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HomeMy WebLinkAbout51851-Z o4, souTyO! Town of Southold * * P.O. Box 1179 �0 53095 Main Rd 00 tm�,�` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46978 Date: 04/15/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 3870 Bridge Ln Cutchogue, NY 11935 Sec/Block/Lot: 84.-5-9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/14/2025 Pursuant to which Building Permit No. 51851 and dated: 04/21/2025 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 to an existing single-family dwelling as applied for. The certificate is issued to:, David Zuhoski, Jacqueline Zuhoski Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51851 9/10/2025 PLUMBERS CERTIFICATION: Jose Jimines 9/5/2025 �uthoke) Signat e OF SO�lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 COUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Zuhoski Address: 3870 Bridge Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 51851 Section: 84 Block: 5 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical License No: 3897ME SITE DETAILS Office Use Only Indoor W Basement 5-0 Service (- Solar (- Outdoor I✓ 1st Floor rv- Pool F Spa f Renovation r- 2nd Floor 5-0 Hot Tub F Generator (- Survey MF Attic F Garage ri Battery Storage rr INVENTORY Service 1 ph F Heat Duplec Recpt 20 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph F Hot Water GFCI Recpt 3 Wall Fixtures 7 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures Other Equipment: LED Mirror(2),W/D Notes: Second Floor Bedroom, Master Bedroom on First Floor, Laundry Addition & HVAC Inspector Signature: X Date: September 10, 2025 Sean Devlin Electrical nspe"or sean.deviin(a-town.southold.ny.us 3870BridgeAdd.Reno Town Hall Annex �� y,A Telephone(631)765-1802 54375 Main Road 4cm � P. O.Box 1179 tCn ar D EC E g W E Southold, NY 11971-0959 v® _ � Ib S E P 10 2025 FOJ BUILDING DEPARTMENT 13uliding Department TOWN OF SOUTHOLD `sown of Southold CERTIFICATION Date: Building Permit No. Owner: 6 (Please print) ,,. Plumber: ��� Tk lrme� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. P {:lumbers Signature) Sworn to before me this PAUL'C'.CAPERNA day of 20� NOTARY(�113tIC,STATlr OF NEW YORK Registration No. 01 CA6151160 Qualified'in Suffolk County. County Commission Expires Au 14'-70 Notary Public, k— County Of SOU o�c TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51851 Date: 04/21/2025 Permission is hereby granted to: David Zuhoski 3870 Bridge Ln Cutchogue, NY 11935 To: Construct additions and alterationsto an existing single-family dwelling as appliedforto include a first and second story addition and first story laundry/mudroom. Premises Located at: 3870 Bridge Ln, Cutchogue, NY 11935 SCTM#84.-5-9 Pursuant to application dated 03/14/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $770.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $870.50 Building Inspector �o�apf SOUTyO6 t/ 1 V dF. SOUTH VW / / �* TN LD UILDI D . co rm,�a� 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 [ ]. P E C/O [ ] RENTAL MARKS: V' a OA GL ) A v n 4 l ' 46 '- DATE INSPECTOR ef so � o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ A41NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0044bl-Al- kl tpa�� Ole- 44., DATE INSPECTOR pF 50Ulyolo �&70 / * a)6 * rF OUTHOLD BUILDING DEP . 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 fAl PRE C/O [ ] RENTAL REMARKS: 91 ,8A C,Y+ 4- loyj A,4 ot DATE ANSPECTOR r FEE LULJ N. J. MAZZAFERRO P.E ! 1 M AY 1 3 2025 w . PO Box 57, Greenport,N.Y. 11944 Dull li Pg, Der c0:mant Phone- 516-457-5596 Consulting Engineer May 2, 2025 D_ esiQn, Construction Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Zuhoski 3870 Bridge Lane Cutchogue,N.Y. 11935 District-1000, Section-84. Block-5 Lot-9 Building Permit Number—51851 Inspection—Footing—Pier-Reinforcement On 4/30/25, I inspected the construction at the noted location. The inspection covered the footing and reinforcement for the addition to the existing residential structure. The areas inspected included the excavation, reinforcement, and footings of the addition. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier 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. le,0 NEW Mq 'py. Nicholas J. Mazzaferro, P.E. o 057�9� �=`v �OFESSIONP� M AY 3 2025 N. J. MAZZAFERRO, P.E. PO Box 57 Green port,N.Y. 11944 p J Rj2-o Ld Phone- 516-457-5596 Consulting Engineer May 12, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Zuhoski 3870 Bridge Lane Cutchogue,N.Y. 11935 District-1000, Section-84. Block-5 Lot-9 Building Permit Number—51851 Inspection—Footing,Foundation Wall and Damp Proofing On May 5, 2025, I inspected the construction at the noted location. The inspection covered the footing and foundation for the addition to the existing residential structure. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. On May 9, 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 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, Q N tV applicable codes of the IRC,NYS and Southold Town Building Codes. ACE 5 A Nicholas J. Mazzaferro,P.E. e W e3,�, �.�►aNP� m�! C V N. J. MAZZAFERRO, P.E. JUL 1 4 2025) - "I PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Building Department of soutlroold Consultin,JV ngineer July 12, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Zuhoski 3870 Bridge Lane Cutchogue,N.Y. 11935 District-1000, Section-84. Block-5 Lot-9 Building Permit Number—51851 —Insulation Inspection On July 10, 2025, I verified the insulation and caulking installed at the noted location. The inspection covered the exterior and interior walls and the ceiling/roof for the alterations. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by general contractor. Insulation provided rated as R-30. Additional insulation provided in basement perimeter box beams. Result-The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation was installed in compliance with the IEC Code for Existing Buildings, in particular Section R503 Alterations; Paragraph R503.1.1 Building Envelope. The insulation provided was done in compliance with the applicable sections of the I , NYS and Southold Town Building Codes. *0 N fW r F Nicholas J. Mazzaferro, P.E. ; c V a AROFfSS10NP�� � C E N. J. MAZZAFERRO' P.E. Ju� 4 2025 PO Box 57, Greenport,N.Y. 11944 � 1 Phone - 516-457-5596 ,nt Consulting Hhginee6,tj,,,1, June 12, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Zuhoski 3870 Bridge Lane Cutchogue,N.Y. 11935 District-1000, Section-84. Block-5 Lot-9 Building Permit Number—51851 —Framing Inspection On June 11, 2025, 1 inspected the construction at the noted location. The inspection covered the framing for the addition and alterations to the existing house structure. The areas inspected included the first floor, second floor and roof of the structure. 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. P w 0 �►oop" Wit, v � Q M V N. J. MAZZAFERRO, P.E. ��� � 4 PO Box 57, Greenport,N.Y. 11944 02025 Phone - 516-457-5596 13U11 yg 0 Consultingg � � June 12, 2025 Design, Construction, Ins'Akftl n Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Zuhoski 3 870 Bridge Lane Cutchogue,N.Y. 11935 District-1000, Section-84. Block-5 Lot-9 Building Permit Number—51851 —Rough Plumbing Inspection On June 11, 2025, I inspected the construction for the additions and alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV— System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required. New installation is connected to the existing system. 2—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. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold 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. OF sp y Nicholas J. Mazzaferro, P.E. 0y�� No 05,d ' OA�O�ESS04P~�� FIELD INSPECTION REPORT �ATE COMMENTS FOUNDATION (IST) ------ qt ---------------------------------------- FOUNDATION (2ND) .........------ ---------- ROUGH FRAMING& PLLTMBING INSULATION PER N. Y. STATE ENERGY CODE lee," of FINAL ---------- ADDITIONAL COMMENTS 0 V'e c Q %A- -c C 1/4-t ------------ 41 ------------ ------- .............. ----------- S%JFFUtI(4,OGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDING PERMIT ® EC E PYE 1 (� For Office Use Only PERMIT NO. I V Building Inspector: MAR 13 2025 tplications and foams must be filled out in their entirety. lncomplete.`: Building Department applications will not be�accepted: Where the Applicant is not the owner,arr Town of Southold Owner's Authoraation form(Page 2)shall be completed Date: 63—I S-2 ,.OWNER(S)OF PROPERTY: Name Dw SCTM#1000- L, Project Address: 34j�70_ `iS2t_r_c4E L,4Niff Co lCH ( Phone# 31._...wr7'_q0._..CoO ....._____._.-u.. Mailing Address` SC3 r7() KlDC� ,L_AMi51 e.v7-cHo9vF,__./Vy__.._//?-TS______ CONTACT PERSON. Name: _�Z2�iT_ )�C�N�—_ K�NL 1SES141,4 ASsOC_. LLC . Mailing Address_ �(o� ZASM 1 Nr'=• L- I ._� (�lfi H C��-�__ ._y �(.1171 Phone#: (j3( _ —132 `-7 Email: DESIGN PROFESSIONAL INFORMATION Name._1�. .L�__......� ._--__mo--L_._._A S_L 1 -f SSUC- --1`L-C. • _ g Mailin._Address_.-.--. .._..SO171('JEBL_._____.._____- Phone#_ 631- Y33 -- ®�y Email:��5��(g-5q c7 c ON�� CONTRACTOR,INFORMATION , Name: o Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ;&ddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes �fio 1 PROPERTY.INFORMATION. property: use o property:of use n Existig e p - Intended z..__. _ .SIN. �. ��.._... .. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AP.,, this property? ❑YesXNo IF YES, PROVIDE A COPY. Check Box After.Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by. Chapter 2360 the,Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant tothe Bwlding zone Ordinance of the Town of:Southold,suffolk,County,New York•and other applicable Laws,Ordinances or Regulation's,for the,construction_of:buildmgs add tlons,alterations or for.remoVal ordemoRion as herein;described.The applicant agrees to e'omply with all applicable laws,ordinances,.buildmg code, housing code'and regulations and to admit authorized inspectors on premises and in bbilding(s)for-necessaryinspections.False statements made l ereinare punishable as a Class A misdemeanor,pursuantto Section 210.45 ofthe New.York State Penal Law Application Submitted By(pri t name): 1��z`� �, µ` Muthorized Agent ❑Owner Signature of Applicant:wl --� Date -.--- CONNIE D.BUNCH' STATE OF NEW YORK) Notary.Public,State of New York No.0 1 BU6185050 SS: Qualified In Suffolk County pa 7 COUNTY OF SJF �t ) Commission Expires April 14,2 E5,20--T D , Kit-}` being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A (Contractor, gen ,* orporate 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 11119AC F ,20 Z� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Buildins Deparhnent Application AUTHORIZATION (Where the Applicant is not the Owner) 1, -Iwa ZLd'l'0 6 residing at -N'I'D —Pr Ckle LLne., (Print property owner's name) (Mailing Address) 'L-Clqdq tj e N do hereby authorize —� (Agent) to apply on my behalf to the Southold Building Department. MarCh 13�aD;6 (Owner's Signature) (Date) —David Z&1064 (Print Owner's Name) r 'EVE Is Q o25 �Osu¢¢pl�.. APR BUILDING DEPARTMENT- Electrical Inspector �eP a�en4 TOWN OF SOUTHOLD gultdte�4 Tovi�o~�B,QutTOWn Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765=1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Zia Company Name: -7`15�S L -rc 1 c- ::77(1_C . Electrician's Name: ��M a�S5 c-5 License No.: Elec. email: Elec. Phone No:G& - g 3 5- 13 :39 ❑I request an email copy of Certificate of Compliance Elec. Address.: K �W cS ST C��ei' 1�L©C I C, lzes N� / 9 3 JOB SITE INFORMATION (All Information Required) Name: ®AV i e 2u I-tos IC, Address: '3u-?o g210 6e Lw Cross Street: LA Phone No.: 651 -'1 y O- to C335 Bldg.Permit#: email: Tax Map District: 1000 Section:W7 Block: Lot:- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES[O'NO ❑Rough In ❑ Final Li 19'L 17S Do you need a Temp Certificate?: 0/YES ❑ NO Issued On Tr1\ 2, CrYVAA\6 Temp Information: (All information required) Service Size Er, Ph❑3 Ph Size: aCd A # Meters Old Meter# ❑New Service❑Fire ;1712 ct❑Flood Reconnect❑ IService Reconnect Underground❑Overhead # Underground Laterals H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION �� �� r`(. * 109 g85 �O�s�FfOIKc�G BUILDING DEPARTMENT-Electrical Inspector CO .0 x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol �a0 Telephone (631) 765-1802 Temporary Certificate # l a Date of 2025 Customer Name ZUh g % Electrician Name j } EEC Inc Address -1 �y u Phone (3 ,3j e-mail e-mail j 6GS Phone (031 License# Size OO A Phase I Overhead Underground ✓ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N y 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. f Authorized by �,, OSVfFoic BUILDING DEPARTMENT- Electrical Inspector x ��' OGy�` TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 cn � Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/17/25 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 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Zuhoski Address: 3870 Bridge Lane, Cutchogue Cross Street: Rt 48 Phone No.: Bldg.Permit#: 51851 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition, renovation Square Footage: 1500 Circle All That Apply: KSr if oZ� Is job ready for inspection?: R1 YES ❑ NO ✓ Roug In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 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 M 1 2 F1 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION rct,w- 1 ► 0321 g� SI as-) 11, sb,- BUILDING DEPARTMENT- Electrical Inspector f`�1O �oG %, TOWN OF SOUTHOLD -�` ; Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4,, 40- Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/17/25 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 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Zuhoski Address: 3870 Bridge Lane, Cutchogue Cross Street: Rt 48 Phone No.: Bldg.Permit#: 51851 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition, renovation Square Footage: 1500 Circle All That Apply: V,& to ac Is job ready for inspection?: 0 YES ❑ NO �Roug In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-� 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 N Additional Information: PAYMENT DUE WITH APPLICATION (�-1 ?--,< POa( A IUD Pec,� l 1 d32-I PERMIT# Address: Switches Outlets GFI's 1 Surface Sconces H H's 1 UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel C� Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ` Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i i l Albert J. Krupski, Jr. ,��°s FFQIr PTO RIMMA\T]E]E. SUPERVISOR y I\\1[A\1vA\G1E1\M11EN"]F SOUTHOLD TOWN HALL-P.O.Box 1179 y' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold 1 y► CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) it- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) i�i ll NAME: � ts, KITN L_ Date: (Print)' III (Signature) ;i Contact Informati z: (3!- y33 -?Dd -f (E-Mail&Telephone Number) Property Address / Location of Construction Site: S.C.T.M. #: 1000 /c?� District � ' euictcc�� /ICY . Section Block Lot Ji j TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _Q Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly j to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit II DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. it ' I ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. / )R Reviewed By: / G ?�"- ` Date: wo S FORM # SMCP-TOS December 2024 r �C �� vPc 3 �� � r Cool 9�0 .` ��0� l oi. O/l C 204 � o 0 C7 33' O IN Boos- rw -*-31 z16 , a ,, INED4 I-.AO N IM-1 m ut O�<</ LIE-. Aj r�EA cOt� C = NP—W M S g��2a�� ADs,t►1�11 �. i .33 DOS � /1 a,,s• �y��,yE ra3• 1 \� P ZrF A,)- AV, e�j F< , ySSc I oay. . supp EN.tC t fltfN11'Y HEALTH ;jab. SINGLE FAMILY�WVLtMe lteF.ma P DATEOW `++� M�MAYa E BEEN AND1PjA'1"�8 SUPPLY FACILMES PAA Is FAD' 8E TISF lt�SPEC1'I:O 8Y THIS DEPARTMENT Aa1p 3• �Q P�v ow of t+@E Managf nt Sction SURVEY FOR DAVID ZUHOSKI a JACQUELINE ZUHOSKI LOT -17 ISMAR ACRES NOV 21, 1986 r� APR. 17,1986 AT CUTCHOGUE DATE AUG. 6, 1985 TOWN OF SOUTHOLD SCALE I" = 50' SUFFOL'K COUNTY, NEW YORK NO. 85-867 *UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANT t OOF N SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW AMER AFJ ${j NCE CO, *COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOA'S INKED SEAL OR EMBOSSED SEAL SHALL (O -IO NOT BE CONSIDERED TO BE A VALID TRUE COPY SOUAV B MGUARANTEES INDICATED HEREON SHALL RUN ONLY TO DA A E OS I HEALTH DEPART14ENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED Q AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- NEAREST WATER to 10—NIL= *SOURCE OF WATER- PRIVATE—PUBLIC— MENTAL AGENCY AND LENDING INSTITUTION LISTED 41, :SUFF CO.TAX MAP POT 1000.SECTION a-BLOCK_QS_LOT 09 HEREON,AND TO THE ASSIONEES OF THE LENDING :THERE ARE NO &#ELLINGS WITHIN 100 FEET OF THIS PROPERTY IFISTItUTIOT. GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT WA y0 *THE WATER SVPPLi AND SEYE DISPOSAL SYSTEM FOR THIS RESIDENCE *DISTANCES SHOWN HEREON FROM PROPERTY LINES OF HEALTH lE1tVICEf. y ALTHORN TO THE STANDARDS Of THE SUPFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC 0 OF H PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANTS PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS L ' �OSTRANDER EYOUAG & � OUNG RHEAD, NEW YORK NOTE: • = MONUMENT 6 = STAKE SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF ALDEN W YOUNG,PROFESSIONAL ENGINEER SUFF COON MAR.13,1973 AS FI LE NO. 5872 AND LAND SURVEYOR N.Y_S.LICENSE NO.12845 *THE LOCATION OF WO.L(WI,SEPTIC TANK(STIQ CESlPDOLS(CP)fNOWN HEREON HOWARD W.YOUNG, LAND SURVEYORN.Y.S.LICENSE NO 45893 '�►ARE FROM FIELD OBSERIMTIONS AMOR DATA OBTAINED FROM OTHERS BRANDIS & SONS INC. 1046 r 1 Generated by REScheck-Web Software Compliance Certificate Project Zuhoski Residence Energy Code: (:Fu�c �oquDe. Location: New York Construction Type: Single-family Project Type: Addition Project SubType: None Orientation: Bldg. faces 225 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 3870 Bridge Lane David Zuhoski Brett Kehl Cutchogue, NY 11935 3870 Bridge Lane Kehl Design Assoc. LLC. Cutchogue, NY 11935 265 jasmine Lane 631-740-6035 Southold, NY 11971 631-433-9084 ssbn654@optonline.net Compliance: Passes lusing,UA.trade-off Compliance: 13.3%Better Than Code Maximum UA: 30 Your UA: 26 Maximum SHGC: 0.40 Your SHGC: 0.22 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter O Ceiling: Flat Ceiling or Scissor Truss 100 19.0 30.0 0.020 0.026 2 3 Wall:Wood Frame, 16" o.c. 81 21.0 0.0 0.057 0.060 4 4 Orientation: Front Window:Wood Frame 4 0.290 0.320 1 1 SHGC: 0.31 Orientation: Front Window 1:Wood Frame 6 0.290 0.320 2 2 SHGC: 0.31 Orientation: Front Wall 1:Wood Frame, 16"o.c. 81 21.0 0.0 0.057 0.060 5 5 Orientation: Left side Report date: 02/16/25 Project Title: Zuhoski Residence Page 1 of 2 Data filename: Gross Area Cavity Cont. Prop. Req. Prop. Req. Wall 2:Wood Frame, 16"o.c. 81 21.0 0.0 0.057 0.060 4 4 Orientation: Back Door:Glass Door(over 50%glazing) SHGC: 0.18 19 0.280 0.320 5 6 Orientation: Back Floor:All-Wood Joist/Truss 100 30.0 0.0 0.033 0.047 3 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Zuhoski Residence Report date: 02/16/25 Page 2 of 2 Data filename: r 0( .11 V APPROVED AS NOTED COMPLY WITH ALL CODES OF D ATE: a as B.P# CJ I S NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF FE g 70.5� BY M9H0ID TOWN ZM NOTIFY BUILDING DEPARTMENT AT Soumo DTOWN RMNNING BOARD 631-765-1802 8AM TO 4PM FOR THE ;SOURIOLDTOWNTRUSM FOLLOWING INSPECTIONS: N.Y.S.DEC FOUNDATION-TWO REQUIRED SOUTHOIDHPC FOR POURED CONCRETE ROUGH-.FRAMING&PLUMBING ---SCHD INSULATION ELECTRICAL FINAL-CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION DO NOT PROCEED WITH ON LEAD CONTENT BEFORE FRAMING UNTIL SURVEY CERTIFICATE OF OCCUPANCY OF FOUNDATION LOCATION SOLDER USED IN WATER HAS BEEN APPROVED. SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. Mechanical Ventilation system shall be required PLUMBING per NYS Energy Code ALL ING WASTE &WATER 13 LINES NEED TESTING BEFORE COVERING Must provide Manuals DI,J and S as per NYS Energy Code Provide windborne debris protection for new exterior glazing on buildings as per Blower door NYS Code. and ductwork testing required+ RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE TRUSS PLACARDING REQUIRED Fire separation . . .required as per NYS Code New York State Law You Must Call 811 Before You Dig GENERAL NOTES: ' or r% r =, `�'�i, � ,� gvre SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �,:� General Notes: � ' �:/ate � �%G,%%,,;:/%�•;�'��' CO �� T R A, CTO R N 0 T E S l i .. 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. GENERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. %// � _ __ � � H Lit % ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design a consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 hone: 631 433-9084 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 nnanufacturer. P AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,NewYork 11971 E-Mail: ssbn654Caoptonline.net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 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. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. -r_ Kehl Design Associates,LLC o formerly D A K 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 FIOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION, ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WH Fb 825 PStO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUI'-_DING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR g PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE: PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONT-ROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 9 Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB.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 VNORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to 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 loco) 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. HARMILESS 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 PLAIN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROIUTING 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 DISCONNJECTIONS, 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 ROIUTING 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. 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 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 ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MOrIOXIDE 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. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 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. 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 PROTEECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115i. 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 DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE 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 Z/g INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION s UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDFRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. ( ) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHIMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS 5,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R3(01.2(2) OR ASCE-7, WITH THE PERMANENT - - AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE` 20 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 � `,.PACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE �k 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 EACI� CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED VITH `_IXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED VwtIS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE f - NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY 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) R301 DESIGN CRITERIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ) V B GUARDS AND HANDRAILS 200h FASTENER TYPE (PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL WFCM < 4 FEET SPANS 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE ( ONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 2) AISI STANDARD FOR COLD-FORMED STEEL GUARD IN-FILL COMPONENTS f 50 h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED FRAMING - PRESCRIPTIVE .AND TWO FAMILY DWELLINGS,ME(AISI OINE- HEIGHT AND FIRE AREA AISITHOD FOR-S230) NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 :;DESIGN' AND PASSENGER VEHICLE GARAGES PAS a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF 3) ICC STANDARDS ON •THE HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTION OF LOG STRUCTURES (ICC400) NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS WITH 2 16 16 16 THE HIGHEST ROOF SURFACE 30 Ya INCH DIAMETER L W- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 3 STORY BASED ANCHOR WITH 2 = 17'-6" AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER CHAPTER 5 OF THE STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, 2020 BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 IN, 1 r-nile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 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 23'-81" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. ZUH®SI�I APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedlment length of 2 inches minimum into RESIDENCE 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 frrom the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATINGOR R R ITHIN ASSUMED UHE PLANE RECTANGLE THE 42 INCHES THIS LIVE BY 24 NEE INCHES I ASSUMED WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 3870 BRIDGE LANE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. C UTC H OG U E NEW YORK ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER , c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATIION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES SCTM# 1000-84.-5-9 WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK DRAWING TITLE: e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 289 s 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 Mandatory" GENERAL NOTES q FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSER`,fQTION CODE AND EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. NEW FIRST FLOOR 189 sq.ft. (NY)TABLE R402.1.2 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA b c THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL 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 , IRWALUE WALL R-VALUE SPACEa DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN sRGcb,e R-VALUE R-VALUES R-VALUE 6DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL NEW SECOND FLOOR 467 sq.ft. THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h E/13 191 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL DESIGN PROFFESSIONAL ASSUMES No LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 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 installed in a cavity which is less SEAL: DATE: 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 insulation shall not be less than the NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. JANUARY 07, 2025 BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to, all glazed fenestration. PROJECT NO: 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the (home or R-13 cavity insulation at the 1186-2025 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement wall. MAX HABITABLE STRUCTURE ALLOWED A r DRAWN BY: SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 0� "15/19" means R-15 continuous insulation on the interior or exterior of the horme or R-19 cavity insulation at the G? ��� HQ BDK NEW DECK NA MEMBER DEPTH. O` O interior of the basement wall. "15 19" shall be permitted to be met with R-13 ccavit insulation on the interior of the � � � CHECKED BY: COVERED PORCHES NA / P y NOTE: LOT SIZE I 1 .11 ACRES = 48 351 .60 SQ.FT. basement wall plus R-5 continuous insulation on the interior or exterior of the hiome. "10/13" means R-10 continuous �;? �l THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 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 thie interior of the basement wall, POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. =?° SHEET NUMBER: d. R-5 shall be provided .under the full slab area of a heated slab in addition to t:he required slab edge insulation � �,�.��•� � ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to MAX HABITABLE AREA ALLOWED IS 51100 SQ.FT. FOR LOTS UP TO 80,000 SQ.FT. PLUS 5% OF h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab ��� NEW LAUNDRY MUD RM. 100 sq.ft. SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE LOT AREA ABOVE 40,000 SQ.FT. = 417.6 SQ.FT. J �-`` G 1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved v IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved fE � � ��NA ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. THE TOTAL ALLOWABLE HABITABLE HOUSE AREA = 5,517.6 SQ.FT. (a) WITHOUT STORAGE g. Alternatively, 'insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so 13+5" means R-13 cavity insulation TOTAL HOUSE HABITABLE AREA INCLUDING THE NEW ADDITION = 3,242.14 SQ.FT. DOB NUMBER: OF plus R-5 continuous insulation. AREA STILL ALLOWED FOR FUTURE ADDITION = 2,275.46 SQ.FT. 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. 0 KEHL-DESIGN-ASSOCIATES, LLC SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION " % %, „ USE A MINIMUM OF r,;. ' �i;,j/r/ %: r1,/ !-"TWO 8d NAILS THIS !l/.,: I'll"��// ';"s/ %/', % �r/,:. r/ '1?, :. SIDE OF TRUSS, I I J O L T S 2 0 O %/i / _ DOUG-FIR LARCH S0. PINE UPLIFT r. ALLOWABLE LOAD33 160 WITH 8d NAILS ° o o PROVIDE 1 HGAJOIS ON //; ° i tzLOAD - FASTENERS ° ' � - , LATERAL TOTAL FOUR o / // E1Y_ WITH �� O SIDE OF CEILING JOIST %r'"�' � � MODEL GA UPLIFT UPLIFT CODE AND ON SIDE OF RAFTER / ✓- ( / ) REF. NO. TO AVG - - - RAFTERS/ TO TO ULT. NAILS INTO TRUSS m TRUSS PLATES STUDS (133) (160) , Fz (133& - STU $$ ° �.,/ NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _ - TAKE-SIMPS N o v- 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 %-H6 16 8-8d 8-8d 3983 915 950 650 5, 44 i residential & commercial design a consulting - I DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ART "x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER PO,Box MODEL GA AVG 2 CODE 8N INTO o / phone: (6311 433-9084 N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES WIDTHSPAN L QTY DIA 1 2 I Southold,New York 11911 E Mail: ssbn654@optonline.net �" " 2 " 3" 3J" 1J" 2" 21" 3" 3J„ o° L EIGHT > 8d NAIL SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO LFTA 16 2}" 17" 3811" 16-10d - 4200 1205 1400 5, 44, 85 STUD DOUG-FIR LARCH / SO. PINE °° OWNERSHIP & USE OF DOCUMENTS: FASTENERSz ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 1�" CODE These drawings and specifications including the ULT. REF. N0. 10d tOd x 1}" (133 / 160) (133) (160) L S T A °° LFTA 21 ° ideas, design are the property of KEHLpDESIGNd MTS16 ° Simpson Strong-Tie ASSOCIATES, LLC. No part thereof shall be 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° o° copied, disclosed to others or used in connection • HGA10 with any work or project other than for which ° ° o, ° MTS20 20 14-10d 14-10d x IJ" 3116 1000 840 1000 3, 41, 128 ART J'x12 °° DETAIL "K" they have been prepared without written consent. 0 0 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 COUPLER NUT DETAIL "Ell °e STU 8"- © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR DOUG-FIR-LARCH EClual number of ° �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL TYPE OF DIRECTION OW PINE CODE specified nails in °° TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ALLOWABLE LOADS REF. each end Simpson Strong-Tie WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE MODEL TON NEC- OF LOAD FLOOR ROOF (133/ (100) (1zs> 16o SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT I CS 6 g ART5"x12 G 515 645 67o TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" 8 H 515 645 670 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSt""(DF/SP) (133) HOLDOWN HOLDOWN ARTSs"x12 STUD DEFLECTION DEFLECTION CODE 8 MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST ° MACHINE AT HIGHEST REF. °°o° N0. BASE BODY + ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE HB SB W H 8 SO CL DIA5•a BOLTS ALLOWABLE LOAD DESIGN o GA GA QTY DIA 1�" 2" 2�" 3" 3�" 5�" DOADGN WHEN RAISED OFF °o° Acceptance of these drawings does not authorize the right to THEPAT ° build without the authorization of local governing agencies, such HD2A 16 12 4a" 2J" 2J" 8" 2&" il. 1 2 F' 12150 1555 2055 2565 2775 2775 F276TOO.058 0.077 2, 43, 82 ° ° as Suffolk County Dept. of Health Services, Town Building ° ° Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS and requirements with such agencies prior to construction. NO. W L STUD PLATE ULT. OF / SP CODE (133)z (160) REF. SP4 3$" 71" 6-10d x 1�" 2917 735 885 7 40 127 v WORK NOTES: MODEL R301 DESIGN CRITERIA AS PER THE DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °NO. GA yy L NAILS FLOOR (133) (160) REF. 00 2020 RESIDENTIAL CODES OF LSTA21 20 1 21 16-10d 905 1 1205 1295 7, 40, 90 o° NEW YORK STATE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N A FLOOR REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, w L NAILS 100 (133) (1so) Simpson Strong-Tie STU 8 AND PARTS THEREOF SHALL BE CONSTRUCTED TO 18 MSTA24 1 24 1 - d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MODEL FASTENERS NO, L END , 2 SPACING REF. HD�A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) oc• TAKE-UP WASHER LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hopson Strong-Tle PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE THE BUILDINGS AND STRUCTURES IN ACCORDANCE DIMENSIONS FASTENERS ON. D -FR AR H I A WA A NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 7� NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL nFn IN A SYSTEM THAT PROVIDES A COMPLETE LOAD ULT. PATH THAT MEETS THE REQUIREMENTS FOR THE 1od 16d (133) (160) 10d 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 4$" 2 4 4 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN -i6d -16d 6076 1140 1160 -loon 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT THROUGH THE LOAD-RESISTING ELEMENTS TO THE HU5210-2 14 38" 9 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 1 ARTJ-x12 FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS STU 8 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE N0. GA AVG (133/160) REF. SIMPSON DEEMED TO COMPLY WITH THE REQUIREMENTS OF TAKE-UP WASHER THIS SECTION, ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDST"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE USE A MINIMUM OF MTS16 SP4 ° THIS CODE AND THE LIMITATIONS HEREIN. WHERE TWO 8d NAILS THIS MTS16 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SIDE OF TRUSS. HD2A CNW- �• m /COUPLER NUT THESE STANDARDS, THE DESIGN SHALL COMPLY TOTAL FOUR SE A MINIMUM OF 8d NAILS INTO TRUSS STU TWO 8d NAILS THIS 4 WITH THE BUILDING CODE OF NEW YORK STATE. LSTA21 ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL SIDE TRUSS, - ,> ° SIMPSON SIMPSC]N TOTAL FOUR ° /• ° ® o° TAKE-UP WASHEREd Strong-Tie (WFCM) ----- INTO TRUSS LSTA21 HUS210-2 ( 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ]CC STANDARDS ON THE DESIGN AND i n ® CONSTRUCTION OF LOG STRUCTURES (ICC400) TWO ° ° F1 I•;I 8 TO AIL REV:I PLATES EIGHT °o TWO o 8d NAIL 8d NAIL o INTO INTO ° DETAIL "A" STUD Simpson Strong-Tie PLATES °0 H7 EIGHT PROJECT: 8d NAIL o INTO 0000DETAIL I'D" DETAIL "G" STUD Simpson Strong-Tie DETAIL "T" H7 Simpson Strong-Tie 0. ZUHOSICI LFTA LFTA °° BP ROD SYSTEM DETAIL "L" LFTA ° ° RESIDENCE ° Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 3870 BRIDGE LANE 1' 0„OFF DEEPA POOLS x 4' DIA LT=12.58' ROOF per vertical ft. C U TC H O G U E, NEW YO R K I ' 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-84.-5-9 I•, l� 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 DRAWING TITLE: I ' NOTE: TOTAL ROOF AREA OF HOUSE = 2704 sgfft ROOF AREA = 289 sq/ft TOTAL ADDITION TO THE HOUSE SIMPSON WINDLOAD ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LTP4 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS CHARTS & CALCULATIONS LTP4 V = AXRxc V = A x R x c A = 2704 sq/ft A = 289 sq/ft / STRONG-TIE DETAILS „ / DETAIL C„ R = 2" RAINFALL = .17 ft R = 2" RAINFALL = .17 ft PLUMBING DIAGRAM Simpson Strong-Tie C = COEFF, = 1.0 C = COEFF. = 1.0 AND Floor-to-Floor Connections LTP4 LTP4 V = 2704 x 1 x .166667 = 450.68 C.F. V = 289 x 1 x .166667 = 48.17 C.F. DETAIL "B" Ridge Strapping ROOF RUN-OFF CALC. Simpson Strong-Tie Detail 450.68 / 42.25 VERTICAL FT. / FT = 10.7 V.F. 48.17 / 42.25 VERTICAL FT. / FT = 1.14 V.F. NOTES: Floor-to-Floor Connections 1st FLOOR I( 3" THROUGH ROOF II 3" THROUGH ROOF 1st FLOOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE USE (4)8' DIA. POOL 3'-0" DEEP = 12 U.F. USE (1)8' DIA. POOL 2-O DEEP = 2 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 0R OR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY � 3' 2" 2' 2"EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 2.. POMERROOM 450.68 / 22.3 VERTICAL FT. / FT = 20.2 V.F. 48.17 / 22.3 VERTICAL FT, / FT = 2.16 U.F. UNFORESEEN FIELD CONDITIONS AND DESIGN PROFFESSIONAL ASSUMES NO FOR OMMISIONS DUE TO UNKNOWN OR LIABILITY BILITYOR 0NS BASED UPON COMMENTS NOT 3' MASTER 3" 2" USE (4)6' DIA, POOL 5' DEEP = 20 U.F. USE (2)6' DIA. POOL 2' DEEP = 4 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. N❑ SUBSTITUTIONS BATHROOM 2•• UNDR SEAL: DATE: s f ROOM 2 st FLOOR POOLS TO BE PLACED ON OPPOSITE SIDE OF POOLS TO BE PLACED ON OPPOSITE SIDE OF JANUARY 07, 2025 All framing hardware shown on these plans, FLOOR , 3 2 2 PROJECT NO: 2.. 2 2 HOUSE AND/OR LEADERS TO BE PIPED TO HOUSE AND/OR LEADERS TO BE PIPED TO un ess otherwise indicated, is Simpson Strong-Tie, 3• 3•' No substitutions are approved or authorized, - 1186-2025 Due to the relationshi s of framing hardware to 3' 3.. 3" POOLS (1/2 OF THE ROOF TO DRAIN TO EACH POOLS (1/2 OF THE ROOF TO DRAIN TO EACH p gVENTPOOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC . \ DRAWN BY: AB O�/E GRADE 6 / �'� '� the other components of the structure, any framing 0.q. C.O. 4'b.0• ,�, - i BDK p C. 4" CI TI SC GEAPPROEVNEID SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). / `f=,J CHECKED BY: hardware substitutions well render these fans 3 3' 4 4 a null and void, and will result In the installer/contractor {� 9 HOUSE assuming responsibility for the design and TRAP _ n_ performance of the entire syste , ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA NOTE: DE MINIMUS ADDITIONS '' SHEET NUMsystem, st 1st FLOOR WHERE TRAFFIC IS TO BE PRESENT. FLOOR < 1000 SQ.FT DO NOT REQUIRE -- `�> :.:•�e �> � � IF A MULTIPLE POOL SYSTEM IS USED AROUND THE THE INSTALLATION OF DRYWELLS ���")j' � ` *W G 2 HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL AS LONG AS ALL RUN-OFF IS CONTAINED ON THE PROPERTY PLUMBING RISER DIAGRAM (NTS) BE DIVERTED TO EACH POOL. Doe NUMBER: of 0 KEHL•DESIGN•ASSOCIATES, uc r T 1EL KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 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 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such I as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, Location of Mudroom, and requirements with such agencies prior to construction. Laundry Room and EXISTING Powder Room Addition FAMILY ROOM WORK NOTES: EXISTING EXISTING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF I BATHROOM BEDROOM NEW YORK STATE � — — — — — — — — — — — — — EXISTING EXISTING TO BE CONVERTED R301.1 APPLICATION BUILDINGS AND STRUCTURES, DINING ROOM KITCHEN INTO NEW AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MASTER BATHROOM 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 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 o AS AN ALTERNATIVE TO THE REQUIREMENTS IN NEW SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE MASTER BEDROOM 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. EXISTING EXISTING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL GARAGE LIVING ROOM (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ]CC STANDARDS ON THE DESIGN AND EXISTING I CONSTRUCTION OF LOG STRUCTURES (ICC400) FOYER I REV: I Location of Master I Bedroom Addition I I I 301 I 30 PROJECT: ZUHOSKI RESIDECE 3870 BRIDGE LANE 00 CUTCHOGUE, NEW YORK SCTM# 1000-84.-5-9 DRAWING TITLE: EXISTING FIRST FLOOR PLAN 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 EXISTING FIRST FLOOR PLAN DESIGN FESSIONAL ASSUMES NO LIABILITY FOR OMM DUE TO UNKNOWN OR UNFORESEENEEN FIELD CONDITIONS AND OR ADDITIONS BASEDD UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= V-0" SEAL: DATE: JANUARY 07, 2025 EXISTING WALLS PROJECT NO: -- -- 1186-2025 c,' ; : _ �• DRAWN BY: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE BDK 2020 RESIDENTIAL CODE OF G ✓';` CHECKED BY: NEW YORK STATE I' SHEET NUMBER: ALL HEADERS ARE TO BE - (2)13/"X 9%" LUL UNLESS "},,\ .4 a Al 01 OTHERWISE NOTED t'-"' �,� SS O. NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN•ASSOCIATES, ur i a j � �_ _JDitS j: - ICI pIffl I KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 10'-0" 23'-1� 3'- These drawings and specifications including the ideas, design and arrangements represented -4" -4" therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Qo M © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ENSURE FOUNDATION HEIGHT IS PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL PROPERLY ADJUSTED TO MATCH COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT EXISTING FINISH FLOOR WITH THE o WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE NEW FLOOR HEIGHT SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 0 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED _ _ _ _ _ _ 1 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. r EX. CRAWL SPACE cD 8" I — — — — — — — — — " " Acceptance of these drawings does not authorize the right to I I c J 00 — build without the authorization of local governing agencies, such I I J U 0 as Suffolk County Dept. of Health Services, Town Building o N N Departments, DEC, FEMA, etc. Verify all conditions, codes, 4" PC. Slab o and requirements with such agencies prior to construction. Pitch �8 lay P� itch o o q 9 F in x 'o o NEW 00 00 > 101/1 CRAWL o s N �Q WORK NOTES: I SPACE a EX. BASE ENT R301 DESIGN CRITERIA AS PER THE I o o ao o C.0 o o; 2020 RESIDENTIAL CODES OF — — — ,— — — — — — EX. CRAWL SPACE o EX. BASEMENT EX. BASEMENT o N o N NEW YORK STATE R = N = R301.1 APPLICATION BUILDINGS AND STRUCTURES, L — — — — — —T— — — — — — 22'-0" x -1 x AND PARTS THEREOF SHALL BE CONSTRUCTED TO o �� o , 3 00 Q 3 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD o o °'> o w o QM o o N o o LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ENSURE FOUIIDATION HEIGHT IS w w THE BUILDINGS AND STRUCTURES IN ACCORDANCE PROPERLY ADJUSTED TO MATCH WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXISTING FINISH FLOOR WITH THE IN A SYSTEM THAT PROVIDES A COMPLETE LOAD 1-3/4" LVL Joists NEW FLOOR HEIGHT o PATH THAT MEETS THE REQUIREMENTS FOR THE 3/4" Subfloor TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN No �o co �i THROUGH THE LOAD-RESISTING ELEMENTS TO THE Verify Existing Subfloor ,� o FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE N N �2 N DEEMED TO COMPLY WITH THE REQUIREMENTS OF Verify Height of Existing � � � � THIS SECTION. 2x6 ACQ Sill Floor Joists o L, -J o S - o EX. 2x6 ACQ Sill �1-10" 2-0" 2-0" 2-0" Existing 8" Foundation `` '� 'y �- R301.1.1 ALTERNATE PROVISIONS 0 0 0 o AS AN ALTERNATIVE TO THE REQUIREMENTS IN N CV N N SECTION R301.1 THE FOLLOWING STANDARDS ARE FLOOR SYSTEM DETAIL EX. BASEMENT PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ENSURE FOUNDATION HEIGHT IS THESE STANDARDS, THE DESIGN SHALL COMPLY M PROPERLY ADJUSTED TO MATCH WITH THE BUILDING CODE OF NEW YORK STATE. EXISTING FINISH FLOOR WITH THE N NEW FLOOR HEIGHT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL BP Provide o BP (WFCM) EX. BASEMENT EX. BASEMENT ABOVE 3068 Opening ABOVE 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 o o i I CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: V I 4" PC. Slab I I " V) 15'-4" b IO 0 I o o CRAWL SPACE 30 0 T -2 I I PROJECT: s^ i I 30 71 ZUHOSI - - - - - - - - - - - RESIDENCE - - - - � I N�— I E — — — — — — — — — — — — —W — — — — — — — J ENSURE FOUNDATION HEIGHT IS 3870 BRIDGE LANE o PROPERLY ADJUSTED TO MATCH EXISTING FINISH FLOOR WITH THE C U T C H O G U E, NEW YORK NEW FLOOR HEIGHT 23'-0" 27'-4 16'-, SCTM# 1000-84.-5-9 s'-8" DRAWING TITLE: po NEW FOUNDATION PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ENSURE FOTIDATION HEIGHT IS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT PROPERLY ADJUSTED TO MATCH FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, NEW FOUNDATION PLAN EXISTING FINISH FLOOR WITH THE TJ1110 x 9 1/2" Floor Joists (�16"oc. NEW FLOOR HEIGHT SEAL: DATE: 3/4" Subfloor JANUARY 07, 2025 SCALE: 1/4"= 1'-0" Verify Existing Subfloor �_. PROJECT NO: EXISTING WALLS i� % ,, 1186-2025 J C'0 DRAWN BY: NEW WALLS 2x6 ACQ Sill KVerify Height of Existing PROVIDE HURRICANE STRAPPING c7v �.`'= \ N ACCORDANCE WITH THE BDK �/ 2x10 Floor Joists r ; . CHECKED BY: 2020 RESIDENTIAL CODE OF :,'�„' ,:;:;. EX. 2x6 ACQ Sill Existing 8" Foundation NEW YORK STATE WALL TO BE REMOVED SHEET NUMBER: FLOOR SYSTEM DETAIL A ALL HEADERS ARE TO BE \ 0�,.�,• ��: \�; WALL TO BE MODIFIED 1 02 (2)1 a"X 9%" LVL UNLESS Al 02 OTHERWISE NOTED " �,-`~��r,ji�`' NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL•DESIGN"ASSOCIATES, LLc 12 - ,� KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,net Kehl Design Associates,LLC_o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which �(-9 they have been prepared without written consent. I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT o po 10'-0° WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE -8 -4" 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. 2868� \� -2 I Acceptance of these drawings does not authorize the right to 21/ 2 L 6'-0' AxW31v build without the authorization of local governing agencies, such EXISTING ____ as Suffolk County Dept. of Health Services, Town Building PWDR NEW FAMILY ROOM LAUNDRY ROOM Departments, DEC, FEMA, etc. Verify all conditions, codes, �, N `� ROOM and requirements with such agencies prior to construction. Q ; jI ____ cc NEW WORK NOTES: MASTER BATHROOM R301 DESIGN CRITERIA AS PER THE it C n e EXISTING EXISTING EXISTING 11 I s'-s" ❑ 2020 RESIDENTIAL CODES OF Upp r pets - �-. DINING ROOM KITCHEN BATHROOM NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, A21v EX N AND PARTS THEREOF SHALL BE CONSTRUCTED TO CL. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 2 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 10'-0" \�. ❑ PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF oo M THE BUILDINGS AND STRUCTURES IN ACCORDANCE \� WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE EX 2868 POC' R. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE CL FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE ® DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. N EXISTING EX g N R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN GARAGE CL. o 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 EXISTING THESE STANDARDS, THE DESIGN SHALL COMPLY LIVING ROOM WITH THE BUILDING CODE OF NEW YORK STATE. EX NEW MASTER BEDROOM _ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL CL, (WFCM) EXISTING BP 3143"x 94" LVL FLUSH BEAM _ _ _ BP 2) AISI STANDARD FOR COLD—FORMED STEEL — — — — ( )^ — —_— — — — _ FRAMING — PRESCRIPTIVE METHOD FOR ONE— FOYER ��������'-��� �'- AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND T; CONSTRUCTION OF LOG STRUCTURES (ICC400) NEW DECORATIVEoo NEW REVERSE GABLE CL I N REV: TO BE B ILT ON THE EXISTING ROOF U L._7 13"x 91" IV L CEILING JOISTS @16"oc. VERIFY CEILING LIGHT FIXTURES TO o CLEAR ALL FLOOR JOISTS o 0 � S-10% 3� 301 0 ANEW o % 301 NROJECT: ZUHOSI r O — TW3052 TW3052 RESIDENCE c 4'-8" 3870 BRIDGE LANE CUTCHOGUE, NEW YORK SCTM# 1000-84.-5-9 DRAWING TITLE: NEW FIRST FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EW FIRST FL R PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SEAL: DATE: JANUARY 07, 2025 EXISTING WALLS PROJECT NO: 1 186-2025 PROVIDE HURRICANE STRAPPI;I; /� "f DRAWN BY: ��` 1. l;r E NEW WALLS IN ACCORDANCE WITH THE �n� .�„w" °�� BDK 2020 RESIDENTIAL CODE OF CHECKED BY: NEW YORK STATE �'; � ;. .,;, ,. 1 SHEET NUMBER: WALL TO BE REMOVED ALL HEADERS ARE TO BE (2)1%"X 9Y" LVL UNLESS ` OTHERWISE NOTED Al 0 3 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEIIL•DESIGN"ASSOCIATES, LLc AASSS j{a�, , / _dam, /.... l✓ .; %%� ,.,7 NA ? ; KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which �( they have been prepared without written consent. -9° I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE to'-o" 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. 2868 NEW ❑ \\\ MAST - 2 Acceptance of these drawings does not authorize the right to � 2 BATH[ �0'�M 5 AXW31v build without the authorization of local governing agencies, such LNEW EXISTING as Suffolk County Dept. of Health Services, Town Building PWDR Departments, DEC, FEMA, etc. Verifyall conditions, codes, FAMILY ROOM p N ROOM LAUNDRY ROOM \ ;, an and requirements with such agencies prior to construction. o Q < nQ �� WORK NOTES: C�Dner R301 DESIGN CRITERIA AS PER THE G bets o EXISTING EXISTING EXISTING 2020 RESIDENTIAL CODES of -Uppi r DINING ROOM KITCHEN BATHROOM NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, A21v N I AND PARTS THEREOF SHALL BE CONSTRUCTED TO /J SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 1" _0" - LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, p — I SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD r _ PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN EX Ise •\ THROUGH THE LOAD—RESISTING ELEMENTS TO THE CL. FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. EXISTING NEW R301.1.1 ALTERNATE PROVISIONS GARAGE EX ® MASTER BEDR00 AS AN ALTERNATIVE TO THE REQUIREMENTS IN CL. 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 EXISTING ` THESE STANDARDS, THE DESIGN SHALL COMPLY LIVING ROOM WITH THE BUILDING CODE OF NEW YORK STATE. EX KING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL CL, V (WFCM) EXISTING 2) AISI STANDARD FOR COLD—FORMED STEEL _ _ _ _ _ _ _ _ FRAMING — PRESCRIPTIVE METHOD FOR ONE— FOYER AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NEWN i CL, � REV: 3- 0 0 3y2" II NEW® i 0 \ PROJECT: J 1 CL, ZUHOSKI TW3052 TW3052 R E S I D E IM C E -8" 1 4-8" 3870 BRIDGE LANE 16'-4V2" CUTCHOGUE, NEW YORK SCTM# 1000-84.-5-9 DRAWING TITLE: NEW FIRST REFLECTIVE CEILING PLAN NEW FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EXISTING WALLS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW WALLS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: WALL TO BE REMOVED WALL MOUNTED LIGHT OUTLET 0 110V OUTLET SINGLE POLE SWITCH JANUARY 07, 2025 PROJECT NO: HANGING LIGHT OUTLET /;.. 110V OUTLET FOR TV y.� i ,,. 1186-2025 OTV ,,n SURFACE MOUNTED CEILING OGFI COMBINATION SMOKE & PROVIDE HURRICANE STRAPPING ; DRAWN BY: p 110V OUTLET GFI PROTECTED 951 LIGHT OR 6" RECESSED LIGHTS CARBON MONOXIDE DET. IN ACCORDANCE WITH THE BDK (�f 2020 RESIDENTIAL CODE OF CKED BY: ® 4" RECESSED LIGHTS `H EF 110V OUTLET REFRIGERATOR ASH110V OUTLET WASHER NEW YORK STATE 4 6 LED SECURITY LIGHTS 110V OUTLET STOVE 220V OUTLET STOVE �./ = SHEET NUMBER: STOVE DRYER ALL HEADERS ARE TO BE (2)1O X 9WI LUL UNLESS ,., ` Al 06 OTHERWISE NOTED �;;'�;�-�ct�,,'.•�" SM SUPPLY AIR FROM HVAC UNIT IN CEILING NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF ® SUPPLY AIR THE 2020 FROM HVAC UNIT IN CEILING RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, LLC %� 77 fir,/� �r� / /, /.ram/.,r/ /r.;'r j�"<.S.r •- , KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 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. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF —$y. _$. NEW YORK STATE CLOSET "/2" n CLOSET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO ® SAFELY SUPPORT ALL LOADS, INCLUDING DEAD I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, � 1 7'-0" -1 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 00 THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT N — — — — — — — — — — — — — — — — IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN NEW II _�® r THROUGH THE LOAD-RESISTING ELEMENTS TO THE BEDROOM ` rl'iCO FOUNDATION. BUILDINGS AND STRUCTURES NEW o NEW AS PRESCRIBED BY THIS CODE ARE BEDROOM DE S SDECTO T O COMPLY WITH THE REQUIREMENTS OF EXISTING R301.1.1 ALTERNATE PROVISIONS � GARAGE I� AS AN ALTERNATIVE TO THE REQUIREMENTS IN �CD M o 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. — — — — — IF- — — — — — 1) AWC WOOD FRAMED CONSTRUCTION MANUAL � ° I (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL 2668 FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) I �? 3) ICC STANDARDS ON THE DESIGN AND 7 CONSTRUCTION OF LOG STRUCTURES (ICC400) ( REV: I I NEWWII NEWWII CLOSET I CLOSET I I I I I PROJ EC I: AW251WF I I ZU HOSI L. .IIIF-- AW251 AW251 RECIDEINrE -'V2 8'-1r2 -'Y" 3870 BRIDGE LANE 16'-3" 16-3" CUTCHOGUE, NEW YORK SCTM# 1000-84.-5-9 DRAWING TITLE: NEW SECOND FLOOR PLAN NEW SECOND FLOOR PLAN- NEW SECOND FLOOR REFLECTIVE CEILING PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" 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 EXISTING WALLS EXISTING WALLS 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. NEW WALLS NEW WALLS SEAL: DATE: WALL MOUNTED LIGHT OUTLET 110V OUTLET SINGLE POLE SWITCH JANUARY 07, 2025 OPROJECT N0: WALLTO BE REMOVED WALL TO BE REMOVED HANGING LIGHT OUTLET 110V OUTLET FOR TV --- 1186-2025 DRAWN BY: TV PROVIDE HURRICANE STRAPPIII0 SURFACE MOUNTED CEILING (� COMBINATION SMOKE & % IN ACCORDANCE WITH THE 0 `FYGFI 110V OUTLET GFI PROTECTED �� BDK 2020 RESIDENTIAL CODE OF LIGHT OR 6" RECESSED LIGHTS �tYR CARBON MONOXIDE DET. ��' ; �• �J (� v"u CHECKED BY: NEW YORK STATE ® 4" RECESSED LIGHTS EF 110V OUTLET REFRIGERATOR TivV110V OUTLET WASHER ASH _- LED SECURITY LIGHTS 110V OUTLET STOVE 220V OUTLET STOVE i,j SHEET NUMBER: ALL HEADERS ARE TO BE STOVE DRYER w't„_ �`r (2)13/"X 9 2" LVL UNLESS .. OTHERWISE NOTED Al 0 5 NOTE: PROVIDE FIRE BREAKS EM SUPPLY AIR AS PER FROM HVAC UNIT IN CEILING DOB NUMBER: OF THE 2020 ® SUPPLY AIR RESIDENTIAL CODE OF FROM HVAC UNIT IN CEILING NEW YORK STATE KEHL-DESIGN-ASSOCIATES, LLC , o' AFW KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,net T -Kehl Design Associates,LLC o formerly D A K Associates,LLC O QO o OWNERSHIP & USE OF DOCUMENTS: EX, RAFTERS @16"oc. EX. RAFTERS @16"oc. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. W w I 9�G Q o o �, I �{ p< c0 00 >< Z Z I N © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR R PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL NEW 13"%92" LVL RIDGE BY. 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 o � I ��`� TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 00 3 W I NEW 2z8 RAFTERS @16"oc. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. =17 Z I 1�'x11j" LVL CUSTOM CUT EX. RAFTERS @6"oc. EX. RAFTERS 016"oc. co co N N " COX EACH SIDE OF LVL's Acceptance of these drawings does not authorize the right to w co co W W 2x6 LEDGER 1 "z 91" LVL WITH 14"x11 " CUSTOM CUT build without the authorization of local governing agencies, such °p °O NEW 2x8 CEILING as Suffolk County Dept. of Health Services, Town Building ® JOISTS @16"oc. EX. 2z8 CEILING JOISTS @I6`oc. Departments, DEC, FEMA, etc. Verify all conditions, codes, W W w and requirements with such agencies prior to construction. CQ RIDGE BEAM EX. 2x8 RAFTERS @16"oc. Y WORK NOTES: U Z N U W W R301 DESIGN CRITERIA AS PER THE 0- Q U RIDGE BEAM #1 DETAIL 2020 RESIDENTIAL CODES OF X NEW YORK STATE 1.3IV 3 EXISTING RIDGE BM. EXISTING RIDGE BM. Z NEW 1 "x 16" LVL RIDGE BM. Z R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD w I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 41 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Ln W x I w �P I PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 10 WITH THE PROVISIONS OF THIS CODE SHALL RESULT �� N ' IN A SYSTEM THAT PROVIDES A COMPLETE LOAD EXISTING RIDGE BM. EXISTING RIDGE BM. I 3 ��•} Z PATH THAT MEETS THE REQUIREMENTS FOR THE ��y� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN c dF THROUGH THE LOAD—RESISTING ELEMENTS TO THE Of FOUNDATION. BUILDINGS AND STRUCTURES I CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 00 cc 1 EnI +9i DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A R301.1.1 ALTERNATE PROVISIONS P���� AS AN ALTERNATIVE TO THE REQUIREMENTS IN J ql SECTION R301.1 THE FOLLOWING STANDARDS ARE NEW 1rx 9" LVL RIDGE BM. �'9i I Z PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH NEW 2X8 RAFTERS @16"0c. NEW 2X8 RAFTERS @16"oc. NEW 2X8 RAFTERS 016"oc. NEW 2X8 RAFTERS 016"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY v •v v v WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL 30 30 (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) #3 REV: NEW ROOF PLAN_ SCALE: 1/4"= 1'-0" EXISTING WALLS PROJECT: ZUHOSKI NEW WALLS RESIDENCE WALL TO BE REMOVED 3870 BRIDGE LANE CUTCHOGUE, NEW YORK FIRST FLOOR SCTM# 1000-84.-5-9 ANDERSEN WINDOW SCHEDULE ROUGH OPENINGS (SET @ C 1 - 10 111) TO MATCH DOORS) DRAWING TITLE: 2 VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING NEW ROOF PLAN WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS 1 400 AWNING FIRST FLOOR A21v 2'—O "x 2'-0 " 2'-0 "x 2'-0 " WHI-E. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NOTES: #2 400 D.H. TILT WASH FIRST FLOOR TW3046 3'-1 "x 4'-8 " 3'-2g"x 4'-86" WHI-E VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE #3 400 AWNING FIRST & SECOND FLOOR AW251v 2'-4j"x 2'-4j" 2'-46"x 2'-4 " WHI-E VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE #4 400 D.H. TILT WASH FIRST FLOOR TW2442 2'-5 "x 4'-4 " 2'-6A"x 4'-4A" WHI-E VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL #5 1 400 1 D.H. TILT WASH FIRST FLOOR TW3052 I 3'-1 "x 5-4 " 3'-2$"x 5-4$" WHI-E VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FIRSTFLOOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: EXTERIOR DOOR SCHEDULE ROUGH OPENINGS (SET @ C ' -10 ") TO MATCH DOORS) JANUARY 07, 2025 N0: PROJECT 2 1186-2025 VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING 1' DRAWN BY: PROVIDE HURRICANE STRAPPING '« `• BDK DOOR NUMBER SERIES DOOR TYPE DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS IN ACCORDANCE WITH THE 1 400 THERMA—TRU FIRST FLOOR 2868 3'-0 "x 6'-11 " 2'-10 "x 6'-10 " WHITE VERIFY VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2020 RESIDENTIAL CODE OF ` q- ECKED BY: NEW YORK STATE r,. I SHEET NUMBER: FIRST FLOOR INTERIOR DOOR SCHEDULE ALL HEADERS ARE TDBE `= _ r (2),4"X 9Y" LVL UNLES � .�.��:: Al 06 VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING OTHERWISE NOTED ,; ,- `C, , ,, DOOR NUMBER MANE. DOOR MDL DOOR LOCATION DOOR UNIT SWING DOOR DIMENSIONS WxH MIN. ROUGH OPENINGS WxH DOOR CONSTRUCTION BORE BACKSET JAMB DIMENSIONS JAMB MATERIAL REMARKS 1 REEB MATCH EXISTING, VERIFY WITH OWNER VERIFY LOCATION 2868 SINGLE POCKET 2'-8"x 8'-0" 5 -6 x 6 -10 ENGINEERED V.I.F. V.I.F. 4"x 4 " F.J. PRIMED PINE 3 3 " BUTTS, VERIFY ALL HARDWARE FINISH NOTE: PROVIDE FIRE BREAKS DOB NUMBER: OF REEB MATCH EXISTING, VERIFY WITH OWNER VERIFY LOCATION 2068DD DID SWING 2'-0"x 8'-0" 2'—2 x 6 —10' ENGINEERED V.I.F. 4"x 4 " F.J. PRIMED PINE 6 3 " BUTTS, VERIFY ALL HARDWARE FINISH AS PER 3 REEB MATCH EXISTING, VERIFY WITH OWNER VERIFY LOCATION 3068 SINGLE POCKET 3'-0"x 8'-0" 6 —2 x 6 —10 ENGINEERED V.I.F. V.I.F. 4"x 4 " F.J. PRIMED PINE 3 3�" BUTTS, VERIFY ALL HARDWARE FINISH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ©KEI IL-DESIGN•ASSOCIATES, LLC mom11 h I PROVIDE HURRICANE STRAPPING %,� /�! flyLim LJ ACCORDANCE WITH THE -- 2020 RESIDENTIAL CODE OF LA NEW YORK STATE moon ALL HEADERS ARE TO BE KEHL DESIGN ASSOCIATES LLC� (2)1 4'X 9Y' LVL UNLESS residential & commercial design a consulting II OTHERWISE NOTED L NOTE: PROVIDE FIRE BREAKS PO.Box 1675 phone: (631�433 9084 THE 2020 <. \. AS PER Southold,New York 11971 E-Mail: ssbn654@optonline.net RESIDENTIAL CODE OF NEW YORK STATE Kehl Design Associates,LLC o formerly D A K Associates,LLC AW 1v OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the � I ideas, design and arrangements represented co �. . :. therein, are the property of KEHL DESIGN ASSOC IA cop ed, disc osed Lto otJ e saor tusedo incon sl be nection - o \_ with any work or project other than for which o they have been prepared without written consent. A 1v © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR la'-s%" PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL smom Elm 0 MIN. DISTANCE REQUIRED 1JL UL MIN. DISTANCE REQUIRED COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT o WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE ACTUAL DISTANCE TO PROPERTY MM � a � � ACTUAL DISTANCE TO PROPERTY SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT IS APPROXIMATELY 23.4' mmm a momm IS APPROXIMATELY 34.5' TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED TW2852 TW2852 TW3052 TW3052 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 0 0 0 0TLFLF-yLl � . ooa Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EAST ELEVATION Departments, DEC, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. SCALE: 1/4"= 1'-0" WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD I 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 -- -_ > 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 i 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 WI H 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) AXW31v 2868 0 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1111 1 1 4� 1 1 11111 ' I ' ll ill 11 1111 YYA =TT _FTTT1 REV: yy WEST ELEVATION PROJECT: uHOsI SCALE: 1/4"= 1'-0" RESIDENCE 3870 BRIDGE LANE / \ CUTCHOGUE, NEW YORK SCTM# 1000-84.-5-9 Lll , DRAWING TITLE: ELEVATIONS #2' #2111111111111 AS NOTED LL TW3046 TW3046 / THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE / \ NOTES: \ \\ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE / ' \ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL \I �'.., _ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE \� \ \` \\'I 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. 0 o q SEAL: DAl E: JANUARY 07, 2025 AW 1v PROJECT NO: MIN. DISTANCE REQUIRED 11._ 6. --: 1 186-2025 DRAWN BY: ACTUAL DISTANCE TO PROPERTY o / 0BDK �� Gpn IS APPROXIMATELY 75.3' TW2442 TW2442 ACMUALp)ISTANCERTO PROPERTY _ �y C3, � ^'""' �.y CHECKED BY: IS A°PROXIMATELY 248' TW2842 s 4, SHEET NUMBER: A201 NORTH ELEVATION- SOUTH ELEVATION DOB NUMBER: OF SCALE: 1/4" = V-0" SCALE: 1/4"= V-0" 0 KEHL-DESIGN-ASSOCIATES, LLC 1 77 t, MAIN HOUSE EXISTING 2X10 RIDGE // ��� FFF111' \I _ - -- - - ; , � 'i RIDGE VENT RIDGE VENT \ \ \ \ KEHL DESIGN ASSOCIATES LLC \ \ residential & commercial design o consulting 14"x92" LVL RIDGE 14"x92" LVL RIDGE EXISTING 2X10 RIDGE\ HURRICANE STRAPPING HURRICANE STRAPPING / \ \ ARCHITECTURAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHING E 14"x92" LVL RIDGE --- — SIMPSON JOIST HANGER SIMPSON JOIST HANGERS \ \ PO.Box 1675 phone: (631)433-9084 ICE & WATERSHEILD -30 INSULATION ICE & WATERSHEILD 2x6-16" oc. — — — — — — — — — — — — — — — — — / Southold,New York 11971 E-Mail: ssbn654Co tonline.net CDX EXT. ROOF SHEATHING x - �" CDX EXT. ROOF SHEATHING � � � zl�_ P 2x8-16" oc RAFTERS R-19 INS TI 2z8-16" oc RAFTERS // Y - INSULATION BAFFLE INSULATION BAFFLE / 4/ Kehl Design Associates,LLC o former) D A K Associates,LLC 1jD92"VLVL RIDGE NT NEW ATTIC STORAGE STORAGE /�� /��/ I OWNERSHIP & USE OF DOCUMENTS: /���/ / �o/ HURRICANE STRAPPING /o��� / �5/ EXISTING ARCHITECTURAL GRADE ROOF SHINGLE I A AREA /x�o/ / �P/ 2, 0" These drawings and specifications including the R-151NSULAiIDN �� STORAGE I ideas, design and arrangements represented ICE & WATERSHEILD ��P/ / CLOSET g g p R-30INSULATION R-30INSULATION /��/ / I therein, are the property of KEHL DESIGN " CDX EXT. ROOF SHEATHING HURRICANE STRAPPING HURRICANE STRAPPING /c�`'j / / I I ROOM ASSOCIATES, LLC. No part thereof shall be 6" FASCIA - 1 6" FASCIA / / / / I{�- -WALL TO BE REMOVED copied, disclosed to others or used in connection 2z8-16" oc RAFTERS 12" VENTED SOFFIT SEE DETAIL �� R-15 INSULATION _ '� / / / R-30 INSULATION ( ) R-15 INSULATION- 12" VENTED SOFFIT(SEE DETAIL) / � 1 / I I with any work or project other than for which DOUBLE 2x6 PLATE INSULATION BAFFLE NOTE: VERIFY HEIGHT OF THE NEW DOUBLE 2x6 PLATE (3)1 "x 9" LVL FLUSH BEAM / 4 4 / they have been prepared without written consent. 1�"x 91" LVL CEILING JOISTS @16"oc. ADDITION FINISHED FLOOR MATCHES SIMPSON JOIST Floor Joists @ 16"oc• 2x10 Floor Joists @ 16"oc. HURRICANE STRAPPING 2z6-16 oc CEILING JOISTS THE EXISTING FINISHED FLOOR R-30INSULATION R-30INSULATION 301NSULAIION 6" FASCIA - R-19 INSULATION 14"x 91" LVL CEILING JOISTS @16"oc. `` R-30 INSULATION 12" VENTED SOFFIT(SEE DETAIL) '� I VERIFY CEILING LIGf1TIFIXTURES TO _ I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE DOUBLE 2z6 PLATE I CLEAR ALL FLJOF JOISTS EXISTING BEDROOM PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 26-16" oc WALL STUDS 20-16" oc WALL STUDS NEW MASTER BEDROOM CDX SHEATHING NEW CDX SHEATHING 2x4-16" oc WALL STUDSR-15 INSULATION ( 1 II I IWALL TO BE REMOVED COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT " ROOM ADDITION " CDX SHEATHING I II I I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE BLUESKIN HOUSEWRAP LAUNDRY ROOM ` R-21 INSULATION BLUESKIN HOUSEWRAP " 16, BLUESKIN HOUSEWRAP I NEW NSTER III I I I EXISTING NEW SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE RIGHT ( ) ( ) s HARDI-PLANK SIDING (6" EXP) I BEDROOMp DDITION I I MASTER JE&OOM MASTER BATHROOM TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED HARDI-PLANK SIDING 6 EXP HARDI-PLANK SIDING 6 EXP ` �- R-21 INSULATION I M I I I I I 2X6 PLATE R-15INSULATION R-15 INSULATION L__GARAGE MAIN HOUSE I L— II I I EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ``I I NOTE: VERIFY HEIGHT OF THE NEW 1 NOTE: VERIFY HEIGHT OF THE NEW I 1 FRONT WALL I FRONT WALL ADDITION FINISHED FLOOR MATCHES 2X4 PLATE 4"A" LVL FLUSH BEAM ADDITION FINISHED FLOOR MATCHES 2X4 PLATE I I M I I SIURDI-FLOOR SUBFLOOR HURRICANE STRAPPING 4" STURDI-FLOOR SUBFLOOR THE EXISTING FINISHED FLOOR HURRICANE STRAPPING HURRICANE STRAPPING 4 THE EXISTING FINISHED FLOOR Acceptance of these drawings does not authorize the right to 14"x 92" BOX BEAM 1 "x7" LVL FLOOR JOISTS 016"oc. 14"x 92" BOX BEAM 14"x 92" BOX BEAM Floor 0. " c, 2xl0 Floor Joists @ 16"oc. 2x6 CCA SILL 2x6 CCA SILL Ex. 2x10 Floor Joists @ 16"oc, build without the authorization of local governing agencies, such R-30 INSULATION NEW CRAWL NOTE: ADJUST THE HEIGHT OF THE NEW R-30 INSULATION R 30 INSULATION NOTE: ADJUST THE HEIGHT OF THE NEW 2x6 CCA SILL R 30 INSULATION SISTERED WITH 14"x74" LVL, TO DROP as Suffolk County Dept. of Health Services, Town Building TERMITE SHIELD - SILL SEAL TERMITE SHIELD - SILL SEAL GARAGE FOUNDATION TO INSURE THE FINISHED I I NEW BASEMENT FOUNDATION TO INSURE THE FINISHED TERMITE SHIELD - SILL SEAL I I I SHOWER FLOOR FOR ROLL-IN SHOWER Departments, DEC, FEMA etc. Verify all conditions, codes, GRADE 15 HORIZONTAL REBAR SPACE FLOOR OF THE ADDITION MATCHES THE GRADE FLOOR OF THE ADDITION MATCHES TH- GRADE FRONT WALL rrFF + P y J%18" ANCHOR BOLTS MAX. 32"oc. 4" P.C. SLAB EXISTING FINISHED FLOOR HEIGHT J"xl8" ANCHOR BOLTS MAX. 32"oc. i ADDITION EXISTING FINISHED FLOOR HEIGHT rxl8" ANCHOR BOLTS MAX. 32"oc. I NEW BASEMCN i EXISTING BASEMENT and requirements with such agencies prior to construction. 8" CMU. FOUNDATION WALL DAMP PROOFING ADDITION EXISTING BEDROOM P ETCH FLOOR PITCH DAMP PROOFING ; DAMP PROOFING #5 HORIZONTAL REBAf� 8" CMU. FOUNDATION WALL I #5 HORIZONTAL REBAR MAIN HOUSE _ FOUNDATION WALL #5 VERTICAL REBAR 4'-O"oc. PROVIDE VAPOR B RRER BENEATH SLAB 8" CMU. FOUNDATION WALL I 10 GAGE 6x6 WWM pe I I I FRONT EXISTING BASEMENT WORK NOTES: (3)#5 REBAR L.W.D AND NEW MASTER FOUNDATION 10 GAGE 6x6 WWM #5 REBAR 24"oc. S.W. 01 I 4" P.C. SLAB #5 VERTICAL REBAR 4'-0"oc. BEDROOM FRONT I WALL R 301 DESIGN CRITERIA A S PER THE 20"x 8" R 24"NIC. FIG. 8"x8"xl2" #5 VERTICAL REBAR 4'-O"oc. r— MATCH EXISTING BASEMENT FLOOR HEIGHT 4" P.C. SLAB 2020 RESIDENTIAL CODES OF FOUNDATION WALL I MATCH EXISTING BASEMENT FLOOR HEIGHT CLAY FLUE NEW YORK STATE MIN S-O" BELOW FINAL GRADE FLOOR DRAIN (3)#5 REBAR LAD AND PROVIDE VAPOR BARRIER BENEATH SLAB PROVIDE VAPOR BARRI R ENEATH SLAB (3)#5 REBAR L,W.D AND R301.1 APPLICATION BUILDINGS AND STRUCTURES PROVIDE HURRICANE STRAPPING #5 REBAR 24"oc. S.W. #5 REBAR 24"oc. S.W. AND PARTS THEREOF SHALL BE CONSTRUCTED TO, IN ACCORDANCE WITH THE 20% 8" CONC. FTG. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 20"z 8" CONC. FIG. 2020 RESIDENTIAL CODE of MIN 3'-0" BELOW FINAL GRADE MIN 38" BELOW FINAL GRADE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, NEW YORK STATE SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE ALL HEADERS ARE TO BE WITH THE PROVISIONS OF THIS CODE SHALL RESULT (2)1YY,"X 9%" LVL UNLESS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OTHEP,IVISE NOTED CROSS SECTION CROSS SECTION PATH THAT MEETS THE REQUIREMENTS FOR THE A B CROSS SECTION TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN C THROUGH THE LOAD RESISTING ELEMENTS TO THE 3 0 1 FOUNDATION. BUILDINGS AND STRUCTURES Vd� UIG FIRE BREAKS SCALE: 1/4"= 1 0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE AS PER SCALE: 1/4" = 1'-0" 3 01 SCALE: 1/4"= 1'-0" 301 �_ �� THE 2020 DEEMED TO COMPLY WITH THE REQUIREMENTS OF RESIDENTIAL CODE OF NEW WALLS THIS SECTION. NEW YORK STATE 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 NEW 14"x14"LVL RIDGE WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL RIDGE VENT FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS AISI—S230 NEW 1 zll ^ L NEW 1 Ali" LVL 3) IOC STANDARDS ON THE DESIGN AND 14"x92" LVL RIDGE R-30 INSULATION NEW CDX 4 ( ) r J EXISTING 2X10 RIDGE HURRICANE STRAPPING �" 2 EW 14 x92" LVL CONSTRUCTION OF LOG STRUCTURES (ICC400) ARCHITECTURAL GRADE ROOF SHINGLE 14"x92" LVL RIDGE NEW 14 x9" LVL 4 ICE & WATERSHEILD SIMPSON J IST HANGER x REV: CDX EXT. ROOF SHEATHING 0 0 0 0 0 /7 R-19 INSULATION 2x8-16" oc RAFTERS / INSULATION BAFFLE NEWATTIC STORAGE /'���/ NEW 2668 311 11 ��i BEDROOM 311 NEW 1 X 11LV AREA /`�,/ NEW CDX --R-151NSULAl10N /�/ � PROJECT: HURRICANE STRAPPING / NEW _311 711 EX ST N0 2X10 R CE ZUHOS I 6" FASCIA R-30 INSULATION 1 x I1 U L12" VENTED SOFFIT (SEE DETAIL) (3) 4"x94" LVL FLUSH BEAM 4g DOUBLE 2x6 PLATEI IN IN RESIDENCE SIMPSON JOIST HANGERS 2x10 Floor Joists @ 16"oc. 2x10 Floor Joists @ 16"oc' 311 1 19 311 u q 1 1) 14"x 94" LVL CEILING JOISTS @16"oc. R-301ESULAIION - uq - NEW 1 /\ �J LVL 3870 BRIDGE LANE VERIFY CEILING LIGHT FIXTURES TO I I I I I I NEW 1 /\ �J LVI_ 4 2 DOUBLE 2x6 PLATE CLE R AL FLOOR JOISTS I I I I I I 4 2 2x4-16" oc WALL STUDS R-15 INSUL 110N I I I I I I CUTCHOGUE, NEW YORK �" CDX SHEATHING BLUESKIN HOUSEWRAP N STER XI TING l 2x6 - 1 6 0 C 2 X 16 ' SCTM# 1000-84.-5-9 HARDI-PLANK SIDING (6" EXP) BEDR OM ADDITION I I MASTER BEDROOM I I MASTER BATHROOM DRAWING TITLE: 2X4 PLATE SIMPSON JOIST CROSS SECTIONS HURRICANE STRAPPING I I I I I I AS NOTED 141% 92" BOX BEAM I11 x -1 s oc. 2x10 Floor Joists @ 16"oc. 2x10 Floor Joists @ 16"oc. HANGERS NQTES: 2x6 CCA SILL R-30 INSULATION TERMITE SHIELD - SILL SEAL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW BASEMENT DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE GRADE EXISTING BASEMENT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL J%18" ANCHOR BOLTS MAX, 32"oc. ADDITION EXISTING BASEMENT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DAMP PROOFING EXISTING BEDROOM 8" CMU. FOUNDATION WALL #5 HORIZONTAL REBAR FOUNDATION WALL RIDGE BEAM DETAIL DESIGN EEN FESSIONAL ASSUMES NO LIABILITY FOR OMMD UP DUE M NTS NOWT) OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW MASTER 10 GAGE 6x6 WWM FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BEDROOM FRONT 4" P.C. SLAB SEAL: DATE: FOUNDATION WALL MATCH EXISTING BASEMENT FLOOR HEIGHT #5 VERTICAL REBAR 4'-O"oc. 025 (3)#5 REBAR LAD AND PROVIDE VAPOR BARRIER BENEATH SLAB PROJECT 10 #5 REBAR 24"oc. S.W. 2025 20"x 8" CONC. FTG. �- -F - }�� DRAWN BY: PROVIDE HURRICANE STRAPPING -� MIN 3'-0" BELOW FINAL GRADE IN ACCORDANCE WITH THE `� �' G( BDK 202D RESIDENTIAL CODE OF >�f `�,.,f 1 CHECKED BY: NEW YORK STATE - e_ CROSS SECTION ' SHEET NUMBER: D ALL HEADERS ARE T (2)1,"X 9%" LVL UNLE 3 01 OTHERWISE NOTED �! - �`., A301 SCALE: 1/4"= 1'-0" NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OE NEW YORK STATE 0 KEHL•DESIGN"ASSOCIATES, uc r, U3044->,QG•BLG.US TYPE SR ENCLOSURE low _ w L. 1 Jot t i I, �n f �, 1