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HomeMy WebLinkAbout51150-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#: 51150 Date: 09/04/2024 Permission is hereby granted to: Michael Dempsey 94 Kenwood Rd Garden City, NY To: Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 2350 Haywaters Rd, Cutchogue, NY 11935 SCTM# 111.-6-13 Pursuant to application dated 07/19/2024 and approved by the Building Inspector. To expire on 03/06/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,121.50 CO-ALTERATION TO DWELLING $100.00 Total $1,221.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 44 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 littDs.:/Imwww.sotitlioldtowntivf4ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. P O. Buildinginspector, JUL 1 9 2024 Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant Is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: ��l SCTM#1000- Project Address: Phone#: Email: Mailing Address: 17M P ' CONTACT PERSON: Name: Mailing Address: Phone#. Email; DESIGN PROFESSIONAL INFORMATION: Name: 1265 Mailing Address: Z�; , d�s n K� Y L Phone#: 6"3 k � Z � Email. ;_-. '. . 4ryX e- CONTRACTOR INFORMATION: Name: OSrL- Mailing Address: [I0 Ll Phone#: 7 mail; P. DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Clther Will the lot be re-graded? Kes ❑No Will excess fill be removed from premises? ❑Yes o 1 ............. PROPERTY INFORMATION Existing use of property: 51 rtGt Lti M I` Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to L this property? ❑Yes El No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION 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 Caws,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 an premises and In building(s)for necessary Inspectlons.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Caw. Application Submitted By(pri ame): Poe, „Kuthorized Agent []Owner Signature of Applicant: Date: 10/70 7 STATE OF NEW YORK) COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing con ract)obove named, (S)he is the (w i tie (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 L 2Q, '14 r . Notary Public JAN E M NOTARY PU= PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) DtiFMP WFFOLK TIMM EXPIRES DECEMBEF 31., k'F ,, residing at Nk � � ��- CI` do hereby authorize -,> A�S "m to apply on my behalf to th Try n of Southold Building Department for approval as described erein. t � nePs ig ture ate a I, mm P Print Owneet Name 2 m' Z " W OK CERTIFICATE OF Co ensi�tfor NYS WORKERS' COMPENSATION INSURANCE COVERAGE leaf 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured GONCALVES CONSTRUCTION CORP. (516)852-7655 1005 BOWLING GREEN DRIVE 1c NYS Unemployment Insurance Employer Registration Number of WESTBURY, NEW YORK 11S90 Insured Work Location of Insured(Only required if coverage is specifically limited to Id.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 30-0396961 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) FARM FAMILY CASUALTY INSURANCE COMPANY TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box"I a" TOWN HALL ANNEX 3101W6262 54375 MAIN ROAD P.O.BOX 1179 3c.Policy effective period 01/23/2024 to 01/23/2025 SOUTHOLD, NEW YORK 11971-0959 `- 3d.The Proprietor,Partners or Executive Officers are included.(Orly 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 A 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 L.aw. Under penalty of perjury,I certify that I am an authorized representative or I'icensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: George R. Grossmann (Pri " erne of of z presentative or licensed agent of insurance rner) Approved by: 06/24/2024 (Signature) (gate) _ _:-... -- Tide: Agent, LUTCF Telephone Number of authorized representative orlicensed agent of insurance carrier: (631 439-4650 ti 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. I C-105.2 (9-17) www.web.ny.gov i Workers' Compensation Law Section 67. 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 ally 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 emooyees 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 DATE(MMIDDIYYY1r) AC40RO CERTIFICATE 4F LIABILITY INSURANCE EK 06/24/2024 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 ADOITIO'NAL INSURED, the policy(les)must have ADDITIONAL.INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not col7fer ri hts to the certlflcate holder In fleu of such endorsements). CON AC PRODUCER N T GEORGE GROSS M NN�_ F` . P NE 9-4651 631-43 GEORGE R GROSSMANN,LUTCF A No °631-439-4650 A� _ FARM FAMILY CASUALTY INSURANCE COMPANY A_ •SS; - 3920 VETERANS MEMORIAL HIGHWAY,SUITE 4A INSURER(S)AFFORDING COVERAGE NAIC* BOHEMIA„NEW YORK 11716 INSURER A: FARM FAMILY CASUALTY INSURANCE COMPANY 13803 INSURED 1NSUPER B: SHELTERPOINT LIFE INSURANCE COMPANY 81434 GONCALVES CONSTRUCTION CORP. +NLq@_F ••••-°. 1005 BOWLING GREEN DRIVE INSURERD: WESTBURY, NY 11590 INjUJ ERE: -m. INSURER..F-, COVERAGE,$ CERTIFICATE NUMBER: 128699 REVISION NUMBER. T'HNS IS TO ERTIPY"THAT'THE POLICIES OF INSURANCE LISTED kSELOW HAVE BEEN ISSUED TO THE.INSURED NAMED A80v 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. L R AG S�yBR S .-. t"PE OF INS4JRAFCCE' BNS�+do VD POLICY AVYJI9BER II iC EFF POLICY FY C D MOLIC IY A X COMMERCIAL GENERAL LIABILITY 3101 L6392 01/23/2024 01/231202.5 EACH OCCURRENCE _ 1 100E7 00 CLAIMS-MADE ,OCCUR REM a o cu�rrerred 0 p McDExp(Aa5 usw7 S 5,00 , PERSONAL&04INJUFIY— 1 000(�'0 GEN LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 7PRJECT O- ❑LOC PRODUCTS-CCMPAGG S 1 00000 X POLICY ...... POP ".....S O'I H51 ..., I uL L AUTOMOBILE LIABILITY f s eocldeczlp— S ANY AUTO BODILY INJURY(Per person) S O ED SCHEDULED BODILY INJURY(Per aorxdend,l $ A�CNS ONLY AUTOS ' �� HRRL AUTOS ALIT'ONLY AU TfJS ONLY gter ar.�rcdarlry $ UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LLAS CLAMS-MADE AGGREGATE $ , DEO RETENTICN S ... $ AvaoR E s COMPENSATION 3101 W6262 iq3/2 i25 AND EMPLOYERS'LIABILITY YIN G I ACCIDENT S 1,000„000 '" TIVE E.L.EA h ANY PROPRIEfiAR E CL dDRICXEIs J NIA 0'0 %BFFdER%XVCEIdIIRIXCLUCuEt7" E.L DISEASE-EA EI4PLOYEE S 1 0000 In ll yes d�es�wk ) E.L. SEzA E-POLICY UNLIT s 1„000,000 B NYS DB �vde KLI, atory 10-SCRIIPTION OF O '.ERATION. bslcw L D312127 INUOUS STATUTORY DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 1101„AddRional Remarks Schedule,may be attached if more space is required) SCOPE OF WORK: PATIO IN CONCRETE JOB LOCATION: 2350 HAYWATERS ROAD, CUTCHOGUE, NY 11935 CERTIFICATE HOLDER CANCELLATION "OF SOUTHOLD BUILDING DEPARTMENT ACCORDANCE WN DATE POLICYTHEREOF, REOF, NOTICE WILL BE DELIVERED _.. _. TOWN .....m DESCRIBED POLICIES BE CANCELLED BEFORE IN TOWN HALL ANNEXPROVISIONS. 54375 MAIN ROAD P,O. BOX 1179 AUTHORIZED REPRESENTATIVE SOUTHOLD, NY 11971-0959 I '1988.2015 ACORN CORE TI N» All rights reserad. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD fZGenerated by REScheck b Software Compliance Certificate Project Dempsey Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 2350 Haywaters Road Robert Stromski Cutchoque, NY 11935 STROMSKi architecture, p.c. PO Box 1254 jamesport, NY 11947 631-779-2832 robert@stromskiarchitecture.com t r,,, e • • Compliance: 6.2%Better Than Code Maximum UA: 339 Your UA: 318 Maximum SHGC: 0.40 Your SHGC: 0.37 The°'Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies • 0 • Ceiling: Flat Ceiling or Scissor Truss 1,298 19.0 19.0 0.026 0.026 33 33 Skylight:Wood Frame 21 0.320 0.550 7 12 SHGC:0.42 Masier:Cathedral Ceiling 296 30.0 0.0 0.034 0.026 10 8 Den Ceiling:Cathedral Ceiling 261 21.0 0.0 0.048 0.026 13 7 Existing Walls:Wood Frame, 16"o.c. 1,123 15.0 0.0 0.077 0.060 64 50 Door 1: Solid Door(under 50%glazing) 45 0.270 0.320 12 15 Door 1:Glass Door(over 50%glazing) 67 0.280 0.320 19 21 SHGC:0.31 Window 1:Wood Frame 178 0.290 0.320 52 57 SHGC: 0.42 Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 1 of10 f m ma ff -e ® m e - e m New Wall:Wood Frame, 16"o.c. 499 21.0 0.0 0.057 0.060 24 25 Door: Glass Door(over 50%glazing) 67 0.290 0.320 19 21 SHGC: 0.31 Window:Wood Frame 16 0.290 0.320 5 5 SHGC:0.31 Main Floor:All-Wood joist/Truss 1,812 30.0 0.0 0.033 0.047 60 85 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations subi�iitted with the peinnit application.The proposed b,ui Ing has beers designed o sheet the 2018 iECC requirements in REScheck Version : REScheck-Web and to comply with the mandato equire erifs ed i he REScheck lnspectiog Checklist. 7 2 "Name-Title ��— Date 1 Slgfi Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 2 of10 R Scheck Software Version R Sc eck-Web Inspection Checklist Energy Code: 2018 IECC Perri iirements; n.o% were addressed diCectly in the REScheCk snf ware Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. _ .. Section Review Plans Verified FieldVerified Complies? Comments/Assumptions tions & Re ID lue V 103.1, :Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the Ar, building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. _ ". p'302 1, Heating and cooling equipment is Heating: Heating: ❑Cam lie s 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2J2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable ,. ❑Not Annlirahk- aNN,weed by the code official. Btu/hr Btu/hr Additional Comments/Assumptions: 1 High Impact(Tier l) 2 Medium Impact(Tier 2) 3 .. Low Impact(Tier 3) Project Title: Dempsey Residence Deport date_ 07/17/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions e �u,d...... _4„ __,_ ___,_&.m_�.. a.,.. _ - 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in,to . below ❑Not Observable' grade. ❑Not Applicable .�.,.. Snow-and ice-melting .. ..... ...... .....,,.... .. ...�.. ,,m ,,,, . . ... ._. ...�.... 43„9 g system controls,❑Complies (FO12]2 installed. ❑Does Not '^ ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: W.1. Hrgh impactIT(Tier 1)IT 2^Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 4 of10 Section Plans Verified Field Verified e# oG Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions 9 i 402.1.1, ;Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]" ❑Not Observable ❑Not Applicable 402.1.1, average).-factor(area-weighted U U- ❑Complies See the;table for values a Assemblies Glazing g ❑Does Not 402.3.3, []Not Not Observable [FR2]1 ❑Not Applicable ..................................... . .......... ...................................� 303.1.3 'U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taker?from the default table. ❑Not Observable � ❑Not Applicable 402.1.1, SkylightU-factor, U-��,,- ' U- ❑Complies See the Envelope Assemblies 402.32.3, ❑Does Not table for values. 402.3.6, 402.5 ❑Not Observable [FR511 ❑ivot Applicable ..v._.. .............. ....................... . 402.4.1.1 •Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not nctn irtnnc, ❑Not Observable __ , . . de . �.�.� ��M �.,�. ,,,„ ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑""Ot Observable 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<_2.0 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 nnri >_ R-6 where < 3 inches.Supply and LJNat Observable 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. 403.3.2Ducts, air handlers and filter ® o ❑Complies [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. ..� w . .... . . ...... �. . e '403.3.5 Building cavities are not used as ❑Compplies [FR15]3 ducts or plenums. ❑Does Not Ao ❑Not Observable ❑Not Applicable i403.4 z HV C -- ----- _ a _. ... ............ _... „ 403.4 HVAC piping conveying fluids R- R ❑.Complies above 105°F or chilled fluids ❑Does Not f below 55 °F are insulated to>_R- 3 ❑Not Observable ONot Applicable 1l1gh In7pact(Tier 1) 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 5 of10 section Plans Verifleti IField Verified Re l Rraminq/Rough-in Inspection value Value om�pli'es� Comments/Assumptions � .� _. ............................. ..._. .__. __� ...... .. _ ., _ 403.4.1 Protection of insulation on HVAC ❑Complies (FR2411 piping. 13Il3oes Not ^ F INot Observable C Not Appilcabi ,.....,. ...... . ... .... .._. _ _..,... �... ,....mm... ..,,,,., .. .�, tl 403.5,3 Hot water pipes are insulated to R- R- ®Complies iFR18 2 2:R-3. ❑Does Not ]Not Observable Not Applicable 4£� .8 Automatic ._ or gravity dampers are IlComplies IFRI912 installed on all outdoor air (ElDoes Not Intakes and exhausts. []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: ._ � 1 High Impact(Tier: Medium Impact(Tier ) 3 Low impact(Tier 3) Project Title: Dempsey Residence Report date. 07/17/2� Data filename: Page 6 ef10 Section Plans Verified Field Verified ® Insulation Inspection m value Complies? Comments/Assumptions p er °segw°u..�. ... [ ..�.. [.. ....�............._........- __ � °t..,- , 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values []Does Not provided. []Not Observable ❑Not Applicable insulation ,. .,...__... ❑ ❑ ..table for 402.1.1, Floor Insulation R-value. R- R ❑Com Iles See the Envelope Assemblies 402 2 6 Wood Wood ❑Does Not values. [IN111 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the A, 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. _ .. —— --------- ....w.._...�.......... 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass Mass nn.Jot Observable [IN3]1 exterior,the exterior insulation ❑ requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 'Wall insulation is installed per ..,... ,..v ❑Complies [!N4)1 manufacturer's instructions. LIL7oes Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High 11 I 11 mpact(Tier 1) 12 Medium Impact(Tier 2) 3TLow Impact(Tier 3) J Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 7 of10 # _ Final Inspection Provisions clue Value Complies?section Plans Verified Field Verified p Value ® ® Comments/Assumptions er _ its 6 ........... .. �---------..._.. . ,_. ..... ...., ... �,, 402.1.1, Ceiling insulation R-value. R R- IOComplies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑402.2.E Steel ❑ Steel ❑Not Observable [Fl1]1 ❑Not Applicable 303.1.1.1, .- ..... _ — _�.�� �... ..— m ., ....—....�..... ...... ..� ....... 'Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every MNnt obsenlable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over irs!I!atierl. ❑Not Observable extends _ ❑Not Applicable w 2.2.4 Attic access hatch and door R-W � � ' R--� . ���� ,�.���_��_ITITITITITITITIT ❑Complies [FI3]1 insulation aR-value of the ❑Does Not adjacent assembly. ❑Not Observable LiNot Appiicabie 402.4.1.2 Blower door test @ „w.__...._____... 50 Pa. <=5 ___ _ CH 50 ❑Complies..... ...�. ...�..�. ACH 50 — A ._ ._ _.., [FI17]1 ach in Climate Zones 1-2, and j❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable L.. _._.. ._. _ ❑Not Applicable pressure tested to cfm/100 c f m.nn�n _ __ 403.3.3 Ducts are p fm/100 ❑Compiles [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including :the manufacturer's air handier enclosure if installed at time of j 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. 403.3.4 'Duct tightness test result of<=4 cfm/100 cfm/100 [ Complies a rCIA11 �Fn.n,I1QJ 11+12 across the SyS4�cu or Ri�2 f2 n ut7oes NoL <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in I❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. _._._._._._...—.. ........_. ................... ....... . _......_.......__. 403.3,2 1 Air handier leakage designated ❑complias' , [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable �. _. ......................................................... 403 1.1 Programmable thermostats ❑_Complies [F[9]2 installed for control of primary ODoes Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable WW__. _._._...... ......�...._ _._.�......---------------- ����� �����000. 000 --. _........ 43.01.2 Heat pump thermostat installed ❑Complies [Fi10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable . ....__— . ...... ...�.....-....... 403.5.1 Circulating service hot water ❑Complies rFll 112 systems have automatic or ❑Does Not systems accessible manual controls. Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 8 of10 ,7_ Section Plans verified Field Verified # Final Inspection Provisions 'iaauQ ®la9s!e Complies? Comments/Assumptions �te9,1 _.��� ..... ---_ .! ..... .... ... ............... ... �... . ..................... 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable R403.6.1. ❑Not Applicable .. 403.2 through one-le two-pipe heating ❑ _.. .. 403.2 Hot water boilers supplyingheat ❑Complies 2 Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperahim.ha.sed nn nutrinor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems [ Complies [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- ONot Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal .0 h.. ra�cr�cTai�� tiri—in th.e 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. _ ............ ..... ... 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 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. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump MNot Observable and iifhhit the tenhuerature of the water entering the cold water ❑Not Applicable piping to <= 1044F. „ o000 � o... .. .,._.o.. 403.5.4 Drain water heat recovery units ❑Complies (FI31]2 tested in accordance with CSA ❑Does Not 555.1. Potable.uate,-s;de 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 ❑Complies [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable :❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Applicable 1 H� h Im act(Tier 1) 2 Imedium Impact(Tier 2) 3 :Low Impact(Tier 3) Project Title: Dempsey Residence Report date: 07/17l24 Data filename: Page 9 of10 Section Plans Verified Field Verified T # Final Inspection Provisions Value Value I Complies? Comments/Assumptions stag sca&.. 30 � Manufacturer manuals for ❑Complies [Ft )3' mechanical and water heating ❑Does Not systems have been provided. []Not Observable of Applicable Additional Comments/Assumptions: �_.�IT .. Medium Impact(Tier 2) 1Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Project Title: Dempsey Residence Report date: 07/17/24 Data filename: Page 10 of10 Effidency Certificate . . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.42 Door 0.28 0.31 Skylight 0.32 0.42 Heating System: Cooling System: Water Heater: Name: Date: Comments Ll I "OR L Ar FA - ION NlitF..,- DETAC1"_iJ ,...D GARAGI __-� ?%,0 Osl__� D ,.041T .:;.:,vi�li T71) ,y /P _Dd JL_J j1DE C L'C.1'1itecLune, P.C., ry i 36.1 Ey hom/1 - V11*1J P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 2350 HAYWATERS ROAD , CUTCHOGUE ANEW YORK CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCHEDULE OF ABBREVIATIONS AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1 SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.D. ASH DROP GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD A.F.F. ABOVE FINISH FLXP DESIGN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN RY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED �R' BM. BEAM COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA CATEGBRG. BEARING 25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES N/A C.J. CEILING JOIST TO HEAVY MODERATE G.F.M. CUBIC FEET PER MINUTE A CONTINUOUS AIR BARRIER 514ALL BE INSTALLED GLAS CLOSET IN THE BUILDING ENVELOPE. C.O. CLEAN OUT THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SMALL NOT BE USED CON. CONCRETE GENERAL- REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. G.M. CARBON MONOXIDE DETECTOR BREAKS OR JOINTS IN THE AIR BARRIER SMALL CASEMTABLE OF CONTENTS FLOOR AREA5 EXISTING PROPOSED ADDITION TOTAL Gc�T.T CERAMIC TILE BE SEALED. COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,WB SOFT. 474 SOFT. 1,812 5QFT. D. DRYER THE AIR BARRIER IN ANY DROPPED A-1 - DEMOLITION PLAN ATTACHED GARAGE - 292 SQFT. 0 SOFT. 292 SOFT. D.N. DOUBLE HUNG CEILING/SOFFIT SHALL BE ALIGNED WITH THE A-2 - FLOOR PLANS TOTAL LIVING AREA - 1,3M SQFT. 474 SOFT. 1,612 SOFT. DIA. DIAMETER CEILING/ATTIC INSULATION AND ANY GAPS IN THE AIR BARRIER T14E INSULATION IN ANY DROPPED CEILING/SOFFIT Proposed Plans For: A-3 - ELEVATIONS 1 SECTIONS FRONT COVERED PORCH - 19 SQFT. (UNCOVERED) 95 SQFT. D.J. DECK JOIST SHALL BE 5EALE-D. SHALL BE ALIGNED WITH THE AIR BARRIER. W-1 - DETAIL WALL SECTION AND ELEVATION REAR COVERED PORCH - 339 SQFT, (UNCOVERED) 30B SOFT. DN. DOWN ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE W-2 - TABLES, SCHEDULES AND DIAGRAMS DW. DISHWASHER WALL DOORS TO UNCONDITIONED ATTIC SPACE Dempsey F.A.I. FRESH AIR INTAKE SMALL BE SEALED. F.D. FLOOR DRAIN FEN. FOUNDATION CAVITIES WITHIN CORNERS AND HEADERS OR F.J. FLOOR JOIST FRAME WALLS 5NALL BE INSULATED BY Residence FP.5.G. FIREPROOF, 5ELF-CLOSING WAS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A PLATE 5WALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PRESCRIPTIVE DESIGN METHODS FXD. FANG THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. GALV. GALVANIZED OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR 130 MPH WIND ZONES GL. GLASS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN H.B. HO5E BIBB SUBSTANTIAL CONTRACT AND CONTINUOUS INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - H.C. HANDICAPPED ALIGNMENT WITH THE AIR BARRIER. FAMILY DWELLINGS (2018 EDITION) MDR. HEADER THE SPACE BETWEEN WINDOW/DOOR JAMBS AND H.M. HOLLOW METAL WINDOWS, SKYLIGHTS K.S. KITC14EN DESIGN LOADS A ANDLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS LLAV. LAVATORY INK AND DOERS FRAMING,ESEALED. SKYLIGHTS AND FRAMING SMAIJ_ L.G. LINEN CLOSET RIM JOISTS SMALL INCLUDE THE AIR BARRIER. RIM JOISTS SMALL BE INSULATED. 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLACKING AT 4'-0' MECH. MECHANICAL RIM J015T5 USE LIVE LOAD [LB/SQFT.] DEAD LOAD [LB/SQFT.] MIN. MINIMUM INTERVALS (MATCHED WITH 5UBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO MAX. MAXIMUM FLOOR FRAMING CAVITY INSULATION SHALL BE BAYS OF FLOOR AND ROOF DECK SWEET W-1 DRAWING 3. INSTALLED TO MAINTAIN PERMANENT CONTRACT EXTERIOR BALCONIES 60 10 MLDG. MOULDING WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR M.O. MASONRY OPENING FLOOR FRAMING CAVITY INSULATION SMALL BE _ DECKS 40 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. N.I.G. NOT IN CONTACT FLOORS (INCLUDING 23SO H aters Road PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND ABOVE GARAGE AND THE AIR BARRIER SMALL BE INSTALLED AT ANY PERMITTED A IN IN CONTACT WITH THE TOP Yam' PASSENGER VEHICLE GARAGES � IO O.G. ON CENTER EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION DRAWINGS ON SWEET W-2. O.N. OVERHEAD CANTILEVERED FLOORS) Cutchogue, NY I I93S ATTICS WITHOUT STORAGE 10 10 P C POURED CONCRETE INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING 3. LATERAL AND 5WE,AR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE R. RISER AND EXTENDS FROM THE BOTTOM TO THE TOP OF S.C.T.M.#I 000-I I I-6-13 ATTICS WITH STORAGE 20 10 NAILING SCHEDULES OF SHEET .W-1 TABU: 3.4A, 3AA. R. RADIUS ALL PERIMETER FLOOR FRAMING MEMBERS. ROOMS OTHER THAN SLEEPING ROOMS 40 10 REF. REFRIGERATOR EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, REVISIONS 4. WOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN REINF. REINFORCED SLEEPING ROOMS 30 10 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE R.F. RESILIENT FLOORING CRAWL SPACE WALLS SMALL-BE COVERED WITH CLASS I VAPOR INSULATION SMALL BE PERMANENTLY ATTACHED STAIRS 40 10 FOUNDATION AND BROUGHT UP T14R000N THER.R. ROOF 51LL PLATE RAFTER RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWL5PACE WALLS. O S.D. SMOKE DETECTOR DUCT SHAFTS UTILITY PENETRATIONS AND FLUE 5. ROOF WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET � : O GUARDRAILS AND NANDRAILS 200 10 W-1 TABLE 3.1. 5H. 4 PL. SHELF 4 POLE SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SHWR. SHOWERGUARDRAILS IN-FILL COMPONENTS 50 10SPACE 54ALL BE b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S SOFT. SQUARE FEET O FIRE ESCAPES 40 10 SPECIFICATIONS. TtG TONGUE 4 GROVE BATTS IN NARROW CAVITIES SHALL BE CUT TO T.G. TERRA COTA NARROW CAVITIES FIT, OR NARROW CAVITIES SMALL BE O 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE TEMP' TEMPERED GLASS PERMANENTLY ATTACHED TO THE CRAWLSPACE UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SWEET T.O. TRIM OPENING WALLS, W-2. TYP. TYPICAL O V.I.F. VERIFY IN FIELD GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN O 8, ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED W. WASHER GARAGE AND CONDITIONED SPACES. IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.C. WATER CLOSET WIDTH OF THE 5HEATING SUBSTRATE BEING USED. WD' WOOD RECE55ED LIGHT FIXTURES INSTALLED IN THE RECESSED LIG14T FIXTURES INSTALLED IN TWE O W.F. WATER FOUNTAIN RECE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SMALL BE AIR W.N. WATER NEATER TO THE DRYWALL. TIGHT AND IC RATED. O W.I. WALK-IN W.W.F. WELDED WIRE FABRIC BATT INSULATION SMALL BE CUT NEATLY TO FIT O AROUND WIRING AND PLUMBING IN EXTERIOR PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION O READILY CONFORMS TO AVAILABLE SPACE SMALL EXTEND BEHIND PIPING AND WIRING. O WALL LEGEND: SYMBOLS: THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SMALL BE INSULATED. O EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. EXISTING WALL TO REMAIN 5.D.La SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED THE AIR BARRIER SHALL BE INSTALLED BEHIND O EXISTING WALL TO BE R61OVED S'D' SINGLE AND MULTI-STATION SMOKE/ CARBON MONOXIDE ALARM TO BE INTERCONNECTED AND HARDWIRED ELECTRICAL/PWONE BOX ELECTRICAL OR COMMUNICATION BOXES OR O G.M. ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. ® NEW 2' X 4' WOOD FRAME WALL C.M.M CARBON MONOXIDE DETECTORS SMALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED WAG REGISTER BOOTS THAT PENETRATE O ® NEW 2' X 6' WOOD FRAME WALL 1� LOAD BEARING WALLS � WINDOW DESIGNATION (SEE WINDOW SCHEDULE) NVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLAOR OR DRYWALL. O l NEW P.C. CONCRETE WALL O DOOR DESIGNATION (SEE DOOR SCHEDULE) WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SECTION MARK (DWG#/SHEET) SPRINKLERS SMALL ONLY BE SEALED IN A O FIRE BRICK "�� MANNER THAT IS RECOMMENDED BY THE O ESIVE STANDARD BRICK /� M DETAIL SECTION MARK (DWG#/SWEET) CONCEALED SPRINKLERS SEALANTS SHALL NOTUFACTURER. E BE NG USED TO FIOTHER �LLIVOIDS DROPPED MASONRY DETAIL DRAWING MARK (DWG#/SWEET) BETWEEN R SPRINKLER COVER PLATES AND SEAL FRAME n DWELLING R-40 ZONING DWELLING NON CONFORMING SET BACKS ACCESSORY STRUCTURE SETBACKS -A SHED FRONT - 501 LOT SIZE: 20,000-39,000 S.F. L.OT SIZE:MAX NEIGH 7 -, 0-3 t 000MIN SETBACK OF 20' IPF 120, IIE 294.00 EVERGEENS _0 SIDE YARD - 15' FRONT - 40' A COMBINE - 35' SIDE YARD - 15' N87o5900 4�c REAR - 50' COMBINE - 35 C) (A N 20% LOT COVERAGE E ROT 50' 000VERAGE 9T a29169 O 150 WIDTH (NON-CONFORMING) OF N� 00 M N 29,357 S.F. LOT AREA CURRENT LOT COVERAGE OF PROPOSED: 12.5% REMOVE EXISTING REAR DECK � Copyright 2023.STROMSKI architecture,p.c.AIl rights O reserved.The Architect reserves the right to reproduce this NEW COVERED v alteration of these PROPOSED ZONING= ACCESSORY STRUCTURE SETBACKS design in its entirety d or any portion thereof.Unauthorized documents is a violation of the New York RE1AR DECK —n FRONT — 92.5' State Education Law.These drawings and specifications are LOT SIZE: 29,OW S.F. $ an instrurrie,t of service and are the property of the Architect SIDE YARD - 21.9' MAX HEIGHT - 20'-7' (RIDGE NEIGNT) These drawings and specifications are not to be used on any � , __ _ _ ----- -; SIDE YARD SETBACK: 27.2' other project,except by written permission of the Architect. COMBINE - 46.1 O PROPOSED DETACHED GARAGE T- _ _ i REAR (MAIN RESIDENCE) - 144.75' W1TM HALF TH I L _ 12.8% LOT COVERAGE PROJECT NO. I9-AR027 I 100.22' WIDTH (NON-CONFORMING) O 810' _ ' Lot 3 6 7 29,080 S.F. LOT AREA SCALE AS SHOWN DATE 07/IO/2024 000 O '�'�'O CURRE NT LOT COVERAGE OF PROPOSED: 12.8% DRAWN BY TLD/MED CHECKED BY RS Subdivision - ,,Map of �' o M� II o �..� TITLE 11 POOL I Section D, Nassau Point 0 a I I ED FRONT O p I I .I PORCH Club Properties, Inc." E o c U) 0 o tL = 6, - Project Info +Nv L __ __ _ J Proposed ___ m Site Plan POOL PATIO PROP05ED 474 S. w o ADDITION _ tV IPF CEDAR TREES Q SHEET 587059 ' 00"W N o WDF -4 C7 C7 287.00' IPF Cn _n Ln -n Ln A - 1 I PROPOSED SITE PLAN Scale: 1" = 20-0" A-I � . DOOR SCHEDULE WINDOW SCHEDULE , SYMBOL MANUFACTURER TYPE ......... DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS �A ANDERSEN DOUBLE HUNG 2-TW3O46 11.5 SF. 20.62 SF. 29.7 SF. YES GRILLE PATTERN PER OWNER ,.,,M.,, 1 OI 3¢x 6�' HINGED 3068 HINGED 3068 UNIT WITH STATIONARY ® ANDERSEN DOUBLE HUNG 3-TW2846 15.21 SF. 26.94 5F. 39.84 SF. NO GRILLE PATTERN PER OWNER I � I 6 T14ERMATRU 1468 SIDELIGHT .. _ ...._.. �. s....t 51DE11GNT 1468 © ANDERSEN DOUBLE HUNG 2-TW26210 5.56 SF. q.68 SF. 16.18 SF. NO GRILLE PATTERN PER OWNER '� Q a HINGED I WI QD ANDERSEN DOUBLE HUNG TM621O 2.75 SF. 4.54 5F. 8.09 5F. NO GRILLE PATTERN PER OWNER .. . .,. ..� ._ ...�J V .......... ._ ._�... O5 x 6 DOUBLE HINGED FWH5068 STATIONARY FWH2768 PANEL EACH 046 architecture, p.c. 2 E x 6 ez ANDERSEN SIDELIGHT 2-FWH276M 51DE 0 ANDERSEN DOUBLE HUNG TW3 5.75 SF. 10 31 SF. 14.85 SF. YES GRILLE PATTERN PER OWNER O3 3¢x 6 rT14ii;:WRUM INSULATED METAL HINGED FIRE RATED 3/4 11 ❑F ANDERSEN DOUBLE HUNG TW3042 5.26 SF.. q.45 5F. 13.81 5F. NO GRILLE PATTERN PER OWNER INTERIOR DOORS ❑G ANDERSEN GLIDER G436 5.10 5F. 8.5 5F. 13.54 SF. NO GRILLE PATTERN PER OWNER P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2932 FAX(63I)779-2833 �H SYMBOL SIZE TYPE REMARKS T.B.D. BASEMENT SLIDER T.B.D. 1.5 5F. 3.0 5F. 3.5 5F. NO VINYL SLIDING UNIT G I Ex b HINGED DOOR STYLE PER OWNER ❑J ANDERSEN CASEMENT CW14 6.8 5F. 7.2 5F. q.5 SF. YES GRILLE PATTERN PER OWNER NOTES: OB 24 x 6 Q HINGED DOOR STYLE PER OWNER I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF AM E Ig96 AND OF ASTM E 15%. IF IMPACT OG 2 E x 6 HINGED DOOR STYLE PER OWNER RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF V SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS UD 2�x 6 HINGED DOOR STYLE PER OWNER MUST BE FASTENED AS PER TABLE R3012.1.2 ON SHEET W-1. OE 3Qx 6 DOUBLE HINGED DOOR STYLE PER OWNER O 4 x 6 Q BYPASS DOOR STYLE PER OWNER NOTES: 2 I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M1551LE TEST OF ASTM E 19% AND OF ASTM E 18%. IF IMPACT A5 RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R3O12.1.2 ON SHEET W-1, 4 3/4' q'-10' 5'-4 I/4' 4 3/4 4 3/4' ' ------------- , 4' X 4' ACQ POST WITH AB44 POST ANCHOR ------------- i (PROVIDE 1/2' ANCHOR BOLT) A5 P_I _ ___ _______ _A _ ____------P- r Proposed Plans For: ffl, i � _ � TRIM BACK EXISTING Dempsey ROOFING AND SOFFIT EXISTING WINDOWS TO BE FRAMING AS REQUIRED ------- REPLACED. VERIFY IF R.O. u NEEDS t0 BE MODIFIED i • - - - FOR NEW WINDOW UNITS Residence c e 1 1 x REPLACE EXISTING OVERHEAD DOOR STYLE TO EXISTING BASEMENT � WINDOW 70 BE REPLACED BE DETERMINED BY OWNER _ ________ _ LIKE-IN-KIND l Z2- X 6' ACQ LEDGER BOARD II01 1 FASTENED WITH 3M' DIAMETER LAG \ II00 BOLTS STAGGERED TOP AND \ II BOTTOM EVERY 32' WOCz F00 LIVING ROOM 2350 Haywaters Road GARAGE WOOD FL OR 00 Cutchogue, NY I I935 ON SLAB EXISTING DOORS TO BE o N z S.C.T.M.#I 000-I I 1-6-13 REPLACED WITH NEW UNITS -x� N�1►J REVISIONS 1 SAWCUT EXISTING SLAB 00 AND POUR NEW 30' X 30' X O 12' DEEP CONCRETE 00 FOOTING. TO' OF FOOTING 4' BELOW SLAB.ol O EXISTING STAIR TO BE - __ __ r F_� e_ IX. 3)2'x10" DROP GIRDER REMOVED AND REPLACED o WITH NEW STAIR *O I PROVIDE 2 X 4' WOOD STUD WALL WITH R-15 BATT O ------ - ------ 1 --- 40 J3'-1' 41 INSULATION AND MO5TURE/ r- _ NEW STANDARD DIAMETER AROUNMOLD D BASEMENT STAIR. O �' � STANDARD STEEL COLUMN 1 r CII= 00 WITH 114' THICK TOP AND PROVIDE TREATED LUMBER U O BOTTOM PLATES. PATCH PLATE AFTER COLUMN PROVIDEWALLS O BE REMOVED.PROPE:R BRACING I00_ _ SEAT TO LOCK COLUMN I M `r O TO SUPPORT EXISTING I I -i`!�- i I I CEILING AS REQUIRED I I - 00 PLACE w EXIISTTIIN�G BASEMENT REPLACED �O EXISTING WINDOWS TO BE I - 05 0 to LIKE-IN-KIND • REMOVED. PATCH WALL AS 11 z& O REQUIRED I I I CN N i L_ - ° 10 o I IF VINYL FLOORING i L--- 1 O AF MILS' ROOM 1 L__ I �--- VINYL B I- x (2) 2' x lo' Ex15TING BASEMENT O WOOD FLOOR I I -1 i� 3 NEW FOOTING TO MATCH O FLU5H WINDOW TO BE REMOVED, _ HEADER EXISTING HEIGHT. ALIGN I I 0 E I CUT NEW ACCESS TO NEW O v- I NEW SLAB WITH EXISTING "' REMOVE KITCHEN AND \ II S.D. BASEMENT. 11� 1 I� I APPLIANCES IN THEIR 1 -- I I I WINDOW TISTING O BE REMOVED.NT G.M. OPENINGPROVID 42' X FULL HEIGHT ENTIRETY. PREPARE FOR ° WALL t0 BE FILLED IN O 1 _ NEW LAYOUT DO WITH CONCRETE I _ _ Z O III ---(�;�n- --- -lI iI .� C.I DRILL 4GROUT#5 REBAR @L ul C- : I1 SEAL L L 1 1 y ON CENTER DRILL 4 GROUT #5 REBAR @ a? EXISTING FIXTURES TO BE EXISTING FIXTURES TO BE 12' VERTICALLY ON CENTER - REPLACED REPLACED AND RELOCATED !'I DOUBLE FLOOR JOIST I I I I 1 ER ARC 1 TRIM BACK EXISTING -- I I I I �oT>6LooR-Eol -- sTR ROOFING AND SOFFIT FRAMING AS REQUIRED I I I 1 cr do I �/ s � UNEXCAVATED X _ � I I N 1 1 FILL AND COMPACT AS REQUIRED ib N DOUBLE FLOOR W5-f EXISTING REAR DECK TO BE REMOVED IN ITS I I I I a.' 1 _ _ 029169 ENTIRETY OF t4E L F-J Copyright 2023.SMOMSKI architecture,p.c.Au rights L- - _ _ _ _ _ _ _ _ _ _ `• I I Y I reserved.The Architect reserves the right to reproduce this -- - - - - - - - - - - - - - - - - ' 1 design in its entirety or any portion thereof.Unauthorized --2QU-BLI FLOOR rJD�__ I sets wings and specifications are ?•' alteration of these docum is York UNDER POST FROM State Education Law.The drawings 1 - - - - -- - - - � r - - - - - - - - -I T- - - - - - - - ::f.• I ( HEADER ABOVE I ' I o an instrument of service and are the property of the Architect m `•; These drawings and specifications are not to be used on any __ __JI I I I I p , except p 1------ -------- --- -- -- `+ -I- ---------T- �;, I I I I /,%� 1 � 9 I/2' TJI PRO 230 FLOOR JOIST � other project,exc t b written omission of the Architect I----- ---- ---1 @ 16 ON CENTER __ PROJECT NO. I9-AR027 - --------- `� I DOUBLE FLOOR 7O15T f A5 _-- - - -- ---1 8' 8'-0 114' 8" 7'-5 1/2' 8' V--5 1/4" .: 8' IV-4 1/2' 11'-4 1/2' I 18' SCALE AS SHOWN DATE 07/I0/2024 - ---------J `• PROVIDE GIRDER POCKET DRAWN BY TLD/MEDCHECKED BY RS 25'-II' I :,. L - - - - - - - - - - - - - - - - - - - - - - - - - - -EGRESS ,. ••..•. ,•,, :.};•' •s.• •:r•• 'Fry. . 1 TITLE - - - - F - - - - - -3 - - ,- - - - -- - © - - - - i Scale: 1/4' r-O'- FOOTING SCHEDULE ; Q WALL FOOTING AS DEMOLITION PLAN S °, i � N i Z' X 6' ACQ LEDG BOARD FASTENED WITH 3/f DIAMETER LAG A-2 EXISTING CONDITIONS (1,338 S.F. HABITABLE) SYMBOL SIZE REBAR REQUIRE MENTS -3 P-3 P� BOLTS STAGGERED OP AND Demo Plan -t&8' ACQ Gil ____ it BOTTOM EVERY 32' WF-1 8'xlb' (3) #5 REBAR CONTINUOUS F ------- ------- Proposed COLUMN FOOTING I y SYMBOL SIZE REBAR REQUIREMENTS 4�4p�� NH�H -------------------------- -1i Iq'-11' 4'-2' Foundation F-I 2424"xl2' (2) #4 REBAR EACH WAY (PROVIDE In' ANCHOR BOLT) ----------------------------- F-2 30'x30'x12' (3) #5 REBAR EACH WAY 3'-5 3/4' 10'-q 1/2' q'-q 3/4, F-3 36'x36'x12' (3) #5 REBAR EACH WAY 2 24'-I" SHEET F-4 42'x42'xl8' (4) #5 REBAR EACH WAY A5 PIER FOOTING 2 PROPOSED FOUNDATION PLAN 5wle= 1/4' - I'-O' SYMBOL SIZE A-2 P-1 18' DIA. X 36' DEEP P-2 24' DIA. X 36' DEEP A - 2 P-3 12' DIA. X 36' DEEP DOOR SCHEDULE EXTERIOR DOOR SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS 1'C�IiteCtUre, p.c. ' 2 a HINGED 3068 HINGED 3068 UNIT WITH STATIONARY �, O 3 2X 6 if T14ERMATRU SIDELIGHT 146B 1468 SIDELIGHT O2 5E x 6 AL A. ANDERSEN DOUBLE HINGED FWH5068 SINGED ARY FWNUNIT PANEL EACH P.O.BOX I254 JAMESPORT,NY II947 2 X 6 SIDELIGHT 2-1�IN2768S SIDE PHONE(63I)779-2832 FAX(63I)779-2833 34 x 6 THERMATRU INSULATED METAL HINGED FIRE RATED 3/4 H.R INTERIOR DOORS SYMBOL I 51ZE TYPE REMARKS IJA 1 1X 6 Q HINGED DOOR STYLE PER OWNER 0 2 a x 6 Q HINGED DOOR STYLE PER OWNER 0 2 E x 6 Q HINGED DOOR STYLE PER OWNER OD 2 E x 6 HINGED DOOR STYLE PER OWNER 2 OE 3Q x 6 Q DOUBLE HINGED DOOR STYLE PER OWNER A5 O 4 a x 6 Q BYPASS DOOR STYLE PER OWNER 10-4 I/2" 18'-6 I/2' NOTES: 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LAW-E, UNLESS NOTED OTHERWISE. 4 3/4' q'-10' 514 4 3/4' 2. GLAZED OPENING PROTECTION SHALL. MEET REQUIREMENTS OF THE LARGE MI551LE TEST OF ASTM E 1g96 AND OF ASTM E IBB6. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD 5TRUCT'URAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF 8' SHALL BE ACK-OUT GIRDER ' HIGH HANDRAIL PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING 5HALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS REQUIRED TO BE WI L ER MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. 3 THAN COLUMN CAP A5 ---- --------------- ---9-13 ------- i Proposed Plans For: ---------- •' ------------------------- - -- Z T -- -- ------ -2 X-i2 H6413ER--- --- -- ------- WINDOW SCHEDULE A4 V 1 = 'I� ,_ , °` 1 ,_ Dempsey I 57' 75I 27' II 43 q8 5-5 SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKSji i I _______ • ----------------- -------------- --i ❑A ANDERSEN DOUBLE HUNG 2-TW3046 11.5 SF. 20.62 SF. 29.7 5F. YES GRILLE PATTERN PER OWNER i 2' X 6' C ILING JOIST I A AO ; Residence ® ANDERSEN DOUBLE HUNG 3-TW2846 1521 5F. 26A4 5F. 39.84 5F. NO GRILLE PATTERN PER OWNER i a X REPLACE EXISTING @ 16' 0 1 CENTER � EGRESS 1 © ANDERSEN DOUBLE HUNG 2-TW26210 5.56 5F. q.68 SF. 16.18 5F. NO GRILLE PATTERN PER OWNER N OVERHEAD DOOR STYLE TO I I _ BE DETERMINED BY OWNER I ® IFY EXISTING R.O. I ® ANDERSEN DOUBLE HUNG TK26210 2.78 5F. 4.84 SF. 8.09 5F. NO GRILLE PATTERN PER OWNER i -- MODIFY AS REQUIRED. 1 I FOR ALL REPLACEMENT I ❑E ANDERSEN DOUBLE HUNG TW3046 5.75 5F. 10.3E 5F. 14.8 (2) 1-3/4 X q-1/4 LV . HEADER5 SF. YES PATTERN PER OWNER I WINDOWS (TYPICAL) 1 0 ANDERSEN DOUBLE HUNG TW3042 526 SF. q.45 5F. 13.8E SF. NO GRILLE PATTERN PER OWNER 1 JACKISTUDS FOR NEW NEW O I I ❑G ANDERSEN GLIDER G436 5.10 SF. 8.5 5F. 13.54 SF. NO GRILLE PATTERN PER OWNER WINDOWS (TYPICAL) 1 ❑H T.B.D. BASEMENT SLIDER T.B.D. 1.5 SF. 3.0 SF. 3.5 SF. NO VINYL SLIDING UNIT j 1 EX. BEDROOM EX, BEDROOM 1 ❑J ANDERSEN CASEMENT CWI4 6.8 SF. 72 5F. 11.5 SF. YES GRILLE PATTERN PER OWNER I I b z 8� WOOD FLOOR WOOD FLOOR I 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL. MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Iq% AND OF ASTM E IBM. IF IMPACT 1 GARAGE 10 - ---145LRIDU-------------- ------------- mo I RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN of 8' SHALL BE ON SLAB 8 93~ 23SO Haywaters Road PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS I ? MUST BE FASTENED AS PER TABLE R3012.12 ON SHEET W-I. I WOOD FLOOR ,a Cutchogue, NY I 1935 I C4 i S.C.T.M.#1000-I11-6-13 I O �� FT I' REVISIONS 1 B O IDE NEF1 KING AND x`° I JACK STUDS FOR NEW WINDOWS (TYPICAL) a S.D. 1 I E (4) 2' X4' IDE4' X4' A O 1 O Q x STUD T TO 1 1 �, UNDERSIDE IDE OF EXISTING PARALLAM PSL P057 I O O O RIDGE 11'-3' 41 31-11 1 (4) 2' X 4' STUD C.M. ' POST (TYPICAL) �1� I I _____ _____ _ _ _ I - --2) 1-3/4" X 14' LVL CONT. UPSET HEADER - ---- W D o I ❑� O (4TYPICAL4" STUD POST ' CLOJ• O - I S.D. ,� I ATGN WALL AS REQUIRES , O O u? - ROUT STUD QQQ 1 O F�PLUMBING �� JUNIOR BEDROOM � b 00 I CH N Q NIN M I VENT FOR TOILET zi.0 WOOD FLOOR i O WOOD FLOOR :4 WOOD FLOOR v 3ATH :a 1,_ I O 1 00 S x ;, VINYL FLOOR L7=9 x t4� I O VENT THROUGH ROOF (TYP.) VENT THROUGH ROOF (TYP.) 1 tom' VERIFY EXISTING R.O. uuu 36 HIC,H n MODIFY AS REQUIRED. 1 A7CH WALL AS GUARDRAIL • FOR ALL S (TYPICAL) " C4' IRED r ROOF 4 I � , >4 B ❑I I PROVIDE 4 X 4 �- 7 PAtRALLAM PSL POST ° BATH _ O 14 0 t Zan I„ O HEADERCC' T. O I - 1 e e I r-------- - ' O " I 2 1-3/4' X 9-I CONT. HEADER " ii , , U I ( ) 2 1-3/ X q-I/4 L CONT. H ER n I 2 X 8 CEI LNG J015 II EXISTING 1/2 sE QED EXISTING I T NG BA D® i I G -- -- -- -- s D Q A H II @ 16' oN TER li i SEAL I II I EXINGGKITC FIXTURES AND UPGRADED _ _ i i, CM T. N E VED AND " 8'-73° S'-5UPGRADED I it 1 %, R AR N I I OOD FLOOR I Cr StRO i 2 2 I I I X 6i -9 LEDGER BOARD FASTENED I I 8 p I s O 10 1 ' ' O II 13„ i2n 1 1 1Ii� WITH 3/5' DIAMETER LAG BOLTSF1 - - I rs STAGGERED TOP AND BOTTOM I I 11 I - - 7 r- I I - - - -i - ' I I i 13" 1 1 �o EVERY 32' u F_ I I - 7 1 1 COVERED REAR PORCH _ I 1 I K17'�}NEN I I T I I I I I- i M i l i i i i 1 i i i M LAV• ' C. I I 1 LAV. W 1 C. I I i LAV. W j C. LAV. i LAV. W I C i i 1 a 4 3-I 4 4-11 3-6 4 3-0 4 t-I b b _4 �--r� N MASONRY OVER CONC. SLAB x- i 'y 029169 O� 14411 J' OF N DISH TUB HIGH GUARDRAIL WASH I 1 1/2' SHOWER 11/2" SHOWER4' X 4' ACQ POST WITH S ED FLAT FIRST FLOOR 1-1/2 -OUT GIRDER AS CEILI CEILIN I � I I I III REQUIRED TO BE WIDER ABM POST ANCHORN I I (PROVIDE 1/2 ANCHOR BOLT) C.O. „ „ �� T2' I I I THAN COLUMN CAP I Copyright 2023.STROMSKI architecture, c.All rights ----_.__ I M I 2 3I , , MASTER BA o I gp g 3 3 " C I Q� MAS OOM reserved.The Architect reserves the right to reproduce this - - J L- - - - - -- „ I " C.O. I 2" 2 j I I - - -- ������Q �-- -- I -X2)-2 X 1`14EW� --- WOOD FLOOR �T IS LOP C.T. j design in its entirety or any portion thereof.Unauthorized - - - - --------------- _ CEIL1 G ILK n I atteration of these documents is a violation of the New York ------ --------------- -------------- -- --------------- --- 1 1 � I State Education Law.These drawings and specifications are 3 L_ t ------ --- ---------- --- ------------ --- ------ ----- - I I I an instnnnent of service and are the property of the Architect. - - I " , I B , o These drawings and specifications are not to be used on any I 2 X 6 COLLAR TIE I 2 X CEI ING J 1 t I - other project,except by written permission of the Architect. 4' n HIGH I @ 16' ON CENTER @ 16 ON I M.G.O. " HANDRAI I ' ' TO SCHD APPROVED ( I PROJECT NO. I9-AR027 SANITARY SYSTEM A5 I I B A5 4 3/4' 41-4' 4'-4' 81-0' 41-5' 4' 5' 16' V-2 1/2' 1111-4' 1 1 SCALE AS SHOWN DATE 07/I0/2024 BSI'1T. FLOOR 1 2 I rti ac IDRAWN BY TLD/MED CHECKED BY RS X;q /2' LVL HEADER 1 D❑ '° i TITLE I (2) 2' X ItV I 1 I A5 v ADECK3 a 6' STNTwE TIC DECKING�I Proposed 2 PLUMBING RISER DIAGRAM Swte: N.T.S. ' HIGH HANDRAIL o A-3 2 First Floor A5 Plan 25'-10 3/4' V-10 1/2' 11'-0 1/2' 4'-2' I PROPOSED FIRST FLOOR PLAN Swte: 114' • 1'_0' 24'-1# SHEET A-3 TOTAL HABITABLE AREA 1,812 S.F. A - 3 Y3xu' .. DOOR SCHEDULE � MATERIAL NOTES . EXTERIOR DOORS AS ROOF CONSTRUCTION SYMBOL. SIZE MANUFACTURER DESIG DESIGNATION VENT AREA UNIT AREA REMARKS 2 .J... . .......:. . ARCHITECTURAL GRADE ASPHALT SHINGLE O 32 x 6 k THERMATRU HINGED 3068 HINGED 3068 UNIT WITH STATIONARY 30 LB. FELT PAPER I x 6 SIDELIGHT 1468 1468 51DELIG14T 5/8' EXTERIOR GRADE PLYWOOD SHEATHING BUILT-OUT HEADER architc CtLir , p.c. O 5 E x 6 Q ANDERSIN DOUBLE HINGED FWH5068 I ED UNIT WI I-3/4' X 9-�' LV`L RIDGE BEAM AS RIDGE BEAM BELOW STATIONARY FWH2768 PANEL EACH _ P.O.BOX I254 2 X 6 $IQEIGNT 2-FWH2768S SIDE 2' X 10' ROOF RAFTERS @ 16' ON CENTER � " " - - - - - - --� � PHONE(63I)779-2832 JAMESP06 I�7 11947 9-2833 2' X 8' ROOF RAFTERS @ 16' ON CENTER 2 X 10 R.R. " PROVIDE GABLE STUDFAX O3 34 x 6 Q THERMA'tRU INSULATED METAL HINGED FIRE RATED 3/4 H.R 2' X 6' CEILING MST @ I6' ON CENTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ @ 16, O.C. 2 X 10 ROOF RAFTER A4 INTERIOR DOORS 2' X 6' AND 2' X 4' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE �j- - - - - - - - - - - -- I @ 16' ON CENTER I WALL AS REQUIRED ATTIC HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) SYMBOL 51ZE TYPE REMARKS PROVIDE ALUMINUM FLA514ING AS REQUIRED AND _ O 1 ax 6 � HINGED DOOR STYLE PER OWNER 1RAFTER TO�PLATE CONNECTORRRIER IN ALL S 'USP' MODE NUMBERS RT7 OR RTIO EDGESI I I i I PROVIDE DOUBLE RAFTER B 24 x 6° HINGED DOOR STYLE PER OWNER I I I I REEF UIR STUD KN T EXISTING O WALL CONSTRUCTION O ROOF R A F-1-2k x 6 AL HINGED DOOR STYLE PER OWNER SIDING MATERIAL I I UD 2 x b HINGED DOOR STYLE PER OWNER 'TYVEX OR EQUAL AIR EXTERIOR INFILTRATION I GRADE PLYWOOD TSHEATH BARRIER ING 1/2' E X 4 TOP PLATE 3 x 6 Q DOUBLE HINGED DOOR STYLE PER OWNER 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' O I I Z I " ' 1 1 '- I I 2 X 10 ROOF RAFTER 1 1 O 4�x 6 BYPA55 DOOR STYLE PER OWNER 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X b' SHOE AND DOUBLE 2' I I I @ 16 ON CENTER X 6' TOP PLATE (AS SHOWN ON PLAN) I o NOTES 1/2' GYPSUM WALL HOARD ALL WALLS AND CEILINGS (MOISTURE I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. RESISTANT WALL BOARD AT BATHROOMS) 1 Cie co I z 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 18M. IF IMPACT 5/8 TYPE 7( GYPSUM BOARD AT GARAGE WALLS AND CEILING I I x t-n RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7A6" AND A MAXIMUM SPAN OF 8' SHALL BE 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR N I o MUST BE FASTENED AS PER TABLE R3012.1.2 ON SHEET W-I. GRILLE PATTERNS) I I ROOFING NOTE REMOVE EXISTING ROOFING DOWN I w 2 X 10� ROOF RAFTER PROVIDE WALL TO ROOF, WALL TO WALL AND WALL TO FOUNDATION � CONNECTORS AS PER SHEET W-2 I co I I a I @ 16 ON CENTER I Proposed Plans For: I I T, EXISTING OR SHEATHING. REPLACE I x N I I I p WINDOW SCHEDULE I I SHEATHING AS REQUIRED. PROVIDE I N NEW 30YR. ASPHALT SHINGLE ROOF Dempsey SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS WITH ICE/WATER BARRIER AT I � = r AANDERSEN DOUBLE HUNG 2-TW3046 11.5 SF. 20.62 5F. 2q.7 SF. YE FLOOR CONSTRUCTION EDGES AND VALLEYS. USE 3oL.B. I-5 GRILLE PATTERN PER OWNER I I FELT MINIMUM UNDERLAYMENT. I I x I I I ® ANDERSEN DOUBLE HUNG 3-TW2846 15.21 SF. 26A4 5F. 39.84 SF. NO GRILLE PATTERN PER OWNER FLOOR FINISHES AS PER PLAN I I I I 1 41 1 I I I I I Residence I L L - - - J L - - - JI 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED C ANDERSEN DOUBLE HUNG 2-TW2621O 5.56 SF. 9.68 SF. 16.18 SF. NO GRILLE PATTERN PER OWNER a TJI 9-I/2 PRO 230 WOOD I FLOOR JOISTS AT 16, ON CENTER SECOND I � ® ANDERSEN DOUBL.E14UNG TM6210 2.78SF. 4.845F. 5.095F. NO GRILLE PATTERN PER OWNER FLOOR --- -- -------- --- - -�- -------EXISTING RIDGE TO REMAIN- - ---- - -------- -- I I r- - - - - - - - J ANDERSEN DOUBLE HUNG TW3046 5.75 SF. 10.31 SF. 14.85 SF. YES GRILLE PATTERN PER OWNER PROVIDE CRICKET I I n ANDERSEN DOUBLE HUNG TW3042 5.26 SF. q.45 SF. 13.81 5F. NO GRILLE PATTERN PER OWNER FOUNDATION CONSTRUCTION REQUIRED G ANDERSEN GLIDER G436 5.10 SF. 8.5 5F. 13.54 SF. NO GRILLE PATTERN PER OWNER (2) 2 X 61 ACQ SILL PLATE WITH SILL SEAL - _ - - - - - I I fl - � � � r T.B.D. BASEMENT SLIDER T.B.A. 1.5 5F. 3.0 5F. 3.5 5F. NO VINYL 5LIDING UNIT 'COP-R-TEX' TERMITE SHIELD ANCHOR BOLTS @ 36, ON CENTER MAX AT EACH SIDE OF EVERY SF LL 1 1 I I I I I I 2' X 10' ROOF RAFTER QJ ANDERSEN CASEMENT CW14 6.8 . 7 2 5F. 4.5 SF. YES GRILLE PATTERN PER OWNER OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' PROVIDE STUD KNEE WALL AS 2' X 10' R.R. I ILI , 11 1 I @ 16' ON CENTER NpTE5= OF EACH CORNER. @ Ib' O.C. REQUIRED TO SUPPORT EXISTING 1 I I I I 1 1 I I I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 8' POURED CONCRETE FOUNDATION WALLS PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 ROOF RAFTERS DOUBLE __ __ 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E M AND OF ASTM E IBM. IF IMPACT 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 2) I X q I LYL RIDGE RE515TANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF 8' SHALL BE " z PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS PROVIDE (3)15 REBAR CONTINUOUS IN ALL 8 xtb FOOTINGS I I I 2350 Haywaters Road MUST BE FASTENED AS PER TABLE: R301.2.1.2 ON SHEET W-1. PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12'x24' FOOTINGS 1-3/4' X 9 In' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) o i i I I� I I PROVIDE GABLE STU z 1 1 at I I I I I Cutchogue, NY 11935 3-1/2 DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4 TOP AND a 1 " " BASE PLATES " " WALL OVER NEW 1 of I I I 2 X 10" ROOF RAFTER I I ,24 X 24 X 12 DEEP POURED CONCRETE COLUMN FOOTING NCI x S.C.T.M.#I000-III-6-13 � � � (2r1'x8 kaw RIDGE AND BETWEEN �� I I m_ I I I I � @ 16 ON CENTER I I 4' POURED CONCRETE FLOOR SLAB WITH REINFORE:CEMENT x- I I �I I REQUIRED I I n m' L _ J L 1 1 REVISIONS 'ANDERSEN' BASEMENT WINDOW I I 81 I I I I I - - - TRIM BACK EXISTING RAFTERS A5 DAMPROOF FOUNDATION BELOW GRADE ,y 1 O PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 x I I I II I I I NREQUIRED EW UPSETTOEADER MOUNT TO FI O INSULATION NOTES 1111 2 xe 2 x8 2 Xe I 2'@ 110':R 1 TOOVISUPPOR�IXI STING ROOF I I O R-30 INSULATION WITH WIRE TIES AT ALL BASEMENT CEILING HEADER( I HEADER I HEADER I I IRAFTERS R-30 INSULATION AT NEW FLAT CEILINGS I 1 1 1 1 RA R-Iq INSULATION WITH BLANKET R-Iq AT MT. CEILINGS I I I I I I O R-15 NSULATION AT FOUR INCH EXTERIOR WALLS (ALL) I I PROVID STUD KNEE WALL - R-30 INSULATION MASTER VAULTED CEILING REQUIRE)TO SUPPORT NEW DOF r -1 O R-21 INSULATION DEN VAULTED CEILING WITH BAFFLE AS REQUIRED RA 2' CLOSED CELL FOAM SPRAY AT BOX BEAMS IN BASEMENT I I 1 I FRAME WALLS TO I I O IDE GABLE STUD I 2' X 10' RA I F1 RAFFTTEER TO S1DEUPPORT �T I I O WALL AS REQUIRED NEW SKYLIGHT (3 TOTAL I @ 16 oN CENTER FROOF 1 1 VEL.UX DECK MOUNTED 1 1 I I I I 1 1 I I O SKYLIGHT V5E-CO4-2105 mu II O W II �' 9 _ _ _ _ _ _ 11 O SIDE OF FTER UNDER - - - - - - I l i FRAME WALLS SUNDER IDE OF RAFTER TO 11 O BUILT HEADER R To SUPPORT II0 BELOP I I 11 J 11 -- - - - - - - - - - - - - - - - -- - - - - - - - - - - I xA 2' X 10" ROOF RAFTER I 1 O I I � @ 161 ON CENTER 2" X 10' ON OF RAFTER - @ 16' ON C. TER N I I 1 A5 A5 II - - -- - - I A5 SEAL 1 1 I GABLE STUD WALL REQUIRED ER ARC STRO�y/ s DOUBLE RAFTER � �•� A5 OF NS TOP OF Rl 14'-il"t Copyright 2023.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect /� " These drawings and specifications are not to be used on any PROPMED ROOF P other project,except by written permission of the Architect state: v4 = 1-0 -v A-4 PROJECT NO. I9-AR027 SCALE AS SHOWN DATE 07/I0/2024 E DRAWN BY TLD/MF.D CHECKED BY RS I F_ TITLE EIE10-1 Proposed E]EIDE], Roof Plan Building oP LMsTl NMI N N N N N N N N K N N N 7[71 I.-F Sections SHEET Q BUILDING sr:criON$ Scale= 1/4" = 1'-0' A-4 A -4 i q„„....... ,„„ ,.w k ...., ,. .. i b y 5 3 r k TOP OF RI EOb wro -- -- -- -- -- architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 PROVIDE 1' AIR BAFFLE AS REQUIRED _ OP OF PLATEk LE MASTER BEDROOM MASTER BATH co Proposed Plans For: Dempsey TOP OF 50 FLOOR Residence :f NEW BASEMENT 4' CONC. SLAB PROVIDE 2' CLOSED CELL SPRAY FOAM TO AIR SEAL i BOX BEAM s� 4. o. y i _BUILDING SECTIONS Scale: 1/4" - 1'-0' •S'. ':'` - A-5 2350 Haywaters Road Cutchogue, NY 11935 2' X 12' NAILER FOR ROOF S.C.T.M.#I000-I I I-6-13 RAFTERS -- -- -- -- -- -- -- -- -- -- OP OF RIDGEAiN 15'-10 1/2't REVISIONS PROVIDE 2' X B' BLOCKING AS A SMOKE STOP O PROVIDE 2' X 4' LOAD O PROVIDE 2' X 6' FALSE BEARING WALL WITH 1/2' CDX O RAFTERS TO CREATE VAULT AS A SMOKE STOP IN EXISTING DEN (R-21 BATT) O ATTIC EXISTING TO REMAIN O .� PROVIDE 2' X 4' LOAD BEARING WALL (AS O REQUIRED) WITH 1/2' CDX AS __ TOP OF IRDERoK A SMOKE STOP 7'-7 I/2' 0-- R-19 INSULATION WITH TRIM EXISTING ROOFIWTJ BLANKET R-19 OVER AND SHEV14ING AS REQUIRED O EXISTING ROOF FRAMING TO TO FOR NEW BEARING BE REMOVED AND CUT BACK WALL O AS REQUIRED DININGROOM REAR PORCH O DEN RENOVATED 411EIND EYWATER BARRIER O RENOVATED H PORCH SLAB O -- OF He04 I O PROVIDE 2' C CELL COMPACTED GLEAN SAND -, SPRAY B FOAM TO AIR SEAL DRILL t GROUT #5 REBAR 0 O BASEMENT I IB HORIZONTALLY ON O L _ J EX15TING TO REMAIN i L-� CENTER 0 I L—, I -, SEAL L _ — J z BUILDING SECTIONS AR Scale: I/4 - I-0 �R C� s NEW SLYLIGNT (3 TOTAL) DA 2' X 12' NAILER FOR ROOF RAFTERS __ __ _ __ -_ -- __ __ __ __ TOP OF RIDGE AS 15'-10 1/2"t -k- PROVIDE 2' X B' BLOCKING �"9� 028169 O� AS A SMOKE STOP OF t4 PROVIDE NEW SUB-FASCIA, 8' PVC FASCIA, AND VINYL PROVIDE 2' X 4' LOAD SOFFIT PROVIDE 2' X 4' WOOD STUD BEARING WALL WITH 1/2' CDX AS A SMOKE STOP Copyright 2023.STROMSKI architecture,p.c.All rights WALL TO SUPPORT EXISTING �� 4'-10 1/2' reserved.The Architect reserves the right to reproduce this ROOF. �' design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York ATTICState Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. EXISTING TO REMAIN t These drawings and specifications are not to be used on any ---- --- other project,ucept by written permission of the Architect. ---- TOP OF GIRM PROVIDE 2' X 4 01IDE (2) 2' X 6' -- T'-T 1/2' PROJECT NO. 19-AR027 WOOD STUD FRAMING H ER SCALE AS SHOWN DATE 07/I0/2024 FOR WINDOW WELL TRIM BACK EXISTING ROOF A5 AS REQUIRED DRAWN BY TLD/MED CHECKED BY RS REQUIRED TO ALIGN WITH NEW FASCIA HEIGHT KITCHEN TITLE RENOVATED TRIM BACK EXI5TIN ROOFING AND REAR PORCH GARAGE SHEATHING As CE/WATER BARRIER EXISTING TO REMAIN REQUIRED TO ALLOW BEHIND PORCH SLAB _ME FOR NEW BEARING WALL Proposed � TOP of I Buildin .. g Sections COMPACTED CLEAN SAND DRILL t GROUT #5 REBAR PROVIDE 2' CLOSED CELL IB' HORIZONTALLY ON SPRAY FOAM TO AIR SEA CENTER SHEET BOX BEAM _ _: AS M EXISTING TO f IN 3 BUILDING SECTIONS Scale: 1/4" - 1'-0" A - 5 A-5 .t� I xy.k/'�.., architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 gIIIIIIIIHillHullIIIIIIIIIIII BLDG. ELEVATION NOTES: o= ROOF NOTES: 7it Cr IIII Will 111111 11111110 fill Hill I IIIIII IIIIII IIIIII IIIIII IIIIII 111111 11111 IT[]9 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES Proposed Plans For: RIDGE VENT - CONTINUOUS WHERE APPLICABLE ��,�, J>a5IIIIIIIII Dempsey lull RAILING NOTE: V EXISTING GABLE FASCIA NOTES: - 36" HIGH GUARDRAIL TOP AND BOTTOM I X 8 RAKE FASCIA X 6' RAKE FRIEZE • / " SAC I' Residence RAIL WITH 5 4 BALUSTERS SPACED 5' ON CENTER. RAILING TO BE Q Q ® 1 X 4' RAKE FRIEZE CONSTRUCTED PASS THROUGH ANY I 1 12' GABLE OVERHANG � VINYL BEADED SOFFIT OPENING. ❑❑❑❑ - 34' NIGH HANDRAIL TOP AND BOTTOM o FASCIA AND SOFFIT NOTES: RAIL WITH 5/4" BALUSTERS SPACED 1' X 12" FASCIA 5' ON CENTER. RAILING t0 BE ❑ O.H. R DR ❑ 11111 12' OVERHANG CONSTRUCTED SO THAT A 4' SPHERE VINYL BEADED SOFFIT MAY NOT PASS THROUGH ANY FULL FRIEZE BOARD OPENING. -11111 J01851 FLOOR El E]L-1 77 EXISTINGTrTTIIII SIDING NOTES: El D=El - CERTAIMM CEDAR IMPRESSION VINYL SHINGLE PANELS INSTALLED OVER .2350 Ha waters Road PROPER AIR INFILTRATION BARRIER Hay waters Cutchogue, NY I I93S - BOARD AND BATTEN PVC TRIM BOARDS S.C.T.M.#I000-I I 1-6-13 OVER PROPER AIR INFILTRATION L —IJ L — J L —IJ BARRIER (BLUE5KIN). REVISIONS _ -r - -r]- - - -- - - -- 0 PROPOSED FRONT ELEVATION Scale: 1/4" = 1'-0" 0 A-6 O IIIIIIIII HII IIIIII Will fill 11 111111 111111 111111 111]11 111111 Will ]11111 Hill] Hull Hill[ fill 11 111111 111111 lill 11 111 IIIIIIIIIII fill IIIIII IIIIII fill 11 fill 11 111111 111111 fill 11 fill 11 fill 11 Will HII 11 fill 11 111111 111111 111111 fill 11 111111 fill III ]fill Will IIIIII Mill 111111 fill 11 111111 Will fill 11 fill 11 Will 111111 fill if fill I Hill[ IIIIII IIIIII IIIIII 111] 11 111111 1111 111] 11 Will 111111 Will 111111 Mill Will fill 11 Hull IIIIII Will III] III HIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIII Will IIIIIIIIIIII III fill IIIIII IIIIII IIIIII Iiiiii IIIIII IIIIII Hill[ IIIIII Hill[ III III Will IIIIII Will 111111 Will 111111 1111111 111 HIT 1111 111111 fill 11 111111 111111 111] 11 Will 111111 Mill Will fill 11 ]11111 111 111 I ]full Hill 11 111111 111111 IIITI11I 1111 111111 111111 111111 111111 111111 111111 111111 Hill] IIIIII IIIIII Hull fill 11 111111 fill 11 111 O O O O O O O O O O O SEAL I Hill] Hull IIIIII IIIIII Mill 111111 111111 Will IIIIII 11111i 111111 111111 Hill[ [full Will Will IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII ��R A�CA; i 029169 O¢ OF NE E E Copyright 2023.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the tight to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by wr tten permission of the Architect PROJECT NO. I9-AR027 01-01 SCALE AS SHOWN DATE 07/I0/2024 DRAWN BY TLD/MFD CHECKED BY RS 8' POURED CONCRETE TITLE �— FOUNDATION WALLS WITH 8' X 16' I ■ I POURED CONCRETE WALL FOOTING 8' POURED CONCRETE FOUNDATProposed i POURED (CONCRETE WALLSON WWALL FOOTING Building Fl-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - Elevations 2 PROPOSED RIGHT SIDE ELEVATION Scale: I/4' I'-o" A-6 SHEET A - 6 .� �' V `k z architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 I Jill IIIIII IIIIII IIIIII IIIIII IIIIII Will 111111 111111 Hill Will Mill IIIIII 111111 111111 111111 111111 IIITII IIITII IIITII IIITII IIITII Hull JIM 11 Proposed Plans For: Dempsey Ii Jill INI Residence G D G LIIII 2 2 J%FIRST FLOOR EXISTING 23SO Haywaters Road Cutchogue, NY 11935 B' POURED CONCRETE S.C.T.M.#I 000-III-6-13 FOUNDATION WALLS WITH B" X 1611 1 0- 1 POURED CONCRETE WALL FOOTING I I I I I I I REVISIONS - -- -- - - - - - - - - - - - - - -� - - 1 LJ B' POUREDCONCRETE LJ I O - - - FOUNDATION WALLS WIT14 B' X 16' - - - POURED CONCRETE WALL FOOTING O 0 t PROPOSED REAR ELEVATION scale: 114" = 1'-0' OO A-7 O O O O O O O O Hill IIIIII IIIIII Mill Will Will Will Will IIIIII IIIIII IIIIII Will IIIIII Mill Mill 111111 111111 111111 11111 O O Hill Will IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII Mill Mill Will IIIIII IIIIII IIIIII 111111 111111 Mill IIIIII Mill IIIIII IIIIII Will IIIIII IIIIII IIIIII IIIIII IITTIII 1111111 Jill 1111 111111 111111 111111 1111 1 111111 111111 111111 IIITI1 IIITIJ IIITII 111111 111111 11 IIIIII IIIIII Will Will 111111 111111 Mill IIIIII IIIIII Will IIIIII IIIIII IIIIII IIIIII Will Will IIIIII IIIIII illill Will 111111 111111 Will Iiiiii Mill 11111111 Jill IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII Will Will IIIIII IIIIII Mill 111111 111111 IIITII 111111 111111 111111 111111 JIM O Hill IIIIII 111111 111111 111111 111111 111111 111111 111111 111111 Will Will 111111 111111 111111 111111 111111 Will Will Mill IIIIII Mill IIIIII IIIIII IIIIII Will Will 111111 111111 Will IIIIII IIIIII IIIIII Will IIIIII IIIIII IIIIII IIIIII IIIIII Will IIIIII Will IIIIII IIIIII Will I III Mill 111111 111111 111111 111111 111111 Mill IIIIII IIIIII IIIIII Mill IIIIII Mill 111111 Mill Will Will Will IIIIII Will Will 11111111 1111 Hull IIIIII 111111111fil IIIIII IIIIII 11111i Will IIIIII lilill IIIIII IIIII HII IIIIII IIIIII 111111 111111 Will Mill IIIIII Mill O SEAL I Will 11111i 11H I IIIIII Illill IIIIII Will IIIIII IIIIII IIIIII IIIIII IIIIII lill 11 Jill 11 111111 111111 111111 Jill 11 111111 111111 111111 Will IIIIII IIIIII Jill [III 1111 111111 111111 Jill 11 IIH 11 Will IIIIII IIIIII IIIIII Mill A&C s �'9�, 029169 O� OF N� ® ETTIJ F Copyright 2023.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instnunent of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect PROJECT NO. I9-AR027 _0EXISTING SCALE AS SHOWN DATE 07/I0/2024 DRAWN BY TLD/MED I CHECKED BY RS j l I TITLE B' POURED CONCRETE L J 1.. FOUNDATION WALLS WITH W X 16' r - _ L - J POURED CONCRETE WALL FOOTING i i Proposed - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 1 Building Elevations 2 PROPOSED LEFT SIDE ELEVATION Scale: 114" = 1'-0' A-7 SHEET A - 7 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC -;, SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. - - - - - - - - - - - - - - - - TOP OF RIDGES E ; RAFTER TO RAFTER CONNECTION P.O.BOX I254 JAMESPORT,NY I RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779 SIZES AND SPACING ac RIDGE. SEE PLAN FOR SIZES j ua RAFTER. SEE PLAN FOR SIZES AND SPACING HEEADER. SEE PLAN FOR U_ CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAF ETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# H2.5/H5 (585 LBS UPLIFT) I TOP OF PLATE. STOP OF PLATE _ _ _ RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Plans For: 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR Dempsey DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) 'USP' STRUCTURAL STRAP NOTES FOR SIZES 'US GAUGE MIN) LSTA MAY HEADER. SEE PLAN FOR 'USP' STRUCTURAL Residence SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW IN-LINE. MODEL#'5 RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.35 ON SHEET RT20 (REF H7) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-I FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) GAB BE USED. SEE NOTES FOR SIZES TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED, W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 2350 Haywaters Road MODEL# LTW12 (REF #LTS 12) Cutcho e, NY I I935 (735 LDS UPLIFT) MAY ALSO IM 'USP' STRUCTURAL STRAP S.C.T.M.#I000-III-6-I3 BE USED AS A STUD 70 RIM MODEL# LFTA6 (REF# H6) JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS 'ADS5' USP CONNECTOR WITH ' O SINGLE SHOE. SEE MATERIAL NOTES CARRIAGE BOLTS FASTEN TO O2DOUBLE STUD. FLOOR CONNECTOR. FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP O UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF FLOOR JOIST. SEE PLANS FOR 51ZES TO FOUNDATION AS SHOWN. r OFFSSET LBS ODEL#UPLIF LSTA 12 O O TOP OF SUBFLOORA#\ STOP OF SUB FLOOR STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST. II SEE PLAN FOR DETAILS O II O'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8" TO O MODEL# LSTA30 FOR 8" TO 10" JOIST USE LSTA36 FOR 10' JOIST USE LSTA36 FOR 12" JOIST. (REFER TO TABLE LOOR DIAPHRAGM BRACING WITNIN� " 12' MST. (EACH STUD) 3.3B ON SHEET W-I FOR O LAST TWO BAYS OF FRAMING AT 4-0 (REFER TO TABLE 3.3B ON NAILING SCHEDULE) O 4 Ml INTERVALS SHEET W-I FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR NOTES FOR 51ZES SIZES O O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR O OPENINGS GREATER THAN 4'-0" OR OPENINGS LARGER THAN 4'-0" USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING FULL HEIGHT STUD AT EACH END. O NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP 14, O 'USP' STRUCTURAL STRAP MODEL# LSTAI8 FOR 8' TO 10" JOIST SEAL USE LSTA24 FOR 12' JOIST FOR MODEL# LTWI2 (REF #LTS 12)(735 LBS UPLIFT) MAY ALSO BE OPENINGS GREATER THAN 4-0' USED AS A STUD TO RIM JOIST Fz ARP ti CONNECTOR (EACH STUD) .t� STRO , 'ADS5' USP CONNECTOR WITH (2) 3/4" CARRIAGE 30LTS FASTEN TO ANCHOR 30LT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS 0Z91 AND STRAPPING FROM ROOF TO FOUNDATION O OF ­- FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN. BOX BEAM/RIM JOIST y c /y� Copyright 2023.STROMSKI architecture,p.c.All rights TOPOF SUBFLOOR ® OP OF SUB FLOOR _ • reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION — — alteration of these documents is a violation of the New Yc 1 State Education Law.These drawings and specifications 21 an+++.manent of service and are the property of the Archit These drawings and specifications are not to be used on at NPAND22 (4760 MODEL# HPAHD22 (4760 other project,except by written permission of the Architec LBS UPLIFT) LBS UPLIFT) MAY ALSO BE PROJECT NO. I9-AR027 USED AS A CORNER HOLD FLOOR DIAPHRAGM BRACING WITHIN I DOWN SEE FOUNDATION I II II II - II I " c—=— L---- ________ — ------ SCALE As Noted DATE 07/IO/2 LAST TWO BAYS OF FRAMING AT 4-0 GRADE PLAN FOR LOCATION I I _��______________��___ — -------_��__ INTERVALS I 1 C'J L'-�J ° CA DRAWN BY WP CHECKED BY d DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR B 'USP' STRUCTURAL STRAP BOLT WITH 3' SQUARE GRADE I MODEL# STAIS (870 LBS UPLIFT) 1N1MUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE .a ° BEARING PLATE WASHERS EVERY 36' I FOR 8' 70 10" JOIST USE L5TA24 FOR REBAR MATERIAL NOTES FOR SIZES c (980 LBS UPLIFT) FOR 12" JOIST. #4 CONTINUOUS A SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OFF WALL L. #4 CONTINUOUS REBAR SET 3.33 ON SHEET W-I FOR NAILING POURED CONCRETE FOUNDATION OR 4" BELOW TOP OF WALL I SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL Section & CONNECTOR MODEL# MP4F/REF# LTP4 (690 LBS Elevation UPLIFT) EVERY 36" 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE ° WASHERS EVERY 36' . a . SHEET 4A TYPICAL WALL SECTION Scale: 3/4" 1'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" - -0" W _ I FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.1 NAILING SCHEDULEI TABLE R301 .2.1 .2 TABLE 3.38 % y JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WOOD BORNE DEBRIS PROTECTION FASTENING I UPLIFT STRAP CONNECTION WINDSPEED (MPH) RODE FRAMING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,G,D RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER REQUIREMENTS 110 120 FASTNER SPACING ai"Chltr4"'.C.l.l..11" p p.c. CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF 8D COMMON FRAMING SPACING IN. ROOF SPAN FT. NAILS IN EACH END OF �Iz 4 FOOT LESS PANEL 6 FOOT LESS PANEL P.O.sox I254 JAMESPORT,NY II947 CEILING JOIST 70 PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP ( ) ( I v4'x 20 GAGE STRAP PANEL SPAN LF55 THAN CEILING J015T LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.7 EACH LAP FASTENER TYPE OR EQUAL TO 4 FOOT SPAN LESS THAN OR SPAN LESS THAN OR PHONE(63I)779-2832 FAX(63I)779-2833 COLLAR TIE TO RAFTS' (FACE-NAILED) SEE TABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 12 3 3 RIM BOARD TO RAFTER (END-NAILED) 2-16D EAC14 END I6 3 4 2 #6 20 3 4 WOODOD SCREWS I6" 12" 9" WALL FRAMING 12 28 4 5 2 1/2' #8 16, 16, 12' 32 5 6 WOOD SCREWS I I 1 1 1/2' SPACING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D PER FOOT 36 5 7 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D JOINTS-EACH SIDE FOR SI: 1 inchese per 25.4rrlrn, I f9krn/h4.8mm, I poundQ0.454kg ALLOWS H INSTALLATION OLDDOWN ENDWALL n A. THE TABLE15 BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT STUD TO STUD (FACE NAILED) 2-I6D 24 O.C. HEADER TO HEADER (FACE NAILED) 16D 16' O.G. ALONG EDGES 12 3 4 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 16 4 5 CORNER STUD CONNECTED TOP OR BOTTOM PLATE: TO STUD (END-NAILED) 2-16D PER 2x4 STUD 20 4 5 C. NAILS SHALL BE IOD COMMON OR I2D BOX NAILS. To TRANSFER SHEAR 3-16D PER 2x6 STUD 16 24 5 6 1AD551 USP CONNECTOR WITH D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATTACHED 5/e" DIAMETER ANCHOR BOLT 4-16D PER 20 STUD UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 490 AND (2) 3/4" CARRIDGE 32 6 8 36 7 — POUNDS. BOLTS. SEE FOUNDATION 36 COMMON NAILS AT 50170M PLATE TO FLOOR J0157,BANDJOIST D ,ENDJ0157 OR BLOCKING (FACE-NAILED) 2-162 PER FOOT PLAN FOR LOCA71C1N5 6" O.C. FLOOR FRAMING 12 5 6 Proposed Plans For: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER JOIST 120 6 8 TABLE 3.3A DemBRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 24 24 7 _ psey 28 BLACKING TO JOIST (TOE-NAILED) 2-8D EACH END 32 8 - RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND BLOCKING TO SILL OR 'TOP PLATE (TOE-NAILED) 3-I6D EACH BLOCK 36 - - SPEED (MPH) Residence LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH JOIST ILATERAL AND SMEAR CONNECTION J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER J015T 'TABULATED UPLIFT REQUIREMENTS A55UME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS 110 120 BAND JOIST TO J015T (END-NAILED) 3-I6D PER JOIST IOpsf (2/3xl5psf). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING BAND J015T TO SILL OIR TOP PLATE (TOE-NAILED) 2-I6D' PER FOOT ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF 8D COMMON NAILS NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) (TOE-NAILED) WMIRED IN EACH ROOF SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) RAFTER AND/OR CEILING JOIST TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I TOP PLATE CaNwcn°N 42A STRUCTURAL PANELS 8D 6'EDGE/ 12" FIELD NAIL. DIAGONAL BOARD SHEATHING : 12 8-10 3 3 VW OR I'x8" 2-8D PER SUPPORT TABULATED WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL I'M' OR WIDER 3-15D PER SUPPORT AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 8 3 3 CEILING SHEATHING 8 4 5 _ 23SO Haywaters Road GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10" FIELD 24 10 5 5 CORNER MOLD DOWN Scale: 3/4 = I -0 Cutchogue, NY I I93S WALL SHEATHING '10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.#I000-III-6-I3 STRUCTURAL PANELS 8D 61EDGE/ 12" FIELD 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS FIBERBOARD PANELS AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 7/16' 6D 3' EDGE) 6" FIELD TABLE 3. 4 O 25/32" 8D 3' EDGE/ b" FIELD FASTEST MILE TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE OF RAFTER OR O WINDSPEED (MPH) CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10" FIELD TOP PLATE O HARDBOARD 8D 61EDGE/ 12' FIELD 110 120 O PARTICLEBOARD PANEL'S 8D 6"EDGE/ 12' FIELD NUMBER OF 80 CaII DIAGONAL BOARD SHEATHING ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF O I'xb' OR 114' 2-8D PER SUPPORT I V4"x 20 GdWE STRAP A A I'x10' OR WIDER 3-8D PER SUPPORT O 16 5 6 LAST TWO O FLOOR SHEATHING 20 6 7 BAYS OF O STRUCTURAL PANELS 312 2 32 -4 8 8 TABLE 3.7 FRAMING 1" OR LESS 8D 6' EDGE/ 12" FIELD _ O GREATER THAN I' IOD 6" EDGE/ 6" FIELD 36 - - ROOFSPAN (FT.) O DIAGONAL BOARD SHEATHING 11x6' OR 114" 2-15D PER SUPPORT 12 20 28 36 ENDWALL O 1"x10' OR WIDERR 3-8D PER SUPPORT O i n " 12 3 3 MWIRED NUMBER OF I6D COMMON NAILS O NAILING REQUIRET1EN"d'S ARE BASED ON WALL SHEATHING NAILED 6 ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RAFTER SPACING (IN.) PER I.M,ANT SPLKE 4�48 EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 20 5 5 PLATES, SMALL BE USED TD MAINTAIN THE LOAD PATH. 4:12 24 5 6 O 28 6 7 ' WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SMALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER 32 7 8 12 4 6 8 11 O FOOT 36 8 - 3:12 16 5 8 II 14 24 6 11 16 21 O A 12 2 3 12 3 5 6 6 O 16 3 4 4:12 16 4 6 8 11 BLOCKING 0 20 4 4 24 5 9 12 16 5:12 24 4 5 2B 5 6 SEAL 32 5 7 12 3 4 5 7 36 6 7 5:12 16 3 5 7 9 24 4 7 10 13 � Aigo� GIRDER SEE PLANS FOR �5 stRo i SIZES 4 TYPE 12 2 3 12 3 3 4 5 n,k 16 3 3 7:12 16 3 4 5 6 LAST TWO 20 3 4 24 3 5 7 9 BAYS OF MODEL# PB544 (REF# AC4) 6.12 FRAMING 28 4 5 (UPLIFT 1815 LBS), MODEL# 36 5 12 3 3 3 4 0291C9 0 32 5 5 P55" (REF# AC6) (UPLIFT IB15 7 LBS) SEE PLAN FOR SIZES. 9:12 16 3 3 4 5 OF t4 24 3 4 6 7 4X4 ACQ POST, 6X6 ACID POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 copyright 2023.STROMSKI architecture,p.c.All rights SIZES E TYPE. 16 3 3 12:12 16 3 3 3 4 reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized MODEL# PA44 (REF# 20 3 4 24 3 3 4 6 alteration of these documents is a violation of the New York 7:12 — 12:12 24 4 4 State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. AE344), MODFJ.# PA66E 28 4 5 (REF# A66E) SEE PLAN 32 5 6 NAILING REQUIREM tENTS SMALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS These drawings and specifications are not to used any FOR SIZES. other project,except by written permission of the Archiucc. 36 5 6 ' HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A c I I LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. I9-AR027 ��1 GRADE ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT ' WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 07/I0/2024 . MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSF). TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SMALL BE PERMITTED 70 BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY wP CHECKED BY Rs 5/8" DIA. ANCHOR BOLT ' WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF 4 BLACKING WITH 10" MINIMUM THE STRAP IS EQUAL TO I AND THE FRAMING IS ATTACHED IN ACCORDANCE EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP CKINTITLE WITH 01 M LENGTH IN70 WITH TABLE 3.1, 714E RIDGE STRAP AND ADDITIONAL NAILING I5 NOT SPLICES. \—AT INTERVALS ° REQUIRED. ` TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES CONCRETE ° W14E N A COLLAR TIE USED IN LIEU OF A RIDGE STRAP, THE NUMBER ARE LOCATED AT THE B0170M OF T14E ATTIC SPACE. W14EN CEILING JOISTS OR RAFTER TIES ARE OF NOD COMMON NAILS REQUIRED IN EACH END of THE COLLAR TIE NEED LOCATED HIGHER IN T14E ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A-A NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP. SHALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, '' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and a° TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS NUMBER OF NAILS IN EAC14 END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL CONNECTION HARDWARE IS REQUIRED. 5/6 6.00 ° 4/5 5.00 TYP I CA FLOOR ROOF BRACING N Diagrams L FL R AND R F BR G Scale: B/4" = 1'-0" 3/4 4.00 a 2/3 3.00 AT END WALLS RIDGE STRAP SPACING (IN.) 12 16 19.2 24 le72 1/3 11..50 SHEET 1/4 1.33 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 1/6 20 120 3 TYPICAL POST SECTION Scale: 3/4" = 1'-0' 1/10 i. f W - 2 FRAMING AND CONNECTOR DETAIL