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HomeMy WebLinkAbout47407-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47407 Date: 2/1/2022 Permission is hereby granted to: Giglio, R 160 Gardner Ave NY 11801 Hicksville, NY ..�.............. __-----..... To: Construct new single family dwelling as applied for, and per DEC #04790 & SCHD approvals. At premises located at: arri Mineola Rd. Mattituck 2300....�....�.� n w._..... ....__m.w -..��........_...,.___.�.�....w_ __�.........................__���� ..........._._ .................._ �.........._._. SCTM # 473889 Sec/Block/Lot# 122.-9-1 Pursuant to application dated 10/13/2021 and approved by the Building Inspector. To expire on 8/3/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,875.20 CO-NEW DWELLING $50.00 Total: ....----._�....w.....$..__.,.._ .w . 1,925.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 ������ Telephone (631) 765-1802 Fax (631) 765-9502 htil�. i'� rw r.rp Date Received j III F011 BUILUHNGIIIE r For Office Use Only w uu , I'a �.� � � E PERMIT NO. _ Building Inspector: , w_ Applications and forms must be filled out in their entirety. Incomplete OCT N 2021 applications will not be accepted. Where the Applicant is not the owner,an BUILDING C}EP1: Owner's Authorization form(Page 2)shall be completed. TOWN OF aOUTHOLD Date:9/21/2021 OWNER(S)OF PROPERTY: Name:Northfork Nofo DM Group LLC ETM::# 1000- Project Address:2300 Camp Mineeola Road, Mattituck Phone#:631 767-5337 Email:dsdubinskyincon@gmail.com Mailing Address:PO Box 1856 Amaganset, NY 11930 CONTACT PERSON: Name:Jonathan Davidson / Long Island Modular Homes Inc Mailing address:500 N. Broadway, Suite 163, Jericho, NY 11753 Phone#:516 472-7033 Emaik cy DESIGN PROFESSIONAL INFORMATION: Name:Anthony Shulde Mailing Address:711 Davis Street, Scranton, Pa 18505 Phone#:1 570 569-2199 Email:info@ ksgengineers.com CONTRACTOR INFORMATION: Name: Long Island Modular Homes, Inc. Mailing Address:500 N. Broadway, Jericho, NY 11753 Phone#:516 472-7033 Emai'il:jonathan@limodular.com DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $4iSu/,000 [.!11 the lot be re-graded? Yes ❑No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:single family Intended use of property:single family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes limlNo IF YES, PROVIDE A COPY. 0 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 Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ElAuthorized Agent ElOwner Signature of Applicant: Date: /0//-3 STATE OF NEW YORK) SS: COUNTY OF ,kl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, She is thewww ........................... (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ZD. ZA 1 40taT9,116blic ASHELEY DENIS NOTARY PUBLIC,State of New York No.01DE6361378 1[,,"Fn`0 u E R1SP1� Cl Qualified in�,Jassa, u County `7 July(Where the applicant is not the owner) ConvnXission F pires i Iy 10 residing at eA eFRC,1/,U A�0 do hereby authorize fr/4,.M/ V to apply on my beha o the Town of OLIthold Building Department for approval as described hhe ein. I -elk" I ko 13 z, I ier's na re Date CDD 'A to jfL, 0 6 54::2 Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-44790 PERMIT Under the Environmental Conservation Law II:Vl.) Permittee and Facility Information Permit Issued To: Facility: NIKKI DUBINSKY DUBINSKY PROPERTY PO BOX 1856 2300 CAMP MINEOLA RDI 1000-122-9-1 AMAGANSETT,NY 11930-1856 MATTITUCK,NY 11952 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516)658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 708.1134 NYTM-N: 4540.0089 Latitude: 40°59'05.0" Longitude: 72°31'34.1" Project Location: 2300 CAMP MINEOLA RD.,MATTITUCK SCTM#1000-122-9-1 JAMES CREEK Authorized Activity: Construct a new single family dwelling with accessory structures and septic system in the Tidal Wetland Adjacent Area. All structures must be located a minimum of 100 feet landward of the tidal wetland boundary. All work shall be in strict conformance with the attached survey prepared by Kenneth M. Woychuk, LLS dated 6/5/2017 last revised 4/1/21 and stamped "NYSDEC Approved" on 4/29/2021. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04790/00001 New Permit Effective Date: 4/29/2021 Expiration Date: 4/28/2026 Page 1 of 6 LONGI-2 OP ID- MA DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE0'9/28/2021 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 516-248-9200 CONTACT Eulampia Appelbaum ICS Agency,Inc. PHONE 516-248-9200 FAX )516-248-9017 431 Conklin Street /Arc No,Ext), (A ,No Farmingdale,NY 11735-2612 4EjMrA s=eulainpia@iesagency.Com INSURER(S)AFFORDING COVERAGE NAIC INSURERA:SOUTHWEST MARINE&GEN INS CO 12294 INSURED INSURER B: .... ... ... ....... ....... ... Lon Island Modular Homes,Inc 500 North Broadway,#163 INSURER C: Jericho„NY 11753 '.. INSURER D: ''...... INSURER E: INSURER F: _......... COVERAGES 9F.RTIFICATE NUMBER, VI ER 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 SUBR:" POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCURGL2021LHBOO263 07/13/2021 07/13/2022 DAMAGE 1-0 RENTED 100,000 X PlaEMISES.(E a STookjrrenr.,e) ,$ X BLKT ADDL INS MED EXP(Any one person) S 5,000 ....... ......... '... PERSONAL BADV INJURY $ -._.1,000,000' GV141 AGGREGATE LIMIT APPR.E,S PER. GENERAL"AGGREGATE $ 2,000,000 POLICY X."" PRO- LOG .PRODUCTS COMP/OPAGG $. ....2,000,000 C:nfE.R S AUTOMOBILE LIABILITY COMBINED IIN('s{..E LIMIT ANY AUTO ,.BODILY INJURY(Per,person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per a'rcidenl), '$" HIRED NON-AWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB" ........ CLAIMS MADE AGGREGATE.., ..._ DED RETENTION$ $ '..WORKERS COMPENSATION '... '... PER '.. OTH- AND EMPLOYERS'LIABILITY Y 1 N '.. .. S"fATUTE ;..ER .......... ....... ANY PROPRIETOR/PARTNER/EXECUTIVE "E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A .._ ......... (Mandatory in NH) '.. _E I. DISEASE EA EMPLOYEE 1RI, If yes,describe under I I I E4 RIP"Tl N OF PERAT"I N§beloHr '.. E L DISEASE-POIjCY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is included as Additional Insured. CERTIFICATE HOLDER CANCELLAIION SOUTHOL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NEW w . YORK Workers' CERTIFICATE OF sTATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Oar ._._.............�.....rv.... ... _......._._ ................... .... .. ...... ...... ......... -------------------------- 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 516-472-7033 LONG ISLAND MODULAR HOMES, INC. 1 c.NYS Unemployment Insurance Employer Registration Number of 500 NORTH BROADWAY,#163 JERICHO, NY 11753 Insured Work Location of Insured (Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e, a Wrap-Up Policy) Number 26-2942679 2. Name and Address of Entity Requesting Proof of Coverage _ 3a. Name of Insurance µCarrier _._._ ____ (Entity Being Listed as the Certificate Holder) CONTINENTAL IND.CO TOWN OF SOUTHOLD 3b. Policy Number of Entity Listed in Box"l a" BUILDING DEPARTMENT 46-826599-01-13 54375 ROUTE 25 SOUTHOLD, NY 11971 3c Policy effective period 04/01/2021 to 04/01/2022 3d.The Proprietor, Partners or Executive Officers are X❑ included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded This certifies that the Insurance carrier indicated above in box"3"insures the business ............... .__..........____.._ referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: I.C.S.Agency,Inc. __a............................... ................................................................................__...___......______._._ _..... Print name of authorized representative or licensed agent of insurance carrier) Approved by: 161 eiz4kx-, ------—------ _................................................. (Signature) (Date) Title: EULAMPIA APPELBAUM,CERTIFICATE MANAGER 9/23/2021 Telephone Number of authorized representative or licensed agent of insurance carrier 516-248-9200 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1 The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2, The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE NEW YOM( Workers' CERTIFICATE OF INSURANCE COVERAGE sTivrE Cornpevisation Board"' DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW ............................................................................—--—------------------------------ PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed insurance Agent of that Carrier 1a.Legal Name&Address of I� .............­­­­­.,.....................................................................-...... sur ed(use street address only) 1 b.Business Telephone Number of Insured LONG ISLAND MODULAR HOMES INC 516-472-7033 500 NORTH BROADWAY SUITE#163 JERICHO, NY 11753 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 262942679 .............. ........................I.,.................................................... -i. Name anA didne,s s of E n iii y Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box 1 a" 54375 ROUTE 25 DBL305529 SOUTHOLD, NY 11971 1 3c.Policy effective period 09/13/2021 to09/12/2022 -------......­­­........................................ 4. Policy provides the following benefits: F)(1 A. Both disability and paid family leave benefits. F] B.Disability benefits only. R C.Paid family leave benefits only. 5. Policy covers: A.All of the employees employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employees employees: ...................... ------------ ........................ ................ ........................... ................................................................................. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. qr 9/23/2021 V Date Signed By ,: 'A,4,� ....................................... ... --- —-------------- (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer ­­­­­­11".............................................. ....Chief................................ IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. ............._......... PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 513 of Part I has been checked) ........... .... ........ ........ State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. DateSigned By ...... .. .............___...................—---_--_...... _ _.............................. .......................... (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number ...... Name and Title .................----__---------- .............­6 ........................................... ............... ................. . .......... Please Note: �y insurance..carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. 1313-120.1 (10-17) IIII i IIII11 DB-120.1 (10-17) 7 r ` r I f� i �1 f I w rj *44 Q ICD Iti, rf Cor ! I r t OwKS� i "' C ` J r � r r � � r p ry }f tlRnX tliM M4ni W*W e iwnaB twlNeaum .N®WmWMWna+M '� 'FNavnr wX�Wd.. w w u+ Generated by REScheck-Web Software OF E PAU1 0, LIS( Compliance Certificate U Project 20203$-DUBINSKYM10969ac Energy Code: 2018 IECC W2021 Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,522 ft2 Glazing Area 13% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2300 Camp Mineola Road Long Island Modular Homes Willard Hauze Matituck, New YorK 11952 500 N. Broadway, Suite 163 modular steel systems inc Jericho, New York 11753 11 edwards drive bloomsburg, Pennsylvania 17813 5705204149 Compliance: 5.6%Better Than Code a Maximum UA: 395 Your UA: 373 Maximum SHGC: 0,40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling: Flat Ceiling or Scissor Truss 1,282 30.0 0.0 0.035 0.026 45 33 Wall: Wood Frame, 16"D.C. 3,101 19.0 0.0 0.060 0.060 159 159 Door 1: Solid Door(under 50%glazing) 56 0.160 0.320 9 18 Door: Glass Door(over 50%glazing) SHGC: 0.28 120 0.310 0.320 37 38 Window:Vinyl Frame 271 0.300 0.320 81 87 SHGC: 0.28 Floor:All-Wood JoistlTruss 1,282 30.0 0.0 0.033 0.047 42 60 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the Willardauze Jmandatory requirements listed in the REScheck Inspection Checklist. 021 Nam—e-,"T"""i t-l"e __...__ . .... Signature Da�,..to ..... ........... ........... vvv ..........a_....._.... Project Title....202038-DUBIN5KY Report date: 07/19/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text m the "Cornrnents/Assurvjptjorls" cokimn is provided by the usein the REScheck Recluwernents screen. For each requiremient, the user certifies diat a code requirement will be rr�et and how that is cIDO,wnented, or,thW an exception is being dairned. Where cornphance us iternized in a separate table, a reference to that table is provided, Section T- Plan's Verified' ' ' Field_. iel"d I-Verified..d ......... ...... # � Pre-inspection/Plan ReviewComplies? Comments/Assumptions oReq.ID Value Value 3 1, Construction drawings and Elcompiies 3.2documentation demonstrate ElDoes Not energy code compliance for the rt11 building envelope.Thermal E]Not Observable envelope represented on ONot Applicable construction documents 1103 1, Construction drawings and E],Com plies 103.2, documentation demonstrate , ElDoes Not 403 7 energy code compliance for [PR3]1 lighting and mechanical systems, EJNot Observable ojSystems serving multiple EINot Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. i302.'1, Heating and cool-ing,equipment is Heating:, , " ........ Heating- � OComp I I I i I e I s 4017 sized per ACCA Manual S based Btu/hr Btu/hr— E]Does Not [PR2]2, on loads calculated per ACCA Cooling, Cooling: my Manual J or other methods LJNot Observable approved by the code official. Btu/hr—,,. , Btu/hr ONot Applicable ........... .................--.... ............ . .............. ................ -- ----- Additional Comments/Assumptions., I ' s " '- ........... ... I High Impact (Tier 1) 2 )�Meclium Impact(Tier 2) 3 Low Impact(Tier 3) --.................--................ ............................. ..._.i. ........... .............. ....... ............... . ........... ................... ...... Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 2 of 9 -# Foundation InsCompiles? Sec an Inspection Co pill ? Co _entsf ssu "oipns [& RecIAD 303.2.1 A protective covering is installed to ❑Complies [IFO11)2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 4013.9 Snow-and ice-melting system controls ❑Complies [PO1212 installed. ❑Does Not I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 'High Im 1 pact(Tier 1) iMedium Impact(Tier 2) Project Title. 202... ._......-... _____ ._-____ ... _..._...._. 3 iLow Impact(Tier 3) .� ..__ ...... .........._„ _....._ 038-DUBINSKY Report date: 07/19/21 Data filename: Page 3 of 9 _ .... .._.�w,....ry ..._._ _......_ ..............._._....._.w_*Section pians Verified........ ..._ .M_ V Fieid......erifi. ed. ., ........,_ .......__' .....,__...... .., .... a.. . ..... ...... _..........� # Framing / Rough-In Inspection Value Value Complies. ` Comments/Assumptions Req.!D 402.1.1, Door U-factor U- U ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values [FR1]1 ❑Not Observable ❑Not Applicable 402.11, Glazing U-factor(area-weighted U U ❑Complies See the Envelope Assemblies 402 3.1, average). ❑Does Not table for values 402.3.3, 402.5 ❑Not Observable [FR211 ❑Not Applicable 1 u,� 1303 1 3 U factors of fenestration products El Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable _..... _. ..,....... _ ......-, .. ,.._ 402.4 1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4 3 Fenestration that is not site built ❑Complies �[FR2011 is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 F ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable [403.3 1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter ..... .ea......,.. 403.3 2 Ducts, air handlers and filter ❑Complies J[FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ' International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. :.....m. .. ....... ........�: ,.,, µ. 1403.3.5 Building cavities are not used as ❑Complies 4FR1511 ducts or plenums ❑Does Not ❑Not Observable ❑Not Applicable . ... ........ 403.4 HVAC piping conveying fluids R _ R ...w ❑Complies [FR1712 above 105 9F or chilled fluids ❑Does Not 9 below 55 F are insulated to >_R ❑Not Observable 3. ❑Not Applicable 4014.1 Protection tection of insulation on HVAC ❑Complies [FR24] piping. ❑Does Not t2 ❑Not Observable ❑Not Applicable 403.53 Hot water pipes are insulated to R- R- ❑Complies [FRI.812 --R-3. ❑Does Not ❑Not Observable I ❑Not Applicable.w _.......... 1 High Impact(Tier 1) 2 {Medium Impact(Tier 2) 3 Low Impact(Tier 3) _-____�.... -... _______ . .. � - .. _ _._,_. ... --- ....,-.... ..........__ Project Title. 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 4 of 9 '[lFra e tl � { Inspectioneri FieldVerified ate Value � I{eye I CornmentstAssur"ptions . 403.6 Automatic or_ av 9 a . ,dampers '� a re ......,..... t.FRI912 installed on all Outdoor air D6orng.rolaes intakes and exhausts. F,-,Jr)ocs Not 1 __ ....' ON _. of Observable ot Applicable Additional ssum ... 2 Hid&a Impact(Tier 1) Medium Im act Tier 2 Project Title: p , Impact(Ter 3) 202038-DUBINSKY _.._ .. . _ :..... Data filename: Report date: 07/19/21 Page 5 of 9 Section Plans Verifled 1174eld Verified lnsul tloialnsptloru Value, ifalue Complies itment / ssu�u tl ns ........ i ire,Brat( iO� � ... , ili31 All installed insulation is labeled ❑C.omplies [VN4.3')a, or the installed R-values [lDrmes Not provided. r [„1Not Observable ONot Applicable _....._. . ._..... . ........ ..... ......... ....... 402.1.1, Floor insulation R-value. R ........,_,. R ❑Complies See the Envelope Assemblies ;402.2.6 ❑ Wood ❑ Wood ❑floes Not table For values, [IN1]1 [J Steel ❑ Steel ❑Not Observable J 0 ❑Not Applicable 303 2„ Floor insulation installed per LICompiies 1402.2.6 manufacturer's instructions and ❑Does Not i(A2)' in substantial contact with the underside of the subfloor, or floor []Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402A i„ Wall insulation R-value. If this is a R- _ R-.— ❑Complies See the Envelope Assemblies 4.02: 2.0, mass wall with at least 1/2 of the Wood ❑ Wood ❑Does Not table For values. 402,2.6 wall insulation on the wall [J Mass ❑ Mass ❑Not Observable [BN 311 exterior,the exterior insulation k0l requirement applies(FR10). E I Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per { Complies lIN41' manufacturer's instructions. E.IG„oes Not [.]Not Observable ❑Not Applicable ; ... ... ......... .._.__...._ �_.... ..,, .........,,,.,,....,._,. ........ .. ... ......,. ...,,........... ..,.. ... _......__. Additional o s/ ss ti : 1 High Impact 11(Ti11 e11 r 1} 2 I Medium Impact(Tier 2} 3 Low Impact(Tier 3) Project Title. 202038-bUBINSKIf ._.....LLLL_____ -.� _.�._____.� ................ ..� _..... ...__ ....._.�.._____.. Report date_.._ 07...�., /19/21 Data filename: Page 6 of 9 __ Final Inspection Provisions PIanV luef ,_...._ _ ..... .. .. _.___ ..... Section l� ied Field Verified i , , ,," ",____- I # Value Complies? comments/Assumptions & tr lb _ 1402.1.1„ Ceilinginsulation P.. .. _ ... _..,....... .. _.. ._. ._.. � m_., _ _ �. n R-value. R- R_ E]G,omplies See the Envelope Assemblies 402.2,10 ❑ Wood Wood ❑Does Not table for values 402.2 2, ❑ Steel ❑ Steel ❑Not Observable 1402.2.6 ❑ '[FI1]1 Not Applicable 303.1.1 1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable .. .. ......... ........ 1402.2.3 Vented attics with air permeable ❑Complies ![F12212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R __n ❑Complies [F1311 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable I I ❑Not Applicable E 1402.4 1.2 Blower door test @ 50 Pa. <=5 ACH 50 —m µ ACH 50 _ _ ❑Complies I[F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8 ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ftp ft' ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w g across the entire system including the manufacturer's air handler enclosure. _ .1 g _ _ cfm/100 ❑Complies 403.3 4 Duct tight test result of<-4 cfm/100 [F14] cfm/100 ft2 across the system or it-2"" ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection ..... .__....,.,,. ..._,.,, 403.3.2.1 Air handler leakage designated ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable Programmable thermostats []Complies .1 ...CFI 9. , .. .... ... ..., .,_.. ...........,,,,. .. _� ........... ....,.,,,,�_._ ..,,,._ .. . ... .1 12 installed for control of primary []Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to I ❑Not Applicable code specifications. 14613,1-1.2111-11H. ... �.................... . .._..�,�. ....�..M. ...�... ... eat pump thermostat installed l CComplies [FU012 on heat pumps ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water E)Cornplies [FI1112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not ....... w ......,..,,_ _.,,,..__ Applicable .......... ... High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: .......... _ ..___ _ _ _ . ........ ..._..._... _,....... _... ........... ..... e: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 7 of 9 & 1 .S...e...-c�t�ioInD. .. .�_. .... m. _.. .. iinV.s... ..l...ue...r_e...fie.� . F�eifi ec Find Inspection Prc� Value Comments/Assumptions 403.6.1 All mechanical ventilation system ❑Compls [F12511 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table []Not Observable ❑ R403.6.1. Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F12612 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable tenrprxa at��re. .. 403.5.1.1 Heated water circulation systems F IComplies I[F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 4 403.5.1.2 Electric heat trace systems [.lComplies 1[F12912 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping . L_�Com lies 403.5.2 Demand recirculation water p [F13012 systems have controls that ❑Does Not i manage operation of the pump []Not Observable and limit the temperature of the ❑ Not Applicable � water entering the cold water piping to <= 10421' 0403.5 4 Drain water heat recovery units ❑Complies [F13112 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent EICDMplieS [F1611 fixtures have high efficacy lamps ❑Does Not ❑Not Observable [IN ot Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI2313 no continuous pilot light. ❑Does Not tri ❑Not Observable ❑Not Applicable 1 [FI7] . ..rv.._. ...... ... _aa _ _ w 401.3 Compliance certificate postedz ❑Complies ❑Does Not ❑Not Observable Ie _ _ .................... . ... ... .. .......�. _. ._ ... ❑Not A1 tyatlo+a:b............ __ _.... .. .................. 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 [Low Impact(Tier 3) Project Title. 20y ....._. _____ .. _ ......_._..... a ....... _� ....... ....... �__-_.....a �._.. ,.__._ _w. __ .. 1 038-DUBINSKY Report date: 07/19/21 Data filename: Page 8 of 9 elm P.;n erTf'c4l Ier f emf .. _ ,...__ e � moral Inspection Rrom�astomms �3� oommm pies o��mmmmeots/ ssummmptions Value e g Manufacturer manuals for a e... (FI1.81'" mechanical and water heating OC)oe,s Not systems have been provided, j CJot•ObservaWe ONot Appkablp Additional Comments/Assumptions: 1 High impact(Tl � 1) � �Me�9:��r�r I¢r1��� f(T"ior 2) 3 Low Impact ('Tier-,31 Pro.,.. ..... .... ...... _ ..._ _.. ._. ...... ...--- ...__ ._.. sect Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate MCCUMUMMOMMEZZOM Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): - Window 0.30 0.28 Door 0.31 0.28 ==mom Heating System:, --- Cooling System:__—,— Water Heater: Name: Date: Comments .Is vO r;1',iu�, ICIOr. � l;n,1b r.;z�^ Islc;I,c. sv C1r(>).r FCl�rlt/,�, y,, L 0✓IR rk A )u c ,ro,l n,A rrnr:v 10V� I;llnnral ` 4 NP'Mlf fiUFk I IIt,< I,IL'AA , OWffA0.f W r,(1 r k, .1 a' IWI 'W/Y+tn&YI.dG VA�Y7V Jv (,l) } Df IIS GA; ``R -' x � nzu 7;54D' IW HE i4 r', luc nt 1 'f) P'U fv1 w sf1 r, l,kfVrJ N F �r AY() Mlvt vl (F '„=I1 t+l vl hlt it vR I)'ll CF/rl f,+L\/ fll' G„M1I lfl1 I^ll - � - U,n,rJl;l 1`1)1111 Ifh 1W 1S! r \ I IP NBI t I � u(lt.l. 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E C31.AVllB1 Vb C L_C N wA r 1 111 M N YI1,-O at 1rd Surveyingand Design � � Box � Lnt ) tr - PHO i)p-- J();VL 207 7 1,, a �1�.,�raNrE ( ua) IB Y 588 FAX I,f 631) x11,'s 1 166 lV Y' IIS(, IV() ()Frlf'fffT, u--kA,, P R Pr-: J.I'le y n—fh M W.y,,h,,< PFS-TECO PFS Corporation d/b/a PFSTECO An Employee-Owned Company Ji Novic July 29,2020 Modular Steel Systems,Inc. I 1 Edwards Drive Bloomsburg,Pennsylvania 17815 Re:202038 Dubinski Residence at 2300 Camp Mineola Road Mattituck,NY in Suffolk County NY DOS No. :M080-2021-136 Dear Mr.Novic, Issued with this letter in response to your application received September 17,2021 for approval of a new Individual Model(as referenced above)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval placed on the set of plans accompanying this letter dated October 21, 2021 is valid for 2 years from the date of this letter.This approval is in compliance with the 2020 New York State Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS,2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The design limitations for this approval are as follows 1. Occupancy:One Family Detached Dwelling and Construction Type:Wood Frame Unprotected 2. Number of Stories:Two 3. Ground Snow Load:25 psf 4. Seismic Design Category:B 5. Basic Wind Speed and Exposure Category: 140 V-ult mph and B 6. Building Sprinkler System:None 7. Climate Category:4 8. Other:All materials and designs for the foundation,including the stairs,railing,lighting,support columns and connections,all materials for.the access to grade locations,Decks and Porches,fireplace,interior railing,exterior siding installation,gutters'and downspouts,onsite roof completion,water heater,'HVAC system installation,gas line installation, exhaust fan completion,electrical,plumbing and vent connections,floor_insulation,energy compliance completion,truss signage and all site connections are to be completed on-site by others,to be reviewed,inspected and approved by the local authority having jurisdiction. Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order Form is available from NYSDOS. This is a file copy for your records.Should you have any questions,please feel free to call this office at any time. Digitally signed by D. Sincerely, Renee Moist D. Renee, DN:cn=D.Renee Moist, 0 oo,ou=PFS, D.Renee Moist '^ email=renee.moist@pfst °�... O I S tUS Staff Plan Revieweree0.coln,c Northeast Regional Office Date:2021'110.21 renee.moist@pfsteco.com 16:51:45-04'00' Enc: PDF Approved plan set Cc: Donald Thomas,AIA(DOS) 570.784.8396 • 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 �F$i TEP_n TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON i PFS. NY. STATE SUBMITAL INDEX PROJECT 202038-Dubinski Section description Number of pages Index 1 Application for Plan Approval 1 NY Residential Submission Development worksheet 12 Notice of utilization of truss type construction 1 Drawings 22 Site plan 1 Res-Check 9 2018 IECC Energy Efficiency Certificate 1 Wind analysis 5 Structural calculation 49 Perimeter beam calcs'index 1 -- -----= er`'imefer be�ca��-- --=---- -- ----------------- -----'--- 2--- - -------- -------=-----------'=---� - Ceiling-joist_connection - -2- - - - -- `I"Joist ESR-1405. 13 , r -Heat loss/gain calc,ulation,, , 3 Unico system model'M364281-1 air handler cut sheet 2 Unico system model M3642CL1 air handler cut-sheet 2 Unico System model M3642V2 Vertical return plenum cut sheet 2 Total number of sheets 128 ' ARMAW.4 APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA New York State Department of State NEW YORK Building Standards Division of Building Standards STATE OF and Codes OPPORTUNITY- and Codes One Commerce Plaza 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax. (518)486-4487 www.dosny.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address. 11 Edwards drive, Bloomsburg PA. 17815 Phone:(570)550-5960 Contact Person. Jim Novic Email:Jim@steelmodularsystems.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 05/11/2020 Prepared By/Contact Person: Jim Novic Phone: (570)550-5960 Email: Jim@steelmodularsystems.com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Corporation Address: 417 Central road, Suite 2, Bloomsburg, PA. 17815 Phone: 570-784-8396 Contact Person: Harold Raup Email: harold.raup@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project-Name/Client/Customer: 202038-DUBINSKI Suffolk Project County: ' Model: Two story' Occupancy Class One Family., Project Address: 2300_Camp Mineola Road, Mattituck NY. 11952 .Application pertains to: (check one) 'New 1ndividual Model (unique/custom/manufactured:once•fora speclficsite ) New.Initial'IndividualModel(planned.to be built repeatedly-,per_these>guidellries*) " New System of Models Modification of an Approved Model or System: M (provide prior approval number) .® Renewal of an Approved Model or System: M (provide prior approval number) *initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings, specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 12814 is required upon approval, payable to: NYSDOS, Division of Building Standards and Codes. Send submission and payment to: NYS Dept.of State, Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue, Suite 1160,Albany, NY 12231. SIGNATURES: Registered Architect - Professional Engineer** Name: Anthony Shulde License No: 096197 Signature: **New York State Education La0lin-2fDepartment of State Regulation require architect or professional engineer signature and seal affixed to all drawingsand-specificationssubmitted-to-public-officialscedifying--comphancemAhJ7eafth_andsafety nulatians-and-conibmraa�P wrth ru _nt .odes_ DOS-1280-f-a(Rev 03/17) Page 1 of 1 STATE OF NEW YORK ANDREW M CUOMO DEPARTMENT OF STATE 95F__ APPROVED GOVERNOR ONECOMMERCEPLAZA DATE 10/21/21 ROSSANAROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 PFS CORPORATION WWW DOS NY GOV Bloomsburg, PA THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2020 UNIFORM CODES OF NEW YORK STATE,2020 RESIDENTIAL CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE—RESIDENTIAL PROVISIONS,AND THE 2017 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Modular Steel System Inc.—11 Edwards Drive, Bloomsburg 17815 Project Name&Project Number: 202038-Dan Dubinsky Address% 2300 Camp Mineola Road City/Town/Village: Mattituck,Suffolk County Zip Code: 11952 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular)Building Approval dated September 1,2020 prepared for the Residential Third Party Modular Review.This completed worksheet shall accompany each project submitted as part of the Residential Modular Program.This worksheet is provided for general guidance in preparing a satisfactory application for approval only.This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code.Note, that the worksheets are in a tabular format and are divided into five columns as shown below.A description of each-column is given in the second row,below the column header. The Response three options to check are: •_. Copleted=Factory completed and/or provided for on-site by others. m • N/A=the requirement and/or scope of work is not applicable to this project. = ; •. , S=to,beprovided.as on=site construction by others. Section`A•- General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7&A11 [NY]R106 COVER SHEET AND REQUIRED DOCUMENTS completed X Pages 1 through 52 A complete calculations manual. N/A Include index with all pages required for complete S set and sealed by design professional. , A8 Drawings indicate the location of the NYS Insignia Completed Drawing 3 and 3b of Approval,Manuf.Data Plate and 3rd Party N/A Inspection Agency labels s A9Drawing I [NY]R106.3 Cover Sheet identifies the design professional's Completed X name,address and contact information.List 3rd N/A Parry Inspection Agency with address s Residential Submission Development Worksheet Page 1 of 12 September 1,2020 Drawing I A10 Cover sheet has an index for the entire drawings Completed X set and supporting documents(Be sure all pages N/A required for a complete set are listed) s Drawing I A9 [NY]R106 Cover sheet indicates the project/owner's name, CompletedX complete address and county N/A S Drawing 1 A9 Cover sheet identifies the current NYS Codes)that Completed X are applicable to this submission. N/A s Drawing 1 Al2 ECCC of NYS Cover sheet identifies the climate zone and energy CompletedX B7 ' testing agency and contact information N/A S Drawing l Al2 [NY]R301.2.4 Cover sheet identifies FEMA Flood Zone and CompletedX R322 Map#.36103CO482H N/A S Drawing 1 Al2 R301.2.1 Cover sheet identifies the seismic design category, CompletedX R301.2.1.1 ground snow load,wind speed&exposure, N/A R301.2.1.5.1 address special wind regions s R301.2.2 (Special wind regions are addressed on a case by R301.2.1.4 case basis),live and dead loads Drawing 1 Al2 [NY]R101.2 Use and Occupancy CompletedX Circle One One-Famil Two-Family Townhouse N/A s Drawing 1,3,3b,5,5a,5b Al2 R202 Indicate Number of Stories= 2 CompletedX and5c Story and[NY]Story Above Grade Plane N/A s Drawing I of 1 A13 [NY]R106.2 Provide plot plan showing the proposed building Completed X on the site,lot line dimensions,existing adjacent N/A structures and grade elevations. s Ill Drawing A3 3"x5"clear space box on all full sized sheets and CompletedX 2"0"on all reduced sized sheets provided for NIA DOS/3rd party approval stamp in the same location s on all pages of the plan set CompletedX All Drawing - A2 Manufacturer's information provided N/A (name,address and phone number) s Al Acknowledge submission to NYSDOS with hard Completed X copies,electronic files with application and filing N/A fee s Drawing 3,3b,5,5a,5b, A5 Identify ALL components and/or systems that are CompletedX 6a,10 and IOa B1n to be installed on-site by others that are not part N/A of this approval. s Drawing 10 Al2 Identify roof truss type and locate truss signage for Completes Bab structure.Complete Truss Form 1265. N/AX s Completed X Drawing 1 Al2 [NY]R106 Identify building square footage by floor and total. N/A Identify building construction type. s APPROVED DATE 10/21/21 TION Residential Submission Development Worksheet Bloomsburg, PA Page 2 of 12 September 1,2020 APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA Section B - Required Drawing Details Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed Drawing 5,5a,5b,6a, Bib R301.3 ELEVATIONS completed X 10 and I Oa B1k R305.1 Identify egress windows and ceiling heights, N/A R310 height of Stories above Grade Plane',and Mean s Roof Height Drawing 5 Bib [NY]R202 Height of Building(ft.)= 22'-3 7/8" completed X (Grade plane to average height of highest roof N/A surface) s Drawing 3,5,5a,5b,6a, B4h Ch.10 Identify exterior building materials. CompietedX 10 and 10a Ch.18 Show all chimneys and vents. N/A Ch.24 S Drawing 3b and 5 Bib R304 FLOOR PLAN(s) completed X Blk R305 Identify egress windows,'ceiling height,room N/A R310 dimensions;pnd ro'o`m names S Bib R310 Habitable Attic requirements completed R311 Provide egress window N/A X R313 Provide 13D Domestic Fire Sprinkler throughout S dwellin- R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions N/AX S Drawing 4 Blk R303 Light and Ventilation compietedX Identify this information for each habitable N/A room and on the window schedule for each S window/door 1 [NY]STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane, or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of thetotal building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 12 September 1,2020 Drawing 3 and 3b B1b R304 Room Size Completed Not less than a min.of N/A 70 SF(except kitchens) s 7-foot min.horizontal dimension [NY]R320.1.1 Accessibility:Guestrooms.A dwelling with Compieted Blj guestrooms shall comply with Chapter 11 ofthe N/AX IBC for Group R-3 s B2a Dwelling-Garage Fire Separation Completed R302.6 Identify wall construction and opening N/AX Table R302.6 protectives s Completed X Drawing 3,5 and 5a Means of Egress.Floors and landings at exterior N/A R311.3 doors s Completed X Drawing 3 and 3b 135a R306 General plumbing and sanitation.Fixture N/A Ch.25 requirements. s Ch.26 Ch.27 Completed X Drawing 3 and 3b B5d R307 Fixture spacing.Shower Compartments. N/A P2705.1 s P2708.1 CompletedX Drawing3 B4a M1901.1 Range and Oven Clearances N/A s Drawing 3 134i FACTORY-BUILT FIREPLACES Completed R1004 N/A s Drawing 3 B4i Factory built fireplaces-Hearth extension Completed R1004.2 N/A s Drawing 3 B41 Factory built fireplaces-Decorative shrouds Completed R1004.3 N/A s Drawing 3 B41 Factory built fireplaces-Unvented,gas log Completed R1004.4 heaters N/A s Drawing 3 B4i Fireplace doors on factory-built fireplaces are Completed R1004.5 not to be installed,EXCEPT where specifically N/A N1102.4.2 tested,listed and Labeled for use in accordance s with UL 127. Completed Drawing 3 64i Factory Built Chimneys N/A R1005 sX Completed Drawing-3 B4d Exterior air supply. N/A 64e R1006 sX Completed X Drawing 10 and 10a B1c CROSS SECTIONS N/A R305.1 One per roof type/design. s Dimension ceiling heights. completed X Drawing 10 and 4 B1d Interior Covering N/A B1g R702 s APPROVED i7r�iTL Residential Submission Development Worksheet PFS CORPORATION Page 4 of 12 September 1,2020 Bloomsburg, PA Completed X Drawing 1 I Bli R702 3.11 Gypsum Board supports and fasteners on walls N/A R702.3.5 and ceilings:Identify limitation on use of s Adhesive only attachment of Gypsum wallboard Completed X Drawing 1 Note 17 62c Flame Spread Classification not greater than 200 N/A R302.9 for Wall and Ceiling Finishes s B2d Fire blocking Completed Drawing I Note & R302.11 g N/A Drawing 8 supply s note 11 62a Floor protection:Gypsum or equal protection of Completed r R302.13 underside offloor framing members including N/AX those over basement areas s Bll Under-floor space:ventilation and access Completed R408 N/A X s Drawing 5,5a,5b and 5c B1h Exterior Wall Covering Completed R703 Include materials and fastening requirements for N/A each s X B1f R324 Solar Energy Systems Completed R324.6 Show Access Roof limit,calculation and N/AX Ch.23 pathways as shown in the Section s Drawing 10 and l0a Bad R802 Roof ventilation:Roof structure and Roof Completed R806.1 ventilation required and minimum vent area N/AX R806.2 s Ble Attic access location and size Completed R807 N/A X s completed X Drawing 10 and 10a B1h Roof assemblies:Roof coverings and N/A 62a Ch.9 attachment of roof covering,underlayment,ice s Bid barriers and fire classification CompletedX Drawing4 Blk DOOR AND WINDOW SCHEDULE N/A Notes:1.Window pressure and Windborne s APPROVE R308 debris are separate requirements. R310 2.Show window dimensions complyingwith DATE 10/21/21 R311 emergency escape and rescue requirements R312 3,Address fall protection in accordance with PFS lo RPA R312.2 Window fall protection. Bloomsburrgg,, PPA 4.Show light and vent areas. C° Blk Safety glazing:Hazardous locations N/Ates X Drawing 3a and 3c R308.4 s Completed Blk R308.6 Skylights and sloped glazing N/AX s completed X Drawing 4 Blk R609.1 Exterior windows and doors:Installation, N/A R703.4 framing and flashing s completed Drawing4 Blk Performance:Exterior windows and doors N/A R609.2 s Blk Testingand Exterior windows and completedX Drawing4 R609.3 g� "/A doors s Residential Submission Development Worksheet Page 5 of 12 September 1,2020 completed Drawing I and 4 B1k Wind-borne Debris Protection.Exterior N/A R609 6 windows and doors SX completed Drawing 1 and 4 B2e Protection of Openings:Exterior Glazing N/A R301 2 1.2 sX CompletedX Drawing4 R609.7 Anchorage methods of windows,glass door N/A R609.8 assemblies and mullions s completed X Drawing 3 and 3b 62a R311.7 STAIRWAYS N/A B2b s Completed X Drawing 3 132b R311.3 Landings:At exterior doors and stairways N/A R311.7.6 s Completed B2b R311.8 Ramps N/AX s B2b R311.7.1 Stairways:36"clear width CompletedX Drawing 3 and 36 Y N/A R311.7.2 Min.head clearance=6'-8" s Completed X Drawing 3 and 3b B2b R311.7.5.1 Stalrtreads and risers: N/A R311.7.5.2 Min.Tread depth=9" s Max.riser height=81/4" Completed Drawing 3 B2b R311.7.8 Stairways:Handrails and Handrail Height N/A 34"to 38"with 4 or more risers sX Completed R311.7.5.2.1 Stairways: N/A X R311.7.10.1 Winder tread s 132b R311.7.10.2 Spiral Stairs Bulkhead enclosure stairs (not permitted as means of egress from a story) Completed X Drawing 6 and`6a 132b [NY]R303.7 Interior Stairway illumination N/A S B2b R312.1.1 GUARDS Completed Required with floor surfaces more than 30" N/AX above floor below and opening limitations s R313 AUTOMATIC FIRE SPRINKLER SYSTEMS Completed 62f [NY]R313.1 Three stories above grade plane-One&Two-, N/AX APPROVED [NY]R313.2 Family Dwellings&Townhouses.Identify type s of system 0/21/21 CORPWRATION R313 Automatic Fire Sprinkler System: completed Bloomsburg, PA 62f Provide hydraulic calculations and a layout N/AX showing sprinkler head locations s R313 Provide complete system diagram and submit Completed B2f equipment specifications N/AX S completed X Drawing 10 B7b R316 Foam Plastic:Thermal Barrier N/A s Plot plan A13 R302.1 Fire-Resistant Construction:Exterior Walls, CompletedX Table R302.1(1) minimum fire separation distances shown on N/A Table R302.1(2) site plan s Residential Submission Development Worksheet Page 6 of 12 September 1,2020 R302.2 Townhouse Requirements—Fire Resistant Wall Completed B2a N/A X Construction S 132a R302.2.4 Townhouse:Parapet construction,or Completed R302.2.5 alternatively,where fire rated construction N/AX exceptions are met s 132a R302.2.6 Townhouse:Structural independence Completed N/A X s R302.3 Two-family dwellings:One-hour Fire Separation Completed 132a (%hr.with NFPA 13 N/AX sprinkler system) s Drawing 7 and 7a 134a M1303 MECHANICAL Completed M1306 Labeling of appliances AND clearances from N/A B4h s combustible construction Drawing 7 and 7a 134a Ch.14 Heating&cooling equipment and appliances Completed X N/A s Draiwng 7 and 7a Ch.14 Heating System Completed 134a Circle one:Hot Water BBD Electric BBD N/A Forced Air I s N1103.3.3 HVAC load sizing per ACCA Manual J with Completed M1401.3 equipment to comply with ACCA Manual S N/AX 67i(b) provided(Heat loss per ACCA Manual"J",and s 67i(c) equipment spec by Manual"S")Heat Loss Calc provided Ch.21 Hydronic Piping:Requirements Completed 64a N/A X s Completed Drawing 6a 134h M1502.4- EXHAUST SYSTEMS N/A Dryer Exhaust Ducts:Exhaust termination, s installation,material and duct length CompletedX Drawmg3 B4h M1503 Domestic Cooking Exhaust Equipment: N/A Microwave and Range hood material,rate and s location of exhaust B4h M1503.2.1 Open-top broiler unit exhaust requirements Completed N/A X S CompietedX Drawing6a B4h M1504 Exhaust ducts and exhaust openings N/A S Completed X Drawing 4 134e M1505 Mechanical ventilation N/A 67f s 137i(e) Completed X Drawing 6a 134 N1103.6 Whole house ventilation required N/A 67 Table N1103.6.1 Provide fan capacity,location and external air s M1505.4 draw location Indicate outdoor makeup air. M1601 DUCT SYSTEMS REQUIREMENTS completed APPROVED Duct Construction:Materials and installation N/AX 1 /21/21 67i(d) Provide Manual D design for duct sizing s DATE PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 7 of 12 September 1,2020 B4 M1602 Return Air:Requirements Completed 67 N/A X 5 67g M1701 Combustion Air:Requirements Completed N/A X 5 134a G2406 FUEL GAS REQUIREMENTS(MECH.EQUIP.) Completed Fuel Gas Appliance locations N/AX s 67g G2407 Combustion,ventilation and dilution air:For Completed Mechanical Equipment N/AX S 641 G2408 Installation:Fuel Gas Equipment&appliance Completed A PROVED installation clearances N/AX 5 DATE 1 /21/21 64a G2413 Pipe sizing,piping materials and shutoff valves Completed PFS CORPORATION G2414 N/AX Bloomsburg, PA G2420 s 1341 G2415 Piping System Installation:Fuel gas Completed N/A X 5 Co N/AIetedX Drawing 8,9,9a and 9b B5 Ch.26 GENERAL PLUMBING REQUIREMENTS s Completed X Drawing 8 P2603.2 Drilling and notching: N/A Supply note 14 Wood-framed structural s members Completed X Drawing 3 and 36 B5a Ch.27 Plumbing Fixture Requirements s completed Drawing 8,note 9 135c M2005 N/A Ch.28 Water heaters sX P2803.2 Water Heaters used for space Completed heating:Temperature Control N/AX S Completed X Drawing 9 135b P2906 Identify Water Supply and DWV plumbing sizes N/A Ch.30 and materials s Completed X Drawing 9 Ch.29 WATER SUPPLY AND DISTRIBUTION N/A s Completed X Drawing 9 B5b N/A 65c Provide line drawings ofwater supply plumbing s B5d system Completed X Drawing 9 65a P2903 Provide Fixture units,size of water supply piping N/A P2903.7 (3/4"min.) s Table P2903.2 completedX Drawing9 135b P2906 Identify Water Supply plumbing sizes and N/A B5c materials s Completed X Drawing 8 and 9 B5b Ch. 30 SANITARY DRAINAGE N/A B5c P3002 DWV piping materials and plumbing size s P3005.4 Residential Submission Development Worksheet Page 8 of 12 September 1,2020 Completed X Drawing 9 65a P3004 Determining Drainage Fixture Units:Provide N/A Table P3004.1 DFU calculation s 135b P3103.1 VENTS CDmpietedX Drawing 9 N/A 135d P3103.3 Vent pipes terminating outside:Roof extension s vent terminal and flashing&sealing Completed Drawing 9 BSc P3103.2 Frost closure:Req uirement,for Vent Piping N/A s Completed Drawing 9 135b P3103.5 Location of Vent terminal N/A B5d s Completed X Drawing 9 135b P3108 Wetventing N/A 65d s Completed X Drawing 9 135b P3109 Waste stack vent:Location N/A 65d s 65b P3110 Circuit venting:Requirements Completed 65d N/A X S Completed Drawing 9 65b P3111 Combination waste and vent system N/A B5d s 135b P3112 Island fixture venting Completed B5d N/A X s Completed X Drawing 9,9a and 9b P3113 Vent Sizing N/A s 135b P3114 Air admittance valves CompletedX Drawing 9,9a and 9b N/A 65c s B5d completed X Drawing 9,9a and 9b 135b P3201 Fixture Trap locations N/A 65d s Completed X Drawing 8 Electrical Requirements and Notes N/A (Chapters 34 through 43) s Completed X Drawing6and6a 136f E3901 Receptacle outlets: N/A Locations and requirements s completed X Drawing 6,6a and 8 66f E3902 Ground-fault and Arc-fault circuit interrupter N/A protection s completed X Drawing 6 and 6a 136h [NY]R314.2 Smoke alarms and heat detection: N/A R314.3 Show locations on drawings s Completed X Drawing 6 and 6a 136h [NY]R315.1 Carbon Monoxide Alarms: N/A Show locations on drawings s !� PRO ED Completedx DraWing6 Electrical equipment/appliance locations N/A D E 10/21/2 Floor plans s PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 9 of 12 September 1,2020 completedX Drawing 6 66c Load calculations N/A S CompletedX Drawing B6d E3705 Size of conductors N/A S Completed Drawing 6 B6e E3601.6 Main disconnect&over current protection N/A E3602.3 s X E3603.3 CompletedX Drawing 6 and 6a B6g One-line Electrical diagram N/A s CompletedX Drawing 8 B6h N1104.1 Lighting equipment(Mandatory) N/A 90%of Lighting fixtures must have high efficacy s lamps CompletedX RES-CHECK B7 Ch.11 ENERGY CODE COMPLIANCE N/A path used Circle One): s Prescriptive IPerformance Energy Rating Index Forced Hot Air Furnace,Gas fired 80 Annual Fuel Completed Utilization Efficiency(AFUE)Minimum,Oil fired- N/AX 83 AFUE Minimum s Provide Make and model number (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 Seasonal Energy Completed Efficiency Ratio(SEER)min.(effective 1/1/2017) N/AX Make and model number s A ROVED Boiler,Gas fired-82-AFUE Minimum Completed Oil fired-84 AFUE Minimum N/AX DATE 10/21/21 Provide Make and model number s (effective 9/1/2012) FS CORPOkATION . (Note:In 2021 the standards will change to 84 Bloomsburg, PA AFUE for gas-fired boilers and 86 AFUE for oil- fired boilers) completed X Drawings 4,10 and I Oa 137b N1102.1.2 Insulation and Fenestration Criteria:Materials N/A Identification.Installation shall be per the s [NY]N1102.1.2 manufacturer's instructions.Materials must be identified so that compliance can be determined.Insulation Rvalues and glazing U factors must be clearly marked on the building plans or specifications. completed X Drawings 10 and I0a 67b R702.7 Vapor retarder installed on non-vented framed N/A ceilings,walls and floors. s CompletedX !A'Manual, B7d N1102.4 Air leakage(Mandatory) N/A Traveler B7i(f) Identify how joints,penetrations and openings in s the building envelope are sealed. Completed Drawing 1 B7i(f) [NY]N1102.4.1.2 ACH50/13lower door testing for Air Infiltration N/A rate and achieve dwelling rate of 3 ACH sX completed X Drawing 8 note 21 B7d N1102.4.5 Recessed lights shall be IC rated and installed N/A with no penetrations,or Type IC or non-IC rated s installed insidean appropriate air-tight assembly with a 1/2"clearance from combustible materials and 3"clearance from insulation Residential Submission Development Worksheet Page 10 of 12 September 1,2020 Completed Drawing 8,electrical 137e N1103.1.1 Programmable thermostat N/A Note 23 Each dwelling unit has at least one thermostat s capable of automatically adjusting the space temperature set point of the largest zone. 134a N1103.3 Duct Insulation Completed Supply and return ducts In attics,shall be N/AX insulated to not less than R-8 for ducts 3"in s diameter and larger and not less than R-6 for ducts smaller than 3"in diameter.Supply and return ducts in other portions of the building shall be insulated to not less'than R-6 for ducts 3"in diameter and not less than R-4.2 for ducts smaller than 3 inches in diameter.Exception: Insulation is not required on ducts within the building thermal envelope. 137d N1103.3.5 completed Building Cavities shall not be used as ducts or N/AX plenums s 137f M1601 Duct Construction Completed B7g M1601.4.1 All joints,seams,and connections must be N/AX M1601.4.4 securely fastened with welds,gaskets,mastics s (adhesives),mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported in accordance with the AP ROVED manufacturer's instructions. S / Cooling ducts with exterior insulation must be DATE 10 21/21 covered with a vapor retarder. ITS CORPORATION Air filters are required in the return air system. The HVAC system must provide a means for Bloomsburg, PA balancing air and water systems. N11033.3 Duct Testing(Mandatory) Completed Post-construction N/AX s N1103.5 Service Hot Water Systems Completed Water heaters with vertical pipe risers must N/AX have heat trap on both the inlet and outlet s unless an integral heat trap is provided or is part of a circulating system.Identify on the drawings the insulation Rvalue(s)for the circulating hot water pipes and HVAC piping N1103.5.3 Hot Water Pipe insulation:Service water piping Completed must be insulated to R-3 where indicated N/AX s CompletedX Cale manual 133a STRUCTURAL DESIGN/CALCULATIONS N/A Page 1 Identify codes and referenced standards used in s design on a separate sheet bound with the structural calculations Completed X I to 49 and Drawing 10 133a R301 Structural materials/elements N/A Circle One: ngrneere OR Prescriptive s design Completed X Cale manual Al2 R301.4 Dead&Live Loads N/A Page I and Drawing I 133a R301.5 s Bad Table R301.5 Residential Submission Development Worksheet Page 11 of 12 September 1,2020 completed Drawing 1,Wind B3d R301.2.1 Wind Speed,Exposure Category,Seismic Design N/A And Seismic calcs R301.2 1.4 Category and Assumed Soil Site Class,and s Manual page I of 5 R301.2.2 Ground Snow Load R301.2.3 B3c Specifications of all materials completed X Drawing 10 and I Oa p N/A s completed Drawing IO and IOa B3b R802.10 Wood and Cold-Formed Steel Trusses: N/A R804.3.6 Provide Engineered roof details S completed X Drawing 10 and I Oa B3b R802.10 Truss design drawings and truss uplift N/A R802.11 connections provided s R804.3.6 R804.3.8 completed X Wind Calcs page 1 B3b [NY]R602.10 Wall`Bracing/Simplified Wall Bracing N/A Through 5 R602.12 Circle One:Engineered OR Prescriptive s design Completed X Drawing 3a and 3c B3b [NY]R602.10 Braced wall lines Identified and dimensioned N/A s completed X Drawing 3a and 3c Baa Specifications for shear walls provided& N/A Structural adequacy of shear walls confirmed S Drawing 3a and 3c B3b R601.11 Wall Anchorage:Location and specifications for Completed holddown devices provided on Braced wall and N/AX Foundation plans S c° Bae Column(post)schedule and'header(beam) Iswing 3a and 3c N/A/ schedule provided on floor plan. S Completed X Drawing 3a and 3c B3a R602.3.5 Continuity of uplift resistance confirmed N/A s Completed X Drawing'I Oand I Oa 133b Details of-module connections(at ridge,mating N/A line,story-to-story)provided s Drawing I R301.2.1.2 Wind-borne debris protection:Applicable Completed R609.6 and how addressed N/A sX B3b R403.1.6 FOUNDATION completed Drawing 2 63f Anchorage:Location and specifications for N/A holddown devices,size and spacing of sill plate S anchor bolts and spacing of columns provided on foundation plan completed X Drawing 2 B3f R404 Foundation and Retaining Walls:Uniformly N/A B3g distributed loads and Concentrated loads s identified on foundation plans I Drawing 2 B3a R404 Horizontal loads vectors identified on Completed B3d foundation plans N/A sX rAPPROVED DATE 10/21/21 O d_ Bloomsburg, PA Residential Submission Development Worksheet Page 12 of 12 September 1,2020 e o NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 'CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Dan Dubinsky SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 2300 Camp Mineola Road, Mattituck, Suffolk county, 11982 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): x❑ New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ❑ Truss Type Construction (TT) 0 Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): x❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative j�AAPPROVED DATE 10/21/21 PFS�O�t��RATfO Bloomsburg, PA i r , i All required energy testing required by Chapter 11 of the 2020 Residential Code of New York State and ECC of MODULAR STEEL SYSTEMS , hall • New York be done881 Wamortate R nsBlvd.Tur otvtl a ch PA. 570490-3928.0490-98.c 11 EDWARDS DRIVE, BLOOMSBURG, PA 17815 Energy code testing performed on-site&passed in TEL. (570) 520-4062 WWW.STEELMODULARSYSTEMS.COM accordance with codes listed All on-site inspections by the energy testing agency and the attachment of the NY 0 GENERAL NOTES. insignias by PFS Corporation at the factory must be done W prior to the issuance of the local use&occupancy permit a APPLICABLE STATE BUILDING CODES: 1 POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE WHEN NOT APPLICABLE This information will be noted on the data plate OR ABLE,RECIRCULATING FILTERING HOOD(MIN 100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM W OF 4%NATURAL VENTILATION IS PROVIDED BUILDING ENVELOPE TIGHTNESS VERIFIED VIA VISUAL 0 2020 New York State Uniform Fire Prevention and Building Code 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND INSPECTION DURING INSULATION INSTALLATION I (which incorporates by reference) ON-SITE BLOWER DOOR TEST ALSO REQUIRED. o 2020 Residential Code of New York State INSTALLED ON SITE BY BUILDER. > 3. ROOF SHINGLES ARE FACTORY INSTALLED EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS 2020 Energy Conservation Code of New York State FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER cwn 2017 National Electrical Code AND FIELD INSTALLED. w 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT DWG # SHEET NAME DATE REVISION MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF DATE THE STRUCTURE.ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIREBLOCKED PER CODE 1 COVER PAGE 7/22121 REQUIREMENTS 5. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH 2 FOUNDATION DIAGRAM 7/22/21 SUCH OPENINGS FIREBLOCKED 3 1st FLOOR PLAN 7/22/21 USE GROUP: ONE FAMILY 6. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. LU N 3a SHEAR WALLS 7/22/21 ►- o o 00 CONSTRUCTION CLASSIFICATION:WOOD FRAME 7. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"*"ARE BUILDERICONTRACTORS RESPONSIBILITY. ¢ 1 � cn ch 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 3b 2nd FLOOR PLAN 7/22121 o w N DESIGN CRITERIA FOR WIND AND SEISMIC' ch O o 9. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING 3c SHEAR WALLS 7/22/21 0 a N DWELLING IS DESIGNED IN ACCORDANCE �ch a CODE PRESCRIPTIVE WIND DESIGN REQUIREMENTS OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE 4 DOOR&WINDOW SCHEDULE 7/22121LU A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.AND 5 FRONT ELEVATION 7/22/21 WIND SPEED V(ult)140 MPH :2i5 N EXPOSURE B®C❑ NET CLEAR OPENING OF 20"X24" 5a REAR ELEVATION 7/22121 0�2 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED 5b LEFT ELEVATION 7/22/21 0}O oY ASSUMED SEISMIC SITE CLASSIFICATION='D' ON EACH FLOOR LEVEL INCLUDING BASEMENT SMOKE DETECTOR SHALL BE INSTALLED IN EACH 0<>- Of W SEISMIC DESIGN CATEGORY='B' BEDROOM AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE 5c RIGHT ELEVATION 7122121 00 6 1 WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE st ELECTRIC PLAN 7/22/21 BUILDING AREA z . W zZ 1ST FLOOR AREA=1282 SF - INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 6a 2nd ELECTRIC PLAN 7/22/21 co CIO <O z MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR 7 1st HEAT PLAN 9/30121 z z m 2ND FLOOR AREA=1240 SF w w = t TOTAL BUILDING AREA=2,522 SF- 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"-SPHERE CANNOT 7a 2nd HEAT PLAN 9/30/21 O z U z DESIGN LOADS: -PASSTHROUGH 8 ELEC&PLUMB NOTES 7/22/21,, Z a O'o w N 2. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR' o " " -t , LIVE LOADS 9 PLUMBING SCHEMATIC 7/22/21` `�' w w tY uj =¢ ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS > z • ROOF-GROUND SNOW LOAD 25 PSF 9a 1st PLUMBING PLAN 7/22/21= w a' a- w c 3 z IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOL'S,BATHTUBS AND SHOWERS;IN ANY PART OF A o o p'-w v o NON SLEEPING AREA-40 PSF 9b 2nd PLUMBING PLAN 7/22/21 w w w F_ BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF-GLASSING•ISL'ESS cn cn SLEEPING AREA-30 PSF " -THAN 60 ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A.DOOR 10 SECTION 7122/21 EXTERIOR BALCONIES-60 PSF m ¢, a STAIRS-40 PSF* 'WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN CLOSED POSITION'AND WHOSE 10a SECTION 7/22121 BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED 11 FASTENING SCHEDULE 7/22/21 ' ATTIC -10 PSF FOR ROOF WITHOUT STORAGE* ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. 20 PSF FOR ROOF WITH LIMITED STORAGE" a:EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. SITE PLAN LO u0i 30 PSF FOR ATTICS SERVED BY FIXED STAIRS b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. COM FOOTNOTE b,g,AND h TABLE R301.5 c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW j LU Flood hazard, Flood Insurance Rate Maps(FIRM)Community d.ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING Z a cn Number 36103C0482H,last revised Sept 25,2009." SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LANDINGS OR RAMPS WITHIN 36" UNDER THE DIRECTION OF A LICENSED PROFESSIONAL DEAD LOADS HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60" ENGINEER,TO ALTER THIS ITEM IN ANY WAY. C/) &M W ACTUAL LOADS NOT TO EXCEED ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SAFETY GLAZING ADJACENT TO STAIRWAYS TRUSS TYPE,PRE-ENGINEERED WOOD&TIMBER CONSTRUCTION IN ED U' 15 PSF FOR ROOF CEILING WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED GLASS SURFACE Uponapplicatronforabuilding perndwdhthelocal govemmerdhavingjurrsdicbon,indudeonthepermrtapplicabon r' F- m Q 10 PSF FOR FLOOR IS LESS THAN 60"ABOVE THE NOSE OF THE TREAD thattrusstype,preengmeeredwood ortunberconstrucbon is being utilized,andthatthe propertyownerorthe } C/)_C0 �— property owner's representative shall complete a form prescribed bythe State Fire Prevention and Budding Code 13. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) Council designating the structure as trusstype,pre-engineered wood or timber construction and file such forrmwith the 0° za Cl) O w W BUILDING IS IN CLIMATE ZONE 4 IF USED SHALL BE IN COMPLIANCE WITH STATE CODE application fora building permit The sign orsymbol isto be affixed to the extenorelectric box,Jany,ofa residential W I w 14. MINIMUM ROOM SIZE TO BE 70 SQ FT WITH A MINIMUM ROOM DIMENSION OF 7'-0".ONE ROOM A MIN. budding that utilizes Wsstype,pre-engineered wood andfortunberconsfructron. W r j WIND BORNE DEBRIS PROTECTION PANELS ARE o v F- LU OF 120 SQ.FT. > TO BE SUPPLIED BY BUILDER AND BE AVAILABLE THIRD PARTY INSPECTION AGENCY e� -� V ON SITE PRIOR TO BUILDING OCCUPANCY 15. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% PFS CORPORATION Q OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4% OF THE 417 Central Road,Suite 2, QF NEW Q o N FLOOR AREA VENTILATED BLOOMSBURG PA 17815 �� y of C.0 ATTENTION LOCAL INSPECTIONS DEPARTMENT-_ 16. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR DESIGN PROFESSIONAL ,�Q� ��( PAU( 41 O,p 0 �"T • p y SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED ANTHONY P.SHULDE,P.E. CO �� tiG 0 N The followingitems have not been completed b the Modular Home FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL * * w u, Manufacturer,have not been inspected by 3rd Party Agency and are BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. KEYSTONE STRUCTURAL GROUP,INC. 10 o not certified by state modular label.Code compliance must be 711 DAVIS STREET, ti � determined at the local level 17.WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200. SCRANTON PA 18505 ¢ it - Foundation,Porches,decks and steps HVAC systems Plumbing 18. THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1507 y 2 l U5 `r_ and Electrical connections at site Any items marked on included OF THIS CODE OR THE INTERNATIONAL MECHANICAL CODE,AS APPLICABLE,OR WITH OTHER APPROVED DP DATA PLATE(1)PER DWELLING UNIT drawings as"BY BUILDER"or with the"*"or"'symbols MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY STATE LABELS(1)PER DWELLING UNIT �;0 09619 �_� ~ c� DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.(N1103.6.1)(R403 6.1) �, DATE DWG ��--77 THIRD PARTY LABELS(1)IN EACH MODULE ;9 112/1412 NP 12/14/20 FOUNDATION NOTES. 1 ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE FLOOR DECKING BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES FLOOR DECKING 2 BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS,EXCAVATION AND BACK FILL,PILASTER,ETC MUST METAL JOIST HANGER COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATEILOCAL CODES,LAWS,RULES OR 2X2 LEDGER METAL JOIST HANGER AND REGULATIONS FLOOR JOIST FLOORJOIST Q 3 INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE I- BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES 12XB DBL SILL PLATE 31/2"x7'x1/4 STEEL PLATE 4 WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 11150 OF FLOOR AREA AS FREEWELDED TO COLUMN -i VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5 IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY,OR BE REQUIRED CHECK O LOCAL REQUIREMENTS (4)3'8"x4'LONG LAG BOLTS 6 ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P E OR RA FAMILIAR WITH LOCAL SOIL CONDITIONS "x16'BLOCK PIER a 7 CRAWL SPACE FOUNDATIONS REQUIRE A MIN OF A 18"x 24"ACCESS OPENING,FOR VENTILATION 1/3 OF 1% 31/71N DIA STANDARDCL THE FLOORAREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOWERS MIN YPE'M"OR'S'MORTAR) STEEL PIPE COLUMNCLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18" 0"x30"x10"CONCRETE8 ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST OOTING STANDARD 30"x30"xl0"CONCRETE 9 PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 17 0 C ( ) FOOTING(STANDARD) LL 10. LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND ATTACH 1ST FLOOR TOLu LOCAL CODES(OWNER/BUILDERRESPONSIBILITY) FOUNDATION WITH CRAWL SPACE PIER DETAIL > 11 SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG LSTHD8,20-16d NAILS BASEMENT COLUMN DETAIL ct� FOUNDATION IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 11/2-TO FOUNDATION WITH 11/2" 'CI� APPROVED Lu MAINTAIN PROPER OVERHANG THIS APPLIES TO ALL MODELS 31'_0" LSTHD8,20-16d NAILS 12 FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE ATTACH 1ST FLOOR TO 10/21/21 3'-0 7 3'-5 318 '-7 318" DATE 13 RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF 11/2" 7-7 /8" 3'- 8• 3'-2718" FOUNDATION WITH 115 CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 3000 PSI 4.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE STHDB,20-16d NAILS PFS CORPORATION r — — — — — — — ———————— — _ _ _ __ Bloomsburg, PA F CONCRETEFOOTING �� I UNIFORM LOAD=1045 PLF z I ¢ M 10 M N Io W 60 co I I o "' M M O o LU OC�Oc) N 20''1 117 I I W I I IW- I �CD rn _ _ _J5/8"DIA.ANCHOR IN CONCRETE MIN. BO(L�T6'0""O.0 MAX o}O I 17 FROM CORNER(') >- go pp� o J CONCRETE PARGING COVER Z Q Z >-zZ WITH BITUMINOUS COATING UNIFORM LOAD=1045 PLF I J f O m a Y FOUNDATION WALL BY BUILDER m I I c�z S2 z I 19'-2 314" 9'-31/4" 9-21/7 PERFORATED DRAIN TILE z 0 0 z o W o ¢ I 8'-81116 3'-015116 O U c� ui N ATTACH 1ST FLOOR TO FOUNDATION-\ _ Cn • •- Lo CAPACITY=2072 LB USE STHDRJB __---__ _ > a a zjo, I I 94 RE-BAR CONTINUOUS w W cn rVOINT Q' O lo 0 LUo I I I FOUNDATION WALL DETAIL SQ Lo1 ATORY — - I UNOFORM LOAD=630 PLF � I O LOAD=10220 LB POINT LOAD=10220 LB I U I Lo c/) UNIFORM LOAD=1045 PLF I UP U n W Z Q to I L - - - -- - - - - -- -- - - - - - I I -a_c/) I I I � o� L -- - -- - --- - - ---- -- , I SILL PLATE I F- co ATTACH IST FLOOR TO FOUNDATION I I I r } �0 Q CAPACITY=2072 LB USESTHDRJ8 22co 0 I E SERVICE L I C J 'W U I I ATTACH 1ST FLOOR TO w m� Q m FOUNDATION WITH CJ ~ W Z ATTACH 1ST FLOOR TO FOUNDATION WITH LSTHD8,20-16d NAILS Co — I LSTHD8,20-16d NAILS UNIFORM LOAD=1045 PLF I Oow I ANCHOR BOLT BOILER FOUNDATION WALL �OF NE L- —————— — ——— p EGRESS WINDOW PAo <cp o Z o 0 CD I--- - -- cli - -- - --- ---- - 3-1 1/7 ATTACH 1 FLOOR TO FOUNDATION WITH LSTHD8,20-16d NAILS ATTACH CH 1ST FLOOR 06d NAILS NDATION 3'-1 1!7 !2 ¢ jI 5V-1 112" C/)_ w SOA 096191 DATEO DWG p/2021 �120 � t Q J a IZ Q o' O III I0) > III 0° I APPROVED Lu Lu I 5r-1 1/2° w � 10'-6" 10'-6° 5'_1• EXTERIOR STAIRS AND RAILING ARE ON SITE BY OTHERS DATE 10/21/21 III 4' 39-2" s' PFS CORPORATION ESCA3046 ELSPD12068-OXO ESC646 Bloomsburg, PA 11 HEADER 2-1 112'X14'LVL(FB-5) = m o 2.2X6 SPF#2 JACK STUDS 2-2X6 SPFF#2 JACK gTUDS m a WITH 1-2X6 SPF#s2L KING(F13P•5A) WITH 1-2X6 SPF#2 KING(FBP-58) co II THIS AREA BY OTHERS w N III ; _ Q M cn ch 10'4112 4'-6 5 3" ;z o u� w coil a c') O o F+o1 7'-10114' 4" 11'-51(4" I m 0�co N �7 m DINING ROOM LIVING ROOM « =w o I I o o LIVING ROOM/DINING ROOM iv d'�_r F_— �, — — AREA=44860 FT ILL>om Q �- N II II I OUTSIDE ITCH BY HERS IwW_0W = �CA,N o� 2- SPF#2STUDS TMPERE 1'?G. 0 DN TO O 0>_0 pY z-e iN--- BASEMENT 0Q>_ s� BATH STAIR WALLS INSULATED WITH R-13 0 �-; LLJ INSULATED DOOR WITH WEATHER _ r' cn .Fn vv••ll w--z STRIPED AND DOOR SWEEP N w w m 0= P 4 p-aF 1-2X4 6PF#2 STUD EACH MODULE(FBP-3B) U� Z U z INL. EACH MODULE,FLUSH CEILING(FB 3)' N O 'CU U 0 a W `w N v _ CEILING BEAM1-2X10 SP F#2 IN FLOOR ABOVE• 't�' ; 2t Q 0 Zc) ¢1-2X4 SPF#2 STUDEACH MODULE(FBP-3A) o '�' ^ "7 �i ,� LO <2-2X4 SPF#2 JACK STUDS WITH 1-2X4 SPF#2 KING(FBP-4) . N Wa aZHEADER 2-1 1/2'X74"LVL IN EACH MODULE F(�B�L c_ Lu W_ _ - -- _- -- -- w UF L v v o 2' ILLER _ ^i >N 2'FILLER �eaNP 6R T 17i .9 Rmi , o, - 0� FOYER!MUDROOM Z _o FF "'U) r ma RAILING AT 32'ABOVE NOSING vr-WT_ T —1 ON SITE BY OTHERS z �1315 1 BMC27 B15 �z w dSTUDS-\ L — 1 J <a 3-0 111KITCHEN 3"DEP �a o w io ESC 3046 N AREA=258 SQ FT w w O `-' �` I-- m= TEM FRED m V o HOME OFFICE 0 g�' 3 AREA=137 SQ FT m = (j O O J I LW O o �� 2-2 6 SPF#2 STUDS(FBP-1) m 2-2X6 SPF#2 STUDS(FBP-1) ELECTRIC PANEL ON W m V zo H ER 1-1 112'X9114'X6'-0'LVL(FB-1,FB2) 3 BASEMENT OTHERS AREA O U (L- I— c _� U) 6 7'-4 314" 48'-31/4" 4" 7-10"4" m 2-X6 SPF#2 STUDS(RBP-2) THIRD PARTY LABEL Q FOR MODULE B L1 10'-1" 4-6" <: '-6° 5'- ' I 2 � o F NES Y mCV 20'-0° a B 36139 B27 DW 6 6 B15 B12 B24 O 3 HEADER I-1112'X9114'X6'-0'LVL(FB•1,F82) < ,�� y � BE c.0 W 2-2X6 SPF#2 STUDS(FBP-2) O =o 3046 ESCAP3046 ESCA3046 "5;ESCAPESCAP3046 CV * k w LO 6" 17!-7111Z 6- 11'-10112" 6' =o w o ALL EXTERIOR WALL FADERS ARE 2-2X6 SPF#2 UNLESS NOTED OTHERWISE(TABLS R6027(1) 9'_4112• 11'-7" 10'-0112" v J Q 31 LU -t W co CC3 �O ;90 096191 NPD� F- DoWc*G 2012021- 1 � ___ J TYPICAL FLITCH BEAM CONSTRUCTION 6" O {3." .....1'-6'y, 4'-0" 1� TOTAL LENGTH VARIES of e e o o e •N N '-0* 4'-0° 4'-0" LJ� N O 1-SECURE 1 1/2'x 9114'LVL's TO 1/2'A36 STEEL FLITCH PLATE WITH 112'BOLTS STAGGERED AT 48'0/C 2-IF REQUIRED,MODULE-TO-MODULE BOLT SLOTS MAX 48"O/C LU APPROVED w ONDECK 10/21/21 w SI'EUBYOTHERSD RAILING DATE 16'x° 6'-S" 6° 17'-8" 4" 12'-0" 6" PFS CORPORATION ESSPD6068-XOlE PM E�p Bloomsburg, PA 2-2X10 SPF#2 HEADER(RB4) a o 2-2X6 SPF#2 STUDS(RBP-0) L-T' � No 4'SHOWER CURB-")'I ��v o cel g oo BEDROOM 1 �' 0 w – M 0 5'-41/4" T-61/4" AREA=187 SQ.FT io � MO c) 0 N r-M BATH 2 a s° 12'-0 yr m a^ of H ESCA3046 v N 2-0 > ¢ N� 2-6 Wm O}O EECQ N ccQ>- �� G3�: �O Jy ^ ZQz �ZZ — —_ O V58 30 ~ 1-- �W O m 0-c- m Y 26 W W SQ ��= m UI zU Z�F= CEILING BEAM 1-2X10 SPF#2 IN FLOOR co Z O o c FLOOR PERIMETER 2-11/2'X91/4'{.VL WITH ,o ABOVE'IN EACH MODULE,FLUSH CEILING(RB 3) p O OU O to LLJ w N 12'X9'STEEL FLITCH PLATE 1.2X4 SPF#2 STUD EACH MODULE(BRP-3) � W w > o- n. Z Z 1 n W o o p Lu v _ _ w W -�� �a —___ cn cn = p 0 BEDROOM 3 ;( M cr � 00 a a _ 3 AREA=214 sa Fr. � � � - �� o � BATH m O ROOF " v DECK AND RAILING n LL)C6 ON SITE BY OTHER,' 1 0 " oo 1 1 O X-2112° 4' 8'-11' F77 d ~W VSB 24 )VSB 24 I z •-F- co I l 1 _ N _ d r 26 Cn n rf—1i n W �z I T9. 4' 2'&'4' 3,0. aZ tI ?aII II o W N ROOMY IL S J�6 � co O zo BEDROOM 2 MSPF#2D �� i s J w a.. AREA=178 SQ.FT N IOf/] ./�. - Q W m�. N _�,��I o c� h- W SOL ESCA3046 a I Cn O ro 6' 9'-01/2 4° 2'-0"4" 2-2X6 SPF#2 STUDS(RBP-1) I P-1) lL 5-4114" T-61/4' $ OF NEW J p N Z EADER 2-2X10 SPF#2 XE-0-(RB-1&RB-2) I 2-2X6 SPF#2 STUDS(RBP-2) E/ P'� � PAU4 s Qa W Wco ti � � o It NCD ESCAP3046 ESCA30466" Lo 17'-3" 4" 3'-0" 4" 2' SCAP3 B" HEADER 2-2X10 SPF#2 X6'-0'(RB-1&RB-2) * �� * W o W o 14'-4' 16'$ v MODULE'F 12'-101/2' 1112' 31'-0' tr J 0 El -TMRD PARTY LABELS ALL EXTERIOR WALL HEADERS ARE 2-2X6 SPF#2 STUDSUNLESS NOTED OTHERWISE(TABES R602 7(1) 09619� O-EGRESSWINDOWS DATE DWG 0f9 2A 12/14/20 3a rn 0 of IL a 0 = _= W III I BWL B-1 31'-0" F APPROVED W III C0 ATTACH 1ST FLOOR TO ATTACH IST FLOOR TO 10/21/21 � DATE Qf ATTACH 1ST FLOOR TO FOUNDATION WITH FOUNDATION WITH ATTACH 1ST FLOOR TO � FOUNDATION WITH LSTHD8,20-16d NAILS LSTHD8,20-16d NAILS FOUNDATION WITH III LSTHD8,20-16dNAILS 3-313/16" 2'-11 /16" 2-11 /16" 3-513116" STHD8,20-16d NAILS PFS CORPORATION Bloomsburg, PA III hl _ Lu co o oM LU III o I OR N I z �- BWLD-1 20'-0" DINING ROOM LIVING ROOM i W 111/4" I 3'-6 5/16" I O Q O C? Im BATH 1 `� --- o o w >-W0.� lJ� ED '50 �� z z C13m0 rnILU to M C7 z U ¢U 0 O (] 025w UJ J N (n Q o ATTACH IST FLOORTO FOUNDATION W LU d W F z CAPACITY=2072 LB SE STHDRJ8 m W CL �' N A LC Q W V O - ----- _- -IRT �n 83 L C_w J L �Q o - -- -- - - ---- c� > > = Q d'O ui Of LLJ m ¢ a M ? m m 0 FOYER/MUDROOMW o J T — T '—I Z �� J LLI ry KITCHEN # Lu = Q e'-531a" L 3-913n6" HOMEOFFICE } } 0 L1J ATTA 1ST FLOOR TO FOUNDATION z J OO W Y=2072 LB USE STHDRJ8 Q W m FWLLJ - I--.LILT U' O ATTACH 1ST FLOOR TOO FOUNDATION WITH W Q J LSTHD8,20-16d NAILS -TT OO ATTACH 1 ST FLOOR TO F NE J CnILL FOUNDATION WITH Q CV LSTHD8,20-16d NAILSO PAUL s�O� a o o .� O Q 4'-9 5116" 8'-5118' 5'-5 5116" w n <—a u-1 O ATTACH 1ST FLOOR TO FOUNDATION ATTACH 1ST FLOOR TO FOUNDATION 77 WITH LSTHD8,20-16d NAILS WITH LSTHD8,20-16d NAILS ¢ I I BWLA-1 31'-0 m w CU ALL BWL Designed as 16"OIC,Continuous sheathed Wall(CS-WSP)with 7116"(Blocked)on exterior face secured with 8d common nails @ 6"0/C ��O 09 9� �� ~ Cl) BWL B-1 As a segmented wall with 7/16 sheathing attached with 8d nails 6"o/c A 61 �' DATE DWG BWL 1A As a segmented wall with 7116 sheathing attached with 8d nails 6"o/c �_ �__^ _ RAF NP pf2fl2 - 12/14/20 CL a U U) - J _ Q 0 d d Q 0 LL 0 W APPROVED 'w DECK 10/21/21 co BWLB-2 31'-0" DATE uj - ATTACH 2ND FLOOR TO IST FLOOR WITH s-0" 1r-813(16" 5'-013116" PFS CORPORATION CS20,14-16d NAILS Bloomsburg, PA 4atN Co o M o"BEDROOM 1 0� N BWLD-2 12'-101/2" BATH w 3-91!16" 116 O Q}0I 0W M0 Q � 0 OzN co 9 9:'z , - - - -- - - _ - W W -�m� �gV UH Z O O ZoZE oMa M _ Q Q V _��� wN� a a w- N 5E r, w w w p � Wo 4 Lj co BEDROOM 3 o N N s BATH 3 0 N q 0 ROOF m N "'u) m 'M I I O U �w U) O�O� Ej z dQ> J i i � J LAUNDRYII Jlq° C/)-CIOo Q m ROOM L �T >_ >- W I r I.II m a (!] Oo i 2 co BEDROOM 2 I iii w m w w cn 21� 0 3'-91/16" 5'-111/16" I f QF NE►N J 0 c Q V YV LL_ BWL G2 1r-lour I ���� PAUL s�0�� O Q� N ATTACH 2ND FLOOR TO 1ST FLOOR * �� * w C4 WITH CS20,14-16d NAILS 9-813116" 12'-013116" ATTACH 2ND FLOOR T01ST FLOOR WITH CS20,14-16d NAILS d o J o BWL A-2 31'-0" m2 w C13 Co NH ch 91 ALL BWL Designed as 16"01C,Continuous sheathed Wall(CS-WSP)with 7/16"(Blocked)on exterior face secured with 8d common nails @ 6"O/C ,p 09619 ��Cr� DATE DWG 9��ES S 1 NP OF2421 12/14/20 _ m _ a Q C LIGHT, VENT- AND ROOM FINISHES J MARVIN ESSENTIAL CASEMENT WINDOWS 0 HT VENT DP ROOM AREA REQ'DIG PROVIDE REQ'D PROVIDED ROOM FINISH CALL SIZE R.O.SIZE LIGHT VENT EGRESS SIZE LI-VALUE RATING a KIT./LIV.RM./DINING RM. 706 56.48 129.5 28.24 44.9 DRYWALL PAINTED ESCAT5020 6011X24" 6.4- ---- N/A 0.30 50 0 HOME OFFICE 137 1096 29.7 5.48 -8.95 DRYWALL PAINTED ESCAP3030 36"X36" 6.18 --- N/A 0.30 50 w BEDROOM 1 187 14.96 37.6 7.48 16.81 DRYWALL PAINTED ESCAP3046 CORNER 36"X54" 19.80 ---- N/A 0.30 50 > !I APPROVED U) BEDROOM 2 178 14.24 29.7 7.12 8.95 DRYWALL PAINTED ESCA3046 36"X54" 9.90 8.95 26 5/8"X48 5/16" 0.30 50 cwn BEDROOM 3 214 17.12 25.3 8.56 35.7 DRYWALL PAINTED ESCAP3046 36"X54" 9.90 - N/A 0.30 50 DATE 10/21/21 BATH 1 24 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED PFS CORPORATION BATH 2 79 6.32 1 16.08 3.16 15.13 DRYWALL PAINTED DOORS Bloomsburg, PA BATH 3 97 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED R.O.SIZE LIGHT VENT U-VALUE 2-8 DOOR 2'-10 3/8"X 6-101/2" 2:6 -- 16 W W o °g - M 2-8 GLASS DOOR 2'-10 3/8"X 6-10112" 5.5 -- 31 Oz 0 0 cli NOTES: 3-0 DOOR 3'-2 3/8'X 6-101/2" 3.0 -- 16Lu c 1. Exterior windows and sliding doors shall be tested by an approved independent laboratory, EESPD6068 5'-11 1/2"x 6'-8" 31.20 16.81 .31 N and bear a label identifying manufacturer, performance characteristics and approved ELSPD12068 11'-11 1/2"X 6'-101/2 80.0 27.0 .31 0 1 inspection agency to ind icate,compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior o sY side-hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA z w -W3 � oZ ZZz 1Q1`/I`S.2/A440 or AMD-100, or comply with Section R609.5. (,windows used.are NFRC rated) m o o- 2:11,1lhere-th6Jramin material is wood or other'a 'roved-framin .material,-,Window and lass. g . pp- = 9 g Whole House Vent Caloulation.Dwelling A doorassemblies shall be anchored through.the frame, or by frame clip, or through:the flange. o o w CONSTRUCTION: SEMI-TIGHT" z J N� Anchors shall be embedded into the frame construction to adequately transfer load. 1st FloorAreaAr9a(SgFt) 1282SgFf- c w U) z Z JABLE-M1505.4 3(1) Uj 1st FloorArea'CeilingHeight 9ft , - 'a CONTINOUS WHOLE HOUSE-MECHANICAL VENTILATION o 0 - SY8TEMAIRFLOW;RATE.REQUIREMENTS 2nd1Flaor•AreaR�ea,(SgFt) _ 1240SgFt" ,m ¢ a o DEFAULT AIR CHANGE_ (MANUAL J TABLE 5A) DWELLING UNIT -NUMBER OF BEDROOMS 2ndfleorArea Ceiling Height 8 ft INFILTRATION, FLOOR AREA 0-1f_ 2.3 4-5 6-7 >7 3rd Floor-Area S Ft -0 SgFt CONSTRUCTION CONSTRUCTION (square feet), ° ( � ) �• W CFM FOR ONE = in v) J FLOOR AREA OF HEATED SPACE S Ft AIRFLOW IN CFM 3rd Floor Area Ceiling Height 0,ft ( q ) FIREPLACE 9 9 0 W 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More <1500 30 45 60 75 90 Total'Buildirig(SgFt)`' 2522 SgFt z I-. W TIGHT 0.27 020 0.18 0.15 0.13 0 1,501-3,000 45 60, 75 90 105 Building Volume(CuFt) 21458 CuFta c i = C/1 SEMI-TIGHT 0.53 0.39 0.34 0.28 0.25 13 3,100-4,500 60 75 90 105 120 Air ChangetHr Value 0.28 ACH :2 Cif Co W =) AVERAGE 0.79 0.58 0.50 0.41 0.37 20 4,501-6,000 75 90 105 120 135 NCOM O O SEMI-LOOSE 1.23 0.90 0.77 0.63 1 0.56 27 6,100-7,500 90 105 120 135 150 (ACH'Volume)/60 min=CFM 100.14 CFM m j O_j 0 LOOSE 1.67 1.22 1.04 0.85 0.75 33 >7,500 105 120 135 150 165 CFM Required per Table M1505.4.3(1) 60 CM a t j m w W rj o U LU � Cr� a �� O SOF NEINY �� o Q� .I ,PAUL O 0 O �o J o v Q u ct�OA/9 096191DATE DWG �FESS1 N /202x; 12114/20 _ _ I— J O CK 11 a- 0 0 LL. cl 'llw APPROVED w w DATE 10/21/21 w PFS CORPORATION FINISHED CEILING ALUM FASCIA Bloomsburg, PA DECK AND RAILING ON o LU o N 4 00 SITE BY OTHERS m ¢ C2 (n — M LU 04 OUTSIDE CORNER O o O M O N a �Htz FINISHED FLOOR _c o u) cp cp 0 0 FINISHED CEILING ¢r 0o go N ZOz �Zz M w ® LLI C7zU Z�'_ cn _ Oz O O OO Lu 2,2m 01 C) JLo-,- 0 m w a aw W N z z w_ �w �w 0 W w > > > o 8o SIDING INSTALLED ON SITE w w m Q w 0 ff FINISHED FLOOR AT 10 FT VO Lo cf) AVEAGE GRADE AT 7 5 FT " o;M U -F- INSTALSLA�TIONON RAILINGS BY OTHERS Z ¢c/) NO ROOF DRAIN INSTALLED AND GUTTER Q->- TO BE INSTALLED ONSITE BY OTHERSCQ w¢ LU 5 J I-- m� W co m = U) p� O J jLu Q UJ m.t— o v Fw— W c/) w Q Q� W of: NES,NY = ofto o PAUL SyO,p o ¢o � *� W n % o LU o LO J ((1 w VCO Z J cn r ZtP 2C? F- ch 09619 NPDATE I M_DWG-12I 4120_ __--_ W J ¢ 0 d Q - 0 LL c) LU APPROVED Lu Lu DATE 10/21/21 Ix FINISHED CEILING PFS CORPORATION Bloomsburg, PA o OUTSIDE CORNER w n# DECK AND RAILING ON Q M C - io SITE BY OTHERS O c U, wN MM 0 N O d FINISHED FLOOR 5MEE- � N 80 obi FINISHED CEILINer, DECK AND RAILING ON S BY OTHERS - O Q N - I _ = SIDING INSTALLED AND SUPPLIED BY OTHERS 2N []�W w D STORY.DECK AND RAILINGS N INSTALLED ON SITE Z` co z 42 0 Z- Zao O U U =0�� CA :Q: O 'fid w w �. z LU a a W.tn -a W W Cq Cn." im' Q a_o FINISHED FLOOR AT 10' LO uj AVERAGE GRADE AT 6 75 V r*-H Z ¢co STAIRS AND RAILINGS INSTALLATION ON SITE BY OTHERS Q -W-Cn�O - m () Om Z Z W mf Q Q W v cf) >� W � O W ��pFEby NY �CD a �P O�� PAUL S 0. D Q O oCD irk r yQ * w n _ �o w q J LU Uco co LU M 961 DATE DATE DWG J Q O w a- 0 O u_ w APPROVED w DATE 10/21/21 LU PFS CORPORATION Bloomsburg, PA Lu N Q = � 00 M 1/41 11/4' 0� 0 N m a FINISHED CEILING H 1 �C/3� o� O>o z� DECK AND RAILING ON R �cl- ©o SITE BY OTHERS Z'ZC Z: z z c%)im LU z, - , � - - _ in '� � •?,off .�off, ; 0'25 Lu fl FINISHED FLOORco _ _ M _ '-i to�• ;`� 1/4� • _ 7"w LI IX tri - DECK AND RHiuNGOKSITE BY0(HERS= M - - 'w a M, =a w) „ FINISHED CEILING uj LU W'F �<•` - U w -74 uj co V �H aw CQ &a SIDING INSTALLED ON SITELu r Hm z FINISHED FLOOR -}-� - - O co 0 F_DECK AND RAILING ON SITE BY OTHERS m J O W W i � LU WN w U co �S w LL oF NEWJ- �� -wwi PAU( s 0 10 Q � 4 y X00 O o0 �U J - U CO 2� �? H co � O,o 096t9� �� JDATE DWG R�FESSI NPAE26z`�# 12/14/20 .5 J > O 11 a O o Lu !II'' APPROVED N DATE 10/21/21 w PFS CORPORATION Bloomsburg, PA N 00 12 114 f —1114 "_' 5E M O o O FINISHED CEILING W LM d N t"' N t(1 }O �Y o QQO>0 ao - zOZ �-'eZz LU (7zU Zo1 0 FINISHED FLOOR 0 U U JO C:)W ww .R' C ¢ , FINISHED CEILIN9, _ � - � W w 0 w 1- - °' ;" DECK AND RAILING ON SITE BY OTHERS � d � W W V� cn CO - p :�v +Y � U L N Go 0 U a�0� Z ¢U — d} N SIDING INSTALLED AND SUPPLIED BY OTHERS W = Q FINISHED FLOOR } P in CO-co >- OM > Z JOw J Q W Ca W 0 U H us Gq Q OF NEW Y Pains 09 0 3:,T O �o w o Q 11 1! .r U 2� !2 w ci C? SOA 09619 ��2 DATE DWWG '90F NP 12/14/205 812021T 1 � 7 ELECTRICAL LOAD CALCULATION Other Loads Watts Or Circuit Wire General lighting Volt-Amps Ampacity Size Q Floor Area 2522 sq ft X2 5,044 W 15A 14-2 Small Appliances 150OW X4 6000 W 20 A 12-2 Range 11400 W 50A 8-3 Q Dishwasher 1200 W 15 A 14-2 > Washer 1500 W 20 A 12-2 O Dryer 5800 W 30 A 10-3 W General Load Total 30,944 W 0- General Calculated Load Q First 10 Kw Of Other Loads @-1001% 10000W O Remainder Of Other Loads @ 40"/o 8,378 W — — _ W Total Calculated Load 18,378 W Installed Panel Size 200 Amps —— —— Calculated Feeder Service Load 76 58 Amps Max Panel @ 801/. 160 Amps III I > ill i !I APPROVED W Lu DATE 10/21/21 l PFS CORPORATION III GF WPI GWP Bloomsburg, PA III III 4o c:ip o0 o v co ,D W o o SCh O NO III Ouch N DININGI�ROOM LIVING ROOM z Lo I I Lr- J I r Z I T— ——— —— —— SWITCH,WIRE,AND /'O .- N /SWITCH,WIRE AND u7 BOX FOR ON SITEII \ BOX FOR ON SITE i coCn W 4� WP CEILING FANLIGHT CEILING FANLIGHT i -r O Y GFI I \ / i ZD MW �>O- BATH BATH1 \ / zQz vrYi�z OQ— 4 \ / 7 rn Cn :o Z M 50CFM VENT 11 om \ Z Z Cn m O =gv TO EXTERIOR ' W W _ o aF OW � O O ON� 9 ��� �� // \\ �� TO M co U U Jt[)� 4 SWITCH,WIRE,AND / \ 60 L 00-- a w NCO Z z BOX FOR ON SITE W p 0 0 W U O CEILINGFAN/LIGHT —————_———_— — —_— _r W -- - - ----,-- -- W"w mC3 �o GF 0" DLR D_ [C tC Q 14 j a '®' o Z," - �/ T 2N FLR g C> / LO crj FOYER/MUDR M, / I WP o oo 30•GFI f— \ \ \ z C{ \ N / R L. L — _L R JQI2 M WKITCHEN > . 1 GFI 18&20 GFI/ I � -� - °111 B HOME OFFICE } } �O GFI 1 SWITCH,dRE,AND I J OO w nw// 3BOX FOR ON SITE ¢_ W m I {.L CEILING FAN/LIGHT LLJW L^l ��lJll GFI V O GFI QF NE( J C3 N 30'AFF GFI G I �1��0��( PAU/ sy0�� Q co FI G I o FI GFI O O cli [IF- WAmZM SOA 096191 ��. DATEI DWG R�FESS1 N12024- 112/14/20 6_ _ Q J Q 0 CL Q 0 LL M W Fey!� �✓ APPROVED W DECK ca DATE 10/21/21 � EXTERI RHOLE THRO GH ROOF PFS CORPORATION 75 CFM HOUSE FAN WP Bloomsburg, PA F II 4t 00 TI P w N N CD BEDROOM 1 o o M O N SWITCH,WIRE,AND\ / BATH 2 = ►M BOX FOR ON SITE 16 — — FW—r— CEILING FANLIGHT / 75 CFM WHOLE HOUSE FAN W w EXTERIOR THROUGH ROOF GFI :Z Z 9z /S - - - -- - 4' I� Imo— '0 ,Mc Z Z ,cAm " FI M M CDtEU Zv~ cn =5 M Zoe ootz so pO0 OOWN S / Y - - - - - - S \ TO ST $3 j w w UJ a W cn Z cLi� cwLi n W O � OU BEDROOM 3 / 8 I , o so � m ¢ a o — �� / aLL SWITCH,WIRE,AND 19 F R b �i BOX FOR ON SITE 14 2 ROOF CEILING / R P I LO U F P ) Z I � Ir U ~~ -r a / — z > U / LL rf—1i a M w Q w 15 I G -j 75 CFM WHOLE HOUSE FAN 13 S LAUNDRROOMY L�. Jni 5 C/-)_'o �O W EXTERIOR THROUGH ROOF TOISTFLRSID fl m = 0 M J BEDROOM 2 i i GF 21&23 J o W W IL I W m w � SWITCH,WIRE,AND I —_ I_ W W u) O BOX FOR ON SITE � CJ O CEILING FANLIGHT I Q _j of: NS�y. BE c`"o Z PAUL SyO,p o <- N � O wcli O C:> J o J N O 0,9619 DATE DGWG A9�FESS1 Np' / 021 12/14/20 ala - a Q U) J Q 0 crd d _ - Q 0 U- W III I APPROVED W LU DATE 10/21/21 w III I PFS CORPORATION Bloomsburg, PA III ---_ 23cfmtQN 23cfm �_ - - - - -- III 24 cfm Z cfm w N III _N � o � oco o w o III o u7 �ch O o ING ROOM NG ROOM ti a N n r - -- -- -- 2° 2° 2° I �_�– �I II I 2° 2° 2° 2" ��� Lo I 0Qo :a\228 cfm ,1 31cfm`' 2' ZQZ u�i9z27cfm 2" �'� z�Y 20x4 w .W com= ��U o ag 2 zZV ¢U� co 0 Q O8W W0 0 N 2' Fn w ix � ww ww �0- Elicn Z 20x4 876 Ch —_-- ---- - - � w w � � uio =- -----= - -- - > > mQ ao, 20 30 cfm4I t O 2 x4 1 cfm z FOYER/MUDROOM 2' 30cfm T — T � 2' Z �w a —ij 0x4 2" C.D ix L — 2 cfrtl c [H KI I CHEN W �= W 2° z° :71 HOME FICE } mo = . JO w O 2. 2" 2' W m H O o v ca >� LL A, Q co of OO pF IVE(N J 0 N LL s cfm za ch ,tQ21 ch � ��( PAUL s y0,p ¢o LL 71it CDw LU �o o Q II ��A9O 09619 NP�Q, DATE DWG 24n ---1 I I o o T if 1 l 4 r - i j N 03 m 0 771 lu L' o 0 I i — i ' • . o0 O w 00 m ------ 0 0 co O m o 0 o m 0 'O tIi f Qu I A i D v I i i :o 7VO� I o� a: O N 1 i I : i i 3 i j L as Tti0 �F orn ZOO N F� �O rRfAWNpl # REVISIONS DATE 1 REVISED PEf2 COMMENTS 04/30/21 0 0 rn 7 REVISED PER COMMENTS 5/17/21 ® o D MODULAR STEEL SYSTEMS, INC. BUILDER:LONG ISLAND MODULAR HOMES D m 11 EDWARDS DRIVE,BLOOMSBURG,PA 17815 ADDRESS:500 N. BROADWAY,SUITE 163 N O TEL.(570)520-4062 WWW.STEELMOOULARSYSTEMS.COM � 500 N. ROAD YORK 1 TE 1 O m uo SCALE z O PROJECT NAME:DAN DUBINSKY �PIROI3/16°=1'-0° SECOND FLOOR HEAT PLAN LOCATION. 2300 CAMP MINEOLA ROAD IDMATTITUCK,NEW YORK 11952202038 I RESERVED FOR APPROVAL STAMP ELECTRICAL NOTES 1 WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE BOTTOM OF THE BOX 2OO AMP SERVICE PANEL FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE) 2 KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE CIRCUIT BREAKER BREAKER WALL WILL EXCEED 2'-0",(4'-0"BETWEEN 2 RECEPS)AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE DESCRIPTION SIZE WIRE WIRE SIZE DESCRIPTION DIENTIF CL Q 3 RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE IDENTIF AMP VOLT SIZE SIZE AMP VOL RCUIT 4 AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH H 5 SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING BASEMENT 1 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE 2 U) J AND HABITABLE ATTICS 3 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE 4 6. SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY 5 WASHER -20A 110 12-2 14-2 15A 110 DISHWASHER 6 w d BUILDER,THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MANUFACTURER 7 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 8 7 SMOKE ALARM SHALL BE INSTALLED NOT LESS THAN 3 FT FROM A BATHROOM DOOR OR OPENING CONTAINING A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314 3 9 BATH 1 GFI 20A 110 12-2 14-2 15A: 110 GENERAL LIGHTING 10 w 8 CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE DETECTOR O 11 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 1211 COMBINATION SMOKE AND CO DETECTOR MAYBE USED � 9 ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN LENGTH,AND HAVING AN AREA GREATER THAN 60 SQ FT SHALL HAVE Lu 13 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 14 RECEPTACLES LOCATED IN EACH WALL SPACE 3FT OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND 15 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 BATH 2 GFI 16 APPROVED ED SIMILAR OPENINGS 10, CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB THE EQUIPMENT 17 MICRO WAVE 15A 110 14-2 8 3 40A 220 RANGE 18 DATE 1��21�21 ui ui SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING 11 STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED 19 BATH 3 GFI 20A 110 12-2 20 12. ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED PFS CORPORATION 21 14-2 15A 110 GENERAL LIGHTING 22 13. ALL CIRCUITS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR DRYER 30A 220 10-3 Bloomsburg, PA 14 ALL RECEPTACLES REQUIRED BY SECTION 210 52 SHALL BE TAMPER PROOF 23 SPARE 24 15 ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELEC PANEL ON SITE 25 SPARE SPARE 26 16. BALCONIES,DECKS OR PORCHES ACCESSIBLE FROM WITHIN THE DWELLING SHALL BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-6"ABOVE AREA SURFACE 27 SPARE -17. WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL-PURPOSE BRANCH CIRCUIT,THE GROUNDED CIRCUIT 29 SPARE SPARE d40 ¢ ti coo CONDUCTOR SHALL BE PROVIDED AT THE SWITCH LOCATION SPARE 0 0 W N 18 GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES(ONE PER CAR),INCLUDING ONES PROVIDED FOR DOOR OPENER 31 SPARE M� O o JUNCTION BOX TO BE PROVIDE AND BE WIRED ON SAME CIRCUIT AS,SMOKE DETECTOR FOR HEAT DETECTOR INSTALLED AND CENTERED ON 33 SPARE SPARE 0 u2 a N GARAGE CEILING SPARE H 19 MICROWAVE RECEPTACLE IS INSTALLED IN A CABINET ABOVE THE RANGE.WITH RIGID DUCT ABOVE AND TO BE VENTED THROUGH ROOF TO 35 SPARE SPARE EN EXTERIOR 20 NOT LESS THAN 90%OF LIGHTING FIXTURES MUST HAVE HIGH EFFICACY LAMPS 37 SPARE SPARE }'w o Y 21. RECESSED LIGHT FIXTURES MUST BE IC RATED 39 SPARE SPARE 22 WIRE BENDING SPACE WITHIN AN ENCLOSURE CONTAINING A PANELBOARD SHALL COMPLY WITH SECTIONS E3907.9.1 THROUGH E3907.9 3. - Z Q W w ; 23. AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE LARGEST ZONE. O Z Z z co 6 DWV NOTES 0 co a SUPPLY NOTES: ELECTRICAL LEGEND g z Z�c 1'. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED 1..ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. DUPLEX RECEPTACLE o 2 M O 6 w N ON SITE BY LICENSED PLUMBER: 2. ALL-POTABLE WATER LINES ARE PEX PLASTIC PIPE 2. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 220 V RECEPTACLE cn of w 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. w w =3. PITCH ON HORIZONTAL WASTE LINE IS 1/8"PER FOOT FOR 3"DIAMETER,PIPES AND LARGER. $ SINGLE POLE SWITCH W a a W z 4.WATER SUPPLY LINES ARE TESTED @.100 PSI.TEST GAUGE HAS INCREMENTS OF 1 PSI. � o o, 0 w g FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 1/4"PER FOOT. $3 THREE WAY SWITCH 5. ALL HOSE BIBS ARE-3/4"NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER, 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0"HORIZONTALLY $a FOUR WAY SWITCH S2 Ln J,o w a OR VERTICALLY. PLASTIC-DWV MUST PIPE UNDER D SHALL R SUPPORTED O E T INTERVALS. 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL CONFORM TO ANSI/NSF 61 W W m¢ T. NO PLUMBING IS DONE IN FACTORY BELOW 1st FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. ® 5"RECESSED CEILING LIGHT w 5. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 8, PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. 45°-WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16 TH BENDS. FAN LIGHT COMBO APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS 9• WATER HEATER TO FURNISHED INAD INSTALLED ON SITE BY OTHERS,INSTALLATION TO BE O U U) PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. QS AC/DC SMOKE DETECTOR U LU 3"OR LARGER PIPE. 10. 3/4"MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1"FOR 20 DFU'S AND OVER) WITH co CO DETECTOR 6, INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS. ACCESSIBLE TRAPS I 1/2"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. p JUNCTION BOX U W Z SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH0 THERMOSTAT Z Q cn C7 AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A_MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER MI TV JACK c/) z OF THE HIGHEST FIXTURE IN THAT BRANCH, SUPPLY TO ALL SHOWER AND SHOWERIBATHING FIXTURES El PHONE JACKW =J im 8. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: 1-1/2"PIPE=V-6"; 2"PIPE=5'-0"; 13. SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS AND CRAWL SPACES)SHALL BE INSULATED., ® PANEL BOX co 3"PIPE=6-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST DEPTH AND MAY NOT OCCUR IN MIDDLE CHIME INDOOR CHIME BUTTON >- M O J 9: PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE. L CEILING LIGHT °}° a C/) O w a- WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1/2"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. r SHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16. ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT GFI GROUND FAULT CIRCUIT INTERRUPTER Wm� Q 10. DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. O FLUORESCENT LIGHT o H >m U 17. ALL FIXTURES ARE TO BE WATER WATERWISE MAXIMUM FLOW RATE FOR LAVATORY FAUCETS IS 1.5 GPM 11. WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS WP 'WEATHER PROOF Of o A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. AT 60 PSI,SHOWERS HEAD TO BE 2 GPM AT 80 PSI,FOR SINK FAUCET TO BE 2.2 GPM AT 60 PSI WATER PRESSOR 12. WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. AND FOR TOILETS 1.28 GALLONS PER FLUSH. -Y EXTERIOR LIGHT QF NEIi(/ p c, W 18. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER ��' y co J ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM O RANGE HOOD PAUL S O� CD ¢o L LI 13. ALL MATERIALS LISTED IN TABLE P2608.4 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY p 3:"T INSPECTION AGENCY. (E.G BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. US'o USB RECEPTACLE � 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL_ 19. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. YY 'k �p * w c" o OF THE HIGHEST FIXTURE IN THAT BRANCH 20. A WATER HAMMER ARRESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALVES(WASHER AND ® FLOOR RECEPTACLE ai w - U 15. LAVATORIES AND WATER CLOSETS SHALL CONFORM TO-ANSI 2124.3,ASME A11219.1,ASME A112.19 2, DISHWASHER),SHALL COMPLY WITH ASSE/ANSI 1010,AND SHALL BE INSTALLED BY BUILDER ON SITE. m W ASME A112.19 3,ASME Al 12 19.4,ASME A112.19 9,CSA B45.1,CSA 845.2,CSA 645.3,OR CSA B45.4 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM 2 2 J W 16.EACH LENGTH OF PIPE,FITTING,TRAP,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM WATER TEMPERATURE OF 120 DEGREES F BY A WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO =C? � ch SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER VALVE �O 096191 Q, 22. THE DISCHARGE WATER TEMPERATURE FROM A BIDETFITING SHALL BE LIMITED TO A MAXIMUM 'O �. 1DA4 E DWG TEMPERATURE OF 110 DEGREES F BY WATER TEMP ERATURE�111�1TII\I.G NYISE-THAT CONFOBMSTO.A.SSE 1070 _-____ _______________ __ 90�E��► NPO��2 �.____ SIZE OF COMBINATION WASTE AND VENT PIPE _ COMMON VENT SIZES TYPE OF FIXTURE OR GROUP OF FIXTURES DRAINAGE FIXTURE UNITS D F U -PIPESIZEMAXIMUM DISCHARGE FROM MAXIMUM NUMBER OF FIXTURE UNITS(D F U) ( ) , UPPER FIXTURE DRAIN(DFU) PIPE SIZE �'ONNECTINGTOAHORIZONTAI CONNECTING TO A BUILDING FULL BATHROOM(W C.,TUB W/SHOWER,LAV) 5 RANCH OR STACK DRAIN OR BUILDING SHOWER STALL 2 11/2" 1 SUBDRAIN 2" 4 2" 3 4 WATER CLOSET 3 J LAVAT 21/2"TO 3" 6 21/2"3° 62 31 CLOTHOES WASHER STAND PIPE 2 a LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 2 LAUNDRY TUB 2 Ow CEILING —� ROOF W KITCHEN GROUP(SINK AND DISH WASHER) 3 i VTR KITCHEN SINK -2 ANT"CALD ANTI-SCALD ANTI-SCALD MIXING VALVE IXING VALVE MIXING VALVE _--_ ______ __ HALF BATH GROUP 4 - � r---r-- ----�----------- � 0 F APPROVED � LAV LAV LAV LAV wsH�� �1 1n•I 11rz I "Ta cE I I I FLOOR DRAIN w 67, 7, NFJ� I I 1 ' ""E 2•„'4, 1 DATE '10/21/21 LAV I LAV I SHOWERI I LAV I LAV 1$HOWER I SINK 1n• 11n• 1 n• '1/2' 11n• I I 1rz' I 1rz• ' — ' WASHER I—I TYPE OF FIXTURE OR GROUP OF FIXTURES WATER SUPPLY FIXTURE UNIT VALUE(WS F U) PFS CORPORATION 114"11/4' H: =TUB 11/' 1/4' 2• 1 4' L__L_____ __I__ __—�J I — I HOT COLD COMBINED CEILING —BRW3— — 7-----gA�ly --- — I I Bloomsburg, PA I 2 SECOND FULL BATHROOM(W C,TUB W/SHOWER,LAV) 15 3.6 1 1rz'I 3' 121 2• FLOOR SHOWER STALL 1 1 14 Y`SUPPLY LINES FOR ' I I SECOND FLOOR BATH 3 WATER CLOSET 3/4• I ————HOT BATH 2 LAUNDRY ROOM 2 2 2.2 COLD r__-____-__-T- �-, CEILING w LAV D W KSK SINK I x SHUT OFF VALVE I T_ I FUTURE VENT LAVATORY 05 05 0.7 a c�i i 0 m I RAOMMWE 11n'-� CAPPED AND CLOTHES WASHER STAND PIPE 1 1 14 o W N 9T WI LAV I VALVE I TAGGED cM O O I SK SINK I I LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 1.8 18 2 5 Oce ch w N 112• �n��n�_-� FIRST FLOOR I I = Lr) o- 1 I—_______—— �.-TO WATER HEATER D W , /2• TO WATER SUPPLY' 1/41' 2• INLET dam' LAUNDRY TUB 1 _ 1 1.4 BATH1 1 BASEMENT I FIRST KITCHEN SINK 1 1 1,4 �� L 0 lgf 1 1/2• 2' - 2• KITCHEN GROUP(SINK AND DISH WASHER) 19 1 2 5. � O oY + BATH 1 HALF BATH GROUP 05 2.5 = 2.6 O Q. - 0� SUPPLY.SCHEMATIC-NOT TO SCALE BASEMENT M� �o W ww z¢ 0 ' DWV SCHEMATIC=NOT TO SCALEco 0, z V~ 1/4 BEND LOXN I I z o o �.� o�a TURN - i I 1 2228 w' =, - ,LO-,2- N� TO 33"VENT I DOUBLE 1/4 BEND I 1 � a nw.a �� z -- - THRU ROOF I - 1/4 BEND WYE WITH LONG TURN 'L - LLI�• ►- LONG TURN TEE TEE TEE 1/4, BEN 1 1/8 BEND 'TEE WYE w ,w r TEE -- =- , --_ 2222 2222 --- -222222 -----_22 22-2222-- 2 222-2222-- -- --- 1 w w m¢ nom. 2" LAVATORY 1 WASHERSANITARY TEE 'n ui (FIXTURE BOX I I TYPICAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS INSTALLATION I KITCHEN SINK V F- ON ON VE)T 1 i 2" i i 1/2" - - z } U STACK ANITARY i i i �` 1/4 BEND (LONG a F_ "I I I TEE I i z Qx i i CONTINUOUS I --- --- -- - - - -- /8 BEND HORT SW m 1 1/4.l � -I- -I- ��. _I I WASTE --- - S EEP) - - - ---W- I I I M ao I I TAIL PIECE FOR M O =, WET VENT I I OVERFLOW DOUBLE WYE LONG TURN I I m = > OM U THRU ONE i i i AND WAST 1 1/2",P-TRAP i WITH 1/8 BEND TEE WYE i m o w CA D.F.U.ONLY 2"WITH DISH I a w m 2" i 2"P-TRAP i i WASHER TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTINGS o � w`n Z WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN m 1 1/2"P-TRA 1,1L WATER 2°STAND PIP i i i OR WH RLPOOL ) - COMPLIANCE WITH STATE CODES Q I TUB/SHOWER CLOSET co SHOWER i I OPTI N I 3"VENT PIPE TO •t�G OF NEW Y M C-4 -� EXTEND A MINIMUM OF P � PAUC O � a 0 d ~---J- 18"ABOVE FINISHED Gj� O� `sy �-� � 0 0 FINISH -- - - 2 222-2222-- L - ---= - --2222-- FLOOR I I °r � ROOF LINE * �.'r � * �L w� I 3" SANITARY TEE DISTANCE FROM BOTTOM OF o w q I SANITARY TEE ROOF TO BEGINNING OF v Q CLOSET FLANGE 2"1/4 BEND 1/4 BEND REDUCTION SHALL BE 12"MAX. m LU J co v LONG TURN LONG SWEEP 2"P-TRAP 2 w TEE WYE AND 1/4 BEND 1 1/2 P-TRAP LONG SWEEP MAIN VENT VENT BOOT OR FLASHING LP =C� 1- M FROM FIXTURES 01 VENT PEPS AND ROOF �R TIGHT SEAL ,o 0961977 ��c. DATE DWG TYPICAL INDIVIDUAL FIXTURE PLUMBING DETAILS _ _ -ReeF-PENETRATION- 2222 — - —R°�s�+ NPo �2 _MW2 S , C Q J 0 a' LL CL Q Q' _ 0 ill APPROVED w III I DATE 10/21/21 ui III I PFS CORPORATION Bloomsburg, PA Ill - co III N Ill ocn w III o �M 0 0 DINING ROOM, `LIVING ROOM MW r- Lo a N oQo ,a� -" ,- • ". „ BATH 1 a . ., , , �• 1 � ���'' '`t o Z.<Q UJ ., _ "N to � F.ROM,`2N0 L Y 1 CL a . J Q > O a a - a O - o w DECK APPROVEDLU DATE 10/21/21 PFS CORPORATION Bloomsburg,,PA 2"P TRAP II UiN N 4t BEDROOM 1 7 VENT o u, w --i °'o o mco O o BATH 2 AIR ADMITTANCE VALVE O w U') w 1 1/7 P TRAP Of FW- - � N OQ>_ 6w 3"DROP �g� g0o TO 1ST ��W y w� ZOz �Kz w w �mz C7ZU Zvi_ AIR ADMITTANCE VALVE z O O ZOO pm¢ 11/7PTRAP O_ U .0 OJ Lo wN�L - - - " 'I U7 P.TRAP . x o o p W v,o - w w � � wr BEDROOM 3: - > > > v 0. 0 - = BATH 3 I I wor w m ¢ a II ° ROOF = U` 1 117 P TRAP —2"P TRAP Lo UJ ' I 7 DRAIN �W Z U F_ J 7 P TRAP T01ST FL �r T1118 7 P TRAP U7 U� Ur 1 117 VENT 7 VENTIi will I 7 DRAIN W j Z at r� ROOM LJJ cry� m m _ >_ :E 0 I,1 co O� J BEDROOM 2 I 1 J JO w a wm � oUJ O J OF NEW J o FL PAUL S,y0,A C) ¢� � Z O C-4 co do * '7- w n - =o w o Lo � J - fn LLI Jco U n M dao 09619 DATE DWG NP8�2621-__ X2/14124 :-��- _ _— CL I— _ U3 J a O CL 2ND FLOOR FLOOR DETAIL"H" 12'PLYWOOD SHEATHING 12 EPOM MULE HYDE ROOFING INSINSULATION ALLED IN FACTORYZD 1/4F-- INSTALLED IN FACTORY w 7/16"RATED SHEATHING STRIP O 10 SPF#2 RIM JOIST ATTACH WITH 8d NAILSAT 4.0/C" 7/16 OSB RATED SHEATHING 0 WITH(2)ROWS OF 8d NAILS 3°0/C w 2-2x6 STUD GRADE > TOP PLATE 2 BEARING 112"GYPSUM BOARD 0135x31/2"NAIL 12°OIC RE BEARING STRI DOUBLE TOP PLATE APPROVED w TOE NAIL TO TOP PLATE WITH 7/16"OSB RATED SHEATHING R-30 INSULATION WITH 2X4 STUD GRADE 21/2"x1/2"BEARINGS RIP � 131 x 3'NAIL @ 12'0/C- VAPOR BARRIER w LO IST FLOOR CEILING R-21 INSULATION DATE 10/21/21 W/VAPOR BARRIER 2x6 SPF STUD GRADE AT 16"OIC STUD@1fi OCE PFS CORPORATION 2ND FLOOR TO IST FLOOR PERIMETER 1/2" GYPSUM BD 1/2'GYPSUMBOAR Bloomsburg, PA CONNECTION DETAIL'G' 2x6 SPF STUD GRADE L23137 OORPLYWOOD SIMPSON LSTA15 AT 48°OIC" BOTTOM PLATE FLOOR SHEATHING 91/2"1'JOIST RFPI 30�a 16"OIC OR 2x 10 SPF#2 JOIST @16 O/C OLYISO INSUL BIRD(3"@17.4 R VALUE) EQUAL TO'I'JOIST RFPI MAY BE SUBSTITUTED 114'SHIM ON RIM JOIST IN AREAS w =1 RATED SHEATHING 71/2"x 7116" ATTACH TO RIM JOIST AND PLATE DETAIL"G" WHERE 2X10 IS USED FT) Q c�i ^ 0 M 0 WITH 2 ROWS TOF ALL NAILS � 2� O N 2"OIC SITE INSTALLED•' a 7/1VOSB RATED SHEATHING 2x6 SPF#2 CEILING JOISTS @ 16"O/C 1/2"GYPSUM BOARD MULE-HIDE MEMBRAN MULE-HIDE ACRYLIC WATER H XDOUBLE STUTOP GRADE(S) BASED BONDING ADHESIVE N EXTERIOR FINISH(SEE 2x6 SPF STUD GRADE AT 16"O/C =U)Y o _ _ _ _ BUTYL SEAL TAPE }1 Q.- EXTERIOR ELEVATION) MULE-HIDE MODULAR TERM BAR O Y WITH VINYL COVER STRIP O Q} IX of R-21 INSULATION W/VAPOR BARRIER 2X4 STUD GRADE SCREWS INSTALLED6'0 C CIO? g INFILTRATION BARRIER 15'-9" STUD @ 16"O.0 16-9" �' SEALANT(BEHIND MEMBRANE) Z Q VWIDE BUTYL TAPE OR Z �z w TO COMPLY WITH ASTM D226 Q O CO�z 1/2 GYP.BD 1/2"GYPSUM BOARD APPROVED DRAFTSTOPPING APRON FLASHING 1- F- J W O m a Y 11/4"x 17 X 20 ga STEEL STRAP MATERIAL"' 23/32"PLYWOOD FASCIA BOARD w w [n= o a� ATTACHED WITH 4-8d NAILS AT 48'01c*- 2x6 SPF STUD GRADE FLOOR SHEATHING 2 U Z z o I_ BOTTOM PLATE 1/2" BOLT-WITH NUT cn M - ATTACH 71/2"x 7/•16"EXT RATED BRIDGING 2x10 SPF#2 JOIST@ 16•ofc EPDM MEMBRANE TERMINATION z o o Z o o a SHEATHING WITH.131 x 3"NAIL AT 6" DETAIL"B" AND WASHER 48"O/C O v v O o w ca RM DETAIL"H" J Ln OC FLOOR BAND AND SILL PLATE"' > w w SILL PLATE&BELOW IN-FIE LD BY 8 PT.SILL PLATE W/SEALER M7 al 5 � o p 0 W p OTHERS AND PER DESIGN BY R-A FLOOR INSULATION PER ENERGY CONCRETE PARGING COVER OR RE -4-2x10 SPF#2 FLOOR GIRDER BOLTED RES CHECK REPORT,BY BUILDER"" WITH BITUMINOUS COATING J p a a -WITH 1/2"BOLT 48"O/COR WITH > > _ o TOENAIL 131x3"NAILS 12"0/C 3!8"LAG SCREWS 32"OIC(ONSITE)' 4"x8112"STEEL PLATE FOR wy ww 00 Q a FLOOR PERIMETER TO SILL PLATE"' FULL BEARING OF BEAMS GRADE 518"DIA.ANCHOR BOLT IMBEDDED IN CONCRETE MIN-7' 7 STEEL COLUMN IN MASONRY) 1/� YEUSDALTENATOR VgOS'SAG PLAN CHECK BUILDING RALTERNATIVE FOUNDATION WALL BY BUILDER PLANS oo ENGINEERED FOR UP THICKNESS U r--H CONCRETE PARGING COVER 2"MAX DIA-GRAVEL,4" Z WITH BITUMINOUS COATING THICK COMPACTED ON _ � PERFORATED DRAIN TILE 6 MIL VAPOR BARRIER CQ FOOTINGS TO BEAR-0O •4"GRAVEL BED v O ~ Fw' m=) UNDISTURBED SOIL } 0 U ' 1 FLOOR JOISTS SIZES 8 SPANS BASED ON TABLE R502.31(18 2) m n- � O J U 2 WALL STUD SIZES 8 SPACING BASED ON TABLE R602 3(5) Q w m H Z 1ST FL FLOORLLI ILo LLI cn O cl) �� U 47 112"x7116"RATED ct D w SHEATHING STRIP ATTACHQF NE JCIO 1 CA WITH 8d NAILSAT4"OIC"' �Q� cli PAU( 4y 3: Q <o TOE NAIL TO SILL PLATE WITH O ct- *C2 yG w� 131x3"NAIL@12'0/C"` `O * �o w o DETAIL'S' v Q C-:) cr N =� F- M X6,0 096191 �� DATE DWG 61 �P 012021 12/14/20 OL F- F— U) J O IL CL O U- 0 Lu APPROVED co co Lu DATE 10/21/21 PFS CORPORATION - 2XIO SPF#2 RAFTER AT 16'01C rIGDTASUEANONMTORY-2 0 Bloomsburg, PA EPDM MULE HYDE ROOFING 12'PLYWOOD SHEATHING INSTALLED IN FACTORY _ 2x10 SPF#2 RIM JOIST 7/16"OSB RATED SHEATHING Emma TH(2)ROWS OF 8d NAILS 3"O/C w c, �, 2-2x6 STUD GRADE TOP PLATE 112"GYPSUM BOARD 0 0� "' �M O o C3 00 0135x31/2"NAIL 12"0/C R-30 INSULATION WITH Uj o VAPOR BARRIER O�ch (If N 2112"x1/2"BEARING'STRIP =W ti a- of o ?�� Qrn O,QO 23132"PLYWOOD g 1/2''I'JOIST RFPI 30 16'O/COR �'� p Oy FLOOR,SHEATHING 2x10 SPF#2 JOIST @ 16 O/C 2x10 SPF#2 RAFTER AT 16.O/C` O W LLI EQUAL TO'I"JOIST RF PI MAYBE SUBSTITUT GiD INSULATION M9N R•2o z Q Z cn z z - - _ _ -METAL STANDING SEAM ROOF COVERING - ,INSTALLED IN FACTORY_- -CA Cn •�'Ocr- - - Z - 2x10 SPF#2 RIM JOIST 12 PLYWOOD SHEATHING m O _�? 7116'OSB RATED SHEATHING 7/16".OSB'RATED SHEATHING ('Z U Z o~ _ WITH(2)ROWS OF 8d NAILS 3"_O/C z O O O o t�Ll N 1 1!4"X12"14GA STEE 2x6 SPF#2 CEILING JOISTS @ 16"OIC R-301NSULATION WITH O U U J iu STRAP AT EACH JOIST OLYISO INSUL BRD(3"@17.4 R VALUE) 1 1/4'X12"14GA STEEL 0135x31/2°NAIL 12"0/C VAPOR BARRIER 112"GYPSUM BOARD ,� 'n Q LU w uj STRAP AT EACH JOIST 2-2xfi STUD,GRADE TOP PLATE > z '7/16"OSB RATED SHEATHING a°21/2"x1/2"BEARING STRIP'. w w to - •M Lu w 7/16"OSB RATED SHEATHING ' C7o EXTERIOR FINISH(SEEEXTERIOR FINISH(SEE w w m ¢' a `EXTERIOR ELEVATION) EXTERIOR ELEVATION) 2x6 SPF STUD GRADE AT 16"0/C R-21 INSULATION' R-21 INSULATION 2x6 SPF STUD GRADE AT 16"0/C,,' INFILTRATION BARRIER INFILTRATIONBARRIER O TO-COMPLY WITH ASTM D226 1/2"GYP•BD TO COMPLY WITH ASTM D226 112"GYP.BD ' 11/4"x 12"X 20 ga STEEL STRAP Ln C/3 2x6 SPF STUD GRADE 23132"PLYWOOD 1 1/4"x 12'X 20 ga STEEL STRAP ATTACHED WITH 4-8d NAILS AT 48 0/C"' BOTTOM PLATE FLOOR SHEATHING ATTACHED WITH 4 8d NAILS AT 48'0/C"` gb4OMSTUD P�E PLAT FLOOR PLYWOOD HEA H D j W "ATTACH 71/2"x 3/4"EXT RATED DETAIL"B" 2x10 SPF#2 JOIST 16"O/C 'ATTACH 71/2'x 3/4"EXT.RATED Z 11 m SHEATHING WITH 131 x X NAIL AT 6" @ DETAIL"B" 2x10 SPF#2 JOIST @ 16"0/C _ }• I 0 C.FLOOR BAND AND SILL PLATE"" SHEATHING WITH.131 x L NAIL E 6" O.0 FLOOR BAND AND SILL PLATE`" c f N SILL in PLATE&BELOW IN FIM 0 ELD BY 2x8 P T SILL PLATE w/SEALER SILL PLATE&BELOW IN FIELD BY U OTHERS AND PER DESIGN BY RA DE 2x8 P.T.SILL PLATE w/SEALER Q Z OTHERS AND PER DESIGN BY R.A OR P.E FLOOR INSULATION PER ENERGY OR P.E. FLOOR INSULATION PER ENERGYTOENAIL 1310"NAILS 12"011C RES-CHECK-REPORT,-BY-BUILDER"' -RES-CHECK-REPORT,-BY-BUILDER— CA C3-- Q FLOOR PERIMETER TO SILL PLATE"' TOE NAIL.131x3"NAILS 12 0/C } O M Q FLOOR PERIMETER TO SILL PLATE"` m = Cn O ° J JOW Z 518'DIA ANCHOR BOLT IMBEDDED .- 5/8"DIA ANCHOR BOLT IMBEDDED W m H O IN CONCRETE MIN 7 g,'IN MASONRY) IN CONCRETE MIN 7r IN MASONRY) p *SIMPSON MAB ANCHOR STRAP LLP F— *SIMPSON MA8ANCHOR STRAP _ W N MAY BE USED AS ALTERNATIVE '` MAY BE USED AS ALTERNATIVE '` j >>S U CHECK LOCAL BUILDING REQUIREMENTS CHECK LOCAL BUILDING REQUIREMENTS c' Q CONCRETE PARGING COVER ° 2"MAX DIA GRAVEL,4° CONCRETE PARGING COVER ° 2"MAX.DIA GRAVEL,4' WITH BITUMINOUS COATING THICK COMPACTED ON WITH BITUMINOUS COATING THICK COMPACTED ON PERFORATED DRAIN TI LE 6 MI L VAPOR BARRI ER �F NEW J MN . 'q- O PERFORATED DRAINTILE� °. 6MILVAPORBARRIER O �Q� PAU( syO,A O o 4°GRAVEL BED CO tiG L�- [�DATE FOOTINGS TO BEAR ON 4'GRAVEL BED yt h UNDISTURBED SOIL FOOTINGS TO BEAR ON UNDISTURBEDSOIL LL, o ` LU11 Z" Z c _�SECTION B-B SECTION A-A Fa 09619� �SS1 N1.4/20 re7a ---- FLOOR FRAMING EXTERIOR WALLS (SIDE AND END WALLS) STUD TO NAIL 135"X31/2" 3 AT END 2X4 OR 2X6 STUD a FASTENER TYPE OF SIZE OF NUMBER OF BOTTOM PLATE ROOF FRAMING LOCATION FASTENER FASTENER FASTENERS STUD TO TOP PLATE NAIL 135"X31/2" 3 AT END 2X4 OR 2X6 STUD JOIST TO NAIL 135"X3-112" 4 NAILS END NAIL TOP PLATE TO 12"0/C 2X4 OR 2X6 PLATE FASTENER TYPE OF SIZE OF NUMBER OF -� GIRDER TOP PLATE NAIL 2-135"X31/2" FACE NAIL LOCATION FASTENER FASTENER FASTENERS o JOIST HANGER LUS28 8d HANGER 6 NAILS PER DOUBLE TOP PLATE NAIL 135"X31/2" 12 NAILS ON EACH SIDE OF END 0 TO GIRDER HANGER NAIL'" HANGER SPLICE JOINT(MIN 24"LAP SPLICE), TRUSS TO JOIST HANGER LUS28 8d HANGER 2 NAILS PER TOP PLATE LAP EXTERIOR WALL NAIL .135"X31/2" 3 TOE NAILED Q TO JOIST HANGER NAIL" HANGER AT CORNERS AND NAIL .135"X31/2" 5 FACE NAIL INTERSECTIONS TRUSS TO 1 NAIL PER NOM 2" OF JOIST HANGER LUS28 8d HANGER 6 NAILS PER NAIL 135X31/2" O TO HEADER HANGER NAIL"' HANGER HEADER TO NAIL 3 AT EACH END(2X6AR 2X8) CEILING BEAM CHORD HEIGHT(MINIMUM 3) "LEDGER STUD .135"X31/2" 4 AT EACH END 2X10 w TO GIRDER NAIL 135X3112" 4 PER JOIST HEADER TO RIDGE PLATE 1 NAIL PER NOM 2" OF > 12"O/C ALONG EDGE NAIL 135"X31/2" Ix NAIL 135"X31/2" TRUSS CHORD CHORD HEIGHT(MINIMUM 3) uu HEADER + 1/2" '� APPROVED 24"O/C AT TOP AND BOTTOM cn BUILT UP GIRDER, NAIL 135"X31/2" STAGGERED 3 NAILS AT END BOTTOM PLATE TOFLIP RAFTER NAIL 135" 1 NAIL PER NOM.2" OF Lu AND AT EACH SPLICE FLOOR NAIL .135"X31/2" 3 AT 16"O/C 2X4 OR 2X6 PLATE TO 2X PLATES X31/2" CHORD'HEIGHT(MINIMUM 3) DATE 10/21/21 HEADER NAIL .135"X31/2" 1 NAIL PER NOM 2" OFBUILT UP HEADER NAIL 135"X31/2" 12"O/C ALONG EDGE KNEEWALL PFS CORPORATION TO JOIST CHORD HEIGHT,,MINIMUM 4 STUD TO NAIL .135"X31/2" 3 PER STUD WALL TO WALL BOTTOM PLATE Bloomsburg, PA 19/32"OR 23/32" ADHESIVE PLUS NAIL 135"X3112" 12"OIC FACE NAIL SUBFLOOR RING SHANK •135"X21/2" 6"ON EDGE,12"IN FIELD AT INTERSECTION TO JOIST NAIL + 1/2" AND CORNERS CELS BEAM FS TO ASTENER OF SIZE OF NUMBER OF FASTENER FASTENERS ADHESIVE PLUS 135"X31/2" 2 ROWS 11/2"FROM EDGE DOUBLE OR 24"O/C AT TOP AND BOTTOM STUD TO STUD 21/2"BETWEEN ADJECENT w �' NAIL JOIST HANGER LUS28 8d HANGER 6 NAILS PER i- o co NAIL 135"X31/2" a =, � —o TRIPLE JOIST STAGGERED 2 NAILS AT END NAILS,STAGGERED AT 5" TO CEILING BEAM HANGER NAIL'* HANGER o v U, w' JOISTT,O 1 NAIL PER NOM.2" OF o u� m co O N NAIL 135"X31/2" INTERIOR NON LOAD BEAREING PARTITION WALLS TJOIST HANGER LUS2�O TRUSS CHORD HANGER sdNAINGER 6 HAILS PER o ma^ PERIMETER CHORD HEIGHT,MINIMUM 4 ""'4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 FASTENER TYPE OF SIZE OF NUMBER OF JOIST HANGER LUS28 8d HANGER LOCATION FASTENER FASTENER FASTENERS 6 NAILS PER s— CEILINGFRAMING TO CEILING BEAM HANGER NAIL'" HANGER U)� a� STUD TO 3 AT END 2X4 OR 2X6 STUD �O p Y FASTENER TYPE OF SIZE OF NUMBER OF SOLE PLATE NAIL 135"X31/2" JOIST HANGER LUS28 8d HANGER 6 NAILS PER p Q>- STUD TO TO JOIST - LOCATION FASTENER -FASTENER FASTENERS HANGER NAIL"" HANGER m?, S� 3 AT END 2 1 NAIL PER NOM 2" X4 OR 2X6 STUD �Q0 JOIST TO JOIST NAIL .135"X31/2" TOP PLATE NAIL 135"X31/2" `*4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 Z¢O Z z OF JOIST HEIGHT JOIST TO • 1 NAIL PER NOM 2" HEADER TO 3 AT END 2X4 OR 2X6 STUD- z z c CIO C0 j m 0 �C NAIL .135"X31!2" STUD NAIL 135"X3.1/2" ROOF FINISH w w PERIMETER OF JOIST HEIGHT WALL TO FASTENER TYPE OF SIZE OF NUMBER OF cn � CD Z U a opt HEADER NAIL 135"X31/2" 1 NAIL PER NOM.2" NAIL 135"X3112" z O O z o TO JOIST OF JOIST HEIGHT FLOOR 3 AT 16"OIC 2X4 OR 2X6 PLATE LOCATION FASTENER FASTENER FASTENERS O O O io DOUBLE OR 2 AT 8"0/C EACH SIDE '1/2" 7/16"OR 15/32" > w w ' 05 Z .. TRIPLE JOIST NAIL .135"X3112" WALL TO OSB OR PLYWD 6"OIC ON EDGES w a a w cn z-- NAIL 135"X3112" 5 DIRECT WALL NAIL .135"X31/2" SHEATHING NAIL 21/2"X0131" _6"O/C INTERMEDIATE w w Q W v 2 PERIMETER TO STUD 12"OIC FACE NAIL � c/) J o o SIMPSON SCREW SDS 1/4"X3" 2 DIRECT 5/8"PLYWOOD > > = o o WALL TO OSB PL WOODPLYWD NAIL 21/2"X0.131" 6"O/C ON EDGES w Lu m < a ROOF CEILING FRAMING CEILING NAIL .135"X31/2" 6"O/C TOE NAIL SHEATHING 6 O/C INTERMEDIATE JOISTTO PERIMETER NAIL .135"X3112" 4 NAILS END NAIL INTERIOR FINISH SHINGLE TO SHTG ROOFING 120X21/2" 6 PER SHINGLE OU 1 NAIL PER NOM 2" OF FASTENER TYPE OF SIZE OF NUMBER OF FASTENERS NAIL Lo ui JOIST TO JOIST NAIL 135"X31!2" CHORD HEIGHT,MINIMUM LOCATION FASTENER FASTENER STUD SPACING EXTERIOR FINISH v r-LU � HEADER TO JOIST NAIL 135"X31/2" 1 NAIL PER NOM 2" OF 16"0/C 24"0/C Z Q cn ZD FASTENER TYPE OF SIZE OF NUMBER OF m>- CHORD HEIGHT,MINIMUM 4 DRYWALL TO ADHESIVE PLUS + + LOCATION FASTENER FASTENER FASTENERS U) � STUD #6X1-518" 24" 1/2" 24" 112" LEDGER NAIL 135"X31/2" 4 PER JOIST SCREW 13/4"X16 GA 3"0/C ON EDGES _ 6"0/C INTERMEDIATE LL U TO GIRDER #6X1 5/8" OSB OR PLY3WD STAPLE 4"OIC ONEDGES ^ ~-m_o_ DOUBLE OR DRYWALL TO SCREW 12" + 1!2" 12" + 112" 13/4"X15 GA Cn � NAIL 135"X31/2" 24°O/C AT TOP AND BOTTOM CEILING SHEATHING p 8"0/C INTERMEDIATE } U) O Z_ TRIPLE JOIST STAGGERED 2 NAILS AT END 518"OSB OR 2"X 15 AND16 GA 4"O/C ON EDGES °O az RAFTER PLYWDSHEATHING STAPLE 8"O/C INTERMEDIATE J I w Z TO JOIST NAIL 135"X31/2" 4 AT EACH JOIST 7/16"OR 15/32" �' W m H BUILT UP LVL BEAM-ATTACHE TO EACH OTHER WITH.135"X31/2"NAILS 6"O/C ON EDGES o O I-- LLI 24"0/C AT TOP AND BOTTOM OSB OR PLYWD NAIL Sd,0131"X21/2" > � NAIL .135"X31/2" 6"O/C,TWO ROWS STAGGERED,2"FROM EDGE PER LVL MANUFACTURER SHEATHING 12"OIC INTERMEDIATE � � Q BUILT UP GIRDER STAGGERED.3 NAILS AT END ( ) � LL ANDAT EACH SPLICE 6"0/CON EDGES OF NE < w MMHC HINGE 5 NA LIS PER JOIST NOTE. PLYWDSHEATHING 10d,0148"X3" 12"0/C INTERMEDIATE Q'� ,� PAv�h%y0 o a o NAIL 148X11!2SIMPSON " NAIL �G PERIMETERTO NAIL 135"X31/2" 6"0/C TOE NAIL 1.FASTENING SCHEDULE IS DERIVED REFERENCING CODE VINYL SIDING INSTALLED ON SITE(LOCAL JURISDICTION) ��.r�� `r'sG�''/` 0p N WALL PLATE PRESCRIPTIVE REQUIREMENTS,TABLE R602 3(1),R602.3(2) * '� �� * w"' - JOIST HANGER LUS28 8d HANGER 6 NAILS PER AND WFCMAND NDS 2018 r- w �_ TO GIRDER HANGER NAIL" HANGER 3.ALL NAILS USED ARE BOXED TYPE UNLESS NOTED DIFFERENT m Lu v Z 2 w co `o � �C9 H ch �O 096191 �� UIDATE� DWG NP 2o2t14 S,C.T.M, N0. DISTRICT: 1000 SECTION: 121 BLOCK: 9 LOT(S): i _KRAUS F031z: iN_" -----�ROAD �1 a - N a/ 1 N ' W p PROPOSED 1 Cc CONVENTIONAL rn 4 BEDROOM SEPTIC SYSTEM G o DWELLINGS 1250 GAL. S.T. 10' DIA. o 0 0 W/PUBLIC WATER (4) 3' DEEP GALLEYS 1vd V m 150' TIMBER TIES +CL 6A ly \ LAN �/F SE�NLEYRRIMO C MON. LL. O tn VANCE COMERFORD Tw 8.0 \ 1 96 1 EXP EXP 46 W� DWELLINGS 5, 0:I� W/PUBLIC WATER LANDWARD EDGE OF I ) � \ O EL(8.0) C6 ` 150' TIDAL WEII (0 AND VEGETATION AS ( y EL .5) L s DELINEATED BY SUFFOLK ( j E �' 316, ENVIRONMENTAL CONSULTING,INC ( e26"0 , OQOSED M18 G LG 01 CONCRETE WASH OUT AREA JULY 31,2419 / N 75 I R Y LG / IMON •- t Fj J 0 , O UWEORD o 1111-4 IN BED Of PROPOSED DRIVEWAY �ELLPR yj T I. uo) FFL(To S.T. T / aNEL(8.5) a CJ sib r^m TTO t PROPOSED �OU 7�ap 6 S,�eQ� 1 CONSTRUCTION ENTRANCF �,V / �•n 1 O 3' ROOFa AND STAGING AREA COVERED ENTRY a aT sµ13°4' 15.0 EL .5 SR fiE Y HT1 10 108 144' ,. N --� ASH '?ROPos % � `� T tt C / --•"'.' ' LL o EL(6,5j El pa enacorRY �o £aWArclp LrNe WM $ 1 AHW AT R(irkH� o - �\ rr r j•: 6'x 15' W 4� ,i• W M �/ t BULKHEAD � r -� l\.1 •03 �"� r ��•� z' POOL ? a"+ + ......:• SPIKE CL1s 7 ,q��• GAN:•• U,U P., P�ENC LIRodE NEI r •. ,,,,., F UTILITY / PROPOSED SOu q'''D BOX 5IOCK PM AREA 10 ,A 2 20 83+ �YF/e - / 0' ,, J CL 49 I/ /rr v ti rr BEL G BLK CURB J , DWELLINGS GUY ASPHALT ROADWAY W/PUBLIC WATER / V CL 4.4 (� 150' { / h 2r UD" YI u P fl lJ ' F, C�• TYPICAL DRYWELL CROSS SECTION 5, 7 O 'All N. WAY) (CONC PRECAST COMPONENTS) SPIKE JdPJRIVArF RIGHT OE / % 1 (h0 LANDOF/ INE INC e•SE�AD MRR TRAFFIC NON-TRAFFIC ""D _,`yam^5 01AVY burl TYPI. -S T $TRONGS p�pR APPevE`I O T PIPE WT COVER 110 FRAME GRADE AND AD ExPANSOUTLET RPE/ / 1 �� ^T(•,RF N`cc TIbN PRCNEO 1/8•/I• _ MN A•Du / � /// - PNCHED I/8%I• / LAND N t cccTExnLE rADRc O Q *ODD OR MFTAk, JUDITH KREH rEar aREcnON----.___ _ F Q LOT COVERAGE ExCAYATEO AND 1 UPLAND L01 AREA: 17,526.89 S.F DACKTIUED TRENCH DWELLING W/COVERED PORCH & STOOPS. 1417 S.F. ENISDNG GROUND RAISED STONE PATIOS- 1333 S F - - - - - SWIMMING POOL, 450 S.F. ;i1- _ TOTAL- 3200 S F. or 18,25% I I(1Ill�I=11 (mljfm:i I�17 jI�I�II1TlY�lllr(�( 2 wMIMW 3' MIN. .r _ 8 COLLAR FFL(10 0) C,! LOCKING BACK • �— FILL MATERIAL TO BE COVER TO CRAVECLEAN SAND AND CRAVE (9 7`) (B•5) FINISGRADE 50•MIN-7 LIT ICIENT O K P ;MIN-2MWx --'"" 2 x a SEDIMENT ON SITE 6 COVER 1/8---•FT' 2OUN, -N HAY BAIL AND/OR 6 SIU• FENCING ELEV 5 0 INVERT-/ ((l N 6'SLAB (7.0), z (7 5) INVERT I I INVERT � INVERT " M. OL DR BROWN 0 8' (7,25) II JI w ANDY LOAM — (b 75) (6.67) > \ \q FOUNDATION FLOW ' '3'COLLAR 2 \��` \�� 1 WALL BAFFLE MI GALLEY CLEAN SIi1 LOAMY SAND 0 8' ¢ �y Oy BROWN 'COARSE �� ¢ - - � 2'-8 ,3 SAND-& o �° /�� s 0 _ (3 75) -___�_., _ - 3'MIN GRAVEL u_ �\� f�G N BROWN 0 Q SP MEDIUM 2.0' USE 4" DIA. APPROVED SEWER PIPE SAND — o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SW BROWN 1250 GAL. PRECAST S.T. (4.0) w 3/4" STONE BLEND OR NY STATE DOT APPROVED R C A MEDIUM SEPTIC TANK� DEPTH -n _ - FILL TO 18" Mo.) ABOVE EXISTING GRAOF FOR DRAINAGE 3' EI'F, DEPTH r.T � ( SAND DRAINAGE CALCULATIONS L - . :2. 1 EL(1.0) WATER EL 0.T W/GRAVEL 1.3 GROUND WATER' ATER EL 0.1 HIGHEST EXPECTED 1 0 ROPOSED DWELLING W/COVERED PORCH, 1,417 SO.FT. (HIGHEST EXPECTED GROUND WATER FL I D). ` TMD 1,417 x 0.166 235c1 REQUIRED SW W/GRAVEL B) DRIVEWAY=915 SOFT TYPICAL CLEAN OUT IN WATER 6 915 x 0.166= 152cl REQUIRED ZONED R-40 TABLE OR STOPPER END NON-CONFORMING LOT 6LL OR PLUC TOTAL: 387 CF REO. SUITABLE COVER \ )iO'D1A x 4' DEEP DRYWELL=547cf PROVIDED FRONT SETBACK: 35'MIN. OVERSIZED FOR POOL WASTE WATER SIDE SETBACK: 10'MIN (25' TOTAL) 09-28-20 30' ELBOW FLOOD MAP/j3&103C0482H REAR SETBACK: 35'MIN. K, WOYCHUK LS TUGc'T'HER WITH RIGHT OF WAYS ' AND USE IN COMMON OF DESCRIBED PARCEL IAND BASIN ADJACENT THERETO. 60• WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS IAS DESCRIBED 1N LIBER 6194 PG. &8 FLOW-- ' ,RFVISED 04-01-21 AND OR DATA OBTAINED FROM OTHERS. +AREA: 17,526.89 S0.FT, or 0,40 ACRES REVISED 03-02-21 ELEVATION DATUM• ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVF_Y i MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNELS OF THE LENDING INSTITUTION,. GUARANTEES ARE NOT TRANSFERABLE. I THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TD THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS�PHYSICALL Y EVIDENT ON THE PREMISES AT THE TIME OF SURVF_Y ,SURVEY OF DESCRIBED PROPERTY CERTIFIED T0: NIKKI V. DUBINSKY; AP OF: FIRST AMERICAN TITLE INSURANCE COMPANY; -_ IL.CD: ITUATED AT. MATTITUCK -OWN OF SOUTHOLD --- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design I I * P.O. Box 153 Aquebogue, New York 11931 ILC # 17-66 SCALE, ) "=30' DArE. JUNE 5, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. -LISC. NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITIONAW n n d O a 0 � a, PROPOSED ACCESSORY STRUCTURE „I F� a I a, ro v Z_ O UJ W CV (I J Tq PROPOSED 2ND STORY _L ) �� I \:1�jmj f , I j r1 i. � �, \\- _ , Q W }. Ix m Z \ O m J = Z , v H Lo Y � �RO�I EST S�OFE : FACE KED : 0 o 0 : O O \,\ � a m = S 0-001 .00 PROJECT LOCATION & SCOPE It m � - FF,0FOSED 2ND FLOOR DECK AT REAR OF DWELL I NC SITE PLAN & ZONING DATA � p=' C - �ROi�OSFD ROOF DF-GK z \ � Q W IN :�FI _ v K J � � 0-002 .00 GENERAL NOTES > It O ,�, �_� � ENERGY TABLE Z 0) m �, \ ,- -_-_ - -� STRUCTURAL DESIGN CHARTS Y `i o 0. BULKHEAD -------- FRO,IE�T DATA : Q Z `z` A- I Q ,QQ PROPOSED FIRST FLOOR PLAN = J CV 1 \ � PROPOSED SECOND FLOOR PLAN ti m � N ` PROJECT / ZONING DATA O O � ` rl � O Q \ TAX MAP # 0 I 1000-122-a-1 A-201 .00 PROPOSED EXTERIOR ELEVATIONS \ ,`\ ZONING D15TRI07 R-40 NO DESIGN DETAILS W \ LOT AREA 0.4 ACRES w 21 I � FEMA FLOOD ZONE X V W I-4'738-04'1a0/00001; I- U DEC, DISTRICT 12/8/2021 \ - �-- = J Q \ LOT COVERAGE .. -r '�'�� - DEC 2 1 207.1 _ _ _ ��. DESCRIPTION (FOOTPRINT) AREA % LOT �r ��x \ COVERAGE ._ - `��� \ `.6�� TOTAL LOT AREA 1-7,526.8a S.F. • . '_' 2-STORY DIAL==LLIN5 (BY OTHERS) 1,347.0 S.F. 7.746 IST FLOOR DECK5 (BY OTHERS) 384.0 S.F. 2.2% 15'X30' POOL (BY OTHERS) 450.0 S.F. 2.6% I PROPOSED SND STORY DECK 86.0 S.F. 0.5% - I USI PROPOSED ROOF DECK 107.0 S.F. 010% 0 I " TOTAL AREA OF ALL STRUCTURES 2374.0 S.F. 13.5% "� 1 O "MAXIMUM LOT COVERAGE ALLOWED - 20% Im I 0 REG2UIRED SETBACKS `- MAIN BUILDING ) , , 00• I REQUIRED PROPOSED COMPLIES - 1y ''�� FRONT YARD 35.0' 43.0' Y ., ' 2 I SIDE YARD 10.0' ITT, Y • r U, \ 15'X501 I 'I`„ I "I POOL BOTH SIDE YARDS 25.0' 50.6' Y 11-- 'I I I \ \ o(DRAWHERS)BY f, I , 0, / REAR YARD 100.0' 100.0' Y .i @�, I . U3 j � H rIf y� �1; ' 157 FLOOR \ \�sF -� / ui Y DECK \�`�-q_ ----- (DRAWIN65 BY \ -`�_ 0 O U OTHERS) ',14.5=6Lu 5.6' ___ �'; - 7.0' ft \ r'T✓. t A. X`Y .. `rn 'N: y:s.:: arN„ ,n:,?'. ? '=Ak` Y;, iv , i 11 zl, y: �X .,. , e.,. , .♦ Y L �p <:.. yy >. F y gjj �>, rc h 3( s6 ial, xrry' Y•' " A, f { &," ,'a' •*+4 a s r c' as u '3° ` ,ij'y k ._i ) A ' ;:.;, .. b Fn $x g _. W `� 'r. : 5T FL r F fY .. I'' I i § k .w a, 3' as v� m A ," - k, w § �: ... .h as�. •}° w�.>w'akik+(ia 8,'' 'R 3hP1- ��;'' E gg .h.' P'�. F'- •%, 'F '>,�{'fin �`. %.b g 'bw '°N� -v:^5x',� gyp. `A s� _ .'f+.? x�,y"x�� Asx Ss> ". 'ta. .{s 'r EL 6.5 �' DECK " a :' P05ED PR �` , `� tI o ��m� S? k F 'A>r da:` #� � a<9 i' 'S' �`a g? L :,>�n t � ' , " <k, , N rd 65 Y ': RAWIN B O «�";f TORY -�, ,4a, , ;' ' ,; :sa:: 2N ��` �. `'j n ,Z, JJ bw ERS x� �;' ll 4.a 0TH ?` a' ars,: p :` :�_ Pxi ffi t &, GK - . ,+y< \•\ '6r ,,.E '. ` <� � , ' �x, PROJECT: >^� Pre-. y ., k ai; ,'� : , SED rn 4, OPO �' ,b I' PR - '.a, ���"" L"�c vk 86 S.F. ^ -' - ,:'. �. fir, M 1 •f <' qr wd ab,a "� S y h z `\ ����'' 99 ,f:°" lam. r _ # :, >a E.x {� .,. a�, g EGK fir: a } ROOF D " a �. t ' y d` y:L °d F `3 kt' yy�� a� w,,, a ,!{ �`_ --!!tt „ -i, r3 ,:m s ", 1't 'Y .i.. >„�''4` < " L t„{t", # } .tzx; `.'�^ /� : y� .:pk ad'.', is �°s' mSe' ,JG 3 'a�t �.d P,' a�5:",. �'. �: 3 �., >. } 07 S.F. .F P ".`'fit E �� \� �7 �' U I N L 7.5 ''�> `�. SKY '.r ro ���yy h y�f ffiti t to �a.`•� !� F "t -ta„ h. a'. Ia f�^ Y g�„` F & +� 'fix-' •p=. ,�.,;.- a`f` t� -4°` P :' A,+j? °fin T f 6b:Y, j" �''z ➢rt S' •'} a i � 1. 2 5T0CK s �n � A '` I ' # w i 3,`:P x �. _ � W�. xY . � �. �� DE .. G y` ry ' '. 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'.d 'z,ag,. s' sr �' '� A ret', € <E SUBJECT TO VERIFICATION G SE R. « ' BY A LI EN D { a• aa _tap. .' �� ? E 2 Y' .y- x: °K �� t �s P. �#' F:i S1�1 `fc SURVEYOR. THE INFORMATION " : . p 6 ` e �S 8 ,,a �y % F' k�.y� 5* w F�, f q 34 e `! �, P, PAis x }} REPRESENTED .� + ,' d1 TED ON THIS SITE PLAN IS TO THE x-' �' s ,�- ,� '' tI. �= 1 sM�' � ' w F r. ' g. .`, ,.. d w ,: �, 'a. „xa `• ° s P' #a ",s a; R :, IV� # A GHITEGT 5 BEST OF KNO EDGE. xa WL :° a;4,"� rr . y,. .a aFi " 4 i aks _ {' a �� ` £ ..C sus°` .s8y ..�"'' "3: i> ac' Y �%g ,, a ,F < y , - 'p.', .. .:^<'?�-` '••',�: >+r^ @+"a+, '4'a `, r c '' , '.: '=�,a �b 2ro„ 'fin. '.,i £' .d4,^ ,� °§ 1... .k4�. J1 'c; q _ `.3"' -fie -f'�' "' UR _ V 2. SURVEY INFORMATION WAS OBTAINED a• , " 4 = t b ;Y, = a ` 5 d f 1w rt . as •x' ,� han� +a ` F s ' ,1' �-'' t s y'i ry: i° -fi >, i" 1 is x, I t ,. �` FROM A SURVEY DATED APRIL IST 2021 �y .� L E4�`� {� r- a a a ;::. AND PREPARED BY: � :� � ',f$a A a` " ,p n. ia" �"' 'k.., Y' t t' ' r .i,. § C a' � .r t, ', a' a, ,lvv a �', t Yom, ,�. _ _ ' ' , - KENNETH M. WOYGHUK :: `'''''` " .. , „ -11 - a LAND SURVEYING, PLLG PO BOX UE LOQAT I ON MAP11, //�� AQUEBOGUE, N.Y. II131 rp"I � ' ��" Ll""tN TELEPHONE: (631) 215 1588 SCALE: NTS 5GALE: I" = IS'-O" Si=lEG I f I GAT I ONS FOUNDATION, CONCRETE, AND MASONRY WOOD FRAMING MATERIAL STANDARDSCARPENTRY A55I E Y I J'"'tT I O I`S m IT 15 THE GON'Rt•:,',r2'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (Pb = 575) UNLESS Q U APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. BD. BOARD INSUL. INSULATION F_ T05ETHER AT AL 7,-,,' 5, 15 5E THE FAMILIARIZED P41TH',3 RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING Z 0 SPEC F G .;NS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPAGI= TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN W _ THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 5" MIN. FOUNDATION EXPOSURE. _ J CN Tq GENERAL CN LLI 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) W SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO I. NO WORk: Tc. ''4RT UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. PROVIDE SILL SEAL/IN5ULATION.SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" APPLICABLE �, _DING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS Q W >; COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, A5 IS NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2. ALL ­ON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-0" APPLICABLE AS A DERIVED WORK). BOTTOM OF BELOW GRADE, UNLESS E- Z �B.O. MAX. MAXIMUM ALL DIMENSIC .'. sONDITiONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED 4. AT FLUSH FRAMING USE I6 OA6E METAL JOISTS HANGERS BY "TECO" OR 0 W Z I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, EQUAL• BOT. BOTTOM STRUGTURE,5 `% BE FIELD VERIFIED BY GENERAL CONTRACTOR. MECH. MECHANICAL -j 2 }- ALL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ ___ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 'J 3. ALL WOR> ::, L CONFORM TO NATIONAL., STATE, AND LOCAL CODES PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN g,O.W. 1 BOTTOM OF WALL MIN. MINIMUM AND AUTHOR `,''= HAVING JURISDICTION. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS, ROOFS, AND WALLS. O UNTIL I TIER OF FRAMING 15 IN PLACE. RULES SPECIFIED IN 1.1 THROUGH 1.5. G.J. GEILIN6 JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88 0 4. ALL UNNO7E!, R N.ON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ___ 0 w (- Lf) 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, U.O.N. COL. 1 COLUMN NYC, BG NEW YORK CITY BUILDING CODE pp OF THE OWNED : . _DER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING Z 5. ANY OMI::w•i� �:=, OR DISCREPANCIES OF PLANS AND/OR JOS CONDITIONS GOVT. CONTINUOUS O.G. ON CENTER SHALL BE C-L ":ED WITH THE ARCH ITECT/ENOINEER BEFORE PROCEEDING SOLID WITH CONCRETE. WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH A5 THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5. MIN. HEADER TO BE (2) 2"x10"UNLESS OTHERWISE NOTED. (� Z Q WITH THE b^k�z2 q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OCG. OCCUPANCY GRADEMARK SHALL INCLUDE AN EASILY D15TINGUISHABLE MARK OR I-- � b. NO PEV,wT;_ \l= OR. CHANGES TO THE 5TR)CTURAL SYSTEM SHALL BE MADE INSIGNIA OF THE 61;ZADIN6 AGENCY WHICH COMPLIES WITH THE q. ALL WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE -- - Z 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 P.T. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLE55 AP>='Rr-�' `� BY THE ARGHITEGT/ENGIt�IEER. DAYS OF 4,000 P.5.1.,U.O.N. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 1.2. CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE DIM. DIMENSION P. GONG. POURED CONCRETE 'J 00 7. GONTRAG-G O VERIFY DIMEN510N5 OF FOUNDATION WITH FLOOR PLANS It. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH -- > O BEFORE THE S'?.�T OF FRAMING THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED ON PAGE 6-003. GENERALLY, SHEATHING 15 OF I/2 THICKNESS ON WALLS AND D.J. DECK JOISTS PL. PLATE _Z 47 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER TIMBERS. ROOF AND 15 OF GDX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS � 0 8. DRY WELLS A--' REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. 1�PLYWOOD J rqr 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED APPLICABLE. `.= 0 q. DO NOT SC.A_:-_ DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED Q Z 4 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. 10. OWNER/BUl_.%F_R ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, (1) WALL TIE PER (3) 50. FT. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. EQUIP. 1f EQUIPMENT REQ'D REQUIRED � -1 N CERTIFICATES '_'L.RT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL II I LL Lf) Lu 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EXIST. -� EXISTING RI RISER SET MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIORAPPROVED EQUAL. It. THESE 5_.T <. ' '�RAWiNGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA . EVALUATION REPORT. _ r- _ LO AND SHALL N�.'­ :::- ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT EXT. EXTERIOR RM. ROOM 0 J � PERMISSION Fh':`' THE ARCHITECT. „ FROM FOOTING TO 2 ABOVE FINISH GRADE. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCH "": - 'S NOT RETAINED FOR 5U�ERV1510N OF THE WORK AND 15 ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF RESPONSIBLE :' DESIGN INTENT ONLY. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN,THE 14. PROVIDE 'X' GRO55 BRACING AT JOI5T5, 5TUD5, AND RAFTERS WHEN SPANS FAR FLOOR AREA RATIO STL. STEEL OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECVENOINEER. NO C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS EXCEED 5'-O" AND AT EVERY &-0". 13. THE CON-,R.F '_:'OR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. LJJ 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT � 14. THE "O'7, SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 6-003. TIMES. ATT+.1 :;,,MPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED RU55I5H, !h. "- ­AT ERI AL5, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 50HEDULE A5 V BROOM CLEA' I5. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALL5 AND SET FORTH IN AN51/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE NECESSARY. FF ELEV. FIRST FLOOR ELEVATION 1 TEMP GL. TEMPERED GLASS W WHERE EVER APPLICABLE. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DE516N DRAWIN65, F_ 15. THE CON 7R.- SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. F.J. FLOOR JOISTS THK. 1 THICK = J LIABILITY N__'�,' +GE. ALL SHALL COMPLY 11IITH STATE AND LOCAL 00DE5 Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTING5 ARE TO BE A V J AND ORDI*+.+r:' MIN. 10" DEEP PROJEGTINC 6" ON EACH SIDE OF THE FOUNDATION WALL. 1.6. GYPSUM: OYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. FOUND. FOUNDATION T.O.W. TOP OF WALL 0 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB Q 16. THE CO' TR`.�, 0R SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. WALLBOARD, A5TM 037 SPECIFICATION FOR 6YP5UM LATH, OR ASTM G7q FLOOR SHALL NEVER EXCEED A 16" SPAN. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATIONTr TREAD THE 5UB-CON+ C:TCR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. GOMPLETIO?� c "'RCJEGT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPIN6 FR. FRAME TYP. TYPICAL 3a AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PACE 6-003. I7. THE CON' '. OR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP d 3'-O" BELOW GRADE. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITECT E"._ :'NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ANSI/AHA AL35.6 HARDBOARD SIDING. 20. P.T. SPECIFIES PRESSURE PZE5ERVATIVELY TREATED LUMBER IN AGAINST Aa L -I5, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR CUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYa r ARi51NO OUT OF OR RE5UL.TIN6 FROM THE PERFORMANCE OF ASPHALT ROOFING SHINGLES 1.5 STRUCTURAL PANELS: TREAT LUMBER w/DOPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ~ m THE WORK f'G : 'QED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD Y.I.F. VERIFY IN FIELD 15 ATTRIBU-AE:..'_ .O BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO SHINGLE5 OR APPROVED EQUAL. 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR : l TRUGTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER H.D. HOLD DOWN w/ WITH TIE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, ITSELF ING_UC� •.: VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND ``�„• NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, HDR HEADER WD WOOD \O` WHOLE C, IN 4 -�" BY ANY NEGLIGENT YO OR OMISSION OF THE AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. CONTRACTOR SUBCONTRACTOR,OR AN ANYONE DIRECTLY OR INDIRECTLY LINE. d 24 FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION EMPLOYED E3' OF THEM, OR ANYONE FOR IT1WHOSE AGES ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE RL.�•a.^•.DFE55 OF WHETHER OR NOT IT IS CAUSED IN PART $Y A EVALUATION REPORTS. PARTY INDEN", . f.D HEREUNDER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF A. TRU55 J015T McMILLIAN IAE MICROLAM HOR. HORIZONTAL CONSTRUCTION. 1.82. ORIENTED-STRAND BOARD (055), WAFFRBOARD ORIENTED-STRAND B. GEORGIA PACIFIC 2.OE 5-P LAM 18. ALL MATEr. a, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET P5L (PARALLEL STRAND LUMBER) DENOTES: BUT NOT L!W:7 -O FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM OF CONGRE"rE i.: ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR SPECIFICATIONS. PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED AS PER MANU. SPEG.'s TO BE SURE T-+." ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 5 NAILING OF ROOFING SHALL BE TO CODE. STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLZ c'•:>�;ES AND GOOD PRAOTICE. :DEVIATIONS FROM THE DRAWIN65 APPLICABLE CODE EVALUATION REPORTS. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD AND SPECIMC•-, ' CNS WILL NOT BE PERMITTED WITHOUT WRITTEN b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE FRAMING MATERIAL 5TANDARD5 SECTION, THE GOVERNING BUILDING CODE, AUTHORIZA.TIC'\ 17 THE ARCHITECT/ENGINEER. .8. PERMITTED 13. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIR:EM=NTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY CODE EVALUATION REPORT. Iq. THE GONTi'-A'.'JR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNi_E:�' c;TH!-RWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 7• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR EVALUATION REPORT. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL PERTAINING A4:= '.-G 5E FIELD VERIFIED. 2:12 PITCHES TO 4:12 PITCHES NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ASPHALT 5HIN6LE5 SHALL BE T'EST'ED TO DETERMINE THE RESISTANCE OF 1.8.4. FIBERBOARD: FIBERBOARD USED N STRUCTURAL APPLICATIONS RAFTERDEPTH.DEP H. WHERE NOTCHES RE MADE AT SS OF THE SPAN SHA-L NOT EXCEED UPPORTS THEY SHALL NOT WHINE-51XTH OF THE ACTUAL CH H INTERG"'%�' ''O REMOVE 8 RELOCATE IN REQUIRED ALL EXISTING WORK THE SEALANT TO UPLIFT FORGES U51N6 A5TM D 6381. SHALL MEET THE PROVISIONS OF ANSI/AHA ECIFIM4.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WHICH INTERFf::^�'_-�- W:TH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 21. ALL MA""E•- ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 5PEGIFIGA7I0'.,_, .:14LE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 22. PROVIDE -:<'.!:BLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF (P5- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 23. PLEAS' ` :: THAT THESE PLANS ARE PROTECTED AGAIN5T ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 405 OF THE ACTUAL STUD DEPTH AND THE EDGE UNAUTHORIZ.� NDER FEDERAL LAW 13Y THE ARCHITECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE OL05ER THAN 5/5" TO THE EDGE OF THE STUD. ION AGT OF IggO (AWGI A), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. COPYRIGHT p�, ;-""'„G?' 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 00DE5 AN��1K. _ CONTRACTORS ATTENTION IS DIRECTEDD TTO RENGE STANDARD: CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 25. FOR NEW WALLS, A PERFORATED E SYSTEM IS USED. THE I. ALL NEW WG K �'ERFORMED SHALL CONFORM TO THE 2020 NEW YORK O THE TAPPLICABLE DETAILS, STATE BUI_, DI�": C:ODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WNOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE WITH ANSI/ASME B 18.2.1 SQUARE AND cn NEW YORK `F PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK HEX BOLTS AND SGREW5 (INCH SERIES). SPECIFIES THE REQ'D NAILING FCR THE SHEATHING (ANY NAILING Z STATE ENERG- :`•ONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2 2. REFER-Nr--'- "ANDAR.D USED FOR ALL WOOD FRAMING, CONNECTIONS OF ASME 50.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SFfEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). 0 WOOD FRAMIP, -SND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNPJFLOOR PLANS. U CON5TRUG•"Ql N'ANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES (AFtFA) WOOD COUNCIL (AWG). SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DES16N 26. COLUMN BEARING AS FOLLOWS: w STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN, 3. ALL PLUME:- ✓1ORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. PLUMBING GCC: AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. WALL w/STEEL SHIMS 8 A MIN. 54" OF NON-SHRINK GROUT. SECURE w/(2) 1/2" 0 ANCHOR BO-TS (4" LONG EXPANSION BOLTS ® 4. ALL MEGH,A v AL ✓YORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPIN6 SIZE AND EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY MECHANICAL .? = AND 2020 NEW YORK STATE FUEL GAS CODE. OAOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCINO (® MIN. 16" In GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). TABLE R50I.-I CLIMATIC GEOGRAPHIC DESIGN CRITERIA 5. ALL ELEC•T1� '_A� . l WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE AND ANY HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 'ROJECT: CODE, NFFA '", 'S: -�^yD 2020 NEW YORK STATE ENERGY CONSERVATION ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERIN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CON5TRUC_'C*_ '?Dl CODE EVALUATION REPORTS. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN. BENT PLATE 8" LONG D U B I N S KY 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD w/b" RISE 4 w/ (2) s/a"4� BOLTS T-IROU6H CENTER LINEE OF VERTICAL LE65 ALLOWABLE SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKE5, AND STAPLES. SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. STRUCTURAL MEMBER BASIC, WIND SPEED 130 MPH GEMERAL W":�- t V ?7E-rTION CONNECTION NODS: DEFLECTION DECK ADAPTED P=:Ctit ANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES CONSTRUCTION :. _:-D iO-qq AND 2015 5130 HIOH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 1. A GONTIN.�': ,' . LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, 5- J�-'3 AND ROOF FRAMING SHALL BE PROVIDED. 22.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 INTERIOR WALLS +€ PARTITIONS H/180 2. APPROVES c�ONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSGREWS (INCH SERIES). WEATHERING SEVERE 2300 CAMP MINEOLA ROAD INCLUDED > THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL BE USED `• A:GORDANGE WITH MANUFAC:TURER'S RECOMMENDATIONS. FLOORS PLASTERED CEILINGS L/360 FR05T LINE DEPTH 3'-O" MATTITUCK, NY, 11952 3. METAL Pyr'"C. , GONNEOTORS, SGREW5, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECT!Y THE- WEATHER OR SUBJECT' TO SALT CORROSION IN COASTAL TERMITE MODERATE TO HEAVY AREAS 51-l- E-ESTAINLESS STEEL OR HOT DIPPED GALVANIZED. �RAWING TITLE: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 4. WHERE WIN..GnS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL ICE BARRIER REQUIRED YES aENERAL NOTES SHEATH!NC, 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDE;= ,, THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ENERGY TABLE AND AT LE.•',�..` oNE STUD AT EACH SIDE OF OPENING. EXTERIOR WALLS - WIND LOADS w/ FLEXIBLE FINISHES L/I20 STRUCTURAL DESIGN CHARTS 5. RIDGE rT..;;xP:. SHALL BE ATTACHED TO EACH PAIR OF OPOSIN6 RAFTERS E_:.C.. PT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 LOCATED "PER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTER.a STRUGTURAL DESIGN LOADS 'AGE: 6. UPLIFT C.O',\GGTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. T FLOOR TO OR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY G-002mOO I6" WITH'N .=- OF EXTERIOR CORNERS. USE LIVE LOAD DEAD LOAD 5. SILL PLA-E -0 FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED TO THE:. O.: �-ATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER EXTERIOR BALCONIES 40 psf 15 psf OF ANE-; " 3"x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVI"I_EC' vil':'H!N b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf 15 psf BOLTS °:ra.= HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY )ATE: / 5/21 2 OF 4 FOUNDATIG\'�. ANCHOR BOLTS SHALL BE: LOCATED WITHIN 12" OR CORNERS PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT NOT EXGEEDINO 4' ON CENTER. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SLEEPING ROOMS 30 psf 15 psf r / J. STAIRS 40 psf 15 psf 6UARDR:AIL5 AND HANDRAILS 200 psf 15 psf 12 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR CATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) �XI5TING TO BE DEMO,_15HED NEW PARTIAL HEIGHT W Z O -- WOOD FRAME (L.G. 5TL. _X15TING TO REMAIN WHEN APPLICABLE) J ri a W �1EW WOOD FRAME (L.O. NEW FOUNDATION WALL _.. 3TL. WHEN APPLICABLE) C uj Z -- '�E-W I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL l V Z FOOD FRAME (L.G. 5Tl_. P05T FOR 4" WALLS VV Y ,N!-iEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. \\ m O 114EE1N 2-HR FIRE RATED O D FRAME (LG5TL. 6 0. O O .i JO . . —� Lo IX d Z vHEN APPLICABLE "t m I I I 0 1 LOOK FLAN NOT1.5 NEW (2)2"x10" P.T. HDR - NEW (2)2"x10" P.T. HDR Q s W --- -- J =. OFOU 7,, t=<�_WD. DECK: 3 JJ -iv 3 3 00 P. GOVG F=k JPON 516FOOT (MODEL.# BF28) AS PER Y p 0 > � O DEG< ^....�A L (r'rF) Z CO ---= ON . t Z � ' � d z ° ® D L _�CGER BOARD ® EXT. DECK: ' T. e-- TO MATCH DEPTH OF JOISTS 2 — 4 2. 5r"GL;Y i �;' (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS \ NEW LEDGER Z N a I&' _! 5. INc' �.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR U.U. L lW EOJ,� 4. Pl,,O% _ FLASHING TUCKED UNDERNEATH SIDING 8 � � Lo Br^.T' ..v:-!-, TOP EDGE OF LEDGER BD. UNFINISHED O 5. SEE r. ._L' DETAIL BASEMENT NOT APART OF FILING; \ 10" STw'.. :.--;J'�AL PERMAGAST 50.JARE COLUMN, FILING BY OTHERS --- - LU ORAIL 1� N:)7E- 1. 4,2" GUARDRAIL 8 SPINDLE SPACING D NO' ALLOW PASSAGE OF A 4" cP SPHERE; v �-h' r, :'•1 HANDRAIL B SPINDLE SPACING NOT TO 4,_..OV+ PASSAGE OF A 4" cP SPHERE LU 2. C'n l `- 3 E RAIL AS PER CODE 5. Ra!! ::G TO BE WOOD = J - - - O V . E . NRRIER NOTE: . NI,: .`_ROLAST EPDM ROOF MEMBRANE (OR FROFOGFr�) FIRST FLOOR PLAN Q J EG): r{ .' IN3TALLATION, LAPPING OF SEAMS, AN!. OF EPDM MEMBRANE AS PER 5GALE: 1/4" = 1'-0" 2. 70 '>_'PL TO EDGE OF DECK A6�AY FROM (0.25":I'-O") ALLOWING FOR DRAINAGE ,. 3. PRC. ! E P.T. 5LEEPER5 FRONT TO BACK AND E3,Ac "O FRONT TO CREATE FLAT SURFACE. 4. FFIC / %E " DECKING UPON 5LEEPER5. 00 I4'-4" \ NEW DECK � 86 S.F. i RELOCATED RELOCATOR DECKING WINDOW Z Al uj >O p m LLI y X j ) O I w rIA � D ��® T PROJECT: DU BIN KY DECK 2300 CAMP MINEOLA ROAD MATTITUCK, NY, 11952 NOT APART OF FILING; FILING BY OTHERS 3RAWING TITLE: PROPOSED ROOF DECK PROPOSED FIRST FLOOR PLAN 10'7 S.F. � I I' � ) 'AGE: A-101m00 )ATE: 12/15/21 3 OF 4 r 1. A r \35' FRONT YARD SETBACK i PROPOSED SECOND FLOOR PLAN 50ALE: 1/4" = P-O" ELEVATION NOTES (LO Q U -- - - p O Lu Z_ O J r1 O ' NEW-5,__ _•. AZEK' COR EQ,) DEG: SKIRT: UJ 04 04 PROVIC. A- NSW SECOND FLOOR BALCON'Y' O10" �T�.._:--URAL PERMAGAST SQUARE COLUMN, Q W LENOT- ._:. (HB$0) --- - Z RA]LiN:' HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; 0 O I. 4,2" -'G r GUARDRAIL $ SPINDLE 5"AGING J Z FILING DONE BY OTHERS FILING DONE BY OTHERS J N07 " '.ALLOW PASSAGE OF A 4" (P SPHERE; J :fib' HANDRAIL b SPINDLE SPACING NOT To ti..:_c;w PASSAGE OFA 4" m SPHERE EXIST. RIDGE HEIGHT (5) 0 2. GRT`1,',E3_; E RAIL AS PER GORE ELEV. +50.0' ----------- 3. R.q `• TO BE WOOD FINISHED GEILIN T. L0 wZ O � PROPOSED ZQ W 2ND STORY DECK PROPOSED J ROOF DECKX4 III J00 EXISTING SECOND FINISHED FLOOR s LLZ e-I O _ _ e-1 ELEV. +20.8'---------� 3 O Z >­ 4 I Q Z Tq W W CO �� FINISHED GEILIN HT. L0 Im T-1U' W cV - - - - - — 2 2 2 r- = Ln N �o to - mmu� � W Q Lu () MIN. 4" BETWEEN EDGE5 OF Q I-I/2" SQUARE BALUSTER V (STYLE TO SELECT) o W 51 MPSON JOIST �L Jil � = J HANGERS EXI5T. F_IR5T FINI5HED FLOOR U J 5/4"xb" P.T. DECK ELEV. +IO.O' BOARDS kAIN BASEL I NE - P.T. D.J. AS ELEV. +bb' PER PLAN x" POST GAP AS PER EAST ELEVATION (FRONT) MANUFACTURE 10 PERMAGAST COLUMN SCALE: 1/4" = 1'-0" COLUMN BASE AS PER MANUFACTURE N GRADE 11 11 12"(P '50NOTUBE' FILLED II SOLID w/P. GONG. b °u (MIN. 4,000 P51) p 1� III (2) #5 HOR.REBAR BIGFOOT FOOTING II II (2) #5 BENT (MODEL# 51725) 11 , REBAR Ila JJL__.— = EXTERIOR NOOD DEC< DETAIL A-201.00 SCALE: 5/4" = I'-O" ui 0 U w HOUSE NOT APART OF FILING; FILING DONE BY OTHERS w H Q O -- 3ROJECT: PROPOSED D U B I N S KY EXTERIOR SHEATHING 2ND STORY DECK PROPOSED DECK ROOF DECK SIDING MATERIAL I� it BUILDING PAPER # HOUSE WRAP TO FULLY OVERLAP FLASHING 2300 CAMP M i N EOLA ROAD HOUSE STUD WALL GAP FOR DRAINAGE 4"xb"CO.O.OSOT PLAW MATTITUCK, NY, 11952 D "Z" FLASHING 5ECTION/DETAIL5) / 3RAWING TITLE: DRIP EDGE 3ROPOSED EXTERIOR ELEVATIONS P.T. DECK JOIST c_ N COUNTER A5 PER PLAN DESIGN DETAILS (1) P.T. 2"x TO MATCH DEPTH OF FLASHING INTERSECTING JOISTS FASTENED H/ (2) 5/8" 0 x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® 16" O.G. INTO MUD SILL d METAL OALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMP5ON' (OR EQUAL) H/(2) 5/8"(P x 5" LONG APPROVED EA. JO 15T MASONRY ANCHORS ® 16" O.G. "Z" FLASHING HOUSE STUD WALLA-20loOO LED ER OONNEOTI ON I�)ETA I L A-201.00 " = )ATE: 12/15/21 4 OF 4 SCALE: II'-O" NORTH ELE\/AT I ON (R 1 C HT SIDE) SCALE: 1/4" = I'-O" SITE PLAN HATCH KEY: ® PROPOSED BUILDING ADDITION r\ n d O Q U /�% F- d) ® PROPOSED ACCESSORY STRUCTURE %�\ CD * 1/j y LD) I u (D L� Z O LL)) Bb I I I 1� ® PROPOSED 2ND STORY J f- r'I 1-11 �� 11 � 3 k � uj . \, m m >- , \ Z I� � � z J = �; 1= Lo Y � \ � o � (Dp �� /y F O,IE�fi S�OFE . FAOE < � : o ° O O aul) Ix \ 0-001 .00 PROJECT LOCATION & SCOPE z �' m - FF,OFOSED 2ND FLOOR DECK AT REAR OF DNELL I NC SITE PLAN & ZONING DATA z : p Ix - FF,OFOSI=D �'OOI= D GK z Q ` w J \ -QQ2 ,QQ GENERAL NOTES Z It O N/`��- -�- I--,' ENERGY TABLE (D \ 300,E BULKHEAD -----________--'� FRO, E(f,, - DATA : STRUCTURAL DESIGN CHARTS Z ��rl 4 \♦ A- 101 .00 PROPOSED FIRST FLOOR PLAN m Z N ver I PR N LL :;<„ y , PROPOSED SECOND FLOOR PLA ♦ ,° \ \\: W , Lf) ri \: '' I` r N0 Dt \\ m Lo o I POE , : ,\ " .:,:,,,: O \ �, .L:\\:: \a.\ c :. .. .. i, ::aic: O ♦ TAX MAP # 1000\-122-a-I ri J O I A- 102 .00 PROPOSED DECK FLOOR PLAN � ZONING DISTRICT R-40 NG PROPOSED FOUNDATION PLAN W LOT AREA 0.4 AGRE5 It ♦ FEMA FLOOD ZONE x A-2O 1 .QQ PROPOSED EXTERIOR ELEVATIONS v w11 1-4738-o47ao/00001; DESIGN DETAILS H r v ♦ DEG DISTRICT 12/8/2021 _ , -j U 4 J AM,,, � \ 11., �1� < ] l -\11111 : ,L :.;::,;,\\ 202,00 PROPOSED EXTERIOR ELEVATIONS 77 .: AOS.,, ,:,: ,� \ \ ",,,. ,, \ \ ;• I'll AN - •', DESCRIPTION (FOOTPRINT) AREA % LOT \\/ COVERAGE 3� �6�, TOTAL LOT AREA 17,526.8a S.F. ' ;, .„� ., 2-5TORY DWELLING (BY OTHERS) 1,547.0 S.F. 7,71'0 I5T FLOOR DECKS (BY OTHERS) 384.0 S.F. 2.210 i 15'X30' POOL (BY OTHERS) 450.0 S.F. 2.610 PROPOSED 2ND STORY DECK 86.0 S.F. 0.5% I -4 T Vt PROPOSED ROOF DECK 10'7.0 S.P. 0.6% 0 IJ TOTAL AREA OF ALL STRUCTURES 2374.0 S.F. 13.5% U1 p "'"'MAXIMUM LOT COVERAGE ALLOWED - 2096 O Ill rl--, ,\ Q � IA�., fiiN'`'B ?INC 11,p7p y'10 v\c .°q.\ :a \ ..v.''� i ii, „, ",..,...:...,. .� ��,;, �..,.. :��\\\poi,::" \�; , O „ \: I O REQUIRED PROPOSED COMPLIES FRONT YARD 35.01 43.0' Y I � `--- \ I 51DE YARD 10.01 17.01 Y a 11 151X50' -( \ POO BOTH SIDE YARDS 25.01 50.61 Y ...l r ` n r ( I (DRAWINGS BY 1- , �� u %o, orHERs) REAR YARD 100.01 100.0' Y ,e ,, eG ' / "'I', �w 2 1 2 11 U I 157 FLOOR �Fi ,�"� , , - W DECK \�r� - I ' r EC (DRAWINGS BY \�C� 0 I OTHERS) ��14.5' \ . I 5.6� - 2 � 7.01 / - - -�2p q\�C,6 / I is # \10 3 .:1. - .(, x h ". _ 'T.ro`7 157 FLOOR „ '' ,•F u i a. W d..' x DEG - r�l '. K EL-6.5 PROPOSED . DR�WIN65 B - :.,, ,, D Y e+. a. 2ND STORY OLll� ,,. OTHERS) a' I. ti, L. . q: , '4 "'. DECK - ., ro x IrL PROJECT: ECT: P OP ;, 1: R ODED 86 S.F. 4•., ' ,' �. a }` . ` i i , ,.,:. � . . . RO OF DECK -c 4 a. ' ;% -',ria , •,:< J'�. f D �y .RY' Ff- -3', - 1 - - TT fh` .I ,t - 10� D.F /V �sce. k ,f Y :-. , : 11 E u. L 7.5 d , , . . \ � .� , p. D UBINSKY ,.�., , ! .,, M , \ { 2 STORY rn s. - a.. DWE II. s, i' d. t 5 LL NO W Y' DECK CK DRAWINGS BY �5 ( ' § "5- n {+,„ i `r♦ OTHERS 1C s 4" a t , �, - - - '' L��` - .q�x _ R / / � ', - 4' 'r .{ 1-t `k ,,. ; - 'ab - '` - O . 11 O �t 35' IRON ARD S)=TBAGK ' 4'. b I' .. 2 30 0 CAMP MI NE a� OL a,, 1. f � AR ROAD - - / . rc�;r , i�: EL-8.5 - E a.o L " x a�' 5� MA TTIT v UCK yy N Y 1 195 2 yh t r'i' 1.. t ,��tS`i:.i`B' a� .,`. _ :S. J isr .. 1 _ -✓y eta g. L 4. :` i rc, t , » n . O e as I Z' �r; x :,_ ,.w o kr .�, a s. � ' t r s ,. (, DRA WIN G TIT LE: crm . t .r�3 '�++ h 1. .7 !- k A 2 t j, ' t ; a' e. v.' " I / h"' m �4; rr,- �, 9 4- ? r.. .tfa� ,�w, , . , y RT - "�. ��e y ,h 1' a, i. m. - q tV '8 a,, 33 a�a q,�.- '�s' .rF �J-',h ., i �N , ?$ t; + ' w, ar 'a.,�.: _ -�. , _'�` ,,: ,, � � �:�� PROJECT LO / , CATION & SCOPE O i ',x; CP . r O l a.� - . :,' . :. . SITE PLAN & ZONING DATA o� ;' tiI / .� I-i�,:,I,,�4! ,�. {: $.>. ' , � 'L,, " . � . z \ f: e, i'S ,^3' - �� - - - - - - -/ � � � ,�,��,��: , �. 1:� , . I � , �� �.. r &, - �- PAGE: O A A.. �. \\ -i, :nr., k� 51� 5 00 E I t�= �i5.00 r J11 a ' "r5- Aq - M '1 ,. t -1 � r L I L � -,� �,,�': ,1, I � `� - 4 I , - \\ , � I� I - , "�, � ��, ' ', ,-r r . 1 :1,'-' I I I "'(k . ,r'L -- L�� I , ". � ,- L_ :y G-002.I. � , I 11 '1� I , 11 �l I 1:, - _ � I �, r r' �L L. I I -- I - , I , ' r,�� � - ';�. \� _ 00 �,­ ,T, ­� ,1 . , ' � ... I - _ I _ ,-�."�;., ,•. .,-�-- -f��� � t I...1� � �- 7-,�ff I 1, �, �*,!" �t i�; ,�- ' a n \\ .tisri - #6 ...�°'' ''�\�^jIx 1 ' r . 0 ,t � ,�� � ', . 4 I , - ,_: '9i' -� - - i . , .,r 1� , . 1. e . L �� _ �1',' _ - �' �4. .`•`.' 1 1 r + "f,,. - Ir a DATE: 01/25/22 11 :•�. f - 11 � jl�L. �L 11 , 1 OF 6 :fIL ` �j � y,r� , - g' 'rat' }, �kAry. , - "I �. F SITE LAYOUT 5k ' NOTES: �. a � g ,, :' „ .,, .- : ` I. THIS IS AN ARCHITECT'S SITE PLAN ISr,. a' --�..w P k ,.,, ate, 'F .Y'.. -. - , :+`.- �,' SUBJECT TO VERIFICATION BY A LICENSED - ' h "; D .max ,: E . � - SUR r VEYOR THE INFORMATION �• 4 't t - r f ';'.. - {,., ".'''"' ^ - r"' ''" ,1 - - _„ me,rid' t' -. M. ,. REPRESENTED ON HIS T SITE PLAN IS TO THE =t' +$' � �� ARCH ,< W -� ITEGT S BEST OF KNOWLEDGE. �, h F, Q r , . „ „ ,: . Y 2. SURVEY INFORMATION WAS OBTAINED •, :,,., _ , „f. ,, ,4 r` '� /' O es �,. ,. FROM :,,�; .. , �Ir A SURVEY DA " TED APRIL IST 2021 t 'C t y 4 "#' L I- F AND N PREPARE , D BY: �� �s s N ". i .�► I - KENNETH M. WOYGHUK ,L�.�: LAND SURVEYING, PLLC ;� .. , ..�T� p 37 05 4 A BOX 153 LOCATION MAP °'� "S�' G AQUEBOGUE, N.Y. I1a31 rwq"wWjm SITE PLAN TELEPHONE: (631) 215 1588 SCALE: NTS SCALE: I" = I5'-011 0ENERAL 5��50L <E*Nr : NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED HOOD FRAME (L.O. STL. W Z 0 WHEN APPLICABLE) w_j EXISTING TO REMAIN NEW FOUNDATION HALL & &\ 101 NEW HOOD FRAME (L.O. 01 , -5y2 \ — —V &\ w Lu >� 5TL. WHEN APPLICABLE) — — — — — — —r1l V2 — — PROP.ND FLOOR DECK ON - - — - - - F- IQ - SECO NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL OP. (2) P05T FOR, 4" HALLS 2"xIO" F.T. HDR VxIO" P.T. HDR Vxlo" F.T. HDR HOOD FRAME (L.5. 5TL. E] (MIN. (2) 2"xb" STRUCTURAL 5 - — - cl/ WHEN APPLICABLE) __1 Lo 2 r2 POST FOR b" HALLS), U.O.N. I L - — - — - NEW 2-HR FIRE RATED 51-41ti --------------- 0 C) C) HOOD FRAME (L.O. 5TL. =X ci6 a- Lo WHEN APPLICABLE) T PROF. (2)2"X[O" va 0 m +� .. . :2 r F.T. HDR P.T. HDR z tu 0- n 6 1 1 [a NEW 2"x8" 0 ci PROP. LEDGER P.T.D.J. cib" O.C. > — — — — — Z_ FLOOR PLAN NOTES LEDGER - - - - - - - - - _j OFOUND. FOR WO. DECK: FNI H =� 00 P. CONC. PIER UPON BIOFOOT (MODEL# BF25) AS PER BASEMENT > C) DECK DETAIL (TYF) BASEMENT XT OF FILING; TYPICAL LEDGER BOARD ® EXT. DECK: (o NOT APART OF FILING; BY 01 :3 FILING BY OTHERS - - - - - - - - I/ / �c U:2 C) 1. (1) 2"x F.T. 5D. TO MATCH PE'�ITH OF JOISTS 6 1 9/ m/ / z Z v z >: 4 2. SECURED wl(2) 5/8" (P x 5" LONG H.D. GAL. LAO BOLTS v < Z H a 161, O.G. cc -i N 5. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMPSON'(OR LL w (D EQUAL) Lo It rq 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING a [,*- D BENT OVER TOP EDGE OF LED67ER 5n. PROPOSED REAR DEC.,< FOUNDATION PROPOSED REAR ENTRANC.,E FOUNDATION 0 < In 6 5. SEE NOTED DETAIL _j 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 10" STRUCTURAL FERMArA5T 5GUARE COLUMN, LENGTH 14' (H5$5) ORAILING NOTE: 1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING UNFINISHED NOT TO ALLOWFAS5A&E OF A 4" 0 SPHERE; 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT BASEMENT TO ALLOW PASSAGE OF A 4" 0 SPHERE NOT APART OF FILING; w 2. ORIPPABLE RAIL AS PER CODE II S BY OTHERS F_ 5. RAILINO TO BE WOOD C.) -7 O HATER BARRIER NOTE: I. NEW VUROLA5T EFVM ROOF MEMBRANE (OR EQUAL); INSTALLATION,LAPPING OF 5EAM5, 2 — — — AND SEALING OF EFDM MEMBRANE AS PER > 0 ml DBL. MANU. SPEC.'S. tV 2. TO SLOPE TO EDGE OF DECK AWAY FROM DBL. D.J. D.J. CENTER (0.25"W-09 ALLOVIINO FOR DRAINAGE NEW 2"xteb Plop. :2)2"xlO AT END. 5. PROVIDE P.T. SLEEPERS FRONT TO BACK AND P.T.D.J. 616" O.C. F.T. HDR BACK TO FRONT TO CREATE FLAT SURFACE. — — - — - — - -- 4. PROVIDE J,, DECKING UPON SLEEPERS. O 10" STRUCTURAL PEF;ZMAr-.A5T 50UARrz COLUMN, FOR HOOD STAIRS a GRADE: _4'-:2" 4.1 O 4" THK. P. CONC. FAD 95" WIDE x REOV LENGTH UPON 6" GRAVEL UNDER VAV P.T. 51-AIR STRINGERS 0 MAX. 16" O.C., U.O.N. (MIN. 5 sTRii,46ERs) O BEAM POCKET (TYF) O FOUND 4 f'0575 FOR, HD. DECK: FROFOSED FRONT FOROH FOUNC)ATION VO. P.T. POST 4 12" (P F. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYF) 5r-.ALE: 114" = P-0" 0 — PROF. DECK ON Zoo e- SECOND FLOOR "2,-0,.- . z w 0 w < o PROPOS DECK ED uo PROPOSED n LANDINQ ly- 141.6 S.F. 34.0 S.F. rn 2 77 / 1 1 in / > -V < NF-kq 5/4" x(o // �► MIN. 4" BETWEEN EDGES OF DECKING 1-1 SQUARE BALUSTERPROJECT: (STYLE TO SELECT) tX15T. FIRST FLOOR U) NOT APART OF FILING; FILING 13Y OTHERSDSIMPSON H25A RAFTER TIE (OR EQUAL) EXIST. FIRST T_ DECK 5/4"xb" F.T. DECK BOARDS FLOOR, NOT APART OF FILING; FILING BY OTHERS FRCFOSED REAR ENTRANCE FL. FLAN 2300 CAMP MINEOLA ROAD (2) 1/2"m HOT DIPPED r-,AL\/. SCALE: 1/4" = P-a" MATTITUCK, NY, 11952 BOLTS a EA. P05T w/OVERSIZED P.T. P.J. AS = ZWASHERS $ END NUT PREBORED PER PLAN n INTO BEAM, POST, DECK TIE 4 RIM BOARD A55EMBELY DRAWING TITLE: P.T. BEAM AS NOTED PROPOSED REAR r7)EC,< FL. PLAN Et_= SOLID PROPOSED DECK FLOOR PLAN SOLID BLOCK ® 12" O.C. SOALE: 1/4" P-0` PROPOSED DECK FOUNDATION (2) SIMPSON VJT14Z (1) 1/2"0 H.D. OAL\/. THRU DECK JOIST TIE a BOLT w/ OVERSIZED KA5HER EA. POST $ END NUT PREBOREV INTO POST & DECK JOIST TIE "SIMPSON" AEA44 a COLUMN BASE cV 4"x4" P.T. POST EXIST. FIRST PAGE: FLOOR ;P GRADE NOT APART OF FILING; 11 FILING BY OTHERS 50LID W P. GONG. N."III u I " M:102mOO IV,$, SONOTUBE' FILLED (MIN. 4,000 P51 ri wX DATE: 01/25/22 4 OF I PROPOSED oFORCH z D I-1.0 S.F. u:1L, > > 1 00 EXTERIOR MOOD DEC,< DETAIL. IA-102.00r- 5CALE: 5/4" = I'-C" 0 55' FRONT YARD SETBACK tP X374 FROPOSED FRONT PORCH FL. PLAN OF t4 50ALE: 114" = 1'-0" ELEVATION NOTE5 Q V LLJO LLJ NEW 5/4"x8" 'AZEK' (OR EO.) DECK SKIRT:W � ~ IN IN PROVIDE AT NESECOND FLOOR BALCONY Z_ O J T-4 F- rl 0 a. W 10" STRUCTURAL PERMAGAST SQUARE COLUMN, � � z LENGTH 14' (HB 4 G) O RAILING NOTE: O (1)I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; FILING DONE BY OTHERS FILING DONE BY OTHERS J Z >- NOT TO ALLOW PA55AOE OF A 4 4' SPHERE; P J 56" HIGH HANDRAIL 4 SPINDLE 5PAC:IN6 NOT tiKEXIST. RIDGE HEIGHTLo TO ALLOW PA55AOE OF A 4" 4' SPHERE -______ 0 M 2. ORIPPABLE RAIL AS PER CODE ELEV. +50.0' 5. RAILING TO BE WOOD FIN15HED GEILIN T. a LO OFOUND $ POSTS FOR NV. DECK: WD. P.T. POST 4 12" m P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) = 0 PROPOSED Q W 2ND STORY DECK PROPOSED J O ROOF DECKj Vim' O dJ EX-O ISTING SECOND FIN15HED FLOOR S 3 —j � r-j EV. +20.8'---------� Y O i MEH Lim z lq* Q Z rl V' w W FINISHED GEILIN T. Lo m Tq kn mm- - - W Q -MIN. 4" BETWEEN EDGES OF --- - PROPOSED Q t Q m I-I/2" SC�UARE BALUSTER 15T STORY DECK - - (STYLE TO SELECT) 3 o S H 51MP50N JOIST _ J HANOER5 EXIST. FIRST FINISHED_FLOOR PROPOSED U J 5/4"x6" P.T. DECK ELEV. +10.0' 15T STORY LANDIN5 4 -- - m I w BOARDS �- STAIRS Q 4 4 4 4 4 � BASELINE .. P.T. D.J. AS PER PLAN P05T GAP AS PER FAST ELEVATION (FRONT) MANUFACTURE 10 PERMAGAST COLUMN SCALE: I/4" = I'-O" COLUMN BASE AS PER MANUFACTURE N GRADE I I ° 11, 12"4') '50NOTUBE' FILLED 11 SOLID w/ P. GONG. N a ° (MIN. 4,000 P51) °1 I z II II 11 I O i (2) #5 HOR. REBAR 1 I BIGFOOT FOOTING II II (2) #5 BENT (MODEL# BF26) II . REBAR ] IV -JJ tL^=- EX7ERICR HOOD DEC< DETAIL �-201.00 50ALE: 5/4" = 1'-0" w 0 U HOUSE NOT APART OF FILING; FILING DONE BY OTHERS w a 0 PROJECT: PROPOSED D U B I N S KY EXTERIOR SHEATHING 2ND STORY DECK PROPOSEDDEC K ROOF DECK �51DING MATERIAL BUILDING PAPER 4 HOUSE WRAP TO FULLY OVERLAP FLASHING 2300 CAMP M I N EOLA ROAD HOUSE STUD WALL GAP FOR I DRAINAGE 5/4"x6" COMPOSITE MATTITUCK, NY, 11952 DECKING (U.O.N. ON PLAN/ "Z" FLASHING SECTION/DETAILS) � 2 DRAWING TITLE: FLASHING PROPOSED EXTERIOR ELEVATIONS DRIP EDGE P.T. DECK JOIST (I) P.T. 2"x TO MATCH DEPTH OF c= COUNTER AS PER PLAN DESIGN DETAILS FLA5HINO INTERSECTING JOISTS FASTENED w/(2) 5/5" 4' x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® 16" O.G. INTO MUD SILL 4 METAL OALV. JOIST HANGER PROPOSED RIM BD.;WHEN ® FOUND. WALL FASTEN BY '51MP5ON' (OR EQUAL) ® 15T STORY DECK w/(2) 5/6"0 x 5" LONG APPROVED EA. JOIST MASONRY ANCHORS ® 16" O.G. I5T STORY LA3 ND NO $ 3 3 PAGE: "Z" FLASHING STAIRS PROPOSED IST STORY LANDING 4 A-20100 HOUSE STUD WALLA STAIRS 2 LEL)OER OONNEOTION 1�)ETAIL ,0-201.0DATE: 01/25/22 5 OF 6 0 4 4 4 SCALE: I" = I'-O" NORTH ELEVAT 10N (R I OHT SIDE) ­ A C SCALE: 1/4" = 1'-0" p� lz Z : u �0 SOF NES O ELEVATION NOTES U Q � O ONEW 5/4"x6" 'AZEK' (OR EO.) DECK SKIRT: UJ 04 PROVIDE AT NEW SECOND FLOOR BALCONY J TA 10" 5TRUCTURAL PERMACA5T 5OUARE COLUMN, Q LJ }: O2 LENGTH 14' (HB$G) Z O RAILING NOTE: 3 Z I. 42" HIGG H GUARDRAIL $ SPINDLE SPACINO J = NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; J �— J 56" HIGH HANDRAIL d SPINDLE: 5PACIN5 NOT H Ln Y TO ALLOW PASSAGE OF A 4" 0 SPHERE O 2. GRIPPABLE RAIL AS PER CODE O 5. RAILING TO BE HOOD (L Lo m O FOUND 4 P05T5 FOR WD. DECK: HD. P.T. P05T d 12" 4) P. GONG. PIER UPON FOOTING A5 O PER DECK DETAIL (TYP) = 6 HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; F- cr FILIN5 DONE BY OTHERS FILIN5 DONE BY OTHERS ZQ W J J co EXIST. RIDGE HEIGHT ----------- I Z O ELEV. +30.0' ri FINI HED CEILING HT. vi 0 az 'H U- wW Lo = vi PROPOSED `' 0 O g ROOF DECK O dJ " EX_15TIN_G SECOND_FINISHED FLOOR ELEV. +20.6' ITW w F- U W FINI HED CEILING_HT. m U J N Q PROPOSED EXIST. FIRST FIN15HEDFLOOR IST STORY ,�— ELEV_+10.0' LANDING STAIRS BASELINE ELEV. +6.6' EAST ELEVATION (FRONT) 5GALE: 1/4" = 1'-0" z w O >U W F— Q PROJECT: DUBINSKY DECK 2300 CAMP MINEOLA ROAD MATTITUCK, NY, 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: /A-k-202 ■ OO DATE: 01/25/22 6 OF 6 - eD AI?C M p �,TM tpp 9T 0% 7 F 0 �E