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HomeMy WebLinkAbout49728-Z TOWN OF SOUTHOLD Fat 4 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 #: 49728 Date: 9/20/2023 Permission is hereby granted to: Gray, Diane PO BOX 113 South James ort, NY 11970 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1372 Li hthouse Rd, Southold SCTM #473889 Sec/Block/Lot# 50.-5-7 Pursuant to application dated 7/27/2023 and approved by the Building Inspector, To expire on 3/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,599.60 CO-NEW DWELLING $50.00 Total: $2,649.60 —i' Building Inspector FVJ FVJ "� TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, r C NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 tttn)s://wwvy,s Ut oldl:ownil Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 6 Building Inspector. ector. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an DEPT.BUIIDrNG Owners Authorization form(Page 2)shall be completed. T0INN , 1`Foj "1 Date:J d 5+h 2023 OWNER(S)OF PROPERTY: Name: .M,� O � 1fSCTM#1000- 0 - 15 , -1 ProjectAddress-13-1aLig of hOUS-: koad I SOU+ro10 Nff-i I1. Phone#:M08)3cl 1 -I meq- Email: d barnes.13 raYO GM91 1 .com Mailing Address: PO BOX -1 1 Soufl-)JOIrrlespor l Nl� MAI CONTACT PERSON: Name:ROUM a - Nc , mfcc; Mailing Address: ' ' PO(� JA 41 Phone#:W�b1),1 i ci-2.8 3a Email: b A@SM0M901/WMCW TOM DESIGN PROFESSIONAL INFORMATION: ►'} Name:S-TRO �A\o' 1,' ,Ar,r-,IitC(,f V re PIC), Mailing Address:P. O ea 1iJ15,i- ,, ,me spot+ W9 liq/fl Phone#:(G31 ) I Iq -as3a Email: CONTRACTOR INFORMATION: Name: STROMCUT Rcrilic-CWW" P0 . Mailing Address: ) , IBJ 125 -1a,Me riQf N 1P Q 1 Phone#:l W 1 I 11�'1 ' �3 Email:1111ti1 1 @@ ff OfflSv���1+i11�jeli DESCRIPTION OF PROPOSED CONSTRUCTION �,,.�,. oProject: New Structure ❑ ❑ ❑ Addition Alteration ❑Repair Demolition Est teed Cost of, ject: ❑Other $ Will the lot be re-graded? ❑Yes)<NVo Will excess fill be removed from premises? XYes ❑No 1 f ll PROPERTY INFORMATION Existing use of property:�a Ca rl t Intended use of property:SINC,L- 0 (6mce Zone or use district in which premises is situate Are there any covenants and restrictions with respect to a,_C A(] (��I , C0(jSC IQ� this property? ❑Yes) No IF YES, PROVIDE ACOPY. 1 ❑ 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 210A5 of the New York State Penal Law. Application Submitted By(pri name): k V ` strO I ISK ❑Authorized Agent ❑Owner Signature of Applicant _ Date: Py 3 STATE OF NEW YORK) S COUNTY OFB!a � _) tg being duly sworn,deposes and says that(s)he is the applicant (Name of individual signinA contract)above named, (S)he is the . (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 `' 20 Noty P blic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) �Itj 6JALI�IE'� PPC�LIt COUNTYNY 'GERM EXPIRES a DECEMBER 31.A 0 �4 I, residing at do hereby authorize RCJOC,�+ to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sig ire Date /I9iQW W- Print Owner's Name 2 , CGenerated by EScheck-Web Software �(Jl Compliance Certificate Project Gray Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,380 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1372 Lighthouse Road Mark&Diane Gray STROMSKI Architecture P.C. 1372 Lighthouse Road, NY 11971 P.O. Box 113 P.O.Box 1254 South jamesport, NY 11947 jamesport, NY 11947 (908) 397-7599 (631) 779-2832 dbarnes.gray@gmail.com robert@stromskiarchitecture.com Compliance: 12.4° Better Than Code Maximum UA: 517 Your UA: 453 Maximum SHGC: 0.40 Your SHGC: 0.31 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 pare ince loo ngeir co nsude e.d i41 the UA or performance corn pharnce path in itl::Sclheclk. Each slap:)-gain-girade asseei mnl�slly 'urn the specified cHir nate zone must meet the arnlinliry a nn energy code liirosulatiorn R-vallue and delr dt re quulrernnents. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 3,630 30.0 0.0 0.035 0.026 127 94 Wall: Wood Frame, 16"o.c. 2,380 0.0 28.0 0.031 0.060 58 112 Door: Solid Door(under 50%glazing) 65 0.170 0.320 11 21 Door 1:Glass Door(over 50%glazing) 48 0.170 0.320 8 15 SHGC: 0.31 Window:Vinyl Frame 403 0.280 0.320 113 129 SHGC: 0.31 Basement Wall: Solid Concrete or Masonry Wall height: 8.0' 2,480 0.0 13.0 0.055 0.059 136 146 Depth below grade: 7.0' Insulation depth: 7.0' Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 1 of 10 I y Compliance Statement. The proposed building design described here is c sistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as been designed to meet the 2018 ICC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r irernents listed REScheck Inspectio Checklist. Dame-Tike NI Bate Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 2 of 10 0 REScheck Software Version REScheck-Web Inspection Checklist N�e Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software 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. S ecn # Pre InsPection/Plan Review Plans ....... .f.i.e.. d... FieldVerified _ complies?._ comments/AssumptionsValueValue & Re9ID , 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the 40 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. mm. .......... .__ .....�- .. ......... ,..w.............. ................... ............, .a.. _n.._....... 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 403.1 sized p and co Manual S based is Heating: v Heating:_ ODompN .. �w� n es ment ACCA Btu/h es Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: _......... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 3 of 10 Section Plans Verified Field Verified & Re ID _ e Complies? T— C omments/Assumptions 402.1.1 Conditioned ba n Inspection ... Value Value `�^ w � .. # Foundation Bement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R- ❑Does Not table For values. insulation is used,verification may need to occur during []Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not 0� manufacturer's instructions. ❑Not Observable ❑Not Applicable ...........� � __. �.... 402.2.9 Conditioned basement wall ft ft ❑Com lies t bee for Envelope Assemblies [1706] insulation depth of burial or ❑Does Not s. distance from top of wall. MNot Observable ❑Not Applicable 03.2.z.,...., to protect expo covering is installed ........, _WW..._ .................. .... ..,.. [:]Complies Not IT_�__ 3 303.2.1 A protective sed exterior ❑Doe insulation and extends a minimum of 6 in. below grade. []Not Observable ❑Not Appl'i'cable 403.9 Snow-and ice-melting system ❑Complies [F012]2 controls installed. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :: 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 4 of 10 &Sec ... __ _ .. .._ M_PlanVFrammg Rough-in hIn Inspection lied ifieComp Complies? comments/Assumptions tiouValue e al R . �m 402.1.1, Door LI-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 4,, ❑Not Applicable 402.1.1, Glazing LI-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Not Observable [FR2]1 ❑Not Applicable 1P . ......................... ...._............ 303.1.3 LI-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not 7iwith 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 . . ........ ....... ..............�o __.w..,� ..... ��.,,Mµ.�..a p _ ..........- Fenestration that is not site built ❑Com lies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. _.._ .W.._ _......� � g ..�....... .. .......�...... ..... _.... __.... 402.4.5 IC-rated recessed li htin fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable _. U .....e. ............ ,N n '46 3-.,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. ..,.,... _. _. .... .............. ..... _..... 403.3.2 Ducts, air handlers and filter ❑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. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ...... _- ,m_..... _ � ........_. 403.4 HVAC piping conveying fluids R- R ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to ?R- ❑ 3 Not Observable ❑Not Applicable . _. ....... ..... .. .... , ._ _ .. ,.... _ ......._.......... 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not �r ❑Not Observable ❑Not Applicable 403.5.3 ... water pipes are insulated to R- .. ......... ... _.......� .. R- []Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 5 of 10 se#on Framing/Rough In Inspection pl8 V luef�ed FieldValue Verified Complies? Comments/Assumptions & Rei ID _ _ ��403.6 Automatic or gravity dampers are ���� ,.... ❑Complies (F`R1 12 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 'High Irnpact(Tier 1) 2Medium Nrrrpact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 6 of 10 Section _ - Insulation PIenValuefied Field Ve rified Inspection _lm C o_mm_m�e nt.smm_AssumP tions D�03. All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values []Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation 11-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 ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1H g _� .......Medium Impact ac � ... Low Impact(Tier 3) 1 High impact(Tier 1) 2 t(Tier 2) 3 Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 7 of10 Section P Pie nValuefied Field Verified P LW s eri Value.._ Com lies.W W CommComments/Assum tionsµ & Re ID 9�,. Final Inspection Provision 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable '402.2.6 ❑ [Fill' Applicable FI1] 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable [F.2.2. insulation include balls adjacent_.......... ❑Doe pl.eS � .._.. __ .._.._ _....m 402.2.3 Vented attics with air permeable ❑Com i Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4_. .. ............ Attic access hatch and door R- R � ElCo lies [FI311 insulation >—R-value of the E]Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — ACH 50= ❑Complies [FI17]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 [FI2711 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 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. — _ ....... 403.3.4 Duct tightness test result of<=_4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handier @ 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 [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable �r _ ........ w..... .1. ...,� .o ..wo,..w.. .. ..... �4031 Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ...._,_ ---------- ..__ .... 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Appllcable 403.5.1 Circulating service hot water ❑'Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable — . .......... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 8 of 10 Section Final Inspection Provisions Plans Verified Field Verified Complies pValue Value Comments/Assumptions 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 s,,,,,, ..._._� - P.�,�,.. .......... ........ �.w �..... ____ ..-.-.. - 403.2 Hot water boilers supplyingheat ❑Com lies [F126]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable tem. erature. w. _...... . ... _ _�,. ..e, �....... .. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]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- ❑Not Applicable 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. 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" -— D_- —emand�.. recirculation water.,,,— --�_,.--- -------------------------------- --- --------_---- �.IComW�. _�_._........ 5 �"lu"e [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1044F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 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 []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 [FI712 ❑Does Not []Not Observable []Not Applicable 11 High Impact i'W 1Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 9 of 10 Section _ Plans V luefieFi d el�Verified ...... .. _ .. ..... .m� # Final Inspection Provisions Complies. Comments/Assumptions & Rei ID v� s..._...._ ..�.�__ 3013 Manufacturer manuals for ❑Complies (FI813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: � mm _..._ ._._ . g p _ �m N�rtpact(Tier 2) � Low Im act(Tier 3) 1 I�IN h Im act(Tier 1) 2 Mediu Project Title: Gray Residence Report date: 07/13/23 Data filename: Page 10 of10 ( 20,18 IECC Energy Efficiency Certificate J ' I IMEMMEMEMEMOMMUMM Above-Grade Wall 28.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Window 0.28 0.31 Door 0.17 0.31 0 ® 0 ® 0 0 Heating System: Cooling 'System: Water Heater: Name• Date: Comments STROARC-01 JLEN Y ;L CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY)6/21/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL ............. �� NAL 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 CONTACT Neefus Stype Agency �I��lfNE, � _...... _.........,�........ (AIC. _.. 711 Union Ave. (AJC,N Ext):(631 722-3500 FAXNa)(631)722-3591 info nsainsere.com ...........� Aquebogue,NY 11931 E. p�6 _,_IT� .___,,., ITITIT._ITITIT.,.,� INSURER(S)AFFORDING COVERAGE MAIC INSURER Utica National Ins Co of Ohio mmmITITIT mmITITITITm 139µW-_............._ 9$ _...............��...� 25976 -m.."_ ".Insurance Company..... INSURED ............................ INSIIRER B Utica Mutual In� Stromski Architecture PC INSURER C ........ _. PO Box 1254 INSURER D Jamesport,NY 11947 .INSURER E _.....................� INSURER F: ......... ............._....... .............._. .......... .......r COVERAGES CERTIFICATE NUMBER: _.................� REVISION NUITIN�MBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR _.. ........ �..ADDL SUBR..T. _POLICY EFF POLICY EXP .L.T TYPE OF INSURANCE """"..L��„I„ gym�mm POLICY NUMBER MP=gym LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X]OCCUR 451DAMAGE TO RENTED 9654 311212023 3/1212024 MED EXP An ane„erson. 10,000 _ PERSONAL&ADVINJURY GGF.N% GENERALwAGGREGATE ” $ 00,1,,nnnm. N �PRO- I� ,,,Q ”" $ 1,OUI),OUO F'C;)LICY LOC PRODUCTS COMPIOP AGG OTHER'. .......�_.�....�. ........ ...._........................... .....................__.. ___.. . .........,. ....,. ACOMBINED SINGLE LIMIT AUTOMOBILE LIABILITY . �accident) __ ��......"...._. �......... ANY AUTO BODILY INJURY(per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident $ HIRED NON-�"p L�D PROI�'ER�'I"Y DAMAGE AUTOS ONLY _ AUTDSMNLY Pe'. I aCcidenl UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB IMS MADE AGGREGATE $ B AND KERS ERS'L ABTION ...._._ ................ .�.......... ITX,S ARI T W OTH _... ITrN$ 412/2023 4/2/2024 $.... { 740865 500,000 MBERANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ E I EACH ACCIDENT m'$-, 4�71--CEIdII,y n NH)EXCLUDED? NIA 500,000 IttIa9�Iradaltrary�n NH) EL Of EA EMPLOYEE Y$ If yes,describe under DESCRIPTION OF OPERATIONS below .,.,.,.,. . .........,„_"IT mIT", ITE I.,DISEASE POLICY LIMIT 500,��� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,,may be attached if more space is required) .....m. ................................................__.............._. ............... ........... ...._.................. CERTIFICATE HOLDER _... CANCELLATION ............ 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. 54375 Route 25 P.O.Box 1179 ............. .......................... Southold,NY 11971 AUTHORIZED REPRESENTATIVE ............................. ................._ - ....... .... .........�...m.,. ACORD 25(2016/03) O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Stromski Architecture PC (631) 779-2832 PO Box 1254 lc.NYS Unemployment Insurance Employer Registration Number of Insured Jamesport,NY 11947 Work Location of Insured(Only required ifcoverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 27-1728181 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Amtrust North America Town of Southold 3b.Policy Number of entity listed in box"1 a" 54375 Route 25 4740865 3c. Policy effective period P.O. Box 1179 04/02/2023 to 04/02/2024 Southold,NY 11971 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) Mail excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" 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"T'. The Insurance Carrier will also notes the above certificate holder 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 it earlier. Please Note: Upon the 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. Approvedby: .�.... surancAgency __�.......................................... ww.....�...................._ (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 07/14/2022 (Signature)_ (Date) Title: Sr. Partner Telephone Number of authorized representative or licensed agent of insurance carrier: 2-3500 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(9-07) www.wcb.state.ny.us sTAT� Compensation Workers' CERTIFICATE OF INSURANCE COVERAGE ,� Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier ... 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured STROMSKI ARCHITECTURE PC 516-380-3276 PO BOX 1254 JAMESPORT, NY 11947 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 271728181 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Route 25 3b.Policy Number of Entity Listed in Box"la" P.O. Box 1179 DBL442299 Southold, NY 11971 3c.Policy effective period 04/02/2023 to 04/01/2024 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's 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. Date Signed 6/21/2023 By (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 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 4B,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 emailed to PAU@wcb.ny.gov or it can 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 sox 413,4C or 513 have 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(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed ��.. ........ By _........... _. (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title ........... Please Note:Only 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. DB-120.1 (12-21) II IIIIPiiiimiiiiiiiiiiiiiiiii(iiiiiiumiA)°Ifll�l v ,+ 0000 , r PIPE FND. CMF �. .� EL=60.2 PR Eft SITE f FENMR. SP-I SITE SQ.FT: 29'715.6 EL=56.2' / / 7.6'W / / c, roro 00 / / T TOP R FUJICLEAN I PERMIT [""l-10RA;�)p[ROVAL OF"' CONSTRuc-noi4l FORA I, NGII.. EAIM,...Y REs[l[.11EN(0 IIS ON LY DATE 4 z 6/14/2023 S R,Ef. e R-23-0541 1 P� SP-I NOSS834Nd 3NII4SSVp NOSS83ONV AI83 A/O/N "N33 30d1iOOlS d " LG 831VMW2101S s iv 803 9NP:1 .' ,SX,8 a360dOad 3Nn'N3J),�JVIINVS lo r W31S.lS 00, ? s ^} X1030 8V32! °` �✓' 03SOd08d I ` ". 31VMW801S'` did 0'£9 NOI1V/8313801 ON18 (swoo8038vISSX,8 03S0d08d " A 'd1� 30N3aIS3a)IIIWVd 319NIS .0'09:NOI1V/r3'93� � „r J.2101S-L NOUVOO`11 NOd1VA313 ��el 03SOd021d 3'10H IS-31JA H31VAAN801Sh,VM)IIVM ° �s 803 JNI8 A0301NOad ;..m 113SOdOHd e ,5X.8(13SOd021d -�"'�„ 03SOd021d OF x ! ?� AVM3 121011VHdSV 03SOd08d a ' 3 Z431VM ON ✓ ,r ,�+ dWO:) 301MEIS 2131VM 831VMW2101S 80d DWI , ,r'""� � �. � f ' .tiX.803SOd02id �� , ',u`�,� w µ " W.E 01 1d = ., 38 Ol NIV210J d NMOSS NIVW32i Ol HON3b=I,OLX.S `*� (Z)03SOdO8d .t N31VMW8OIS''. .IVM-d0-1HJI8 2103 SN18 `\,ti 13/x" / A- XS 03SOdO'� y^y r " ?131`dM �n9nd .... . 3olna3s �N1�73M4 Oso oad r LNVOVA )INV9 � J(NNI� d 'd 02ibSSnoaB 311INVO )INVI9 Q 1�1390� 3/O/N /0/N IS NM0219 ,6*19=10 NOI i VA313 j 1 117( 'j k xi IlI Ilk I LJ) F BUILDING LOT COVERAGE: STORM WATER CALCS: 0 1 N] W ; HOUSE t GARAGE: 2,q42 SQ.FT BUILDING LOT COVERAGE: 3,805 SQ.FTOlr ]PILX01' - - %.� PROPOSED FRONT AND REAR COVERED DECKS: 663 SQ.FT HARDSCAPES t ASPHALT DRIVE: 2,05q SQ.FT qqj) ,� " 0 TOTAL: 3,805 SQ.FT TOTAL LOT COVERAGE: 5,664 SQ.FT I . 0 • � 21 1 T66 3 805 SQ.FT /2q 153 SQ.FT=.1305 =13.1% LOT COVERAGE 5 864 X 0.1666 q76Iq4 SQ.FT 0F STORM WATER TO BE - R S -COLLECTED architecture, p.c. Lir 8 DIA POOL AREA PER FOOT - 42.24 SQ.FT g76.g4 SQ.FT/42.24 SQ.FT = 23.13 FEET OF DEPTH P.O.BOX 1254 JAMESPORT,NY 11947 y I PHONE(631)779-2832 FAX(63I)779-2833 REQUIRED 1372 LIGHTHOUSE ROAD , SOUTHOLD NYORK PROVIDING (4) 8' DIA. X 5' TALL RINGS, (1) 8' DIA. X 4' TALL t (1) 81DIA. X 31TALL RING C 0''.�' TOTAL: 27 FEET OF DEPTH GENERAL NOTES: '4O► .� TABLE OF CONTENTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I °Qji�,O�is COVER - PROJECT INFORMATION 1. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY A-I - FOUNDATION PLAN ,�►+� A-2 - FLOOR PLAN GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES A-3 - ROOF PLAN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DE51GNTEMPERATURE UNDERLAYMENT HAZARDS SHALL SUPERSEDE THESE DRAWINGS. A-4 - SECTIONS CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED 2 ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE A-5 - SECTIONS G. A-6 - ELEVATIONS 25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES N/A AND LOCAL CODES AND SHALL. BE INSPECTED AND APPROVED AS REQUIRED. A-7 - ELEVATIONS TO NERVY MODERATE 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLANS STRUCTURAL W-1 - DETAIL WALL SECTION AND ELEVATION CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. W-2 - TABLES, SCHEDULES AND DIAGRAMS THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE I I AIR BARRIER AND INSULATION INSTALLATION STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. FLOOR AREA5 EXISTING PROPOSED NEW CONSTRUCTION TABLE R402.4.1.15'E-�-�fNT4. ALL Ile FIRST FLOOR SQUARE FOOTAGE - ---- SOFT. 2,388 5QFT. MINIMUM FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, 1 TON psf CAPACITY s o� Pro osed New Construction GARAGE SQUARE FOOTAGE - ---- 5QFT. 5% SOFT. j ,off O gyp, OS, P SCREEN PORCH SQUARE FOOTAGE - ---- SOFT. 255 SOFT. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS For: TOTAL COMBINE FOOTPRREAR PORCH SQUARE INT- 3,2% - ---- SOFT. 3/231257 SQf� AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM If �i�£3 Z�:��»c � o`�,���Fy '� 60�00i rn A CONTINUOUS AIR BARRIER SHALL BE INSTALLED 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. 11'x@ £3 ..J G. Gray IN THE BUILDING ENVELOPE. E-1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS - WALL LEGEND: THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED TO HAVE AN E-1,800,000 psi AND AN fb-2,400 psi. ALL LAMINATED VENEER C' FL9 -` OQO r yT�9l, F!OQO fie, 9j� SCHEDULE OF ABBREVIATIONS GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. As A SEALING MATERIAL. LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi AND AN fb=2,600 `/� /i0 � �` �-• �- � s��q/SFO O�plogz< s�c/SFO ,/,a 6/; O� Residence BREAKS OR JOINTS IN THE AIR BARRIER SHALL psi. ALL PARTICLE STRAND BEAMS TO NAVE AN E=2,000,000 psi AND AN �O,'L '�'L��,Q 'tiq�qy '�'L�'L'iO, �' 9 A.D. ASH DROP EXISTING WALL TO REMAIN BE SEALED. fb=2,900 psi. A.F.F. ABOVE FIN1514 FLOOR EXISTING WALL TO BE REMOVED THE AIR BARRIER IN ANY DROPPED 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS w w ww w w w w -�}iSEND Ttn)4- w w BM. BEAM CEILING/SOFFIT SHALL BE ALIGNED WITH THE RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON - -- A BRG. BEARING D NEW 2' X 4' WOOD FRAME WALL INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT PLANS. X A 10 /y'L'oo tios C.J. CEILING JOIST CEILING/ATTIC SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. �` .p oA 1( OtilS C.F.M. CUBIC FEET PER MINUTE NEW 2 X b WOOD FRAME WALL ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE 8. ALL HEADER OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS r7, CQ ;'S ,�ps �O ti sFy CLOS CLOSET 6j .Q 6'.o O Y :v r;". ';., 1 9)� rn (�/ /�// © LOAD BEARING WALLS WALL DOORS TO UNCONDITIONED ATTIC SPACE AND 3-2 XID @ b WALLS OR AS DESIGNATED ON THE PLANS. , > }� Otic FO 2> O 9. ,,, ,Q �j �2, 0/ C.O. CLEAN OUT SHALL BE SEALED. �, 1 'Q'li �L9 .Q -Fs Ft j It. ;}, CON. CONCRETE30' C.M. CARBON MONOXIDE DETECTOR D NEW P.C. CONCRETE WALL CAVITIES WITHIN CORNERS AND HEADERS OR 9. PROVIDE 36 HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED ; -,•I O 9TF l�.G l�sr F.Q � {-,�� ' , . �I, . �:, F.: . ;� •" ...'.._r ABOVE GRADE. RAILING SHALL BE BUILT SO AS NOT TO ALLOW THE PASSAGE 7 9T o y } ~` �' ,'..�, (f) C/ CSMT. CASEMENT 0 FIRE BRICK FRAME WALLS SHALL BE INSULATED BY OF A 4' SPHERE THROUGH ANY OPENING, X /Otiq/i0lcc _ rn -P► ��i ��, G.T. CERAMIC TILE THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A ,,y soO,� �-�-T � c D. DRYER D STANDARD BRICK PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL ,o • .�9so A•' L•, • '1� �� �� D.H. DOUBLE HUNG DROPPED MASONRY THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL = I O'minF �'QO O,o 'Sq�O'O" •`"`� '9� DIA. DIAMETER OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR REGULATIONS. * X r 4>1 OS, T OS ;; 00 (� D.J. DECK JOIST KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN L W Obi FO rr I372 L><ghtouse Road DN. DOWN SUBSTANTIAL CONTRACT AND CONTINUOUS H. PROVIDE 5/8' TYPE 'X' GYPSUM WARD A7 CEILING ABOVE HEAT UNIT ANDr' }`Jj c'r Southold, New York I 1971 DW. DISHWASHER ALIGNMENT WITH THE AIR m 9y BARRIER. AT GARAGE AS REQUIRED. F.A.I. FRESH AIR INTAKE S, ;: S.C.T.M.#1000-SO-S-7 F.D. FLOOR DRAIN THE SPACE BETWEEN WINDOW/DOOR JAMBS AND min � M WINDOWS, SKYLIGHTS 12. WRITTEN DIMENSIOINS TAKE PRECEDENT OVER SCALE. „ ' ' =-A' rn . FIX FOUNDATION AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL �\ M i `ri - �d `.; i0.� REVISIONS F.J. FLOOR JOIST BE SEALED. 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED I _ do A oA FP.S.C. FIREPROOF, 5ELF-CLOSING FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN _ lcc,� ��'oA s� ,Q,tiOs RIM JOISTS SHALL BE INSULATED. tt o �� q S/ o o F FTG. FOOTING RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. CONNECTION WITH TREATED MATERIAL. 'O g 0 F! 6 '�i o sF E E y2�C p06• O 7-I3-23 Issued For Review FXD. FIXED s �'o,� -� o O F�Fo !y GALV. GALVANIZED FLOOR FRAMING CAVITY INSULATION SHALL BE sy�ti, o Z° Ir'�o GL. GLASS INSTALLED TO MAINTAIN PERMANENT CONTRACT 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND S,T T s�0 M-4 spy o,�SO F BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF F'�Ay � s i� - .- 2 7-I8-23 Issued To Building Depart. N.B. HOSE BIBS WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR '�i o s� � ycF N.C. HANDICAPPED FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE CONCEALED SPACES AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS r O• HDR. HEADER ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP R602.8 AND R502.12. A� RA�o A O 9-08-23 Revised Bldg Dept. Comments H.M. HOLLOW METAL CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING _ 10P 00, ,o O K.S. KITCHEN SINK INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT O `S'T'S'/.`Os O F G O LAV. LAVATORY AND EXTENDS FROM THE BOTTOM TO THE TOP OF PRIOR To STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME 1! O.Q c X08 �o,° A'QOOF q!lSFO O L.C. LINEN CLOSET ALL PERIMETER FLOOR FRAMING MEMBERS. RESPONSIBILITY FOR FIELD CHANGES WH C 4 VARY FROM THE CONSTRUCTION ''� o'S' �s °y�C'�Q OXY 500 MIN. MECHANICAL DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN 9TF yFT L O MIN. MINIMUM EXPOSED EAR I UNV TED L SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, MAX. MAXIMUM CRAWL SPACE WALLS SHALL BE COVERED WITH O CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED OBTAINED. m O MLDG. MOULDING RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE .o Csf M.O. MASONRY OPENING 'Q N.I.C. NOT IN CONTACT DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. Oo SHAFTS, SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED �3" T O.C. ON CENTER SPACE 5AFTS, PEN17.ALL BE SEALED. �- ,Q c,�,O L THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT O O.H. OVERHEAD THE AREA OF EXCAVATION AND CONSTRUCTION. �� Oyu+s �� P.C. POURED CONCRETE P.T. PRE55URE TREATED BATTS IN NARROW CAVITIES SHALL BE CUT TO TF.Q O 18. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL R. RISER NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE D RAD. RADIUS PERMANENTLY ATTACHED TO THE CRAWLSPACE DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO REF. REFRIGERATOR WALLS. STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE O SITE DUE TO CONSTRUCTION. •-� REINF. REINFORCED X� O R.F. RESILIENT FLOORING GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. 19. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR R.R. ROOF RAFTER S.D. SMOKE DETECTOR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE .� O RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE X(.4 ...t SH. 4 PL. SHELF 4 POLE RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. O SOWR• TO THE DRYWALL. TIGHT AND IC RATED. SOFT. SQUARE FEET 20. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4" DIA. T.0 TONGUE t GROVE O BATT INSULATION SHALL BE CUT NEATLY 70 FIT BOT/LT5 @ 24 O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF }C C� TEMP. TEMPERED GLASS AROUND WIRING AND PLUMBING IN EXTERIOR BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. O PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION �+ « T.O. TRIM OPENING READILY CONFORMS TO AVAILABLE SPACE SHALL 21. 'TRUSJOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT �„-x""`--X �� �' TYPICAL' EXTEND BEHIND PIPING AND WIRING. CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS QC�f O V.I.F. VERIFY IN FIELD SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT J W WASHER THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. .6" O W.C. WATER CLOSET 5140WERIM ON ADJACENT TO SHOWERS AND TUBS SHALL rJ/ F WD. WOOD EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. TUBS SHALL BE INSULATED. W.F. WATER FOUNTAIN 22. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY W.N. WATER HEATER THE AIR BARRIER SHALL BE INSTALLED BEHC IND MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN 6 �D'�Qc1 ��� �+ W.I. WALK-IN ELECTRICALAN-ME BO}: ELECTRICAL OR COMMUNICATION BOXES OR CITSEPRIOR TAR DBSTART OF CONTRACTOR TO OBTAIN JOIST LAYOUT °i�" v"1 1!! ,, ,� .. SEAL FROM THE MANUFACTURER W.W.F. WELDED WIRE FABRIC ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. 40 HVAC REGISTER BOOTS THAT PENETRATE 23. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND A HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE 5NALL BE SEALED PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. R Rc DESIGN LOAD5 TO THE SUBFLOOR OR DRYWALL. a . r y2 .�°'A �5�� STRo '�� 24. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE 66 WHEN REQUIRED TO BE SEALED DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY �. •� USE LIVE LOAD 1LB/SQFT.] DEAD LOAD ELB/50FT.] SPRINKLERS SHALL ONLY BE SEALED FIRE ALED INA IN WHICH THE PROJECT IS LOCATED 1 PROPOSED SITE PLAN Scale, 1' = 20'-0' S� A,0_ ' •"---...,� EXTERIOR BALCONIES 60 10 MANNER THAT 15 RECOMMENDED BY THE 25. MANUFACTURER. CALKING OR OTHER ADHESIVE 25. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED CloverO S DECKS A0 10 CONCEALED SPRINKLERS SEALANTS SHALL NOT BE USED TO FILL VOIDS WHICH COULD NOT BE DETERMINED PRIOR 70 CONSTRUCTION START THEN THE /�G /jC` `��, BETWEEN FIRE SPRINKLER COVER PLATES AND CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE -Y� �/ ✓' Q- PASSENGER VEHICLE GARAGES 029 10 WALLS OR CEILINGS. IN CONSTRUCTION DETERMINATION. ��/ y '9li69 Q _ /y �9�� ATTICS WITHOUT STORAGE 10 10 OF N��� ATTICS WITH STORAGE 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 PRESCRIPTIVE DMIGN METHODS SLEEPING ROOMS 30 10 130 MPH WIND ZONES VENT THROUGH ROOF (TYP.) VENT THROUGH ROOF TYP. a Copyright e Ar STROeserveMSKI arca right to repp.cAll rights ( ) reserved The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized STAIRS 40 10 alteration of these documents is a violation of the New York INFORMATION TAKEN FROM (WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - FAMILY DWELLINGS 2018 EDITION 200 10 ( ) I State Education Law.These drawings and specifications are GUARDRAILS AND HANDRAILS an instrument of service and are the property of the Architect 50 10 ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON 5HEET5 W-1 AND W-2. These drawings and specifications are not to be used on any GUARDRAILS IN-FILL COMPONENTS ROOF ' other project,except by written permission of the Architect. FIRE ESCAPES 40 10 I. FLOOR AND ROOF DIAPHPAGM BRACING REQUIRED. PERPENDICULAR BLACKING AT 4'-0' INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. 3n 3" PROJECT NO. 22-AR030 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROVIDE 1-1/4' X 20 GAUGE METAL STRAP LI SCALE 1/4"=V-011 DATE 7/12/2023 SYMBOLS: FASTENED AS PER SHEET PH TABLE 3.4 AND DRAWINGS ON SHEET W-2. GUEST BATH " LAUNDRY 3 KITCHEN BATHRooM MASTER BATH 3 -----J---- �� -T-3"___ __ 3"_ 2„ DRAWN BY TLD CHECKED BY RS 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE NAILING SCHEDULES OF SHEET W-I TABLE r---T-- 1 5.D.0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED 3.4A, 3.9A. i2N �3" I j „ ; „ TITLE C.M.® CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AS PER MANUFACTURER'S 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SHEET A-2 AND SHEET W-1 DRAWING 2. 1-1/2" I 13" I I KI GHEN I 1 �� I I-i/2 13 SPECIFICATIONS AND HARD WIRED ANCHOR BOLTS ARE EMBEDDED IN THE FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. 1 1 MOP NK I i SI�K !�I/2 i i \ E'`- .11 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET W-I TABLE 3.1, LAV. ; ?� I i �f W I C, LAV. LAV. 1 LAV. W 1 C. I I I �...._.) i �' G. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS SPECIFICATIONS. TAT I 1 � i S}� j I 1 I �T I � � t Proj ect O DOOR DESIGNATION (SEE DOOR SCHEDULE) 1-145P 1 DISH I I t�Fn 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE UPPER 1/3 OF THE ROOF FRAMING. I-I 4" 3' WASHER 1 1- /4" 3" 1-1 4" 1-I 4" SECTION MARK (DWG#/SHEET) SHOWER Information STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W-2. FIRST FLOOR I SHOWER I 1 1/2" 1 I/2" I SOW i-I/2 A DETAIL SECTION MARK (DWG /SHEET) I 1/2 3 2 2 " u 2 2 2 ^��---' 8. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED IN THE NAILING SCHEDULES ON SHEET " " „ C.O. " 2 " " n 1' DETAIL DRAWING MARK (DWG#/SHEET) W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SWEATING SUBSTRATE BEING USED. C•O• " 2 1-1/2" C O C.O. C.O. n 3„ 3n � 1 G.O. G.O. ` GRADE / 3n C.04 3„ M.C.O. I 4" 4„ SHEET M.C.O. 4" / TO SGHD APPROVED IBSML FLOOR SANITARY SYSTEM Cover 2 PLUMBING RISER DIAGRAM Scale: 1' - 20'-0' Cover A-4 A-5 + :•. a , 35'-6' I I'-6' 17'-7' 14'-0" 4'-9' 2'-10' M.O. 20'-4' 2'-10' M.O. 414 5'-7' 2'-10' M.O. 5'-7' 71 PROVIDE 4' PIPE SLEEVE architecture, p.c. TOR POOL ELECTRIC. 30' BELOW FINISH GRADE CORNER HOLD-DOWN ANCHOR PROVIDE WINDOW WELL AS STEP FOOTING AS P.O.BOX 1254 JAMESPORT,NY 11947 AS PER SHEETS W-I AND W-2 REQUIRED REQUIRED VINYL BASEMENT WINDOW TO PHONE(63I)779-2832 FAX(63I)779-2833 (TYPICAL ALL) J BE SET INTO CONCRETE - - - - - - - - - - - - - - - - - - - - - - FORMWORK. (TYP. ALL) • • . 3' a' ,•• • •. . .. .. d .• 1 e' 2' - - - - - - - - - t - - - - - - - -- I CORNER HOLD-DOWN ANCHOR F- N ® DROPPED F NDATION - DROPPED FOUNDATION AS PER SHEETS W-1 AND W-2 iv I I I I I WALL FOR S EPS �, WALL FOR STEPS LINE OF MASONRY SCREEN PORCH (TYPICAL ALL) N � 1J L - J L - - - - - - ABOVE- - - - - - - - - --- - I I �Iib , - - - - - _ - - - - - - oJ I ,SII I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b It qb "n b I ( 23'-I" o 7'-9" ~ 3' 4' 8" 4� DROPPED FOUNDATION WALL 4' -� REQUIRED STEP FOOTING As ' CN, I = = FOR MASONRY SLAB r c A-4 �' �` �I_ - 1 I- - - - - - - I A-4 _12 Y11 V - - - - - - - - - - --•p 1 L I 1 o 11 N I- I -1 L PROVIDE GIRDER POCKET 4' POURED CONCRETE SLAB W/ I I it 7/6' I K o AS REQUIRED I I WW.M. OVER COMPACTED CLEAN ;Q TJI PRO 360 FLOOR JOIST Proposed New Construction @ 16 ON CENTER For: - - - - - - - - - - - - - - - - - - - - - - - - - UP I3 EQUAL I I I FILL AND 6' RCA BASE ' " I 77 RISERS -PROVIDE JOIST HANGERS FOR I `-^ I I 0 r - - - - -°- - - - - - - - - - - - - -- - - - - - - - - I ° FLUSH CONNECTIONS. TYP. ALL. I I �' PROVIDE DOUBLE STUD I- I F-1� I -� I 1 FRAME TOU> EGRESS A� Gra OLID ACQ FOR o BASEMENT. I I i DROP PORTION OF FOUNDATION 4' I I WINDOW INTO WALI STEP FOOTING ADHERE WITH PL GLUE AND 1 - L -f I FOR MASONRY SLAB 1 I '_ 1 PROVIDE EGRESS WELL AS RAMSET ANCHORS -- I x I I 1 1 REQUIRED. USE ST KING Re S 1 enc e I d 1 1 I _ 3 1/2' DIAMETER STEEL COLUMN I I v ; I 1 1 LL NDSCAPE BLOCK 0 CR TE I II LVL � ' (STANDARD WEIGHT) WITH 1/4 I I ® IWELL I I I I FLUSH BEAM I F I THICK TOP AND BASE PLATE I - - - - - - - - - - - -I I PROVIDE GIRDER POCKET 1 1 II I- I F� I Lul_I 1 .0 - - - - - - a AS REQUIRED I I _I_ PROVIDE GIRDER POCKEf - - - - - - - - - - - - - - - - - - - - �rll LVL FLUTBEAM > __ (2)_11 MI OLAM LVL FLUSH BEAM TH:_ AS REQUIRED I BEARING WALL ABOVE 0 CV II 7/8' TJI PRO 360 FLOOR JOIST I v Ck ` I I 174 I @ I6 ON CENTER I s I - TYPICAL CORNER HOLDDOWN DETAIL: Imo- �F-1� I __�z)a%' MICROLAM LVL FLUSH BEAM ' 2) LVL FLUSM BEAM _ �� BEARINF, WALL >- I372 Li Mouse Road 22'-9' 6 II'-3' N II'-6' 18'-2" ca - 13'-0' I 8" 1 g OUTSIDE CORNER CONDITION -fin L7t ___j -2 Southold, New York I I97I I I 1 1 F-� I - _ DOUBLE JOIST ° t WV ABovE -- - - I S.C.T.M.#I000-50-5-7 I I GARAGE SLAB b' POURED CONC. SLAB W/ W.W.M. I I -� L �I- J -- - I I I - BASEMENT i j REVISIONS 4 - - r ; 1 "' I 1 I 1 7/8' TJI PRO 360 FLOOR JOIST I S' 4" POURED CONCRETE SLAB @ I6' ON CENTER I r sl I O 7-I3-23 Issued For Review PROVIDE 4' PIPE SLEEVE � I I FOR MAIN ELECTRIC. 30' I '° II `-I ® I ' ' 2 7-I8-23 Issued To Buildin De art. I I BELOW FINISH GRADE I L - - - --- I a- O g P II 7/8' TJI PRO 560 FLOOR JOIST 1 _ o I • I - PROVIDE GIRDER POCKET I- _ @ I6' ON CENTER I J d + I , INSIDE CORNER CONDITION I I I AS REQUIRED I ^ F_2 I I O 3 II" 2'-10' M.O. 4'-3' m CLI ( I I DA REPORTION N FOR OFOUNDATION STEP FOOTING o 1 _ O 0 n'-3' - I I L -I- J (STANDARD WEIGHT) WITH AMETER STEEL 4"N I ( N A- 4 I _�) II r(3 MICROLAM LVL FLUSH BEAM O ' I L - - - - - - - - - - - - - - - - - - - - - - - - - 8 I II'-0' 8' II'-6' THICK TOP AND BASE PLATE 30'-9' - RqAWVE - -- L. =� Q _,-.____._..._._.•_+4T._. �_.__tea.._< -.___r -`"N• .-._��_,__ _�S _._.._.-...._'_�'_� CD I \ j� I I I �-- - - - - - - - - - - - - -- - - - - - - - - - - - - - I I W-61/2' 9'-01/2' O CID - - - CL I 1 I I � NER HOLD-DOWN ANCHOR I �) 11 �' MICROLAM LVL FLUSH F� � Fkc -2 I °•• I 0 " PEAL AF S W-1 AND W-2 • ° -- - - - - - - - - - - - - I�1NG7 SAM L-l�-I--- -- -i �-I- - - - WALL ABOVE NOTES, O ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH 9-4 M.O. I-8 9-4 M.O. I-10 ( a PROVIDE GIRDER POCKET L - - J O 17- CENTER LINE OF EXTERIOR WALL ABOVE _ - 7 d I AS REQUIRED N I II 7/8' TJI PRO 360 FLOOR JOIST 1 24'-0' 1I'-0" I DROP PORTION OF FOUNDATION 4' I I @ 16" ON CENTER O ch I I FOR MASONRY SLAB I I '� I I O DOOR SCHEDULE STEP FOOTING - -I I 1 i I- +F-� I 1 _ DOUBLE JOIST O WALL ABOVE EXTERIOR DOORS 2 I I I I II 7/e' TJI PRO 560 FLOOR JOIST }r J- - - - - - - SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS A_5 R I I I O 1 1 v I t I @ 16 ON CENTER DOUBLE II W MICROLAM LVL I 1 OI 3¢x a¢ THERMA TRU HINGED FCM81125 24 S.F. 24 S.F. _BEARING WALL ABOVE 02 2 Q x 8¢ THERMA TRU HINGED CCA81125 21.3 S.F. 21.3 S.F. I �' I 12'-1' b'-ON 12'-6' 1 O 03 3¢x 6¢ THERMA TRU H14GED 55174800 20 S.F. 20 S.F. HR. RATED WITH SELF CLOSING HINGES is I 4' POURED CONCRETE SLAB W/ I I - - - - - - ¢ ¢ , W.W.M. OVER COMPACTED CLEAN I ao Ocr FILL AND b" RCA BASE I 0 I .• SEAL 4 6 x 8 MARVIN ULITMATE FRENCHWOOD HINGE ELIFD6080XX 48 S.F. 48 S.F. ¢ ¢ L - - - - - - - - - - - - J -, ,® I PROVIDE GIRD POCKET O 9 x 8 CLOPAY OVERHEAD GARAGE I - - F I AS REQUIRED I INTERIOR DOORS 1 1 DROPPED FOUNDATION WALL 4' SYMBOL SIZE TYPE REMARKS FOR MASONRY SLAB - - - - - - - - - - - - - - -- - - - I I R ARC / ¢ Q POURED CONCRETE STEPS I DROP FOUNDATION As WALL LEGEND: O 2 x 6 HINGED � REQUIRED FOR STEPS DROP PORTION OF FOUNDATION 4 II 7/6" TJI RO 360 FLOOR JOIST � J � ? �` 0 SrROg✓s EXISTING WALL TO REMAIN Ck OB 2�x b fz HINGED 70 1 ( I N EXISTING WALL TO BE REMOVED OC ZQ x b f: HINGED 1I I I II © NEN 2' X 4' WOOD FRAME WALL i ¢ f! I'-II" I e" 10 10'-0' I'-6" I6'-3' 4 6� 12'-6' I 8" 0 NEN 2' X 6' WOOD FRAME WALL 1 2� K, © LOAD BEARING WALLS OD 3 x 6 HINGED 9�. 029169 d 0 4¢x 6 4 DOUBLE HINGED '� L OF N� F 5¢x b Q DOUBLE HINGED - 4' POURED CONCRETE SLAB W/ I I ®• O _- - - - - - - - --- W.W.M. OVER COMPACTED CLEAN I _ - - - - - - - - J NEW P.C. CONCRETE WALL FILL AND b" RCA BASE I ! FIRE BRICK I Co i ht 2022 STROMSKI architecture, c All ri hts -- r - - - - - - - - - - - - - - - STANDARD BRICK reserved.The Architect reserves the right to reproduce this 0 4¢x6& GLIDING - - - - - - _ - - - - - aD PYt'g p• • s ¢ Q DROP FOUNDATION AS :r design in its entirety or any portion thereof.Unauthorized OH 6 x 6 GLIDING o L _ I I CORNER HOLD-DOWN ANCHOR AS REQUIRED FOR STEPS �., . _� D DROPPED MASONRY alteration of these documents is a violation of the New York PER SHEETS W-1 AND W-2 State Education Law.These drawings and specifications are J 1 (TYPICAL ALL) an instrument of service and are the property of the Architect. ND7E5 / 1 9. rl I These drawings and specifications are not to be used on any I. ALL GLAZING TO BE HIGH PERFORMANCE AND L.OW-E UNLESS NOTED OTHERWISE. co 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886. IF IMPACT _ _ _ _ _ _ _ oth"pr°1"t,`x"pt by°"r;tt`n p"n'ission ofth`A"hit"t RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF V SHALL BE _ -I 1 (- PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. -- -- -_-- PROJECT NO. 22-AR030 3. ALL INTERIOR DOORS TO BE THREE-PANEL SHAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET �- - - - - - - - - - - -t STEP f ING SYMBOL LEGEND: SCALE 1/4"=1'-0" DATE 7/12/2023 DOORS TO BE SINGLE PANEL SHAKER STYLE DOORS. 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM B" WINDSOR ONE. DR WN BY TLD CHECKED BY RS ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE s.D. INTERCONNECTED AND HARDWIRED TITLE WINDOW SCHEDULE II'-b' 4'-0' 8' 9'-9" 2'-8' I'-4" 13'-0' Ilk SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS 43'-7' ® CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ® MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E-2 13.42 SF. 12.28 SF. 34.72 SF. YES CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD ® MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23222 4.84 SF. 4.43 SF. 13.64 SF. NO WIRED Proposed © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-2 11,54 SF. 10.56 SF. 30.2 SF. YES QD MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI 5.77 5F. 5.28 5F. 15.1 SF. YES A_q ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Foundation Plan ❑E MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-3 17.31 SF. 15.84 SF. 45.3 SF. YES MF MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDWG22022 3.11 SF. 2.70 SF. 9.24 SF. NO O? DOOR DESIGNATION (SEE DOOR SCHEDULE) GG MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDNG2323oE 6.70 SF. 6.14 SF. 17.9a SF. YES i PROPOSED FOUNDATION PLAN Scale: 1/4' - V-0" a MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 SF. 1.69 SF. 3.20 SF. NO A-I 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) ' ? `-- SECTION MARK (DWG#/SHEET) �J GENERIC BASEMENT SLIDERA40PPER 32'x18' 1.2 SF. 2.4 SF. 4.0 SF. NO DETAIL SECTION MARK (DWG#/SHEET) SHEET r7� QK MARVIN ULTIMATE COLLECTION,CASEMENT UCA284BE 6.71 SF. 6.37 SF. 9.36 SF. YES NITl� �--'' DETAIL DRAWING MARK (DWG#/SHEET) 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 1 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886. IF IMPACT 1 RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' 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 R301.2.1.2 ON 514EET W-I. 3. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. 2 2 A-5 A-4 t { 35'-6' II'-b" 17'-7' 14'-0' ry i ~ 7'-10' 4'-2' 9'-0' 8'-b' b'-0' 5'-6' 6'-0" 7'-0' 7'-0' at'CI"1ltecuire, p.c. 947 r--- -------------------- --_-__-- ---------------------- REE P.O.BOXI 1) JAMESX(631) X1833 PHONE(63I)779-2832 FAX(63I)779-2833 D GRE55 D SCREEN PANELS TO BE BUILT IN FIELD (5CREENEZE SYSTEM) _ ------ _ SCREEN DOOR TO DOUBLE KING AND DOUBLE n PROVIDE (2) 2'x10' MDR - -I I i - i I b'xb" ACO FARING POSTS BE BUILT IN FIELD JACK POST ALL OPENINGS ON ALL I DOORS U.N.O. AND ( i j WRAPPED ,ITN WHITE PVC TRIM 3'_6" 3'-b' 3'-6' V-6' ' ' 6' OVER 48'. TYP. ALL I 2 X 8 CEILING JOIST i - _ I E I @ 16 ON CENTER _ 51 --- - _ � - ----- --- ---------- EGRESS I BATH � I, TTING AREA � � 2 / M.L.T.JC-�,° I CERAMIC TILE a 21XIO' - I ERAMIC TILE O ® tr , (2) 2x10 DROP HEADER S.D. 2' X 8' CEILING JOISTZr- I I I m ' @ 16' ON CENTER DECK o Q I '; 4'X4' ACQ POST WITH GUEST 5U I E t o I i MASONRI� PAVERS 1 �, VERSAWRAP CERAMIC TILE IN 2 �----------i------- -- 1 II W.I. CLOS C p ❑A N , A-4 II ( (N ' I.L. LVL MDR (2) q 1/2" >=L.VL NDR 2' X 10' CEILING JOIST - - ---__-_ ii CERAMIC TILEt, q lam- ------ __ __ @ 16' ON CENTER - - - 8'-10' 4' 13'-10' -- 6" :0 7-4 4 -3'-4�' -- 11'-0' 6� 1T-T 6' `3'-0' -- TO BASEMENT �r I r SCREEN PORCH f 1ASTER BEDROOM N Proposed New Construction -_ a MASONRY PAVERS HARDWOOD - I For: N - _q tyi I :o MK_ 2" X S' CEILING JOIST Gra C14 ALL DOORS AND @ 16' ON CENTER I y I �? w 6 WINDOWS TO BE Cr v o = cwt , BLACKI • o o _ - -- ----- - -- I s l d e n c e o - - Re Q ' ® x DINING ROOM 2'-q /z' 6'-0' 6'-0' 2'-q 1/2" Q S.D. N ;9L6 n HARDWOOD � 0 ❑G PROVIDE (2) 2'x10' NDR - __ _ __ ON ALL WINDOWS AND I 73 II r� M.L. LVL FLUSH DR " _ 2 1/2 M.L. L MDR CONTIN S- DOORS U.N.O. ---- - UE3 E L � I I CM I o I I .� PROVIDE 2 2'x10" NDR MUDROOM ON ALL WINDOWS AND O WALK-IN II GARAGE o 3 DOORS U.N.O. I POURED CONCRETE i i v� I I i I r- BUILT SHELVINGNMILLWORK ,,,] 2) 2I +J 'x10' NDR -uo', HARDWOOD II i N o I Q Q D 1 1 g I372 Lightouse Road � I - ' (nn I r j MAJESTIC BILTMORE FIREPLACE. '� ; Southold, New York I I97I 2' X 12' CEILING JOIST o " .f, III j REVIEW DETAILS WITH OWNER � S.C.T.M.#I000-50-5-7 I @ Ib ON CENTER UTILITY/I � N � z I I I FOR PRICING. STAINLESS STEEL p ° ° � I I v ---FLUE [u _t I C.T GREAT ROOM Q (� ' REVISIONS I b' 23'-0" b' 11'-0' I 6' Il'-0' o:n I 6� S.D. 17'-q' HARDWOOD - ----- FAUX RIDGE 70 j O 7-I3-23 Issued For Review - - I 0 I N I tdz � O x� �' ) a N MAS BATH ® O 7-I8-23 Issued To Building Depart. ❑D j i"i` AULTED CEILING C.T. h QLl 00 KITCHEN n © °o o HARDWOOD O r -------------------- ----, - a 1 BUILT IN MILLWORK 0 o I " o ``17 -F-C-L�L� DDS I I < ---- - -� SHELVING 04 U j 0 - X m N O I o I -- I I z�iI O ' r2f I ,r xq V2' ICROLAM LVL r2jll%2'MICROLAM LVL I 1 I I O I I III CLOS. u � I O DOUBLE KING AND DOUBLE JACK POST ALL OPENINGS i `r ® ---------- OVER V. TYP. ALL QI O o BATH X ' 0 x� _ O 51.4 N �i i C.T. 2'-0' q'-0' 2'-0' q'-0' 2'-0' 5'-6' 5'-6' I I b'-0" 5'-6' b E 12'-5' 4" 5'-0' --1 4+ 3'-8' 4"I 2'-I' 4'-0" IT 24'-0' Cr 11 O O- CLO$• N -; PROVIDE (2) 2'x10' MDRJ ^I ® II °N O DOOR SCHEDULE u ON ALL WINDOWS AND 0 "' S.D. II DOORS 2 I1c DOORS U.N.O. O 14AR�DWOOD I v Its- EXTERIOR g STUDY - - - ----- O SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS A-5 I N a Q Q A I a. HARDWOOD ® O I C OI 3 x 8 TNERMA TRU HINGED FCM81125 24 S.F. 24 S.F. I� ❑1 O - M O O2 -2a x 8 THERMA TRU HINGED CCA81125 21.3 S.F. 21.3 S.F. 1 I � (2) 2 x10 ROP HEADER O 34 X6 THERMA TRU HINGED SSF4800 20 S.F. 20 S.F. HR. RATED WITH SELF CLOSING HINGES IJ I I S D I SWING PORCH - .h ® 6 XB MARVIN ULITMATE FRENC14WXD HINGE ELIFD6080XX 48 S.F. 48 S.F. ItY v + Q U MASONRY PAVERS �, I I SEAL O5 qp x 8 2 CLOPAY OVERHEAD GARAGE ; �� ; N JUN I MCAS - ------OOM INTERIOR DOORS r l 2' X 10' CEILING JOIST,, I a I ❑A i '��' HARDWOOD i R AR @ I6 ON CENTER 0-8 1/2' 0-81/2' 2'-4' 2'-4' I 6' = I WALL LEGEND: �� c SYMBOL SIZE TYPE REMARKS ' I 13'-0' �' -_-- - I �� SjR OA 2�x 6 HINGED I I lV0 O��s (� 1 I =I = L CID EXISTING WALL TO REMAIN OB 2�x 6 HINGED I 9i �; j A-5 EXISTING WALL TO BE REMOVED t1 I 0 NEW 2 X 4 WOOD FRAME WALL O 2�x 6!Z HINGED i I cod of 2' X 10' CEILI IS7 -- ---- ----- _L I " " O ¢ Q of 16' ON C ER „V f I NEW 2' X 6' WOOD FRAME WALL D 3 x 6 HINGED i z' N w Q =I 9 d?916g O 0 4�x 6 DOUBLE HINGED I I 4 nl N = �! ---- © LOAD BEARING WALLS T a n ' --J.1NIZ_OE-BUILD=IUPHEADDDDDDER ON PORCH 'I I OF N� 3 2'x10" DROP MEAD MASONRY PAVERS 91 I NEW P.C. CONCRETE WALL O 5 x 6 DOUBLE HINGED -_13) -- - -- �I (2) 1/2' M.L. LVL HD OG 4 a x 6 a GLIDING B x18 CMU MASONRY COLUMN - - BASE. WITH CULTURED STONE i FIRE BRICK �i I C� EG 5 ;p Copyright 2022 STROMSKI architecture,p.c.All rights VENEER AND BLUESTONE CAP I I zl © I 0 STANDARD BRICK reserved.The Architect reserves the right to reproduce this H 6 Q x 6 a GLIDING TYP. ALL I I I design in its entirety or any portion thereof.Unauthorized O L 11NE �U11�D=UP_Hl ADDER__ __________-------- --------------------------- I DROPPED MASONRY alteration of these documents is a violation of the New York - J State Education Law.These drawings and specifications are NOTES: " - -- --�2'xl0' OP HEADER -- - DOUBLE KING AND DOUBLE g p 6 xb ACO POST WRAPPED WI -- p an instrument of service and are the property of the Architect JACK POST ALL OPENINGS I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. SPLIT DRAFTSMEN FIBERGLASS I � These drawings and specifications are not to be used on any 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND OF ASTM E 1886. IF IMPACT COLUMN WITH CAP AND BASE. OVER A8• M. �- other Project,except by written permission of the Architect. RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE TYP. ALL.(WITH METAL BASE - PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS PLATE AND STRAPPED TO L--- _ _______ PROJECT NO. 22-AR030 MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. HEADER) 3. ALL INTERIOR DOORS TO BE THREE-PANEL 5NAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET SCALE 1/4°-I-0" DATE 7/12/2023 DOORS TO BE SINGLE PANEL 5NAKER STYLE DOORS. SYMBOL LEGEND: 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. DRAWN BY TLD CHECKED BY RS ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE WINDOW SCHEDULE 4'-0' II'-I' 3'-0' 7'-0' T-0' S.D. INTERCONNECTED AND HARDWIRED TITLE SYMBOL MANUFACTURER I TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS RA MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDWG23230E-2 13.42 SF. 12.28 SF. 34.72 SF. YES 11'-6' 18'-1' 14'-0' CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ® MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDNG23222 4.84 SF. 4.43 SF. 13.64 SF. NO CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED Proposed © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDWG23226EI-2 11.54 5F. 10.56 SF. 30.2 SF. YES DQ MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI 5.77 SF. 5.28 SF. 15.1 SF. YES 2 QE MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDNG23226EI-3 17.31 SF. 15.84 SF. 45.3 SF. YES 1 PROPOSED FLOOR PLAN Scate: I/4' 1'-0" A-4 Q? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Floor Plan QF MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG22022 3.11 SF. 2.70 5F. q.24 SF. NO A-2 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) 60 MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E 6.70 5F. 6.14 SF. 17AB SF. YES O DOOR DESIGNATION (SEE DOOR SCHEDULE) 1 MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 SF. I.bq SF. 3.20 SF. NO SECTION MARK (DWG#/SHEET) �J GENERIC BASEMENT 5LIDERA40PPER 32'x18' 1.2 SF. 2.4 5F. 4.0 5F. NO ❑K MARVIN ULTIMATE COLLECTION CASEMENT UCA2848E 6.71 SF. 6.37 SF. q.36 SF. YES DETAIL SECTION MARK (DWG#/SHEET) SHEET NOTES: ®�' DETAIL DRAWING MARK (DWG#/SHEET) 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 Igg6 AND OF ASTM E 1886. IF IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE A - 2 PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SWEET W-1. 3. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BT WINDSOR ONE. J'l 11 2 2 A-5 (architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 GABLE END WALL ❑H H (2) VX61 HDR - I II IIS, I IIID II II III II II II II ❑" 0GABLE END WALL IIr7= 7 G I ABLE END WALL (2) 2'x8 MDR I I I I I I A 2 I'-6' I� � 16 ROOF CENTS II ' II I II 11 AI4 II ''i II II � II II II II A-e 4 jV IL - - - - - - - - - - - - - - 2' X 12' ROOF RAFTER FRAME WALLS TO UNDERSIDE F ROOF. PROVIDE �ADX F- - - - - - - - - - _ - - - - - - - - @16' ONCENTER I Proposed New Construction O - STOP. INSULATE WALL 112' X 12' ROOF RAFTER I I I I For: @ ib ON CENTER I I I 2' x 12' ROOF RAFTER I , I I @ I6' ON CENTER I I I I C7ra I 2' X 12" ROOF RAFTER I I Y NDERS PROVIDE (4) 2' X 6' n J � IF AI I I N �q4s OF RR FRAME . PROVIDEALLS TO /2 IEE I I @ I6 CENTER WOOD POST I I F` I ( Residence ON OUT IDE FOR SMOKE STOP. INSULATE WALL I I I I I 2S I PROVIDE T) 2' X 6' x m I I l ROOF HEADER BELOW _ -- L - - - -IT--- - _ _ GABLE END WALL t - - - - - - - - � - -- - - - - I I - DBL.RooF ��� I I (2) 1 )4" x II � MICROLAM LVL RIDGE BEAM PROVIDE CRICKET m -- - -- -- -- -- - -- -- FOR DRAINAGE / LU _ I372 Lightouse Road 2' x 12' ROOF RAFTER __ - J L _ _ _ _ _ _ - _ � � � C" / - -r� - � Southold, New York 11971 @ 16 ON CENTER ac - ! ROOF DRAINAGE CRICKETq ---IT--- I I S.C.T.M.#I000-50-5-7 .o o � � --- ---- -- ---- :off � 2' X Id' I .R. IFS C4, ;� 16, �c 2" x 4' WOOD FRAME REVISIONS 10' R FTER x - FOR FIRE PLACE FLUE 5€ N s \\ @ 16' ON TER ; I I O 7-I3-23 Issued For Review x \ O 7-I8-23 Issued To Building Depart. N PROVIDE RUBBER \ N I 2' X 12' ROOF RAFTER ROOF COMPATIBLE -/ '§ @ I6 ON (ENTER WITH ASPHALT O SHINGLE ROOF PROVIDE CRI ET ^� - - - - - - - - - - xm, 'Oq FORDRAINA - xq O AL I n O _J 0 L - - I xm,- - - - (2) 2' i HDR I � iv 1-6' FRAME WALLS TO UNDERSIDE ' ❑ ❑ PROVIDE (4) 2' X b' OF ROOF. FOR VAULTED o �n WOOD POST CEILING IN GREAT ROOM U O - PROVIDE 3/4" CDXBEHIN -----------------� I - - - - - - WINDOW. PAINT OUTSIDE Ty'x - RIDGE BEAMSURFACE BLACK. PROVIDE. LINE OF ROOF STOP FOR INSULATED WALL ❑H O - - - - - - J PROVIDE X 4� DOOR SCHEDULE FRAME WALLS TO UNDERSIDE WOOD POST OO - - EXTERIOR DOORS OF ROOF. PROVIDE 1/2' CDX I I I I O ON OUTSIDE FOR SMOKE I I O SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS STOP. INSULATE WALLRi I 3¢x 8 Q THERMA TRU HINGED FCM81125 24 S.F. 24 S.F. i I I n I L == J L 0 2O (3) 2' X4" WOOD POST FOR O2 24 x 8 THERMA TRU HINGED CCABI125 21.3 S.F. 21.3 S.F. A-5 i I I I P1111 ROOF HEADER TO WALL 3 32 6 THERMA TRU HINGED SSF4800 20 S.F. 20 S.F. HF DRBELOWx MR. RATED WITH SELF CLOSING HINGES6 x 8 MARVIN ULITMATE FRENC14WOOD HINGE ELIFD608M 48 5.F. 48 S.F. ca 9 x 8 CLOPAY OVERHEAD GARAGE IN N II j 1 I ' I N SEAL INTERIOR DOORS I 9- SYMBOL SYMBOL 51ZE TYPE REMARKS ( I I a 2 x 6° HINGED x m WALL LEGEND: ��R STRcAl V 2 x 6 HINGED 2' X 12� ROOF RA !ER i I I N ----- EXISTING WALL TO REMAIN �� 0 Ods �� 0 2Qx 6 HINGED w ! @ Ib ON CENT ! 111 I ___-- EXISTING WALL TO BE REMOVED ;. - O2 Q ! ! _ ! I I A-5 0 NEW 2' X 4" WOOD FRAME WALL D 3 X6 HINGED i ! x 2 X 12 ROOF RAFTER ! r OE Q i i @ 16' ON CENTER i I " I F__771 NEW 2' X 6' WOOD FRAME WALL 0291* 4 x b DOUBLE HINGED O� a $ i i N i I (2) 2x8 DRI WALL. FRAMEDOVER RAFTER C- 7 LOAD BEARING WALLS OF N_ OF 5 x 6 DOUBLE HINGED ! ! �' ! a ❑H NEW P.C. CONCRETE WALL LINE OF DORMER ROOF 0 FIRE BRICK V 4 x 6 GLIDING Copyright 2022 STROMSKI architecture,p.c.All rights OH 6 Q x 6 GLIDING II�� I (2) 2 HDRi I I STANDARD BRICK reserved.The Architect reserves the right to reproduce this - -- -- - -- - QDL. ITL_-T -- - - - --_T- - design in its entirety or any portion thereof.Unauthorized NOTES: - - - _ - - - ! 0 DROPPED MASONRY alteration of these doc rnents is a violation of the New York I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. State Education Law.These drawings and specifications are 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M15SILE TEST OF ASTM E 1996 AND OF ASTM E 1886. IF IMPACT ! I T instrument s service and are the property of the Architect. - ---------- ---------.� � These drawings and specifications are not to be used on any RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE other project,except by written permission of the Architect. PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELSJ @ Ib' ON C 2) 2'x8' HDRLL II J MUST BE FASTENED AS PER TABLE R301.2.1.2 ON 5NEET W-1. L = _ _ 3. ALL INTERIOR DOORS To BE THREE-PANEL SHAKER STYLE DOORS. DOORS TO BE SOLID CORE WOOD MDF PRE-PRIMED DOORS. SLIDING CLOSET WALL PROJECT NO. 22-AR030 ❑H LINE OF HOUSE ROOF DOORS TO BE SINGLE PANEL SHAKER STYLE DOORS. SCALE 1/4"=1'-0" DATE 7/I2/2023SYMBOL LEGEND: 4. INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. DRAWN BY TLD CHECKED BY RS iZ AND MULTI-STATION WINDOW SCHEDULE 5.D. ITERCONNECTED AND 14ARDWIR E ALARM TO BE INTERCONNECTEDD TITLE SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS ❑A MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E-2 13.42 SF. 12.28 SF. 34.72 SF. YES a CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AS PER © UNG MARVIN ULTIMATE COLLECTION DOUBLE HUDHG23222 4.84 SF. 4.43 SF. 13.64 SF. NO CmWIRED MANUFACTURER'S SPECIFICATIONS AND HARD © MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-2 11.54 SF. 10.56 SF. 30.2 5F. YES Propose d nD MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDW23226EI 5.77 SF. 5.28 SF. 15.1 SF. YES I PROPOSED ROOF PLAN Scale: 1/4" I'-0" ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) Roof Plan ❑E MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23226EI-3 17.31 SF. 15.84 5F. 45.3 SF. YES A-3 2,371 SQUARE FEET (570 SQUARE FEET GARAGE) 2 ❑ MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG22022 3.11 5F. 2.70 5F. 9.24 SF. NO A-4 O DOOR DESIGNATION (SEE DOOR SCHEDULE) GG MARVIN ULTIMATE COLLECTION DOUBLE HUNG UDHG23230E 6.70 SF. 6.14 5F. 17.98 SF. YES ❑N MARVIN ULTIMATE COLLECTION AWNING UAWNP02420 1.85 SF. 1.69 SF. 3.20 5F. NO �-- SECTION MARK (DWG#/SHEET) J❑ GENERIC BASEMENT 5LIDERA40PPER 32'x18' 1.2 SF. 2.4 5F. 4.0 SF. NO ❑K MARVIN ULTIMATE COLLECTION CASEMENT UCA2WE 6.71 SF. 6.37 SF. 9.36 SF. YES DETAIL SECTION MARK (DWG#/SWEET) SHEET NOTES: DETAIL DRAWING MARK (DWG#/SHEET) 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 ASTM E 1996 AND OF ASTM E 1886. IF IMPACT RESISTANT GLAZING I5 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BEA - 3 PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED A5 PER TABLE R301.2.1.2 ON 514EET W-1. 3, INTERIOR TRIM PACKAGE TO BE CRAFTSMEN STYLE TRIM BY WINDSOR ONE. II —--—-- TOP OF GUEST SUITE RIDGEAi-\ 21' -31 tjftT0P OF SCREEN PORCH RIDGE _�j 201 I-—--—--—--—--—--—-- r _N KI jj architecture, p.c. IJ P.O.BOX 1254 JAMFSPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 LLI TOP OF BEDROOM RIDGE LU BUILD OUT (2) 20 X 10, HEADER AS 14' -1' 12 12 REQUIRED. TOP Of HEADER BELOW DOUBLE TOP PLATE b 11-60 �17 rikTOP OF PLATE A TOP OF PL&T9,0L ZPROVIDE IN RIGID INSULATION TO _(00 ACT AS SPRAY FOAM BACKING = r T 11-60 60 -A Proposed New Construction For: T0P OF %8 FLOOR TOP Of Grav- FLWR$ 110V 01 -ON -00 01 7 /IkTop OF FWNDATON WALL TOP OF FOUNDATION VV-1, -3 5/8, PROVIDE ICEIWATER BARRIER Residence ADJUST TOP OF SLAB FOR REAR BETWEEN FRAMING AND CONCRETE PORCH AS REQUIRED FOR FINISH SLAB FOR PORCH GMEoN IV-21 -00 MATERIAL SELECTED. 4' DROP -2' -O't WOULD BE USED FOR PAVER OVER 4' POURED CONCRETE SLAB WITH IN SAND BED. PITCH SLAB FOR WIRE MESH REINFORCING DRAINAGE MIN. I/B' PER FOOT (3) #5 REBAR + (2) #5 REBAR tihTOP OF SLAB 5 /JKTOP OF FOOTING -q' -0 5/13' TOP OF FOOTING _q, -2 5/8' • co _q, -2 5/8kF 1372 Lightouse Road 21-0 N P-4' Southold,. New York 11971 REAR SECTION Scale: 114" 1'-0' S.C.T.M.#IOOO-50-5-7 �-4 REVISIONS in 7-13-23 Issued For Review O7-I8-23 Issued To Building Depart. /1hT0P OF MAIN RIDGE -- —--—- - —--—-- 0 - , ; i O �j J SCREEN PORC14 RIDGEA',, 20' -1' 12 ?kTOP OF DORMER PLATE _J 15' -8't U4 / � O co co U4 12 i;r 8�0_i_� _ ',i O TOP OF HEADER /IkTOP OF PLATE 116r./cIl q, -11 \-F � �! 11-0 0 t..LU SEAL co X 4' ACQ FRAMING :WITfl PVC A&C _2� RECESSED PANEL DETAIL. WALL CAP S TIT in TO BE PVC TRIM C4 Ok ?kTOP OF WBFLWR TOP OF PAVEROI H �11 VV01 -00 -of -IN \_F TOP OF EWNDATON WALL 5/8, GRADEAoK 02giros 0 BLDG, ELEVATION NOTE5: -21 -ON GRADE 24' LONG #5 REBAR____,11 -21 -00 DOWEL @ 32' ON 7 CENTER ROOF NOTE5: 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE Copyright 2022 STROMSKI architecture,p.c.All rights 7 4' POURED CONCRETE SLAB WITH ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES WIRE MESH REINFORCING OVER TOP OF FOOTING reserved The Architect reserves the right to reproduce this COMPACT CLEAN FILL AS REQUIRED -51 -0 design in its entirety or any portion thereof.Unauthorized RIDGE VENT - CONTINUOUS WHERE APPLICABLE alteration ofthese documents is a violation ofthe New York State Education Law.These drawings and specifications are SIDE SECTION Scale: 114' 1'-0' an instrument of service and are the property of the Architect. \,�-4 TOP OF SLAB CABLE FASCIA NOTES: These drawings and specifications are not to be used on any other project,except by written permission of the Architect. TWO PART- IN X 8' RAKE FASCIA WITH IN X 4' RAKE FASCIA OVER T0P OF FOOTING 12' GABLE OVERHANG PROJECT NO. 22-AR030 _q, -0 5/B, _77 VINYL BEADED SOFFIT -2 5/8' IN X A' RAKE FRIEZE BOARD SCALE 1/4"=1'-0" DATE 7/12/2023 FASCIA AND SOFFIT NOTES: DRAWN BY TLD CHECKED BY RS TWO PART- IN X 80 FASCIA W1114 IN X 4' FASCIA OVER TITLE VINYL MATERIAL NOTES VINYL BEADED SOFFIT PRVOIDE VENTED SOFFIT PANELS AS REQUIRED E00E CONSTRUCTION WALL CONSTRUCTION FLOOR CONSTRUCTION FOUNDATION CONSTRUCTION 64' FRIEZE WARD Proposed 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE CEDAR BEVELED SIDING 4 CEDAR SHAKE SEE ELEVATIONS (PRE-STAINED) FLOOR FINISHES AS PER PLAN (2) 2' X 6' ACO SILL PLATE WITH SILL SEAL SIDING NOTES: 30 L.B. FELT PAPER 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 'COP-R-TEX TERMITE SHIELD Building 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 11 7/80 PRO 360/560 TJI FLOOR JOISTS AT 10 ON CENTER (SEE PLAN) 6/8' ANCHOR BOLTS 0 36' ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, - VINYL SIDING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER 1 3/4' X 11 7/8' LVL RIDGE BEAM (SEE PLAN FOR # OF PLIES) INTERIOR WALLS (SEE PLAN): 2' X 4' WOOD STUDS @ 16' ON CENTER WITHIN 61 TO 12' OF THE END OF EACH PLATE, AND WITHIN 12, OF EACH CORNER. AIR INFILTRATION BARRIER. 2' X 12' ROOF RAFTERS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' X 4' TOP PLATE PROVIDE 14OLDDOWN AS PER SHEETS W-I AND W-2 Sections 2' X 10' ROOF RAFTERS @ 16' ON CENTER EXTERIOR WALLS 4 INTERIOR (SEE PLAN): 2' X 6' WOOD STUDS @ 161 ON INSULATION NOTES 8' POURED CONCRETE FOUNDATION WALLS HORIZONTAL BEVEL SIDING 4 CEDAR IMPRESSION 2' X 10' CEILING JOIST @ 16' ON CENTER CENTER WITH 20 X 6' 5140E AND DOUBLE 21 X 6' TOP PLATE (AS SHOWN 12' POURED CONCRETE FOUNDATION WALLS BY MASONRY PATIOS 2' X 8' CEILING JOIST @ 16' ON CENTER ON PLAN) ROOF CAVITY INSULATION TO BE WOPEN CELL SPRAY FOAM (R-30) 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE EXTERIOR WALL INSULATION TO BE 2' OF CLOSED CELL FOAM WITH R-15 10' X 24' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) FOR 12' WALLS RAILING NOTE: HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) RESISTANT WALL BOARD AT BATHROOMS) BATT INSULATION (R-26) PROVIDE (2)#5 REBAR CONTINUOUS IN ALL BY0 FOOTINGS PROVIDE ALUMINUM FLASHING AS REQUIRED 5/B' TYPE V GYPSUM WARD AT GARAGE WALLS AND CEILING BASEMENT EXTERIOR WALLS AND BOX BEAM TO BE 2' OF CLOSED CELL 36' HIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/41 BALUSTERS SPACED 5' SHEET ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES SPRAY FOAM INSULATION (R-13) PROVIDE (3)#5 REBAR CONTINUOUS IN ALL II FOOTINGS ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 40 SPHERE MAY NOT 'MARVIN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND 1 3/4, X q 114, I.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH VWA/4' TOP AND PASS THROUGH ANY OPENING. GRILLE PATTERNS) BASE PLATES ';E PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION COLUMN FOOTINGS AS PER PLAN AND SCHEDULE 34' 14IC44 HANDRAIL TOP AND BOTTOM RAIL WITH 6514' BALUSTERS SPACED rj' ON CONNECTORS AS PER SHEET W-2. 4' POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT PASS 1 1 -4 'VINYL' BASEMENT GLIDING WINDOW THROUGH ANY OPENING. DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 TOP OF MAIN RIDGE231 -10 T _ 1, El, _ r architecture, p.c. P.O.BOX I254JAMFSPORT,NY 11947 I it PHONE(631)779-2832 FAX(63I)779-2833 /ihTop OF GARAGE RIDGE __ __ -- -- __ __ _ J 17' -5" - --- ' I _ I 12 UJ - 8� ao I N S /Jk 9' T0P OF GARAGE PLATE __ _ TOP OF PLATE $, 9' -1" - - ---- - --- ---- -- 9' -1" �'4 _ - _ -__- Proposed New Construction - --- - - -_ Grav - - - -- - I I II� I - ----- - �i Residence -- 1 1 TOP OF SUB FLOOR — - - 01 -01 TOP OF FOUNDATON WAIL - - - ' - - - - -... -- --- - ----- ���� TOP OF FOUNDATION -I' -3 5/8' -- E -- -1'-3 5/8" GRADE o 24' LONG #5 REBAR \_4' POURED CONCRETE SLAB WIT149 GRADE $_-2' -0' m =, DOWEL @ 32' OJ WIRE MESH REINFORCING OVER '• -2' -0" 7n CENTER COMPACT CLEAN FILL AS REQUIRED TOP OF GARAGE FOOTING -5' -2' TOP OF FOOTING €. r. —-- -- -5' I372 Lightouse Road I FRONT SECTION State: v4' = 1'-0' Southold, New York 1197 I E S.C.T.M.#I000-50-5-7 A-5 __ TOP OF FOOTING -9' -2 5/8 REVISIONS O7-I3-23 Issued For Review 2 7-I8-23 Issued To Building Depart. 1'-0' I'-0" O - R O /JkT0P OF GUEST SUITE RIDGE O 21' -3" - -"- - - \" -1- - -- - 10 -1 10 "- -F-' II i - � I l I I I - J LU �� O �, 12 N O O TOP OF PLATE _ - - - - �I j 1 _10 — - - -- -- - - -- - - - - — — - - -1 ? �,1r r _ I �, SEAL I I l C h. � 5 sr �I t ♦ R 0 I`�JJ L 0 s TOP OF SUB FLOOR I IV 01-01 /Jk I .A -- TOP OF FOUNDATON WALL I ' -I-3 5/8 �I IBLDG. ELEVATION NOTES: 0,29169O� --2GRADE OF N� ROOF NOTES: 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE Copyright 2022 STROMSKI architecture,p.c.All rights ' ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized ,•"� RIDGE VENT - CONTINUOUS WHERE APPLICABLE alteration of these documents is a violation of the New York PROVIDE ACO PLATE. USE PL AND State Education Law.These drawings and specifications are (2) #5 REBAR an instrument of service and are the property of the Architect. TOP OF SLAB RAMSET CONCRETE ANCHOR GABLE FASCIA NOTES: These drawings and specifications are not to be used on any -9' -0 5/8' other project,except by written permission of the Architect. TWO PART= I" X 8' RAKE FASCIA WITH I' X 4' RAKE FASCIA OVER .� ro OF FW 1 W�yy� 12' GABLE OVERHANG }_To PROJECT NO. 22-AR030 "�/-9' -2 5/8" --ao VINYL BEADED SOFFIT V X 4' RAKE FRIEZE BOARD SCALE 1/4"=11-011 DATE I 3 O 7 2 2 2 FASCIA AND SOFFIT NOTES: DRAWN BY TLD CHECKED BY RS z SIDE SECTION Scale: 1/4' = I'-0' TWO PART: I' X 8' FASCIA WITH P X 4' FASCIA OVER TITLE 12' OVERHANG A-5 MATERIAL NOTES VINYL BEADED SOFFIT PRVOIDE VENTED SOFFIT PANELS AS REQUIRED ROOF CONSTRUCTION WALL CONSTRUCTION FLOOR CONSTRUCTION FOUNDATION CONSTRUCTION 1'x4" FRIEZE BOARD Proposed 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE CEDAR BEVELED SIDING 4 CEDAR SHAKE SEE ELEVATIONS (PRE-STAINED) FLOOR FINISHES AS PER PLAN LB. FELT PAPER 30 (2) 2 X b ACO SILL PLATE WITH SILL SEAL SIDING NOTES: 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED =COP-R-TEX' TERMITE SHIELD Building 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 1/2' EXTERIOR GRADE PLYWOOD 514EAT14ING 11 7/8' PRO 360/560 TJI FLOOR JOISTS AT 16' ON CENTER (SEE PLAN) 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX AT EACH SIDE OF EVERY OPENING - VINYL SIDING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER g 1 3/4' X II 7/8' LVL RIDGE BEAM (SEE PLAN FOR # OF PLIES) INTERIOR WALLS (SEE PLAN): 2' X 4' WOOD STUDS @ 16' ON CENTER WITHIN 6' TO 12' OF THE END OF EACH PLATE AND WITHIN 12' OF EACH CORNER. AIR INFILTRATION BARRIER. 2' X 12' ROOF RAFTERS @ Ib' ON CENTER WITH 2" X 4' 5140E AND DOUBLE 2' X 4' TOP PLATE INSULATION NOTES PROVIDE H%DDOWN AS PER SHEETS W-1 AND W-2 Sections 2' X 10' ROOF RAFTERS @ 16" ON CENTER EXTERIOR WALLS 4 INTERIOR (SEE PLAN): 2' X b' WOOD STUDS @ 161 ON 8" POURED CONCRETE FOUNDATION WALLS HORIZONTAL BEVEL 51DING 4 CEDAR IMPRESSION 2' X 10' CEILING JOIST @ Ib' ON CENTER CENTER WITH 2" X 6" SHOE AND DOUBLE 2" X b' TOP PLATE (AS 5HOWN12" POURED CONCRETE FOUNDATION WALLS BY MASONRY PATIOS 2" X 8' CEILING JOIST @ 16' ON CENTER ON PLAN) ROOF CAVITY INSULATION TO BE 8" OPEN CELL SPRAY FOAM (R-30) EXTERIOR WALL INSULATION TO BE 2' OF CLOSED CELL FOAM WITH R-15 8 X I6 POURED CONCRETE WALL FOOTING (WITH KEY WAY DONT) 2" X 6' COLLAR TIES AT 16' ON CENTER PLACED I/3 OF THE ATTIC I/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 10' X 24" POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) FOR 12' WALLS RAILING NOTE: HEIGHT BELOW RIDGE (NO RIDGE 5TRAP5 REQUIRED) RESISTANT WALL BOARD AT BATHROOMS) BATT INSULATION (R-28) PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8"x16' FOOTINGS PROVIDE ALUMINUM FLASHING AS REQUIRED 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING BASEMENT EXTERIOR WALLS AND BOX BEAM TO BE 2 OF CLOSED CELL " ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES : : SPRAY FOAM INSULATION (R-13) PROVIDE (3�5 REBAR CONTINUOUS IN ALL 10 x24 FOOTINGS - 36 NIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4 BALUSTERS SPACED 5 SHEET MARVIN WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND 1 3/4" X 9 1/4' IAE LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT RAFTER TO PLATE CONNECTORS USE 'U5P' MODEL NUMBERS RT7 OR RTIO ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 5'WA/4' TOP AND PA55 THROUGH ANY OPENING. GRILLE PATTERNS) BASE PLATES PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION COLUMN FOOTINGS A5 PER PLAN AND SCHEDULE - 34' HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON A - 5 CONNECTORS AS PERSHEETW-2. 4' POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT PASS 'VINYL' BASEMENT GLIDING WINDOW T14ROKH ANY OPENING. DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 �.A. 31 , ` . ._ architecture, p.c. 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I O — — O O FRONT ELEVATION Scale: 114' = P-o' O A-6 O /ik . O O TOP OF MAIN RIDGE __ __ __ __ __ __ __ __ -- -- -- -=i BLDG. ELEVATION NOTES: 111251 -INO 1 1 = 1 •II.' 111._i_1 11, 1,'Li' '`_11=L`I_i1111 ' - 1. ,. ROOF NOTE5: O -, ll 1 ! i1Ll(_L11,l .1` Jl,ll 1 ilitWl_ LL1J lUJ 1,111'!1:JL: ,I j JL 1 1 'I 1 n 11,L !T _I!IL 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE Jr � �I 11 a !I_I I I.1 1:1 a-1 .1 ,:: l t I J-I I. 1. I. 1 J„-�:J. ,,1- 11 Ll !,1 I U IJ I_J 11 it ICEJWATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES 111.`,` C 1111 flt .i' I I 'LL -L � ' �LLLILI,I111E 1il 11. I_JI11J J,1 .1'I 11l1_1;.11.11-1111,1 JLI _! Lll_� I_ J_,_l 1.E Jll 11.1111-1, 1 - ___ I I 1 I I1 . iI II 11.,_11.. , ,: J�,__.. _ 1]_1�.!:1_J 1LIi1;JLJ�._1I_ll_y11_:.�LL_,1�1.1.1JJL✓_I;_ L:tii_11..J1illl_ J_JL,u,� a_til_,_l.11_ _I�.u__:1�1J, il1i�-:W_1l_}t :_l 111{_1_11�, '1_,.�:.L1�I �II_IL111..11 LLI�' J_Tli 11 L I. 111 11 t! li. li : .11,, IJ i: ,. 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L; �U TOP OF GARAGE PLATE -_ ,1 � �L - - --- ------- ---- --------- - -- --- '.1._ _1. - 1-J 11 11 L;il 11_1: I III III I_-II-'It1 !111, 111 1-I 1!1.1'. 111 11 LI 1 - - -- - - -- -- - - ----- ----- - --- ----- - 1L_1 1 J]_;1 SIDING NOTES: _ J 1 L!,1 'I 111 !_lll '1 I 1 '' I ' - - -- - ----- � 1J-IJ L'i-1 ' L - - --"- - - -- - TO BE SELECTED BY OWNER) OVER PROPER ---- -------- VINYL SIDING (STYLE AND CALOR ER -- --- - - - - -- - ---- --- -- ---- -- --- -- - — - - -- AIR INFILTRATION BARRIER. ¢�C - - - - -- ,9 ---- - - - _ 42916 HORIZONTAL BEVEL SIDING 4 CEDAR IMPRESSION -- — --- ❑D _ -- - - -- - -- _ - - -- - _-= D = - - _ OF NRAILING NOTE, E -- - - - - ---------------- - - ---- -- -- ------ - - -- --- -- - -- - - - architecture,p.c.All rights Copyright 2022 STROMSKI - 36' NIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' reserved.The Architect reserves the right to reproduce this ON CENTER. RAILING TO BE CONSTRUCTED 50T14AT A 4' SPHERE MAY NOT design in its entirety or any portion thereof.Unauthorized PASS THROUGH ANY OPENING. alteration of these documents is a violation of the New York --- - ------- State Education Law.These drawings and specifications are -- -- - ------- - - ...- - --- - -- ------ -- - - ---- - -- - - --- ----- - -- ---- --- -- -- ----- --- - ---- -- --- ----- - - - --- ----- -- - - ---- - - s o c :e . an in torment service an are the property of the Ar h"t ct 34' NIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON These drawings and specifications are not to be used on any --_ --_- --- - - --- -_ - --- -- -- -_ _ - __-._-.-----___-_--_-- - -_-_----------_.- _ --- ._---- -- _- __-_- - ---__ ---_ CENTER. RAILING TO BE CONSTRUCTED SO THAT A 4' SPHERE MAY NOT PASS other project,except by written permission of the Architect. - - -- -- - - - ---- -- - ---- -- THROUGH ANY OPENING 1 PROJECT NO 22 AR030 -- --------------- /iI TOP OFFOUNDATON WALL __ __ r - - - - - - -- -.. . - --- - -- - - --_ --- -- -- - - _ - - - - - - - - -- -- BY 7/I2/2023 SCALE 1/4"=V-0" DATE o' -a+ fIII DRAWN BY TLD CHECKED RS Lz!J GRADE 1111 Mill L = = J ILL JI I III! IIII I I TITLE 11111101 _01 -- I I I Ipl IIII I I 11 /ib TOP OF PORW FOOTING _ I I IIII IIII I -3' -0' ,—� 8' POURED CONCRETE -_I FOUNDATION WALLS WITH 8' X 10 LJ LJ POURED CONCRETE WALL FOOTING I Proposed Building TOP OFHOUSE FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - — - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- -- Elevations 2 RIGHT SIDE ELEVATION Scale: 1/4' = I'-0' A-6 SHEET A - 6 I T I 'r " . K, ,_ , " :�.s �w_I . ,6 _ . ..� . Jj architecture, p.c. _=5r_-,____ P.O.BOX I254 JAMESPORT,NY I I947 J _ �r L Com'L - _1,J ,'_tit! I I Ji_1- !-1,-L,-I.1- L'- _u i� __:1- L,_ J___1,1 _ 11 -u_L _ -I PHONE(63I)779-2832 FAX(63I)779-2833 TOP OF MAIN RIDGE - - -1_I _ JLl_J 11 I' JLu L J. tel_ !;.1 ,.� J 1 ''1 1_ L J__I_'-11!_l II- 1 I I' 25' —1' - - _, J_LI iL:1 L-I ll_ 1 �I_L Ii_j I I It-i-L ll�; - 1 L1;L1 LL „_1_l l a, L .1i Lit LL -_I - 11.1 . i, _ Ull -1111.11 1L ll 1 J :11 1, 111 1- -_. I-11 .:I I L,1 L l__il..,�l_I i I__�I LI I,_,1. 111.1;-11!1_ll-11'liL -LL L[_llJ1J_JUl_1J IJ-i1J J-J_,1__ 1_I:_ 1,;.1.1L1-: 11 _'L 1L L J-111-'I_j-LI-1l-!I J l _11 I I :;.'Ill !1.1''1_:1 t 1 ; 1111 l 111 -11-1 ll_:-,__ J !.1_111J 11_.'.., ] L-11�,;- 11'l1J_,I-J-L1 _1, 1! .11111 It l 11,.,l _II.11_JL_ I JJ.:1It_Il-_:_J--ll 1-i 1-11- LL, LL1;J1-1_li_111' JL1L1_Il- 11 Ii I I l J.1_J I-1 ILIL LI LU it_J L_1:_l1.1;11 ':11 :I I• J!_I_I 1 I _;_:I I I I-''!_Li 1: L__>i I'._ ''1.11_'1 I I l_ I I, I_'1!!L. 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[ � T_ I T�Tr.�,,_-� 1, 1 L�Lu_I. 11JJ1�-''�-11111:11,:JL!l� 111,_11,1-u. , '',' ! '' '�II. 1_.__l1�1:-LLLLULIJLLJ�IJ- -- --- 1J1 1.11 ll1ILJ _1_1I: I ; �,-,I I _ `. I I .I I Z _Ir T it!ill1! 1! 1.1-_I1'_L_-ILL 111! ,I II 1l;.i II- _L l_.1 :._JLI-_.11:"Ll .L1 1 - 1-_:11 !'1L�1L�L J -- - ---- ---- --- - - LL L i , . i __L_ LL 1.l 11:._L I,L 1,I J 11 I I 1 - -- - �,l r 7 T 1 4 )_ 1' 1l I I 11 r, 7 I J_1 _.Tr� 11 71 I1 1� J I I 1 I 11 �1 � : . 1 :J1_i''_1�UJl 1_ _. 1 L LI t'--11_ -- - - -- -- -- -- -- --- --- - ------ --- II '' 1 ,1 _ 1 1 11JLi- J�LI1, 1lll 11 I,rL 1 _T I,, I I_ I 1 -.._ i �,[T,I.1 111.,_Jl_:1__1 i,J 1 1! I, I.1,. 1111 1L_I_-1111 ILLAI1 1-11;J1_!L1:1,J_!1l 1.:I. W-;!-11-111._-1l i 1 1 1 - - - - - - - - -- - -- -- 1 I:I11L tt I_JL 111_II-i - T ! - i L 1 _ U__'L 1 I I. �- I 1 : ll-1!I, 1 1111-.: -11 i !111_ li:L _1L: 1 J_l. Lit :-11111111 1-LL,_ JJ J1J --_ - T -, J I J . I, 1J ! _ 1;L1'':_1�''I I l 1- LIiJll ---- - --- 1-: -- I 1 -� 11 11 :I 1;_1.1111 -- -- - - 1 11 11 11 J I � i ! )- L I I 1u�, JL1 - , ; 1- I T-'i ' 1 i 1_. T 1_T [_ � l I 1-,_-T1 I� 1 ! ' ! ; L1 111�i11.1.11 r r, 1 L 1 - -T - - T, T 11'_ 11 I 1 I . 1 : - - - - --- -- - -- - -- -- - - -- - ----- L _ [ T� '-I t 1 T - -Lh.- l IL : 1I a 1 . -I ---- -- --- - -- LIL -I 1L l � - , ; 111 i-L 111 1) _I 1 -- --- --- --- "I 1 11 : !� �7 1 1 , , 7_ _� T _ �i � I_ L - ! 1 1I , I 1 1 L 1_._1: 111 1 J1.1J!1 1 -, •-:L L Il Ill_;r-l; _ _ Pro osed New Construction L_L r '�., , , - -,1 _ - r rl '; t��t -!.,-,1-,.l . ! 1 ilt .. 111.11�ll1:_:1-� 1 -;,L11I1;J J I,IJ_i.__L1 ILt:-II 11,11.u.is!�i'�!11L1�JL�_II -- ------- - - - - -- --- -- -- -- - P 7; r 1 i I --I 1 iL 111,.1,_ .l I. 1 1.11-ly I I I r' ._ i, [ 1_I_ 117 ,rI I I�I_I! 1 L:. I 1 1 1 1 11 11.1' 11 Ull1-L J'.111 '1 I -- - --- - - -- - -- - -- --- ------- - -- 1_ 1 , ,-� 1 i �I T� , ,]_� �.1._ r '� I =1 1 ' _,: _ -1 1 �1.I 1:i-1 I I. ! l J• '-1,!.r -- ---------____ -- - -- - ----_-__--- - -- - - - -- ----- --- _ ----- For: L l_ T --_I_ '.. [ i CI. [l _[l" �L 1 i 11111 1 il' — — --- -- J,L l_J JJL1L LL I__ TOPIRV III �OF GARAGE PLATE -- -- 1 ,. 1 i 1 -L 11 Il l!; J J.L L u L.I! a.i a 1--l-'u,l_I ----- - -- - - - -- -- - -_--- - __ - -- -,- -- -- --- -- - ______- ------- __ - - - -- - -- Gray - -- - -- _ - -- ---,__ -- - ------ - -- --- - --- _ ------ f- -- -1111_ _-__-- _ = J -- -- ---- -----.------ 0 D ---- -- - ❑ -- -- ❑ _ ❑ F - -_-_--_ -- esi ence - ----- D ----_ - - --- - D -- - - --- ---- ---- - -- ------------------ -- -- --- III - - - -- -- - - --___ -- -- - ------ ----____ _ 1�1 - - I - -- ------ -- --- - ---- - -- - - -- _ - -- -- -- - -_____-- -- - - -- -- - - - - --- - - -- - - -- - -- --____ - - - - ----- -- - -- _____- - - -- --- - ___- __ ----- ---- ------------ - ----- ------ -- __ _ .--- ------- - ---- ------ -------- ---------- ____ — E1___1 IL:—:] E-11 � - __ � __ - - _ - .._ --- i -_ - �1---1: _ - _ - - ---- -- ------------ -- __- - --- - ---- ----- ----- - --- --- --- - - --- -- -- ------ ------ _ ` , /ikTOP OF FMDATON WALL --- -------- --- _ -- __ _-- - - - I I -- _ = -- --- --- - ------ -- - -- -- -- ----- -- --- -- ----- - -- - - _ _ _ - - �l Ill - -' - L - 1 1 -[ J1 - --- ---- o, 8, - - _ ! , I L I _ - - I 3 72 R d 1 11 - - � 11 E3 Lightouse oa IRV o' -o' E -- I L == J I I I I 8' POURED CONCRETE I I I I I l� _—1111 IL —=J I Southold, New York I I97I I I I I I FOUNDATION WALLS WITH 8' X I6' I I I I S.C.T.M.#1000-50-5-7 I I I I I - - - - - - - POURED CONCRETE WALL FOOTING I I I I I 8' POURED CONCRETE E I- - _ -_ _ - - - - - - - - - - - - - - - - - - - - - - - - � -I-_ - - � 8" POURED CONCRETE I I FOUNDATION WALLS WITH 8' X I6' T 1 FOUNDATION WALLS WITH 8' X Ib" REVISIONS POURED CONCRETE WALL FOOTING 1 1 POURED CONCRETE WALL FOOTING I I 7-I3-23 Issued For Review I I I I 2 7-I8-23 Issued To Building Depart. I I 1 I TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 0 0 I REAR ELEVATION Scale: 1/4' - P-0" 0 A-7 0 0 0 0 I BLDG, ELEVATION NOTES: O J! -_ - - I 0 : -1L_ =" TOP OF MAIN RIDGE . - 1I-- ROOF NOTES: - 23' -3' O , L_ = = 30 YEAR ARCHITECTURAL ROOF SHINGLES. FLASH AT ALL ROOF BREAKS. PROVIDE 1 -L 1 1 -1 .I 1 L L. I I Ll 1, - - _!_L 1;a �.. �Lu ,_ :1� _ II 11' ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES O 111 Ji �J I.11 1,J'L i_ L 1l_Ll l Illi 1 1l 1. L 1 JJJ 1 _ l i l_ t�-i L 11.111 1LCL1 L1 l__'I J 11 f 11 1 l I L J _l l ,1 1! 1 11 1-I�L. JY�'` 111-J !L!]'JJ I' 111_'' J1 1 1' i 1111 i�1- _Lill'l Illi : J1 1 J11 -_ il 1,11 1 !1v,.1.,_1 l ` 1- I RIDGE VENT - CONTINUOUS WHERE APPLICABLE 114_IL.I_I:1L� _J_L11�ILIU,I� II I:I!-ilJla l J,1LIt_l __ILIA LLW" 1W_r-1�. _111I.1L1_J�1-a-I :_ii1,.; _ - _ ll 1111 ;, - O 11 J 1111�l_111;1 11_llI_l!J1I 11111 L1 TC l_,1_a_11-:1 1 J1L._:_IJ_' - . ll L_1l L_ "_Jll'._lll, L lL 1JI!IJL:1.'. '..l LI' J !L1_J_I11L! LLL;I i -1L .Il-. _1 L 1: I:I� I ;1.11!.'1:; 11111 !L L 1111 11'U-1 1111 1111 I' 11 1111 _-li [_I!11111.1 _.1111!_w I_i!_111-''l 1L`J i -'i-1 J II ! l'1 1 ._1_i 1 1 ! '.!_,!1L a 1J-iJ' L 111.111.l LI_!' 11 LI 1 ! 1_I'J_'_:_1' !1111 - - 11 1 -�� 1 i } 1 1 I „11 H H L J�L1J1J - : ,J_ t l: 1-11 1 L_ll l �_111 a_LL1�ll_-J 1 IL 1 L 11 GABLE FASCIA NOTES: 1._11 L J1 _UJ 11 �i _ti_ll' I. Ji_;'ulllJl_l1 �LL 1�''`i11 at_ �L --I_ JJll 'I I 11.111 I, 1; 'I_!' -I 111L. 1i11J!_h 111111 IJ.1.1,1 . _II_' I. I JJI'I ! 1' ❑ ❑ ,'111 11 J-il 1LJ-lll_Jl_1J11!�LLI 111 1 L J' L�-:''IJr11 LJLLI 1'Jll1J1_IJ_1LL1L1l'I_1J1 1_!IlL1':. J_l._t ]!'J 1] L,IL'UI I 1 LJ1 Ull j1 L['_1WJ .-_'_! 11, i. _ _ -1,' 1111 11.11.'-JJ 11JliJ Li:_- _,1' '1--;.I - �� L� Ll. . L1IJ1111,1_,I O { al 1, 1: al J l:J !1 t 1111- 1-111.11 1111 11.1 L I_; J1_ Lt l mal ,l!11 ILILLI ll_.1 Lr M Jl_LL LII-1ll11Lal' 1 _1LIJJIJI J_1L111L11_JL!1-I',��JI 1 l 'I ,111.'.1 1 !11JI_J.L 11_ � 111_!ILl_11J1a !_.-lI. 1.11_!1-1'' -11.1JLLL:1i-11L-Il_I1:J IJ 1; '1 IL_ i'J JJ11L1 11.' 111! 11 TWO PART, I X 8 RAKE FASCIA WITH I X 4 RAKE FASCIA OVER JJU-L LLI11i1 ��1I_ llJ1Jl_W 11.1111 -i lzl_(1liJ_lll J Lu j 1i 11J_11!iI''_1LJI1 lLL_Il_II1il_J1L I. II L ' 1',lL 1 4 1 �' ----- I--.I - I l-,:T- J1JL CJL 1 1 1_:_i _ I 1_l �.� :a�l._1�1.1_ L 1 I L I - _l uJJLJ__1_I_1 L I-�1_I,!.1__11L j l! L1,l,l,_,,Ill Ill I 12 GABLE OVERHANG 0 _.- .- L_I. 111 11JLI1.1L1.1_ 1 IJ -ILL 1_ 1-Lil 1 _:!_1_J is __L"IL'+_—I ll 1.11 iJ -1L_':I L..'!- 1 U I; " I_I - !1J, _l_, 1 L_I t !I I_ _ L 1 1_I_: L - u L I I J L a L L„ J1L ll, 111.1 1 ,1111 JL_. JL i ILl ...H 4}i JJ �L L_ { ;1 ! II VINYL BEADED SOFFIT I ,_1.':1 J1J.' ' LJ'�IJL 1111 ,_1111 1111 i .l-a_I-1: JI i l 1_u_1h111__;L,_.-!I i-'i l-�L L' J_1 _II 1_ :11!,'.-','I_ --'1I ' l 11-I'_1- `'' -;_.J _L -1--I I T_ : 1 1-_ I _ J , 1 I. II _ � TTS I 1JL 11 llL L 1 I.�I_. _L�1�--J t 1_I , I1,J IJJ1LW11J1 1i _I 1u 1111.1 1 '1_'111 JlLt_1111.11-1J �ls�' IM 1 _1.11 1'_''J 1 _I'J I_' 1 J_i Jl1i_I1 __ J1_CL 111 _111.1 �,_ .LL_ 1111'uLa 1111' -1J:I- J11i L _L I- - _.1 L1 li 1 ii ll_' Y 1 I ]_ 1 L JJ 1 I X 4 RAKE FRIEZE BOARD 1 1. J 1__,� -1 t_1- - -.- .Ll,-11.11-_1111_ !. 11-LL. 1111 1111 0 1 L 1 I. L L -._1 I 7 J- ul LI I_-L,1 a-1111 111_ Ilil;L I!11.:_1! :i 11 L; 1; II 1 J1 1'1111 J 1 1 L 1 1J Jii -ill 1111:111'_Li,1_I,_L1-1_.1L�_LJ1i_'i I1 Ll_1'L11, � :JL ;1 ',IJ.L1J__ l i _11.11 .-_l l__:_1 I, I I 11 _i 1; :1W J It 11 1 -[ 1I _ 1 .1.: 1. 1-r TL�71 II 11 _1 ��> J _ 1u_ �: '_IJJ 1L!I 1 J �` -;1 _;� LlLu--u-IL, J J _J_L_. ._.J1 _ _ l Jl_I L J-`_._,LII]_ _ JJ W 11.11 J'111 LI I: :-III 1 : 11.11. 1:.,_111 _1J111_.11J1''_L_ l _ !1 :I1 .-11 1 I,_II.1I t I1LL -L' 1 LLI J1_' 111! __l!LI_ LI • l 1 1_ L 1_ 1 L. 1 I ,.- - I t I , I 1 -I 1 _ 1. 11T 1.1 1 I II IT11_,1L._,,-1LI 111.1 _ _ .., 11 11.-11111 11:1.11-IJJ. 1111111.11'' 1_Lf-11_1111 1111-i ll'_1L11J1� ! _J 1: l Ll __ 1 Jlll 111:J1 . Ll. L'-i:J; u '! !' ! Il J 1 L 11 _1 1 �1 -1, L _;. ILl_it�,.,_ I.1: 7_ I_IL. .I_.II1,1,.1 1 1 :,111 L __L 1,,,L (1.111 !. -r, 1_ll_l�l__,_Llt _ �.1I J1.,:�U11 L ,.-_11--1 FASCIA AND SOFFIT NOTES: LL'_U_1111 L-11--�•111,:_11 L t IJ11L'' !li'1111 1 1_l��l LI I-1J a; 1 J`-1.i 1 T _. 1_L_L_I_ _ 1 i 111,4 11_1_1 _-, I 1� JL SEAL L 1. 1 : .. l 'J_. JJ! _- L-A.J�J11 JL,;_I . LI1L,.,.I_I[ 1--LL_1LLu_111LL Jll iJ ,..L;1 :_L_I 1 i_i_IJ_..1.J.Ll�_J II u_I _Lth_I T � • -1:Ji1JL1_-L 1..-L:-11-1_L. L-v_ Jll;--LII ALIT , 11-Li—I J 11_11llli1LL ll J,_Jl-'L1 1J' i1'l_I•� _1, L_l 1 'J 1111: _I II' 11L' !I 11 1 L', 11,' _L_I (IIT . �_1.[ _ 1 .I Ju V _ 1, ,- {.J_,_ , 1Il _:1. L1 11-,_1--- ,_1.1, _:---._..a _., 11'. 1J .i_;1�1_ - r 1 T 7 ILLILl11J_LJJJI-_.]Eli-11111 IIIc _._ILL III 1! I - 11 1, 11- 1! l_L i 11.1_ •1 _ '1 L 1 1_- I! _l 11'1___ ! �I T 1 _I I1- �� LJ J 1_. JI II L _. lJ II -IL�._IL' 11 11.111!1 l-!1'_ ___ll, I.la 1. --.-11;11 _l_.11i'_u11_'. L1 1 L L 11.1,1_li-I_tiL IJ_11 II tall----L -:1, I !LL _.:.1_h _1.J; L'_1 I L':1U1,' JL__:_Il_l1 Li!Lll '_1111' _ I._:_1: _' 1 .i- TWO PART: I' X 8' FASCIA WITH I' X 4' FASCIA OVER I'11-1111! it L11J:__fl-II-I'�__U_ III _1111IL1111I1_JL'I ,UIJ_ 'J._! I-11.1' 1 _1_1 '' 1' I 11 I t 1 1 11 1 1 1 !1 1 - I 1� r, 1 I l „j 1 _ L 1 1J J, _ : :_ 1 1 1 = 12 OVERHANG 1111 1!,'._ 1 JL L. 1,1 i..1__ i 1 ', 4 rt -Lr 1 1 1, J 1_J ll1_ _a1 i. 1 Lll_JLL_ 1.__1 ..,_ 1_Ir 11�J_I-li!�_I.1L1I_ ail 11T I I I L 11 ,1 I r,_J-�,JJ�_,� 1 IL_II_..,�1. Ill�I, I 1'i1 I 1_ L11J I i1 1_ �._ .�.,_ ,1 1 1,_;17 11_-,liJ- 11 J, 1 � 1 1L � JL u , L J _L L :II . __ .t _L__,._L l Y;a_-1LZ� JJL_J 1Ll._ILj,I,_ J.L L_LL-1L,,1!:I-L JL,_, 11 � 1_'1�-1 ll. 1.11 -:`: -,,-_L: ALL:L!_ I , L - I- '_ ,_I._I __' I 1 _1 I. J YC_ _:I 11_..1_1 1:_I_I__ 11.11 II III IL1r.' 111 _ J1_l l I 1111'_1111 L_ J J i l l-1 Ja_1 1, !. _'! I li 1 1 1 1I 1 I; !J _ L t L 1 J�1 VINYL BEADED SOFFIT (Z A& JL J` L ] .._.l ,1 I 1J.:_iLJ;-Ji_LL:1.1_Il I I •_.111' 1 L, 1,1, '111.1-11 .ALL a JU11�J -1J Illill_ l ,1 ._., ,JI, 1, 1 _ : ::_III .a -., �_ L• ,1. J._L' L�'I. , -,.I [ - [I _�.,7-- 1 - -- --- , -1'_1'11 11.1 C 1111 l J 1111 L-TL11li 111' I'J 111 11 L t_1 lw; _!!' J II 1 11 1 , T1 I _ PRVOIDE VENTED SOFFIT PANELS AS REQUIRED Il 1_.' J__ ILL L._: 1 �, I 11 I J 1.11.1_. 1:Lit L i 1,.111_-L _ 1,_L. 1 ,- -11.1111. 11.1.1,.11 1;,11_-:J!_. L;1 IL 1.1.11.- , L. T J1;_JJ_11_-L„_I__ - Jl_ll:l __.rit, 1 G,� hi �I � L �� :I 1 111 1,: .i �_�l_ I J 1, - 1 _ �'1 I I � � S1"14 I J L I L _I 11 1 ll i ,!_11.111 UllLU-11 I1.1_L.� 1L L1:_Li_U. J , ! 1111.11 J1 L1uJ -ELI 1 -11111 L1 J 1 I. I-_J 1„ 1__LJ 11-1,:.111-1,11.1 L_-11�I-,111 La'. 11_ ,I__1'._11,L 1 a I 1 r IJ I l 11 0 ��LL 111` L , ..,, 1x4 FRIEZE BOARD L-1 Lit �. '_L:I_; LL. ' L I1.1_LLL1 '_111ii- 'J1L-''1LJ !111.1 i J` i 1 1! i`;i� I1 I, 1; I ,, I 1 rT I 1 1 I,( ! :.' i 11= 11 ,:' = 1 �J1JU-L1L_-1- tl, 1_L. , I 0 s ,11111 11 „1, I. ,,,J ,JJ _11 _1 I1_ Jl_JL~_1LL Jla1__I,�� ��11�� 1L�;_1L,.-:,J,:,l 111'1_ L_'1_LLILIL:-�1J111_,4-_.1,-I-11.1._ .:I.I;-J� !'L__,_I,�L,:,-,1L' ,I 1 r 1 ' : -I ' `1 1 __�I _LJ 1.111_ -L,1_, LL. .L.. L'-,I._ 11 1L Ll L -1.L 11.1 1L 11 I,- �L l i _, -I ! J.__I 1.111-! I J lI L l' 1 1 1 II - - I-[_� I -1 _ T1 [_1 1 rL 1 .__1 1_ 1lr C� �� _ L, u- L_.. - 1 .l_--> 11 Ll 11_T 1 " 1.L-.till _.J. ,11 .- L l:,. J _:-I!' 1 1- _._,U 1,,:! '_'_LIL n J I;I-, :1 1r, �, 11J�IlI� 11_:1 L L. , J__ 11 ::17_I- -A IJJ. '11!1111-111aI lI J I Illi _.LLriJI.1li1� 1:L': J 7fU1.1_'1_J.- -[ �11�_11J ;i_WL:1-1LI.- La!1 `_"i _ ; I _ :,�IIIJJI_'1_L'_7_ _,I I! !•II Li! I' 1 1 J-_T�I_: .- )1 _!_� � , , 1_i J 11' l; ILI I! _ LJJ L 1! 11 III! 11 ! 1 L rrlI 11 T _L1 1111 I_ .0 l ._�:... �J L 1 L r,_�L_1. 11,_ 1_ :', 1 1:._ JJ 1 J !_ I _'I 1 . 1 .. I' 1 -. I IIT.: ,-, �I T I.. 1 11 . L_LJ 11 �,1,�'1Lr. iILI, :.J -1 _• Lt,_ J _ T - I_ _T Il 11 tL- 1i_ILL,JL:- LIL 111 _ L r_ L1 1 ll—.!_: LI _I_1J.L1:. JL1J 1L_III_LLI :. .!1!1-111.,1-:L,: 1LJ� ILJ11 _ J1L11 111 "I'TIL_1,1iJJ:_l 171LL'�J1.1i' JI I'Il 1;—,'--1111 .11..:I L11:_I :.I:_'-,; 1 L :1J! ll1_ 1' r Ali i! ' SIDING NOTES. 1 1- _ -_I,-I _ •- �1 IT I -ri 1 �Ii, -,-`` 1 1 1,L 1 I _L , - :1 _L1.-J 1,1.11,, l 1 IL ,1_ _Il-'1111 11 _:Ji-1111 _J1JJ�;1 11.- :_ _::_ L J,1_I 111111! IJi 1!11' 11 t: 1 I .JI! 1-l!.. -1L_I1_l 11J�:L1LL; J1':i-L-_I Il �:i__ !1-11:'_ IJ I. 11111'1 1! LL � J J 1 J � l - - - - JJ J IL 1 11;1 I_L JJ_ !1!_ ;11 111 L 1 1 I1 I I i1 I n I I 1 ;i : ;7 II — VINYL 51DIN S L Jl L _L 1_ 1_.L _J . - 1 a_ _J1. ll _ill .. L 1. U _.L 1._1l J. ;_!, __L l_. }l J_•_.,_I L! _ _. ,_I: 11 -L 1 :. =--1i_,.r 11. l.:.J.J- -__ .,I1•L _L 1L! 1L' J 1 JJ1. 1_LL'JJ J 1' ,_ G TYLE AND COLOR TO BE SELECTED BY OWNER OVER PROPER 1�LL ���� ,I �� �1 L !, I, f 1 II �J L J �t > l ) U,.11_ J_� I1 LL.�111_.L. -- TOP OF PLATE T1 11 I1111.111 .1L1LI1111-'1- -ILI �1J 1 1.; J:_, :,_I.-I 1 111'1'- 11. L_IL 1,. !111.1.1L'JJ _11 ILJ_I 1111 J,_'1 1__111 ' 1 I I 1 ! L �� J _ L L _ __ _ J 1J. J I - - L._L u,I. 1. 1__1.__1 1; ill-I 1_. I JJ - , .f_ __ 1 1L-J'_J .11.. -I I I I LI L. L _ _l_ ,_1.111 1 1_,I_yl I I' -I" AIR INFILTRATION BARRIER. �q�, OZ9169 a4 J :.1 L I J L 1 . __ i I.1_: _1 U_. 111 _, JU1,, ---- -- --------- . .._ __- -- - - - -------- -- --- ---------------------- ----------- --- - --- ---- ------ ----- - - -- ---- _____ HORIZONTAL BEVEL 51DING t CEDAR IMPRESSION - N- --- - ---- --- -- - - _ ---- ---- - --- - ---- -- ---- --- -- ---- - -- - __---- -___ - - - -- - -- - -------- - - --- - - - -- - - - ------ ---- ----- --- ----- - ----- -- -- - __ ----- -- -- --- ---- - - ---- - - -- - ---- ___ - --- --- - - ----- ---- ------ - ---- --- ---------- ------ -- - - - --- __ -- -- --- -- -- --- -- - - - - ----- - - -- --- --- _ - ____ -_ -- - -- - - - -- - --- - ® RAILING NOTE: ___ -- __- - ---- -- - -- -- - - - - - - - - - --- -- _- - - --- - - - - rves --- -- - - ----- ---- ---- - ----- -- - -- - se yright 2022 STROMSKI architecture,p.c.All - - -- ------ -- -- --_ - _- -- ---- -- -- _ STRUCTED 50 THAT A 4 SPHERE MAY NOT 1 --_- _----- ---_ - ON CENTERARAILING TO BENC�1 a o�n is entirety or any ponthe nl'ght t�U rode egthis -_ - ----- ----- - ---____---------- --- -- ---- --------- -------- ------ - - - -- --- ----- _ -- ---- ----- - ---- ----- - PASS THROUGH ANY OPENING. alteration�of these documents is a violas on of the New York OM RAIL WITH 5/4 BALU57ERS SPACED 5' - - - - --- - --- --- - ------- -------------- State Education Law.These drawings and specifications are -- --- - ---- - - ------ - ------ - --- -- - - ---- -- ---- -- -- - -- --- - -- - —_--_.-1111 _—__-___—___--_—_______.___----_-_ -___. an insirumem of service and are the property of the Architect. __ _—_—_-_.- - .____- __ - - __ _ __ _ _—_— ___ -___ I _ _ _ ___ - These drawings and s ecifications are not to be used on any - __ _ --- --- - _--- - --- --- ___ _--- __ __. ____- ______ CENTER. RAIDNI TO BE CONSTRUCTED 50 1TNAT A 4" SPHERES MAY NOT PASS other project.except by written permission of the Architect. - --- --- --------- - - -- - ------ - ---- THROUGH ANY OPENING. - -- -- -- -- - -- - - ---- - ---- - - -- - - �, PROJECT NO. 22-AR030 - -- --- --— --- -- - - -- -- -- --- -- - - - -- --- —- - - - - -- --- ------------ ------------- - --- --- -- - - - - - --- - -- --- -- ----- - --- --- -- ------ -- --- --- -- - - -"- - ' _ -------------------- - - --- --------- - - - --- ---- — - -- - .__ _ _I 1 SCALE 1/4,._1._0.. DATE 7/I2/2023 -- - --— — - -- ---- -- -- ---- -- -- ---- ------ ---- --- - - - - 2 -•0 - - - - - I'l - -- - -- -- --- - -- - - - - - 71 -- -- - --- -- -- - - - - - - - - --- -- - - - _ --__ - - - - '.-- - I : � ,1 � , DRAWN BY TLD CHECKED RY RS - � _, - s� - - - - - - TITLE I LI 111 = = J I 1 I �I I I I GRADE 8' POURED CONCRETE I I I I I I 0' -0' II II I POUREDTCONCRETE WALL FOOTIING - I I - - ___ - - . __ -- - --- _- --- -- __ TOP OF PORCN FOOTING I II -� - - �-- � Pro osed _ �- - -_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I - - -- -- -L __ ___ - -- - - -- - -- - - - - -- - - ---- _1 -3' 0" P I I - _- _ s I Building Elevations - - - - - - - - - - - - - - - - - - __-__ - -- -- - - _ -- - - - -- _ __ - -- -- - - - - - - - - - -- I.1--- -- -- -- -- -- -- -- -- -- - - _ _ TOP OF NOOSE FOOTI 7' 3" SHEET 2 LEFT SIDE ELEVATION Scale: 1/4' - I'-O" A-7 A - 7 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC 1 ',- SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. - - - - - - - - - - - - - - TOP OF RIDGES RAFTER TO RAFTER CONNECTION14" t _ architecture, p.c. P.O.BOX I254 JAMFSPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779-2833 N SIZES AND SPACING w RIDGE. SEE PLAN FOR SIZES LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FO SIZES AND SPACING SIZES N U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MCDEL# RT7/REF# ———— H2.5/H5 (585 LBS UPLIFT) I TOP OF PLATE STOP OF PLATE _ _ _ RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION EILING JOIST. SEE PLANS 'USP' STRUCTURAL CONNECTOR FOR SIZES AND SPACING Proposed New Construction SEE MATERIAL NOTES FOR For: DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Gra HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) L5TA MAY Y 51ZES 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 Resl ecce H2) (585 L85 UPLIFT) OR TO TABLE 3.313 ON SHEET RT20 (REF H7) (1105 LBS 4'-0" OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE FOR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0" USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 1372 Lightouse Road MODEL# LTW12 (REF #LTS 12) (735 LBS UPLIFT) 'Al ALSO Southold, New York 11971 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#IOOO-50-5-7 JOIST CONNECTOR (UPLIFT 990 LB5) MAY AL50 BE USED ASA STUD TO REVISIONS 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O 7-I3-23 Issued For Review A 5/8" DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O 7-I8-23 Issued To Building Depart. BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# L5TA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. P (620 LBS UPLIFT) O O TOP OF SUBFLOOR TOP OF SUB FLOOR STUD TO STUD CONNECTION STUD 1-0 STUD CONNECTION II BOX BEAM OR RIM JOIST. O Y II SEE PLAN FOR DETAILS 'USP' STRUCTURAL STRAP O STRUCTURAL STRAP MODEL# LSTP3J FOR 8" TO MODEL# LSTA30 FOR 8" TO 10" JOIST USE L5TA36 FOR O FLOOR DIAPHRAGM BRACING WITHIN 10" JOIST USE L5TA36 FOR 12" JOIST. (REFER TO TABLE LAST TWO BAYS OF FRAMING AT 4'-0° N' 12" JOIST. (EACH STUD) 3.313 ON SHEET W-1 FOR O Ll INTERVALS (REFER TO TABLE 3.313 ON NAILING SCHEDULE) SHEET W-I FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O NOTES FOR SIZES SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# L5TA 12 FOR OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O GREATER THAN 4'-0" ROUGH OPENING FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL END. O NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP O MODEL# L5TAI8 FOR 8" TO 10" JOIST 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12" JOIST FOR SEAL MODEL# LTWI2 (REF #LTS 12) OPENINGS GREATER THAN 4-0" (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) ,��R S A% CONNECTOR kr0 0 �s n 'AD55' USP CONNECTOR WITH (2) 3/4" CARRIDGE BOLTS FASTEN TO ANCHOR BOLT '' SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN �C FOR LOCATIONS. PROVIDE DOUBLE STUDS �-902g16g O� AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. OF 114 FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM JQIST Copyright reserved.ThoAr Ar22 chitect reservesKI architecture,p.c.All thethe right to reproduce ghts this TOP OF SUBFLOORP TOP OF SUB FLOOR _ _ _ 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 York State Education Law.These drawings and specifications are yl' an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any HPAHD22 (4760 MODEL# HPAHD22 (4760 other project,except by written permission of the Architect LBS UPLIFT) LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD PROJECT NO. 22-AR030 FLOOR DIAPHRAGM BRACING WITHIN I DOWN SEE FOUNDATION 1 I II II `v II 1 GRADE PLAN FOR LOCATION I I c==—=1L______________��___________—===�1==== _ ________��_= SCALE As Noted DAA 7/I2/2023 LAST TWO BAYS OF FRAMING AT 41-011 ———— I I I INTERVALS � I 1 � NJ NJ NJ DRAWN BY WP CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE MODEL# L5TAI8 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" FOR 8" TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES ° ° (980 LBS UPLIFT) FOR 12" JOIST. a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET SCE DN SHEET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4" BELOW TOP OF WALL. ) MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. I 'USP' STRUCTURAL CONNECTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation ° 5/6" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE ° a WASHERS EVERY 36" SHEET a - 1 I TYPICAL NALL SECTION Scale: 3/4" = 1'-0" 2 TYPICAL NALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL � N � y . 4 Y, .. TABLE 8301 .2.1.2 TABLE 3.4 TABLE 3.6 - 1 TABLE 3.1 NAILING SCHEDULE FASTEST MILE 700-YR. WIND SPEED HOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-5ECOND GUST (MPH) ,r-_. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE OR WOOD STRUCTURALPAN S A'B'C'° EXPOSURE EXPOSURE FOR WIND DL ASSUMPTIONS: 10 PSF cis - � ED F EL REQUIREMENTS IIB, "�II C ) 130rch,tecture, �.C. COMMON NAILS BOX NAILS FASTNER SPACING UMBER EACD COMMON NAILS OF I ( )ROOF PITCH ROOF SPAN FT REQUIRED CAPACITY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) I 114"x 20 GAGE STRAP"' CONNECTIONS (PLF) P.O.BOX 1254 JAMESPORT,NY II947 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(631)779-2832 FAX(631)779-2833 ROOF FRAMING PANEL SPAN LESS THAN FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOTEQUAL TO 6 FOOT EQUAL T) 8 FOOT 12 I 2 3;12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER JOIST 16 1 2 20 227 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.qA SEE TABLE 3.9A EACH LAP #8 WOOD SCREWS II II I 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP W/ 2" EMBEDMENT 16 10 8 28 2 3 32 363 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS ," 12�� 36 2 3 12 113 32 2 3 36 40ol BLOCKING TO RAFTER (TOE-NAILED) W/ 2" EMBEDMENT 16 2-8D 2-IOD EACH END 16 150 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-161) EACH END V" LAG SCREW ANCHOR 16" I6" 16" 4:12 20 188 W/ 2 EMBEDMENT 1 1 24 226 NALL FRAMING FOR SI: 1 inch= 25.4mm, I foot=304.13mm, I pound=4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-I6D PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. 28 2 4 5:12 16 118 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) 161) IGD 16" O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN I" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 26 206 BOTTOM PLATE TO FLOOR JOIST BANDJOIST ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D''2 2-16D''2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBED°iENT LENGTH 32 236 ' OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5" 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 81 Pro osed New Construction FLOOR FRAMING 16 l08 P D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 6.12 20 135 For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-81) 4-IOD PER JOIST 1,500 LBS. BRIDGING TO JOIST (TOE-NAILED) 2-SD 2-I01) EACH END 1 1 28 3 5 8 185 32 3 6 32 215 Gray BLOCKING TO JOIST (TOE-NAILED) 2-13D 2-I01) EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 12 76 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST 7:12-12:12 16 102 Residence JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I0D PER JOIST24 153 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 BAND JOIST TO JOIST (END-NAILED) 3-16D 4-16D PER JOIST TABLE 3.9A 2TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 9p5f (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D 3-I6D PER FOOT RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD GROUND SNOW LOAD CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 ROOF SHEATHING 30 PSF TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END CONNECTION REQU I RENENTS 20 PSF ROOF SPAN (FT) OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR 3MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS BD IOD (SEE TABLE 3.10) 12 1 24 1 36 1 12 1 24 1 36 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED NUMBox ER OF I6D COMMON OR 40D BNAILS PER HEEL TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6PSF) I"x6" OR 1"x8" 2-8D 2-IOD PER SUPPORT JOINT CONNELTI0N4IA0 OVERHANG LENGTH AND THE JACK SPAN. I11x10" OR WIDER 3-8D 3-I0D PER SUPPORT SPACING, DIFFERENTION CONNECTION ARE PACING, MULTIPLY THE TAON A 12 INCH BULATED VALUES BY GE CONNECTION 12 3 5 a 3 6 q EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS , , CEILING SHEATHING 3.12 19.2 4 8 12 5 0 14 EXPOSURE "C" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 1372 Lightouse Road 24 5 10 15 6 12 18 RIDGE CONNECTION SPACING IN. 12 1 16 1 Iq.2 124 14L Southold, New York 119 7 1 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS7" EDGE/ 10 FIELD MULTIPLIER 1.00 1.33 1.60 2.00 4.00 S.C.T.M.#1000-50-S-7 WALL SHEATHING 4:12 16 3 5 8 3 6 q 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER Iq.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 24 4 B II 5 q 13 REVISIONS STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 O 7-I3-23 Issued For Review FIBERBOARD PANELS 5:12 16 3 4 6 b 5 7 II GA. GAL. ROOFING NAIL _ I/2" 2(0.120"x1-1/2"LONGx7/16"HEAD) 3" EDGE/ 6" FIELD 24 3 6 q 4 7 I O 7-I8-23 Issued To Building Depart- 25/32" 11 GA. GAL. ROOFING NAIL - 12 3 3 4 3 3 4 TABLE 3.4A (0.120 xl-3/4 LONGx3/8 HEAD) 3 EDGE/ 6 FIELD 7:12 16 3 3 5 3 4 5 O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD Iq.2 3 4 5 3 4 6 HARDBOARD SD SD (SEE TABLE 3.11) 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FMILE MILWIND 12 3 3 3 3 3 3 O PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) q.12 16 3 3 4 F 3 4 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING Iq.2 I"x6" OR I"x8" 2-81) 2-81) PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS 120 130 140 O I"x10" OR WIDER 3-8D 3-8D PER SUPPORT 12 3 3 3 3 3 3 O 12:12 16 3 3 3 3 3 3 FLOOR SHEATHING Iq.2 3 3 3 3 3 4 NUMBER OF SD COMMON NAILS OR IOD BOX NAILS (TOE-NAILED) RAFTER/CEILING JOIST WALL HEIGHT (Fl.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP 24 3 3 4 a 3 5 SPACING (IN.) PLATE CONNECTIONI,2,3,4 1234 STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O I" OR LESS 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 10 2 2 3 O 2 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD GREATER THAN I" IOD 16D 6" EDGE/ 12" FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O I"xb" OR 116" 2-8D 2-IOD PER SUPPORT , EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING J015T LAP SPLICES 10 2 3 3 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING O I"xlO" OR WIDER 3-8D 3-I0D PER SUPPORT ASSEMBLY TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 O ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER 10 3 4 5 REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION ' PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4, MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: O CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR 2 O 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. 1/2 2.00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER 1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O 1 i/4 1.33 /5 1.25 O I/6 1.20 3T0 AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR 1/10 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10' 1.00 1.00 15' 1.15 1.25 .��R ARC,S� GIRDER SEE PLANS FOR11+5T Two 20' 1.40 1.50 0�5 0 STROP SIZES t TYPE BASING s C, MODEL# PBS44 (REF# AC4) ENDWALL J, Q- (UPLIFT 1815 LBS), MODEL# '9j. 029168 O PBS66 (REF# AC6) (UPLIFT 1815 of t4 1, SMI LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQ i Copyright 2022 STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2 SPACING A A reserved.The Architect reserves the right to reproduce this ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthorized SIZES t TYPE. INSTALLATIONalteration of these documents is a violation of New York ENDWALL BLOCKING State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect. AB44) MODEL# PA66E These drawings and specifications are not to be used on any I other project,except by written permission of the Architect. (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR PROJECT NO. 22-AR030 'AD55' USP CONNECTOR WITH G 11 GRADE 5/8" DIAMETER ANCHOR BOLT d I AND (2) 3/4" CARRIDGE ® ATWO O a I BOLTS. SEE FOUNDATION SCALE As Noted `°` 7/I2/2023 DRAWN BY WP CHECKED BY RS J PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING 6" O.G. DIA. ANCHOR BOLT TITLE WITH 10" MINIMUM EMBEDDED LENGTH INTO ° CONCRETE JOISTS Tables, d a Schedules and Diagrams Qd BLOCKING AT 4-0' INTERVALS a SECTION A-A SHEET TYPICAL POSTS SECTION ON Scale. 3/4" _ NMWN _ �_ II 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" = II-0" W - 2 � - 1 I_0II 2 CORER OLD-DOScale 3/4" I 0 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS