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HomeMy WebLinkAbout49824-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT n� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH. ONE SET OF APPROVED PLAINS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49824 Date: 10/4/2023 Permission is hereby granted to: McCaughey, Robert 2860 Pine Tree Rd Cutcho ue NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2860 Pine Tree Rd, Cutcho ue SCTM #473889 Sec/Block/Lot# 104.-2-17 Pursuant to application dated 9/18/2023 and approved by the Building Inspector. To expire on 4/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20 CO-ADDITION TO DWELLING $50.00 Total: $317.20 Building Inspector .� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-95021w�is;f/ v7ww outho1dtowwxwn�o . D 'PSXfid'f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DI s PERMIT NO. � BuildingI'ns ects�r: ° ; S L.P 18 2023 ., Applications and forms must be filled out in their entirety.Incomplete M01ding Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: fl SCTM#1000- Project Address: Phone#: Email: Mailing Address: 28coo Pt CONTACT PERSON: Name: ilk o c Mailing Address: - C o n ,-, . Phone#: I _ _ Email:�r DESIGN PROFESSIONAL INFORMATION: Name: IG i Mailing Address: q &�k S1 l� L Phone#: 1 _ —1140 , t Email: CONTRACTOR INFORMATION: Name: r Mailing Address: IIJ Phone#: _ Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑ at Other --, Will the lot be re-graded? ❑Yes To Will excess fill be removed from premises? ❑Yes Ao 1 PROPERTY INFORMATION Existing use of property: e Intended use of property:aip ' Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 0 'j'e +,v this property? ❑Yes vivo IF YES, PROVIDE A COPY. Cl"ieck Box fter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ARRuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cont act)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 qday of ��.��.....�. ....�..,Z� Notary Public T TAACEYLYNNESCIUSKE w Notary Public,State of New York PROPERTY OWNER Ati riiQRIZA 1`110N �y � �� � No.01SC6116398 unty (Where the applicant is not the owner) Expires Suffolk er27 "`"� � � Commission J:xt�iresSeptember27, . � C Cxu residing at V do hereby authorize Arm,L��� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signat ' Date Print Owner's Name 2 a � Generated by REScheck-Web Software Compliance Certificate pyo,ai _ Project PROPOSED REAR SUNROOM ADDITION FOR THE McCAUG ,,FAMILY Energy Code: 2020 NYStreteh - 2018 IECC I� Location: Cutchogue, New York Construction Type: Single-family ' Project Type: Addition �' v ^ Orientation: Bldg. faces 90 deg.from North rx Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: , 2890 PINE TREE ROAD ANNE&BOB McCAUGHEY JOSEPH MICHAEL'GRATZER CUTCHOGHUE, NEW YORK 11953 2860 PINE TREE ROAD JOSEPH MICHAEL GRATZER CUTCHOGUE, NEW YORK 11953 ARCHITECT 631-734-7504 99 WANTAGH AVENUE EAST ISLIP, NEW YORK 11730 631-740-1274 josephmgratzer@gmail.com Compliance: 3.3%Better Than Code Maximum UA: 61 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.21 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. Enveloo A 'rtblle5 Prop.Gross Area Prop. Assembly or Cavity Cont. Perimeter Ceiling:Structural Insulated Panels(SIPS) 168 49.0 0.022 0.026 4 4 Wall: Structural Insulated Panels 126 20.0 0.053 0.045 3 2 Orientation: Back Window:Vinyl Frame SHGC: 0.21 76 0.250 0.270 19 21 Orientation: Back Wall 1: Structural Insulated Panels 112 20.0 0.053 0.045 2 2 Orientation: Left side Window 1:Vinyl Frame SHGC: 0.21 65 0.250 0.270 16 18 Orientation: Left side Wall 2: Structural Insulated Panels 50 20.0 0.053 0.045 1 1 Orientation: Right side Door: Glass Door(over 500/p glazinq) SHGC: 0.19 19 0.260 0.270 5 5 Orientation: Right side Window 2:Vinyl Frame SHGC: 0.21 6 0.250 0.270 2 2 Orientation: Right side Floor:All-Wood joist/Truss 168 21.0 0.0 0.044 0.033 7 6 Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 1 of 10 a 8' Compliance Statement: The proposed building design described here is consistent mth the building plans,specifications,and other calculations submitted with the permit application.The proposed building has bee eslgned'to meet the'20201 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to c e manila o requirements listed in the R check Inspection Checklist. ZQ 12d Name-Title Sinatur Date J Project Notes: PROPOSED REAR SUNROOM ADDITION HEATED, HABITABLEw � f G ! k r f Project Title:PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 2 of10 e d REScheck Software Version -, REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 84.0% 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 ars exception is being claimed, where compliance is itemized in a separate table, a reference to that table is provided. SectionPre-inspection/Plan Rev Plans Verified Field... �.._.�_..Com ��...._....�.,a.� .M.�.. ... . w.._ .w & Re�c ID Review a Verified plies? Comments/Assumptions Value Value. ,.... __.. ... ......_. .. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate []Does Not Location on plans/spec: [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable SHEET#3 []Not Applicable envelope represented on documents. []Does Not Requirement will be met. 103.1, Construction 103.2, document �gs _ construction drawings and ❑Com Iles on demonstrate Location on plans/spec: 403.7 energy code compliance for ❑Not Observable 'SHEET#3 [PR3]1 lighting and mechanical systems. []Not Applicable Systems serving multiple I dwelling units must demonstrate compliance with the IECC Commercial Provisions. _..w �..�.........�•• ❑C.o....._m plie Requirement will be met. 301, Heating g equipment is Heating: Heating: 403. sized Manual based hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Location on plans/spec: Manual or other methods 9r' ❑Not Observable SHEET"#3 1 ! Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: g mpact(Tier 1) 2 Medium Impact _ 1 Hi hl pp � �� (Tier 2) T_3Low Impact(Tier 3 mmmm Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 3 of 10 � 6 .-�.....—,. �.� �.mw,...wn..,..M—...,..�............�.......e. ...�,.M�.�..,,..,,.,,..—.—.........�..—.��������....�. m...�.m...eee�.. ems..�.....,�. ,�«�... .,... �����..�...,�.,�., .....,,_.�.....,K..�...W�.e„ ...�.,..,.r..m..�.....,...—.� �.�.,,,��..,......gym.,..,. SeCt10n Comments/Assumptions & Re ID ...,._ �1.m _. Foundation Inspection Complies3...,,,_. _....... �.._ ., ,,,.. ....-. m ._ 303.2.1 A protective coveringis installed to ❑Complies [F011]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below []Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls'❑Complies Exception: Requirement is applicable.not applicable. [FO12]2 installed. ❑Does Not ;Location on plans/spec: N/A ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: [_ _ 1 Hi h I��������� p (Tier 1) 2 Medwm Impact(Tier 2) 1 3 Low Impact(Tier 3) _.. g m act.� ....._..............._m� Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 4 of 10 Value# Framing / Rough-In Inspection •�e � ��-Value-� Complies? Comments/Assumptions Plans Verified Field Verified & Req.ID t , ... 402.1.1, ,Glazing factor(area-weighted U- UOComplies :See the lepeAssemblies 402.3.1, average) ❑Do sNot table forvalu 402.3.3, ❑Not Observable 402.5 [FR2]1 ❑Not Applicable 3.1.3 - actors of neaccordance ❑Do sNot Location fenestration products ElComplies Requirement will be [ aredetermineec: with the NFRC test procedure or P P taken from the default table. ❑Not Observable SHEET#3 ❑Not Applicable .............. ....,... 402.4 i 1 nir barrier d thermal barrier-� ❑Complies q wLocation on will be l met. �. �..... [FR23] per manufacturer's ❑Does Not instructions.An approved third pans/spec. party will inspect all components ❑Not Observable SHEET#3 and verify compliance. See ❑Not Applicable section details and guidance from Table R402.4.1.1. _ Fenestration t is not site built � ❑Complies - Requirement will be met � [FR20]13 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable = or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable ..,_l..i.mits. �._........ 2.4.5 lighting angfixtures .❑Com_p lies .Exception: Eception:.Requirement is z sealed at housing/interior finish ❑Does Not not applicable. and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable Location on plans/spec: ❑Not Applicable N/A-NO IC RATED FIXTURES ��,,,n, 1. _ ....y ...v ... ...... .. ....._- o s Not... 6. .. .. Y 403 3 1 Supply and return ducts in attics ❑C p i �Exception: Ducts located PP Y R121insulated >= R-8 where duct is ❑D completely inside the >=3 inches in diameter and >= building envelope. R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable Location on plans/spec: the building insulated >=R-6 for N/A-PTAC UNIT diameter>=3 inches and R-4.2 for< 3 inches in diameter. [FR13]2 Ductboxes, a it sealed with _ - � �� � � ❑Co Pis Ex applicable.Pon: q ement is it handlers and filter ❑Com lies Exception: Requirement es Not joints/seams compliant with ' International Mechanical Code or ❑Not Observable Location on plans/spec: International Residential Code,as []Not Applicable N/A- PTAC UNIT P y new buildings and � ❑Complies jException: Requirement applicable, I[032] add tions are W...� 3 rement is i 1 located in a ❑Does Not not applicable. conditioned space in accordance with Sections R403.3.7(1-2). ❑Not Observable Location on plans/spec: ❑Not Applicable N/A-PTAC UNIT 140I3.3 S Ducts s are sized in D and sections ctions � Oof Complies y Exception: eRequirement is i Does Not PPi R403.7-8. _ ❑Not Observable Location on plans/spec: ❑Not Applicable N/A-PTAC UNIT 403.3.5 Building cavities are � � ❑Com lies Location on plans/spec: � �....�..... not used as P � ..�� Requirementt [FR15] ducts or plenums. ❑Does Not ❑Not Observable - N/A ❑Not Applicable 1 Hi h Impact(Tier 1) 2 Medium I g p mpact(Tier 2) Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 5 of 10 d Section � Framing 9 P Plans Verified Field Verified complies? Comments/Assumptions & Re ID �, Inspection Value Value 403.3.7 -Ducsdecla ed to be withinthe ❑C_� ti Requirement�. omplies Exception. is [FR28]3 conditioned space are either 1) []Does Not not applicable. completely within the continuous ❑Not Observable air barrier and within the building Location on plans/spec: thermal envelope, 2) buried ❑Not Applicable N/A-PTAC UNIT within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the .._..._._. ......W_ _ ._......... ......_.._.. 403.4 HVAC piping conveying fluids R- R ❑Complies Exception: Requirement is [FR1712 above 105°F or chilled fluids ❑Does Not not applicable. below 55 4F are insulated to >_R- [-]Not Observable 3, Location on plans/spec: ❑Not Applicable N/A 403.4.1ecti on of insulation on HVAC ❑Complies Exception:mmmmmm HV ....... on: Requirement is [FR2411 piping. ❑Does Not not applicable. ❑Not Observable Location on plans/spec: ❑Not Applicable N/A 403.5.3 Hot water pipes are insulated to R- R ❑Complies Exception: Requirement is [FR18]2 zR-3. ❑Does Not not applicable. ❑Not Observable Location on plans/spec: ❑Not Applicable N/A 403.5 Energy conservation mea...... � .. R= �_... .. ❑complies 6... .... Exception: eptin: equi .......... sures R- Requirement is [FR29] for SWH systems follow ❑Does Not applicable. 5 guidelines in section R403.5.1- . ❑Not Observable Location on plans/spec: ❑Not Applicable N/A .�... . .. ..... 403.6 Automatic y dampers are LL. r... ❑Co p es Requirement will be _ met. [ R19]z installed on all outdoor air ❑Does Not intakes and exhausts. Location plans/spec: ❑Not Observable SHEET#2 ❑Not Applicable Additional Comments/Assumptions: [1 Hi h Im act(Tier 1) 2m ... ... �..� -. _ g p Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 6 of 10 . q Section I plans Ver fled FieldCom I ValueiValue fied pes.,�Comments/Assumptions ents/Assumptions & Re IDw._._ �. .. i Insulation Inspection 303.1 All installed insulation is labeled ❑Com lies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable - ❑Not_Applicable ...... , ,. . mplies See the Envelope 402.2.6 Floor insulation R-value, R Wood R OC S Wood oes Not S p Assemblies table for values. [IN1] ❑ Steel ❑ Steel ;❑Not Observable tom` ❑Not Applicable ..m.. per ................r 30 �.�... _ 3.2, Floor insulation installed er ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the []Not Observable underside of the subfloor,or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ _ Wall insulation R-value. If this is a R- � R �� OCompli �� See the Envelope Assemblies 402.1.1, II es 402.2.5, mass wall with at least%of the EJWood ❑ 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). ❑ Steel ❑ Steel ❑Not Applicable 303. 'Wall anunsulati nisi installed .........._ . .... �,�. _. �❑Dompli. _rm. .— ..... insulation is installed per ❑Complies 1 s Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact(Tier 1) 2 .............Medium Impact(Tierw2) 3 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 7 of 10 &e# .�._.��_,.,,-,�m........... P ...-.. ..d._ Felw..... fied Comp_ hes� comments/Assumptions.. _.._._ Final VlueValue fie ection Provisi . Req ID ... __ 402.1.1, Ceiling insulation R-value. R- R- ItlComplies See the Envelope assemblies 402.2.1, E] Wood ElWood ':❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ![]Not Observable 402.2.6 [FI1]1 ITINot Applicable . 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not i[F12]1 Blown insulation marked every []Not Observable 300 ftz. ❑Not Applicable .3 insulation...._......._. , .�,�.. �� ....... ........� .,. .. ,.,,,.. .___ .. ..._. �� _ _.. _........ attics with air permeable ❑Complies [F122]2 n 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 ... �..__ m...�... ,,.._._� � ......�. Mm R R ❑Complies [FI3]1 insulation ?R-value of the []Does Not adjacent assembly. ❑Not Observable ❑Not Applicable /17]1ach mate Zones 1 2 e - l 2,and ❑Does 5 mr_AC 50 ACH 50 = ❑ pNot Requirement will be met, [ <=3 ach in Climate Zones 3-8. ;❑Not Observable Location on plans/spec: '..SHEET#2 ❑Not Applicable ___- 403.3.3 µ Ducts are determine airsuretted o ftz cfm/100��ft2 cfmm100 ❑Complie Exception: Requirement i / s fxceptlon: Requirement is leakage ❑Does Not not applicable. either: Rough-in test:Total ❑ leakage measured with a Not Observable Location on plans/spec: pressure differential of 0.1 inch ❑Not Applicable N/A-PTAC UNIT 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 handier enclosure. 403.3.4 �Du tightness ft2 across the system 4 � ftftz fm/100 ElCDomplies Exception: ent is 1 g test result of<-4 2 cfm/100 � c� �- � eption: Requirement is es Not not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in [-]Not Observable Location on plans/spec: tests,verification may need to ❑Not Applicable N/A-PTAC UNIT occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated � . _ ® .�.. .�. �.. � ❑Complies Exception: Requirement is [FI24]1 by manufacturer at<=2%of ❑Does Not not applicable. design air flow. ❑Not Observable Location on plans/spec: ❑Not Applicable N/A-PTAC UNIT F,.. ..... ... _...... �6_.... ... .... .._ ....�...... 403 1.1 Programmable thermostats ❑Complies Requirement will be met. [ 19]2 installed for control of primary ❑Does Not heating and cooling systems and Location on plans/spec: initially set by manufacturer to []Not Observable ::ON PTAC UNIT code specifications, ❑Not Applicable 403.1 Heat pump thermostat installed D_.... �- R ut. _ Complies Requirement will be met. [FI10] on heat pumps. ❑Does Not []Not Observable Location on plans/spec: '.SHEET#1 ❑Not Applicable 1 High Impact(Tier 1) 2 edium act(Tier Imp2)mmmmm _ 3 Low Imp WWW �u.,.. act(Ti Mer 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 8 of 10 & Re'ol Final Insecho �^Nµ P ...__ _ .�..,i"e Complies Comments/Assumptions IW # D p n Provisions ans Verified Value Field Verified Value 403.59.. atin Circul 9 ......._. ., ........ . ._ -,...... m.. , n service hot water ❑Complies Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ;Location on plans/spec: ❑Not Applicable N/A-PTAC UNIT 3.6.1 All mechanical ventilation system ❑ omplies Exception: Requirement 40 � p ' q irement is [1`125] fans not part of tested and listed ❑Does Not of applicable. HVAC equipment meet efficacy and air flow limits per Table []Not Observable Location on plans/spec: R403.6.1. ,. ... []Not t Applicable N/A-PTAC U NIT 02] aterboillerssup ❑ pException: Requirement is Z through two-pipe heating ❑DosNot not ..... systems have outdoor setback control to lower boiler water ❑Not Observable Location on plans/spec: temperature based on outdoor ❑Not Applicable N/A-PTAC UNIT _ temperature. 11 403.5.1.1 Heated water circulations stems ❑Complies Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable Location on plans/spec: pipe. Gravity and thermos- ❑Not Applicable N/A-PTAC UNIT 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. _ Electric systems . - �,. �1�2 tp �NComplies _ Requirement will be t. e. [F129] comply with IEEE515.1 Location�.__.. s 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable p p c: adjust the energy input to the SHEET#1 heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.0]2 Demand recirculation water .. ❑complieses Not not applicable. Requirement is 403.5.2 Dem ems have controls that ❑ manage operation of the pump ❑Not Observable and limit the temperature of the Location on plans/spec.- water lans/spec:water entering the cold water ❑Not Applicable N/A-PTAC UNIT 403.5..4 ..a Drain to <nheatrecovery units A. .,.,... - ... ...... .. ..... ,...., .aa .— ..� ❑Complies Exception: Requirement is [FI31]2 have>=40 percent efficiency if []Does Not not applicable. installed for equal flow or>=52 ONot Observable percent efficiency if installed for Location on plans/spec: unequal flow.Vertical drain water ❑Not Applicable N/A-PTAC UNIT heat recovery units comply with CSA B55.2 and tested and labeled in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units are < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units are < 2 psi for individual units connected to three or more showers. 06]1 fxtures have ... .. ....... . P q.�_ 0%or more of permanent ❑Com lies Requirement will be met. 1 lamps with an ❑Does Not efficacy>= 65 lumans/watt or ONot Observable Location on plans/spec: have a total luminaire efficacy SHEET#3 >=45 lumens/watt. ❑Not Applicable 1 High Impact(Tier 1) M 2JMedium impact(Tier 2)vvvvY.3 mmmLow Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 9 of 10 # Final Inspection a_.._ ��.� _. _,.. ..�. �,. . - �... ....... _ Sectlora ns Verified Feld Verifled p -ovisions Value Value Complies? Compments/Ag sum Mons ion Pr ❑Com lies Exception: Requirement is & ID 404.2 Detached one and two-family [1,I35]1 dwellings and townhouses where ❑Does Not not applicable. ,the conditioned space is> 1,400 ❑Not Observable sf comply with the requirements Appendix of Alicable Location on plans/sp®c: of 1404.3 one ortwo-family dwellings and � ❑Comp)es Exception: Requirement is� [FI36]1 townhouses with parking area ❑Does Not not applicable. provided on the building site shall []Not Observable have a 208/240 40-amp outlet Location on plans/spec: []Not Applicable N/A for each dwelling unit or panel capacity and conduit for the future installation of such an outlet.See section details. .._... . _:_... .. .. ...... .,. as I: .. .ems have g lighting g syst ❑Complies Exception: Requirement is 404.1.1 Fuel [FI23]3 no continuous pilot light. ❑Does Not not applicable. []Not Observable Location on plans/spec: ❑Not Applicable SHET#3 liancm' 401.3 Com .�... .� ........ . ....� w� .00 p e certificate posted. ❑Copl'ies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 ®Complies Requirement will be � 18] mechanical and for � � µo � ❑Does N [F .,., . ... .. . ��m. , p met. water r 3 heating of systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: p Tier 1) 2 Medium Impact(Tier 2) 3 {{ � m ...... pLow Impact(Tier 3) High Impact( .. 1,.� .. .. ... _-_ �. .�_ Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 10 of 10 2020 NYStretch 2018 IECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Window 0.25 0.21 Door 0.26 0.19 Heating System: Cooling System• Water Heater: Name: Date• Comments Building De artmnt Application AUTHORIZATION (Where the Applicant is not the Owner) I, residing at C` FS ( -,C (Print property owner's name) (Mailing Address) VI �n IA,Q- do hereby authorize V CIt �( ` (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) CcaAb=I) (Print Owner's Name) DATE(M"D/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09/14/2023 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsement(s). PRODUCER WONT;C Melissa Daley Melissa Daley PHONE ) 631-542-0101 {AJC,NI; 631-532-4195 E.MarL melissa.dale anneriCan nationai,00m 85 Echo Ave A�eIRs ; y _ INSURERS)AFFORDING COVERAGE NAIC# Miller Place NY 11764 INS ce o. _..,....._ .... URERA; Farm Family Casualty Insurance Co. 13803.. ._............_ ...._. INSURED INSURER B Sunview Enterprise Inc. INSURER C 248 Route 25A Suite 3 INSURER D: INSURER E; East Setauket NY 11733 INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. NSR TYPE OF INSURANCE AUdL 90' POLICY EFF POLICY EXP LTRPOLICY NUMBER MMPDD Y MMdD4I YYY LIMITS A X I COMMERCIAL GENERAL LIABILITY 31521-9412 09/25/22 09/25/23 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X❑OCCUR PREMI 100,000 09/25/23 09/25/24 S Ee otx:orror oe $ X Contractual LiabilityMED EXP(An one person) $ 5,000 _. PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[:]PROJET El LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER. $ A AUTOMOBILELIABILITY 3152C6729 11/25/22 11/25/23 COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED + NON-OWNED PROPERTYPdDAMA E $ AUTOS ONLY /" AUTOS ONLY I_P.. ...... UMBRELLA LIAB OCCUR EACH OCCURRENCE -- $mmm....... EXCESS LIAR CLAIMS-MADE AGGREGATE $ OED RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE i N/A E,L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED7 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Sunroom / Replacement Window Installation / Carpentry CERTIFICATE HOLDER CANCELLATION Town of Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 .1 ACCORDANCE WITH THE POLICY PROVISIONS. 1.I Southold, NY 1 1971-0959 AUTHORIZED REPRESENTATIVE N ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD � V �� W yNx CERTIFICATE OF sixrr Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE ., Boar 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Sunview Enterprise Inc 631-872-3381 248 Rt 25A Suite 3 1 c.NYS Unemployment Insurance Employer Registration Number of Setauket, NY 11733 Insured N/A Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 248 Rt 25A Suite 3, Setauket, NY 11733 26-3406662 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Town of Southold Building Department 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" P.O.Box 1179 SUWC420632 Southold, NY 11971-0959 3c.Policy effective period 08/15/2023 to 08/15/2024 3d.The Proprietor,Partners or Executive Officers are included.(only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever Is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,l certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Dave Simmons (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 709/14/2023 .rte' �y, � . (Date) Title: Vice President of Sales Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov NEW Workers' CERTIFICATE OF INSURANCE COVERAGE CoC Bom eard 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 carrie ................... 1 a.Legal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured SUNVIEW ENTERPRISES INC 631-872-3381 248 NY-25A#3 EAST SETAUKET, NY 11733 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) 263406662 2.Name and Address of EntityRequesting Proof of Coverage 3a. Name of Insurance Ca - q g g trier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Building Department 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Road P.O.Box 1179 DBL700687 Southold, NY 11971 3c.Policy effective period 09/01/2023 to 08/31/2024 4. Policy provides the following benefits: (] 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 peryury,'I cartifythuat I am an authorized representative or licensed agent of the'insurance carrier referenced above and thai the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 9/20/2023 �( � i1, Date Signed . BY .......... .,- (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Chief Executive Officer Telephone Number 516-829-8100 .....-.- ^ - Name and Title -Richard White, 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 beWcom completed b the NYS Workers'Compensation Board (o been P y p my if Box 4B,4C or 5B 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 paid family leave - y "y 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. D113-120.1 (12-21) I II I11111111�111111111111111111111111111111111111111 DB-120.1 (12-21) " Elm= ILI EXISTING SQ.FOOTAGE 1ST FLOOR HOUSE= 1489.56 FT.2 3 RAILING SHALL CONFORM t TO R3123,1.2 2015 IRC ` EXISTING SQ.FOOTAGE DETACHED GARAGE=287.5 FT.2 , i MUST NOT ALLOW PASSAGE OF A 4"DIQA.SPHERE EXISTING SQ.FOOTAGE 2ND FLOOR HOUSE=670.5 FT.2 i �. PROPOSED REAR SUNROOM ADDITION= 12' X 14' = 168 FT.2 489.56+287.5+ 168= 14.85% <20% OK . PROPOSED LOT COVERAGE 1, _ � DECKING _ � �'�'' �7'+ a � 13,090.98 i Cr - POS 514"X 6" iaxt I 4"X 4"P.T. "'• tn CK GIRDER DECK JOISTS d DE » 6"O.C.CONFORMS 2-2"X8"WI e 2 X6 AT � ++ RU BOLTS TO TABLE R507.5 2015 IRC 2-/: DIA.TH i 54' PER POST -CONFORMS P.A f� 15 IRC . DIRECT LOAD NE REAR TO TABLE 8507.6 20 � PATH TO GROUND SUNROOM ADDITION L '� ~ 7r 0 , HEATED OIL <•Y JOIST HANGERS FINISHED SIMPSON 9U26 w LEDGER BD. 13'-0" HABITABLE ~� Nsm � s GIRDERS TO POST ;, oft ` 2"X 8"W/%s"DIA.THRU BOLTS MAX Am$ SIMPSON#BC4 STAGGERED AT 16 O.C. - - - i t i" POST BASE _ _POST CAP - SIMPSON#ABE4 -_ _. _ _.. �+ r 4 a? 5�r M. �� 3' - - - NEW REAR DETAIL AT REAR PLATFORM NTS SONOTUBE PIERS �- --- SUNROOM ADDITION --=--- - ---- y a{ COT 43 " � " HEATED � M 16 DIA.X3-0 F1 - - FINISHED �� I+` --_ BELOW GRADE i 1, I PROVIDE BEAM SEAT o a I HABITABLE 0 IN CONFORMANCE W/ oo . G4 _ 1 �� R507.5.12020 RCNY k I ! I PLOT PLAN ZONE. R 40 RESIDENTIAL �� � i- iN a r-t i TEMP G G �1 � � �z � � 14'-0" a -E:3 R301.1.1 ALTERNATIVE PROVISIONS x+ Ra "� NEW REAR i 38.56" 38.56" 38.56" - 38.56" 1 THEY REFERENCE STANDARD WAS USED IN THE DESIGN OF.THE U r/.2 M ! SUNROOM ADDITION WINDOW WINDOW WINDOW AJ _ WINDOW _ _ STRUCTURE: �4 5N w HEATED FINISHED 11 LIFE SAFETY EXISTING RAISED CONCRETE 2015 WFCM HABITABLE ILLUMINATION CONFORM DECK TO REMAIN "WOOD FRAME CON STRUCTION.I1'IANUAL FOR ONE AND TWO FA-MILY � TO 8303.8 2020 RCNY l.� • NEW 2"X 8"DECK JOISTS AT 16"O.C. • NEW'/4"PLYWOOD SUBFLOOR DWELLINGS 201 EDITION" - - - - ' . NEW R-Zl BATT INSUL. I i I r a TABLE R301.2-(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD_25 LBS,/FT.2 C� cV t, , 3 Sz,Si�, f 4'-0" 24.25 AJ8 COMPLIANCE 2020 RCNY_SUNROOM ADDITION 8301.2(5) • oG WINDOW LEFT SIDE ELEVATION AJ801.3-THE PROPOSED REAR SUNROOM ADDITION DOES NOT CREATE ANON- .WIND DESIGN SPEED= 130(5$)MPH o � +� CONFORMITY;THE EXISTING HOUSE CONFORMS TO HEIGHT,STRUCTURAL STRENGTH, R301,2(4)A FIRE SAFETY,MEANS OF EGRESS AS WELL AS MECHANICAL,PLUMBING AND ELECTRICAL NEW REAR PLATFORM `�...�� � TOPOGRAPHIC EFFECTS ..' •.���.�• "F., �t•� i SCALE. 1/4"- 1'-0" CAPABILITIES. �C STEPS TO GRADE :8301.2AL AJ$01.4-OTHER WORK-THERE IS NO REPAIR WORK WITHIN THE EXISTING HOUSE; CION=NO E '� �.� 0 1 BLE 8301.5 THEREFORE,THE PROJECT IS NOT REQUIRED TO CONFORM TO SECTION AJ3 REPAIRS. SPECIAL WIND RE 3 RISERS AT 8" � O ;l l9MCWiM � ,� TA •8301.2.1.5 . : •. .. � ' 2 TREADS AT 12 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - �) a O AJ$02-FIRE &LIFE SAFETY PROTECTION U� ►�-� 3 4 (in pounds per square foot) OUTSIDE OF BEDROOMS IN THE WIND BO'R`NE DEBRIS REGION ZONE-NO I AJ802.1 SMOKE ALARMS-YES-IN EVERY BEDROOM, REMOVE EXISTING � Live Load SLIDING GLA S DOORS `t ' Use IMMEDIATE HALLWAY,AS WELL AS AT TOP&BOTTOM OF STAIRS IN CONFORMANCE WITH R30T:2.1.2.1 Uninhabitable attics 8314 2020 RCNY.SMOKE DETECTORS SHALL BE BATTERY OPERATED 20 YEAR BATTERY LIFE. SEISMIC DESIGN CATEGORY=`B" . 10 AJ802.3 CARBON MONOXIDE ALARMS-YEs OUTSIDE OF EVERY BEDROOM WITHIN Io 83012.1,1 without storage ' FEET OF EACH BEDROOM IN CONFORMANCE WITH 8315 2020 RCNY. BATTERY OPERATED. WEATHER NG CATEGORY•FOR.CONCRETE EXPOSURE = SEVERE.. REMOVE EXISTINGSIDING AT EXTERIOR. 6'"��� EXISTING Uninhabitable attics with - �• b g 20 AJ802.3.1.1 POWER SOURCE-SMOKE AND CARBON MONOXIDE ALARMS SHALL BE R301.2(3} MANUAL J CALCULATIONS REAR WALL INSTALL 1 LAYER%"GYP.BD.\ ' COTTAGE limited storage TAPE,SPACKLE,SANDED MADE READY FOR PAINT,; --"'�"'�"`® BATTERY OPERATED(NO OPEN WALL/CEILING CAVITIES),MIN. 10 YR. �_ ��. =FROST LINE DEPTH=3 0 LOCATION=CUTCHOGUE/SUFFOLK COUNTY AFB Habitable attics and attics AJ802.4 AUTOMATIC SPRINKLER SYSTEMS-N/A NO 3Nt1 STORY. . uRHEEM"#PTC123G-123GENERGY STAR RATED served with fixed stairs 30 X2301,.2(1) ELEVATION =67 AJ803.1 ADDITIONAL LOADS ARE BEING ADDED-N/A-THE PROPOSED REAR 4 � 42"X 16"X 13.75" Balconies (exterior) and .8403.1(1)�•, •• '. LATITUDE=40 oN r SUNROOM ADDITION IS SUPPORTED BY ITS OWN FOUNDATION,INDEPENDENT FROM THAT TERMITE=.MODERATE TO HEAVY o \ UL LISTED ASSEMBLY deckse 60` WINTER HEATING=-10 (99/° DRY BULB) COOLING CAPACITY=12,000/12,000 BTU/H OF THE HOUSE FOUNDATION.NO ADDITIONAL LOADS ARE BEING ADDED TO THE EXISTING R301.2(6) Fire escapes 40 FOUNDATION, SUMMER COOLING =83 (1% DRY BULB) HEATING CAPACITY=18,000 BTU WINTER DESIGN TEMP.=110 F ALTITUDE CORRECTION FACTOR= '1.0 ` EER=11.0/11.o Guards and handrailsd 200h AJ803.2 FLOOD HAZARD AREAS-NO,ZONE"X" =230/2osv onentsf 50h AJ804.1 MECHANICAL GENERAL-.THE REAR SUNROOM ADDITION SHALL BE HEATED/ 8301:2(1)iSOLINES-97 '/z% WINTER DESIGN TEMP INDOOR DESIGN TEMP.= 70 of -- REMOVE AND RELOCATE :: VOLTAGE Guard in-fill comp AMPS=5.6 COOLED WITH THE INSTALLATION OF A NEW PTAC UNIT: ICE BARRIER UNDERLAYMENT =YES DESIGN[TEMPERATURE COOLING= 75 of - EXISTING SKYLIGHT Passenger vehicle AS SHOWN INDOOR TANGENTIAL FAN FOR QUIET OPERATION a 50a (2}"RHFEM"#PTC123G-PTAC ENERGY STAR RATED 8905.1.2 8.905.4.3.1 R905.5.3.1 R905.6..3.1 R905.7.3.1 R905.8.: HEA TEMP. DIFFERENCE=700 (-10) $Oo DIGISMART CONTROL BOARD FOR ENERGY SAVINGS garages 42"X 16"X 13.75" FLOOD.HAZARD =NO COOLING TEMP. DIFFERENCE_$30-'700--13oF -- EXISTING Rooms other than UL LISTED ASSEMBLY AIRF REEZING INDEX= 1500 OR LESS 00o BTurII WIND VELOCITY HEATING= 15 MPH KITCHEN sleeping rooms 40 COOLING CAPACITY=12,000/12, 8403.3(2) HEATING CAPACITY=18,000 BTU/H WIND VELOCITY COOLING =7.5 MPH[ Sleeping rooms 30 MEAN ANNUAL TEMP.w RIVERHEAD RESEARCH EER=11.0/11.o COINCIDENT WET BULB= 71oF Z Stairs 40 VOLTAGE=230/208V STATION#307134 =52.2oF - DAILY RANGE=M For SI:1 pound per square foot=0.0479 kPa,1 square AMPS=5.6 NATIONAL CLIMATIC DATA CENTER WINTER HUMIDITY=30% inch=645 mm,1 pound=4,45 N INDOOR TANGENTIAL FAN FOR QUIET OPERATION AIR FREEZING INDEX-USA METHOD � SUMMER HUMIDITY=70% � a. Elevated garage floors shall be capable of DIGISMART CONTROL BOARD FOR ENERGY SAVINGS A supporting a 2,000 pound load applied over a 20 BASE 320E square-inch area. AJBOS PLUMBING-INSTALLATION OF CONDENSATE LINES FOR NEW PTHC UNIT. tics without storage are those J805.1 -N/A STRUCTURAL CERTIFICATION b. Uninhabitable at A EXISTING where the clear height between joists and rafters is AJ805.2 SANITARY DISPOSAL SYSTEM-N/A THE SEPTIC SYSTEM WOULD NOT HAVE H not more than 42 inches,or where there are not 1. THE PROPOSED SUNROOM ADDITION IS NOT HEATED AND IS -. BEDROOM two or more adjacent trusses with web TO BE UPGRADED SINCE THERE IS NO NET INCREASE IN THE NUMBER OF BEDROOMS. O HABITABLE. EXISTING configurations capable of accommodating an AJ$06.1 ELECTRICAL-THE PROPOSED 1sT FLOOR SUNROOM ADDITION CONFORMS TO Y 0 assumed rectangle 42 inches in height by 24 CHAPTERS 33 THRU 42 2015 IRC. 2. THE STRUCTURAL DESIGN FOR THE NEW SUNROOM ADDITION BATHROOM inches in width,or greater,within the plane of the COMPLIES WITH ASCE.7-10"ENGINEERING DESIGN" AND IS CAPABLE rT{ M trusses.This live load need not be assumed to act CHAPTER 37 BRANCH FEEDERS-THE ARCHITECT HAS SHOWN COMPLIANCE WITH OF SAFELY SUPPORTING THE LOADS IMPOSED UPON IT IN A SAFE - TABLE E3704.2(1)FEEDER LOAD CALCULATION concurrently with any other live load requirements. ------- --------- •---- r-1 C. Individual stair treads shall be designed for the 3 V/A PER SQ.FT. X 1,718.06 FT.2=5,154.18 V-A MANNER IN ACCORDANCE WITH THE 2020 RESIDENTIAL Ct?DE L0� O I �-. uniformly distributed live load ora 300 pound 1500 V-A/CIRCUIT X 12 CIRCUITS=18,000 V-A OF NEW YORK STATE �I �; I c FIRST FLOOR PLAN FASTENED IN PLACF,APPLIANCES=19,660 V-A e� ,Qt W Z TOTAL REQUIRED AMPERES SERVICE REQUIRED=42,814.18 V-A ARCHITECTS ENERGY CERTIFICATION � U W W TABLE R301.7 #OF AMPS REQUIRED=42,814.18 V-A/240 VOLTS/AMP=178,39 AMPS ' TO THE ARCHITECTS KNOWLEDGE INFORMATION BELIEF; SCALE: /a"= 1'-0" ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b` AMPERAGE PROVIDED=200 AMPS>178.39 AMPS OK CONFORMS F� ! CHAPTER 38 ELECTRICAL WIRING-CONFORMS THESE DRAWINGS COIUORM TO THE (2020 NYS ECCC), 2020 NEW W 1 ALLOWABLE YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. C W W O STRUCTURAL MEMBER DEFLECTION Z 4 Table R402.2 Q a Rafters having slopes greater than 3:12 with no finished ceiling attached to L/180 Minimum Specified Compressive Strength of Concrete THESE DRAWINGS CONFORM TO THE 2020 RE'SIDENTIAL EXISTING rafters LIVING ROOM i Type or location of concrete construction Minimum Specified Compressive Strengthfni CODE OF NEW YORK STATE THE 2018 WFCM FOR 1 & 2 O o`Do Interior walls and partitions H/180 weathering Potential FAMILY I�WEI.I�rINGSy AS WELL AS THE 2020 NEW YORK a �' � U FloorskeiNngs-wit#-Plastepor-- �tsse-Mt"(including deck floors) U360 Negligible Moderate Severe Ceilings with brittle finishes(plaster.stucco.etc) L/360 Basement walls,foundations and other concrete not 2,500 2,500 2,500 STATE ENERGY CONSERVATION CONSTRUCTION CODE. exposed to the weather NYSECCC. Ceilings with flexible finishes(gypsum board,etc) X240 Basement slabs and interior slabs on grade, except 2,500 2,500 2,500 All other structural members U240 garage floor slabs THESE DRAWINGS ARE IN CtIMPLL NCE WITH: Exterior wails-wind loads a with plaster or stucco finish H/360 Basement walls,foundation walls,'exterior walls and 2,500 3,000d 3,000c _ _. other vertical concrete work exposed to the weather L THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Exterior walls with other brittle finishes H1240 ,•- ";;, Porches,carports slabs and steps exposed to the 2,500 3,000def 3,500def THE 2018 INTERNATIONAL RESIDENTIAL CODE AS Exterior walls with flexible finishes a H/12 weather,and garage floor slabs ® For SI:1 pound per square inch=6.895 kPa. ADOPTED BY NEW YORK STATE, AND THE 2020 NYS ECCC Lintels supporting masonry veneer walls U600 d f�CFtAFL a.Strength at 28 days psi, b.See Table R301.2(1)for weathering potential, 2 THE 2020 NYS ECCCt'- :: "k Note:L=span length,N=span height. C.Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained concrete In tlr =` a.The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose otthe determining f g g .A THE �+ / deflection limits herein. accordance with footnoted, sit l�Lr PL l N� 2100-12 SPECIFICATIONS FOR b For cantilever members,L shall be taken as twice the length of the cantilever, d.Concrete shall be air-entrained. Total air content(percent b volume of concrete shall be not less than 5 percent or more � C.For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not sup�oMg edge of (P Y ) P S TR,�T�71 O,>Ilrt&. S �9 1 Otte-12 (�d•;t �9 C A rIl•+y,+,if`t�•y RY I 7' THERMALLY HE �,/�,� �• g Y �t �e���`t �f1 ()`� I glass or sandwich panels,the total load deflection shall not exceed L/60.For continuous aluminum structural memtrrs supporting than 7 percent. !J 1V> Vr1Y11 L lJ `Y Y`� CATEGORY�llY'l� 1l 8 V jl JCS Iw 1 AY�9.r edge of glass,the total load deflection shall not exceed 0175 for each glass lite or U60 for the entire length of the member, whichever is more stringent.For sandwich panels used in roofs or walls of sunroom additions or patio covers,the Wal load e.See Section 8402.2 for maximum cementitious materials content. ISOLATE"" O (4.15 CATEGORY NON -THERMALLY deflection shall not exceed U120. f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less j d.Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of H/180. �+ - e.Refer to section 8703.7.2. than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. ISOLATED 1 OF 3 , .. - ..- .E Il�r PLATFORM GIRDER TABLE s;507.6 14'-0" � 2-2"X 8"W/2-'/1"DIA. DECK BEAM SPAN LENGTHS"lt4 iM? PROPOSED SUNROOM THRU BOLTS PER POST DECK JOIST SPAN LESS T?sANDREOUALTO: svecles• saE� re") CONFORMS TO TABLE fi e 10 12 14 1e '$ ADDITION BELOW 7,_091) 7'-0" R507.5 2020 RCNY 2-2x 6 6.11 5.11 5-4 4.10 4.6 4-3 4-0 2-2 x 8 8-9 7-7 6-9 6.2 5.9 54 5.0 I4SONOTUBE PIERS 2-2 x 10 104 9-0 8.0 74 6-9 64 6-0 i 16"DIA.X 3'-0" 2-2 x 12 12.2 10-1 9-5 8-7 8.0 7.6 7-0 BELOW GRADE Southern pine � 3-:x G 8.2 7•S aS al 5.3 5.1 S-0 �2-2"X 8"RIM JOIST TYP. OF 3 3-2 x 8 10•10 8-6 7.9 7.2 6.4 11- 3-2 X 10 l3-0 l I.3 10-0 9.2 X-67.1.1 1 7-6 ; yb f- .�o-.. +a•C"A'S 1.""tq•. ...r.w•Jl+y •-w•.r�.r�1�'. ',•, . f . 3-2 x l? 15-3 13-3 11-I0 lag lU•U 94 8•!0 d 3x6or2-2x6 5.5 4.8 42 3-10 3.6 3-I '_•9 �! 3x8or2-2x8 6-10 5-11 5.4 4.10 4.6 4.1 3.8 3 x 10or2-2 x 10 8.4 7-3 6.6 5-11 5.6 5.1 4•8 1 3 x 11or2-2 x 12 9.8 8.5 .7-6 6-10 64 5-11 5-7 t{ -- Douglas fir-latch'. [� hcm-fie, 4 x 6 6-5 5 6 4•I1 4.6 4.2 3•I1 3.8 spruce-pinc•fie. 4 x 8 18.5 7.3 6.6 5.11 5.6 5.2 4.10 I rcdsscxxl, 4X 10 9-11 8-7 7-8 7-0 6.6 6.1 S-8 Western cedars. ! I ^ ponderosa pine`, 4 x 12 11.5 9.11 8.10 8-1 7.6 7.0 6.7 O red int` s n _ p 3_2x6 7-7 a8 6-0 S•6 5.1 •4-9 4.6 N 3-2x8 9.8 8.6 7.7 all 6-5 6-0 5.8 10 3-2 x 10 12.0 10.5 1 9.4 8.6 1 7.10 1 7-3 6.11 ' PLATFORM JOISTS 3-2 x 12 13•11 12-1 1 10-9 9-10 9-1 1 8-6 8-1 .41 2"X 6"AT 16"O.C. For Sl:I Inch=`iA mm.I foot u 3!37.8 mm.t pound per[quare foots 0.0479 k113.1 pound a 0-45418. I } I CONFORMS TO TABLE a.0round snow lc.xl,list Inad=4U psf.[toad lo.u1 a t0 pat.UA.360 at main syn,UA a 180 ar eantiles"er with a'26pound point load applied at tlsc end. b-scams supponing acct joins front one side Only. Q t 8507.6 2020 RCNY e.No.2 grade.wet smice factor. P� M J.Ream dcpd,.hall be greater dun or equal to depth of joists with a flu,h beim condition. I C.Includes inching facmr. r� f Nonhem species.lnci.ing factor not inclok 1. r1 t V N4 REMOVE AND RELOCATE EXISTING � TABLE R507.5 VE L SKYLIGHT AS SHOWN DOUBLE FEAME ., DECK Jt3SPANS FOO COMMON LUMBER SPECIES'crG•Ind ^ ' SPACING OF DECK JOISTS WITH NO CANTILEVER' SPACING OF DECK JOISTS WITH CANTILEYERI AROUND OPENING FLASH W/ICE AND EXISTING RAISED CONCRETE r-` SPECIES, stzE (��+�) (inches) WATER SHIELD MEMBRANE -1 4- a, 3z ,- ze DECK TO REMAIN 2 x 6 9-,1 9-0 7-7 0- 6.8 6-9 x x 8 13.1 " u•lo 9.8 la1 Ia1 9-s • NEW 2"X 8"DECK JOISTS AT 16"O.C. Southern pine 2 x 10 16.2 14-0 11-5 14.6 14.0 11.5 < • NEW'/."PLYWOOD SUBFLOOR x x 12 18.0 16-6 13-6 I8-0 16.6 13•6 • NEW R-21 BATT_INSUL. 2 x 6 9-16 8-8 7-2 6-3 6.3 6-3 • • .�. Douglas fir•larch°, 2 x 8 12-6 11.1 9.1 9-5 9-5 9-1 ^ �. hem-6t' t� H Cy EXISTING spruce•pine-fir' 2 x 10 15-8 13.7 11.1 13.7 13.7 1 2 x 12 18.0 15.9 12-10 18 0 ,5.9 12.1.1 0 WALK IN CL. 2 x 6 8.10 8-0 7-0 5-7 5.7 5.7 �1 0-f EXISTING BATHROOM UNEXCAVATED western i, +...( -4 1� a western cedars, 2 x 8 11.8 Ia7 S•8 8.6 8.6 8-6 11��11 EXIST.POURED CONCRETE ponderosapinc% 2 x 10 14 I I 13.0 la7 I2-3 12-3 lo-? W (D� �. SLAB ON GRADE red pine' 2 x 12 17-s 15-1 12-3 16 S Is•1 iz-t �// Coll For Si:I inch=25.4 mm,I foot a304.8 mm.1 pound per square foot=0.0779 kPa,I pound=0 454 tg. M a.No.2 grade with wet service factor. D.Gmund snow load.five load=40 P4,dead toad=10 psf•UA-360. e.Ground snow load.lice toad=40 pit,dead load a 10 psr.L/A■360 at main span.VA=I so at eatuiles'er u ith a 224pound;point load applied to end. j t d.Includes incising factor. e;Northem species with no incising factor f. Cant;leversrl spans not exceeding the nominal depot of the join are pcnniaed. t y 1. LTS19 TZ Application EXISTING BASEMENT NOT HEATED SHEATHING EXISTING NOT FINISHED <' NOT HABITABLE BEDROOM �5101NG U SECOND FLOOR PLAN U ON JUS JOIST HANGER a C 771 x t' FOUNDATION PLAN SCALE: '/" = 1'-0" HOLD DOWN DEVICE-MIN 7504 CAPACITY AT(4)LOCATIONS,EVENLY DISTRIBUTED Side View ALONG DECK AND(1)WITHIN 2'OF EACH Based on IRC END OF THE LEDGER. Figure 8507.2.3(2) FULLY THREADED 3/8"DIAMETER ILAG ti , SCREW PREDRILLED WITH MINIMUM 3" PENETRATION TO CENTER OF TOP PLATE, STUD OR HEADER. C �3 > w ! REMOVE AND RELOCATE C> EXISTING SKYLIGHT f to AS SHOWN al NEW REAR NEW REAR �' w SUNROOM ADDITION LIFE SAFETY SUNROOM ADDITION ~ HEATED ILLUMINATION CONFORM HEATED .� FINISHED FINISHED I HABITABLE �"® TO R303.8 2020 RCNY- NEW REARPLATFORM AB IIITABLE °'`�•.�. ------- STEPS TO GRADE- - - 4 f 3 RISERS AT 8" "� �+ { V i ) 2 TREADS AT 12" ° C) 00 ' O r4 U o 0 0 .f NEW REAR PLATFORM �-` -- C STEPS TO GRADE 3 RISERS AT 8" - / - 2 TREADS AT 12" ' EXISTING RAISED CONCRETE x 1, r�.�� �y, ,���,"�CX; DECK TO REMAIN • NEW 2"X 8"DECK JOISTS AT 16"O.C. 1 M • NEW 3/o"PLYWOOD SUBFLOOR 4 SONOTUBE PIERS • NEW R-21 BATT INSUL. T RIGHT SIDE ELEVATION 16"DIA.X 3'-0" REAR ELEVATION BELOW GRADE ) -- � -- -- SCALE: 1/4"=1'-0" SCALE: '/4"= 1'_0" � �"" 2 OF 3 IDE $IOx?,Tir�SCHLW #,..a'I KSCR EW :-Code ComplianceS"peenicationSheet I CATHEDRAL. RIDGE BEAM SELECTION GU _ 2PERSIDE 6EAR RIDGE BEAM ON FLOOR STARTER 2 PCR Stc EXISTING BEARING WAL.,ADO PROFILE WINDOW W1DT ` SUPPORT AS REOUIREDt (SUNROOM 1;4'x 5-SCREW 25 PSF venal! Widthif Cathedral "B" wall -���" �. _ This is a summary of the compliance and performance of the LivingSpace Sunroom Snow 1 O `� E'ECO GR Fir ROOF PANELS COh1pONENT) MAX 12'OFF END E i E Ci Load. 12 14 16 1a 20122124126128130 32 34 36 38 40 42 as 46 48 ,, j� '�. �D TMP 1 ! system as evaluated against the building code requirements for a sunroom addition as c"NGINEERED RICGE BEAM SEE SHEET-7 FOR CETAiLS --- ❑ _ D per the 2015 IECC, as adopted by New 'York State. ,o = Zx TOP 3 In accordance with the ASHRAE 90.12010 Prescriptive Provisions (For Residential 12 6•Beam �La' � ' .' � - PLATE10 _41 •I uWi CD ,a ',u ,o•w3am EPS CORE - or Commercial Buildings) ' SOCIO KICK SOLID KICK y G ® SUNRlJ�1►1VV1: A one-story structure attached to a dwelling with a glazing area in excess ! e 1� INTERIOR eyL \ Ol Gt 6 + 'u1,, 2 d� \ ea�Qc OSB SKIN WINDOW HORIZONTAL VIEWo 20 of 40 percent of the gross area of the structures exterior walls and roof. 0 22 . , TYP 24 F', 8 2 x 10 WOOD LEDGER ATTACHED I ) 26 12"Beam TO EXISTiNG WITH 5:B'LAG should be SCREWS te'0 C Za The charts at the left of this page SECTIOIV.R402 $UILDING THERMAL ENVELOPE ! ams 1/8'x3"WOODSCREW KICKPANEL referenced for beam size Selection(be EXTERIOR TABLE R402.1.2 30 PSF „ „ are avaliat;'ie in 8", 8 10"and 12"depths) SVNROO),I'NALL SYSTEM MAX 6"OFF END OSB SKIN WIDTH t I Overall Width of Cathedral B wall AND,6'o C. TIO snow based on required beam span (measured in STAGGERED INSTALLATION fTYp.)TYP ' ' OffipoIIent Ther-m--Ml y OII- er>dnla y iving pace I Load. 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 I `Beam Projection")and overall Cathedral",B" KNEEWALL ! I, c Isolated isolated 1lierformance f e wail width. Use the appropriate chartfor - ,o s Beam 2 x t0 JOISTS 16'o c I I requirement requirement your local SnoN Load requirements(see top #8x1 114"WOODSCREW J 12 io•6eam IEfi comas of chart for reference). MAX 12*OFF END zx SILL ;Ij Window 11e A 1 14 3 2 x t 0 WOOD BEAM AND 16"O.C. EN C I, � 0.^5 (2-Q) 0.40 (2) .A 0 (2) ri ' `` t O 0.35' (3-aN 16 b .+ .:' t.:. WOOD OECK GLASS KICK GU SS KICK i � °� O CO r, 0.32 {5-8 18 $� Example: SIMPSON LPC6Z OR WOOD POST ` SIMILAR.2PERJOiNT REFER TO SHEET CSrGR SIP KNEEWALL DETAIL GLASS KICK HORIZONTAL VIEW 0 22 In a 30 PSF Snow Load region, if ' " 1Y1 01'W N/A 0.25 (1-3) 1 i � 24 1r Beam constructing an 18 ft.Projection X 20 ft.`B" f INiSH GR!GE SIMPSON ABA66Z OR 4 0.40 (4) l~'a •~-+ I 2g SIMILAR NONE wall Cathedral sunroom,an 8"beam would PATIO DOOR C� 2B - N/A (5-8) i be sufficient(See Arrow). WIDTH BUILDING SECTION I - ---Roofslue 19 (1-4 3 1 e aj 0 wF Overall Width of Cathedral "B" wall 1 CONCRETE FOOTiNG I 0 28 30 32 34 36 38 40 42 44 46 48 Beam Specs. NONE REFER TO SHEET CS FOR a� 11 24 (5-� 38 -�) 34 - 811 EGA ^ Load- 12 14 16 18 20122124126 SIZING `Y . I 49 4-8) 43 - 10" EG ^ 52 - 12 EG IT -OK L ~ ` 11� 0.19'3003 N14 Alcmm,xn,4.0/laminated:o 10 o Beam s, s'�' 10'Beam {; - 2100 F1 8E Grade D,••.en5 onal Lumber,»p j 07 i 2 � C:era;l construction: a Value 13 (1-2) 13 - 3' F1 � I fly ;, (ai,minum 1 lumber,lumber i,lumutum) NEW WAIL STUDS WGH R19 14 '4• sl 111SULATION AND 1/rORYWAL'r - r ,..'' ;a ON INSIDE FACE OF STUDS ' 11 y A � U 20 or 13+5 �-5) 17 - 4" EG ^ • • '- � .�- -p 16 ' Lumbar Speal:calrcr:s NEW WOOD BEAN, 20+5 or 13+1 (6-8) 26 - 6 EG Repeuuve Member Uses.240 L _ ` I -DRICKMOUIO D121CKMOvlO n Modulus of Elasucd 'E':I. 01000 !!! ; Floor Value 1 1-2 3 1-2 W �-+ H W o 22 12•Beam Y 24 TenvleStressPara:;6!oGra:r''F•':1575 r212KR ;=s�Pfo�: I PATIO DOOR HORIZONTAL VIEW _ 26 Compressia.Stress Pam11e1 Gain-F•:,��� i O ADW SECTION 19 (3-8} 19 3-4 34 - 8" EG ^ t- C� 30 5-6 43 - 1011 EG ^ 28 -SWING DOOR WIDT 38 7-(! 52 - 12" F.G ^ f 3" VINYL DOOR SLAB ool�-Glazing 0.!S (1 0.!5 1 .30 Celsius {✓ S 04; Overall Width of Cathedral "B" wall I �= - Load. 12 14 16 18 20 22 24126128130 32 34 36138140142144 46 4B Ooude La minaledt•� olm�i�nal war ZIT Value 0.70 (2-8) 0.65 (Z) 0.25 Celsius plus e _ o 0.55 (3-8) 0.28 Polycarbonate 10*Beamw j SCREWS IN%4-:: m 1 3 3 3 3 3 ^..:,ORTOORCOnC"_' r� INSULATED O P r_= - o d (1-8} is reference'to Climate Zones as per Section 8301 3 14 ':'`'' ro ,fi 12'Beam >;.; Ridge Beam CLASS UN1' * Settlon 8402.3.2 allows for an area-weighted average to satisfy the SHGC requirement; 1i 1 I 0 ,B - L. rry' Cross Section �X�ttNU DCU61E TOP PCATE j O o © ** Section R402.2.2 allows for R-30 for all zones for rooms of less than 500 sq. ft. 0 20 " increase R values by 15% when Neopor foam is used 24 .: RIDGE SUPPORT DETAIL R 10x2 1/2" SCREW �-gRICKMOULD 26 Alum.n,.m Skin =.:• s 3 PER SIDE �`Eti/1rSA 21®0-12 Specifications for sunrooms. o NONE _ ....._._. SWING DOOR HORIZONTAL DETAIL All LivingSpace sunroom systems meet or exceed 2100 12 � ted DESIGN CRITERIA 4•.14 Category IV (thermally isolated) or 4�S Category V (non-thermally isolated) J DEAD LOADS EXISTING SHEATHING performance specifications. 4 WEIGHT OF ROOF 8 PSF WEIGHT of WALLS 5 PSF B ECO-GREEN EXISTING SIDING 0 ►xl �--- ' � r 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE WEIGHT OF FLOOR 10 PSF #14 x 1o•SIP sc SCREW 16o.c 1/4"x 5"SELF TAPPING HEX BOLT a [NY]TABLE R402.1.4 EQUIVALENT L-FACTORS" H Q SNOW LOADS f CORNER LL 1 72"OFF ENDS 38"O C. BASIC GROUND!SNOW LOAD(Pg) 30 PSF ROOF SNOW LOAD 25 PSF Y'IALL hE.',E,. FRAME BASEMENT CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING MASS WAIL FLOOR V�gLt o WALL SPACE WALL � t� SNOW EXPOSURE FACTOR 1.0 CONNECTIONS&ATTAChIJENT PLAN VIEW w ZONE UFACTOR IEFAC70R !/[FACTOR ULFACTOR IJ-FACTOR' u-FACTOR U-FACTOR U/-FACTOR ~ TNERA4rA! FACTOR 1.2 SNOW LOA[) IMPORTANCE FACTOR 1.0 .A • - a 4 0.32 0.55 0.026 0.060. 0.098 0.047 0.05 0.065 j WALL PANEL---- -- N i LIVE LOADS 20 PSF a [NY]TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" ROOF -7 I N n' FLOOR 40 PSF I w WIND LOADS GLAZED WOOD MASS SLABd CRAWL BASK WIND SPEED 140 MPH :+t4A5 3:REWS CLIMATE FENESTRATION BASEMENT" SKYLIGHT" CEILING FLOOR 8IDO=L'=AM W r`-.,°•,.f,.. FENESTRATION FRAME WALL WALL R-VALUE SPACE .^, I + a,� , ,, , • oc b WALL THRO v-H KEY TOWER ZONE UFACTOR l�FACTOR SHGC[,' R-VALUE Rt•VALUE RVALUE R-VALUE R-VALUE WALL GUST EFFECT FACTOR(G) 0 5S ROOF PANEL TO RIDGE BEAM Dc'fAlt u OR T08 N41L INTO POST WALL START e I DEPTH R--VALUE WIND IMPORTANCE FACTOR 1.0 ' WIND EXPOSURE C a s A SCREWS THROLa- WALL EXPAADE 4 0.32 0.55 0.40 49 20 or 13+5h 8/13 19 10113 10,2 tl tU/13 SOILS AND FOUNDATIONS =�c_t r.To iowER 'ALLOWABLE: FOUNDATION PRESSURE FROST DEPTH 36 IN. CORNER& HEADER CONNECTIJN EXISTING$IDIN i DEFLECTION UMITS WALL n_.•..c --•_.. _, i w -\ ? I ROOF MEMBERS 0240 MERIOR WALLS IJ120 " SIP WALL ATTACHMENT DETAIL i #14 x 10 #14 x 10" SIP SCREW 1@ 16"Q.C. #14 x 10" SIP -=' 2 SCREW @1@ 16"O.C. @ SCREW @l@ 16"O.C. o 0 o A'f1NF #10 X 1 SELF TAPPING #10 X 1"SELF TAPPING / o a SCREWS @ 16"O.C. / #10 X i"SELF TAPPING 1 SCREWS @ 16"O.C. SCREWS @ 16"O.C. _ f r 4410x/"SCA-AS�ZR S:16 C • _ ^.R Sri K_rl• o- OF POST ?- �4 FLANGES Ali:I`CO HEADER �S�ArE_rEADER \ " 2414x5•$ n=:.T:1rr l vr1 �� `J O rE:HEADER KEY TOWER S &INTO i AL Uy;._u1NSERT �S�Vt`!E_r`=:_t aLUh1tNUMFASC+ � J ALTA' ._. _+SCW \ THROUGH 81NT0 -F__t12AlMWSERT HEADER ! WALLhE-SER ALL;Lu'._'.' '•==. .. _ PPING _- PIOWSELF TAPP .: HEADER WALL POST&HEADER CONNECTION . - __ _ f•..- _ _TA WA__ SCREWS AT ENDS e.- S c:.a 4•ENDS&ALONG L s�:DNG !',:,F'OINTASNEEDED :'c�'0 4• -AS NEEDED TO NATE MCti=''c' - - ----.••".-..___ -E Mo\rC) w a0 M H 2414A5 SC?E._ v i = Q= 6•! v0%iLO I { ar20UGhK i 00 Z w 11 DRIC�SFCLL - U1 . -2.010x1•SCREINSI MP) 40 J � } in W P s o� Elf Q - 0 O O W Q #14x5"SCREWS C' t••l THROUGH KWICK A d z FLOOR$-.:,='E4 F�GOR STAR-cK Z-"-ER KONNECT(TYF.) i A� a U r r WALL POST TO FLOOR CONNECTION RIDGE BEAM TO POST TO FLOOR CONNECT. ,N 00 I F., w c� U {! ! I J l SOLID KICK Z �^ t ? i t Z = 1 c 1 fi. I C'�5'` r,ICF3SCA OR ,,t � . : xs,AF -RETEANCHORS FQRCONCR_ _ »T',OhS p pOR$ FRTER F 0 c2 - 4,• 31 cd � i . - 9��\c`• ?'="2483? 2 fta ? 3: :hS 7rf:__ ran S hL� ]FRONT ELEVATION N i CORNER POST TO FLG✓R CONNECTION JAMB POST TO FLOOR CONNECTION G KICK W,G_ASS OPTION G• OPTIONAL SILL&WALL ATTACHMENTp SCALE: 1/4" = 1°_p'• 3 OF 3 a C� _