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Home My WebLink About48482-Z . s "Mn TOWN OF SOUTHOLD , BUILDING DEPARTMENT � TOWN CLERK'S OFFICE d 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#: 48482 Date: 11/14/2022 Permission is hereby granted to: Vo elle , Charles 1450 Fairway Dr Cutcho ue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1450 Fai iay Dr., Cuutcho ue SCTM #473889 Sec/Block/Lot# 109.-5-14.8 Pursuant to application dated 9/14/2022 and approved by the Building Inspector.. To expire on 5/15/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $801.60 CO-ADDITION TO DWELLING $50.00 Total: $851.60 Building In pe- ofr` TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 V�tl : frrr.s �ril1� 1dt� rnr s . 0 Date Received APPLICATION FOR BUILDING PERMIT bF.,Office Use Only �' �Mi �� PERMIT NO. Building Inspector:. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:September 1 st 2022 OWNER(S)OF PROPERTY: Name:Charles & Jean Vogeley SCTM#1000-109-5-14.8 Project Address: 1450 Fairway Drive Cutchogue 11935 Phone#:516.659.9980 Email:crvogeley@gmail.com Mailing Address:59 Orchard Farm Road Port Washington NY 11050 CONTACT PERSON: Name:Stromski Architecture P.C. Mailing Address:400 Ostrander Avenue Riverhead NY 11901 Phone#:631.779.2832 Email:robert@stromskiarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Stromski Architecture P.C. Mailing Address:P.O. Box 1254 Jamesport NY 11947 Phone#:631.779.2832 Email:robert@stromskiarchitecture.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 215,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. ig 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 desctffied.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Str Application Submitted By(prin me): Ski RAuthorized Agent ❑Owner Signature of Applicant: Date: 09102/2022 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing 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 J �` day of �� ehl (�f; 20,2,), Notary P blic JANE E STROMSIQ PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC (HST362 Where thea applicant is not the owner lSUF4�l p p � ) CIN�9AI.I'FIEr" C1F'1=01.K COUMY ISI' TERM EXPIRES DECEMBER al, I residing at Robert Stromski- Stromski Architecture P.C. do hereby authorize to apply on nrZlf to tie Tow of S uthold Building Department for approval as described herein.. u ,. m, L*11 A- M Owner's Signature Date JIM-& Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project Vogeley Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1450 Fairway Drive Charles&Jean Vogeley Stromski Architecture P.C. Cutchogue, New York 11935 P.O. Box 1254 Jamesport, New York 11947 631.779.2832 1111111111111111110 Compliance: 4.2%Better Than Code Maximum UA: 497 Your UA: 476 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 are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 2,589 38.0 0.0 0.030 0.026 78 67 First Floor: Wood Frame, 16" o.c. 2,159 21.0 0.0 0.057 0.060 82 87 Door 2: Glass Door(over 50%glazing) 128 0.300 0.320 38 41 SHGC: 0.28 Window 2: Wood Frame 262 0.300 0.320 79 84 SHGC: 0.28 Window 2: Wood Frame 262 0.280 0.320 73 84 SHGC: 0.35 Window 1: Wood Frame 60 0.280 0.320 17 19 SHGC: 0.35 Wall-Second Floor:Wood Frame, 16" o.c, 1,662 21.0 0.0 0.057 0.060 91 96 Window 1: Wood Frame 60 0.300 0.320 18 19 SHGC: 0.28 Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here i` -onsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed bui do has been designed to meet the 2018 1 C re ,Wren tints in R cher,.„,k Version : REScheck-Web and to comply with the mandat re ments R� in til ESche k lns ion ec St. 01 S h me-Title IDa Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page :! of10 REScheck Software Version : REScheck-Web Inspection 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Reeriew Value Value Complies? Comments/Assumptions & Re .ID ..m . . 103.1,103.2 !documentation on drawings � _ .... ._. wings and r `❑Complies emonstrate s ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable �� ;envelope represented on ❑Not Applicable !construction documents. µ 4 1011, Construction drawings and � 'ElComplies 103.2, documentation demonstrate ❑Does Not 403„7 :energy code compliance for [PR3]1 alighting and mechanical systems ❑Not Observable °Systems serving multiple ❑Not Applicable rdwelling units must demonstrate :compliance with the IECC ;Commercial Provisions. ..m�. _... 02A, :Heating and cooling equipment is: Heating: Heating. :❑Complies 4033 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2,I1 on loads calculated per ACCA Cooling: Cooling: k ; Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: impact (T)er 1)1 -iu9 2 ct(Tier 2) Impact (T wewWrn 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 3 of10 + FIIc�m foundation Inspection Corniplies Coirmen s/As umpti+ons ,2%1 `A protective covering is installed to �❑CornpComp lies tF" 1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ',[ Not Observable C grade. EINot Applicable 03. Snow-and ice-melting system controls ❑Complies (F,01,2)2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable 1 Additional Comments/Assumptions: 1 lHigh Impact ("liar 1) Medium I m pact(Tier 2) Low Impark (Tier 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 4 of10 Section Verified Field Verified 9 9 F PlansVerified ValuJ.F e._ ...__,.. _..p._ ns comp 402.1.1, %Glazing U factor(area-weighted U U- ❑Complielses? See the et pAAssermbG%es 402.3.1, ^average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 :❑Not Applicable ,....._. ..... .............. ..... _ ..... _.�._._ 303.1.3 iM-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance p ❑Does Not 'with the NFRC test procedure or "taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 iAir barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not :instructions. ❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built , ❑C'ompfes [FR20]1 his listed and labeled as meeting ❑Does Not t ,AAMA/WDMA/CSA 101/i.5.2/A440 ❑Not Observable ,or has infiltration rates per NFRC ! =:400 that do not exceed code ❑Not Applicable 'dimits. 402.4wa' IC-rated recessed lighting fixtures o ❑Complies [FR1612 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable - _.... _ .. ....._................. ......................... 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and` ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ; :diameter>= 3 inches and R-4.2 for< 3 inches in diameter, i 403.3.2 :Ducts, air handlers and filter ;❑Complies [FR13]1 :boxes are sealed with ❑Does Not ;]oints/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 vir ❑Not Observable 1. �..,. ❑Not Applicablew. m_e..._� .m .. � ... 403.4 HVAC piping conveying fluids R- R- " Complies [IFR17]2 above 105 °F 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 ❑Not Observable ❑Not Applicable .. _m..m ----- �...w __...._....M 40 „5,3 'Hot water pipes are insulated to R-� R ❑Complies [FR13]2 >_R-3. '❑Does Not 4 ` ❑Not Observable A.....]Not Applicable , ......... 4036 `Automatic or gravity dampers ❑C._o.t.. fli.e s... .�. .�.L .�. ...... __.. _. .m . _.._ m._.. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable High � 2 Medium Impact(Tier 2)� 3 Low Impact(Tier 3) 1 Hih Impact(Tier 1) 2„ _ __. ...._..._ _ __...._ Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 i±L Impact..(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 6 of10 ectibn Plans Verified Field Verified lrrsdlauti,on Inspection Value Value omplies? owa�par entstA sumptions ......... _. .�..... � 303.1 iAll installed insulation is labeled ❑Cornplaes'. JINN. 12 or the installed R-values Oboes Not ;provided. ❑Not Observable �ONot Applicable = 402.1.1, Wall insulation R-value. If this is a R- R- :❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of thetable for values. ❑ Wood ',❑ Wood ;❑Does Not , 402.2.6 „wall insulation on the wall ti❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel [JSteel :❑Not Applicable . 303.2 Wall insulation is installed per ❑Waarrties [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable , ❑Not.Applicable Additional Comments/Assumptions: Low lmpack ( 1 hliflh Impact(Tier 1) 22 Medium Impact(Tier 2Tier 3)) _. Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 7 of10 # Final Ins ection Pro�iSionS PlanVaiueified Fiel�a unified Complies? _ ...� Section is/Assumptions p OR�� Ceiling insulation R-value. mm � o R- R- i❑Complies� Seeothe Mme � "�— -� lope Assembifes 402.2.1, ❑ Wood ❑ Wood '❑Does Not =table for vialues. 402.2.2, 402.2.6 E] Steel ❑ Steel �[ Not Observable [FI1]1 L..]Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every x300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ❑Co � - � - --� mplies [FI3]1 insulation >—R-value of the Does Not ladjacent assembly. ,UNot Observable I.....:jNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — ACH 50 — ❑Com lies [FI17]1 iach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. a :❑Not Observable l :❑Not Applicable i 403.3.3 `D:ucts are pressure tested to cfm/100 cfm/100 —?❑Complies [FI27]1 ;determine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test:Total :leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air 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 a chandler enclosure, 403,3.4 `Duct tightness test result of<=4 cfm/100 cfm/100 lie — ;❑Complies [FI431 =cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air :handler @ 25 Pa. For rough-in i ❑Not Observable r `•,tests, verification may need to ❑Not Applicable occur during Framing,Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2% of ❑Does Not E rdesign air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fi" ], Anstalled 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 [M,101� on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable - 403..5.1 Circulating service hot water ❑IComplies [f111]2 systems have automatic or ❑Does Not accessible manual controls. '❑Not Observable ' ❑Not Applicable 1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3 ,Low Impact(Tier 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 8 of 10 Section Final Inspection Provisions Plans Verified FieldVerified Complies? comments/Assum tions p p & Re .ID _ lue Value 40 ,1 'All mechanical ventilation system ❑Complie"" s 12.1 p ton listed Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. `❑Not Applicable ,. m. ..a ..... _...__ ._ � 403.2 Hot water boilers supplying heat ❑Complies [€126:]2 through one-or two-pipe heating ❑Does Not ;systems have outdoor setback `control to lower boiler water ❑Not Observable w ❑Not Applicable based on outdoor r ' 'temperature. 403.5.1.1 Heated water circulationsystems ❑Complies [F12 812 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply, ❑Not Observable i e. Gravit and thermos- ❑Not Applicable pp Y s hon circulations stems are thermos- syphon Y 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 [F129:12 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable 1 ,adjust the energy input to the heat tracing to maintain the ❑Not Applicable :desired water temperature in the ,piping 403.5.2 Demand recirculation water ❑Complies ,FI3 )2 systems have controls that '❑Does Not .manage operation of the pump sand limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F,. 403.5.4 Drain water heat recovery units '❑Complies (F1131 tested in accordance with CSA ❑Does Not ,1355.1. 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 [F123 13 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 'Compliance certificate posted. ❑Complies [Fl7 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Irri act(Tier 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 9 of10 Section Plans Verifiedleld Verified . final Inspection Provisions Value ValueComplies mw CornentslAssumprtions 0 Manufacturer manuals for P.a..�.."._..�__..._�....m.. ._.. ._ ❑Com lies i,Fl ) mechanical and water heating ❑Doe Not systems have been provided. FiNot Observable ENot Applicable Additional Comments/Assumptions: 1 I High Impact q"rtier 1) Medium impact(Tier 2)ITLow Impact(Tier 3) Project Title: Vogeley Residence Report date: 09/14/22 Data filename: Page 10 of10 2018 IECC Energy Effidency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door 0.30 0.28 Heating System• Cooling System• Water Heater• Name: Date: Comments TEE rl1VE ti. t; V EASETIENr FOR MAINTAINING CONnNUOuS RECHARM SAND STALE SYSTEM. 0- 888-59120"E 220.00' I -1.1'N 0.91N 1,1 , ,5 CMF 0 -' K E 2. ^'0 N1.5 F.9CMN 1.e'S UNFe' .1'9 S M 4.5'S I p m. �.4.8'E „ pryq O C5 B.7 I E'er� � MUM 30.0 1 a k� •� N-OND I POOL ' Ia CONC '1 E �' APRON ......... .N M!s DRICML PAT10 uT 2&1 110 3� � 5910 44 MID 74.6' t 4• >r I p o L I w 8,9N " o CHAIN LINK FE 441E L l ..� 1'N ._.�.�. z TRIS _ x .� m CMF TRIM LINE 18'N .�."*3'N CAAp N 88°59'20"W 220.00' 9 I NOTES: CE81M au TO: 1)SAME AS DIST: 1000, SEC: 109, BLK: 5, LOT: 14.8 WESTCOR LAPD TITLE 14SURANCE COMPANY ON THE SUFFOLK COUNTY TAX MAP. EAST COAST ABSTRACT, INC. TITLE NO. ECA45403 2)THE EXISTENCE OF ANY RIGHT OF WAYS AND/OR EASEMENTS OF WELLS FARGO BANK, N.A. RECORD, E ANY. NOT SHOWN, NOT GUARANTEED. CHARLES R. VOGELEY 3)0 = GATE JEAN 0. VOOELEY 4)N-OPD POOL COVERED FOR SEASON. 5)REFERENCE DEED L11821 P.170 �. MAUMIM ALTEHATONS CR ADDITUSv TO TILS SAIVEM SA'ACMATISN OF WOTON 7200.OF THE NEW YM STATE E'MrATION LAW.. ■COPES Cr THIS SA7VET MAF NCT WARNC THE LAN}'aYJRVEYOR`S NICO1 SEAL SNAIL NUT BE CONSWIM TO DE A VALID TFW COPY. •CUUMATIONS IN)CATED HEREON SHALL RN OILY TO THE PERSON FOR WHOM THE WrvFY a PREPARED,.AND CMI TIED MIALIF TO THE TIRE COMPANY,GOVUHENCAL AGENCY AND LENDNO NSTRUTION LSTETI HEREON CERTFICATDIS ARE NOT TRANS ERAS E TO AWTIONAL NSTIMpNS OR S SEMENT OWNERS, ■.THE OFFSET'FROM PROPERTY UES SHOWN Hff EON ARE NOT INTENDED TO GUM N 7H E ERECTION OF FEICES- IETAMD WALLS,POOLS,BLDG.ADORONS, AND/OR OTHER CONS7RIX'TION .COVVENNM AND RESTRICTONS,F ANT.NOT NOICAM OR SHOWN LN.ESS REOLEM N WRRNO BY CLIENTS OR THEIR FORESENTAT"E PRIOR TO SURVEY BEND DONE ®COPYRIGHT RY ROBERT EL HM31AK LS,AS PER ORON&DATE SHOWN 04 S IWEY. .� C SURVEY ^h L-OT 8 MAP OAl rr W �E ti F A►RW AY FARMS filed February 15, 1974; filed map number 6066 CUTCHOG3UE lY /' T OF SOUTHOLU, SUFFOLK COUNTY, NEW YORK. z 5 w T BM hLZMAN LAS SLRVEYM P.C. 20.13 r - LICENSED LAND SURVEYOR, N.Y.S. LIC. # 49176 1029 WILLIAM FLOYD PARKWAY, SUITE 3, SHIRLEY, NY 11961' PHONE : 631-281-0162 FAX 631-281-0292 _: .. E-mall: rbhlsOoptonLIne.net DATE October 17, 2013 seALE 1'=40' FEE 1000-109-5-14,8 CD15\10-13\SOUI'HOLD\109-5-14.8\109-5-14.8-drafting-title I !it ; L LiN 10] ,Z- d AD ] ONIA,,; pp " A' R,, , I �r (\ 0`\)��)//�/ 1 "J11' 0 EL....0 4 ih.. 1L..J w �. 0 9 I �._ 1 �} �_ , ° Ll t architecture, p.c. P.O.BOX I254 JAMFSPORT,NY I I947 PHONE(63I)779-2832 FAX(63I)779-2833 1450 SAI WA E CUTCHOG"u' 'TE, NEW CLIMATIC AND GEOGRAPHIC DESIGN CRI_rERIA SCHEDULE OF ABBREVIATIONS AIR BARRIER AND INSULATION INSTALLATION TABLE 8402.4.1.1 GENERAL NOTES_ SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.D. ASH DROP GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD A.F.F. ABOVE FINISH FLOOR I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN TEMPERATURE HAZARDS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED BM. BEAM ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. BRG. BEARING MODERATE SLIGHT TO C.J. CEILING JOIST 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND 25 130 YES YES 1 B SEVERE 3('° TO HEAVY MODERATE 15 YES N/A C.F.M. CUBIC FEET PER MINUTE A CONTINUOUS AIR BARRIER SHALL BE INSTALLED SHALL BE INSPECTED AND APPROVED AS REQUIRED. CLOS CLOSET IN THE BUILDING ENVELOPE. C.O. CLEAN OUT THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH CON. CONCRETE GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. THE NEW YORK S1ATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR IS TO VERIFY ALL C.M. CARBON MONOXIDE DETECTOR BREAKS OR JOINTS IN THE AIR BARRIER SHALL CONDITIONS AND I)!i1EN5ION5 BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR CSMT. CASEMENT BE SEALED. SAME. TABLE OF CONTENTS FLOOR AREAS a5TIN PROPOSED ADDITION TOTAL C.T. CERAMIC TILE COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,765 SOFT. 820 SOFT. 2,585 SOFT. D. DRYER THE AIR BARRIER IN ANY DROPPED 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY MINIMUM. D-1 - DEMOLITION PLAN SECOND FLOOR SQUARE FOOTAGE - q56 SQFT. 0 SOFT. q56 SOFT. D.H. DOUBLE HUNG CEILING/SOFFIT SHALL BE ALIGNED WITH THE A-[ - FOUNDATION PLAN TOTAL LIVING AREA - 2,721 SQFT. 820 SQFT. 3,541 SQFT. DIA. DIAMETER CEILING/ATTIC INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/5oFFIT 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS Proposed Addition Alteration A-2 - FIRST FLOOR PLAN FRONT PORCH TO BE REPLACED- 104 SOFT. 15 SOFT. 120 SOFT. D.J. DECK J015T SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. SHALL BE 3500 psi AT 28 DAYS MINIMUM A-3 - SECOND FLOOR/ ROOF PLAN REAR COVERED ENTRY - 0 5QFT. 40 5QFT. 40 5QFT. DN. DOWN ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE For: A-4 - SECTIONS GARAGE - 548 5QFT. 182 SOFT. 730 5QFT. DW. DISHWASHER WALL DOORS TO UNCONDITIONED ATTIC SPACE 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. E=1,600,000 psi AND A-5 - ELEVATIONS F.A.I. FRE54 AIR INTAKE SHALL BE SEALED. fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN W-I - DETAIL WALL SECTION AND ELEVATION F.D. FLOOR DRAIN fb=2,400 psi. Vogeley ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO HAVE AN E=I,g00,000 psi CAVITIES WITHIN CORNERS AND HEADERS OR AND AN fb=2 600 i ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN W-2 - TABLES, SCHEDULES AND DIAGRAMS FON. FOUNDATION FRAME WALLS SHALL BE INSULATED BY F.J. FLOOR JOIST f6=2,g00 psi. FP.S.C. FIREPROOF, SELF-CLOSING WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A Residence FTG. FOOTING PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE PRESCRIPTIVE DESIGN METHODS FXD. FIXED THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. GALV. GALVANIZED OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR GL. GLASS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN B. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2"XIO" @ 4" WALLS AND 3-2'X10" @ 6" 130 MPH WIND ZONES N.B. HOSE BIBB SUBSTANTIAL CONTRACT AND CONTINUOUS WALLS OR AS DESIGNATED ON THE PLANS.INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - H.C. HANDICAPPED ALIGNMENT WITH THE AIR BARRIER. HDR. HEADER q. PROVIDE 36" HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30" ABOVE GRADE. RAILING FAMILY DWELLINGS (2018 EDITION) H.M. HOLLOW METAL WINDOWS, SKYLIGHTS TH£ SPACE BETWEEN WINDOW/DOOR JAMBS AND SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4" SPHERE THROUGH ANY OPENING. K.S. KITCHEN SINK AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS LAV. LAVATORY BE SEALED. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. DESIGN LOADS W-1 AND W-2. L.C. LINEN CLOSET PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. " MECH. MECHANICAL RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. USE LIVE LOAD ILB/SOFT.] DEAD LOAD ILB/5QFTJ I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4-0 MIN. MINIMUM 11. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS MAX. MAXIMUM INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO FLOOR FRAMING CAVITY INSULATION SHALL BE REQUIRED. BAYS OF FLOOR AND ROOF DECK SHEET W-I DRAWING 3. INSTALLED TO MAINTAIN PERMANENT CONTRACT EXTERIOR BALCONIES 60 10 MLDG. MOULDING WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR M.O. MASONRY OPENING FLOOR FRAMING CAVITY INSULATION SHALL BE 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. DECKS 40 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. N.I.C. NOT IN CONTACT FLOORS (INCLUDING 1450 Fairway Drive PROVIDE 1-1/4" X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND O.C. ON CENTER ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE PASSENGER VEHICLE GARAGES 50 10 DRAWINGS ON SHE-ET W-2. CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION APPROPRIATE COATED HANGERS WHEN USED IN CONNECTION WITH TREATED MATERIAL. CUtchO ue, O.H. OVERHEAD New York ATTICS WITHOUT STORAGE 10 10 P.C. POURED CONCRETE INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING g 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE R. RISER AND EXTENDS FROM THE BOTTOM EM THE TOP OF 14. PROVIDE CONTINJOUS FIRE5TOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR S.C.T.M.# ATTICS WITH STORAGE 20 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3.qA. RAD, RADIUS ALL PERIMETER FLOOR FRAMING MEMBERS. SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 10'-0" ROOMS OTHER THAN SLEEPING ROOMS 40 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN REF. REFRIGERATOR EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, VERTICALLY 4 10'-0' HORIZONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 REVISIONS 30 10 SREINF. REINFORCED AND R502.12. SHEET D S HA-2 AND W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE CRAWL SPACE WALLS SHALL BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED SLEEPING ROOMS R.F. RESILIENT FLOORING RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. R.R. ROOF RAFTER 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED O STAIRS 40 10 S.D. SMOKE DETECTOR DUCT SHAFTS UTILITY PENETRATIONS AND FLUE FROM THE PREMISES. GUARDRAILS AND HANDRAILS 200 10 5. ROOF, WALL AND FLOOR SHEATHSHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SH. 4 PL. SHELF 4 POLE ' ' O W-I TABLE 3.1. SHWR. SHOWER SPACE SHALL BE SEALED. 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED IN SUCH A WAY AS GUARDRAILS IN-FILL COMPONENTS 50 10 SQFT. SQUARE FEET NOT TO DAMAGE OR 01 HERWISE RENDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS O 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S T4G TONGUE 4 GROVE BATTS IN NARROW CAVITIES SHALL BE CUT TO DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. FIRE ESCAPES 40 10 SPECIFICATIONS. T.C. TERRA COTAO NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE TEMP. TEMPERED GLA55 PERMANENTLY ATTACHED TO THE CRAWLSPACE 17. THE CONTRACTOR �iHALI. REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES T.O. TRIM OPENING WALLS. TO THE ATTENTIONOF THE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE O UPPER 1/3 OF THE ROOF FRAMIt a. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET TYP. TYPICAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE W-2• V.I.F. VERIFY IN FIELD GARAGE S-EPARATION AIR SEALING SHALL BE PROVIDED BETWEEN CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN B. ALL STRAPPIF;a CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED W. WASHER GARAGE AND CONDITIONED SPACES. OBTAINED. O IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.C. WATER CLOSET O WD. WOOD RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE 15. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL WIDTH G� THE SHEATING SUBSTRATE BEING USED. W.F. WATER FOUNTAIN RECE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR INTEGRITY OF THE FXISTINC, STRUCTURE DURING CONSTRUCTION. W.H. WATER HEATER TO THE DRYWALL. TIGHT AND IC RATED. O W.1. WALK-IN Iq. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF W.W.F. WELDED WIRE FABRIC BATT INSULATION SHALL BE CUT NEATLY TO FIT EXCAVATION AND CONSTRUCTION. O PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO WALLS, OR INSULATION THAT ON INSTALLATION EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM O READILY CONFORMS TO AVAILABLE SPACE SHALL DUST WITH PLASTIC TARPS. EXTEND BEHIND PIPING AND WIRING. O THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN WALL LEGEND: SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED. ACCESS POINT TO THE 51TE AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR O .-..-M--� EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. SHALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. SAW - /F MAFrAPACT EXISTING WALL TO REMAIN THE AIR BARRIER SHALL BE INSTALLED BEHIND 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES O ��,� ©f4�rr r+ 25' RIGHT OF WAY 185.0 _____ EXISTING WALL TO BE REMOVED ELECTRICAL'PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF [1 \Cpl MONI 131ITU 1. ORLVE ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. THE HOUSE. O 1 © NEW 2" X 4" WOOD FRAME WALL O �{� ,a�Ip pt,/iM1E1VG5 �� CMF �� CMF U�� HVAC REGISTER BOOTS THAT PENETRATE 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF U'S NEW 2" X 6" WOOD FRAME WALL HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED ELECTRICAL WIRING AND FI;TURES AS REQUIRED. x--x•••-x"`x""-xx t•�► 1.4'E TO THE SUBFLOOR OR DRYWALL. 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A 51TUATION IS O x x--x--x--r--x----x--x---x---x---x--x---x~-x-"x *ARE J 0 LOAD BEARING WALLS 2 DAN LINK P�� x NEW P.C. CONCRETE WALL WHEN REQUIRED TO BE SEALED, CONCEALED FIRE ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE O -01.14LSPRINKLERS SHALL ONLY BE SEALED IN A CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION t*e q 4p MANNER THAT 15 RECOMMENDED BY THE DETERMINATION. x 'v+ -z b,(gyp FIRE BRICK MANUFACTURER. CALKING OR OTHER ADHESIVE � O C0 STANDARD BRICK CONCEALED SPRINKLERS SEALANTS SHALL NOT BE USED TO FILL VOIDS 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF to BETWEEN FIRE SPRINKLER COVER PLATES AND THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND a►x C42ER r l DROPPED MASONRY WALLS OR CEILINGS. BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. SEAL 30.8 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24" O.C. s, 19.1 (BHORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS 2" IN FROM TOP AND BOTTOM OF C A x �* f �1. SYMBOLS: 27. 'TRUSJ0I5T' 051LENT FLOOR" SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO �'��R ARC 'U A/ MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN J015T LAYOUT FROM 'TRUSJ0I5T' PRIOR TO START OF CONSTRUCTION. CCS `r CIA "05.D.e SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY MUST INSURE THAT C.M.® CARBON MONOXIDE DETECTORS 514ALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED THEIR PRODUCT MEETS OR EXCEEDS THE DE51GN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR 1 C� TO OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. m WINDOW DESIGNATION (SEE WINDOW SCHEDULE) J. Q- PROPOSED COVERED ENTRY 39 S.F. c 2q. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE '9� 029169 0 a STONE x PROPOSED MUDROOM 162 S.F. WALL 30'-0.0" K O DOOR DESIGNATION (SEE DOOR SCHEDULE) BY WEATHER AND/OR CONSTRUCTION. O F N� x CAWOttT pj jj SECTION MARK (DWG#/SHEET) 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN 4 METAL f"E 2.1PO � � �� ACCORDANCE WITH THE REOUIREMENT5 OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. 66 DETAIL SECTION MARK (DWG#/5HEET) Copyright 2022 STROMSKI architecture,p.c.All rights 9.9*N G $$.$ 1 PROPOSED A7 31. IF DURING THF COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED WHICH COULD NOT BE reserved.The Architect reserves the right to reproduce this �O 1 _ GARAGE DETAIL DRAWING MARK (DWG#/SHEET) DETERMINED PRICK TO CONSTRUCTION START THEN THE CONTRACTOR 5HALL NOTIFY THE design in its entirety or any portion thereof.Unauthorized 1 1/2 �r FRAME 730 S.F. ® -�' ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. alteration of these documents is a drawings violation of the New York a 1td.5 State Education Law.These drawings and specifications are DWELLIING► an instrument of service and are the roe of the Architect 30'-10 0 = � 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL property tip 1450 � - � These drawings and specifications are not to be used on any by J i FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. other project,except by written permission of the Architect a 27.8 THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS 6.4 ' 1-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. PROJECT NO. 22-AR008 52.6 STONE � SCALE AS SHOWN DATE 6/20/2022 CANT &23.2* R t7 C 1.6'Otl7 � RCH DRAWN BY WP CHECKED BY RS PROPOSED COVERED S7 PORCH 120 S.F. � rye c, TITLE Isi 4 Project Information 757'89 ' SURVEY TAKEN FROM: (757.09 ROBERT B. HOLZMAN LAND SURVEYING P.C. 102q WILLIAM FLOYD PARKWAY, SUITE 3 ..........-.. -----•-----.-"... ""'" "_"'".. .»»• SHIRLEY, NY IIg67 yt'7crl{? /'j ' LIG. # 4976 ,! .0v t n PHONE NUMBER: 631-281-0162 S" 01000'40" W FAX NUMBER: 631-281-0282 y SHEET EMAIL: RBHL5@OPTONLINE.NET tra.41V4j DATED: OCTOBER 17, 2013 .�" .► SEP ;1 t� X117 I SITE PLAN 1" = 30'-0" COVER 1�OLEY PROPOSED . ......... S"-1 1. architecture, p.c. P.O.BOX 1254 JAMESPORTNY I 1947 SCREEN PORCH PHONE(631)779-2832 FAX(631)779-2833 01-00 X 01-00 BEDROOM LIVING ROOM DINNING ROOM IIII 01-01 X 01-01 01-01 X 01-01 01-00 X 01-09 It > 7---------- II Z1 NOIIV(3N(IOA d01 01 WMAIN 801 oL INS II LIM II LIM II II BATH Proposed Addition Alteration 01-01 X 01-01 For: II 0 0 I 1N9W9GV9 II Vogeley LLM FOYER KITCHEN ]IPNV2l OG 01 NMOa 01-01 X 01-01 01-09 X 01-00 --------- - ----------------------LARACK---------------------------- Residence 01-01 X 01-01 II II FF II W.1. CLOS. N, i - -- - ��P—M --o—sl T—TJ II 01-01 X 01-01 -J L--= L II II MASTER BEDROOM0 II 14SO Fairway Drive 01-010 X 01-01 Cutchogue, New York — —— — — — — S.C.T.M.# MASTER BATH 01-01 X 01-01 REVISIONS 0 FIRST FLOOR PLAN Scale: 114' 0 EXISTING 0 r___________________________________________ — __________- - - - - ___________________________� 0 it I � 0, � � I 0 0 II II 0 0 II II II II 0 ► ' ' I O Yo 091 0 'gX'Z II O ATTIC ACCESS CLOS. - - - - - - - - - - - - X 01-01 01-01 X 01-01 7 11 r SEAL II II 11�11 r777= L 11 00 V APC BEDROOM CSrRO A, 71-71 G.N. 71-81 WIDE FLAT BEDROOM —il 81-61 C.N. 41-10" CEILING FLAT OF N II II 0 Copyright 2022 STROMSKI architecture,p.c.All rights BATH reserved.The Architect reserves the right to reproduce this 01-01 X 01-01 L design in its entirety or any portion thereof.Unauthorized O alteration of these documents is a violation of the New York State'Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any 7 other project,except by written permission of the Architect. PROJECT NO. 22-AR008 SCALE AS SHOWN DATE 6/20/2022 DRAWN BY WP I CHECKED BY RS — — — — — — — — — — — — -- — — — — — — — — — -- TITLE II II II II II II l i i i i Demolition Plan II II II II II II II II II II SHEET D - 1 /'-2 \ SECOND FLOOR PLAN Scale: 114' = 1'-0' KE�' EXISTING 1 �A ON/A] A I 00 Si y 1 "ate 0 11 - P lit IN architecture, p.c. g IL '%Z71 6- d 0 P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 14-50FAIRWAY IJIKIVE CUTCHOGUE, NEW 10'-4" 11' 6'-8' M.O. q'-10' ��'O_�8' DIA.------------------ I - - - f- - - - - - - - - - - - - - - - - - - - - - - - - - - - iI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I a � I I I I - - - - - Proposed Addition Alteration 1 • _ ..- - - - - - - - I I I For: I I- - 23'-0' 1 84 I Vogeley LO1 DRILL t GROUT #5 REBAR @ J , I I I 1 12" VERTICALLY ON CENTER Residence I I "• I 1 � I MUDROOM I I GARAGE 1 �. I SLAB P RED FLUSH TO TOP WALL PITCH SLAB 8" WALL EXPOSED j EXISTING SUNROOM 1 MATERIAL NOTES SLAB I •• I � : I 1 1 ROOF CONSTRUCTION • I 1 I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 1450 Fairway Drive 30 LB. FELT PAPER Cutcho ue, New York I I 5/8' EXTERIOR GRADE PLYWOOD SHEATHING g 1 (3) 1 3/4' X 18' LVL RIDGE BEAM S.C.T.M.# 2' X 12' ROOF RAFTERS @ I6' ON CENTER 2' X 8' ROOF RAFTER @ 16' ON CENTER REVISIONS I I 2' X 10' CEILING JOIST @ 16' ON CENTER 1 2' X 8' CEILING JOIST @ 16" ON CENTER COLLAR 0 A � i � DRILL t GROUT #5 REBAR @ I I HEIGHT BLOW RIDGE (No RIDGE STRAPSPR�CE(,X1�1R 1/3 OF THE ATTIC)12" VERTICALLY ON CENTER 1 I PROVIDE ALUMINUM FLASHING AS REQUIRED 0 u I ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIIO 0 �� i i I '• I I • I WALL CONSTRUCTION ° 1 SIDING MATERIAL TO MATCH EXISTING I 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 0 EXISTING BASEMENT LIVING ROOM I I 1/2' EXTERIOR GRADE PLYWOOD SHEATHING O 1 CONCRETE SLAB CRAWL OVER OLD GARAGE SLAB I 2' X 4" WOOD STUDS @ 16' ON CENTER WITH 2" X 4' SHOE AND DOUBLE 2' � X 4' TOP PLATE N " 6 " DRILL t GROUT #5 REBAR @ 1 a 1 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' b : O —11 1/2 6—11 1/2 —Il 1/2 — 12 VERTICALLY ON CENTER— — — — — — — — —j I X 6' TOP PLATE (AS SHOWN ON PLAN) J 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 0 (2) I -I r,' +ti " ' RESISTANT WALL BOARD AT BATHROOMS) ——————— C�--—— —— YADROP GIRDER M�B—�——— —— ` 12 GIA. — — — — — — — — — — — — — — — — 5/8' TYPE'ANDERSEN' 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING WIT14 IMPACT RESISTANT LOW 0 -------- F — �—— 3i-51 18i-81 M.O. ARGON GAS (SEE PLANS FOR MODEL NUMBERS,SEE ELEVATIONS E TIONSFOR D m I— II 0 _GRILLE PATTERNS) i PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION 0 --------- a NEW 24'4412' POURED COdC, i v CONNECTORS AS PER SHEET W-2. -------J—j FOOTING X C14 \ 2 DIA. 0 ---- - 'x6' ACO D.J. FLOOR CONSTRUCTION 0 2'-6" _ @ 12' 0/C FLOOR FINISHES AS PER PLAN 0 N 3/4' TONGUE AND GROOVE PLYWOOD 514EATNING NAILED AND GLUED 2' X 8" FLOOR JOISTS @ 16' ON CENTER 0 REDUCE HEIGHT OF FOUNDATION CONSTRUCTION 0 EXISTING FOUNDATION WALL AS NEEDED 70 MAKE (2) 2' X 6' ACO SILL PLATE WITH SILL SEAL Z FLOOR FLUSH 'COP—R—TEX' TERMITE SHIELD 5/8' ANCHOR BOLTS @ 36" ON CENTER MAX, AT EACH 51DE OF EVERY SEAL OPENING, WITHIN 61 TO 12" OF THE END OF EACH PLATE, AND WITHIN 12' � 2 xbCQ LEDGER BOARD OF EACH CORNER. o PROVIDE HOLDDOWN AS PER 514EET5 W-1 AND W-2 0 B' POURED CONCRETE FOUNDATION WALLS R Aiq �+ B' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) ��' R X12' DIA. —18" DIA X° (2) 2'x10' ACQ DROP GIRDER f �_ ' DIA. 121 DIA. PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 81x16' FOOTINGS C2\� 0 S7 0�s C — —— —— e —— —— ——\ PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12'x24' FOOTINGS <v C� ———— 4' POURED CONCRETE FLOOR SLAB �-- ----------------- --�---- --- ANDERSEN BASEMENT WINDOW ———— ——————J DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER 514EET W-2 029ie9 O� t4 INSULATION NOTES OF R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-38 INSULATION AT FLAT CEILINGS Copyright 2022 STROMSKI architecture,p.c.All rights R-21 INSULATION AT SIX INCH EXTERIOR WALLS reserved.The Architect reserves the right to reproduce this R-7.5 MIN. INSULATION BELOW GRADE WALLS design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any L FOUNDATION PLAN Scale: 114' = 1'-0' other project,except by written permission of the Architect A—I PROPOSED PROJECT NO. 22-AR008 SCALE AS SHOWN DATE 6/20/2022 DRAWN BY WP CHECKED BY RS TITLE Proposed Foundation Plan SHEET A - 1 OR -V.r" -vr, i L1 jtON/Al�, I ' ][,, ON e ._ ! D� ]D _ _1 AtS_ _g -irchitecture, p.c. S .Ld P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 2 NE ; � � A-4 SIVE CUTCHOGUE� A-4 2414 2' b'-T8' I'-6' I'-3' 6'-0" 17'-1' -4" 2 -- 7 DRO R HEADER� �' — -----2) I "xllCROLAM LVL 3 DROP HEADER i A-4 70 2'A" CEILING `0 @ 6 ON CENTER Proposed Addition Alteration �- © For: co Otn- Vogeley Lo B �� Residence A-4 BATI-IV v MUDR00 W 5'-s" x 5'-0' — - 10'-0" X6'-8" � m 4'-0' 6'-0' 4 i 2'x8' CEILING JOII T I @ 16, ON CENT A 8'-4" c.H. A MATERIAL NOTES i BUILT IN MILLWORK SCREEN PORCH ---- --- --- - 3) I "x18" MICROLAM LVL UPSET HEADER ROOF CONSTRUCTION 30 1R. ARCHITECTURAL GRADE ASPHALT SHINGLE 1450 Fairway Drive I MNG ROOM i DINING ROOMlu 30 LB. FELT PAPER Cutchogue, New York 25'-6' X I6'-2" 12'-0" X 14'-q" U- W � _ 5/B" EXTERIOR GRADE PLYWOOD SHEATHING EXISTING TO REMAIN i i EXISTING TO REMAIN 0 (3) 1 3/4" X IB" LVL RIDGE BEAM - S.C.T.1VL# GARAGE 2" X 12' ROOF RAFTERS @ 16' ON CENTER 23'-8" X 2q'-4" 2'X B" ROOF RAFTER @ 16' ON CENTER REVISIONS i 2 X 10" CEILING JOIST @ 16" ON CENTER W1 HEAER � i 2' X 8" CEILING JOIST @ 16' ON CENTER O t- � 2' X 6" COLLAR TIES AT 16' ON CENTER PLACED I/3 OF THE ATTIC 5'-8" X 7'-7" i HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) PROVIDE ALUMINUM FLASHING AS REQUIRED O ❑ iBARRIER RAFTERR TO PLATCON ECTORS USE UE SP' MODIN ALL VALLEYS AND ROOF EL RT7 OR RTIOTh O 5-5 b' LU -01 3i_4" 4' 5' 8" u' ----�� ---------_ 11 j t Z- . pq I 1 ,:-Z ` Pt yq M 1�y e� 71 + 5 tR OR IP /A] 1 031 --� A '1L.01P 3 ? t 7 T wnlftl%� 0 }.10� -.10 d ,0 -0 4 1 architecture, P.C. eel P.O.BOX I254 JAMESPORT,NY 11947 1450 FAIRWAY DRIVE CUTCHOGUE, NEW YORK PHONE(63I)779-2832 FAX(631)779-2833 'x8' A I-j-- - -- -- -- _-.-�- --------- -, @ 16' ON CENTER I I 'x8" R00 RA II @ 16' ON CENTER I I I i I Proposed Addition Alteration II I For: LU II I Ell � I Vo ele g Y _ I ; Residence - - I � � 11 — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N I � I II II I � II I� II 1X81 16' ON CENTER I I I I MATERIAL NOTES RIDGE BEAM I I ROOF CONSTRUCTION Elul I I I I I I I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE I450 Fairway Drive 30 LB. FELT PAPER i I I I I 5/8 EXTERIOR GRADE PLYWOOD SHEATHING Cutchogue, New York (3) 1 3/4' X 18' LVL RIDGE BEAM S,C.T.M.# I I 2' X 12' ROOF RAFTERS @ 16' ON CENTER W.1. CLOS. d I 2' X 8' ROOF RAFTER @ 16' ON CENTER ATTIC ACCESS 8'-8' x 5'-10' -- -1�'�-�- ° p - - - - I I z' x 10' CEILING JOIST @ I6" oN CENTERREVISIONS EX15TING TO REMAIN . I i 2' X 8' CEILING JOIST @ Ib' ON CENTER 2' X 6' COLLAR TIES AT Ib" ON CENTER PLACED 1/3 OF THE ATTIC 0 I HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) PROVIDE ALUMINUM FLASHING AS REQUIRED 0 I ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES I RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO 0 BEDROOM BEDROOM — —.— - KNEE WALL TO UNDERSIDE GARAGE ROOF RAFTER x 20'-4'X 15'-4' i 18'-2'X 17'-8" EXISTING TO REMAIN i i EXISTING TO REMAIN ��P �sF I I WALL CONSTRUCTION 7'-7" C.N. 7'-8' WIDE FLAT I I F SIDING MATERIAL TO MATCH EXISTING O I 8'-6' C.H. 4'-10' CEILING FLAT LU OR EQUAL AIR INFILTRATION BARRIER 0 I/2' EXTERIOR GRADE PLYWOOD SHEATHING ( I 2' X 4' WOOD STUDS @ Ib' ON CENTER WITH 2' X 4' 5140E AND DOUBLE 2' 2'x8" ROOF RA ER I I X 4' TOP PLATE 0 " I 2' X b" WOOD STUDS @ 16' ON CENTER WITH 2' X b' SHOE AND DOUBLE 2' 'x8' ROOF @ I6 ON CENTER ( I X 6' TOP PLATE (AS SHOWN ON PLAN) BATH I I _ —— —T — -c1fiLQN-cwEg—— ___ ___ —— - I 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 0 0 10'-b' X 7'-8' — — .__I RESISTANT WALL BOARD AT BATHROOMS) IX. RIDGE BEAM — =-- ------- - ---- - - .—._._.._--- ----- � � EXISTING TO REMAIN 5/8� TYPE X GYPSUM BOARD AT GARAGE WALLS AND CEILING 0 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND 0 ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 0 s I GRILLE PATTERNS) a�G u I I CONNECTORSCONNDLLASTPROOF,E�20 WALL, AND WALL TO FOUNDATION 0 ------ ► 0 l i l I FLOOR CONSTRUCTION I 0 FLOOR FINISHES AS PER PLAN 0 I I 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED L ==� - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ I I 2' x8' FLOOR JOISTS @16' ONCENTER O FOUNDATION CONSTRUCTION 0 II II I II 0 (COP-R TEX' TERMITE SI IELDWITN SILL SEAL I I — — — — — — — — — — - -- I 5/B' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY SEAL o I- - - - - - - - - - - - - - - - — - - - -- - - _ - - - - - - J OPENING, WITHIN b TO 12 OF THE END OF EACH PLATE, AND WITHIN 12, m PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 ao 8' POURED CONCRETE FOUNDATION WALLS FR ARC 8' X Ib' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) G>� ST PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8'x16' FOOTINGS C9 TR.Q I PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12"x24' FOOTINGS 4' POURED CONCRETE FLOOR S ANDERSEN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 029169 02- �- — — — — — — — — — — — — — — — — — — — — — — —I INSULATION NOTES oF NE R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-36 INSULATION AT FLAT CEILINGS Copyright 2022 STROMSKI architecture,p.c.All rights R-21 INSULATION AT SIX INCH EXTERIOR WALLS reserved.The Architect reserves the right to reproduce this R-7.5 MIN. INSULATION BELOW GRADE WALLS design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect- These rchitect"These drawings and specifications are not to be used on any 3 ROOF PLAN Scale: 1/4' m I'-0" other project,except by written permission of the Architect. A-I PROPOSED PROJECT NO. 22-AR008 SCALE AS SHOWN DATE 6/20/2022 DRAWN BY WP CHECKED BY RS TITLE Proposed Roof Plan SHEET A - 3 IV rclzitecturc, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(63I)779-2833 TOP EXISTING GARAGE PLATE 1 -- 7 ILL - ' co : I1 I I I I M 1 ' CID 111 -L--_-------_-_ I. 1 � I 1 ' Cr' LJ TOP SUB FLOOR Proposed Addition Alteration 0l 0' l ----- - ---- -- ------- '- - --- For: - o : Vogeley Residence SECTION 'A' scale: 114" _ V-0" 2 SECTION B' Scale: 1/41 = V-0" A-4 PROPOSED A-4 PROPOSED 1450 Fairway Drive Cutchogue, New York S.C.T.M.# L l u _u t ll l_ IA 11 11 LL I t r', L L :1J 1 f 1 j-LJ L �l 1J JI L J 1 1111 l j_ 1 1 111- Ll illi L 111111 I_-a_L Ia I_ L.1 REVISIONS 1' I LJT 1.111 L IJ 1111 11 u._.1 il I li IM-111.1 Ii 11 l ll1L _, :ul 111U-LL.l'-1111J1 11J ll_llL_1J1J1LJ_ ' ILII d- 1Ii ii_L_uLillL! _i LJ.IilL IJ 1.1 11�1 1i_iLllUL 1 J I It 1: 1 'I iI I ;J_'-lIL L-11P1 11 1'I 1 J'1L -'-11' I!_JIILJJ�I:�ILI L 111LU.111 JIJL 11ilJ 1L 11ll'.ILIL- I 1u11IJ�_1�� 1JL Ll J J_11 JJ 11 11LLJil1�!.1L: 11 ll: 1 '1_ 11__.11J Lll'L-ll_1:1L1LJLl.11 JI LLl;_LLL_L11111-11-1 11'111_J1 l;111_1:111 1_ -LIJJL111.11_!'I U 111111. 11.1E_1L:'.la 111111 ii! ._1 1�LL I ._4 J 1111 -a L 1111.111: _1111 111 i.Ll1_:-1i 1 O � I11-1_11 --_11-UiLI�;11111_11 1.'_ LL__ 11.1 _1 u1- �LL!,1_L.�uL,Ju ! ,1 11��l_.�wi-_ELI-Jll>,1JLIL�1L'�:I.1Lu-_I 1L1111.1��1J� Ilu_ll_17 11 I-J 1, I EJ11L_ J J��l l_ 11 !_l. 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PROVIDE 0 ICEIWATER BARRIER IN ALL VALLEYS AND A AT ALLIZOOF EDGES d, ��..11 . . ,�� ,_ - RIDGE VENT - CONTINUOUS WHERE I , i APPLICABLE - -L__ L [I ILi I 1-11 I Li _i,it_I-,it-- [ ,I L,, I t ,: 11 I _. -�I- ''I �1,[,I 11, I-,.� 1 02916 I I JI-Li-1-i_. t,IT I it-, IT l.I.,J I-I 'IL -I_ �-- J � J I_-� I . L I I I I GAB�E FASCIA NOTES: 0 F tN4 � I: 1 1! 1 1 11 T � � T___E I' I 11 i : I1 Iii : , I 1� [ ,,�1 11 1 � I I I 1 I I I T , I i L 11 L _ I U I H LT-11 Ul- , : I I I � I'll I'll, - - , 171-TU I I 1�-J_Fl_7 I- - I I � 1 , i I IT _j J I! it L it 11 ITT I it Li 11 L,1 y, It- � L j., I i I i,,J i L:, I , - - - -_t__ I I - - --I - I I I I it i I I � 1,J, -, :_I_I I � _I -A 11' X 6' PVC RAKE FASCIA --'I- - - ! L I I 1 � j -1,_1 I 1,L I - -11�I ' t-1-11, E [_ I 1 1/2' PVC RIP SOLID RAKE CAP I[I_�l LILIJ_11-1-1 __TLITI I-111!I LIL L.11LI-it-! I 1,1 U I]�I it I i I] I L � I I ,,, J -[ I i -1 i! L y � � I I 1 � l I I i I ] � � I I L I �� - I I-�__ [11 ! 1'r 111, ,-,-I 11 I I-,- - __ - I L_ , L,yl-_ 2' GABLE OVER14ANG Copyright 2022 STROMSKI architecture,p.c.All rights -111 JLULJ,l !L I Fill _L it h_ J : ilil ii ,111ILLI - -- �_'J.-I- _F 1--_ - I-'_ i'lil � f : ; L_� : �, i , I T -i L __1-1 LJ I -1 i � -1 I Lill, Lii� 111, .1 ill I FIT � udli ]IJl! F111 ILI LiD, hL11 1-�---L-[ -I i L L I 1, I I ,-�,I- I I - I I I . I �- I ,� SOLID PVC SOFFIT reserved.The Architect reserves the right to reproduce this - - li J-1,1, ITT t I ,I_-_LLL 1-11.,,il-Lli it J11L L LJ � j L I I-J L�111___ '1J,� I- ] I . I-1 _L�Ili il'-,I .-!I"I I� I It ' Ill - Ili] I L III , 11 I : 1 I I : I i I � i _ I _�LU_ L_Ll_�l-11 lil,_ij!LIL__LLJ1 h, design in its entirety or any portion thereof.Unauthorized I I _____ _ I __1 I L_L__J_,_1L_, "I._-IMI_dll.- .111I_� LILL]I , L,_1 -1 1 1 t J_'I 11 11 I I-IT 11 1 i[ 1 1 I i I ::::: 1111 L ! 1. L!�I �il,Ll I I 1, I [ J�,_L ill i-iJILL I �_�1 I [ i I I I _` , I ,I 'I] ,, �.,i_i LI]J�Tl_ -L I I -- L . _lt�L- LTiFT1_I FL-11J,1 li'I 1 Li J_,_1 L_J I altera ion of these documents is a violation of the New York 111.1 � dFULI I IL ' 11'' 1 I. J11 lltl � .LIL [!.[I! -ILL 11 I I 7 __ F T- __ . _f :: �E - i I 1- I � ,L' L - 1 � I I -1 ,- - I I I I I I A!1, L I-�l_!I !I , ,-1-il! H - 1 11 I, I__I I F-I�-, �- - I I I ,-i - I I �' I I-L-Li il I-L I _l'ILI 1 1!_Li__!I I 11, State'Education Law.These drawings and specifications are I , I � I,: I T i - r--1, --7 - JliL LLII [ I Li I Ill I FTLIII 'ff-didLit-1-11 III 11 It_-I 111-J- I I I TLIL 1,11i_1�-1 t� L�� L Ilil � LL, I i- I I It I-,,1 1 1 __1 I � -1 I , --.7 I I ' 1_,iTN I,� I L, .- -jilU �,LL -I L. I FASCIA AND SOFFIT NOTE5: ent of service and are the property of the Architect I I --- _r,I -- �-1 -I JJ,J�I-1 I A I i- �. an instrurn [I i L.1,I .FLLI i, U I-1, J L' 'I FI L 1 it L I L 1 1 L -I L i i�i ITT--' 1 -LIT I I I��l I -1 I I t Wt � -i I 11 1, I U-,ii,,, I I I , , ` I L I These drawings and specifications are not to be used on my I��,,-I -1 - _1-, � I J i 11 , , 'I I _LJ I-1 - . - I- I -_ _F�T't I It' ,]ill J L, F.lI Lill _l,iii III Li I -1 it 1� t : ILTI .� 11 I I I I I dii,it-LI-L.-1111-i-I-,IT _: Lti,!i 1 �-�l L it It L 11 I I I � I - � � -1 , i 1, - I - , i __11 -_�l __LI. 11' X 6' FASCIA other project,except by written permission of the Architem 1� 1 � - -- ; I I I- � ,,, -- I- -4� �I�,I_1 I, I L' I� L�L 1 1 1__ , -I I L 11 IT J IF L!U It j i T I I I, L: it IF Ll L ii 1�L_L IT I I 1�_Lll!al !!11 I I tL_1"I7:I,I -1 I i--ttr - �� , I I 1i LLLIL]Lji LI-11 I -1 L It �J'-1 I ,I- - I I � 1. I ji !I - I F!-I � � I 1 12' OVERHANG LI L !! L ]_ I Li! 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I � I I , - I , I-7 I I_ I � I J �1, - ', 1!L t' [I L 11 ��It 1,Al h PROJECT NO. 22-AR008 I I I . - �I F I t I . 1 1 � I L I _ Y L I t L t �l- li 11 -1 I VINYL BEADED SOFFIT - ;�'� it I� 11 � I I t L -il IT d IT I I__11 1 1 li�_111-it_i]_L,._.__!�[T t 1,t I 1, I 11 I _LF Lr_1 1_� Li,it I-11 I it :- I � i 1 1 � I t I ,_ _� - 11 I JLE INTERMEDIATE VINYL VENTED SECTIONS I I T T ' I I i I , 11 �Lltj �![� , lid] i L 11 L_Ll L d it-:�!I iL, it I I , I I i I I - __1 I J,I 1 11 I I 11 I Ll ii� I I � ; L,,L r, I__ - I I I - -I- I I .11 I I I 1 : I I I I LL11- i I I I I I I � , I I L,_ I LF I I I I I I-_ I _�i ks=DATE 11 t 1 1 _I.I II__'� il 1 1-, Ill Lid , lli,d, 1 L I I I` I , � I I I -I , I , 'I 7 -1 I I SCALE 6/20/2022 ;I 1, I : ,.� __ - ,I-I I . � i T,I L � � �_. 1 L j_IJFI i '' ![ ill Ill � I 171 ; - 'i; I . - -] i J ! 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I'LL 1 'I - 1-1-I -1 _L_ ; _L,J L, - I - 1-�-T�7i_ �i-i I - CEDAR PERFECTION SIDING INSTALLED I I � _T I 1 _iL 1 J J I I i I I i�-T 1 1 . -,r I I I �1 � I I 1�I t I -,I I L I , i 1 1 , -t 1 7 1 1 T i T -1 - - 11 I I , 5' TO THE WEATHER OVTR 15LB FELT TITLE � I - �I I I I J� I L I- t L _� �,i: I I T I I I . L-I�`I Y, I I I F-I---i--tT_TI I I I I LI , I t I I�-, I,- I [ � __Tl_F1 IT 11 1_1 ; I ,,, I � 1 J I �,__, - I ,_F_L 4 I L_,-1 I I-,I�,__�El I M-1 - i I I __ - I � I - - I I I I - PAPER. 51DING TO BE FACTORY I: � I 1_,_L-.i. �I I I J J 11 _� I 4 I-L1'T]T- -1 I I �Xj i I � -I- - _T-j - T III, 1-141 � : -I'L r, I i I -L I I , � � I - I - I I I 1i- r I 1 I I L,- - � l 'I� [ I iT_L� i-I I 1i I - i I � I I L_-_ - - _Ili_L -ILL---]-!!_L_ , STAINED PRIOR TO INSTALLATION FOR , ,I I -, � , I -]'-F , �DF`T I 11 T t , iFL I T T i__�_i, __ - _T ll - 1 I ��L'1-I I , E __, 19 1 IT �� , I 13EST PERFORMANCE. I I I It i :i - �7' __ [_I 1 L-,, 1 -L- I - "I �-il- -l-li I, ,I F-1 _1 Y_L_ I -1- - "I I - I I I � I I I -I _14- I I 1 _F t_ -T- I_T � - I �1" , � 11 Ti . I ; L I I --I I t I __I'll --- - 11 I � -1 J-1- -11,. I I -i LL-L I.- T1 - I F,�- I- - __ I I I �,J L I-- . I I I I 1 �� I I I I- I - I I I - - I � ! I - L L' I - 1: 1!I Elevations �,I I----I- I t. I I I I I I I": I I IftT" -,�l I � I I I I I-J _L , I , I,L I - I - 1 I � Ii i I i I I F - I I I ii J I � -iij ii-I I -- Lf -I I 1 ! 7_1_1_1_L� li-F-W T� - LI - I I _,. _J , --- I , L - I 1 -Ty, I _L' t I Ll L� I , I I I I I --I I I � I � I ,I. , _� I I -,I-I, Lill - IJI I,�, i _1�' - J I I I - I-,- I I i I,- - _ __j [, -ZL 1 1 J L 11 LI I 11 , � l I I I� - - _1___J -I_� _1�_ �_1_4. , __ RAILING NOTE: i 'I ___�_ : ! I I I I J - I . I I I , ill � I n I L,I� I I I I----I-'I i� I I � _L_T 1, , - I 11 - I [ � I �I ,-LtY'l T 11 . [- -L I__-! I , - 1_1 I j, - I � I I I I I I I I 1 - i � � . 1 I I I i 1 , I, - :- -1 44 GUARDRAIL TOP AND BOTTOM I Il-I T!I I - " 1, I - I 7- I-j- I � I . i � l � LI _L F I � T- I-- i-- I --Ll 11 - 36' 141C - , I I I I - - ___ - I TLL:1 i -I I .I F I - I - , I I __I� i I I ['I 1,I I -I I LH-1 �1_L,I,J,ILL_ -F __ IF-iTIF �:I_i�l_[ F 7-7 L !!! I I I I , : I -,`L`I RAIL WITH 5/4' BALUSTERS SPACED r ._� I T---- - � I t " I i T1 I I I 1 J I I 1 - I , I-__ - -1 �-- -� -i - I�L,I- �,"" L I : ;jj L- I I I I I I . I 'L __T-, ill I I - I I I - - � I 1__ Li I � 1 I F LLl-L-ii I-i- . I I I I i I I �- I L, ! [ : I I L I I I L_L I_-1-1 I,I I-1,--,I I_L I I ,: - I I - L J , LI__L_L I --_TL T_ , I T-i I I F -I i I I I I I I L , � I - li J, i I 1 i I 1 I -] 1 [ L 1 STRUCTED 50 THAT A 4 SPHERE I 11-L _11- ! L I it � � I � � 1 � I I i I _L�_' - - __ , : __ I I it I - l � � - I I , - I lij EELL ,� i 1. -1 TF Fi�!TiL IT _iti I _; -I 1- , 1 I I I t � �J, : � t I I � I I t � 1 I I IF �7' L, I � ; -1 1 I !_LL-__�,_,[�_�,1__�F,_y_,_ - - L i I I I I MAY NOT PASS TOZOUG14 ANY IT ,-[ ; I I I I I I , " __ I ]__1 'IT I I 1- ---I L I - � __Li_� I,-- Li� I ,J7_L OPENING. " I - _I I - __l ! 1 , i � I I , t-I L-I i- III L�T� I I � I - I I � I I : i I- __ Tli ; �L ! I----- - �- J,I 1, 11 I I�ll , . I i I � ; - _J �, I �'TI �L : I ; I - __ 11: - I - , ]J 1_1 �� I �T-�-L - : �- #4 - i T J I LIL 7-- 1 1 ! I T , I I I .- -1 I __FL IT':l � I I T 1 - :- __ It T T: I � I L : I I I I I I I __i_1 I L_ ri TI I _41 F I I I � I I , __L T i � I t ,-w - 34' 14IGH HANDRAIL TOP AND BOTTOM � f __1 I RAIL Win 5/4' BALUSTERS SPACED SHEET 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 T14AT A 4' "ERE MAY NOT PASS T14ROIJG14 ANY OPENING. ro"i , "I -Ir I: I" , lil 14 I LJ) 0 I Fig I P,I IN I I I I 1� I ill it, N I I I 13! ID,111" D- I'll", il' ,_z � I 1 6:-z 0 0 -09 0 /A F A I 0 "k",b, W411% F 1i N "Vri' 'y -.90 V r"'I'llth Nk I - ` 'I Aj� ,&I I ff els ] d 11 -C 9 Cy FII, I _LL ITLLI �] -1 LIU 1�� -, I - idLill ILL LF-1141111 �� ,, A I I I I I I /**"`S-� SIDE ELEVATION Scale- 114' - V-1i A - 5 \,�-5 PROPOSED I11 -- __ I 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDC RAFTER TO RAFTER CONNECTION-€ 11 architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779-2833 SIZES AND SPAGING_�'... w c� RIDGE. SEE PLAN FOR SIZES RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR 2 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. MODEL# RT7/REF1t -- H2.5/H5 (5135 LBS UPLIFT) I TOP OF PLATE STOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Addition Alteration 'USP' STRUCTURAL CONNECTOR ' For• SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP VO ele HEADER. SEE PLAN FOR 'USP' STRUCTURAL �T SIZES CONNECTOR FOR RAFETR BE 0 USED TO (WRAP OVER AY J AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET RT20 (REF 147) (1105 LBS 4'-0" OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES t 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. I4SO Fairway Drive MODEL# LTW12 (REF #LTS 12) (735 LBS UPLIFT) MAY ALSO Cutchogue, New York 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S•C•T•M•# JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS FLOOR CONNECTOR. O SINGLE SHOE. SEE MATERIAL NOTES 'ADSS' USP CONNECTOR WITH (2) 3/4"CARRIDGE BOLTS FASTEN TO DOUBLE STUD. FOR SIZES A 5/8" DIAMETER TI-IREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE O FOR STUDS THAT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O O TOP OF SUBFLOOR TOP OF SUB FLOOR _ _ _ O STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST.F0 PLAN SEE O II R DETAILS USP' STRUCTURAL STRAP O 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8" TO O MODEL# LSTA30 FOR 8" TO 10" JOIST USE L5TA36 FOR 10" JOIST USE LSTA36 FOR 12" JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN LAST TWO BAYS OF FRAMING AT 4'-0" i', 12" JOIST. (EACH STUD) 3.3B ON SHEET W-I FOR (REFER TO TABLE 3.3B ON NAILING SCHEDULE) O INTERVALS SHEET W-I FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O NOTES FOR SIZES SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR O OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN 4'-0" USE DOUBLE JACK AND FULL HEIGHT STUD AT EACH O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0" ROUGH OPENING END. O NOTES FOR SIZES AND SPACING O ADDITIONAL 'USP' STRUCTURAL STRAP MODEL# LSTAI8 FOR 8" TO 10" JOIST SEAL 'USP' STRUCTURAL STRAP USE L5TA24 FOR 12" JOIST FOR MODEL# LTW12 (REF I*LTS 12) OPENINGS GREATER THAN 4-0" (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) '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 r FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS '9j. 29169 O AND STRAPPING FROM ROOF TO FOUNDATION OF t4 FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN. BOX BEAM/RIM JOIST Copyright 2022 STROMSKI architecture,p.c.All rights resis TOP OF SUBFLOOR TOP OF SUB FLOOR design in ts eentirety Architect reservesnion hereof.Unauthorized — — — — — — lgt' ty Y P STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York I I State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. Ii I 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) MAY A_SO BE LBS UPLIFT) USED AS A CORNER HOLD PROJECT NO. 22-AR008 I DOWN SEE FOUNDATION 11 11 `v II FLOOR DIAPHRAGM BRACING WITHIN I I I L————————————— I————— ——— — ——————— —— SCALE As Noted DATE 6/20/2022 " GRADE PLAN FOR LOCATION I I =__- --------_�_______________�---- - -------_�--- LAST TWO BAYS OF FRAMING AT 4-0 I I I DRAWN BY WP CHECKED BY RS INTERVALS � I I � �� d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE MODEL# LSTAI8 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEEBEARING PLATE WASHERS EVERY 36" FOR 8" TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES a ° a #4 CONTINUOUS REBAR SET (980 LBS UPLIFT) FOR 12" JOIST. (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.313 ON SHEET W-I FOR NAILING POURED CONCRETE FOUNDATION OR ° 4" BELOW TOP OF WALL. SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE a 'USP' STRUCTURAL FOUNDATION PLAN FOR SIZES. Section & ° MP4F RECONNECTOR # TP4 (690 LBS UPLIFT) EVERY 36" Elevation ° 5/8" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE ° a WASHERS EVERY 36" a SHEET a W _ 1 TYPICAL WALL SECTION Scale: 3/4" = 1'-0" 2 TYPICAL NALL ELEVATION Scale: 3/4" = I'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 8301 .2.1 .2 TABLE 3.4 TABLE 3.6 TABLE 3.1 NAILING SCHEDULE FASTEST MILE RIDGE CONNECTION REQUIREMENTS 700-YRNDWIND SPEED MPH) ""' A = ( '� `/' HOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR HOOD STRUCTURAL PANELS A'B'C'° REQUIREMENTS EXPOSURE EXPOSURE FOR WIND (DL ASSUMPTIONS: 10 PSF l _,. e .1 ��. ° "B" "C•, / 130 �rchi��cCurc, p.c. COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF 8D COMMON FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF ROOF PITCH ROOF SPAN (FT) REQUIRED CAPACITY OF RIDGE n I2 CONNECTIONS (PLF) 1'2'3'' I I/4 x 20 GAGE STRAP"' P.O.BOX I254 JAMESPORT,NY 11947 ' ROOF FRAMING PANEL SPAN LESS THAN 4 FOOT LE55 PANEL 6 FOOT LESS PANEL PHONE(63 1)779-2832 FAX(631)779-2833 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 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 SEE TABLE 3AA SEE TABLE 3.4A PER JOIST 16 I 2 20 227 CEILING JOIST TO TOP PLATE (TOE-NAILED) #8 WOOD SCREWS 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP „ 16" 10" 8" 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP W/ 2 EMBEDMENT 28 2 3 32 363 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS 161136 q" 36 2 3 36 40CI BLOCKING TO RAFTER (TOE-NAILED) 2-13D 2-I0D EACH END W/ 2 EMBEDMENT 12 113 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y" LAG SCREW ANCHOR 16" 16" 16" 20 188 4:12 16 150 W/ 2 EMBEDMENT 24 226 NALL FRAMING 12 2 2 28 263 FOR SI: 1 inch= 25.4mm, I foot=304.Smm, I pound=4.448 N 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 15 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-I6D 2-I6D 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) 16D 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 28 206 .z I's C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6D' 2-I6DPER FOOT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5" 36 265 FLOOR FRAMING FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 81 16 toe Proposed Addition Alteration D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 2 4 6`12 20 135 For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 162 . JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-I0D PER JOIST 11500 LBS. 24 24 3 5 25 188 BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END 32 3 6 32 215 Vogeley BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-I6D EACH BLOCK 12 76 LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D 4-16D EACH JOIST 7:12-12:12 16 102 Residence PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I01) PER JOIST 24 153 BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-16D PER JOIST TABLE 3.qA ZTABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 gpsf (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) 2-10 3-I6D PER FOOT RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD GROUND SNOW LOAD CEILING ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE 1 36 1 229 TABULATED ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAPMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END ' TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SPAN (FT) a MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D 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 'TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED NUMBER OF I6D COMMON OR 40D BOX NAILS PEt 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 I"x8" 2-8D 2-I0D PER SUPPORT JOINT CONNECTION 1.1,1,4,1 OVERHANG LENGTH AND THE JACK SPAN. I"x10" OR WIDER 3-SD 3-IOD PER SUPPORT 3 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 12 3 5 8 3 6 q EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING 312 iq.2 4 8 12 5 0 14 EXPOSURE "C" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: I450 Fairway Drive 24 5 10 15 b 12 18 1 RIDGE CONNECTION SPACING IN. 12 1 16 1 19.2 124 1 48 MULTIPLIER 1.00 1,33 1.60 2.00 4.00 Cutchogue, New York GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7 EDGE/ 10 FIELD 12 3 4 6 3 5 7 4 FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.# NALL SHEATHING 4.12 Iq.2 3 6 q 4 7 q LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS 8D IOD24 4 8 11 5 q 13 (SEE TABLE 3.11) REVISIONS 12 3 3 5 3 4 6 FIBERBOARD PANELSI6 3 4 6 3 5 7 O 11 GA. GAL. ROOFING NAIL _ 512 Iq.2 3 5 7 3 6 q I/2° (0.120"x1-1/2"LONGx7/I6"HEAD) 3" EDGE/ 6" FIELD 24 3 6 q 4 7 II 11 GA. GAL. ROOFING NAIL _ 12 3 3 4 3 3 TABLE 3.4A 25/32" 0 (0,120"x1-3/4"LONGx3/8"HEAD) 3" EDGE/ 6" FIELD 7:12 I6 3 3 5 3 4 5 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD 1q.2 3 4 5 3 4 6 O HARDBOARD 8D 8D 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND (SEE TABLE 3.11) 0 PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 12 3 3 3 3 3 3 SPEED (MPH) DIAGONAL BOARD SHEATHING q;12 Ib 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION 0 24 3 3 4 3 4 5 O 1"x6" OR 1"x8" 2-SD 2-8D PER SUPPORT 24 3 4 5 3 4 6 REQU I REM ENTS 120 130 140 I"x10" OR WIDER 3-8D 3-81D 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 BD COMMON NAILS OR IOD BOX NAILS (TOE-NAILED) RAFTER/CEILING JOIST WALL HEIGHT (FT.) 24 3 3 4 3 3 5 REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP O SPACING (IN.) PLATE CONNECTION 1,2,3,4 STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O I" OR LE55 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 10 2 2 3 'WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD O GREATER THAN I" IOD IGD 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 3 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 1"x6" OR 1"x8" 2-13D 2-I0D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING IO 1"x10" OR WIDER 3-8D 3-I0D PER SUPPORT ASSEMBLY ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 ' 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 1 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SNEAK CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWINO ATTIC STORAGE IS ASSUMEDNAND THE TABULATED HEEL JOINT CONNECTION G FACTORS: ' PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 1/2 2.00 s WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O 1/3 1.50 AND CEILING J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O 1/4 1.33 1/5 1.25 I/6 1.20 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O I/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 4WHERE 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 ' 1.15 1.25 GIRDER SEE PLANS FOR aR�',,5, 20' 1.40 1.50 STR SIZES 4 TYPE BAY5FRAMIN�G O��s' C� .tkA MODEL# PB544 (REF# AC4) ENDWALL (UPLIFT 1815 LBS), MODEL# �9� 029168 O� PB566 (REF# AC6) (UPLIFT 1815 OF N� I'I LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQ Copyright 2022 STROMSKI architecture,p.c.All rights L POST. SEE PLAN FOR I I/2 SPACING A A reserved.The Architect reserves the right to reproduce this SIZES TYPE. ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthotved INSTALLATION ENDWALL alteration of these documents is a violation of the New York 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 ), other project,except by written permission of the Architect. (REF# A66E) SEE PLAN _ CORNER STUD CONNECTED FOR SIZES. 'AD55' USP CONNECTOR WITH TO TRANSFER SHEAR PROJECT NO. 22-AR008 G I 1 GRADE 5/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 6/20/2022 d I AND (2) 3/4" CARRIDGE LAST Two vI I BOLTS. SEE FOUNDATION ® BAYS OF DRAWN BY WP CHECKED BY RS NJ PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING 6" O.C. v a 5/8" DIA. ANCHOR BOLT TITLE WITH 10" MINIMUM EMBEDDED LENGTH INTO ° CONCRETE a JOISTS Tables, Schedules and v da Diagrams BLOCKING \-AT 4'-0' a INTERVALS v SECTION A-A a SHEET _ _ Scale. I/2" I'_ 1' W - 2 TYPICAL POST SECTION Scale: 3/4I -0II CORNER MOLD-DOWN Scale. 3/4' I�_ I� TYPICAL FLOOR AND ROOF BRACING FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS