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HomeMy WebLinkAbout49619-Z ��o�aSUFFot,�coGy Town of Southold 9/15/2024 0 P.O.Box 1179 o _ 53095 Main Rd yfj�! �alS;i� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45551 Date: 9/15/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Oak Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/3/2023 pursuant to which Building Permit No. 49619 dated 8/25/2023 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: addition and alterations, including deck, office and bathroom in partially finished basement,to existing 3 bedroom single family dwelling as applied for. The certificate is issued to Turchiano,Joseph&Anelise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49619 5/13/2024 PLUMBERS CERTIFICATION DATED 3/22/2024 qVis Scholtz Aut orizol Signatur SufFQ c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • 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#: 49619 Date: 8/26/2023 Permission is hereby granted to: Turchiano, Joseph 350 Oak Rd PO BOX 289 New Suffolk, NY 11956 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Oak Rd, New Suffolk SCTM #473889 Sec/Block/Lot# 117.-2-3 Pursuant to application dated 7/3/2023 and approved by the Building Inspector. To expire on 2123/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $524.40 CO-ADDITION TO DWELLING $50.00 Total: $574.40 Building Inspector oF so�ryo ,moo �a Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 � �o Jamesh@southoldtownny.gov coUN1`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Turchiano Address: 350 Oak Road city:New Suffolk st: New York zip: 11956 Building Permit#: 49619 Section: 117 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE.NATIONAL ELECTRIC CODE contractor: Powerfull Electric Electrician: Calogero Ferrard License No: 50621-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 45 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 8 Smoke Detectors, 4 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower Range Recpt 1 Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights 12ft Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 34 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 Stove, 1 dishwasher, 1 microwave,1 hood , 1 wine coolier, 1 fridge Notes: RENO Inspector Signature: Date: May 13, 2024 350 oak rd tlffut.t1 Town Hall Annex • . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:3/90-1 Building Permit No. {1 6 1 q Owner: el iq-S-- A h! 0 (Please print) 11rint)II Plumber: . �, s �C'h0 l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of rG , 20 a c- Notary Public, S uA41k County SEP 1 1 2024 NANCY LIEBERMAN B Il Notary Public,State of New York TO Qualified in Suffolk County LD Tern expires November 5,-" N o.011,16271515 Of SOUIy°�o Iff Ca l � Ll 6Dv u wV.% % A.,l. # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [3C`] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DA4,1 t ') INSPECTO OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. ca 631-765-1802 INSPEC 710n ION [ ] FOUNDATION 1ST [ UGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: 1 e ��4' 5� VVY Wvf,, OG ol DATE << Y INSPECTOR OWL OFSOUt,�° TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [v�/INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lrl�l&� o 1 1- bk--- Dk-- G ojtll2-• DATE - /O- o? INSPECTOR �o�aOE SOUTyo� I \ ✓ ' �'� dW C " . TOWN OF SOUTHOLD BUILDING DEPT. Croum 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A-A i2, DATE INSPECTOR. OF SOUtyOlo TOWN` OF THOLD BU ING DEPT. o ,� 631-765-1802 IN ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ '] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a&e5,S • �a�� -la DATE INSPECTOR SO(/lh� # TOWN-.OF SOUTHOLD BUILDING DEPT. °ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ wr FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ' Delfino Insulation Con, Inc. 317 Burman Blvd,Calverton,NY 11933' CERTIFICATE OF INSULATION JOB INFO: C&M Contracting Corporation DATE OF INSTALLATION: 01/04/24 350 Oak Road New Suffolk,'NY 11956 2ic9 Closed Slope Ceiling 2x8 Open Sloped Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM. ❑ OPEN CELL FOAM I] CLOSED CELL FOAM 3" R-21 ❑ CLOSED CELL FOAM 0 FIBERGLASS 6.5" R-19un Q FIBERGLASS 13" R-38 ❑ CELLULOSE ❑ CELLULOSE Attic Floor Exterior Flat Ceiling INSULATION TYPE INCHES k-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM p FIBERGLASS 10.25" R430 p FIBERGLASS 6.5" R-19 ❑ CELLULOSE ❑ CELLULOSE 2x6 Exterior Walls 2A Exterior walls/Stairwell to Basement INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES 'A-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM O CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 5.5" R-21 p Mineral Wool 3.5" R-15 ❑ ❑' CELLULOSE O FIRE CAULKED TO CODE DATE,OF INSTALATION: 12/19/23 O FIRE BLOCKED TO CODE DATE OF INSTALATION:. N/A p AIR SEAL-SUBSTATE TO CODE DATE OF INSTALATION: 12/19/23 ❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: N/A ❑ THERMAL BARRIER TO CODE DATE OF INSTALATION: N/A I Tammy Maizara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was.conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE -1,,,; D INSPECTION REPORT I DATE COMMENTS ro (� FOUNDATION(1ST) y ------------------------------------- FOUNDATION (2ND) � `1W 2 W� 1�45w{ Q 6 W ROUGH FRAMING& y PLUMBING VJ l•/o-ay ok "Vw— Cnr INSULATION PER N.Y. STATE ENERGY CODE l F•a3.a aeccss. c�-1 e v -�•/b /L c.o. FINAL ADDITIONAL COMMENTS e 1 053 _6 2 23 +� o(. a So°= l3 k� +i O oZ d k W H O z x rTl y x d m b H �OgpfFOIK�G TOWN OF SOUTHOLD—BUILDING DEPARTMENT \ O G- y� y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 \\ Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtoM=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V �r PERMIT NO. Building Inspector: JUL 3]BUR 1 ING.DE ZQy� Applications and forms must be filled out in their entirety: Incomplete GVV applications will not be'a`ccepted.,Where the Applicant is,not the owner;an� P'1; Owner's Authorilikian form(Page�21 shai[be completed. TO�` �'' '�" ���;�.a? ."$•fJ Date: OWNER(S)OF PROPERTY: Name: ► �u�r.Gh.�.(�.�.Q L SCTM#1000,I0 P roject Address: Phone#: Z Email: A f 2dQX Mailing Address: CONTACT PERSON: Name: Mailing Address: RIM Phone#: Email: A,tyZYOS►Gi dR,Sl911S ® {VIQI f'GONh DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Llol1_.D2tr-_�)►i.� N..1-1 {. rjL_�.__ _ . —._ - _ __...__._._—_ �_�_�__._ Phone#: to�,�-11H"135y Email- a��Z�CLOSILi G�HDOION�-- CONTRACTOR INFORMATION: _ Mailing Address: Phone#: Email: DESCRIPTION'OF PROPOSED CONSTRUCTION ❑New Structure XAddition Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other 2�xG��c�IC, $ Za ,oug Will the lot be re-graded? ❑Yes)<No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: CLS il af r Intended use of property: Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. Check Box Aft&'Reading:;The owner/contractor/design professional is responsible for all drainage and�storm water issues as provided by .Chapter 236;of the'Town Code:APPLICATION IS HEREBY MADE to the Building Department forthe issuance of a Building Permit.pursuahfto the Building,Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,,for the construction of buildings, additions,alterations or for'removal or demolition,as herein de scribed.The applicant agrees to comply with all applicable laws,'icrdi6ances,,buiIding'code,, housing code and regulations and.io admit authorized'inspectors on premises'and in building(s)for necessary inspectionSi False statements made herein are „punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): VA Authorized Agent []Owner Signature of Applicant: J Date: STATE OF NEW YORK) SS: COUNTY OF S 1Aftj k— ) (am n 1y0% being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the W'1 Y 1 (Co ractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Jkday of 2 Notary Public JOSEPH A. DEERKO NOTARY PUSI_IC State of SK SKINew York fecl in Suffolko. Cou PROPERTY OWNER AUTHORI fin Expires Jan, 31 ty (Where the applicant is not the owner) � �Zmd I M— Ty(Mano residing at � 0 ca y, hold r -Uq s0(.F�Y�i do hereby authorize Cfrti\�IIV\ )�\'�C.�JSft;l to apply on my behalf to the Town of Southold Building Department for approval as described herein. A.11 6 1111 23 wne s Signature v to hkV N-\VachI a� 0 Print Owner's Name 2 � �t ftTC BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ° Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 1'1971-0959 + � Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov- seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 3 Company Name: fibc-i" r d Electrician's Name: C (p r ,,- License No.: ()6 _ /vim Elec..email: f r ��f /zCtr,L L r C�r►.� Elec. Phone No: 1a311.104 • K(3 LEI request an email copy of Certificate of Compliance Elec. Address.: a°1 F_uRC -eer, ,v-e lvtc r'rlrv�I(e. JOB SITE INFORMATION (All Information Required) Name: ''�✓rG�f��cl Address: 3 U�_ f2a. AlkQ Sv d)Y-- AI ( 9516 Cross Street: Phone No.: �} I,�,C • C. ,r �r►- +� . Cow.. Bldg.Permit#: email: :Z-7.1 3 Tax Map District: 1000 Section: 1 L_1 Block: a Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: dYES ❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [gCIO 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 F12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION t_ ( � `. T" SUFFOLIr BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C, Town Hall Annex- 54375 Main Road - PO Box 1179 GD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ra-southoldtownny_Qov- seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: fim J" �6 - 4 , c( Electrician's Name: rZ r,r-v%r ) License No.: /VW Elec..email: Con- Elec. Phone No: 6,51.gpb • Q l3 LEI request an email copy of Certificate of Compliance Elec. Address.: a-rA �Ve 4 /✓lc,rv,- i Ile I I Cl�f`( JOB SITE INFORMATION (All Inform-action Required) Name: -f✓r-Gh(�,r,6 Z3o Address: .360 6�,I� `Zd• ilkkw Al Cross Street: IVw S cJ 41 Phone No.: Bldg.Permit#: �-(c) &I`� email: Q? -7 D- - 6.oZ,- 3 Tax Map District: 1000 Section: I Cl Block: a Lot: _�> BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ble(,�-rcti 1 ��vt�� �V�^1 o-C�A S-z.No L Uo�r'� Square Footage. 0 Circle All That Apply: Is job ready for inspection?: EYES❑ NO ffRough In ❑ Final Do you need a Temp Certificate?: ❑ YES[�140 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 0 1 2 H Frame Pole Work done on Service? M Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 1� ( � I VS T4J +29-0 PERMIT 9 Address: Svvitchesm 3 Outlets GFI's Surface Sconces 8 H H's 3p� UC Lts Fans Fridge HW Exhaust 3 Oven WAD Smokes DW l Mini -arbon V Micro Generator -ombo 3 Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal :ommentsr(tilil.�� 12"X18" 30 SCALE SURVEY OF PROPERTY AT NEW SUFFOLK N 0 — TOWN OF SO UTHOLD allc/ SUFFOLK COUNTY, NY �S7321 00. ' �v syjp 1000-117-02-03 SCALE.• 1"=30' �m1 00Op, MARCH 6, 2023 zso. 0 6-1 3 J itj fA yY Qo, $o• � 4�r - Q � W t4 3yh o S S - O k' \, oa 3 any N7371 pp�IV�+� fA� � u� KEY of I 100,p p, ,o Q = REBAR o e t` =STAKE y y = TEST HOLE Q`� ` Qa o • =PIPE y 2 y ■ =MONUMENT T �= U77UTY POLE 2 N.Y.S.. LI UC. NO 49618 C.U NO. 051132-01 ANY ALTERATION OR ADDI7ION TO THIS SURVEY IS A NOLABON PECONIC SURVEYORS, P.G OF SEC77ON 7209OF THE NEW PORK STATE EDUCA77ON LAW. (631) 765-5020 FAX(631) 765-1797 EXCEPT AS PER SEC770M 7209-SUBDIWSION 2 ALL CER77RCAT70NS Email. peconlcsurveyftptonllne.net HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF-- �pCw P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR /i1lGl1-15 oOQ SQ, �� 1230 TRAVELER STREET WHOSE SGNATURE APPEARS HEREON. 23—007 SOU7HOL0, N.Y. 11971 A 0 DATE(MM/DD/YYY1�CERTIFICATE OF LIABILITY INSURANCE 06/22/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 'PRODUCER NAME: ANTHONY RICCI KENNETH MACNISH PHONE o Ext: 631-939-6060 A/C No; 631-693-3039 859 CONNETQUOT AVE ADDRESS: ANTHONY.RICCI@AMERICAN-NATIONAL.COM SUITE 12 INSURERS AFFORDING COVERAGE NAIC# ISLIP TERRACE NY 11752 INSURERA: UNITED FARM FAMILY INSURANCE CO 29963 INSURED INSURER B: C&M CONTRACTING CORP INSURER C: PO BOX 142 INSURER D: INSURER E: CUTCHOGUE NY 11935 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDD MMIDD A X COMMERCIAL GENERAL LIABILITY 3102X6988 5/29/2023 5/29/2024 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO-ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ OT - A WORKERS COMPENSATION 3104W7410 5/29/2023 5/29/2024 X STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y� NIA E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TURCH IANO RENOVATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 350 OAK ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN NEW SUFFOLK, NY 11956 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD DATE(MM/DD/YYYY) ACORo® CERTIFICATE OF LIABILITY INSURANCE 06/22/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME:CT ANTHONY RICCI KENNETH MACNISH aC 11 Ext• 631-939-6060 NC No): 631-693-3039 859 CONNETQUOT AVE ADDRESS: ANTHONY.RICCI@AMERICAN-NATIONAL.COM SUITE 12 -INSURERS AFFORDING COVERAGE NAIC# ISLIP TERRACE NY 11752 INSURERA: UNITED FARM FAMILY INSURANCE CO 29963 INSURED INSURER B: C&M CONTRACTING CORP INSURER C: PO BOX 142 INSURER D: INSURER E: CUTCHOGUE NY 11935 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE 11=SUBR POLICYNUMBER MMIDDY EFF MM/DD EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY 3102X6988 5/29/2023 5/29/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES Ea or $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY❑ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION 3104W7410 5/29/2023 5/29/2024 X PER ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y❑ NIA E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION TURCH IANO RENOVATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 350 OAK ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN NEW SUFFOLK, NY 11956 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE i �I .1"*k I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD I 1 ,., AP D ED AS NOTED DEERKOSKI DATE: 5 3 B.P.# DESIGNS FEE-_ _!_��BY: OCCUPANCY OR 'PAATMEN AT USE IS UNLAWFUL & NanFY Fl l! CI'MG Dc 631-•765-18ii? 6AV TO 4PM FOR THE ENGINEER J 1 F(71.Li�cn .� Ini:��f;;TlCvs: WITHOUT CERTIFICAT ING REOUIRED `7W SUFFO"'"_ K ,. :Rcr:,r_ t t,; OF OCCUPANCY 2N"vL 956 9 s. 4. , ;P.L C:01NGTRUCTION MUST jP,'ii'., i r=FOR C.O. R AC7 ST�""R1!'1ATER RUNOFF K i. SHALL MEET THE PURSUA!"ff TO CNAPTM 236 F T:t " THE CODES OF NEW OF THE TM`4`1 CODE, Y:i I''. :; 'r3L. I'1;?T RESPONSIBLE FOR DESIGN OR CONSTAUCTON ERRORS Mattituck, New York 11952 Phone 631.905.8834 COMPLY WITH ALL CODES OF Email: deerkoskidesigns@gmail.com NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ENGINEER OR ARCHITECT SOUTH tB1@M"i -PtA, NG BOARD STAMP S0UTWG@i0VffMTEES F. she 6L M :r 'L? MBING. J 1 LPLUMBINQ 1tVA5'tE; ;;.,' ,SI,(L��n Q n d ATER:LINES NEED T ff tC:1 14 COyERI pa- eh wd(k P�Url,3ER CERT/FIO;<4 T fON ON!LEAD CON7ENT�BE ORE CE(, nT ICATE OF OCCU N-,Y SOLDER USED IN WATER SIUPPLY SYSTEM CAN JOT EXCEED 2110 OF 1% L AD. .;, ELECTRICAL'• ' II REVISIONS { INSPECTION REQUIRED NO. DESCRIPTION DATE II� 1 1ST SUBMITTAL 7-3-23 � I 2 2NDSUBMITTAL 8-23-23 All exterior lighting installed,replaced or REVISED 8-23-23: -WORK IS ALL PROPOSED repaired Shall conform -REFRAMING ALL PROPOSED WINDOW to Chapter 172 wlNDows OPENINGS W/NEW HEADERS&ALL NEW of the Town Code (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS -ALL NEW INSULATION THROUGHOUT HOME *=WHERE CHANGES HAVE BEEN MADE DRAWING LIST PROJECT TITLE: TURCHIANO SHEET # DRAWING NAME -- RENOVATION Cl COVER SHEET 350 Oak Road New Suffolk NY, 11956 Al EXISTING BASEMENT & FIRST FLOOR PLANS A2 PROPOSED BASMENT & FIRST FLOOR PLANS DATE: 8-23-23 A3 EXISTING ELEVATIONS DRAWN BY: C.D. A4 PROPOSED ELEVATIONS SCALE: AS NOTED A5 PROPOSED SECTION DRAWING TITLE: A6 PROPOSED FLOOR SECTION COVER SHEET A7 PROPOSED DECK ELEVATION & PLAN . A8 PLUMBING RISER DIAGRAM & DOOR & WINDOW SCHEDULE YPMVI*df- p ec�l -Fva M, wi owl 0-vid A9 WIND CONNECTIONS & DETAILS SHEET NO. w� j � F "Fw A 10 DECK FRAMING NOTES ( .. All GENERAL NOTES A U G 2 5 2.023 N t '� A 12 RE S CHECK a T 'P . ; ,p� � 5 0 �� I�P. 6 DEERKOSKI DESIGNS ENGINEERING .- . EXISTING BacO DOORS 36' Mattituck, New York 11952 7'-411 �� SINK Phone 631.905.8834 Email: deerkoskidesigns@gmail.com 1 T-11'1 KITCHEN FRIDGE GAS ENGINEER OR ARCHITECT STOVE STAMP 13'-8" SUNR00 LIVING RO 4 bD 27'-QII UNFINISHED D BASEMENT N � N AREA TO BE RENOVATED i C DINING ROOM ENTR co REVISIONS NO. DESCRIPTION DATE C L _ -0° o ALCOVE 1 1 ST SUBMI 7-3-23 BATH i 2 2ND SUBMITTAL 8-23-23 ALL � CL � `O CL UP LCOVE P� 1'-10" D N N TH NTH 1 REVISED 8-23-23: -WORK IS ALL PROPOSED 4'-10" - -REFRAMING ALL PROPOSED WINDOW OP '— ENINGS W/NEW HEADERS&ALL NEW C L: WINDOWS Zv (SEE FLOOR PLAN FOR HEADER AT -loll 1 10'-5° -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS C) a CL -ALL NEW INSULATION THROUGHOUT - HOME a BEDROOM `=WHERE CHANGES HAVE BEEN MADE N CL EXISTING FINISHED BASEMENT PROJECT TITLE: TURCHIANO RENOVATION 350 Oak Road MASTER 13-8 E�;D w New Suffolk NY, 11956 EGRESS BEDROOM o DATE: 8-23-23 BEDROOM DRAWN BY: C.D. 13'-11" SCALE: AS NOTED CL DRAWING TITLE: M EXISTING 29'-1" FIRST FLOOR 2 EXISTING BASEMENT FLOOR PLAN PLANS EA1,) EXISTING FIRST FLOOR PLAN Al SCALE: 1/811=11-011 SCALE: 1/8"=1'-0It .� of N, w SHEET NO. Pf^ n, m z � _ tr u, 10 '502 Al��� SI N L t I I r 1. 1 Y DEERKOSKI DE SIGNS ENGINEERING NEW WINDOW W/ NEW(2)2x10 HDR NEW WINDOWS W/ 15n NEW(2)2xI0 HER 28-016 EXISTING SLIDER NEW WINDOW W/ NEW(2)2x10 IIDR FOOTING 11032 107 L107 109 106 _._...._.._.....__....... __._.._.... ............ - .._ O - -- - _.. _ ..._.— T-4" _ SINK % Mattituck, New York 11952 Phone 631.905.8834 k Email: deerkoskidesigns@gmail.com NEW WINDOW M NEW(2)13,4'x I OFFICE KITCHEN it 7/8"b1L HDR - (2)2x1000LLAR REM D @4 GAS W °W ENGINEER OR ARCHITECT L.. —I,0 STOVE `° ' ❑ 101 .......j � � LIVING ROOM � I STAMP SINK NEW DECK FRIDGE UNFINISHED BASEMENT I 4'-1" 27'-8" T-0" 40 •I'' ................_.._.____....................__..........____...._..........._............_..._____.................__.........._...._._......_..._.._........______.._...._...__....___.._._._._.._..._....................._....._ ._.. RENOVATED AREA 1 NEW WINDOW '� A5 W/NEW(2) 2z l0 HDR CEiLINT A6 TRANSIT ON ' HFADER OI� i I O C1O rn ENTRY 10 ' 7_4" RAISE FLOOR TO LIVING ROOM i` '' '' ' FINISHED FLOOR 10, ¢ ',i f 00 8" HEIGHT - ,. U r V 17 0 �( � REVISIONS - ALCOVE o. �BQTH \ N DESCRIPTION DATE I;'. ✓ I 1 1ST SUBMITTAL 7-3-23 A7 - 00 CL I UP 2 2ND SUBMITTAL 8-23-23 S - HALL C NEW wlNnows I n I W/NEW(212x]0 BATH_ ' • HDR (�--�� o C L 10'-5" ( �) -WORK IS ALL EPROPOSED VISED 23. o / �J`'—"� -REFRAMING ALL PROPOSED WINDOW BATH OPENINGS W/NEW HEADERS&ALL NEW 13 BATH N WINDOWS 3'_3�� (SEE FLOOR PLAN FOR HEADER ✓�. EXISTING -WINDOWS IN BEDROOM MEET EGRESS j 2'-4° CALLOUTS) DO 1 REQUIREMENTS BEDROOM 110 ALL HOME EWINSULATIONTHROUGHOUT o 04 *=WHERE CHANGES HAVE BEEN MADE O ADDED CL 2'-0" 2'-4" 2'-5" BATHROOM NEW WINDOWS EGRESS PROJECT TITLE: TW3064*W/ NEW(2)2x10 HDR _ EXISTING FINISHED TURCHIANO EXISTING BASEMENT RENOVATION MASTER EHI,' G 350 Oak Road BEDROOM EXISTING 111 wIN»ow New Suffolk NY, 11956 NEW WINDOWS 110 BEDROOM 2 _ EGRESS TW3046* I -' W/NEW(2)2xl0 HDR , O ' r DATE: 8-23-23 DRAWN BY: C.D. SCALE: AS NOTED 13'-11" 13'-8' DRAWING TITLE: ......... PR ❑ P ❑ S ❑ B O BASEMENT 104 NEW WINDOWS 104 W/NEW(2)2x10 HDR FIRST EL ❑ ❑ R 1 PROPOSED FIRST FLOOR PLAN z PROPOSED BASEMENT FLOOR PLAN PL ANS SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SHEET NO. - REFRAMING EXISTING WINDOW OPENINGS W/ NEW HEADERS & ALL OF iNFyL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) �-o - WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS � �.`. ° A2 ALL NEW INSULATION THROUGHOUT HOME (SEE INTERIOR SECTIONS FOR INSULATION CALLOUTS) °A 5 2 �1 DEERKOSKI DESIGNS & ENGINEERING Mattituck, New York 11952 Phone 631.905.8834 Email: deerkoskidesigns@gmail.com ENGINEER OR ARCHITECT `a. STAMP 1 EXISTING EAST ELEVATION 2 EXISTING NORTH ELEVATION REVISIONS A 3 SCALE: 1/8"=1'-0" A 3 SCALE: 1/8"=1'-0" NO. DESCRIPTION DATE 1 1STSUBMITTAL 7-3-23 2 2ND SUBMITTAL 8-23-23 REVISED 8-23-23: -WORK IS ALL PROPOSED -REFRAMING ALL PROPOSED WINDOW OPENINGS W/NEW HEADERS&ALL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS -ALL NEW INSULATION THROUGHOUT HOME "=WHERE CHANGES HAVE BEEN MADE PROJECT TITLE: TURCHIANO RENOVATION i' 350 Oak Road New Suffolk NY, 11956 Lj 1-1 EXISTING BILCO BASEMENT STAIR ACCESS DATE: 8-23-23 DRAWN BY: C.D. KEEP SCALE: AS NOTED L EXISTING EXISTING EGRESS WINDOW BACK STAIRS DRAWING TITLE: EXISTING EEEVATIDNS SHEET NO. 3 EXISTING \HEST ELEVATION 4 EXISTING SOUTH ELEVATION FNE n_ i n n_ n P��S? �h FR y0 A 3 SCALE: 1/8 -1 -0 * Crf '�0 A 3 SCALE: 1/8 -1 -0 5(OZ ,4', .t fir•! ' , DEERKOSKI DESIGNS ENGINEERING Mattituck, New York 11952 Phone 631.905.8834 Email: deerkoskidesigns@gmail.com ENGINEER OR ARCHITECT STAMP LL' _ 0 r .i 1 PROPOSED EAST ELEVATION z PROPOSED NORTH ELEVATION REVISIONS A4 " ' " A 4 SCALE: 1 "= ' "SCALE: 1/8 =1 -0 /8 -1 -0 NO. DESCRIPTION DATE 1 1ST SUBMITTAL 7-3-23 2 2ND SUBMITTAL 8-23-23 REVISED 8-23-23: -WORK IS ALL PROPOSED -REFRAMING ALL PROPOSED WINDOW OPENINGS W/NEW HEADERS&ALL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS -ALL NEW INSULATION THROUGHOUT HOME =WHERE CHANGES HAVE BEEN MADE PROJECT TITLE: TURCHIANO RENOVATION 350 Oak Road New Suffolk NY, 11956 EXISTING DATE: 8-23-23 ' SLIDING DOORS REMOVED WINDOW DRAWN BY: C.D. SCALE: AS NOTED DRAWING TITLE: EXISTING BILCO BASEMENT ACCESS STAIR KEEP EXISTING BACK STAIR P R ❑ P ❑ S E D ELEVATI ❑ NS SHEET NO. OF NEwY 4 PROPOSED SOUTH ELEVATIONjA w 3 PROPOSIED WEST ELEVATION A4 SCALE: 1/8"=1'-0" 4 4 SCALE: 1/811=:1'-0" `�° 2 o S o ��, I I DEERKOSKI DESIGNS & ENGINEERING {� REFRAMING EXISTING WINDOW OPENINGS W/ NEW HEAD ERS & ALL Mattituck, New York 11952 NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) Phone631.90s.8834 .y '. Email: deerkoskidesigns@gmail.com , - WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS J. - ALL NEW INSULATION THROUGHOUT HOME (SEE INTERIOR SECTIONS FOR INSULATION CALLOUTS) ENGINEER OR ARCHITECT STAMP 28�_1 8 NEW INSULATION- R37 2x10 SISTERED TO RAFTERS @16" O.C. (3) 1/211 CARRIAGE O O BOLT O O O REVISIONS _ NO. DESCRIPTION DATE NEW INSULATION- 1 1ST SUBMITTAL 7-3-23 21 1-6 3 „ R37 : — 16 (2)2x10 COLLAR TIE 2 2ND SUBMITTAL 8-23-23 r REVISED 8-23-23: -WORK IS ALL PROPOSED r -REFRAMING ALL PROPOSED WINDOW OPENINGS W/NEW HEADERS&ALL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS -ALL NEW INSULATION THROUGHOUT HOME WHERE CHANGES HAVE BEEN MADE , � MI OI ' { LIVING ROOM00 PROJECT TITLE: 1' INSULATION RI INSULATION R15 TURCHIANO RENOVATION INSULATION R19 MUDROOM 350 Oak Road New Suffolk NY, 11956 DECK 6'-0" 2x6 D.J. @16" O.C. DATE: 8-23-23 OO DRAWN BY: C.D. FILL AREA BETWEEN w SCALE: AS NOTED RAISED FLOOR TO FLOOR JOISTS W/RIGID o GRADE BE LEVEL WITH FOAM INSULATION R20 DRAWING TITLE: LIVING ROOM FLOOR HEIGHT p J w PROPOSED m Z O SECTION 1 M SHEET NO. 1 PROPOSED NORTH EXTERIOR SECTION FN A S SCALE: 1/4"=1 '-O" �� `5. U�F`�'-o 0 A5 m t , fr z �w A 0,2 '2 �� DEERKOSKI DESIGNS - REFRAMING EXISTING WINDOW OPENINGS W/ NEW HEADERS & ALL EN GINEERING NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) - WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS - ALL NEW INSULATION THROUGHOUT HOME (SEE INTERIOR SECTIONS FOR INSULATION CALLOUTS) Mattituck, New York 11952 Phone 631.905.8834 Email: deerkoskidesigns@gmail.com ENGINEER OR ARCHITECT STAMP 01 23 -0 511 16 REVISIONS NO. DESCRIPTION DATE 1 1STSUBMITTAL 7-3-23 MUD ROOM 2 2ND SUBMITTAL 8-23-23 FRONT REVISED 8-23-23: -WORK IS ALL PROPOSED DOOR -REFRAMING ALL PROPOSED WINDOW OPENINGS W/NEW HEADERS&ALL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS -ALL NEW INSULATION THROUGHOUT HOME =WHERE CHANGES HAVE BEEN MADE 3/4" PLYWOOD SUBFLOOR PROJECT TITLE: TURCHIANO RENOVATION 350 Oak Road New Suffolk NY, 11956 EXISTING FLOOR RAISED FLOOR LEVEL WITH FILL AREA BETWEEN HEIGHT LIVING ROOM FLOOR HEIGHT FLOOR JOISTS W/ RIGID DATE: 8-23-23 FOAM INSULATION R20 2x4 SLEEPERS @ DRAWN BY: C.D. I6" O.C. SCALE: AS NOTED DRAWING TITLE: : a PR ❑ P ❑ SED INTER ❑ R PROPOSED FLOOR INTERIOR SECTION SECTI ❑ N SCALE . 3/8"= V-011 A 6 +'fit SHEET NO. O 4N 11, J - OA6 ON Z 110c) 0?250 �� SSIO P�- 1 ' DEERKOSKI DESIGNS ENGINEERING 61-011 1 .•�'`�''Y Yf'r 10" x 10" PIER & 1/2 LAG BOLTS Mattituck, New York 11952 .:; 16 x16 x12"" " 11 Phone 631.905.8834 @2 -OO.C. Email: deerkoskidesigns@gmail.com FOOTING STAGGERED 2x6 D.J. @16" O.C. r E ENGINEER OR ARCHITECT STAMP (2) 2x8 ACQ GIRDER CEDAR WOOD 2x6 LEDGER W/ EXISTING DECKING DECK 1/2" LAG BOLTS HOUSE _j 6'-0" STRUCTURE Q (2) 2x8 GIRDER 2x6 D .J . @16O .C. ° Z " o _ M1ao Q - STAIR o � REVISIONS �y NO. DESCRIPTION DATE ° ° JOIST HANGER 1 1ST SUBMITTAL 7-3-23 n Ilx^ 11 ACQ Ur 2 2ND SUBMITTAL 8-23-23 �F `f Z — WET DECK POST co co C1 w X REVISED 8-23-23: * RAD E o CONNECTOR s" w -WORK IS ALL PROPOSED LL -REFRAMING ALL PROPOSED WINDOW QN 1 O 11 PIER OPENINGS W/NEW HEADERS&ALL NEW W w WINDOWS r n Z (SEE FLOOR PLAN FOR HEADER V J CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS ;';'u `•.:=;. ;;�;.` `, � REQUIREMENTS O -ALL NEW INSULATION THROUGHOUT HOME *=WHERE CHANGES HAVE BEEN MADE Z cn 16 x 16 x 12 PROJECT TITLE: � Mao FOOTING �' o 2x6 ACQ LEDGER 00 FASTENED TO TURCHIANO HOUSE FRAMING w/ RENOVATION LAG BOLTS 350 Oak Road New Suffolk NY, 11956 Mr M ° DATE: 8-23-23 DRAWN BY: C.D. —7 11 ® 1 11 .0 SCALE: AS NOTED SCALE : DRAWING TITLE: PR ❑ P ❑ SED 2 PROPOSED DECK PLAN BECK SCALE: 1/4"=1'-011 ELEVATI ❑ N & PLAN SHEET NO. F NFw � 7 Z kr x /A\ p D DE p C1 Ec I 101q �O SSIO1t4 A � i DEERKOSKI DESIGNS ENGINEERING " VENT THRU ROOF ROOF BATH 1 BATH 2 Mattituck, New York 11952 Phone 631.905.8834 211 Email: deerkoskidesigns@gmail.com - 2 KITCHEN ENGINEER OR ARCHITECT _ STAMP '1 211 1 -1/2'1 21' 1 -1 /2" 1 -1 /2" 1 -1 /211 TOILET TOILET SINK TUB SIN SINK SINK SHOWER FIRST FLOOR LF 211 311 1 -1 /2" LF 211 311 1 -1 /211 " 1 -1 /2" C.O. 4 2„ 311 MAIN 11 3 T 11 SANITARY REVISIONS 11 O. DESCRIPTION DATE 4 N EXIST 1 1ST SUBMITTAL 7-3-23 BATH TH 3 LAUNDRY ---- I 2 2ND SUBMITTAL 8-23-23 /'1 / (PROPOSED) - - FWASHER/ TO EXISTIS ALL PROPOSED - REVISED 8-23-23: _ - RK T_ „ � DRYER -REOFRAMING ALL PROPOSED WINDOW SANITARY 2 OPENINGS W/NEW HEADERS&ALL NEW SEPTIC TANK WINDOWS TOILET 1 -1 /211 (SEE FLOOR PLAN FOR HEADER CALLOUTS) 211 -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS TUB ° SINK -ALL NEW INSULATION THROUGHOUT HOME *=WHERE CHANGES HAVE BEEN MADE 211 DOOR AND WINDOW SCHEDULE PROJECT TITLE: BASEMENT MANUFACTURER: ANDERSEN WINDOWS ROUGH OPENING FRAME (UNIT) SIZE MANUFACTURER'S TURCHIANO 2" 311 1 -1 /2" SYMBOL QUANTITY TYPE (w X H) (W X H) NUMBER REMARKS RENOVATION C'O 101 1 DOUBLE HUNG 11'-4 1/2"x -1 7/8" 11'-3 1/2"x 6-0-0 7/8" (4) TW26410 MULLED IN 6-1 350 Oak Road if 11 O SHOP New Suffolk NY, 11956 102 1 DOUBLE HUNG 6-7 1/4"x 6-1 7/8" 5'-6 1/4"x 6-0 7/8" (2) TW26410 MULLED IN SHOP 1 DOUBLE HUNG 3'-1 7/8"x 2'-8 5/8" 3'-0 7/8"x 2'-7 5/8" TW26210 - DATE: 8-23-23 SUMP P U IM P DRAWN BY: C.D. i ,� MULLED IN TO SEPTIC 104 3 DOUBLE HUNG 5 8 1/4 x 4 9 7/8 5-7 1/4 x 4-8 7/8 (2) TW2646 SHOP SCALE: AS NOTED TANK THRU 2 DOUBLE HUNG 2'-8 5/8" x 4'-9 7/8" 2'-7 5/8"x 4'-8 7/8" TW2646 - DRAWING TITLE: PIP E 1 DOUBLE HUNG 3 11 1/4 x 3 2 3 10 1/4 x 3 1 (2) TW18210 SHOP MULLED IN ,.t ,� , - - - - PLUMBING RISER l{.; ...;;. DIAGRAM & DOUR & MULLED IN 2 DOUBLE HUNG 2'-8 6/8"x 5'-1 7/8" 2'-7 5/8"x 5'-0 7/8" TW26410 WINDOW SCHEDULE SHOP 108 1 SWINGING -4 1/2"x 6'-10 1/2" 6-0-0 3/8"x 6'-8" S2103-SDLLE EXTERIOR 6-4 .'� '.. INSULATED SHEET NO. 109 1 EXISTING 4'-6"x 6'-8" 4'-6"x 6'-8" _ EXTERIOR SLIDER INSULATED RISERDIAGRAM „ " � " � MULLED IN OF N F 110 2 DOUBLE HUNG 6-8 3/8 x 4-9 7/8 6-7 1/4 x 4-8 7/8 (2) TW3046 p'� 1L SHOP r,, J DEFT �OA 8 SCALE : 1 4��_ 1�_��� � ���� ,,..,�. �o �� 111 1 DOUBLE HUNG 3-2 3/4 x 4-9 7/8 3-1 5/8 x 4-8 7/8 TW3046 (P w O SSIU4 �' DEERKOSKI DESIGNS CMG Y ENGINEERING r r UND LOAD PATH CONNECPON AND CONSTRUCTION DETAIL DRAWNGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING sruDs Mattituck, New York 11952 ENDWALL RAFTER WALL STUD Phone 631.905.8834 CRIPPLE STUD BOTTOM PLATE Email: deerkoskidesigns@gmail.com 0 o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER ENGINEER OR ARCHITECT JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION STAMP 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION AFTER SIZ USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNIN PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1 4 x12 20ga. STRA APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4 x24 20ga. STRA APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER LEDGE FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER LEDGE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION _ TOP PLATE BLOCKING BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4 0 O.0 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- I -CONTIN. SCREENED VENT ;.,. 4" - 8" LSTA24 1-1/4"x24" 20ga, STRA SH ONND JACK ALL OPENINGDS PROVIDE HEMMED EDGE AT OPENINGS TOFE1/4 NTAL ECH INID�IMENSION. 1 ONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.0 AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4%30" 18ga, STRA AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4' - 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 5OVER BEARING WALLS AND HEADERS i r 14 - 16 LSTA36 - x36 1 g . STR - - x SOFFITED EAVE DE AIL INSTALL 4'0 O.C.00R00 VENTILATION 1 1/4" 8 a A AND JACK STUDS � 8' 12' RAFTER RT20 1 1/8' 20ga. TYDOWN ANCHOR EACH ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING REVISIONS ROOFING LAPS BASE NO. DESCRIPTION DATE N FLASHING 4 INCHES N RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME 1 1ST SUBMITTAL 7-3-23 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 2 2ND SUBMITTAL 8-23-23 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ,;�•',.;�. ,. TOP PLATE REVISED 8-23-23: GIRDER/HEADER -WORK IS ALL PROPOSED F1 SIDE WALL FLASHING -REFRAMING ALL PROPOSED WINDOW "_ ` 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST OPENINGS W/NEW HEADERS&ALL NEW AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES SIDEWALLS WALL STUD AND RAKES -- PROVIDE HEMMED EDGES Sb WINDOWS ;• FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS (SEE FLOOR PLAN FOR HEADER INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ) '.' 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" CWINDOWS IN BEDROOM MEET EGRESS ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE. RAFTER/PLAT RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. REQUIREMENTS INSTALL 4'0" O.C. RAFTER TO PLATECONFORM AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS '• 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OFF ROOF TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS -ALL NEW INSULATION THROUGHOUT `i•".'. ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD HOME "=WHERE CHANGES HAVE BEEN MADE :.•y;. . DBL. SILL PLATE TERMITE SHIELD SILL GASKET vvO0D JOISTS i WOOD JOISTS TYP. CONC. FOUNDATION CONE. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE PROJECT TITLE: OAMPPROOF EXTERIOR 6 MIL. POLY _ ��� 6MIL POLY ON EXTERIOR GRANULAR FILL I BOLTED TO STEEL BEAM WITH 112 " DIA. BOLTS @ 48" o.c. STAG. STEEL COLUMN ' � � ° / ° CONE. SLAB ° I e a ° P a° ° ROOF JACK // III STEEL BEAM TURCHIANO ` ANCHOR BOLT EMBEDMENT: RENOVATION i COMPACT FILL 8" POURED OUR DWCCONCRETE. 15; /4" x 8" STEEL 4" x 1 ° `Dr ROOFING LAPS I TOP AND BOTTOM PLATE FLASHING AT WITH GROUT 6" ANCHOR BOLT ' KEYWAY FOOTING ,D � / " �'° ° CONC. FTG. ° Q ° P SIDES AND TOP ANCHOR BOLT CONNECTION USE WITH BP SQUARE WAS ERS 350 Oak Road e (USP 8" DI OR BP583B . 3" STEEL COLUMN New Suffolk NY, 11956 � REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLT DRAIN TILE v - ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONE. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE DATE: 8-23-23 ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL DRAWN BY: C.D. rSUBFLOOR SCALE: AS NOTED CONE. SLAB GARAGE DOOR FRAME JOIST DRAWING TITLE: 6X6 10/10 WWM COMPACCT FILL DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE 1/2" AIR ACE p , e ° 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ° L 7 1 2" , a WITH A NAILING PLATE IF NEEDED) WIND AT END AND �, ° °' , ° ° , ° TO BE APROX. 1/2' OR HIGHER THAN c ° BEAMS F WOOD D,o o , D. o - STEEL BEAM TO ALLOW FOR SHRINKAGE _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) C E I �I E C T I 0 S ' GRADE � -'a C!„ a / ' I I-I�I I I�I I it I e °• a° °• ' e " 6X6 W.W.M. a II—II—III-11 II c P c ,' ,° ,° ,, -----NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - ° ° , ° -� SUBFLOOR Q MIN. �� ° EINFORCING BAR ° / ' - °° I r LX DETAILS NOTCH EQUALS 1 4 DEPTH OF BEAMI i-I o o OIST L ° °•D - II-II DRAIN TILE I� �•I •° ENFORCING BAR ,°, LL o°, 12>' SHEET METAL./ 30# FELT UNDER BEAM AT POINT 1 ° a��,A o° °o° ° II IP ° °° W C STEEL BEAM 3 OF CONTACT ITH ONCRETE OR CONC. BLOCK -m — —M PLATE (BOLTED TO BEAM) a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM • SHEET NO. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR `WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET OF NEyi P Gj � J DEp O� A9 7 50C9 DEERKOSKI DESIGNS LX. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ENGINEERING USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 4" MAX. 4" DIA. MAXIMUM 4 DIA. MAXIMUM POST GIRDER/HEADER o Mattituck, New York 11952 z Phone 631.905.8834 ° Email: deerkoskidesigns@gmail.com POST/COLUMN V D n v z 12"x12"x12" - v " v �- CONCRETE FOOTING r �n �n M v v � ENGINEER OR ARCHITECT STAMP DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ,;�;• 1-1/2"SPACE MINIMUM r HANDRAILS GIRDER POST ' GIRDER/HEADER o y ' Cn v POST/COLUMN ,' ° BALUSTERS RIM/DECK JOIST o CONCRETE PIER 1r / OPEN BALUSTER ATTACHED TO WALL v° v ° • HANDRAIL CONNECTION REVISIONS ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LEN TH POST-TO-DECK CONNECTION NO. DESCRIPTION DATE OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAI S HEADER/GIRDER-TO-POST CONNECTION 1 1ST SUBMITTAL 7-3-23 SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER 2 2ND SUBMITTAL 8-23-23 PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER REVISED 8-23-23: TOP PIECE OF SIDING AND -WORK IS ALL PROPOSED-REFRAMING ALL PROPOSED WINDOW LAPPED OVER FIRST CONTIN. OPENINGS W/NEW HEADERS&ALL NEW WINDOWS PIECE OF SIDING BELOW GIRDER/HEADER UNDISTURBED SOIL (SEE FLOOR PLAN FOR HEADER LAY PLASTIC BASE DIRECTLY ON CALLOUTS) 2 -1/2" DIA. LAG BOLTS W/WASHERS UNDISTURBED SOIL (ORGANICS REMOVED) -WINDOWS IN BEDROOM MEET EGRESS CONNECTED TO BLDG. @32"OC LEVEL BASE REQUIREMENTS NEW INSULATION THROUGHOUT STAIR TREAD o ® FIT CONSTRUCTION TUBE AND PLUMB HOME POST/COLUMN ° BRACE TUBE RIM BOARD ° ° FILL AS PER MANUFACTURES'INSTRUCTIONS `=WHERE CHANGES HAVE BEEN MADE STRINGER FLOOR FRAMING 2x JOISTS III-I I-111- I -I II-III=III- 1 -111 III-III-III-III ,III-III III-11 PROJECT TITLE: BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS ° o o TURCHIANO ' LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST)BD. DILI cl 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL RENOVATION STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR 350 Oak Road HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION GRAVEL New Suffolk NY 11956 LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FILACETUBE L AS PER MANUFACTURES' INSTRUCTIONS DATE: 8-23-23 =111=III=III= 11=III=III=III=III— =H1=III III-III, ,III=III III=III III-11 SCALE: AS NOTED STRINGER DRAWING TITLE: @16n� (z>THRu- WOOD JOIST JOIST " BOLTS PB44 POST CONC. PIER FOOTING DECK ANCHOR 8"dia. BIGFOOT SYSTEMS FOOTING FORM PIER 16"TREAD GIRDER/HEADER R M I N ' IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN ° a COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST A CONC.R SLAB GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT �1 T E S > PRESCRIBED IN THE CODE. „a ... d B"dia. D•°d° DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT CONC. PER PLAN 3'-0" °�qo PIER p.�y� ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. SHEET NO. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH a ° THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 ITYDOWN ANCHOR I CONNECT TO EACH JOIST PS OF NFL O A10 r , A N m N _ DEERKOSKI & ENGINEERING GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE �� PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ` 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framingdetails.The are intended as a construction aid ,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH Y g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE Mattituck, New York 11952 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Phone 631.905.8834 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL Email: deerkoskidesigns@gmail.comCOLLAR TIE AS PER TABLE 3.4 EACH FACE meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 8d COMMON EACH TOE accordance with table 3.3. TO RAFTER END NAIL 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ENGINEER OR ARCHITECT (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL STAMP First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL S m.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Y 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. gypsum HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving, pantry,closets,trims,etc. edges and 10'o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: "i FOUNDATION NOTES: e II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate TYP qBOTTOM PLATE TO: length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2-16d COMMONFOOT SEE NOTE: FACE NAIL: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed (virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION SPACING NOTES 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. g).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,70P PLATE OR GIRDER 4-8d COMMON 101ST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE /A\ 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c.. Use approved epoxy for installation, 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE •,'_;,; 5). Unless otherwise noted,all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NCTES: 1,3 a:s. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3 16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS) REVISIONS ;'•'. '; 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE S!OCK NAIL NOTE:2 FOR PANEL FIELD .! along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 N0. DESCRIPTION DATE 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. 3 16d COMMON ! ' 8x16 cast iron foundation vent for every 150 sq.ft.of area. q JOIST ON LEDGER JPER TOE NOTES 1 OIST NAIL 1ST SUBMITTAL 7-3-23 ' ! DECK AND COVERED PORCH NOTES: 3 -8d COMMON 2 2ND SUBMITTAL 8-23-23 + '4 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. +:'. ;;• N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END •°' l;', the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 REVISED 8-23-23: p p p 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. -WORK IS ALL PROPOSED FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: -REFRAMING ALL PROPOSED WINDOW For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. f 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL OPENINGS W/NEW HEADERS&ALL NEW s Edition Wood Framing Construction Manual. „ QTY. SPACING 3).Tabulated 4 inch o.c.nails WINDOWS Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. pacing assumes sheathing to rafter/truss framing members with G>0.49. For ` below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. (SEE FLOOR PLAN FOR HEADER 2). Unless otherwise noted,all framing and structural wood material to be#2 +BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CALLOUTS) i Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Q -WINDOWS IN BEDROOM MEET EGRESS CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE REQUIREMENTS SHEATHING LOCATION NOTES 3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD -ALL NEW INSULATION THROUGHOUT 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL HOME otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1,3 (BOTH FIELDS) where needed. - 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. GYPSUM 7" O.C. EDGE NOTE:2 FOR PANEL FIELD 4). Unless otherwise noted,all bearing wall headers to be (2)2x10#2+BTR. Doug.Fir. 5d COOLERS '`=WHERE CHANGES HAVE BEEN MADE Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all WALLBOARD 10"O.C . FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE: 3 openings. LVL headers to have(3)jack studs and (2)full length studs on each side of 6). Concrete piers shall be a minimum 6"above grade. openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall WALL SHEATHING: NOTES 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PROJECT TITLE: and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. 7/16"OSB 6d COMMON3"O.C.EDGE TURCHIANO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C.FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. RENOVATION 5d COOLERS „ on plans. WALLBOARD 10 O.C.FIELD 7). Provide 2-1-3/4"thick microlams(height to match floor joists) around stairwell and/or 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 35O Oak Road other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL New Suffolk NY, 11956 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Q-I.1. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. p g p STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES V OR LESS Sd COMMON12"O.C.FIELD _ under all bearing walls. ) p g pp y NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) DATE: 8-23-23 requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. DRAWN BY: C.D. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4 ply Fir 1). Nailingrequirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) „ q g SOIL COMPACTION: using parallel rows of studs or staggered studs. SCALE: AS NOTED • 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing 12 . Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWING TITLE: plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIORTO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED, over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces such as shear plates,shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical t0 be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS 0YPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. G O N E A to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol -16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. NOTES 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SHEET NO. �DC Flyer TYA �50 ;: -I`ll.; ••': Y DEERKOSKI DESIGNS ENGINEERING Generated by REScheck-Web Software Compliance Statement: The proposed building design described here Is Consistent with the building plans, specifications, and other r row® i ic calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in 0 m mpi do% n %Awl REScheck Version : REScheck-Web and to comply with the manZt ory requirements listed in the REScheck Inspection Checklist. cutq! �•� � �5 ��r�u>u�� �' 2S 23 Name - Title Sign Date Mattituck, New York 11952 Phone 631.905.8834 Email: deerkoskidesigns@gmail.com , Project 350 Oak Rd 1 ENGINEER OR ARCHITECT .Energy Code: 2018 IECC Suffolk Count New York �`,:�: :•; .' ' .' Location: , STAMP .:1 Construction Type: Multi-family Project Type: Alteration Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Oak Rd Anelise Turchiano James Deerkoski New Suffolk, NY 11956 350 Oak Rd James Deerkoski P.E. New Suffolk, NY 11956 260 Deer Drive anelise.schroeder@gmail.com Mattituck, NY 22952 608-772-6223 631-774-7355 jamesdeerkoski@yahoo.com 71,, .� •,.„>.,a.£:sus: e " ; : ' a.R•..., .s REV .e, i : ISIONS . .. ...a .... , ay, ., v w. ,. ®:,, ';: _ffi :. •�.:°,:... ;'$<. �",'aav' .d NO. DESCRIPTION DATE _ 3 1ST SUBMITTAL 7-3-23 C..,. ..,ear...>... .:•,.. .. `'�. .. .. , .<.z.q.r,.� '.:° . . ..< .;.:._>,o:aam>e......b,em,=®.,,u . ..`;,, s,..m.,,r+..a,.,az�::s. .,,a —'-m, ._a ,,.:.a,.,'...v'" <"'" w�,.b.......s 't �a." ,..<. ` a.a,� ,.a:»`:aa'a:�,a.,�..,ss• -,�°ek".> `�i3.o.,®...�=�— n. 2 2ND SUBMITTAL 8-23-23 REVISED 8-23-23: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade -WORK IS ALL PROPOSED g g p g -REFRAMING ALL PROPOSED WINDOW assembly In the specified Climate zone must meet the minimum energy code Insulation R-value and depth requirements. OPENINGS W/NEW HEADERS&ALL NEW WINDOWS (SEE FLOOR PLAN FOR HEADER CALLOUTS) -WINDOWS IN BEDROOM MEET EGRESS REQUIREMENTS Envelope Assembf Ies -ALL NEW INSULATION THROUGHOUT V C C C C HOME '1 *=WHERE CHANGES HAVE BEEN MADE 777 , PROJECT TITLE: r Flat Ceiling: Flat Ceiling or Scissor Truss 923 0.0 37.0 0.026 0.026 24 24 TURCHIANO Living Room: Cathedral Ceiling 521 0.0 37.0 0.026 0.026 14 14 RENOVATION East: Wood Frame, 16" o.c. 495 0.0 15.0 0.051 0.060 25 30 350 Oak Road Orientation: Left side New Suffolk NY, 11956 North: Wood Frame, 16" o.c. Orientation: Front 365 0.0 15.0 0.051 0.060 19 22 ; ,. West: Wood Frame, 16" o.c. 495 0.0 15.0 0.051 0.060 25 30 DATE. 8-23-23 Orientation: Back ; South: Wood Frame, 16" O.C. DRAWN BY: C.D. Orientation: Right side 362 0.0 15.0 0.051 0.060 18 22 SCALE: AS NOTED Windows: Wood Frame DRAWING TITLE: SHGC: 0.28 282 0.290 0.320 82 90 Orientation: Unspecified Front Door: Solid Door (under 50% glazing) 36 0.290 0.320 10 12 R C S C H E C K Orientation: Unspecified Back Sliding Door: Glass Door (over 50% glazing) SHGC: 0.28 32 0.290 0.320 9 10 Orientation: Unspecified SHEET NO. Project Title: 350 Oak Rd Report date:06/22/23 Project Title: 350 Oak Rd Report date: 06/22/23 S°F "�`��- Data filename: Page 1 of2 Data filename: Page 2 of2 0A @AWN°�� m N ki d /A\ A C?� O�SS10, 'F