (2438mm) - DEEMED TO COMPLY WITH THE REQUIREMENTS 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 OF UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLEDI AS REQUIRED FOR THE ANCHORAGE USES(s) AND OCCUPANCY CLASSIFICATION(s) FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. THIS SECTION. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGFb,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2,) OR ASCE-7, WITH THE PERMANENT - AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALILED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A C�,' 1:�ITY k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGIHT OF 45 FEET (13,728mm) OR LESS SECTION R301.1 THE FOLLOWING STANDARDS ARE WI RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vot IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH (. ', E. PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 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 THESE STANDARDS, THE DESIGN SHALL COMPLY RESIDENTIAL CODE OF NEW YORK STATE. WITH THE BUILDING CODE OF NEW YORK STATE, TYPE GROUP FIRE ESCAPES 40 In FASTENER SPACING (INCCHES) NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL E6 FEET < PANEL "FOUNDATIONS""FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YCRK STATE (WFCM) AISI STANDARD FOR COLD-FORMED STEEL < ) HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f 4 FEET SPAN < 6 FEET SPAN < 8 FEET 2 50h PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESDENTIAL CODES FRAMING - PRESCRIPTIVE METHOD FOR ONE- NO. 8 WOOD SCREW- AND TWO FAMILY DWELLINGS (AISI-S230) PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES (ICC400) NO, 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 320 ENERGY HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 REV: THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 =CNYS), BASED PLANE TO THE AVERAGE HEIGHT OF UNLIMITED 3S7ORY 30 AREA SLEEPING ROOMS THE HIGHEST ROOF SURFACE 3 SITO Y4 INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVAION CODE AND = BASED ANCHOR WITH 2 16 16 16 16�03 AS PER T/ABLE 506.2 c INCH EMBEDMENT LENGTH ASHRAE 90.1-2016 AS PER CHAPTER 5 OF THE STAIRS 40 2020 BUILDING CODE OF NEW YORK STATE. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS 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 FOR SI: a. This table is based on 180 mph ultimate design wind speeds Volt and a 45-foo)t mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE 0= THE 2020 RESIDENTIAL TOTAL HEIGHT FROM RIDGE TO GRADE 20'-0" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, CODE OF NEW YORK PROJECT: 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. � �� �' - APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment llength of 2 inches minimum into LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Yz inches from thie edge of concrete block or concrete. GAR AGE 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 /� ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH i#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. 25 MIDDLETON ROAD OR GREATER, WITHIN THE PLANE OF THE TRUSSES, THIS LIVE LOAD NEED NOT BE ASSUMED ALL EXT. DECK FRAMING MATERIAL 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 ENERGY EFFICIENCY,AS PER THE G RE E N PO RT, N Ems► YO R K 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 WHICHEVER PRODUCES THE GREATEST STRESSES, SCTM# 1000-40-5-10 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 DRAWING TITLE: 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 EXISTING 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 "Mandateory" GENERAL NOTES FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 NEW CRAWL SPACE 448 sq ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 0 NEW FIRST FLOOR 448 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NOTES: EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THCSE WHERE THE CLEAR HEIGHT BETWEEN THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR PASEMENTo SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Or THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUES R-VALUE &DEPTH RNALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW BALCONY NACONDITIONS THE PLANE OF THE TRUSS LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOVRI OR AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE 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 200R13+5h 8/13 19 10/13 10,2ft 10/13 ATTIC (HOUSE)(a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I I I I I I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC HOUSE b NA For SI: = 1 foot = 304.8 mm 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 installeed in a cavity which is less Lot Size - 97 409 Sgft Lot Size 9,409 Sqft EX. 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 insulatiion shall not be less than the SEAL: DATE: NEW GARAGE 448 sq.ft. NOT LESS THAN 30 INCHES R-value specified in the table. SEPT 14, 2025 BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to oil glazed fenestration. House Lot Coverage - 802 S Ft Max Habtable House Size = 2100 S Ft 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN g q q PROJECT N0: `;GREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home oir R-13 cavity insulation at the New Garage Lot Cover`�ge - 448 SgFt House First Floor - 802 SgFt interior of the basement wall. 1197-2025 SUNROOM NA �-"`�-, 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 0�OF/•fir DRAWN BY: Ex. DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or Rt-19 cavity insulation at the �� /;/ MEMBER DEPTH. Deck Lot Coverage - 139 SgFt �•;��ri BDK COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity imsulation on the interior of the N 3. COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "'10/13" means R-10 continuous - _ �� `,,, /�;\^ CHECKED BY: insulation on the interior or exterior of the home or R-13 cavity insulation at the intericor of the basement wall. Total Lot Coverage - 1389 SgFt Future Addition Possible - 1298 SgFt �- r DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ,. I'­OL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. ram'' d. R-5 shall be provided under the full slab area of a heated slob in addition to the regwired slab edge insulation 5HEL1 NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slobs sahall not be required to Max Lot Coverage - 20% - 1881 .8 SgFt c �'' d ` E' In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE --- CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Front yard setback _- 35' J 0j av IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved �+ �� o WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Side yard setback - 10� UFESSIONP�-�`� G1 ( ) g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than am R-value of R-19. 0>) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation Both side yards setbacks - 25, DUB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies whien more than half the Rear yard setback - 35' insulation is on the interior of the mass wall. KEHL•DESIGN•ASSOCIATES, LLC r, r, SIMPSON STRONG TIE CONNEC TORS TORS - SPECIFIED FOR CONSTRUCTION i c. USE A MINIMUM OF ',, TWO 8d NAILS THIS r � MTS20 LTS20 - --%j DOUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE (LOADS 2 LOAD m ° SIDE OF CEILING JOIST j';:�%[�� � I'lY FASTENERS �. _ --- --- , MODEL GA UPLIFT UPLIFT CODE 8d NAILS o —/T NO, To AVG REF. INTO TRUSS � -�� LATERAL WITH A o o AND ON SIDE OF RAFTER --__ _ ___ _ ( / ) 133 160 8dx12" ° RAFTERS/ ULT' F F 133& STU y�//j TO TO NAILS gg o TRUSS PLATES STUDS (133) (160) 2 ( m SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION o= TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES _ - ° residential 8 commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ"x12 PO.Box1675 phone: (6311 433-9084 (TOTAL) LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° •• Southold,New York 11971 E-Mail: ssbn654@optonline.net MODEL GA AVO' 2 REF. INTO o NO. MAX. CLEAR ULT. LFTA LFTA PLATES o ° WIDTHSPAN L OTY DIA 1�" 2" 22" 3" 32" 12 2" 22" 3' 3 ' EIGHT- 8do o IN NAIL S P Kehl Design Associates.LLC o formerly D A K Associates,LLC LFTA 16 24" 17" 36TO 3" 16-10d — 4200 1205 1400 5, 44, 85 STUD 1 ° OWNERSHIP & USE OF DOCUMENTS: DALLO FIR E RCHUPLIFT T S0. PINE °° These drawings and specifications including the FASTENERS2 ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 1od x 12" CODE NO ULT. REF. LFTA ° 10d 10d x 1J" (133 / 160) (t33) (tso) L S T A 21 o ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN 00 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 12" 3116 1000 840 1000 3, 41, 128 ° °° HGA10 with any work or project other than for which ° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° DETAIL "K" " 0 ° ° 00 STU g"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR LST20 20 12-10d 12-10d x i2" 2383 775 720 720 3, 41 CNW- DETAIL "E" ° COUPLER NUT [A DOUG-FIR-LARCH/ Equal, number of-- °° SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL SO. PINE CODE: specified nails in °° TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT TYPE OF DIRECTION ALLOWABLE MODEL CONNEC- OF LOAD L OOF LOADS REF. each end WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE No TION FLOOR R Simpson Strong—Tie (too) (1zs> 1so60) I SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT CS16 c 515 645 670 ARTS"x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTR°x12 DEFLECTION DEFLECTION CODE ° STUD LENGTH OF BOLT M AT HIGHEST REF. ° Acceptance of these drawings does not authorize the right to MODEL MACHINE AVG AT HIGHEST oo IN VERTICAL WOOD MEMBER ALLOWABLE �o N0. BASE BODY DI ANCHOR BOLTSULT. ALLOWABLE LOAD DESIGN o build Without the authorization Of local governing agencies, such GA GA HB SB W H B SO CL DIA 5. DESIGN WHEN RAISED OFF OTY DIA t 2" 2�" 3" 32" 5}" LOAD T I PLAT as Suffolk County Dept, of Health Services, Town Building o HD2A 16 12 4{g" 22" 21" 8" 2A" J" 1 F' 2 1" 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 ° o Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS and requirements with such agencies prior to construction. AVG OF / SP CODE N0. W L STUD PLATE ULT. (133)2 (160) REF. WORK NOTES: SP4 3�" 7�" 6-10d x 12" 2917 735 885 7, 40, 127 ®O R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 2020 RESIDENTIAL CODES OF NO GA W L NAILS (100R (133)) (160) REF. oo NEW YORK STATE LSTA21 20 1 " 21 6-10d 905 120)5 1295 7, 40, 90 P MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. GA W L NAILS FLOOR (133)) (160) REF. Simpson Strong-Tie STU 5" AND PARTS THEREOF SHALL BE CONSTRUCTED TO 100 8 MSTA24 18 1 " 24 18-10d 1025 13770 1640 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD TOTAL ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODDEL L END FASTENER2S SPACING REF. HD2A TAKE—UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (LENGTH L GA CUT LENGTH (TOTAL) (133 / 160)2 oc. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL (tooj IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 21 " 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS THE BUILDINGS AND STRUCTURES IN ACCORDANCE csls 1so' ta" 16 CLEAR SPAN +31" NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL DIMENSIONS FASTENERS DN. -FIR H PIN O 115) LOADS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD FL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 'IF" PATH THAT MEETS THE REQUIREMENTS FOR THE HEADERS AVG UIPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE N0. GA W H g JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1od 1sd ULT. (133) (160) 10d 16d lad 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3t" 44•' 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "P' THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 38' 9 2 8-16d 8-16d 6076 175:5 2105 1650 1900 2065 t, 36, 84, 122 COUPLER NUT FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS ARTx12 STU 8"- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO CO FASTENERS UPLIFT LATERAL CODE SIMPSON AVG UPLIFT (133/160) REF. THIS SECTION. No. GA ulT, MODEL M LY WITH THE REQUIREMENTS OF TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS 1 (133) (160) F F2 160 R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDS4"x1d" 4—SDS4"x3" 1523 1 435 a3s 1165 940 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 USE A MINIMUM OF MTS16 MTS16 S P 4 I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SI COUP DE OF TRuss. HD2A COUPLER NUT D 8d NAILS rH[s THESE STANDARDS, THE DESIGN SHALL COMPLY SI /COUP /• • m , SE A MINIMUM OF S P 4 WITH THE BUILDING CODE OF NEW YORK STATE. TOTAL FOUR 8d NAILS TWO 8d NAILS THIS ° STU '- INTO TRUSS SIDE OF TRUSS. SIMPSON L S T A 2 1 SIMPSON I ' ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ° Strong-Tie (WFCM) TAKE-UP WASHER TOTAL FOUR /• • O LSTA21 HUS210-2 2) AISI STANDARD FOR COLD-FORMED STEEL IN NAILS I FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND ® CONSTRUCTION OF LOG STRUCTURES (ICC400) 8 AIL Two FI I;.I ® REV: TO ° ° PLATES °®EIGHT 0 TWO 8d NAIL TNT N NAIL °o 0 INTO INTO o DETAIL "All 11 STUD Simpson Strong-Tle PLATES °mo D 1 IL t1 � PROJECT: H7 EIGHT °Rd o ° INTO NAIL IN DETAIL "D" DETAIL 11G11 DETAIL STUD Simpson Strorng-Tie J AV I D I H7 PSimpson Strong-Tie LFTA LFTA • °°°° ° BP ROD SYSTEM DETAIL "L" GARAGE LFTA DRAINAGE & ROOF RUNOFF N-OTE AND CALCULATIONS 25 MIDDLETON ROAD RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 GREENPORT NEW YORK 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-40-5-10 I • V-0" DEEP POOL x 10' DIA. = 68.4 cu,ft. per vertical ft. DRAWING TITLE: I' LTP4 GARAGE ROOF AREA = 540 so/ft LTP4 V - A x R x c SIMPSON WINDLOAD LTP4 A = 540 sq/ft CHARTS & CALCULATIONS I DETAIL "C" R = 2" RAINFALL = .17 ft / STRONG-TIE DETAILS / Simpson Strong-Tie C = COEFF. = 1.0 AND Rloor-to-door Connections V =540 z l x .166667 = 90 C.F. LTP4 DETAIL r,B„ ROOF RUN-OFF CALC. LTP4 NOTES: Simpson Strong-Tie 90 / 42.25 VERTICAL FT. / FT = 2.1 V.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections USE (1)8' DIA. POOL 3.0 DEEP = 3 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED FULLEST EXTENT THE LAW. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping OR FIELD CONDITIONS AND BESOLEY CONTRACTORS SHALL E RESSPONSBLEEFORFIELD FIT. THE 90 /22.3 VERTICAL FT. FT = 4 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 / UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT � USE (1)6' DIA. POOL 4' DEEP = 4 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: N❑ SUBSTITUTIONS POOLS TO BE PLACED ON OPPOSITE SIDE OF SEPT 14, 2025 All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, HOUSE AND/OR LEADERS TO BE PIPED TO PROJECT NO: No substitutions are approved or authorized, �E�FI'1I� ry 1197-2025 Due to the relationships of framing hardware to POOLS (1/2 OF THE ROOF TO DRAIN TO EACH y� Gj N B, � DRAWN BY: POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC a`� °''ro -i-he other components of the structure, any framing ; _ oA BDK hardware substitutions will render tfhese plans SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). NECKED BY: null and void, and wilt result in the iinstaRer/contractor HEET NUMBER: I� assuming responsibility for the design and v ALL COVERS TO BE TRAFFIC BEARING IF LOCATED erformarce of the entire system. y IN AREA WHERE TRAFFIC IS TO BE PRESENT. � �`�v� Ridge Strapping IF A MULTIPLE P �F£SSIONQ� G 2 g pp g E POOL SYSTEM IS USED AROUND Detail THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: of REHL•DESIGN•ASSOCIATES, uc 111 AP 24 �. " � .. .. ;✓ 13'-0" 16'-0" 31 � 0' � m T-0 - �T- 2" 3'-0" 11j I —— — — — — — — — — — -- - — — — — — — 3856 TEMPERED residential & commercial design o consulting - - - - - - - - " - - - - - " - - � HLDESIGN ASSOCIATES LLC loom of m 10Y" 10Y" 1QY` 10 N " N 2x10 Floor Joists @ 16" C. L ❑ i o � o \ in o 0 P0.Box 1615 phone: (631)433-9084 2 I 1 N I o Ladder Ships Ladder Southold,New York 11971 E-Mail: ssbn6540optonline.net I (3)2x10 Flush Beam A ' P A I I I — — J 101 x to Attic 101 to Attic 101 PITCH SLAB 1 v Storage Storage lU1 Kehl Design Associates,LLC o formerly D A K Associates,LLC TOWARDS " N J - - - - - - - - - -11171 J FLOOR DRAINS I 4 2x10 Flush Beam � I OWNERSHIP & USE OF DOCUMENTS: oLn These drawings and specifications including the CRAWL SPACE 4" PC. Slab with 6x6 / 10 Ga. WWM. "A ideas, design and arrangements represented A 101 therein, are the property of KEHL DESIGN I I 8"x8"x1' I I 101 ASSOCIATES, LLC. No part thereof shall be Clay Flue I 2x10 Floor Joists @ 16"oc. o copied, disclosed to others or used in connection 1 I w/Grate o ��- ' °x with any work or project other than for which they have been prepared without written consent. PITCH SLAB TOWARDS yI `2' C I FLOOR DRAINS 1 2'-0--Y6"� I _ J I 1 _ I —� J J © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 2x10 Floor Joists @ 12"oc. _ I — STORAGE ROOM ATTIC - o o o o PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL STORAGE 1 COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT r J — ROOM Q WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 2' CONIC. BUTTRESS I 1 2' CONC. BUTTRESS 2x10 Floor Joists @ 16"oc. SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT (SEE DETAIL AID]) I I PITCH SLAB I 1 (SEE DETAIL A101) TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED TOWARDS I 1 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 8"x8"x1' FLOOR DRAINS 1 Clay Flue 1 I o o �I w/Grate 101 101 101 Acceptance of these drawings does not authorize the right to CRAWL SPACE I I o _ N build without the authorization of local governing agencies, such �4" PC. Slab with sx6 /to Ga. W� as Suffolk County Dept. of Health Services, Town Building vl Departments, DEC, FEMA, etc. Verify all conditions, codes, I I 1 and requirements with such agencies prior to construction. PITCH SLAB I TOWARDS I I 5� 15 t" 2' 1 FLOOR DRAINS 1 2x10 Floor Joists © 16"oc. WORK NOTES: R301 DESIGN CRITERIA AS PER THE I I 5y" 15-1" s 2020 RESIDENTIAL CODES OF I L - - - - - - - - - - - - - - - - J I o NEW YORK STATE — R301.1 APPLICATION BUILDINGS AND STRUCTURES, L_ — — — _ — — — — — — — — — — — — — — — — J FWH60611APLR 3856 AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, -0° -0" '-0" �'_0^ SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 16'-0" 16'-0` 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 PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN FOUNDATION BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SCALE: 1/4" = V-0" SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" 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 USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. HURRICANE STRAPPING HURRICANE STRAPPING HURRICANE STRAPPING (2)14"x18" LVL RIDGE (2)14'x18" LVL RIDGE (2)13%18" LVL RIDGE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ARCHITECTURAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE (WFCM) ICE & WATERSHEILD ICE &WATERSHEILD ICE & WATERSHEILD 2) AISI STANDARD FOR COLD-FORMED STEEL �" CDX EXT. ROOF SHEATHING J" CDX EXT. ROOF SHEATHING �" CDX EXT. ROOF SHEATHING FRAMING - PRESCRIPTIVE METHOD FOR ONE- 2x8-16"oc. RAFTERS 2x8-16"ac. RAFTERS 2x8-16"oc. RAFTERS AND TWO FAMILY DWELLINGS (AISI-S230) ) ICC STANDARDS ON THE DESIGN AND � 3 CONSTRUCTION OF LOG STRUCTURES (ICC400) M M xb—lb oc oar i xb-115 ccCollar Tim N, REV: r1-0I V'41 2x6 GABLE WALL TO BE BUILT ON (3)2x8 RAFTERS WITH BLOCKING -T (FILLER) BETWEEN RAFTERS TO ALLOW ATTIC FOR ROOF SHEATHING NAILER ALONG HURRICANE STRAPPING STORAGE HURRICANE STRAPPING DORMER WALL ROOM Nl PROJECT: 3856 �6" TEMPERED tc 8" FASCIA /s. ATTFIC 8" FASCIA A I D' STOORAGE 12" SOFFIT 12" SOFFIT ROOM DOUBLE 2x6 PLATE "' DOUBLE 2x6 PLATE 26-16" oc WALL STUDS T&G Sturdi Floor - - 2x6-16" oc WALL STUDS " T&G Sturdi Floor ` o 2x6 PLATE N 2x6 PLATE 2x10 BOX BEAM 2x1O Doug Fir 16"oc. 200 BOX BEAM 2x10 Doug Fir 16"oc. 25 M I D D L ETO N ROAD HURRICANE STRAPPING - HURRICANE STRAPPING GREENPORT, NEW YORK DOUBLE 2x6 PLATE SHIPS LADDERTO STORAGE DOUBLE 2x6 PLATE 26-16" oc WALL STUDS AREA 26-16" oc WALL STUDS GRADE o SCTM# 1000-40-5-10 e" CDX SHEATHING � �" CDX SHEATHING ` TOP OF BUTTRESS TO _! 2'-0" BLUESKIN HOUSEWRAP STORAGE BE 12" BELOW FINAL ROOM emu' E BLUESKIN HOUSEWRAP GRADE ` DRAWING TITLE: Q STORAGiE ROOM (3)#5 REBAR STIRRUPS EQUALLY SPACED' HARDI SIDING (6" EXP) FLOOR PLANS AND m HARDI SIDING (6 EXP) 24" CONC. BUTTRESS SECTIONS / DETAIL N HURRICANE STRAPPING o 2x6 PLATE— v� 2x6 PLATE q14 � -� # " T&G Sturdi Floor4 HORIZONTAL REBAR AS NOTED 2x4 CCA SILL TERMITE SHIELD �, 10'-0" 3'-0" 2x4 CCA SILL TERMITE SHIELD "LSW, Floor #4 VERTICAL REBAR AND SILL SEAL 2x10 Doug Fir 12"oc. AND SILL SEAL g GRADE GRADE GRADE x10 Doug Fir 12"oc. GRADE NOTES: 2x10 CCA BOX BEAM 2x10 CCA BOX BEAM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE "x18" ANCHOR #4 HORIZONTAL REBAR �"x18" ANCHOR #4LCIREOAR - FOUNDATION BUTTRESS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED LAW, CONTRACTORS INFRINGEMENTS V IBE F BOLTS MAX. 32"oc. CRAWL SPACE 3054 C AWL. SPACE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Crawl Space �10 BOLTS MAX. 32"oc. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE J"x12" ANCHOR o Door 10y° i"x12" ANCHOR DESIGN PROFFESSIONAL ASSUMES NO LIAR!ITY FOR OMMISIONS DUE TO UNKNOWN OR BOLTS MAX. 48'oc. BOLTS MAX. 48"oc. 7 D ETA I L A 101 2' CONC. BUTTRESS 4 VERTICAL REBAR 4'oc. f W 2' CONC. BUTTRESS #4 VERTICAL REBAR 4'oc. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT # STEp �1aY" " , FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. (SEE DETAIL A101) 16' 0" (SEE DETAIL A101) 16-0" 10 GA. 6x6 WWM. 8" P.C. FOUNDATION WALL 10 GA. 6x6 WM. 8" P.C. FOUNDATION WALL SEAL: DATE: DAMP PROOFING #4 HORIZONTAL REBAR 4" P.C. SLAB DAMP PROOFING #4 HORIZONTAL REBAR 4"P.CC.SLAB 2x4 KEYWAY 2x4 KEYWAY SEPT 1 4, 2025 20"x 8" CONC. FTG. 20"x 8" CONC. FTG. MIN 3'-0" BELOW FINAL GRADE L#4 REBAR 2'oc. S.W. 6MIL. VAPOR BARRIER # 6MIL. VAPOR BARRIER PROJECT N9 MIN 3'-O" BELOW FINAL GRADE 4 REBAR 2'oc. S.W. _ 1197-2025 PROVIDE HURRICANE STRAPPING ��(}F j,#� DRAWN BY: (3)#4 REBAR L.W. (3)#4 REBAR L.W. �-� IN ACCORDANCE WITH THE ��' ``✓ BDK 2020 RESIDENTIAL CODE OF / p�tX J- CO `C> CHECKED BY: NEW YORK STATE SHEET NUMBER: ALL HEADERS ARE TO BE CROSS SECT101\4 CROSS SECTION (2)1OTHERWISE NOTED n F \4 A B A101 SCALE: 1/4" = V-0" 101 \ 10N��-�`� SCALE: 1/4" = 11'-0" 101 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, uc 6"NIF Fill %" %i NI2 .LINT ' IIMAdn � I KEHL DESIGN ASSOCIATES LLC 30' ROOF WIDTI residential & commercial design o consulting 24'DORMER WIDT P0.Box 1615 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654aoptonline.net LLLL I Ili Hil IIIII IIIII III I IIIII III IIII Iiii I Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 1 ideas, design and arrangements represented '/ therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be J�ll copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR N PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT — TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. -i '-0" Acceptance of these drawings does not authorize the right to SIDE YARD F1 _ _ REAR YARD build without the authorization of local governing agencies, such SETBACK - SETBACK 9 9 -- as Suffolk County Dept. of Health Services, Town Building -- Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. f I— I I I WORK NOTES: I I I /f - - - Li- - - -� I I I _F �// I Li— — — —i I R301 DESIGN CRITERIA AS PER THE NORTH ELEVATION- 2020 RESIDENTIAL CODES OF NEW I I I I NEW YORK STATE / I f R301.1 APPLICATION BUILDINGS AND STRUCTURES, F'L--- — —J I AND PARTS THEREOF SHALL BE CONSTRUCTED TO // SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS - -_ —_ —_ —_ —_ —_—_ —_ —_ —_ —_ —_ - --_ —_— PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE EAST ELEVATION L — J 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND �I LLL�1� CONSTRUCTION OF LOG STRUCTURES (ICC400) L LJT 11- I Ji ��1�1 \ REV: I 11LLL�Ll1J111_1llLJJ_LLLLIJ L L 1 Li ILL1 / ill. I l I 111 11 I I �I ILL \. -ll11 111JL1 _u LLLI L T l \ : I 3856 � TEMPERED PROJECT: AVIDI -- - GARAGE 25 MIDDLETON ROAD -- -- -- -- = GREENPORT, NEW YORK SCTM# 1000-40-5-10 _0" DRAWING TITLE: REAR YARD =___ SIDE YARD SETBACK SETBACK ELEVATIONS AS NOTED — —L=—_— 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 \t I I ( I DESIGN PROFFESSIONAL ASSUIdES NO LIABILITY FOR OMMISICNS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT \ I I I I FORMALLY ACKNOKEDGED AS REVISION TO THESE PLANS. SOUTH ELEVATION �'\�- � I I ; ; ,SEAL: DATE: \ - - - - - - - - - - - - - - - - - - � SEPT 2025 \� — PROJECT NO: I L� -I. DRAWN BY197-2025 PROVIDE HURRICANE STRAPPING S���Z1 J f\ IN ACCORDANCE WITH THE r�,,`. BDK L — J 2020 RESIDENTIAL CODE OF ECKED BY: NEW YORK STATE r S LEI ER: WEST ELEVATION ALL HEADERS ARE BE (2)13/"X 9%" LUL UNLESS ESS v OTHERWISE NOTED Al 02 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEfIL•DESIGN•ASSOCIATES, L D °U t gultiinphold Too $ ANDERSEN I I