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HomeMy WebLinkAbout49704-Z o�Os��FOl �,pGy Town of Southold 3/9/2024 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45040 Date: 3/9/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 555 Red Fox Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 125.-2-1.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2023 pursuant to which Building Permit No. 49704 dated 9/18/2023 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: additions and alterations(bathroom).to existing_single-family dwelling as applied for The certificate is issued to Hickox AC&DM Fmly Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49704 3/6/2024 PLUMBERS CERTIFICATION DATED 3/4/2024 ra iecuch Au on e S nature �o�SUFFQI�,0 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT yam. TOWN CLERK'S OFFICE rn x Wo . SOUTHOLD, NY o.. 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#: 49704 Date: 9/18/2023 Permission is hereby granted to: Hickox AC&DM Fmly Trt 555 Red Fox Rd Laurel, NY 11948 To: construct.additions and alterations to existing single-family dwelling as applied for. At premises located at: 555 Red Fox Rd, Laurel SCTM #473889 Sec/Block/Lot# 125.-2-1.22 -Pursuant to application dated 8/28/2023 and approved by the Building Inspector. To expire on 3/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION.OR ALTERATION $224.00 CO-ADDITION TO DWELLING $50.00 Total: $274.00 Building Inspector OE SO!/r�Qlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 CDUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Hickox AC & DM Family Trust Address: 555 Red Fox Rd city:Laurel st: NY zip: 11948 Building Permit#: 49704 Section: 125 Block: 2 Lot: 1.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor 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 2 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 5 4'LED Exit Fixtures Sump Pump Other Equipment: Exhaust/ Heater in Ceiling Notes: Bathroom Inspector Signature: Date: March 6, 2024 S.Devlin-Cert Electrical Compliance Form.xls ECEIVE i MAR .� s4-rsP r-axt631?WSs: P-0-has 1179 G 5aa�o�rD,�I��F ''+� � `�� �ictFk.'•`f4�vs�•w����n�s�� BURDR40 DEPARTMENT TOVON OF SOUTHOEM Baiddg 'ea. 0L oviner. y� I ceffy fimtake sake in#o water supply sum camas kms fim2110of 1% Iea(L Ahmhm Signat-am) dayof Q4mirC-V1 . 20 XL SUSAN A.hi_fl -QiMfj5ed in S WX Gourd_ �� Commie UE SO(/l�°� ?04 SSO5 kod rox IM # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) Pq ELECTRICAL (FINAL) [ ] CODE VIOLATION /I-- [ ] PRE C/O [ ] RENTAL REMARKS: ��yl. DATE i CQ a3 INSPECTOR Age oF souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. CO 631-765-1802 qot�o� INSPECTION [ ] FOUNDATION 1ST [ ] 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: Y G &4�to-p" kA ate, 59 &vwl4& yt4g lulcL .o� o DATE INSPECTOR hO�aOF SOUIyO� 7 04 - * TOWN OF SOUTHOLD BUILDING DEPT. u�m� 631-765-1802 'INSPECTION ' .] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAP.PING [ ] .FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) >VELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR HITECT MARK SCHWARTZ&ASSOCUTES 28495 .N-1ain Road#.PO Box 933•Outchogtic,NY 11933 631.734.4185 1 www.niksarchitect.com March 04,2024 Southold Town Building Department J 54375 Main Road MAR 4 2024 Southold,New York 11971 Re: Hickox property 555 Red Fox Road T-o-ml of Smlfhold Mattituck,NY Permit#49704 To whom it may concern, I have been on site during the construction phase for the additions/alterations. The foundation, framing,strapping,rough plumbing with pressure test and the insulation installation have been completed as per plans and to the best of my knowledge,meet or exceed Town and NYS code requirements. Pleasecall this office with,any questions you may have. Sincerely, zvl Mark Schwartz k. ?IELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) 0 ------------------------------------- FOUNDATION (2ND) z � o . ROUGH FRAMING& ' PLUMBING O\ � r INSULATION PER N.Y. STATE ENERGY CODE b - m Y FINAL ADDITIONAL COMMENTS r ?J J cl�f�I /D D P-01G 10V V c�- b � o x r� x d b TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 a Telephone 631 765-1802 Fax 631 765-9502 https://ww-w..southoldtownny.gov Date Received APPLICATION FOR BUILDING'PERMIT For Office Use Only PERMIT NO. Building Inspector: . A U G 2 8 2023 Applications and forms must-be f lled.out in ttieiir;entir6i.'Incomplete -„, T applications wilI not.be accepted:":Where the Ap06nt.is not the owner;an I3TJII DTi�G DEFT, .-Owner's Authoiization f6rm,(Page.2)shall be completed: , :-.. .:.,::'' TOMS �01, Date: g OWNER S ,OF PROPERTY: Name--Pl," C !A ciao x SCTM#1000 ro.Vn M •N+cKC, X Yos„I -Tr Project Address: 555 pNe_d. Fox .Ro , -1 1.c 1q Q Phone#: �n31 .5S3 .��-13 Email: Mailing Ad dress: .SSS �.e-k -Irb �Ik _ LGA.),r- CONTAg1 PERSON:; - Name: Mailing Address: c.)55 �� o. r �Qq Phone#: Email:. %1p . \_.553 �4 �3 S�-c c14s 51e.® o c►nl,��,h F A7 DESIGN PROFESSIONAL.IN ORM ION:,'. Name: W 0,-r4 , SS o 'trl c e S Mailing Address: p p (1JOx 1� - Phone#: Email:' D v��\ •`l. 1�,5 C ono 9�ksorch► ,-CONTRACTOR INFORMATIONc Name: Mailing Address: e) ' C1\ k-o 5 Phone#: � X 7 2- : , Email:Cke -® Mail . un. . -DESCRIPTION"OPPROPOSED C0NSTRUCt10N ❑New Structure IRAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? DYes 9No Will excess fill be removed from premises? 2 es ❑No 1 i ' PROPERTY INFORMATION C 71 Existing use of property: Intended use of property: e i Zone or use district in which premises �is�situated; Are there any covenants and restrictions with respect to - - this property? 1]Yes gNo IF YES,PROVIDE A COPY. ChecklODt After'Readirlg: The oairierJtorrnactorJdesign professional is responsible for ail drainage and storm water issues aaProvided by Chapter:136 of tree,rbM6tode APPUCATION`15 HEREBY MADE to the fkd d�rig Department for the'�ssuanoe of a Bu[lilin'g permit pursuant to the Budding Zone Ordinance of the Town ofSouthold;Suffolk,Coumy,New.Yorit and otherapplicabletaws Ordinances ar ftegulateoris,for the construction of buildings, addmaps,alterations or,.for removal or demoiition,as herein described the applieaMagieestocoinply wiUi;all applicable faros,ordinances,braiding code, bP - housing rode and regulaBo�s and to'admit authoriietl iiespectors an premises and In buildings)for necessary,inspectioes false statements made harem are punisliable as a Class A misdemeanor PursuaM.to Section 210 45 of the New York State Penal taw Application:Submitted By(print name): OAuthorized:Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF � ). being duly sworn,deposes and says that(s)he isthe applicant_ (Name of individual signing contract)above named, (S)he is the ©twit/ (Contractor,Agent,Corporate.Officer,etc.) of said owner or owners,and is duly authori.zed to perform or have performed the said work.and to make and file-this application;that all statements contained in this application aretrue.to the best of his/her knowledge and belief,and that the'work will be performed in.the manner set forth.in the application file therewith. Sworn before me this day of `^�".�� .2o Z—? Notary Public —v _ 0 MICHAEL J.MONTGOMERY PROPERTY OWNER.AIITHORlZATTON NOTARY PUBLIC,State of New York No.5036711 Qual.igSuffolk.0 unit! (Where the applicant is not the owner) Term Erpires Dec.545 1, ^�<!/-nra �7�'Ov-1— residing at i f^J y�7 6 l9 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. '�71�_ ! - i e/? Az'a v3i Owner's5ignature bate Print Owner's Name. 2 2 6 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c3f�T1; T° own Hall Annex- 54375 Main Road - PO Box 1179 ,►� Southold, New York 11971-0959 apl. Telephone (631) 765-1802 - FAX (631) 765-9502 VV rogerr southoldtownny.gov - sea nd(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ©_ .2,,( -,2 Company Name: H Electrician's Name: License No.: ifs 22 Elec. email: '-1 Elec. Phone No: G2 W request an email copy of Certificate of Compliance Elec. Address.: 2 6 s rt��,� ,� �, 02 r- JOB SITE INFORMATION (All Information Required) Name: ` " X,0 Address: -0 o L. Cross Street: Phone No.: Bldg.Permit#: gI cl� email: Tax Map District: 1000 Section: 5 Block: 1 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: len Circle All That Apply: Is job ready for inspection?: R1 YES❑ NO ©Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #`Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION '© o P2e.C-- l Ul9U/jo ,��✓✓`O��-`xCpT 6 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD °`F Town Hall Annex - 54375 Main Road - PO Box 1179 r►*,ti zZ Southold, New York 11971-0959 �4� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny gov - seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: o_ -2Z .-,2 Company Name: Electrician's Name: - License No.: � Elec. email: Elec. Phone No: V2 �1 request an email copy of Certificate of Compliance Elec. Address.: 1,2 4s ffA,', JOB SITE INFORMATION (All Information Required) Name: d Address: ,,e FL. Cross Street: Phone No.: Bldg.Permit#: zy email: Tax Map District: 1000 Section: C 5 Block: JL Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: loo Circle All That Apply: Is job ready for inspection?: YES❑ NO ©Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION c, lc���s3 �' PERMIT p Address- Switches Outlets GFI's Surface Sconces l H H's UC Us =ans Fridge HW xhaust f Oven . WAD imokes l DW Mini Arbon Micro Generator .ombo Cooktop Transfer �C AH Hood Service Amps Have Usec pedal omrnents roa Workers' Certificate of Attestation of Exemption srATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage *"This form cannot be used to waive the workers'compensation rights or obligations of any party. The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be.accepted by government officials one year after the date printed on the form. In the Application of Business A plying For: (Legal Entity Name and Address): Building Leaden Construction LLC' From:Southold town 935 Fairway Dr Cutchogue,NY 11935-2016 PHONE:631-734-2384 FEIN:XXXXX3685 The location of where work will be performed is 555 Red Fox Road,Mattituck,NY 11952. Estimated dates necessary to complete work associated with the building permit are tcom September 1,2023 to November 2,2023. ' The estimated dollar amount of project is $50,001 -$100,000 Workers'Compensation Exemption Statement: The applicant is NOT applying for a workers'compensation certificate of attestation of exemption and will show a separate certificate of NYS workers'compensation insurance coverage. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3),is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Christopher M.Leaden,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: Min g— tiou:C.ei time te::Number Received _ `August.:7;.20 ;. . -2023,-0571�54. ; 2-3: .,NYS'Workers' Compensation:Board"> j,} _ _zc--;-?.:w.;.r1 c-.._i»�_�-=.:�•:':raa:i_:M.n.:,x:::�.-%c::at:=...r._._:...w:�:i�::r..n:a�: CE-200 01/2018 PORK Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business A plying For: (Legal Entity Name and Address): Building Leaden Construction LLC 935 Fairway Dr From:Southold town Cutchogue,NY 11935-2016 PHONE:631-734-2384 FEIN:XXXXX3685 The location of where work will be performed is 555 Red Fox Road,Mattitack,NY 11952. Estimated dates necessary to complete work associated with the building permit are from September 1,2023 to November 2,2023. The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The applicant is NOT applying for a workers'compensation certificate of attestation of exemption and will show a separate certificate of NYS workers'compensation insurance coverage. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3),is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Christopher M.Leaden,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on fors approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE g ece 1Rived.�>:.Y>= 2023=057154ti . ,4:,: _ 9. ., i+ ..;NYS�Worker's�,.Com�Rensaton B.oa'rd .t' %'"`s .:v+,,,' :^�,.r°,,:.5� .K;•. ''+`*C''x " 't �.i/•.` '�y. �;7:'X '�S � t,'k;'.`r ""y.;. . .,+c, ,Y.,u`-:�,•, •',,,rl.s�j,.'C..,-�3'• .it,,�+:,.^.,_ --,.,r."t: �':4.i ;r�'• . A. 4 CE-200 01/2018 DATE(MMIDDIYYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE 08/07/2023 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 CONTANAME CT Customer Care Associate Acrisure,LLC dlb/a:Atlantic Agency PHONE . (631)2447784 F No: 1469 Deer Park Avenue E-MAIL Rss: rlticagency.com NORTH BABYLON,NY 11703 INSU s AFFORDING COVERAGE NAIC# INSURERA: Atlantic Casually Ins Co 42846 INSURED INSURER B LEADEN CONSTRUCTION ,LLC INSURERC: PO BOX 1036 INSURERD: CUTCHOGUE,NY 11935 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: 00034862-521289 REVISION NUMBER: 16 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 TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDPOLICY EFF MM/LIDD EXP LIMITS LTRINSD A X COMMERCIAL GENERAL LIABILITY Y L068027727-1 11/2612022 11126/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DAMAGE TO RE D X OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 10,000 PERSONAL BADVINJURY ,$ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ElJECT F1 LOC PRODUCTS-COMPIOP AGG $ 2.000.000 OTHER: $ AUTOMOBILE LIABILITY CO D nt)SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PReOP.E%TY DAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAS CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS!LIABILITY YIN STATUTE I ER ANY PROPRIETOPJPARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Nature of Business: Int.Carpentry/Tile/Drywall/Door 8r Window/Siding/Realestate/Building houses/Renovations/Sub contractors/Property managed-Job:555 Red Fox Road,Mattituck,NY 11952-Andrew and Debroah Hickox(555 Red Fox Road,Mattituck, NY 11952)is an Additional Insured under the General Liability Policy as required by written contract.The Certificate of Insurance is issued subject to all policy terms,conditions,limitations,exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Town Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town Hall Annex 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS, PO Box 1179 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE 94t'r— VA7 9)1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD Printed by VA1 on 08/07/2023 at 04:09PM /7_moN_*N*_ NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysitcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o a_ ^AAA"A 134283685 ACRISURE LLC DBA ATLANTIC AGENCY 1469 DEER PARK AVE NORTH BABYLON NY 11703 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LEADEN CONSTRUCTION LLC SOUTHOLD TOWN BUILDING DEPT P.O.BOX 1036 TOWN HALL ANNEX 54375 CUTCHOGUE NY 11935 MAIN ROAD PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12284 250-4 546696 11/01/2022 TO 11/01/2023 8/7/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2284 250-4, 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.COWCERTICERTVAL.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 STAT SUR NCE FUND Ilk DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:816012619 U-26.3 ® DATE(MM/DDNWY) - ACORO CERTIFICATE OF LIABILITY INSURANCE �f 08/0712023 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 CNAMECT Customer Cane Associate Acrisure,LLC d/bla:Atlantic Agency PHONE No. (s31)244-rrsa 1469 Deer Park Avenue ADDRE E-M(AIC LESS: g Cs nca cy ti en com NORTH BABYLON,NY 11703 INSu S AFFORDING COVERAGE NAIC# INSURER A: Atlantic Casuaft Ins Co 42846 INSURED INSURER B LEADEN CONSTRUCTION ,LLC INSURERC: PO BOX 1036 INSURERD: CUTCHOGUE, NY 11935 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00034862-621289 REVISION NUMBER: 16 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. f INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSO WVD POLICY NUMBER MM/DD MMIDD A X COMMERCIAL GENERAL LIABILITY Y L068027727-1 11/26/2022 11/26/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR PREMISES EaEoccurrence $ 100,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT LOC PRODUCTS-COMPIOPAGG $ 2.000.000 OTHER: % $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Fa 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 LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ TH- WORKERS COMPENSATION S A LITE ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Nature of Business: Int.Carpentry/Tile/Drywall/Door&Window/Siding/Realestate/Building houses/Renovabonsl Sub contractors/Property managed-Job:555 Red Fox Road,Mattituck,NY 11952-Andrew and Debroah Hickox(555 Red Fox Road,Mattituck,NY 11952)is an Additional Insured under the General Liability Policy as required by written contract.The Certificate of Insurance is issued subject to all policy terms,conditions,limitations,exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Town Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town Hall Annex 64375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS, PO Box 1179 SOUTHOLD, NY AUTHORIZED REPRESENTATIVE 11971 C;z VA1) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by VA1 on 08/07/2023 at 04:09PM NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 ^^A"A A 134283685 ACRISURE LLC DBA ATLANTIC AGENCY j 1469 DEER PARK AVE NORTH BABYLON NY 11703 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LEADEN CONSTRUCTION LLC SOUTHOLD TOWN BUILDING DEPT P.O. BOX 1036 TOWN HALL ANNEX 54375 CUTCHOGUE NY 11935 MAIN ROAD PO BOX 1179 SOUTHOLD INY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12284 250-4 546696 11/01/2022 TO 11/01/2023 8/7/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2284 250-4, 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:/MIWW.NYSIF.COM/CERT/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 STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:816012619 U-26.3 SITE DATA Z 00 PROPERTY: 102,155.4 SF 2.31 ac O °O ESTIMATED AREA OF 200 SF 10-al r , GROUND DISTURBANCE: [� NON CONFORMING LOT: ZONE: R-80 rT1 u( t� (280-124)SETBACKS: LOT COVERAGE:20% APP'R VED AS NOT D ° 79 MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: �I B.p 0 . (280-4,280-208) 35' 10'h(AVG),4512 ANGLE !/�BY' DESCRIPTION: AREA LOT COVERAGE: NOTIFY BUILDING DEPARTMENT AT 631765-1802 8AM TO 4PM FOR THE EXIST.HOUSE&GARAGE: 2465.12 SF 2.41% FOLLOWING INSPECTIONS: EXIST.COVERED PORCH: 243.3 SF 0.24% Z 1. FOUNDATION-TWO I"cp!''r'rD FOR POURED CC) '(%FT' 't- EXIST.DECK: 355.4 SF 0.35% EXIST.HOT TUB: 53.0 SF 0.05% 2. ROUGH-FRAM!?Jig& i [� 3. INSULATION 4. FINAL-CONSTRUCTION MUST PROPOSED ADDITION: 61.38 SF 0.006 SF BE COMPLETE FOR C.O. QQ ALL CONSTRUCTION SHALL MEET THE COMBINED TOTAL: 3178.2 SF 3.11 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS METES AND BOUNDS: SURVEYOR: YOUNG AND YOUNG DATE SURVEYED: OCTOBER 25,1993 SCTM: 1000-125-02-1.22 ELEVATIONS REFRENCE: NAVD 1988 COMPLY WITH ALL CODES OF ,o GEA CALCULATIONS NEW YORK STATE & TOWN CODES ,3 LOCATION: AREA: Q C) AS REQUIRED AND CONDITIONS OF PROPERTY: 102,155.4 SF �U � VI QDi� (280-207d)GFA PERMITTED: 7653.9 SF W o !� C) z SST I,I_5 1ItNING ECAAD 6 65• EXISTING 1ST.FLOOR: 1889.1 SF J LU t r1 TRUSTEES ,� EXISTING 2ND.FLOOR: 983.0 SF O U EXISTING DECK EXISTING GARAGE: 576.0 SF (5,111 PROPOSED 1ST.FLOOR ADDITION: 61.4 SF ............... TOTAL GFA: 3509.5 SF 'c)/�A ICY OR EXISTING 2 STY. ',.1C\1' /�f v�/ EXISTING FRAMED HOUSE GARAGE USE IS NLAWFUL _o kNITHOU CERTIFICATE PROADDITI1.38SF - �1 ADDITION EXISTING COVERED PORCH OF OCCUP ICY 3'W Q7 u DRYWELL -:' CONCRETE , X � � � //�� WASHOUT •EXIST.WALKWAY m C Q) ry_� TOP SOIL A U-1 O RETAIN STCiM WATER R NOFF SILT LOCATION �lY]° O• x Q u FERVCE PURSUANT TO CHAPTER 2 z u-- 0 /' U F THE TOWN CODE. � � \ EXISTING /, OO�i • DRIVEWAY / /, � U 4 ALL PLUMBING G"VAftE,, J. 0 ) &WATER LINES NEEF)''': ^ T> STIN�sEFoRE CcuERINC /. / N lu PLUMBER CERTIFlO,4TJON ON LEAD OF OCGUpAN�E/8D CONTENT BEFORE CERTIF <0e /� 0STORM WATER MANAGEMENT DETAILS c0 SOLDER USED IN V"JATEA /, ���� N06 LOCATION: Sf AREA: IOUA RUNOFFAT DRYWELL DRWIELL /' 2"RAIN PER HOUR PROVIDE: CAPACITY SUPPLYSYSTEM CAN • NEW ROOF AREA:122 SO FT. 2R.61 FT. 1.3'dia.3'=L 28 2E CU FT. 2 49.6l gait ait 4 FLOWELLS]6]4CU ����� /! / T F_XCEED 2/14 Or �ti I r OGEE GUTTER-STANDARD Z {L. kq W _ ELECTRICAL /" n�xn�x 0° INSPECTION REQUIRED � ,R�x,�Tx�,nR�t.�„RR,�NG„�x Mn=x x N�xE I MW. 1w�,Ex,o�PR�nEOT�..A«G�,..o,.�x�x..a�xxn aL /, a4�Ow[n/ SGn nA5x uU5olnm flJfiFPS Ta OoxHSInIfS Mvo A).auxnlrNn xIVEi ulD Gln%Wrtn aAnri SEN.Wf 5IV M11M /� �CCNxECnWVMSigW SENER SYSI@I AxRNGifR SHL DRY WELLS TO BE 10'MIN. x]wronrnax: AWAY FROM HOUSE �1 woTccrlRsruoawoa.ls uxm �seFwnE vesrumn /' mrnxmav, ncm Ail exterior lighting installed,replaced or SITE PLAN repaired shall conform SCALE: 1" = 30'-0" ''''� to Chapter 172 of the Town Code F 3 f � � DRAWN: SCALE: 8/3/2023 SHEET NUMBER: S- 1 w Q Q w FLi � W � o w O rFF -- — — — — — — — — — -i - 00 III I I I I I r _ I x u p u 0 az I I 3 m c c I I F u m � Q) �n - - - - to N owe I I � — — — — — — — — — — — J CL PROPOSED ADDITION PROPOSED NORTH ELEVATION w SCALE: 1/4" = V-0" A", d N QC U Y DRAWN: ,gyp SCALE: JOB#: OF�H .►e' 8/3/2023 SHEET NUMBER: A- i 0 f ' w EXISTING a GARAGE PROVIDE SOLID PROVIDE SOLID BLOCKING UNDER BLOCKING UNDER POST ABOVE(TYP) POST'ABOVE(TYP) 36X24ACCESs EXISTING BASEMENT U O HLLZD 2"CONC.Ln o SLAB F--� N ` #5 REBARi� ---- ------------------------ @12"OC #5 REBAR --- --CONC.-BLOCK TOUNDATION_-- @12"OC _�' w/16"X8"CONC. FTG. REINFORCE w/(2)#5 REBAR W oz PROPOSED FOUNDATION PLAN' O Q v SCALE: 1/4" = 1'-0" k k L — — — — — — — — — — — — — — — — — — — — A ctl �t �1 p al to-) ,t x - U al cq -i� Q) 7'-11" y 3'-7�/�" � a z T UE S tj p r —� o V cl Q) all � P � r 62 42, pLu D Ln POST (TYP) = 2).9;1/ L FJ-US1-i_IlEANL_ O ==� --- O_ _ Cie / \ X O I �' — - — d' O N N_ I I 8 d L -h � rr 4 2 2X8IHDR � IN 3'-is/8'x TW3036 V 4'-11 1/a" 4'-11 1/a" PROPOSED 1ST. FLOOR PLAN �� "� SCALE: 1/4" = 1'-0" x �(, DRAWN: i SCALE: JOB#: S, 8/3/2023 F't4 :. SHEET NUMBER: A-2 Generated by REScheck-Web Software EXISTING 2XlP CA jER Compliance Certificate 12 4 EX�STWG kg RR Project HICKOX @/6" Energy Code: 2018 IE 88 S Location: Southold,New York CC EXISTING EXISTING 2XIO CJ @16.00 Construction Type: Single-family (2)ML9 1/4 O Project Type: Addition } Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ^F—� PROPOSED BATH lr 1—I Compliance: 0.0 h Better Than Code Maximum UA: 16 Your UA: 16 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 2X6 ACQ SILL PLATE It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. TERMITE SHIELD,SILL SEAL Slab-on grad:,tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 3/4"SUBFLOOR (TYPICAL) assembly in the specified climate zone must meet the minimum energy code insulation R-va!ue and depth req lirements. EXISTING EXISTING XIO FJ @16"OC e, e, a, Envelope Assemblies PROPOSED EXISTING CRAWLSPACE «d� uLa.•A d�rli ¢ �. 6 a } i 6. d✓ 6- WALLL,,DAM ROOF Q.1 .1 2°CONC.SLAB Q O Ceiling:Flat Ceiling or Scissor Truss 62 21.0 0.0 0.047 0.026 3 2 e O ::' EXISTING �+ W ., Wall:Wood Frame,16"o.c. 132 19.0 0.0 0.060 0.060 7 7 e- e; Window:Wood Frame , A 16"(2) 5 REBAR FTG SHGC:0.33 12 0.290 0.320 3 4 ; ; (2) 5 EB O Z Floor:All-Wood joist/Truss 62 21.0 0.0 0.044 0.047 3 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other U calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In ,� ,� (��y I D REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. . Name-Title Signature Date CROSS SECTION A SCALE: 1/4" = 1'-0" X m Project Title: HICKOX Report date: 08/03/23 61 �. s Data filename: Page 1 of 1 0 o U (L Z u U I^ :3 0 . (y_ 1 S_ 2rl U �' 0 0 ® ® :12• ® ® ® e 3= fl :1p 3 (V O II-I 3 1 1/4 1 1/2 ® ® p ® 9 •• LAV. • W.C. 13" FASTENER TYPE: SPACING' F.A.I. N".B WOWANCHOR IT SH ER LI.1 BASED ANCHOR WITH 16,OC 2m.EMBEDMENT LENGTH C (I e ® s e e s �"— No.10 WOOD-SCREWS BASED ANCHOR L84 16•oc 1 1/4 Bin.EMBEDMENT cHORwm1 OVED 4* 2 U 1/4m.do.LAGSCREW � C.O.I BASED ANCHOR WRH 16'OC O bn.EMBEDMENT LENGTH ® ® e e e• 3 ® 3/4•APAPLYWODD -n —1 L 1/2•APA RATED SHEATHING SHEATHIC .43- / 4 GRADE PLYWOOD (ALTERNATTVIVE:7/16"O.S.B.) I TO ® ® 112•APA RATED SHEATHING 4"C.1. SEPTIC SYYSTEM GRADE PLYWOOD SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAP HOUSE N (ALTERNATMVE:7/16'O.S.B.) ® II� FASTENER TYPE. SPACING: 2XSMDS PLUMBING SCHEMATIC No.B ANCHOR WITH STUDS BASED ANCHOR WTTH 10.OC WINDOW SILL 211,.EMBEDMENT LENGTH TYPICAL WINDOW OPENING N..10WO0USCREWS e e e SCALE: NOT TO SCALE BASED ANCHOR w1TH 12"OC PANEL SPAN EQUAL OR SMALLER Ln.EMBEDMENT LENGTH THAN 4 FEET 1/41n.do.LAGSCREw BASED ANCHOR WITH 16°OC ® O An.EMBEDMENT LENGTH TYPICAL DOOR OPENING e e PANEL SPAN GREATER THAN 4FEET MULTIPLE PLYWOp0ASSEMBLIES FASTENER TYPE: SPACING: P4 2-2X4 DF42 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL N.B WOOD-SCREw THAN 6 FEET OR GALWNIZED BOLTS w/WASHERS ZA�EM9EDDMENT NLE GTE AND Nurs®r-D°O.C. REWS TYPICAL MULTIPLE OPENINGS Na 1O NCHOROW WITH BASED ANCHOR WITH 9"OC s3�• PANEL SPAN GREATER THAN 6 FEET 2,n EMBEDMENT LENGTV wC is + AND EQUAL OR SMALLER 1/4in.nix.LAGSCREw THAN 8 FEET 2irEDt46AEo r NEL rr 16•ac �'�r �.:E�4 '� l WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING �� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" DRAWN: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL � �'. ¢ �F '- " . � ,-4 �' SCALE: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. j / ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING ET IS TO COVER. .k dFy -1: JOB#/: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 8/3/2023 O F *f SHEET NUMBER: A- 3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS w USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. E71 KING STUDS ENDWALL RAFTER V 1 WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE O BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL l ' RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 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 RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. All OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 IS a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( )ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118ga. SLOPE HANGER[APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 0. LL L.,4— I CRICKET AT TOP-SIDE OF CHIMNEY VENTILATION CHANNEL RIM BOARD AS REQUIRED SILL PLATE(S) RAFTER F� WALL SHEATHING RAFTERS MAINTAIN 1 O ` '• " " " SIDEWALL FLASHING VENTILATION WOOD JOIST O O FOUNDATION BLOCKING TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING I�•� STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING M'y,I 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O 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 �I •.' THE SPACE VENTILATED. ALL OR WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT O U 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY ON ALL OPENINGS / ACTION / ^ g CONNECT TO 4" - 6" RAFTER RT10 10-3 4 x 18 a TYDOWN ANCHOR l/1 EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO SOFFITED EAVE DETAIL x 20- a. TYDOWN ANCHOR 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" 12" RAFTER RT20 1-1� / g ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER 2ND. FLOOR WALL I OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER � \ Q 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 (1) In u al WOOD JOIST r '^1 � x U Oto U1 c<1 TOP PLATE GIRDER/HEADER Q1 SIDE WALL FLASHING IK O X V 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST O L AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO Z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS -� U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION t6 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NU RIDGE VENT FOLDS MBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0 RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. '� INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS qu 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONtlECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD U DBL. SILL PLATE TERMITE SHIELD I v"—SUBFLOOR Q) SILL GASKET WOOD JOISTS I.0 3 ' NEOPRENE CONC. SLAB TYP. CONC. FOUNDATION ( n 6 MIL. POLY GASKET � 2x6 /2x8 CONTINUOUS WOOD PLATE I� DAMPPROOF EXTERIOR Vs I BOLTED TO STEEL BEAM WITH s GRANULAR FILL p 1/2 " DIA. BOLTS® 48" o.c. STAG. 6MIL POLY ON EXTERIOR V \ � i • V STEEL COLUMN I , A 4 • 4 ° CONC. SLAB •p o e \ ROOF JACK � STEEL BEAM LU 4" x 1 4" x 8" STEEL a�° ✓, A \•p ~ ANCHOP BOLT EMBEDMCNT: COMPACT FILL POURED CONCRETE: 7" / 'C \' i° BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE 4 • I p e FLASHING AT / O KEYWAY FOOTING °. V •� • USE WITH 2x3 SQUARE WASHERS WITH GROUT 6" ANCHOR BOLT q s C.p ••p ` CONC. FTG. �► •p Q•p , `'°' SIDES AND TOP O ANCHOR BOLT CONNECTION (USP LEPS58 OR BP583) p � REINFORCING BAR I I � 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING tiAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL OC N " WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36 STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION ROOF JACKS & VENTS DETAIL (SLAB-ON-GRADE) 1-2 STORIES 57" OC r9C�9� I �SUBFLOOR CONC. SLAB DOOR FRAME ` 6X6 10/10 WWMI COMPACT FILL � DOOR GE � O_JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT (1/ • 4" SLAB IL P.T. PLATE W/ 6X6 WMM \I SLOPE _ *"DRIVEWAY —�_ NOTCH JOIST AND ADJUST HEIGHT •p 1/2" AIR SE I 0 tl • •• 7 1/2. _ (WITH A NAILING PLATE IF NEEDED) • •• AT END AND • ' •• •• d• •p - s• • . TO BE APROX. 1/2" OR HIGHER THAN L f""_ "_• �,tT•p ES OF WOOD �4 s •• STEEL BEAM TO ALLOW FOR SHRINKAGE I GRADE 4 '"a"" •T "'' BEAMS • D °' O •. � •. j.A4 . 4 . 4 c` % ¢ e p•e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MN. 7° ,eQ °p O 6X6 W.W.M. �w -4�-Q �� Q-• a e0 _ =11 Q °••°O••p I—I lul �'p �'p n' • .e "��NOTCH BEAM FOR MUDSILL IF RECJIRED -- MAXIMUM p \ • ° —SUB FLOOR •� <t ° REINFORCING BAR % NOTCH EQUALS 1/4 DEPTH OF BEAM 1 O .�` REINFORCING BAR v�. I ° O•,°'° �° GIST DRAIN TILE I. �I 4 \ C•e p• 12" 'e : SHEET METAL / 30# FELT UNDER BEAM AT POINT I l ,• �• OF CONTACT WITH CONCRETE OR CONC. BLOCK 1 1 ?� - .�• TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. s.•�. 3" SHIMS TO LEVEL BEAM f— yt A. : , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. d DRAWN: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT `"• + Ck SCALE: BEAM POCKET {* of A qt JOB#: 8/3/2023 u" d SHEET NUMBER: A-4 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: W 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. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS) 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 TOE-NAIL TOTALS FT.OF CONSTRUCTION (SEE PLANS TOP PLATE 10,WALL:4-8d CDMMO RAFTER Q• ) I).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3- DESIGN CRITERIA(UNIFORM CODE 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 8d COMMON EACH TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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-Bd CDMMO JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS 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 LIVE LOAD PSF R301.5 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-SEC LAP NAIL ( ) DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 O 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 UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SEC LAP NAIL M---( HABITABLE ATTICS AND 3o INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/160 r r,( 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS LU360 TO RAFTER WFCM-SEC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS PLASTER,STUCCO �( 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 (B"THICK) 80 ( ) U36o 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 FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) U240 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) W240 ( ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 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: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAL NAIL STAIRS 40 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 ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QT. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches the s from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 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 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. p g FIRE PROTECTION 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 A gypsum P 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. O 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 ALONG EDGES NAIL O in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION d y 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: � 'z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 0 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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: O Q HAZARDS jy�W 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. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QfY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - U W) 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE I TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON D' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached 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 3000 p.s.i..Concrete to be TO JOIST 2-8dCOMMON 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: SEE NOTES:1 BOTH FIELDS 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 COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) 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 BLOCK 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. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON O attached with the above requirements. TO BEAM JOIST NAIL 'zt U 8x16 cast iron foundation vent for eve 150 s ft.of area. M sr every q JOIST ON LEDGER PER TOE NOTES m r_ DECK AND COVERED PORCH NOTES: 3-8dCOMMO � 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL X s~ U 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 0 to c 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, U a as required bN.Y.S. j post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8.Drainage g q y current NYS Residential Construction Code 2).Girders for deck)oists to be bolted to each P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 U 0 `0 Girders on concrete piers shall be anchored with proper steel connectors anchored (� �' � � FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F H EATH IN 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. z U For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Ul Q) 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 0 Edition Wood FramingConstruction Manual. QTY. SPACING 3 .Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For 9- Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g (�/ r (3 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER T/BLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. S m 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM.SBC U M m 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 U 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. JOINT DESCRIPTION _ N �- Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) <t 4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. where needed. GYPSUM 7' O.C.EDGE NOTE:2 FOR PANEL FIELD O Lll 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10'O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 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: Q openings.Bearing wall window sills shall also have(2)window sill plates for 20wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and GO and 2x6 wall openings between 5'11 and B'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 5).All flush beams/headers to be installed with heavy Y galvinized hangers 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAz-PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall LU gers and anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. Fill 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 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 V 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. Sd COOLERS on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 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. 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 JOINT DESCRIPTION 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 QTY. SPACING I).PROVIDES NTYPE-X SH AND A K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. State code and manufacture's recommendation for maximum hole size and spacing permitted. 3).USE ALLSIM I-C HANGERS AND ANCHORS WITH 2-MAX ALARMS PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS i"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMM O `fVL 1"OR LESS 12"O.C.FIELD (5.75Q.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF A under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code providR302.ed 1-FIREBL all concINGealed REQUIRED Y 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. f needed. 2).HVAC subcontractor is to full dill s requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. N) Y coordinate a system data and re qremens w 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 wal 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 subcontractor to provide final system layout drawing and Submit it to the General nailed 6"on-center at the panel edge.If w using parallel rows of studs or staggered studs. sheathing SOIL COMPACTION: 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 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTES: members shar capacities,lndoubed,or ernatents structural 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 annectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 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 to 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(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds 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. 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 fsreblocking 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. 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 �`�a. �. 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 EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO s 1COVERTOP V JOB x 8/3/2023 ,Y SHEET NUMBER: �� A-5