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HomeMy WebLinkAbout49511-Z Slit FQL AA, Town of Southold 7/23/2024 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45374 Date: 7/21/2024 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 15305 New Suffolk Ave,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-6-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/23/2023 pursuant to which Building Permit No. 49511 dated 7/25/2023 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: "as built"second floor alterations for a bedroom and bathroom,to existing single family dwelling as applied for. The certificate is issued to Marchbein,Harvey&Gail&Or. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49511 7/15/2024 PLUMBERS CERTIFICATION DATED 5/21/2024 A (%\Brtav,,Kalbfleisq9 t riz,Ad ignature ��o�SUFFot,��o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . g 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#: 49611 Date: 7/25/2023 Permission is hereby granted to: McCloskey, Thomas PO BOX 223 New Suffolk, NY 11956 To: Legalize an "as-built" alteration to an existing single-family dwelling as applied for. 9 9 9 Y 9 PP Additional information may be required. At premises located at: 16305 New Suffolk Ave, New Suffolk SCTM #473889 Sec/Block/Lot# 117.-6-16 Pursuant to application dated 6/23/2023 and approved by the Building Inspector. To expire on 112312026. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $651.20 CO-ALTERATION TO DWELLING $50.00 Total: $701.20 Building Inspector o��OF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o Jamesh .southoldtownny.c�ov COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Harvey & Gail Marchbein Address: 15305 New Suffolk Ave. city:New Suffolk st: New York zip: 11956 Building Permit#: 49511 section: 117 Block: 6 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: R.O. Electrical Services Electrician: Reynaldo Ortiz License No: ME-40983 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: BATH ROOM RENO Inspector Signature: Date: July 15, 2024 15305 new suffolk ave Town Hall Annex © , JUN 202&1ephone(631)765-1802 54375 Main Road , Fax(631)765-9502 P.O.Box 1179 G` •' Southold,NY 11971-0959 Q r r y = BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: C� ZI26 Building Permit No. � f l Owner: I 'r (T6L'%( 1MdCCA e-Cy--\ "(Please print) . Plumber: Syr? •K, ONO-(el Scti.. lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. C � (Plumbers Signature) Sworn to before me this day of Mad 20.d�j_ DANIELLE GIORDANO NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01GI0020759 Notary Public,.,. Lcokjnjy COMM. EXP.Feb.5,20,9 I 5 OP SOUTyo<o # # -TOWN OF SOUTHOLD BUILDING DEPT. °ycourme�' 631-765-1802 J It,� 1 NSP�ECTION [ ] FOUNDATION 1ST [ZIRGH PLBG. FOUNDATION 2ND [ LATIONc ULKING FRAMING /STRAPPING [ L 4 1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �C e DATE INSPECTO UP so 41611 !J 30,5 Aleut �uaTo t� Svc uryO� . # # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: Q� A a-,A DATE a INSPECTOR "v __w -%4f *OfSO!/lHp� / 1 5 It /V 3DS- AICL # TOWN' OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR ( ] ROUGH PLBG. [._FOUNDATION 2ND [- ] INSULATIOWCAULKING 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: rA DATE 7/igill - I �Aa D 202� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 ant Phone - 516-457-5596 uwain II Dsov��cA Consulting Engira;; May 28, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Marchbein 15305 New Suffolk Ave New Suffolk,N.Y. 11958 District-1000, Section-117, Block-6, Lot-15 Building Permit-49511 Inspection—Insulation - 2nd Floor Alteration On May 24, 2024,I inspected the insulation at the noted location. The inspection verified the as-built insulation installation. The inspection covered the 2nd Floor Alteration The inspection results are: 1 —Walls—Insulation provided and installed by owner. Insulation provided was 100% of the full cavity depth. 2—Ceiling/Roof—Insulation provided and installed by owner. Insulation provided was 100% of the full cavity depth. Result- The insulation installation as inspected and verified by the owner, is compliant with all applicable codes, in particular Section N 1109 of the 2018 IECC. Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. y�A�E o NEW yo Z p �Fpp ° 05,11 RO�ESSIO�`� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 28, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department ® Q 53095 Main Road Southold NY 11971 MQY 2 8 2024 Re: Marchbein De Building 15305 New Suffolk Ave Tcwi I)epa�m�nt New Suffolk,N.Y. 11958 District-1000, Section-117, Block-6, Lot-15 Building Permit-49511 Inspection—Insulation- 2nd Floor Alteration Inspection—Existing-Rough Plumbing On May 24, 2024, I inspected the existing rough plumbing at the noted location. The inspection verified the as-built system components. 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 partially exposed.I observed the drainage and vent lines. The existing system constructed as required. The construction was verified to be in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. 2—WS—System was partially exposed and pressurized. I observed the hot and cold water supply lines. The existing system constructed as required. The construction was verified to be 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. PEE F lvPw Y M O� 9 Nicholas J. Mazzaferro,P.E. 0 z �O 0570°�h A�OFESSIONP�� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------------- con FOUNDATION (2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE ro 0%PAL, FINAL ADDITIONAL COMMENTS Jig 24 I2c4Yt' 04 0 ZN All 77151 7 -M I =�o�aSUFeac'kooGy� 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.southoldtownnny.gov Date Received APPLICATION FOR BUILDING PERMIT rav For Office Use Only - f 1'� M PERMIT NO. y9511 Building Inspector: �AY Z 3 ��GJ Applications and forms must be filled,out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the'owner,an •Owner's Authorization form(Page 2)shall be completed.-, Date: -OWNER(S)OF PROPERTY: ,�cI1 NameYTA � • G_ yr�c:�7�7#1000- --�. _1` _."�_ Project Address: 15-3 05 SUffiQ1 , Y4. Wwskif Al M 5 kl Phone#: ��` - (a�j2 - 29 Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: �j3 �Tclt)S Email: �MQ DESIGN,PROFESSIONAL INFORMATION: Name: Mailing Address: L�Q a2�r)( __�{C1�: u.C _ °'__.��_��/.Z____._.__-_._ __._..__ _ _•.___� _-_.__._-. -• ____..---._.__ __ Phone#: f - - Email d'� 11�'.. 73 -.._.._ l'1� ►�i. _.�leto CONTRACTOR INFORMATION:` Name: Mailing Address: Phone#: (� y yDl -(� i - _ Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structu/nr�e�c❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes YNo Will excess fill be removed from,premises? ❑Yes ONO 1 - PROPERTY INFORMATION Existing use of property: Intended use of property: - --- - - .tSti =al-_ ho. —- _� _� __- N_ �res�c4Urf� I� Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to ,&A—1. j�1-_-___µ__1_1 _ u � this property? ❑Yes 1 ,No 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 236 of.,the Town Code. APPLICATION IS HEREBY,-MADE to the Building,Department for the-issuance of a Building Permit pursuant to,the Building Zone' ,Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or RegulMions;.for•the construction of buildings, ,additions,alterations'or-for removal ondemolition as,herem described.The applicant agrees to comply with allapplicable laws,ordinances;building code,, housing code and regulations and'to admit authorized inspectors on premises and in,building(s)for necessary inspections:False statements made herein are .`punisliable_as a Class,A misdemeanor pursuant to Section'210.45•of.the;New York State Penal Law. Application Submitted By(print name): CQ(f 14 11 WAuthorized Agent ❑Owner Signature of Applicant: 0 Date: STATE OF NEW YORK) SS: COUNTY OF SIdLfJ I(L ) �K q UI krk OSIC/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the kge4A (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. JOSEPH A. DEERKOSKI NOTARY PUBLIC, State of New York Sworn before me this No. 01DE5958125 Qualified in Suffolk County Commission Ex ires Jan. 31,sliB2 7 Id of �� ,20 :Z tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, C��(( �QT1���, 1�1 residing at 1 J M N4 W 0, MW S�t'cO iN% IN r'l�do hereby authorize Ca(}T�Q,Qir�s�if to apply on my behalf to the Town of Southold Building Department for approval as described herein. IL 4"_A_X� ► yIz wner's Signature Date . YLLrvR1 Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) Oaj do hereby authorize (Qmw\ kyy,6S 6 (Agent) to apply on my behalf to the Southold Building Department. ( er's Signature) (Date) (Print Owner's Name) o�O��F, pjkCO�` BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 'y�® a� q Telephone (631) 765-1802- FAX (631) 765-9502 ' ' { Jamesh flsout'.holdt-ownny.gov— seandQ_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: . 0 . -F V-, S c V V; Electrician's Name: License No.: --1/0 q 'a3 Elec. email: Elec. Phone No: va 1- - 6 ❑ I request an email copy of Certificate of Compliance Elec. Address.: Z13j o JOB SITE INFORMATION (All Information Required) Name: Address: 3 a , Cross Street: ,�U I Phone No.: Bldg.Permit#: # 9 s1I email: Tax Map District: 1000 Section: Block: 6 Lot: /. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: ,Spil Circle All That Apply: PS ,�^� Is job ready for inspection?: < E—a) NO Rough In Fln irk Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:- A # Meters Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PerQ,,( + % s 0s Zvil�� PAYMENT DUE WITH APPLICATION �c� �� ��� o✓ Q_c4 l(:)-7 52-9 BUILDING DEPARTMENT-Electrical Inspector ���'b® '. ��Cr��•., TOWN OF SOUTHOLD ',� ?.�: ��•. - Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 1 1 97 1-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 aarnesh southoJdtow-nny oov - seandfa southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: h , 0 . Z—!� -�V-; - k 5 e V V; �. Electrician's Name: License No.: Elec. email: Elec. Phone No: _ 6// F ❑ I request an email copy of Certificate of Compliance Elec. Address.: '(- 72 JOB SITE INFORMATION (All Information Required) Name: . . . fhDwtA, AG b5 e Address: 3 c7S' G ;jC Cross Street: Phone No.: / - Bldg.Permit#: 4 9 si! email: il � 1?jam Cv�� Tax Map District: 1000 Section: Block: 6 Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): z Square Footage: 7S7 S(p Circle All That Apply: 5 O V � �S Is job ready for inspection?: YE ough Ifs Fin ' Do you need a Temp Certificate?: YES NO ' Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �1 fe.c� �b"l S29 PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's It.[ UC Lts Fridge HW POOL Panel " Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop !!/!inisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Southold, New York 11971 Telephone �jt�► (516) 765-1801 TOWN OF' SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL DISTRICT OPERATION PERMIT SEPTIC TANK or CESSPOOL Operation Permit.No. 441 Residential X Non-Residential Fee $ 10.00 Septic Cesspool X NAME OF OWNER: Frank Hajek OWNER MAILING ADDRESS: Box 106. New Suffolk, New York 11956 OWNER PROPERTY ADDRESS: 15305 New Suffolk 'Avenue New Suffolk, New York 11956 OWNER TELEPHONE NUMBER: 516-734-6591 TAX MAP NO. : Section 117 Block 6 Lot 15 CROSS STREET: Corner lot - New Suffolk Avenue and 0rathwohl Road TYPE OF SYSTEM: Septic Tank New Existing Cesspool X New Existing X Residential X Non-Residential DATE OF PREVIOUS PUMP-OUT: Approximately 1984 Judith T. Terry Southold Town Clerk DATE: September 28, 1987 (TOWN SEAL) aoutnoia, v4ew 1 uf'K , 1 vi a Telephone �lt (516) 765-1801 TOWN OF SOUTHOLD SOUTHOLD .WASTEWATER DISPOSAL DISTRICT APPLICATION for OPERATION PERMIT SEPTIC TANK or CESSPOOL Operation Permit No. 41z Fee $ /n DATE Sep-1 aZ.. /9.r-7 OWNER NAME: 1`P A /V /< IYA J_EX OWNER MAILING ADDRESS: 862( / /Ve,✓ S(j1=FOL)< / ltv-1 �'u CFO 4K �• i 119a OWNER PROPERTY ADDRESS: 15-7o s lVev­, fu FJ✓d Ll C )(.0 S'y�,l✓0L1C OWNER TELEPHONE NUMBER: 7341 6 ,59 TAX MAP NO. : Section // 7 Block (0 CROSS STREET: n-Lnte,,� 4P - — n $. 41em, v- �� ,.,� rd TYPE OF SYSTEM: Septic Tank New Existing Cesspool New Existing Residential Non-Residential - - DATE OF PREVIOUS PUMP-OUT: APPaZoX /9�y LOCATION MAP: Must be attached hereto before permit may be issued. (Locate building and system; give north arrow and feet of distance, approximately, to building and closest. road.) Signature of Applicant n r RECEIVED 1� �' TownilerWs�ffic�e� r%A,.... SEP2R 1987 v 1 , C .- -- - - -- { r �.'i'r Co to Of I did 0', I: 5URVEY OF PROPERTY' N SITUATE NEW SUFFOLK TONM, SOUTHOLD W E SUFFOLK COUNTY,NY stxrvtD Oq-20-2022 S SUFFOLK COUNTY TAX• low-117-6-15 MAP OF'LOT 2 ACRES U FILED.UNE 20,iq�8 FILE 066g2 HARVBYMARCEM QN GAIL MABLSHHNSEMMARCEEM SMWARTMAMSArr COMPANY S8705l.OWE 181.16° TARTROPOUTAN ABSTRACT OORPORAYZON 18000ADUMITBAM LSAOA/ATQM � o Jr O ' i R� --t� is � g .a.o.n 2 STpR O ° ems'--- uW 'SAGE Avg mt�m D1z\,rhw o ItJerry �i Q�QOQQ�QQQ�QQQ � IL �� �w J LL NOTES, * 'O Q• yn'i 9 -� �..... ,- MONUME tT FOUND s - •••••�•-.•.'�••• -o--o--o— FENCE IANO AREA=2OJ22 5P.or 0.46 ACRES FLOOD ZONE x - JOHN C.EHLERS LAND SURVEYOR 6RAPHIC SCALE I'=30, 6MSTMAMsnu r MY-&Ur-NO.MM RWMWBAAD N.Y.11901 631-3694=1 REP.-P.W--310apdmcxd09-2022 w l DATE(MM/DD/YYYY) A`��® CERTIFICATE OF LIABILITY INSURANCE 4/19/2023 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(les)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: William Brazier AX Brazier Insurance M No Ext: (631)281-1700 (A/C,No): IL 1490 Montauk Highway ADDRESS: thebrazieragency@gmail.com INSURER(S)AFFORDING COVERAGE NAIC# Mastic NY 11950 INSURER A: EVANSTON INS CO 35378 INSURED INSURER B: HIGH DESIGN HOME REMODELING BUILDING LLC INSURER C: 10 MANORVIW WAY INSURER D: INSURER E:' MANORVILLE NY 11949-2975 INSURER F: 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. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DO/YYYY) (MM/DDNYYY) LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A Y 3FG3669 01/15/2023 01/15/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PO- POLICY JEC 7LOC PRODUCTS-COMP/OP AGG $ '2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PKUPER I Y DAMAut $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N, STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ rE,:IYFICER/MEMBER EXCLUDED?andatory In NH) E.L.DISEASE-EA EMPLOYEE $ es,describe under SCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) REMODELING Certificate holder is also listed as additional insured as pei written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095 MAIN ROAD AUTHORIZED REPRESENTATIVE l '. SOUTHOLD NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 AAA^A A 128668149 RAUL ALTIMIRANO DBA HIGH DESIGN HOME REMODELING&BUILDING 0 10 MANORVIEW WAY MANORVILLE NY 11949 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RAUL ALTIMIRANO DBA HIGH DESIGN TOWN OF SOUTHOLD HOME REMODELING&BUILDING 54375 ROUTE 25 10 MANORVIEW WAY SOUTHOLD NY 11971 MANORVILLE NY 11949 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12433 488=0 242030 12/19/2022 TO 12/19/2023 4/20/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2433 488-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:627197575 U-26.3 i GENERAL NOTES: ELECTRICAL LEGEND: WINDOW LEGEND: DOOR SCHEDULE: NOTE:ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND ALL WINDOWS TO BE ANDERSEN 400 SEINES. FIRST FLOOR DOORS SECOND FL.DOORS 1.ALL WORK SHALL COMPLY WITH FEDERAL.STATE,AND LOCAL BUILDING CODES REGULATIONS OF THE N.Y.B.F.U.AND A CERTIFICATE FROM THE N.Y.B.F U.IS TO AND CKOINA'CES. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. DOOR 1D R.O. HEI(WT IAL OPERATION LIGATIONPANEL2-S B'-e' MgSONITE IOHl SMNO M.BED)SQOM I •'( `7 NOTE:THE OWNER SHAU_PROVILIE ALL LIGHTING FIXNRES UNLESS OTHERWISE WINDOW SPECS - •:� DOOR 2.BEFORE COMMENCEMENT OF WORK,THE CONTRACTORS SF(ALL FURNISH THE 7 B'4 B'-W STEEL RHFAD GARAGE DOOR PAIR @-0• @-8' F.WOOD 6wwo NOTED.ALL OTHER ELECTRICAL EQUIPMENT AND MATT.TO BE SUPPLIED BY THE OWNER ANC ARCHITECT WITH CORES OF ALL REQUIRED INSURANCE AND ANDERSEN ROUGH ROUGH WORKERS COMPENSATION CERRFiCATEb AND NAMES OF ALL SUBCONTRACTORS ELECTRICAL CONTRACTOR, REFERENCE OPENING OPENING CITY.NOTE: PANEL 2 8'-M 6'-R STEEL GARAGE DOOR 2-4• @$ MASOWTS 'FFf.9XgN0 M.QA I .. :! 3 THE GONTAACTOFr.SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE:ALL SWITCHES AND RECEPTACLES TO BE'LUTRON,°DECORA'IN COLOR tVUMBER WIDTH HEIGHT REF , O.NO.pOWNUGHT TRIMS TO BE WHITE. 3 IXf. 2-8• @$ RE RATED Ff GARAGE 7+4• @�' NIASONAYL'; 1jWING Y.CLgB�'f I .• ., CONDITIONS 0NTL¢JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS Q Alt 2'-O 5/8• 2-0 flw 3 •A• : +•. i FROM THE DIMENSIONS SHOWN 4 6'-0' @'S• F.WOOD 6L'BW1NG GREAT RM. •I• .• PAIR. 4'-0' @•S 4.THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DUPLEX ELECTRICAL RECEPTACLE � DOUBLE DUPLEX ELEC.RECEPT. B C126 2'-0 S/8° 2-4 T/8' 1 8 2'-7 a'-W P.WOOD FT SWING 1 STUDY FL BA911 D 1 --- 'B• ,J• .2'-4• G'-B' RE, IGM O .'FL "RAWINGSUNLESSOTHERWISENOTED. i DUPLEXRECEPLTACUVGROUND FAULT INTERRUPT ®i CTR2010 2-06/B" -101/Y 1 1 1BANSOen 1 ., •6'.._.•�i O EJ(T, S'-O' 8'$ F.WOOD BL SWING STLTDV 4 PAIR @-0' 6'-W MASOIW7 _ I(dH[SWING D:FL C40S 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AGAINST ADEQUATELY BRACING AND v ' C C%14- 2-8• 3'-63/e° 3 �' 7 2-10' @$ MASOryfTE SWING BEDROZT}A 11 a'-¢' 6-G' 4E, SVyyyp yD�+ PROTECTINOALL WORK DURING CON4TRUCTION AGNNST DAMAGE.BREAKAGE. msc DUPLEX SEPARATE CIRCUIT RECFJ'fACLE O i. •h.;.;� COLLAPSE.DI5TDRTION,AND MISALIGNMENT ACCORDING TO ALL APPLICABLE O BEDROOM CODES $ WALL SWITCH O CX74-2 5'-a• a'-0 12' 1 ,D, B PAIR 5'-8 @$ MASONRE BL 9NnN0. BEO,+wnl:#1 2$°' @A•. MASQ1yITE 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS.FEES,AND COSTS RELATED TO ® 'I I !•M, CTR2810.2 5'-4' 1'-0 12' 1 Ii41SOM L THEWORKOFTARSCONTRACT CONTRACTORS SHALLINITIATE ALL REQUIRED 3-WAY WALL SWITCH B 2-t0' @$ ONITE SYANG 1ST.FL HALT. 2'-2". B'•S• Mh9CN, N13.' ^� a,'.': #?.:, 0 CX75 2'-e' S'-03B' 7 .1..' _ ._ INSPECTIONS OF ALL WOW COMPLETED UNDER THIS CONTRACT ,IS CEILING MOUNTED JUNCTION BOX .1 )DO PAIR 6-M 9-8• MASONITE POCKET STtipr 9.l1IN0 iT9D11 �s;'5��•` T.THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS CTR 0 1 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. m WALL MOUNTED JUNCTION BOX ® t'-YO' @F MASONITE DGHT SWb10 HALL CL ; - FO REP.TO SKETCH I S.ANY'EM•RAS'FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ® RECESSED DOWNLIGHT(100x)'LIGHTOILER'OR APPROVED EQUAL EXT. 3'-0' 6d" 'M6RNATRU RTBAC[i1a DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO I O REF.TO SKETCH 1 •G• STARTING ADDITIONAL WORK. EXTERIOR MOUNTED pOWNLIGM(100W) D 2-8' @-B' MAEONITB $WINO 80.SEMtiT•}T - MO REF.TO SKETCH 1 ' WALL MOUNTED DUAL SPOT LIGHT 4 1'@ @-B' MASOUTTE SWING 1ST:FL_Ql. B.DOUBLE JOISTS ARE IN BEPROVIDE INSTALLED UNDER ALL WALL JOISTS TALL RUNNING J CX145- PARALLEL TO THE FRAMING.PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST O 2 B-4' 4'-63/B° 3 °J• 2-@ @-a MASONITE IOHTBWFiO 4AUNORY'S)N. REFER TO CONSTRUCT DRAWINGS FOR SIZES 1 � FANAJGHT WITH DUAL SWITCH AT WALL.'BROAW HEAR DUTY'UNIT OK CX162 S-4• 9_0 am- 1 =• '.� H.• 10 ALL FRAMING W MBERTO BE DOUGLAS FIR 12 CONS..GRADE OR BETTER. OR APP EQUAL •K• 8 2-4- 6'-W MASONITE OCKET 12 fl O - - ® CTR2810-2 9-4• 1'-012• 1 Tn4N5pM T 2�8` @-B' F.1IYOGD -FT 6V4NG SUN-ROOM , 11.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK � EXT.MOUNTED LIGHT WITH FAN © CXt 6-3 B�0• 6'-03/B' 1 I I SUCH AS BUT NOT LIMITED TO:MILLWORK.SPRINKLER SYSTEMS AND STEEL WORK. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE SMOKE/CARHON MONOXIDE DETECTOR: O •L• 2-B• @-0' MASONITE PTSWING 2N0 FL CLOS ; Aso 1 OTR2B10.3 6'-0• 1'-0 117 1 TRAKSa..1 PROCEEDING. I TO BE HARD WIRED TO CENTRAL CONTROL BOX © ; B EXT. 3'-0' @$ VLF - C NEW STRUCTURED CABLE C%W18-2 S.— e'-03/B' 1 TeaPFAm ! '•Y I ® CTR3010-2 6'-1' 1'-O 1/2 1 lggNSpM °M• I CONSTRUCTIONLEGEND: ! O FLEX FRAME 6'-0• -012' 1 TMNS°M 'N' OO CTRS111a 6'-01/@ V-012' 1 TMNSOM •p• ' NEW EXTERIOR PARTITION.7 X W WOOD STUD WALL W/12'COX PLYWD. j EXTERIOR SHEATHING(TYVEK WRAPPED&TAPED).QUALITY EDGE SIDING ® cm. T/8' . 6'-03/@ T BY'TRU-SHAKE'-COLOR WICKER APP.ED.PROV 1/2'GYP BD.(SCREWm/TAPEO) CTR2a10 2-a 7/8' 1'-0 t2• T TIw6pM •P. I CLA.PINE W COLONIAL BASE TRIM.&R-21 FOIL FACE INSUL(HIGH DENSITY). I ' I 312'WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS&DOORS ' TOTAL 40 , 1 ALL WINDOWS TO HAVE STOOL - _NEW INTERIOR PAFMTICN-7 X 4'WOOD STUD WALL WITH 1/7 GYP.BD I 1 _(SCREWED/TAPED)APPLIED BOTH SIDES.NOTE'PROVIDE MOISTURE RESIST GYP.BD(GREEN SO.)FOR ALL BATHROOM WALL AND CEILINGS PROV.CEMENT WALL BD FOR ALL TILE AREAS. INTERIORPAINT-TOBE'BENJAMIN MOORE'U.O,N ONE COAT PRIMER AND — - - - '• '{ TWO COATS FINISH(COLORS T.B.O.BY OWNER)SATIN FIN THROUGHOUT • _ .. _ - - _ U O.N.ALL TRIM SEMI-GLOSS. •... 1 _ .. _ - __ ._ -_ ) ••1 HARDWOOD NT.(3 FINISH Y1 RED OAK SATIN .,LYU FELT- ®UNDERLAYMENT.13 FNISH COATS OF CLEAR SATIN POLYURETHANE) • -- - --- -_-- __ � - "`( SUB-FLOOR-USE 3/1 THICK PLYWOOD GLUED AND NAILED. I •• e t i• __ - -- • •. _• _ °. SUB FOR TILE AREAS TO BE SCREWED AND GLUED I - --- -  CERAMIC TILE-•AMERICAN OLEAW TILE OR APP.EQ.TLLE TO BE INSTALLED OVER 1 'CEMENT BOARD U.O.N.WALL AND FLOOR GROUT TO HAVE .2 WATERPROOF ADDITIVE MIXED IN. AT •• LEI,!II'- - __ _ -__ -_ - __ .! BEDROOM#2M.BATH . 8T r.. i t3'-PX 14'-W PLUMBING LEGEND: 10'-4" OP PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED _ _- • i:' I 1 _-___ _______ - +!t,.' ':':� ON CONSTRUCTION PLANS).FOLLOW ALL NECESSARY N Y C AND N Y.S. - !•lnl 1 I --_ ___---- '1 - _ _ - _- --_ _-- - , BU&DINGCODESTHATAPPLYTOWORKBSNGCOMPLETED PROV.ALL •, i - r NECESSARY DRAIN VALVES. OHB PROVIDE FROST FREE HOSE BIBS - ® 1 OS SHOWER HEAD I O � ' ':: •-—� �_i _ - _ .._ _ - _ 1 t z INSULATION NOTES:, I -EXISTING EXTERIOR WALLS:7%W WOOD STUD.R-IS HIGH DENSITY INSULATION BY'CERTANTIEED'OR APPROVAL EQUAL it -NEW EXTERIOR WALLS'7X6'WOOD STUD.R-21 FOIL FA HIGH DENSITY INSULATION I _ B C A Y ERTPJNTEED'OR PROVED EQUAL. 7! •j _1 0" / , -NEW ROOF:R-0B KFWFT-FA.NSULATION BY'CERTAINTEED'OR APPROVED EQ. �' - - ' ! I _ I WTI I 15 cr a COLONIAL REVIVAL-CROWN12 I WND6-CROWN .' I BY BB BYSOR ONE' •-; .. .^ I. .. -_- _ _ _ _ O n•+:1 1 S . FL.CROWN L (ORAPRVD ED.) I 5-S°- r_g„DTI �_I•I ® _ - - -' r WOW BASE MOLDING OR _r COLONIAL REVIVAL-BASE } WOBS001 BASE SHOE - - ORIfPROVED EQ. M.BEDROOM. I.. If l EXERCISE RM. 1 ST. &2ND. FL.BASE MOLDING —1-"'11"t'O - ''' j'" 1'G%)t`to ¢ °a ! $1 a (OR APRVD.EQ) PROPOSED 2ND. FL. PLAN SECOND FLOOR AREA a T 1211 SO.FT. SECOND FLOOR DECK =720 SOFT.-. . TOTAL AREA a 1240 SOFT. GyPBOPEtm•oF �, �. _ , cRymaeas tTTRbR by ,, �aad 15305 NEW SUFFOLK AVENUE APPROVED AS NOTED �L-'�5�� B.P.# 5I ( C4hf'PLY WITY I_L 0 7�:S o!". NEW SUFFOL NY6 I DA� �I� ad BY NEW PORK Sit-: . TO�� OODES' FEE. AS RECUIRED H. �Ot .. ;� d t NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOOT iC:_J TOIh '� `,=' t FOLLOWING INSPECTIONS: !' 1. FOUNDATION-TWO REQUIRED , ,, FOR POURED CONCRETE BOUT ��L - TOVUv~w ,. ►w. • ..,.,. ;;� 2. ROUGH-FRAMING,PLUMBING, N;.�'9"r,•.v,; STRAPPING,ELECTRICAL&CAULKING �„SOUTHOL.D TOV,",l 3. INSULATION 'r 4. FINAL-CONSTRUCTION &ELECTRICAL ',Y$, DEC MUST 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. rLUMSER CERTIFICATION ELECTRICAL ONI LEAD CONTENT BEFORE IE'aPECTIa:I FiEGtUt' E10 CEI+TIFICATE OF OCCUPAMCY COLDER USED IN WATEC2 C UPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. lidd Nu 0,1^' . certgicntion P 'equirc& PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING rite megnrotion regairod ns per NYS Code Lu F9Zpm0 2_1 J U L 2 1 2023 I�IJI,",I'PT DRAIN LIST SHEET # DRAWING NAME Cl COVER SHEET Al EXISTING FIRST FLOOR PLAN O NEw� EXISTING A2 S G FLOOR PLAN S PROPOSED BEDROOM A3 EXISTING FRONT & RIGHT ELEVATIONS zN �-,: ui �a 0'2 FT ELEVATIONS p�o�sSl A4 EXISTING REAR & LE AS PROPOSED/AS—BUILT w BEDROOM 15305 NEST SUFFOLK AVE. A6 PLUMBING RISER DIAGRAM A7 WIND CONNECTIONS & DETAILS COVER SHEET A8 GENERAL NOTES DRAWN BY: CD DATE - -5123 D. DESIGNS SCALE: N.T.S. SHEET#: C1 EXISITING EXISITING SUNROOM/ PATIO DEN 61-811 16'-0" 81-811 IS TIN EXISITING H EXIST INO EXISITING WALK-INif BATH = CLOSET ao EXISITING LAUN RT ° LIVING ROOM EXISITING ENTRY 1 01_611 • o 17'-0" EXISITING' GARAGE EXISITING BEDROOM 21' 11" EXISITING KITCHEN „ EXI ITING 19 -0 DIN NG ROOM EXISTING PO�aH ❑ ❑ 1 FIRST FLOOR PLAN Al SCALE: 1/4"=1'-0" m �Y: w Z 2 15305 NEW SUFF6LK AVE. EXISTING FIRST FLOOR PLAN DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: 1/4" = 1'-0" SHEET#: Al --r 0 - ' ISITI G 131-211 ;� BATH 12'-9" �00 ' CO XISITING EXISITING BEDIROOMBATHlool xI LI � 1 ' 4„0 -9"14 CLOSETasTE E0 O � i CD CLOSET � PROPOSEDAS-BUIL � BEDROOM rol EXISITING � as 19'-8" % N PRIMARY m CLOSET o I , BEDROOM11 .011 �iol 400' Lo r EXISITING OFFICE � SECOND FLOOR PLAN A2 SCALE : 1/4��- 1�_��� a°:�<",,rat 15305 NEW SUFF(JLK AVE. EXISTING SECOND FLOOR PLAN DRAWN 6Y: CD DATE: 5- I -23 D. DESIGNS SCALE: lit" = 1 '-0" SHEET#: A2 T.O. ROOF SHEATHING B.O. CEILING JOISTS O 00 T.O. 2ND FLOOR SUBFLOOR O T.O. 1ST FLOOR SUBFLOOR SIN 0) - T.O. GRADE FRONT ELEVATION A3 SCALE: 1/4"=1'-0" F NEwV 2 RIGHT SIDE ELEVATION 'z N �' Zvi-• A3 SCALE: 1/4"=1'-0" `�aA o> sa 15305 NEW BUFFO K AVE. XISTING FRONT & RIGHT ELEVATIONS DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: 1/4" = 1'-0" SHEET#: A3 3 REAR ELEVATION A4 SCALE: 1/4"=1'-0" 4 LEFT SIDE ELEVATION A4 SCALE: 1/4"=1'-0if s F,N Rtj, 15305 NEW SUFFOLJK AVE. EXISTING REAR & LEFT ELEVATIONS DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: 1/4" = F-0" SHEET#: A4 110 , F op 11 1 A%5) I y 4 -6 SECTION OF RENOVATED BEDROOM WINDOW SCALE : l '—O" = 1 '-0" HEAD HEIGHT i - 51-911 EQ . CD r i CD CD -- ANDERSON CW235 EGRESS WINDOW MEETS MIN. 5 . 7 SF 16 '-0" OPENING 191-811 oe 2 A5) 5,-011 SECTION OF RENOVATED BEDROOM SCALE: l '—O" = l '—O" VAULTED — CEILING AREA 0 o BATHROOM VAULTED CEILING AREA � rnaa 141-411 15305 NEW SUFFOLK AVE. "oe PROPOSED/AS-BUILT BEDROOM DRAWN BY: CD DATE: 5- 1 -23 D. DESIGNS SCALE: 1'-0" = 1 '-0" SHGPT#: AS ROOF " VENT THRU ROOF 1 I BATH 3 BATH 4 BATH 5 _ (PROPOSED) 2" 211 i I I I I I I I I i I I I I I I I �� _ 11 11 1 _ 11 11 1 _ 1 2 ( 1 1 1/2 12 1 1 1/2 1 1 2 1 1 1/2 1 TOILET I I 1 TOILET 1 1 1 TOILET I ° I 1 ° I I 1 1 ° TUB SINK TUB I 1 SIN TUB I 1 SINK I 1 I I I 1 I SECOND FLOOR LF 2" 3" 1 -1/211 -1/2" 2" 3" 1 -1/211 -1/ " 1 2" 3" 1 -1/211 C.O. 1 211 311 BATH 1 KITCHEN 2 3 -- _ _ - 2" 3 2" - _ _- T - BATH 2 211 LAUNDRY _ WASHER/ I 1 I - - -� _ I 1 -1 /211 DRYER 1 1 /2 1 1 TOILET 1 11 -1/211 2„ TOILET 11 -1 " TUB I ° 1 SINK SINK SINK I I I I 1 I I FIRST FLOOR 2" 3" 1 -1/2 2" 3 1 -1/2 1 -1/2 1 C.O. 3" 2" 3" 1 EXIST 4" SANIT ARY MAIN TO EXIST SANITARY SEPTIC TANK Q� OF NE�ty EF,q O RISER DIAGRA M n 'P t A r" / Z w �A5 SCALE : 1 2"= 1'_O�� 15305 NEW SUFFOLK AVE, PLUMBING RISER DIAGRAM DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: 1/2"=1'-0" SHEET#: A5 WND LOAD PATH CONNECT ON AND CONSTRUCTION DETAL DRAWNGS USP METAL CONNECTORS FOR PROPER WIND RESISTANT 8c GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING APPROVED KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 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 RAFTER SIZ USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HO[-D DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20gc. STRAPAPPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20gc. STRA APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER PPLY TO EACH RAFTER LEDGE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g 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 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER 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 ` I VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING 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 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— I ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRA AND JACK STUDS TH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS TOFE1/4 NCH IN TAL MESH I DIMENSION. J ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x3O" 18ga. STRAF AND JACK STUDS GAP TO PREVENT CAPILLARY 4" — 6" RAFTER RT10 10-3 4' x 18 a. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0' O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS " " " 14" — 16" LSTA36 1-1/4"x36" 18ga. STRA AND JACK STUDS 8 — 12 RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING \ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT nI WOOD JOIST 11 � TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH IJSP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO NORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18gc. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEE CONNECTOR. ON ALL OPENINGS RIDGE VENT FOLDS RAFTER/PLAT RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ., INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH S UD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET - �— WOOD SUBFLOOR JOISTS i TYP. CONC. FOUNDATION CONC GASKET. SLAB NEOPRENE / x8 CONTINUOUS DAMPPROOF EXTERIOR 6 MIL. POLY v� BOLTEDTO STEEL BEAM WIT PLATE n 6MIL POLY ON EXTERIOR GRANULAR FILL ° v \� STEEL COLUMN • ry 1/2 DIA. BOLTS @ 48" o.c. STAG. >a V CONC. SLAB �'° Q ° 8o A'o - ° \ \ ROOF JACK I ' �N� STEEL BEAM ANCHOR BOLT EMBEDMENT: COMPACT FILL a og g�a D POURED CONCRETE: 7" 4' x 1/4' x 8' STEEL ° BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o v n a • L ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT <", ° Z'-'� L L- CONC. FTG. �� o Q o G o SIDES AND TOP " � USE WITH 3x3 SQUARE WASHERS 1/2" GROUT oo�a �o � . , , a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR 3" STEEL COLUMN DRAIN TILE � � p FOUNDATION 5/8" DIA. ANCHOR BOLT 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 CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL �SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL DOORGE JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE va 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR ACE < < <� ° 7v1 (WITH A NAILING PLATE IF NEEDED) AT END AND o ° , , ° TO BE APROX. 1/2 OR HIGHER THAN ' , ^ ES OF WOOD D o o , D. 4 STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE BEAMS - �_ I ° a ° a ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° o o 6X6 W.W.M. 4 4 `, ° T= =T=1 I I i � 0 F E III=1 r SUBFLOOR ,=G 0MIN. '----.NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BAR REINFORCING BAR —JOIST DRAIN � TILE Lt 12„ SHEET METAL W 30# FELT UNDER BEAM AT POINT I�(1 ' . /�'A °° ° �° ° I FP STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _rrr—rrr r 1 i r=rrr=[i r-Tr— LPov cu PLATE (BOLTED TO BEAM) �a �0` °- TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °A SHIMS TO LEVEL BEAM �z, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ASIONA 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT v BEAM POCKETISMS SUFFOLK AVE. -p. r. WIND CONNECTIONS & DETAILS DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: N.T.S. SHEET#: A6 CiENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL l - 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 10d common nails required JOINT DESCRIPTION Q-1-Y 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-Sd COMMON JOIST 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 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 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 AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 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 OVER PARTITION WFCM - SBC LAP NAIL DESIGN LIVE LOAD (PSF) R301.5 DESIGN DEAD LOAD (PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: - - UNINHABITABLE ATTICS (NO STORAGE) EXTERIOR (LIGHT FRAME) WOOD WALLS STRUCTURAL MEMBERS R301.7 meets currerit federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE UNINHABITABLE ATTICS (STORAGE) EXTERIOR (LIGHT FRAME) STEEL WALLS RAFTERS GREATER THAN 3:12 PITCH y g p TO RAFTER WFCM - SBC END NAIL HABITABLE ATTICS AND INTERIOR (LIGHT FRAME) WOOD WALLS (NO FINISHED CEILING) 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 _ ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS INTERIOR WALLS AND PARTITIONS 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 EACH TOE EXTERIOR BALCONIES AND DECKS MASONRY WALLS (8"THICK) FLOORS accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL FIRE ESCAPES CONCRETE WALLS (6"THICK) CEILINGS (PLASTER, STUCCO) GUARDS AND HANDRAILS SIP WALLS CEILINGS (GYPSUM) 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS VEHICLE GARAGES (R301.5) PER 20 SQ. IN. ALL OTHER STRUCTURAL MEMBERS (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSENGER VEHICLES EXTERIOR WALLS (PLASTER, STUCCO) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS EXTERIOR WALLS (BRITTLE FINISHES) �, engaged p p WALL FRAMING: SLEEPING ROOMS EXTERIOR WALLS F 4 . The designer has not been en a ed for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete (FLEXIBLE FINISHES) responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in mason block foundations, or lapped under STAIRS LINTELS (SUPPORTING MASONRY WALLS) g p p Y g masonry pp NAIL NAIL ROOF (GROUND SNOW LOAD) 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 NOTES precautions and programs in connection with the work. There are no warranties fora bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Qom'• SPACING (DESIGNED FOR EXPOSURE C) p q EXPOSURE CATAGORY 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 PER FACE NAIL p p P p g PTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 16d COMMON 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 STUD 2 - 16d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and - FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The GenE!ral Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE 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 HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS 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 It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The GenE!ral Contractor and Mason to review plans, elevations, details and notes to _ GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR F RAM I N G. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when -�-� LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO - 3). Provide 7/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS F Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE OR WIND LOADS: 4). Any news 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. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE �� „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick, All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. -� NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 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 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON 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). Orders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: /_ _ 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 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F S H EATH I N C: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 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 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing 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 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all fuming and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-nr SPACING SEE NOTES: 1 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ' 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 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 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 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. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 6d COMMO 3" O.C. EDGE 6). Double tap 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 t Sd COOLERS he 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.on plans. WALLBOARD 101, O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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. P g g 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 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 DESCRIPTIONQTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 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 8d COMMON12" O.C. FIELD under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 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 full coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y Y q 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). Nailing requirements 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. 3). HVAC SOIL COMPACTION: using parallel rows of studs or staggered studs. subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing 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, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces OF NFw Over Subfloor as per manufacture's Instructions. 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 to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. Py P �- p p DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE � � �DSF,S, O 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. .a 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. ..�.._ �, 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. Z _c 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. cn P Y �a �z,�•":: z 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or A '2a 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 �o 810 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 15305 NEW SUFFOLK AVE, be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. GENERAL NOTES DRAWN BY: CD DATE: 5-1-23 D. DESIGNS SCALE: N.T.S. SHEET#: A7