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HomeMy WebLinkAbout52367-Z Of soulyOlo Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47226 Date: 07/17/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 850 Robinson Ln Peconic,NY 11958 Sec/Block/Lot: 98.4-3 3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/05/2025 ,Pursuant to which Building Permit No. 52367 and dated: 10/16/2025 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: Additions and alterations, including covered porch, sunroom and outdoor shower, to existing single family dwelling as applied for. The certificate is issued to: Manis T Revoc Trt,Manis A Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52367 04/27/2026 PLUMBERS CERTIFICATION: Jose Jimines 07/17/2026 c thor' ed Signature ho�X'Vsoaryolo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' SOUTHOLD, NY CouKir.� 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#: 52367 Date: 10/16/2025 . Permission is hereby granted to: Manis T Revoc Trt 47 Vanderlyn Dr Manhasset, NY 11030 To: Construct additions and alterations to an existing single-family dwelling to include a rear covered porch,sunroom with HVAC and outdoor shower as applied for. Premises Located at: 850 Robinson Ln, Peconic, NY 11958 SCTM#98.-4-33 Pursuant to application dated 09/05/2025 andlapproved by the Building Inspector. To expire on 10/16/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $440.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $540.00 Building Inspector *pf SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O. Box 1179 i0 Southold,New York 11971-0959 �lif'COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Manis T Revoc trt Address: 850 Robinson Ln city: Peconic st: NY zip: 11958 Building Permit#: 52367 Section: 98 Block: 4 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition X Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 7 Ceiling Fixtures 1 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 6 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 1 Blower Heads Switches 5 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Add. Back of House Inspector Signature: Date: April 27, 2026 Town Hall Annex ti� .�� Telephone 631)765-1802 54375 Main Road .G P.O.Box 1179 Cz y D U LS Southold,NY 11971-0959 y�®1 ��®� JUL 1 7 2026 DO Building Department BUILDING DEPARTMENT Town of Southold TOWN OF SOUTHOLD CERTIFICATION Date:3- C Building Permit No. 2e Cp Owner: W L14 (-s (Please print) Plumber: (' . T) l VL4-(,I/L.� (Please print) I certify that the solder used in the water supply system contain ss an 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this �,�. d 4 ov.Sv.S, 20')K ENOTARy C CAPERNA C,STATE OE NEW YORK No. 01 CA6151160ffolk County CountyNotary Public, 111 Countyires August 14,20� 1 rjf so # TOWN OF SOUTHOLD BUILDING DEPT. ^ouffm� 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: DATE INSPECTOR Itaf SO # # TN OF SOUTHOLD BUILDING DEPT. `loutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ -] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] " FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]" FIRE RESISTANT PENETRATION 14 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' u� DATE I INSPECTOR ho��OF 50UTy�lo -- '� 4kN41UTHOLD BUILDING DEPT. room, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: OLp Y,�q A DATE I'I 2 INSPECTOR OF SOUIyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTI N [ ] FOUNDATION 1 ST/ REBAR [ ] R GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: h A Ir G r 9 5`0 V DATE INSPECTOR J i�N - 5 202` N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer December 22, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Manis 850 Robinson Lane Peconic,N.Y. 11958 District-1000, Section-98. Block-4 Lot-33 Building Permit Number—52367 Inspection—Footing,Foundation Wall and Damp Proofing On December 10, and 12, 2025, I inspected the construction at the noted location. The inspection covered the footing and foundation wall for the addition/alteration to the existing residential structure. The inspection was completed before backfilling. The inspection results are: Items inspected included footing size,keyway size and foundation wall size and reinforcement for all elements. On December 17, 2025, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the addition to the existing residential structure. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The footing, foundation and damproofmg 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 F N applicable codes of the IRC,NYS and Southold Town Building Codes. M Nicholas J.Mazzaferro,P.E. _ z �, ° o �O 05-7 AROFESSI TAN N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 11, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 f Re: Manis i J A N 1 4 2026 ' 850 Robinson Lane Peconic,N.Y. 11958 District-1000, Section-98. Block-4 Lot-33 Building Permit Number—52367 Inspection—Framing On January 9, 2026, I inspected the construction at the noted location. The inspection covered the framing for the addition to the existing house structure. The areas inspected included the first floor of the addition. 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 connections, 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 as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. OF NEW LU `F 40. 05V9 A�D�tSSIOW, N. J. MAZZAEERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 20, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 J A N 2 1 2026 Re: Manis 850 Robinson Lane Peconic,N.Y. 11958 District-1000, Section-98. Brock-4 Lot-33 Building Permit Number—52367 Inspection—Insulation On January 19, 2026, I inspected the insulation and caulking installed at the noted location-The inspection covered the crawl space,exterior walls and:the ceiling/roof for- the addition to the existing house structure. The inspection results are: 1 —Walls—Insulation provided rated as R-21. The insulation'provided was with batts. 2—Ceiling/Roof—Insulation provided rated as R-49. The insulation provided was done with batts. 3 —First Floor/Crawl Space Ceiling—Insulation provided rated as R-30. The insulation provided was done in batts. Additional Closed Cell Spray provided in window/door areas. Result- The insulation and caulking installation as verified by inspection on January 19, 2026 is compliant with all applicable codes and conforms with the design-specifications for a new installation. The insulation provided was done in compliance with the applicable sections of the 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 NYS and Southold Town Building Codes. OF N r. Nicholas J. Mazzaferro, P.E. z 0 CFO �0. 057a°'� AROPESSIO�P�� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 9, 2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 D ECEOVE Re: Manis 850 Robinson Lane JUL 9 2026 Peconic,N.Y. 11958 District-1000, Section-98. Block-4 Lot-33 Buildinq ®epp� mpr$ Building Permit Number—52367 7•®wpt Of Sourtaofd Inspection—Plumbing - Outdoor Shower On July 8, 2026, I inspected the outdoor shower at the noted location. The inspection covered the rough plumbing for shower at the rear of the existing house. The inspection results are: The inspection covered the exterior/interior plumbing roughing for the Water Supply System(WS). The Drainage is accomplished through natural ground filtration. The inspection results are: 1 —WS— System was fully exposed, pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. New installation is connected to the existing system and full drainage capacity is installed. 2—DWV—There is no drainage piping at the site. The drainage is accomplished by natural ground filtration. 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. 1-. o, IVFW r 0,Q �r Nicholas J. Mazzaferro, P.E. f th O 2�0 �O 0570°�� A�OFESSION�`�' � FIELD INSPECTION REPORT DATE T COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) O ROUGH FRAMING& --i OZ3 --- PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL- ADDITIONAL COMMENTS Li C) 00 1 -�-OUCA6n uhn N 9 k�u CMA n 0 vp (A X nn C-P 66). CL rn SUfF K� yS coGy;a TOWN OF SOUTHOLD—BUILDING DEPARTMENT N a ; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT �] For Office Use Only PERMIT NO. Building Inspector: SEP 5 2025 Applications and forms must be filled out in their entirety. Incomplete, 13s�Ildlr�Oepariinye,t��€ 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: l ^ aS —Z� OWNER(S)OF PROPERTY: . Name:Thomas & Asimina Manis SCTM#1000-98.4-33 Project Address:850 Robinson Lane, Peconic, NY 11958 Phone#:516-365-7792 Email: Mailing Address:47 Vanderlyn Drive, Manhasset, NY, 11030 CONTACT PERSON: Name:Thomas & Asimina Manis Mailing Address:4.7 Vanderlyn DrIVe,ManhaSSet, NY 11030 P I.hone#:516-365-7792 Email: DESIGN PROFESSIONAL INFORMATION: Name:Kehl Design Assoc. LLC. Mailing Address:265 Jasmine Lane, Southold, NY 11971 Phone#:631-433-9084 17Email:ssbn654@optonline.net CONTRACTOR INFORMATION: Name:NA at this time Mailing Address: Phone#: TEma�il- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $75K Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION . Existing use of property:Residential Sill le Fa mil Intended use of property:Residential Single Family _ .-_ _-.-- 9__. ____.,. Y ._ . __- ---9 _-_-_Y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes @ No IF YES, PROVIDE A COPY. H:Check Box After-Reading: The owner/contract or/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 bulldings;. . ,,;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 n me):Brett D. Kehl @Authorized Agent ❑Owner Signature of Applicant: Date: Oct CAS Z®2S— 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 day of 20 er' -5 �/W&j tw4o A o ary Public d— " TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YOR (Where the applicant is not the owner) NO.01 OW6306900 C.U+.LIFIED IN SUFFOLK COUNTY, ' COMMISSION EN'PIRES JUNE 30,20 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 I Building Department Application I AUTHORIZATION (Where the Applicant is not the Owner) i I 1 kv, residing at od. (Print property owner's name) (Mailing Address an do hereby authorize (�j r t& � J I (Agent) I WeAo,P to apply on my behalf to the j Southold Building Department. i (Owner's Signature) (Date) `�✓1 l� �'1 Ctr< An rl l S (Print Owner's Name) I I I +i ' I e BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 'C ' Town Hall Annex- 54375 Main Road - PO Box 1179 c Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/15/26 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897-ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 El request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Manis Address: 850 Robinson Lane Peconic Cross Street: ' Indian Neck Lane Phone No.: BIdg.Permit#: 52367 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire addition Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 FJ2 M H Frame n Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION too Pao I-������ 2.,�, 6- d//6 ��� ''SUF�Q� -jam ti BUILDING DEPARTMENT- Electrical Inspector O'n�'`�; TOWN OF SOUTHOLD `,`%'ram` .. ''�� •f: Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 'c :} Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/15/26 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897-ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 El request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Manis Address: 850 Robinson Lane Peconic Cross Street: Indian Neck Lane Phone No.: Bldg.Permit#: 52367 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly). Wire addition Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: YES ❑ NO W Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# [—]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Inform PAYME14T DILIE W A LICATION too PERMIT# Address: Switches Outlets ._�� . GFI's 1 Surface Sconces l� H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbe3n Micro , Grb.Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot De.Hum Transfer Disc Combo !-Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Used Amps Have Sub P 1 Comments uj J t O 4A 11 ti':UN, oole\ zAT Lr :r a s C`,`a����,1:':it �°z'��t£•RC� � i v Loi ,ro � Sc�t� � 40'= t► MAP OF LAND. SUcaVEYtC Fom AT Guarrar+tecdGurnra�'�e :at P��rGt�t C jc%o4eyiro,4 'Vile- TOWN 01•, SOUTHOLD. N.Y. a:% itYvayea tkc. 13, 0*7)fc 7. �►.r k-pc Ys Sk7YI r' Y'�. Y �k••.r�-. 1 ..�.� .l t�. Pecattic f�lecs•irt tFe Sub cl LiGet+Sed Lveedl �•�� , ,� rli, ,j i`i 3434 . �rreeti Y!, New YaYlc APPROVED AS NOTED 0ATE&-15_B.P.#„Ja� �7 NCOMPLY WM4 ALL CODES OF FED 5 BY EW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE SOUtIiOlDTOWNZI A FOLLOWING INSPECTIONS: W=T=UW80M FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION SCHD FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW r YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS INSPECTION REQUIRED Provide windbome debris protection for new exterior glazing on buildings as per TRUSS PLACARDMG REQUIRED NY$Code. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE .1 New York State Law You Must Call 811 Before You Di , GENERAL NOTES: x4, :1 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 45, 41 "..,Aff 0 General Notes:0 N T R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch 2 or better. M- V GENERAL NOTES: 1# 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. 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 07 THE BUILDING ARE TO BE STORED IN A 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. B. LOCKED AREA. residential & cnmm(,rcia1 design o consul inn 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COL)IMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECIIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. phone: 1631 433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNIING 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. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC 0 formerly D A K AS50Ciates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATIED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) sp)ecifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKr- ING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORIK 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 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAK,,,GE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE [RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CDNTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 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. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRE[ FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THIi- IMMEDIATE CONSTRUCTION AREA, they have been prepared without w-itten consent. E 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AR' A BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb 825 PSI C. HEAVY DROP CLOTHS. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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 BUIL1.1ING SITE PERIODICALLY TO AVOID EXCESSIVE (DCOPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERALaminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK 0. L SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE 9- THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATE LLC. THE RIGHT DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOUR;;: BAM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES To WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. Acceptance of these drawings does not authorize the right to 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, -)R 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 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 WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS 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 and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL. DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT 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 PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANIY 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 INJJURY 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 CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL COD PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED �mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY E OF NEW YORK STATE. H BUILDINGS AND STRUCTURES IN ACCORDANCE 25 hs/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. WITH THE PROVISIONS OF THIS CODE SHALL RESULT 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 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 PROTECTFION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AND A SPANV OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF N 17 THIS SECTION. b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 T,ESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILL.ED 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. ATTACHMEMT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORACF 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 INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CA-ACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH C.-',,,-,E. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED kfH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,, IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY 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 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING ((INCHES) I AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS d 200h FASTENER TYPE NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (WFCM) PANEL SPAN 4 FEET < PANEL'L 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL 4 FEET SPAN _< 6 FEE1T SPAN <, 8 FEET HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50 NO. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES FRAMING - PRESCRIPTIVE METHOD FOR ONE- NO. 8 WOOD SCREW- AND TWO FAMILY DWELLINGS (AISI-S2,30) PASSENGER VEHICLE GARAGESa a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. 3) ]CC STANDARDS ON THE DESIGN AND HEIGHT FARE AREA 50 INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES (ICC400) NO. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 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 ECCCNYS), BASED PLANE TO THE AVERAGE HEIGHT OF UNLIWITED AREA SLEEPING ROOMS 30 THE HIGHEST ROOF SURFACE Y 3� STORY 4 INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND ASED WITH 2 12'-1 j" AS PER CHAPTER 5 OF THE R, TABLE 506.2 2020 BUILDING BODE OF NEW YORK AS PE STAIRS 40c INCH EMBEDMENTANCHOR LENGTH 16 16 16 ASHRAE 90.1-2016 STATE. FOR Sk 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH TABLE R602.3(l) FASTENING SCHEDULE 0:THE 2020 RESIDENTIAL FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 15'-61J 1 POUND PER SQUARE FOOT 0.0479 kPo, 1 SQUARE INCH 645 mm? 1 POUND 4.45 N, CODE OF NEW YORK ' NIS 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. 10 A APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. K IENCE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedmernt length of 2 inches minimum into IE I S 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 21/2 inches from the edge of concrete block or concrete, ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. 850 ROBIMOON LANE 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. ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN PECONIC, NEW YORK c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY IEFFICIENCY,AS PER THE IN ACCORDANCE WITH 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. SECTION R402, BUILDING THERMAL ENVELOPE OF THE SCTM# 1000-98.-4-33 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWING TITLE: ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. ProjS ects ction shall comthroply ugh withR404 one of the following: 1. e R401 NEW CRAWL SPACE 251.79 sq.ft. 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 "Manidatcry" NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 L- GENERAL NOTES 50 POUNDS ON AN AREA EQUAL TO 1 SQUA�� FOOT. THIS LOAD NEED NOT BE ASSUMED EX, BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 NEW FIRST FLOOR 243.79 sc.ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTIb GLAZED CEILING WOOD MASS FLOOR BASEMFNTC SLAB d CRAWL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE 1.1-FACTOR U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUE WALL RNALU E SPACE c NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e RNALUE - R-VALUE1 RNALUE &DEPTH RNALUE NOTES: NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT /13 _ERIA THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF 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 20 OR 13+5' 8/13 19 10/13 10,2ft 10 LOT DATA AND CRII 1.10USE DATA AND CRITERIA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL For SI: = 1 foot = 304.8 mm FIELD CONDRONS ANDDIMENSIONS AND BE SOLEY RESPON"MLE FOR FIELD `11. THE ATTIC (HOUSE)(b) NA 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 insttalled in a cavity which is less Lot Size = 21 ,997.8 sqft Lct Size = 21 ,997.8 sqft D[SIGIJ PROFFESSIONAL ASSUI,+ES NO LIABILITY FOR OMMISIC,'I`6 DUE TO UNKNCIMI OR 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 insLulation shall not be less than the VFORESEEN FIELD CONDITIONS AND OR ADDITIDIS BASED IJPON COMMENTS NOT FUTURE GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. House and Garage Lot Coverage Max Habitable House Size = 3549.78 SqFt FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. SEAL: DATE: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the hom4e or R-13 cavity insulation at the House and Garage = 1513.63 Sll SUNROOM NA interior of the basement wall. 1513.63 SqFt AUGUST 17, 2025 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 o)r R-19 cavity insulation at the PROJECT NO: NEW DECK NA MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 covitty insulation on the interior of the Porch Lot Coverage 60.83 SqFt COVERED PORCHES 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 3. C 1 195-2025 COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation at the initerior of the basement wall. Deck Lot Coverage 115.21 SaFt 0 DRAWN BY: POOL HOUSE/ CADANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the rrequired slab edge insulation 1, DD ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slobs shall not be required to Total Lot Coverage 1689.67 SqFt ECKED BY: h. 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 Max Lot Coverage = 20% 4399.56 SqFt '�HELI NUMBER: IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved 6F,4 (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT IC OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less thorn an R-value of R-19. Front yard setback = 40' fj�� (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "135" means R-13 cavity insulation G1 +� plus R-5 continuous insulation. Side yard setback = 15' i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies; when more than half the insulation is on the interior of the mass wall. Both side yards setbacks 35' LOB NUMBER: of Rear and setback = 50' ©KEHL-DESIGN-ASSOCIATES, 11C SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION Ile, USE A MINIMUM OF TWO 8d NAILS THIS MTS20 LTS20 01 DOUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS, PROVIDE (1) HGA10KT ON ALLOWABLE LOADS 1,2- LOAD 0 SIDE OF CEILING JOIST 0- `�'MEEI LU En FASTENERS WITH TH TOTAL FOUR AND ON SIDE OF RAFTER LATERAL ed NAILS MODEL CA UPLIFT UPLIFT (133/160) 8dx1 12" CODE Rd NAILS'd LS NO TO TO AVG NAILS REF. INTO TRUSS L I U 0 RAFTERS/ ULT. STU TRUSS PLATES STUDS (13 F, F2 (133& S SIMPSON TAKE-UP WASHER NOTE: REFER TO SIMPSON WOOD CONSTRUCTION H7 16 4-8d 2-8d 8-8d 2991 930 9B5 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design o consultinq H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'xl 2 PO.Box]675 phone: �631 433-9084 (TOTAL) AV LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS CA 0 2 REF. INTO Southold,New York 11971 E-Ma!I� ssbn6540aoptonIine,net MODEL ULT. — LETA LFTA PLATES NO. �AX CLEAR 2J" 2" 2�" S. 31" wl�DTHspEAANR L OTY DIA 1�77 2 EIGHT-" 8d NAIL INTO S P 4 Kehl Design Associates,LLC 0 formerly D A K Associates,LLC LFTA 16 214" 17 4200 — 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS' 00 These drawings and specifications including the MODEL L AVG 10d Tod x 1}" CODE 0 ideas, design and arrangements represented NO, ULT. — REF. LFTA 0 rod 10d x 1 (133 / 160) (133) (1607) LSTA 21 0 therein, are the property of KEHL DESIGN 0 ASSOCIATES, LLC. No part thereof shall be 00 Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10; 14-10d x 121" 3116 1000 840 1000 3, 41, 128 00 .0 HGA10 with any work or project other than for which '0. 0 they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 � 1000 3, 41, 128 ARTJ-x12 DETAIL "W" I X 12-10d 12-10d x 1�" STU 5" COUPLER NUT 8 COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR LST20 20 2383 775 720 720 1 3, 41 CNW- DETAIL "Ell DOUG-FIR-LARCH/ Equal, number of- 0 SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL TYPE OF DIRECTION SO. PINE CODE specii2ieol nails in TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ALLOWABLE LOADS REF_. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NO. TION each end Simpson Strong-Tie WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE (100) (125) 160) SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G 515 645 670 CS16 ART5"xl 2 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL 11H11 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I H 1 515 645 670 ]MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ARTJ-x12 DEFLECTION DEFLECTION CODE STUD AVG LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE ULT. IN VERTICAL WOOD MEMBER AT HIGHESTALLOWABLE REF. NO. BASE BODY I ANCHOR BOLTS ALLOWABLE LOAD DESIGN 00 Acceptance of these drawings does not authorize the right to CA CA HB 5B W H 8 so CL DIA 5'a --T DEIGN 07 WHEN RA OFF build without the authorization of local governing ag-ncies, such Y DIA 11" 1 2" 1 2�" 1 3" 1 -3FF 5r LOAD THE SILL'SEATE N G 0 as Suffolk County Dept. a ea Services, own Building 0 HD2A 16 12 4�" 2J" 2J" 8" 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 10 I I I I I I I I I 1 0 Departments, DEC, FEMA, etc. Verify all conditions, codes, DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS and requirements with such agencies prior to construction. MODEL NO. AVG DF SP CODE w L STUD' PLATE ULT. 3)T (16 0)' REF. WORK NOTES: SP4 3, " 74" 6-10d x 1}" -- 2917 735 885 7, 40, 127 R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE ITENSION LOADS CODE D NO CA W­_t L NAILS FLOOR (160) REF. 2020 RESIDENTIAL CODES OF (100) 0,C) NEW YORK STATE LSTA21 20 1 905 1 1205 1 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL CA FILC REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO NAILS (160) Simpson Strong-Tie STU AND PARTS THEREOF SHALL BE CONSTRUCTED TO 1 8 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MSTA24 18 1 24 10d 1 25_ 370 1640 7. 40, 90 L_U S 4(D SIMPSON MODEL TOTAL FASTENIERS ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, TAKE-UP WASHER SNOW LOADS,NO. L END CA CUT LENGTH (TOTAL) SPACING REF. HD2A WIND LOADS AND SEISMIC LOADS AS (LENGTH L (1 00) (133 / 160)' oc. OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF CSI 6 150' 14" 16 CLEAR SPAN +31" 28-8id 1235 1650 21 '- 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE DIMENSIONS FASTENERS ON. DOi1JG-FIR L RCH/S O. P11 E A LLO WAB LE LO A DS— NOTED. FAILURE TC1 COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD NO. CA W H 6 HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 1IF" PATH THAT MEETS THE REQUIREMENTS FOR THE Tod 16d LT. :(�1�33) 10d I 16d I Od ALL LIABILITIES ON THE CONTRACTOR. U 16d 10d 16d REF. ON TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3�" 41" 2 -16d 4-16d 6076 11,40 11160 1-11000 1150 —1 1250 7, 40, 127 DETAIL THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 38"' 9J" 2 65 it,, 6, 84, 122 COUPLER NUT FOUNDATION. BUILDINGS AND STRUCTURES -16d 8_16d 6076 17!55121051-111650 900 —120 1 ARTJ'x12 511 IDOUG-FIR LARCH/SC, PINE ALLOWABLE LOADS STU 8 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT - LATERAL CODE SIMPSON DEEMED TO COMPLY WITH THE REQUIREMENTS OF MODEL AVG UPLIFT (133/160) REF, THIS SECTION. NO CA DIET. I TAKE-UP WASHER _F TO RAFTERS TO PLATES F 1 (133) 1 (160) F R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 1 4-SDS4"x1}"J 4-SDS"'.3" 1523 1 435 435 1165 1 940 1160:1 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE it THIS CODE AND THE LIMITATIONS HEREIN. WHERE SP4 USE A MINIMUM OF MTS16 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TWO 8d NAILS THIS OT CNW- PROVIDE HURRICANE STRAPPING SIDE OF TRUSS. COUPLER NUT THESE STANDARDS, THE DESIGN SHALL COMPLY FAI IN 0 N ��T ION PLA4 'SP4 IN ACCORDANCE WITH THE WITH THE BUILDING CODE OF NEW YORK STATE. TOTAL FOUR SO A MINIMUM OF 2020 RESIDENTIAL CODE OF SIMPSON AN Cq�OR S_BTQ L TS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL E NAILS TAKE-UP WASHER TWO 8d NAILS THIS STU :_&n7i�-, n7r— d INTO TRUS SIDE OF TRUSS. LSTA21 SIMPSON TOTAL FOUR SCALE: 1/4" V-0" Strong-Tie (WFCM) 8d NAILS LSTA21 ALL HEADERS ARE TO BE 2) AISI STANDARD FOR COLD-FORMED STEEL INTO TRUSS EXISTING WALLS HUS210-2 (2)I%"X 9/` LVL W:LESS FRAMING - PRESCRIPTIVE METHOD FOR ONE- 01HERWISE NOTED AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NOTE: PROVIDE FIRE BREAKS TWO F, AS PER REV: 9 TO AILS (D THE 2020 PLAT-S RESIDENTIAL CODE OF rwD EIGH NEW YORK STATE 8d NA IL Bd NAIL !NTO INTO it 'STUD Simpson Strong-Tie PLATES DETAIL A PROJECT: H7 EIGHT 8d NAIL� INTO DETAIL 11W DETAIL "G11 DETAIL MANIS STUD Simpson Str(ong-Tie H7 0. Simpson Strong-Tie rRESEN LFTA LFTA BP ROD SYSTEM DETAIL "Ll' ID CE LFTA DRAINAGE do ROOF RUNOFF NOTE AND CALCULATIONS 850 ROBINSON LAIAE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 PECONIC, NEW YORK 1'-0" DEEF POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1 -0 DEEF POOL x 6 DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEF POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. P SCTM# 1000-98.-4-33 V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 NEW HOUSE ROOF AREA = 420 sq/ft DRAWING TITLE: LTP4 V = A x R x c LTP4 A = 518 sq/ft SIMPSON WINDLOAD 11CIII DETAIL R = 2" RAINFALL = .17 ft CHARTS & CALCULATIONS Simpson Strong-Tie C = COEFF. = 1.0 Floor-to-Floor Connections V = 420 x 1 x .166667 = 70.00 C.F. AND LTP4 DETAIL "B" ROOF RUN-OFF CALC. LTPz. Simpson Strong-Tie l'� 70.00 / 42.25 VERTICAL FT, / FT = 1.7 V.F. kOTE: ADDITION IS LESS THAN 1000 SQ.FT.- Floor-to-Floor Connections USE (1)8' DIA. POOL 2'-0" DEEP = 2 V.F. NOTES: OR ALL ROOF RUNOFF WILL BE CONTAINED ON SITE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL SIVPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 70.00 / 22.3 VERTICAL FT. / FT = 3.14 V.F. _J PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE USE (1)6' DIA. POOL 4' DEEP = 4 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED LIPON COMMENTS NOT NO SURSTITUTIONS POOLS TO BE PLACED ON OPPOSITE SIDE OF FORMALLY ACKNOWLEDGED AS REVISIOII TO THESE PLANS. All gaming hardware shown on thes(e plans, SEAL: DATE: unless otherwise indicated, is Simpso)n Strong-Tie, HOUSE AND/OR LEADERS TO BE PIPED TO AUGUST 17, 2025 No substitutions are aDproveol or a,uthorizecl, POOLS (112 OF THE ROOF TO DRAIN TO EACH PROJECT NO: Due to the relationships of framing hardware to POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC OF tv,6, 1195-2025 the other components ofthe structure, any framing hardware substitutions will, render these plans , 0 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). C 04e) ,,0 FAWN BY: BDK in the instalter/contractor null and void, and will result t ti assuming responsibility For the design and ALL COVERS TO BE TRAFFIC BEARING IF LOCATED ECKED Y: performance of the entire system, IN AREA WHERE TRAFFIC IS TO BE PRESENT. EET NUMBER: �1684 Ridge Strapping IF A MULTIPLE POOL SYSTEM IS USED AROUND '0, Detail THE HOUSE THEN EQUAL PROPORTIONS OF THE (32 ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: OF 0 KEHL-DESIGN-ASSOCIATES, VERIFY ,,, , VE Y THE NEW FOUNDATION HEIGHT, TO INSURE THE SUBFLOORS WILL BE AT THE HEIGHT. ria. /. NOTE: THE NEW SUB FLOOR IS TO BE AND THEnr W_tills EXISTING THICKNESS IS UNKNOWN 44 ACQ POSTS ; 24"x24"x12" CONC. FOOTING G� KEHL DESIGN ASSOCIATES LLC 4x4 ACQ POSTS (MIN. 3'-0" BELOW FINAL GRADE) residential & commercial design o consulting 8" SONA TUBE FILLED WITH -a" % 8" 1X6 VJ CEDAR �� F New 20"x 8" Concrete Footing � o, CONC AND (2)#3 STIRRUPS Min. 3'-0" Below Final Grade 2X4 ACQ 1 X6 VJ r - - - - - - - - - - - - - - - - - - - -7 HORIZONTAL CEDAR PO.Box1675 phone: 16311 433-9084 NAILERS DOOR Southold,New York 11971 E-Mail ssbn654@optonline.net r I Kehl Design Associates,LLC o formerly D A K Associates,LLC 0 New 8" P.C. Foundation Wall -- B OWNERSHIP & USE OF DOCUMENTS: B1 o I 2x6 ACO FLODR JOISTS �12"oc. i I I I These drawings and specifications including the °x I NEW CRAWL SPACE I "A2" ANCHOR BOLTS 4'x4' 4" SDR ideas, design and arrangements represented 16"x8" Conc. o ( I DRYWELL PIPE therein, are the property of KEHL DESIGN �I Z I I New 20"x 8" Concrete Footing ASSOCIATES, L.L.C. No part thereof shall be 20'-11" 54 I I Pier `D I Min. 3'-0" Below Final Grade copied, disclosed to others or used in connection Ln cD with any work or project other than for which they have been prepared without written consent. o Ua w �¢ (2)13"x71" LVL Girder o I I o 12"BONA TUBE FILLED WITH CONC. o X a _ 2 1 x74" LVL Girde I " DR (MIN.3'-O" BELOW FINAL GRADE) C a BP. �%12" Anchor Bolts. o BP. 1 A 2x6 ACQ FLOOR JOISTS (�12"oc. i © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR IRE 2U1SHOWER 201 New 2'x2'xl' Conc. Footing I I 13 3'-V" 1Y PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL X I - Y2' Z"W " DETAIL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE _ #5 Rebar Pins 2'-0"oc. I I SCALE: 1/4" = 1'-0" SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT New 8" P.C. Foundation Wall I I ' 12"soNA TUBE FILLED WITH CONC. TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED M 1 .- LINE OF 4" CONC. SLAB (TOP OF EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. N I 7'-2 4" t 3-5" i = SLAB TO BE FLUSH WITH GRADE) I I (1)14"x74" LVL House Beam 5 Rebar Fins 2'-0"oc. Acceptance of these drawings does not authorize the right to PROVIDE PROVIDE build without the authorization of local governing agencies, such 32"W x 24"H 32"W x 24"H as Suffolk County Dept. of Health Services, Town Building ACCESS ACCESS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. KITCHEfN DINING ROOM EXISTING KITCHEN ON SLAB WORK NOTES: N BATHROOM BEDROOM R301 DESIGN CRITERIA AS PER THE EXISTING BASEMENT EXISTING BASEMENT o EXISTING BASEMENT 2020 RESIDENTIAL CODES OF NEW YORK STATE U R301.1 APPLICATION BUILDINGS AND STRUCTURES, `o `o 0 o AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 00 LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Existing 3"Dia. Existing 3"Dia. Existing 3"Dia. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF Steel Col. Steel Col. Steel Col. THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD EXISTING GIRDER EXISTING GIRDER �— _ EXISTING GIRDER e EXISTING GIRDER _ E PATH THAT MEETS THE REQUIREMENTS FOR THE o TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN M N THROUGH THE LOAD-RESISTING ELEMENTS TO THE Existing 2'x2'x1' Existing 2'x2'x1' CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Existing 2'x2'x1' FOUNDATION, BUILDINGS AND STRUCTURES Conc. Footing Conc, Footing Conc. Footing DEEMED TO COMPLY WITH THE REQUIREMENTS OF 0 co THIS SECTION. N o �o R301.1.1 ALTERNATE PROVISIONS LIVING ROOM 0 _ 1-0 AS AN ALTERNATIVE TO THE REQUIREMENTS IN EXISTING GARAGE o _�2 SECTION R301.1 THE FOLLOWING STANDARDS ARE GARAGE 0 EXISTING BASEMENT o EXISTING BASEMENT o PERMITTED SUBJECT TO THE LIMITATIONS OF THE 00 THIS CODE AND THE LIMITATIONS HEREIN. WHERE cv g o ENGINEERED DESIGN IS USED IN CONJUNCTION WITH BEDROOM BEDROOM `� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. N N 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 11 EXISTING FRONT PORCH CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: PROJECT: 10'4" 15-4" 19'4 R E I C E A 850 ROBINSON LAPSE C , PECONIC, NEW YORK SCTM# 1000-98.-4-33 DRAWING TITLE: EXISTING FLOOR PLAN PLAN- NEW FOUNDATION PLAN- EXISTING CONDITIONS / SCALE: 114" = V-0" SCALE: 1/4"= 1'-0" NEW FOUNDATION EXISTING WALLS PLAN AND SHOWER EXISTING WALLS DETAIL AND INTERIOR NEW WALLS NEW WALLS WALL E L E VAT I O N S 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 CONDITONS 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: 3062 3062 3062 3062 00 3062 AUGUST 17, 2025 PROJECT NO: FWG 0511 R PROVIDE HURRICANE STRAPPI'IG �f/U 1 195-2025 50 D IN ACCORDANCE WITH TILL c�� J `� DRAWN BY: 2020 NEW IDYORKASTATECODE OF �p`�`�`n e0�,� BDK ❑ ❑ ❑ ❑ ❑ ❑ ❑ _`'` CHECKED BY: ALL HEADERS ARE TO BE t. (2)1Y/"X 9%" LVL UNLESS Z� c, ' r; " ��' SHEET NUMBER: LEFT INTERIOR ELEVATION REAR INTERIOR ELEVATION RIGHT INTERIOR ELEVATION FRONT INTERIOR ELEVATION OTHERNSF NOTED �oA� 05168a �w SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" NOTE: PROVIDE FIRE BREAKS O�fiss�� A101� AS PER THE 2020 RESIDENTIAL CODE Or DOB NUMBER: OF NEW YORK, STATE 0 KEI IL-DESIGN•ASSOCIATES, LLC A M FIRST FLOOR �e V . aw r. A;� ANDERSEN WINDOW AND DOOR SCHEDULE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER (PRIOR TO ORDERING KEHL DESIGN ASSOCIATES WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS HEADER HEIGHT ABOVE SUBFLOOR residential & commercial design o consulting 400 D.H. TILT WASH FIRST FLOOR TW3052 3'-1 "X 5'-49" 3'-21"x 5ill -4 WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 6'-10 " ABOVE SUBFLOOR 8 #2 400 D.H. TILT WASH FIRST FLOOR TW3046 3'-1J"x 6'-4A" 3'-2"'x 6'-482" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 7'-1021" ABOVE SUBFLOOR 8 #3 400 FRENCHWOOD GLIDING PATIO DOOR FIRST FLOOR FWG6061 1 R 5-114% 6'-101" 6'-0"x 6'-11" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 6'-11" ABOVE SUBFLOOR PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net NOTE: MATCH NEW INTERIOR DOOR DESIGN Kehl Design Associates,LLC 0 formerly D A K Associates,LLC WITH THE EXISTING DOORS 201 JVVNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the —24'-2Y4" 20'-5V4" ideas, design and arrangements represented C therein, are the property of KEHL DESIGN 8_2%4" 01 VERIFY ALL HVAC SUPPLY AND RETURNS ASSOCIATES, LLC. No part thereof shall be 8'-0"- .8 1-0. WITH THE HEATING AND AIR CONDITIONING copied, disclosed to others or used in connection CONTRACTOR PRIOR TO INSTALLATION, with any work or project other than for which 2 Y4' —7'-9Y4"'— L14 ey have been prepared without written consent. ji'-',/----------- ------- ----------- r------------ --------------------------71y----- ---3---- ------------- r--- ---------------- T2 3'. 2----3 2-- TW3062 SM. TW306 Sm. TW306 TW 62 SM. T 62 C COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR W l]flows to be set @ 7'-10 above subfloo . 2 PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL -7'-6r2 —7'-6W- F-S] L COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT -8'-2 Y4 U-) C> I-) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 5y2" B B A& F_ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT X 201 1 7�J GF1 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. A (D A E! A 201 7 VERIFY ALL HVAC SUPPLY AND RETURNS C' ui S Q� Acceptance of these drawings does not authorize the right to PORCH SUNROOM SUNROOM CD — = I PORE WITH THE HEATING AND AIR CONDITIONING 0 0 -1 16 '6 build without the authorization of local governing agencies, such #3 CONTRACTOR PRIOR TO INSTALLATION. as Suffolk County Dept. of Health Services, Town Building __J __J __J Departments, DEC, FEMA, etc. Verify all conditions, codes, I I and requirements with such agencies prior to construction. n 3 10. CD C) 7'-04 VERIFY WITH OWNER Ln WORK NOTES: JOY4 8. -2Y4" # _U 2 DOOR LL JO -7 8'-2Y4' R301 DESIGN CRITERIA AS PER THE — I rX6'AZEK DECKING OR EQUAL 6068DD POC 6068DD POC 2020 RESIDENTIAL CODES OF L 9 1// < X ;� i NEW YORK STATE < K < --------------- -- - ------------------------- <—2'-2Y4 CLOSET < X CLOSET < R301.1 APPLICATION BUILDINGS AND STRUCTURES, C-13" T T AND PARTS THEREOF SHALL BE CONSTRUCTED TO 2'-2 window — — — — — — — — — — >< < SAFELY SUPPORT ALL LOADS, INCLUDING DEAD Pro cle (3)13"x9"' LVL Flush beam 4 2 X < X _C1 )< and remove the existing soffit and girder. < DINING > L_1)J LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, X X ROOM > SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS X X < LIGHTS > )< PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF X KITCHEN DINING ROOM >< < KITCHEN > )< >< < > )< THE BUILDINGS AND STRUCTURES IN ACCORDANCE > X WITH THE PROVISIONS OF THIS CODE SHALL RESULT X X < X CD X < > IN A SYSTEM THAT PROVIDES A COMPLETE LOAD X BATHROOM X < DINING ROOM BATHROOM > PATH THAT MEETS THE REQUIREMENTS FOR THE X Lcii� >< X > X FZ X < > )< TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN X X X > >1 X X K < I THROUGH THE LOAD-RESISTING ELEMENTS TO THE I X X K BEDROOM X X < > BEDROOM �x FOUNDATION. BUILDINGS AND STRUCTURES X )< X XI < x X—< CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE X < X X < X < DEEMED TO COMPLY WITH THE REQUIREMENTS OF X X_< < K < < THIS SECTION. X X X < > < K < < X X < R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN (XXXXXXXXXXX'KXXXXXXX4XX X > < xxxxxxxxxxxxxxxxxx4xx �' < X X < < SECTION R301.1 THE FOLLOWING STANDARDS ARE I X X < < S < < PERMITTED SUBJECT TO THE LIMITATIONS OF THE K X \< < co MCIOR X >< X < I THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH X < THESE STANDARDS, THE DESIGN SHALL COMPLY < X < < )< WITH THE BUILDING CODE OF NEW YORK STATE. X < < I >< X CS),C TLR < 1) AWC WOOD FRAMED CONSTRUCTION MANUAL EXISTIING RIDGE < EXISTING RIDGE EXISTING RIDGE K X < (WFCM) CJ )K X X K )< K >< 2) AISI STANDARD FOR COLD-FORMED STEEL X K < < X 0 X K < C SOCTOR FRAMING - PRESCRIPTIVE METHOD FOR OINE- )< >< >< VERIFY ALL HVAC SUPPLY AND RETURNS >( < R I X X )< K < >< AND TWO FAMILY DWELLINGS (AISI-S230) X X WITH THE HEATING AND AIR CONDITIONING >< 3) ICC STANDARDS ON THE DESIGN AND X X CONTRACTOR PRIOR TO INSTALLATION. K X < FS] >< CONSTRUCTION OF LOG STRUCTURES (ICC400) X X < X S X X X I < CO OCTOR < )< < X >( R EV: < )< X X X < < LIVING ROOM < X LIVING ROOM X X < X X < BEDROOM >� X )K < BEDROOM X 'Z X X PROJECT: GARAGE N1_1 GARAGE X X < X < >� BEDROOM < >( BEDROOM >( >( < < cd '�/s )< < I X X < 14ANIS "��/c X )K X X < �K I X S X K FS1 X < )< X R"" E S I D E N C E < X X < I X < X < X < I X >< X - - - - - - - - 1 X - - - - - - - - - <- - - - - - - - - - - - X - - - - - - - - - - - - - )<- - - - 850 ROBINSON LANE X X < X X X LSJ PECONIC NEW YORK X '/ X < I 'X/ V y y y y y y y y y y y y y y y Y Y Y Y y'21 1 X i SCTM# 1000-98.-4-33 -------------------------------------------------J, X L ------------------------------------------------� SCTM# X T I -------------------------------------------------------------------- L--------------------- ----------------------------------------------------J DRAWING TITLE: NEW FIRST FLOOR PLAN C NEW FIRST FLOOR 201 10,41 15'-4" 1914l REFLECTIVE CEILING A PLAN AND ELECTRICAL PLAN NOTES: NEW FIRST FLOOR REFLECTIVE CEILING PLAN 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 NEW FIRST FLOOR PLAN ELECTRICAL PLAN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4" V-10" SCALE: 1/4" 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, EXISTING WALLS F-81 HVAC CEILING SUPPLY LOCATION(V.I.F.) EXISTING WALLS 581 HVAC CEILING SUPPLY LOCATION(V.I.F.) WALL MOUNTED LIGHT OUTLET 110V OUTLET SEAL: DATE:AUGUST 17, 2025 EX 0- HANGING LIGHT OUTLET PROJECT NO: TV 110V OUTLET FOR TV PROVIDE HURRICANE STRAPPII10 NEW WALLS 7R HVAC CEILING RETURN LOCATION I.F.N. ) NEW WALLS HVAC CEILING RETURN LOCATION(V.I.F.) IN ACCORDANCE WITH THE OF 1195-2025 F21SURFACE MOUNTED CEILING OGFI 110V OUTLET GFI PROTECTED 2020 RESIDENTIAL CODE OF J. C DRAWN BY: LIGHT OR 6" RECESSED LIGHTS NEW YORK STATE S Hey B D K 4" RECESSED LIGHTS OREF 110V OUTLET REFRIGERATOR CHECKED BY: ALL HEADERS ARE TO BE A LED SECURITY LIGHTS 110V OUTLET STOVE (2)IY4"X 9Y2" LVL UNLESS STOVE OTHERNSE NOTED • SHEET NUMBER: ElSURFACE MOUNTED CEILING FAN 220V OUTLET DRYER 4. 0511384 DRYER S9_0k'V COMBINATION SMOKE AND NOTE: PROVIDE FIRE BREAKS FAN BATHROOM EXHAUST FAN Cb_DT CO DETECTOR AS PER esslow- Al 02 1 1 THE 2020 RESIDENTIAL CODE OF DOB NUMBER: OF NEW YORK STATE M TW3062 -Is 72above s 7b 2fl (D KEHL-DESIGN-ASSOCIATES, LL(, f � p r9r/ RIDGE % LLI_11_L_ L.—L! - ! L l 1-0 �1-0 RIDGE �.- I )-�' r/� �;� 1 - l r di_LILJ�;LJ ,I L J ;1 I I I I, T1 I � - 1J11L_LLJ11 - ! I1L! I I I � �—L _! 1 KEHL DE SIGN I ASSOCIATES '- -- -- LLI s deniinl F, commercial dr sign o cnn,ulhna, T. W/ T.O.W. II - -- - - - - pricne !631�433-on,o 4 65 d;0pi rt ne z Southold,New York 11971 E-Ma I ssbn 4 r c ,F ! s ! � d j I — Kehl Design Assoc Ivies,LLC o i'nmr-rly Q A h,As,orr)ir-s,LLC ,FWG60611R III d — — , w I� c OWNERSHIP , 52 TW 3052 These drawings � �s and If g sp _ icatlons Includinq th_ f deal, design and arrangements repres rlted fi �y=-- therein, are the property of KEHL DESIGN _ ASSOCIATES, LLC. No art thereof shall be P copied, disclosed to others or used in connection t y TOP OF SUB=L OR ---- g � -- _ TOP OF SUBFLOOR with any work or project other than for whicFl # 1=FOUNCUION TOP OF FOUNDATION they have been prepared without written con;cnt. na�wss�e�wvwar+T+w�awMeMyy' 9 © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LEFT ELEVATION- RIGHT ELEVATION WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT SCALE: 1/4" 1'-0° SCALE: 1/4" 1'-0"= TO BUILD ONLY ONE STRUCTURE FROJ THESE PLANS I; LICENSED y = EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. EXISTING RIDGE VENT EXISTING 2x8 RIDGE BEAM Acceptance of (hese dra,Nings does not autn,-rize the right to EXISTING ARCHITECTURAL GRADE ROOF SHINGLE build without the authorization of local goveriing age:rcles, srch RIDGE : ll !L_!_;!_11 L 111LLI EXISTING I5#FELT as Suffolk County Dept. of Health Services, lawn Building rt I r L r' I�'II i�il �_tL�.1�L ILI ILL DILL EXISTING �" COX EXT, ROOF SHEATHING Departments, DEC, FCMA, etc. Verify all conditions, codes, I J L_I Li-1— ALL�1L�L L LL 111 i LI U L �_LL!_JLJ liJLL11�LI �1'1 1YLL1 EXISTING 26-16" oc RAFTERS and requirements wii,li such agencies prior to construction. iLL ; III III II li EXISTING ATTIC WORK NOTES: ILJLL �LI; IJ1lL LI11 - R301 DESIGN CRITERIAAS PER Tf-IE T.O.W. - _ 26-16 oc CEILING JOISTS NO y0 YROERSIDENATIJAL CODES OF - �' i :d EXISTING DOUBLE 2x4 TOP PLATES R-19INSULATION R301.1 APPLICATION BUILDINGS A,rJJ STRUCTURES, EXISTING 2x4 STUDS 16"oc. R-19 INSULATION AND PARTS THEREOF SHALL BE CONSTRUCTED TO Cl_ DING �•- _a *,:,. EXISTING CDX EXTERIOR SHEATHING SAFELY SUPPORT ALL LOADS IN ^D P�1iN S�mY��aD EXISTING IS#FEU LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, _ SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS a EXISTING R-11 INSULATION ` EXISTING BEDROOM EXISTING BEDROOM PC� �-��� PRESCRIBED BY THIS CODE. THE COrJSTRUCTICN OF TW3062 TW3062 TW3062 1 - -- �I 1RT`( I } THE BUILDINGS AND STRUCTURES IN ACCORDANCE Verify in field and with owner the location �© EXISTING VINYL SIDING d PROVIDE HURRICANE STRAPPING WITH THE PROVISIONS OF THIS CODE SHALL RESULT of ithe exterior shower. Shower is IN ACCORDANCE WITH THE IN A SYSTEM THAT PROVIDES A COMPLETE LOAD locateedd just to the right of the bedroomm window. 2020 RESIDENTIAL CODE OF PATH THAT MEETS THE REQUIREMENTS FOR THE Insure., the shower is clear of any basement 20 SHOE EXISTING SUBFLOOR NEW YORK STATE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN TOP OF SUBFLOOP — - windrow or window well. Plumbing is to be 2x8 BOX BEAM THROUGH THE LOAD-RESISTING ELEMENTS TO TI iE relocated as necessar . 2x6 SILL ALL HEADERS ARE TO BE CONSTRUCTED AS PRESCRIBED BUILDINGS P BY TH S CODE ARE TOP Or FOUNDATION SILL SEAL /TERMITE SHEILD 2x8-16" oc FLOOR JOISTS 3 1, DEEMED TO COMPLY WITH THE REQUIREMENTS ANCHOR BOLTS (2)1/' ,X 9/' LVL UNLESS EQU EMENTS OF 77 GRADE 13-4 13'-4" OTHERWISE NOTED THIS SECTION. Con(crete pad to be pitched towards the cemter of the pad and connected to a 28'-0" R301.1.1 ALTERNATE PROVISIONS 4" SDR pipe to send the shower water 8" CMU FOUNDATION EXISTING BASEMENT EXISTING BASEMENT NOTE: PROVIDE FIRE BREAKS AS AN ALTERNATIVE TO THE REQUIREMENTS IN into a 4dia z 4'deep Drywell EXISTING 3" DIA. STEEL COLUMN AS PER SECTION R301.1 THE FOLLOWING STANDARDS ARE THE 2020 PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL CODE OF THIS CODE AND THE LIMITATIONS HEREIN. WHERE L EVAT I O N NEW YORK STATE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH -REAR EXISTING 4" P.C. SLAB THESE STANDARDS, THE DESIGN S: ,tiLL COMPLY " DAMP PROOFING - � WITH THE BUILDING CODE OF NEW YORK STATE. SCALE: 1/4"= 1'-0" EXISTING 3'-0" BELOWNC. FOOTING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL MIN. 3'-0" BELOW FINAL GRADE 24"x24"x12" CONIC. FOOTING (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 CONSTRUCTION OF LOG STRUCTURES (ICC400) 1 1 VERIFY THE NEW FOUNDATION HEIGHT, TO INSURE THE CROSS SECTION REV: SUBFLOORS WILL BE AT THE HEIGHT. A NOTE: THE NEW SUB FLOOR IS TO BE �" AND THE 201 a SCALE: 1/4"= 1'-0" EXISTING THICKNESS IS UNKNOWN PROJECT: HURRICANE STRAPPING HURRICANE STRAPPING RIDGE VENT RIDGE VENT 1J"x 9 �" LVL RIDGE BEAM iJ"x 9 " LVL RIDGE BEAM R ARCHITECTURAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE RIDGE ICE & WATERSHEILD `� �1'-0"( ICE &WATERSHEILD T1' Onf e" CDX EXT. ROOF SHEATHING CDX EXT. ROOF SHEATHING 850 ROBINSON LAN 2x8-16"oc RAFTERS t1-01T 2x8-16" oc RAFTERS ('(� {"'7 W Y F R-49 INSULATION x / R-49 INSULATION 2x6-16" I I r oc CEILING JOISTS � I 2x10 RAFTER NAILER nE`� N I'`" ORK INSULATION BAFFLE SCTM#` 1000-98.-4-33 HURRICANE STRAPPING � 2x6-16 oc CEILING JOISTS 6 1 It TOW. u 2x6-i oc CEILING JOISTS HURRICANE STRAP DRAWING TITLE: '®r. LVL GIRDER (2)1 "x7" LVL GIRDER , DOUBLE 2x6 TOP PLATES DOUBLE 2x6 TOP PLATES 2x6 STUDS 16"oc. 2x6 STUDS 16"oc. �r-p" _ ELEVATIONS AS NOTED / CDX EXTERIOR SHEATHING - 3 3 " CDX EXTERIOR SHEATHING 28'-0" AND CROSS SECTIONS VERIFY THE NEW FOUNDATION HEIGHT, '0 INSURE THE BLUESKIN HOUSE WRAP 3062 3062 3062 _2/^ 8LUESKIN HOUSE WRAP I 2'-0" AND WILL PE AT THE HEIGHT. a o R-21 INSULATION o a CD AS NOTED NOTE THE NEW SUB FLOOR IS TO BE 4" AND THE - 1 INSULATION THICKNESS IS UNKNOVI VINYL SIDING OR SU OOM EXIS1111, VINYL SIDING OR SUNRO M HARDI-PLANK HARDI-PLANK I E o o VERIFY WTH OWNER 1 SHOE 2x6 SHOE 4X4 AGO POST WRAPPED WITH AZEK VERIFY WITH OWNER VERIFY THE NEW FOUNDATION HEIGHT, TO INSURE THE 2x6 AGO HOUSE BEAM. SUBFLOORS WILL BE AT THE HEIGHT. HURRICANE STRAPPING 1 SIMPSON HANGER �" m NOTES: 2x6 ACQ SILL " R-30 INSULATION STURDI-FLOOR SUBFLOOR 5� "X6"AZEK DECKING OR EQUAL HURRICANE STRAP 2x6 SHOE NOTE: THE NEW SUB FLOOR IS TO BE a AND THE THESE PLANS ARE AN INSTRUVFNT OF THE SERVICE AND ARE THE PROPERTY OF 1HE i SILL SEAL TERMITE SHEILD MATCH EXISTING EXISTING THICKNESS IS UNKNOWN t TOP OF S17LOOR - / DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEM_NTS WILL BE TOP OF FOLI',DAT!ON - 1 'x7T LVL FLOOR JOI S @16" c. 2x6 AC FLOOR JOISTS 012 oc. 1a'x7a" LVL FLOOR JOISTS 016"oc PROSECUTED TO THE FULLEST EXTENT OF THE LAW Cn�JRACTORS SHALL VFRIFY ALL #5 HORIZONTAL 21 "x7" LVL GIRDER R-30 INSULATION HURRICANE STRAP (2)2x8 ACQ GIRDER �" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONr,'HLE FOR FIELD FIT, THE 9 4X4 ACQ POST 2)1j"01 LVL GIRDER DESIGN PRCFFESSIONAL ASSUMES NO LIABILITY FOR OI,MISION, DUE TO UrJrNOwrl OF REBAR NEW 3OP NI NEW 32"x24" CRAWL 2x8 ACQ PLATE 13'-4" UNFORESEEN FIELD CONDITIONS AIJD OR A%DITIOI'dS BASED UPON COI,,HEIJTS NOT BOLTS ANCHOR ACCESS OPENING CRAWL CCESS OPENING 4X4 POST ANCHOR 13'-4" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAN;. f DAMP 32 OFI SPACE J"x12" ANCHOR BOLTS DAMP PROOFING SPACE 16"z8" CONIC, 16"x8" CONC. { #5 VERTICAL 4" P.C. SLAB PIER J"x12" ANCHOR BOLT 4" P.C. SLAB PIER 4" P,C. SLAB � � SEAL: DATE: , REBAR 4'-0"oc. 8" BONA TUBE FILLED WITH (2)J" STIRRUPS AUGUST 17, 2027 # CONIC AND (2)#3 STIRRUPS PROTECT N0: #5 HORIZONTAL � EXISTING 3" DIA. STEEL COLUMN REBAR 1195-2025 ( 20"AO" CONC. FTG. -8� E OF�, DRAWN B1 1 24"x24"x12" CONIC, FOOTING 24"x24"x12" CONIC. FOOTING 24%24"x12" CONIC. FOOTING EXISTING 4" P.C. SLAB f MIN.3'-0" BELOW FINAL GRADE) (MIN. 3'-0" BELOW FINAL GRADE) Gj o��y J. CO f✓ �j' BDK #5 RE #5 REBAR L.W. AND _ — — ] f 4 �,��• 4��� HECKED BY: #5 REBAR 24"ac. S.W. C 2624"x12" CONIC. FOOTING 4 CROSS SECTION ,,; f' tLl NiJrgBER VERIFY THE NEW FOUNDATION HEIGHT, TO INSURE THE SUBFLOORS WILL BE AT THE HEIGHT. ����4 U� SCALE: 1/4" = 1'4' NOTE: THE NEW SUB FLOOR IS TO BE 4" AND THE CROSS SECTION A,P �t"' 201 EXISTING THICKNESS IS UNKNOWN C i7/� SIota�`- A201 SCALE: 1/4"= 1'-0" 201 DOB NUrABER: CF 1 Y k ©KEHL^DESKIN-ASSOCIA-IES. .w €