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Home My WebLink About50805-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50805 Date: 6/10/2024 Permission is hereby granted to: Nickles,.Kathleen.. .............. ................___--- -----—-------- ._w �� m. ... ..�......................_........._� PO 56 BOX Southold.._NY 11971.............. ......_....._..........._�.....�� .......��............... .................................. To. Construct a new single-family modular home with a HVAC system as applied for per SCHD approval. Additional information may be required. At premises located at: 70 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-2-19 Pursuant to application dated 4/25/2024v and approved by the Building Inspector. To expire on 12/10/2025.mmmm Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,365.00 CO-NEW DWELLING $100.00 Total: $2,465.00 .........................� . Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 fu Date Received APIRLICATION FOR BUILDING PERMIT " 7 � s r r '7mw '4 For Office Use Only PERMITNO. SC)?0- Building Inspector,Ins P V:::R 2 5 M24 Applications and forms must be filled out in their entirety. Incomplete applications well not be accepted. Where the Applicant is not the owner,an ne— Owner's Authorization form(Page 2)shall be completed. Date:4.17.24 OWNER(S)OF PROPERTY: Name:JRP Equity LLC SCTM#1000-56-2-19 ProjectAddress:70 Arshamomaque Rd. Southold Phone#:1-516-852-7418 1Email:josephromano23@gmail.com Mailing Address:22 Virginia Ave, Ronkonkoma, NY 11779 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Emallloanchambers10@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Ryan Boring Apex Homes LLC Mailing Address:7172 Rte 522 Middleburg PA 17842 Phone#:1-570-837-2333 Email: CONTRACTOR INFORMATION: Name:Amos Meringer Mailing Address:13520 Main Rd, Mattituck, NY 11952 Phone#031) 765-4900 Email:amosmeringerbuilder@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing u-se of:proverty:.vacant Intended uae of pro.perty:-,%ingl6 family rt denEia Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®'NO IF YES, PROVIDE A COPY. 11 ii 0meek Box A''i r rv° ad 111llllg: 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-Southotd;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 buildingis)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):Joan Chambers 11 Authorized Agent E70wner Signature of Applicant: CONNIE D.BUNCH Date: Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 No. In Suffolk County SS: Commission Expires April 14, '�' COUNTY OF ) Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ~gent (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 I day of 20 1 Notary Public (Where the applicant is not the owner) Joseph Romano I residing at 22 Virginia Ave, Ronkonkoma,- NY 11788, do hereby authorizeJoan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/17/24 Owner's Signature Date Joseph Romano Print Owner's Name 2 W: Generated by REScheck-Web Software cls(iCompliance rt cate Project A18054 Energy Coder 2018 IECC "' Location: ;" lk Cdw lnity, New York of No r Construction Type: Single-family •86 Project Type: New Construction 0 Conditioned Floor Area: 1,420 ft2 CO Glazing Area 16% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: V 41, � All Electric false Is Renewable false Has Charger false Apr 16, 2024 Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 70 Arshamomaque Ave Southhold, NY Compliance: 3.8%Better Than Code Maximum ILIA: 450 Your UA: 433 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ilalli) on-gra de tradeoffs M are no lour)peu'a aunskla a e(l lrn the UA auu IU)er fm nip nce a-ouMllJliia17�r 1'Path ou a RFScheck. Each s a -grade aak,�e)nll:,41V+ n trap slll)n cified a`k mate zone, must onec!:p the a°n°1iii ,ru.urn energy cocJ�. uns uladoin R-a�« hje and depth r°egauno ern runpp . a: Ul Ceiling: Raised or Energy Truss 1,390 38.0 0.0 0.025 0.026 35 36 Wall 1st fir: Wood Frame, 16"D.C. 1,773 21.0 0.0 0.057 0.060 82 86 Door: Solid Door(under 50%glazing) 22 0.250 0.320 6 7 Door 3: Glass Door(over 50%glazing) 162 0.330 0.320 53 52 SHGC: 0.28 Window: Vinyl Frame 157 0.300 0.320 47 50 SHGC: 0.28 Wall (2nd flr): Wood Frame, 16"o.c. 1,576 21.0 0.0 0.057 0.060 77 81 Window 1:Vinyl Frame 228 0.300 0.320 68 73 SHGC: 0.28 Floor: All-Wood Joist/Truss 1,390 19.0 0.0 0.047 0.047 65 65 Project Title: A18054 Report date: 04/05/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Ken Dieffenbach .%Corn, Xidowi-" 4/5/24 Name-Title Signature Date N 42, Apr 16, 2024 Project Title: A18054 Report date: 04/05/24 Data filename: Page 2 of10 RE,Scheck Software Version .- REScheck-'Web InspectionChecklist 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 _.. �a_------�. ..� w �ed° ._..Field ie l ww.Verified r vv._..U�. .. ..mmnspction/ aVlue Value Complies? Comm e.n.�t s/A .s.....0 mpd on & Red.ID Plansf �.. s 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 1en drawings and ❑Do pli plies 103. , document Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: ng: Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: of N CIO &" 2.' ° I ' Apr 16, 2024 g p � p _ .. . 1 Hi h Im act(Tier 1) 2 Medium lrrr act(Tier 2) . 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 3 of10 w Section # Foundation Inspection Complies? Comments/Assumptions &Ret�.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: N co � ' 4 ti Apr 16, 2024 1 Hd h I'm att(Tier 1) 2 Medium Im a Low Impact(Tier 3) dm. .._p e.__ d pact(Tier 2) 3. _... ...._...... — Project Title: A18054 Report date: 04/05/24 Data filename: Page 4 of10 Section FPla.ns Verified Field�ifrie # Framing!Rough-In InspectionValue VComplies Comments/Assumptions & Req.ID 402.1.1 Door U-factor. . .....�.. - ... .. . U..�...._. �C ...... .. �. ��...�W� ........_ omplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.3.1, .average) __ ....._.� ..._..._ _U..�. ❑Com IiesIT�table for values e 402 1.1, Glazing U-factor(area-weighted U- - p Assemblies ❑Does Not 402.3.3, [-]Not Observable 402.5 402.5 ❑Not Applicable 303,1.3 U-factors offenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [-]Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable P _ _ ........ _... 402.4.3 Fenestration that is not site built ❑Com lies [FR20]1 is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/l.5.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. housing/interior ., 02.4.5 IC-rated recessed lighting fixtures ...e❑Com._p-_l.i..e..s [ sealed at fin ❑ oes .... _...._.. ..... Not and labeled to indicate s2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.h 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 qF inches diameter. 403.3.2. . Ducts, air handle s and filter ®.. _ .... ❑Com li ....._..._. [FR13] boxes are sealed with esp joints/seams compliant with ❑ vab ` International Mechanical Code or El A International Residential Code, as M .._ _applicable. b ._.__._..._ ... ....... ..... , 413:3.5Bidngkavities are not used as ncompl [FR15]3 ducts or plenums. ❑Does Nog 3 4 2 []Not Obsery ❑Not Applicabl P Ocom [F 17]2 above 1105°Fcor chilled fluids onveying fluids R R ❑Do plies 1'"mm�' 3; _.. below 55 QF are insulated to aR- 3 ❑Not Observable ❑Not Applicable 408.4.1 Protection of insulation on HVAC ❑complies [FR24]1 piping. ❑Does Not ❑Not Observable []Not Applicable 40 -.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 zR-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 Hi mh Impact(Tier 1) 2 Med miu Impact(Tier 2) 3 Low Impact(T'ier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions 6R_eq ID Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: OF AN \4 % .8^Qp co � � 9 41 1 Apr 16, 2024 1 erm act(Tier 2) 3 Low Impact(Tier 3)H6gh Impact(Til)mm� 2 Medium Imp ..�.. � � � �......� Project Title: A18054 Report date: 04/05/24 Data filename: Page 6 of10 Section P PIanV Value FieIV luefied� P g... _._.. _. _.._ ...._ .,_._uw_._. ._. ... .............. „, „..a ..._. ions &Re ID p # Insulation Ins action Complies? Comments sum 303.1 All installed insulation is labeled ❑Com lies [IN1311 or the installed R-values ❑Does Not provided. ❑Not Observable ❑_Not Applicable _ 402.2. ..�.�__�_..r in ❑ Wood µ ❑ Wood�...m. mµ❑Does Not See thetable Envelope 402.1.1, Floor Insulation R-value. R- R ❑Com Iles See the Envelo a Assemblies�mmmm [INI11 ❑ Steel ❑ Steel ❑Not Observable 4 . ❑Not Applicable 303.2, manufacturers instructions and ,_ ..ODo.�. W�.W.m�....� _..... p mplies es 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. 402.2.5, Wall insulation wall tith at least.'h this is a R- R- ❑Complies If See the Envelope pe Assemblies mall ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel []Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: F I g° 0 41' � 1 Apr 16, 2024 1 Hi h Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Ter 3) �m. -p_ _ . Project Title: A18054 Report date: 04/05/24 Data filename: Page 7 of10 Section Verified #� Final Inspection Provisions Complies? Comments/Assumptions & Re ID Value Value .........�... _ .��_ .......�� .�,Plans Verified Field..�.. --ww...... _w_. ........� m, . 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2. ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented... ...._ . .... , _ ... as � ... ._ ....................... m ..w._. .... 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-� ❑Com plies [F13]1 insulation >—R-value of the ❑Does Not adjacent assembly. ❑Not Observable _ []Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = _ ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [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 P OF NF 403.3.4 � Duct tightness...,.�..._,.,_� ..__. — ._ _ handier enclosure. 403. Duct ti 0 ft2 across the system or ft2 - ft2._.. cfm/1� � ghtness test result of<-4 .�mw�mw_mw Wcfm/100 ,cfm/100 ❑Com Ni - cfm/ Y es * <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ❑ vab tests,verification may need to ❑ t A g g Inspection. 403.3.2.1 Air handler leakage designated- � � � � � ❑ _.. - .. . occur Burin Framing Ins ecti Compl ....._ ^�, [17I24] by manufacturer at<=2%of ❑Does N &9 3 4 design air flow. M� ❑Not Obse 1101N �y 4F 33.1.1 ,.,.mn..installed fo blotter of thermostats r ❑pot A litalale om lies � [ ]2primary oes Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 3.1.2 Heat pump thermostat installed ❑Complies [Fl10]2 on heat pumps. []Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable �_� _•___1 High Im act r 3Ter 1) ediurm mpact(Tier 2) ) Project Title: A18054 Report date: 04/05/24 Data filename: Page 8 of10 Section m � nmm s VNerifm.i�e d F�ioel Verified Final PonrovsonsPlaValue V Complies? Comments/Assum ptions & • _I - 403.6.1 All ventilation system ❑Comlies[FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers ... _._. ... _. filers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. _ 403.5.1.1 ,.Heated water circulation .�......„ .......... -o systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- []Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. __. �d ..... ...., ... ............._...... 14035.2 _. _........ Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to<= 104 F, ry ..,. p .. _m _.. _._._.. �4FI3 ]4 tested in water er eat ree e units � ...... ❑Com lies ._....._ z with CSA []Does N B55.1. Potable water-side 0 NN pressure loss of drain water heat recovery units<3 psi for ab] individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units< 2 psi for OJO 3 4 Z showers. to three or more corm c �� _m... 404.1 0%or more ofpermanent_...._._............._m individual ❑Complies A r 16, 2024 [F16]1 fixtures have high efficacy lamps. []Does Not p ❑Not Observable 404.1.1 no llYontinuou lighting s light.s..have .......Wn ....... s w,.._. ..... ... .. .. ❑Not Applicable gas ❑Complies ❑Does Not ❑Not Observable [Not Applicable _..e,Complian ,, ._�. . �� ., ,m ....,,,,,,....n �,, -............ 401.3 Compliance certificate �..... rtificate posted. ❑Complies [F17]2 ❑Does Not [-]Not Observable ❑Not Applicable 1H1 h Im act[fier 1) 2 Medium Im aCt[Tierw2)mwW �..3.. mm-...._..... g p p Low Im._._pact[Tler 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 9 of10 p ..o s Value Valu Plans Verified Field Verified Complies? Comments/Assumptions Section e & Red ID Final Inspection Provision mmmm - 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: O V1 Sqq/ C7 CO 4 1 "' Apr 16, 2024 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 10 of10 20118 IECC Energy Efficiency, MUMEMMEMEMIMEMERM Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): MMEMEMEMMIMMEMMI= Window 0.30 0.28 Door 0.33 0.28 . II V Heating System: Cooling System:. Water Heater: Name: Date: Comments N 80 W. 08 4 •,N k Apr 16, 2024 � k _ ...� ... J¢ _Referenaa o tional .. .m...,MA24076APIX(]N-16054^Y..�RRlss ATTIC ...-..�...�..._ m��_ ..M.........__.._. � � .. )(l. _ .. .... 5-10-4 ... 4:R 12 4- -2 5-10-4 ,....... ....... CP 1 G 0 9dY 13$ 5-1od .1-2 {.... _ 141 ._ I_. ...... Scale=1:392 6 45 w,rt 7g 16 . ., 17 7.00 12 3 9 15 18 8 0 D .,,�, 10 2 1 _ ...- �: r'1 I.' J 14 1,3 12 l ... _ a f7 6-1f�% A. e. 'SCO-pw0 _, 14-1 12 a. 20�I 5 417+1_ ,.,,_ ... ._,.m._ 4�N�� ..�......... 4 f 2.: _. � �S 9M7 4 ING 0.0 TCLL(rro g)s23.1120.0 - - Lumber Grip D 1.15 _ BC 0.21 Vert CT -0.06 1 �� - SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d Snow Plate Grip DOL 1.15 TC D.21 VeR(LL) 0.06 12 >999 240 TCDL 15.0 Vert(CT) D-12 >999 180 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCLL10 0 Code IRC2018/TPI2014 MatrixS Attic 1989 360 CDLL.,,,,,.�m _... _..... - _.. . .. _ 0.05 13 14 .. .. LUMBER- BRACING- TOP CHORD 2x6 SPF/SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. T2:2x4 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SPF/SP No.2 WEBS 2x4 SPF/SP No.2 REACTIONS. (lb/size) 2=56710-3-8 (min.0-1-8),13=288/0-7-0 (min.0-1-8),10=567/0-3-8 (min.0-1-8) Max Horz 2=140(LC 15) Max Uplift2=-183(LC 16),13=92(LC 16),10=183(LC 16) Max Grav 2=607(LC 22),13=488(LC 27),10=606(LC 23) FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=S54178,3-15�437/85,3-16=rt90/156,4-16=-4241164,8-17=-419/164, 9-17=-485/156,9-18=440/85,10-18=555178 BOT CHORD 2-14=0/405,13-14=0/398,12-13=0/398,10-12=0/397 WEBS 4-8=-2 9 911 5 2,3-14=-253/130,9-12=-256/130 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=253/130/0/0,4=299/152/12/0,5=111/38/55/0,6=68/46/53/0,7=1 0 913 9/53/0,8=299/152/12/0,9=256/130/0/0,12=256/130/0/0,13=0/398/297/0,14=2531130/0/0 NOTES- 1)Unbalanced root live,loads_have,been considered for this design. 2)Wind:ASCE 7-16;Vutt=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf,,BCDL=6.Opsf;h=35ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 10-0-11,Exterior(2R)10-0-11 to 13-0-11, Interior(1)13-0-11 to 20-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr=20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1,0;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other five bads. 6)Aft additional member connections shall be provided by others for forces as indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �y 8)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i 1f between the bottom chord and any other members. 80 9)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 1 11)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,13,and 10.This can 'on CI uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and r re standard ANSVTPI 1. 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard / w t Mar 12, 2024 Job N:NIIA240Ai Truss ID:&d q. Standard Peak Connection Flip Rail Connections Compression= GR lbs Tension= 39 lbs Tension= i%T Ibs Shear= Iss lbs Shear= 53 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0.131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails A. 2 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 1 0.148"x 3"Nails A, 1 0,131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With A- 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails FUE_TQ R6L Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0.131"x 3"Nails (7t) ils C. 1 0,162"x 3"Nails eComp �5 fbs No Gusset Strap Across Ridge With Simps naCS20 He n Tension =n tC'VI 8'bs H2,6T "'^-... Strap and One Of the Following Each End LTP4 Attach LTP4 and H25T To One S FUP TO FLIP A. 1 0.148"x 2-1/2"Nails OR B- '1. 0.162"x 2-1/2"Nails 5 A8 x 3"Toe-Screws Collar Tie Connection Compression= "N 2 s5 lbs Gusset Connection Minimum Gusset Width=12" Tension= 1512 lbs Top Chord Attach Collar Tie to Top Chord with One (1)Ply 7/16"24/16 APA OSB Both Sides _.� Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Following A. 4 0,131"x 3"Nails A,. 0 0,131"x 3"Nails ,.✓'" B. 3 0.148"x 3"Nails B. 0 0.148"x 3"Nalls 'C•. C. 3 0,162"x 3"Nails " G 0 0.162"x 3"Nails Alternate Collar Tie Connection D- 0 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= iN lbs Bottom Chord Shear= 0 lbs (1)Ply 7/16"24/16 APA OSB Both Sides Lap 7116"24/16 APA OSB Across Gap and A. 8 01 131"x 3"Nails Attach Each Truss Chord With B. 6 0.148"x 3"Nails A. 0 0.131"x 3"Nails C. 6 0.162"x 3"Nails B.. 0 0.148"x 3"Nails D. 11 7/16"x 1-1/2"x 16 Gage Staple C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 A8 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 256 lbs Tension- 398 Ibs Tension= 130 lbs Lap 23/32"48/24 APA Sheathing Across Marriage line-(2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One OFThe Following A. 6 0.131"x 3"Nails Compression Option l-Block B. 5 0.148"x 3"Nails A. 3 0.131"x 3"Nails C. 4 0.162"x 3"Nails B 3 0.148"x 3"Nails -" Strap Across Marriage Line With one Of The Following Each End C. 2 0.162"x 3"Nails Option 1 CS20 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A. 7 0„131"x 2-1/2"Nails Nails(or Toe-Nails)Minimum B. 6 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS16 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nalls)Minlmum A. 7 0.148"x 2-1/2"Nails Option 2-No Block B. 6 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0-131"x 3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 C520 Strap with One Of the Following Each End A. 3 0.131"x 2-1/2"Nails B. 2 0.148"x 2-1/2"Nails Opton 2 LTSA18Strap With Each End A. 2 0.148"2-1/2" �f Option 3 H8 Twist Strap With Each End n Y��+r A. 1 0.148" 1-1/2" 42,' � JESS Ii Mar 12, 2024 m ...,,,�., �Tru-SSTlyffiepfy�� MA24076 APEX QN 18054--Y R2 ATTIC 1 1 ....m._,.._...__.�...�.,...m._. �.......... e_....,...__ _. ._. ...9 RBC foCe A,9w0nra N-10 tN 4 ti0 f 7 O fN_ f1 1 1 14-0 0 14 1 0 .104 _ . .. ... i .. -I;1 ,. 4-10-4 Scale=1:31.0 5 T'2,µ .,, . T2 6 3 4 � 7 7.00 F12 14 15 11 104w 4 143-4 14.47 tG .... .. ........m......._ 4404 LOADING(Psf)� TCLL(roof) 20.0 SPACING- 14-0 CSI. DEFL. In (loc) Ildefl L/d Snow(roof) 23.1/ 0.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.23 10-11 >703 240 TCDL 15.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.31 10-11 >536 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCOL 10 0' Code IRC2018/TPI2014 MatrixS L.__._. ...... UMBER- BRACING- TOP CHORD 2x4 SPF/SP No.2*Except* TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puriins. T1:2x6 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 9-M oc bracing. BOT CHORD 2x10 SPF/SP No.2 WEBS 2x4 SPF/SP No.2 REACTIONS. (lb/size) 2=489/0-M (min.0-1-8).8=489/0-3-8 (min.0-1-0) Max Horz 2=101(LC 15) Max Uplift 2=-1 84(LC 16),8=-184(LC 16) Max Grav,2=543(LC 22),6=543(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-291/184,7-10=-292/184 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)l Maximum Moment(lb-in) 3=291/184/0/0,4=99/39/49/0,5=62/45/48/0,6=100/38/50/0,7=2 92/1 8410/0,10=292/184/010,11=291/184/010 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=14ft;eave=4ft;Cat.II;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 6-11-5,Exterior(2R)6-11-5 to 9-115. Interior(1)9-11-5 to 14-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr-20.0 psf(roof LL:Lunn DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1 A 0 4)Unbalanced snow bads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All additional member connections shall be provided by others for forces as indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift only and does not consider lateral forces. bFr 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and references W a standard ANSI/TPI 1. � 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard " 89342w V Mar 12, 2024 Job A:VbtA:24076 Truss ID:RZ Standard Peak Connection Flip Rail Connections m,,,,,,,,,,,,,,,,,,,„ Compression= iYuS1N Ibs Tension= ?+"'h Ihs Tension= 45 Ibs Shear= 50 Ibs Shear= 48 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0..131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0,148"x 3"Nails .. Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails A. 1 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 1. 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7115"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails R:9'iP Ltd L Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0,131"x 3"Nails B. 1 0.148"x 3"Nails Heel Connection C. 1 0,162"x 3"Nails Comp ressionpression= ��?��„faD Ibs No Gusset Strap Across Ridge With Simpson C520 Tension= 2510 Ibs 1-125T Strap and One Of the Following Each End LTP4 Attach LTP4 and H25T To One S M-MAIP A. 1 0.148"x 2-1/2"Nails OR B. 1 0„162"x 2-1/2"Nails 2 $18 x 3"Toe-Screws Collar Tie Connection o„.............................I Compression= au ms Gusset Connection Minimum Gusset Width=12" Tension= 0 Ibs Top Chord Attach Collar Tie to Top Chord with One (1)Ply 7/16"24/16 APA OSB Both Sides Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Following A. 0 0.1 "x 3"Nails �.. A. 0 0.148"x 3"Nails B. 0 0.14848"x 3"Nails B. 0 0.148'x 3"Nails C. 0 0.162"x 3"Nails C. 0 0.162"x 3"Nails Alternate Collar Tie Connection D. 0 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= a Ibs (1)Ply 7/16"24/16 APA OSB Both sides Lap 7/16"24/16 APA OSB Across Gap and A.. 4 0.131"x 3"Nails Attach Each Truss Chord With B. 3 0.148"x 3"Nails A. 0 0.131"x 3"Nails C, 3 0.162"x 3"Nails 8, 0 0.148"x 3"Nails �i. D, 5 7116"x 1-1/2"x 16 Gage Staple C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 48 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 232 Ibs Tension= rtn Ihs Tension= 184 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One Of The Following A. 0 0.131"x 3"Nails Compression Option 1-Block B. 0 0.148"x 3"Nails A. 4 0.131"x 3"Nails C. 0 0.162"x 3"Nails B. 3 0.148"x 3"Nails Strap Across Marriage Line With one Of The Following Each End C. 3 0.162"x 3"Nails Option 1 CS20 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A... 0 0.131"x 2-1/2"Nails Nails(or Toe-Nails)Minimum B. 0 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS16 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nalls)Minlmum A. 0 0.148"x 2-1/2"Nails Option 2-No Block B. 0 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0.131"x 3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 C520 Strap wfth One Of the Following Each End A. 3 0.131"x 2-1/2"Nails B. 3 0.148"x 2-1/2"Nails Option 2 LTSA18 Strap With Each End A, 3 0.148"2-1/2" p� Option 3 HB Twist Strap With Each End b A. 2 0.148" 1-1/2" q- 08 34 " I Mar 12, 2024 80 CIO 0 934 APEX HOMES OF PA LLC 7172 ROUTE 522,MIDDLEBURG,PA 17842 Apr 16, 2024 PHONE: 1-800-326-9524 * FAX: 1-570-837-2346 Electrical Load Calculation Ref Article 220-82 N.E.C.) Date ; 4/5/2024 Mfg: Apex Homes of PA LLC By . Ken Dieffenbach Model: QN-18054 2048 CustoLn 2 Stott Air Conditioning(100%) Watts or Volt-Amps Central Electric Space Heating ( x.65)* N/A Less than 4 separately controlled space ( x.65) N/A heating units 4 or more separately controlled space ( x.40) N/A heating units *Use the larger of the air-conditioning load or the diversified demand of the heating load Watts of Circuit Wire Volt-Amps Ampacity Size Other Loads: General Lighting: ( 20 x 58.5 = 1,170 x 1 = 1,170 x 3 = 3.510 15 14/2 War -(Projections) 14 x 30 = 420 x 1 = 420 x 3 )= 1.260 15 14/2 w/ar -(Projections) 0 x 0 = 0 x 1 = O x 3 = 0 15 14/2 w/or -(Projections) 0 x 0 = 0 x 1 = 0 x 4 )= 0 15 14/2 War Small Appliances ( 2 x 1500) 31000 2Q( 12/2 w/ar Laundry (1500 watts) 1,500 20 12/2 w/gr Dryer 51000 30 1013 w/ar Water Heater 4,500 25 10/2 w/gr Range(use nameplate rating) 8.000 40 8/3 w/gr Dishwasher 1,400 20 12/2 w/gr Subtotal: 28,170 First 10 KW of loads @ 100% -10,000 Remainder of loads @ 40% 18,170 x 0.4 7.268 A/C Heating Load Total Calculated Load 17,268 Required Service Size= 17,2681240 72 Amps Installed Panel Size= 200 Amos NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) <Insert authority having jurisdiction Logo here> TO: <Insert the name of the authority having jurisdiction here> OWNER OF PROPERTY: BaEx Altman/Amos-Ramano SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): Q rshama ue Ave Southold NY PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ® New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ® Truss Type Construction (TT) ® Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner F1 Owner's Representative DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERTJ. RODRIGUEZ TELEPHONE:(51 B)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV August 2, 2022 Mr. Kyle Nornhold Apex Homes, Inc. 7172 Route 522 Middleburg, PA 17842 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1168-2022-075 PREVIOUS APPROVAL NUMBER: M1168-2020-042 Dear Mr. Nornhold: In reference to your written application for approval received June 17, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M1168-2022-075 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 2, 2024, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval.The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to 5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located, in regions halAlg a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and a�l. Exposure Category: B, C (standard) or D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 2, 2022 under Systems number M1168-2022-075." Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction".Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"DO, D1 &D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 111 finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails,lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailing me at: donaid.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr., AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 S.C.T.M.# DISTRICT 1000 SECTION 56 BLOCK 2 LOT 19 #R-23-1184 DWELLING LUE TFILTERTW-4 FFL 24.0 4�SDR 35 CH 1wir-T GRADE 22.5 GRADE 22.3 GRADE S%MAX Gk"22.0 -. INV20 - X INV20.2 INV20,8 4"SDR 35 INV20,5 NV24,1 PITCH 1I4"IF7 P4 SDfrCHR LEACHING - CHING 35 A117=+1IId POOL d� I=) 11�i1�1L ® 1 EL IS:2 EL 15,2 - EL4.4 SANITARY INVERTS HIGHEST EXPECT.GROUND WATER EL 1.0 GI.19v .00 1NA)L 3 E 0� 11 W Of ` .�' .a` :- •ram °.� ` ` "` e`, I cD � Fr WV v- 7RAtN , I j ..w I w U .. Imo_ ' I 3 m p ,. I SANITARY DESIGN BY: - ' s1,22 RICHARD M.MATO AAA_ ': '•£W' I PO BOX 22&T f, AOUEBOGUE NY 11931 w I PHONE:(631)523.5879 EMAIL:RMATOARCHITECT@GMAIL.COM SKY PLANE DETAIL 0 '_. �`�' I o W f� MDGE FLOS-15) "0 LOT 4 U; L $ •. I , . I RICRARD M.MATO A.I.A.NYS LISC4041W aB T:L ? A OPOSED DRIVEVIlAY TP 4 AN400 _ „ „ I I amLnc AnN e- wc.�L�c=noE• �.� It QI xwrzasxrs �a G�Do FxS mneeev smessml rm=3-m<vs AVERAGE GLAD: 23CH40PVCVEMt EL 22.0 ELECTRICANDAIRSUPPLYHOSETiIiPh'SA` T 1"�y I lnL=ioln' tamc¢> s G,O EL(225) rlgN sNk L(22-53 •'',� �' I Z mErs EtlIFXNIGPoc.Iml6 rcfF P37,AP41AiR 1a1!UT+ - - ELECTRIC.. U 1�0 awrtxrrnDlEs ;a— 1NEDMSI6WH!NLNtDAY-a]0lF1FATT.Yl DE SaiNt'JIJfYOVMMlIfOIfY}, 25TYY -�D.- _b' �'�-.t I IwGvreA Arrtrr Rw rcawsroTErAIDLrmwmrrxNxurr�.Lm,u wnn nc wlx€ ELEV.21.6 LOr 3 A ^ ; # 1,EiIWTfLIfP5UL0f IblNLfJUUFAiIf_MESS[GIfA XAWiJ'OTQI}ED.IIL%E DR BR 12 oL , LAND N/F OF 5) srwov owN LOAM GRACE LEWIS ,DRY BROWN VACANT 150' wFu DRY ; SM LOAMY SAND 1.5' \"/ {` - ° �Wa - I PALE `•.I BROWN g i POLYLOK 2r SAFETY SCREEN �•Y MEDIUM PART110,3008-SS �>' SP SAND NAhIiW.-HOPE - t � INSTALL IN EACH ACCESS - GRAVEL J i HANDLE FDH EA,SYREIIOVAL PORT UNDER H)CAVER - - Ir�/'1. 14.3' EL(225) _= lIdside EL(22.5) OF SAFETY SCREEN_ I cai� 2TURTINSIDE NO WATER M = T W RISER -17 O O I �,•�.0 RJR,,,, yaws JULY L.2Q23 _ m .•' YaDO�GR IkK K.WOYCHUK LS O i I I TUFF-TITS EFFLUENIT WATT nGk(T FLEXIBLE FILTER EFL JOINT SEAL. OUTLET TO 7 2 HYOROACTION PUMP TANK fxaTND aArxo 2 STK. I -rur Trre TB4 _y , . STK 001 T BAFFLE PVC SDR 35 — - 11 �x7 76' 6 TUF-TITS SD-4 ----. HYDROA«'ilOU AN-550 SIDEWALL S3O 201 10 VY LOT 5 SOLIDS DEFLECTOR S LAND N/F of EFFLUENT FILTER GRACE LEWIS KITS VACANT ISO' � r e H aa74d HYDROA ION AN-400 ,.,.=ul + •° '� '• -- - DRAINAGE CALCULATIONS: - c�+4'� - s = a 25tt WiELLING:I19050 FT. ,ss><nv--.`# ♦-.. •MIN W!_ ._ 1,390a G166+f31d REWIRED L ® ® ® - 4'�' IL9OWai DEEPOftV L-P fPROVIDED Rn on fm ® 2m ® _ -. u=an ,ram=ee i em Ply ®®® 2'MNABOVE - 1 es E5 E5 as OUTLET_.--_ MAX GROSS FLOOR AREA ., ® ® Ea 9m 2100 SF.-(12.5%x 5569)=2796 S.F. PRLPOSFD 25tt pSELIG,aA:L390 Ste.f 2�TRI1 S.F. ' �• zr� - LEACHING POOL 9.VnE REDO NON-CONFORMING LOT ,�,�8a 'LEANOUT DETAIL "S m PRIMARY FRONT YARDD35'MIN SECONRONT YARD YO'MIN REVISED 03-25-24 DISTRIBUTION BOX SIDEYARD 10'MIN any ` c- DwEwNDe.ECTRIULPANEL REVISED 12-23-23 THE WATER SUPPLY, E rR nELD 10 AND CESSPODt _ UPDATE ROADWAY 10-15-23 ANDLOCAOIR DATDf�TAWED�AQH L7BSERVADdJS I REVISED 09-20-23 -- _ NAVD88 A( A-M569,54 SO.FT. or 0.36 ACRES ELEVATION DATUM: - - - UVAUIHOMM ALTERARGIV OR ADOVON TO ZIV S SWWY 6 A VIOLATION OF 9ECnaN=9 CIF THE NEW KWK STATE ED(ACI RoV LAW, COPIES W IMS S/FVEY MAP NOT REARM 71C LAND SURVEYOR'S E7B0.SSED SEAL SHALL NOT BE CQIM00 70 DE A VALO 11.COPY, GUARANTEES IVDICAMD/EJPEON STALL FUN DALY TO THE PERSLIV FOR WOW THE SURVEY IS PREPARED AND ON INS BEHALF TO W FILE CaWPANY,OOVETrTMENTAL AGENCY ALV LENDING INS77TURON G. j uwar IW 0 /ERLYW,AND TO INS ASSIGNEES OIL THE M LOOM IASRT rY LINES GUARANTEES FIVERS ARE NOT TARE FWA S {I � 7NE OFFSETS AS DAIV19'GWS SMOMN MAEgV fAQll l7E PROPERTY ONES i0 FIVE STRUCTUAIES ARE fpP A Si°EpE/C PUFP0.ff AND USE THEIPk}YiPE iTIY ARE • NOT MNENDED TV AEQYUAEHT DE PROPERrY LOVES OR TO GUCE VC ERECTKW OIL FENCES,ADOIRCIVAL STRUCILRES OR AND OF19F MNROVEIITEIFIS EAsaAv4rs -_- - ANDICR SJMRFACE SIRUCAAMES RWaRV D OR UYRECpSDED ARE NOT dIA MMM UNLESS PNVSICALLY EWDMT ON THE Fwwls AT Tw I&E OIL WRWY 6411 ,1 EORYEYL1E: LOT 4 CERnnED TO;JOSEPH ROMANO: ASHLEY RO}�0, 63 NAP OF: BEIXEDON ESTATES OLD REPUBLIC TITLE INSURANCE CO.. PLED-- MARCH 16, 1946 No.1472 � _� _ IL SITUATED AT: SOUTHOLD f PANEL +_ --- jMg TowN OF. SOUTHOLD � Ra PLLC SUFFOLK COUNTY, NEW YORK „-' and 17 _ P.O. Box 153 Aquebogue, New York 11931 FILE t<223-22 SCALD 1"=20' DATE:APRIL 27, 202 N.Y.s LLSG No. oL50eB2 ' (68L)oee-tees FAX 211e-Lees S.C.T.M.# DISTRICT 1000 SECTION 56 BLOCK 2 LOT 19 #R-23.1184 3 DWELLING - UET FILTER TW-4 S--N F0 K COUNI, D= -- -O- HEAL�H Suvv_cm FFL 24.0 eSOR 35 PERMIT Fb'PP;Zi5 1=C_OoSTRUCTiOw FOR, -- TTCH`WIFT . FAN ONLY Y GRADE 22.5 GRADE 22.3 �-- ` �� `��_ _ '. TO 2 gg GRADE 5%MAX_ GRADE 22.0 CdQ h DUST NV20.2 INV20.84'SDR 35 I1N6N20'6 . BOX NV80.1 ACHING _A3 E 1011�02 €- _� . €u;, R-23-1184 c PITCH I/4"IFT - 8'Ox1 GDEEP c PT-ITCH1d8',"FT LE POOL I= - F - a [ EL 15:2 _._ EL 152 EL4.4 �P. E e I��f E e��. FROM ,.I�,�I='�`�= ti-`�E=.c I HIGHEST EXPECT GROUND WATER EL 1.0 _-- SANITARY INVERTS es'gn Prorj>_sional_Cert f at on Required, � v1 �Ct - - . C1-19A 1 use: r ww-1 =.' UPi ar ¥ �� 013 L„ 33'Rt V--i 0 ;T 'WV FAIN Z 3 EL198 r _ 0 Ln I W = GUY a STK. `P' 'Y 01', I 3 SANITARY DESIGN BY: .O RICHARD M.MATO A-I.A. .,_ (7 PO BOX2284 W AGUEBOGUE NY 11931 p PHONE:(631)523-5879 O lu EMAIL RMATOARCHITECTQGMAIL.COM WL O 3-. : O LP € T1 LOT 4 = W.V. LOT 3 LAND N/F OF ETA D I RICHARD M,� A s GRACE LEWIS Da ` I VACANT 150' PRO 01ttIVEYzIRY J�FY�F P M�P cPhE �� _ I� � �answmawua�rus s»�wMw 1. - RmosnsEfmssvffosa�SVG 25CH AO PVC VENT I ! •'` -. j mN"rsv�+r>,N«m+ao>mE.rn ELECTRIC AND AIRSISTkYNDSE TO MT. 1 roMN;�Pao.aoiEVPFP EL(225) EL( :aJ Z maP auoVG=ooLemeaPEr CONTROL PANEL AND A,RRAIP = ` ELECTMCSBMCETOCONTRDLPATa • ""' ` P �-t,�A - �- j� f.�omsrsr�slu�cwui=_nuEPafnr aauirEsxax pn-rusPmann�Er�E 2 STY Lam' z.�rLx2r�aErnmaoiwnrtxxx carnn. nrrNrewxrxvaPmtt�role 4NlHPrHOFOICTE:dlS I3La'NCr S� � tF � � L.RNfE.i AMR_fIWTEJX51ulEMFILRG"O•.U'KSIUIEUV:F+,OVRPLHRNhE U.6 .�.T. � °6 nE AsrtPo-_swu¢PrmTax+wuEarssoxnuu Puxunfavw�onu ELEV.27.6 4 D - �. �u.E=ruENrn-msw-a fcrsz�rwmnE Rassmvin xLwa.rormicn>ti ix OL DR BROWN SANDY LOAMBROT DRY a �. LOAMY SAND. I-S - Q1 L/ PALE I ' POLYLOK 2/SAFET Y SCREEN BOWN PARTNO-358 MEDILRA MATERIAL-�SP SAND M NSTALLNEACCESS& I HWIpE FOREASY REMOVAL PORT UNDER NO COVER GRAVEL OF SAFETY SCREEN 14.3' Z � d'9 o Rw runt"a• NO WATER T - —17 N g ammm[Pr"c Ei yy - 8 K.WOYCHl1K IS O IF * TUF-TITEteFFlJ1P WA'TEATIGTII`FLEXIBLE �q1.5 FILTER EFL JOINT SEAL ourLET TO E A - - HYDROACTION PUMP TANK Ts I - '-'z TUF-TITE TEA E� 1 L T-BAFFLE PVs�5 L @ STK _. / •00 TUF-TITE SD-4 _ FiYt}R6ACT12K2 ANS50 SIDEWALL 8302011011 w LOT 5 SOLIDS DEFLECTOR LAND NIF OF EFFLUENT FILTER GRACE LEWIS Nrs VACANT 150' = k - DRAINAGE CALCULATIONS: Ts stlad )-)YDROACT(ON A .�{1D � ars � ' ''� OwELUNO w¢ovEaED Poncres Tme sOFr. �uz_-s-9 rec. >a isrs,a.iss�na wEWmEo T 4' 4`MAX to sou x a•DEEP ORYAFLL�uen PROvroEO A-REd�W.AY:5265.F. as.�ic-rc 5W[fi x'.0.l66=9hf 2'MWJ ABOVE _ .�. Tp enw:z o<EP ExavwELL-asn woulzD ® ® ® ® OUTLET 9YVERI EMS Es en em E51m f _ ® pm ® pm®1115 GROSS FLOOR AREA - _ ® ® ® ®® 2100 S.F.+(12.5%x 5569)=2796 S.F. ' - —_- - NON-CONFORMING LOT riaEr PRTTT�CII aevcm PRIMARY FRONT YARD 35'MIN 118" CTLEANOUT DETAIL LEACHING POOL "¢F SECONDARY FRONT YARD 20'MIN NITS DISTRIBUTION BOX SIDEYARD 10'MIN NTa THE WAn7N SUPPLY, WELL$DRYMELLS AND CESSPOOL - +. UWD.MNG ELEGTPoGL PANEL LocATAaAIs sAroxN ARE FROM FIELD aesERvanONs AND OR DATA OBTAINFO ARCM 07HVM REVISED 09-20-23 NAVD88 yREA.159 r4 SQ.FT. or 0.36 ACRES E>ETAnDNOATUEr _ T ALTL t N TD T1; S A N£XaAT#7fF OF SEOWN 7208 OF THE AE'W IOFNT STATE EDOCATON LAW, COPIES OF 1HIS SVRIEY CONSIDERED TO BE A VALID TRUE CLAY. GUARANTEES/N0161/ED HOWIDN SHALL RUN qM.Y TO THE PENbYYV FCP*M 7NE SURVEY/S PREPARED AND.HIS S7YALF TO nE R)EE CNIPANY,00.11111AL AGOICY AND.01./NS"'u"GH LISTED AERECN,AND TO DE AS9'QVEE.R OF THE LOOM M71W W A GUARANM AIM NOT TRANSRAAERE a w THE GVTSETS LN D900M SHOWN AEnEW AAOW DE PRO ERTY LMES TO THE SMWFURES ARE FCW A WEWV PWBPOW AND USE ANEREFOW VE1'ARE 4x�T NOT WI ENM TO NON LO"T AE PROMIrY LIES OR TD GUIDE ITE G ECTEdE Or FUM ADDIMM SAIMIURES OR AND OININ AMVIIN NM 0089NTS AND/OR SUTARFACE STRUCILRES REL'L WM OR UIRECLYPOED AW NOT OUARANIEW IA1LE'S PHYSICALLY ENDENT ON AE MUMS AT 11E TWE Cr SURVEY suRVEY oF: LOT 4 CERTIFlED (Y JOSEPH ROMANO ASHLEY ROMANO; 6411 6qn MAP OR BEIXEDON ESTATES OLD REPUBLIC TITLE INSURANCE CO.; J Flea: MARCH 16, 1946 No.1472 CPAN�L stuAT[n AT: SOUTHOLD - - A � Toym or. SOUTHOLD 40. TT 1 iAftIS G, I SUFFUXK COUNTY, NEW PORK _ Prafeastana LAnd Surwaying and Damigsk P.O. Boz 153 Agmbogue. New York 11931 FLUE 0 223-22 SCALE:1"=20' DATA APRIL 27, 2023 NYS Lm Na 05ON2 rLrotis(WIL)IMS-16M FAX(081)as-Tees 2020 NEW YORK S7A7E SYSTEM DRAWDNGS UILDER: BARRY ALTMAN LOCAL WSPE ON QE GU rRi E�'li1 EM73 TYPICAL A o rR°t MA°TMNS 0HAVIMIG NMM. STME BIJU G CODES ROJECT NAME: AMOS-RAMANO 2048 CUSTOM 2 STORY FLOOD ZONE: FEMA FLOOD MAP: SHEET# DRAWING INDEX REV DATE LAYER SHEET DRAWING INDEX REV DATE LAYER O tOJECT ADDRESS: 70 THOLD,OMAQUE AVE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED IN THE • 2020 RESIDENTIAL CODE OF NEW YORK STATE a SOUTHOLD,NY 1 COVER SHEET 3 13/24 CV 12 OMIT 10/04/19 1SE �,� NO 36103CO158H FACTORY BY THE MANUFACTURER, HAVE NOT BEEN ADD'L= ADDITIONAL At-A2 ELEVATIONS 3/13/24 12A OMIT 10/04/19 1SE • 2017 NATIONAL ELECTRICAL CODE �. V INSPECTED BY THE THIRD PARTY INSPECTION AGENCY, AND AFF= ABOVE FINISHED FLOOR A3-A4 FIRST AND SECOND FLR.FLOORPLANS 3 13 DDITIONAL STRUCTURAL CALCULATIONS PROVIDED BY: / /24 ,ze aM1T 10/04/19 1SE • ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY USE OF `y W AVID BILLINGSLEY PE, GLENCO ARE NOT CERTIFIED BY THE APPROVAL OF THESE SYSTEMS AF= ARC FAULT A5-A6 FIRST AND SECOND FER, ELECTRICALS 3/13/24 12B.1 OMIT 10/04/19 1SE RES-CHECK SOFTWARE AND SHALL SHOW COMPLIANCE w 17 E MAIN ST, MIDDLEBURG,PA 17842 DRAWINGS. CODE COMPLIANCE MUST BE DETERMINED AT AP= ACCESS PANEL A7 GENERAL NOTES 3/13/24 12C OMIT 10/04/19 1SE W Q A8.1-A8.2 FIRST AND SECOND FUR. BRACED WALLS 3/13/24 ,zD aMlr 10/04/19 1sE WITH EITHER THE "ENERGY CONSERVATION CONSTRUCTION CLASSMCA WN THE LOCAL LEVEL: BSMT= BASEMENTs A9 FOUNDATION 3/13/24 12E DORMER DETAILS 10/04/19 ISE CODE OF NEW YORK STATE-2020" OR CHAPTER 11 OF THE BTU= BRITISH THERMAL UNIT 1. FOUNDATION DESIGN AND CONSTRUCTION CB_- CEILING BEAM # A10 CROSS SECTIONS 3/13/24 12E.1 DORMER DETAILS 05 1s 16 RCNYS. PRINT OUT SHALL SHOW ECCCNYS 2020, OR SE GROUP: RESIDENTIAL SINGLE FAMILY 2. CRAWL SPACE OR BASEMENT ACCESS FROM EXTERIOR. CFM= CUBIC FEET PER MINUTE All DWV AND SUPPLY PLUMBING DETAILS 3/13/24 12F TWO STORY CROSS SECTION 10/04/19 ISE RCNYS CHAPTER 11 IN THE TITLE. V o Al2-Al2.3 RAFTER DETAILS 3/13/24 12F.1 OMIT 10/04/19 1SE ^ W s� 3. CONNECTIONS FROM MODULAR UNIT TO THE CLG= CEILING z GENERAL NOTES 01/16/20 4PR 12c PORCH OPTIONS 04/13/18 1SE FOUNDATION. CLG ACC= CEILING ACCESS PANEL 3 OMIT 01/16/20 1Q 12H SECTION DETAILS&CONNECTIONS 08 03 ,6 ISE LABEL EL LOCATIONS CCUPANT LOAD: SINGLE FAMILY y o 4. BASEMENT ELECTRICAL COMPONENTS. CLO= CLOSET 3A OMIT aI/1s/2o 2Q ,zI SECTION DETAILS&CONNECTIONS Io/3I/1e 1SE 0 q 5. FOUNDATION VENTILATION CO= CARBON MONOXIDE DETECTOR 3B OMIT 01/16/20 1Q 12J SECTION DETAILS&CONNECTIONS 05 1s 16 1SE LABEL LOCATIONS: Y ONSTRUCTION TYPE: VB WOOD FRAMED UNPROTECTED 6. INSTALLATION OF RIDGE VENT ATTIC VENTILATION CON= CONNECTION 3c OMIT 01/16/20 10 12K SECTION DETAILS&CONNECTIONS OS 16 16 ISE • DATA PLATE, THIRD PARTY LABEL & STATE 7. INSTALLATION OF FACTORY SUPPLIED GABLE AND EAVE CPVC= CHLORINATED POLYVINYL CHLORIDE 3° OMIT o,/,s/2o 2Q ,u OVERHANG DETAILS 0a/2o/ts LABEL LOCATED UNDER KITCHEN SINK ODEL TYPES: 2-STORY 3E TWO STORY FLOOR PLANS 01/16/20 1Q 12L.3 ROOF OPTIONS 05 1s 16 ISE . THIRD PARTY IN EACH MODULE LOCATED IN OVERHANGS GSMT= CASEMENT 3F TWO STORY FLOOR PLANS 01/16/20 2Q 12L.4 OMIT 06 19 15 MULTIPLE SINGLE FAMILY UNITS MAY BE JOINED TOGETHER TO 8. OPTIONAL METAL ROOFING CT= COUNTERTOP 3G OMIT 04/13/18 1Q 12M OMIT 06 19 15 SECONDARY CLOSET OR OTHER SPECIFIC PLAN FORM A TOWNHOUSE. UNITS REQUIRE ONE OF THE FOLLOWING 9. INSTALLATION OF FACTORY SUPPLIED MATERIALS FOR D= DRYER 3H OMIT 04/13/18 1Q 12M.1 OMIT 06 19 15 DESIGNATED LOCATION. OPTIONS: (1) 2-HOUR SEPARATION WALL; (2) 1-HOUR PORCH AND DECK FLOOR, POSTS, HEADERS, PORCH DBL= DOUBLE 31 OMIT 04/13/18 10 12N OMIT 02 05 20 SEPARATION WALLS. CEILING FINISH AND EXTERIOR RAILING DIA= DIAMETER 31 OMIT 10/31/18 1Q 12N.1 OMIT 02 05 20 THIS IS A PORTION OF THE NEW YORK STATE 10. ACCESS TO GRADE FROM EXTERIOR DOORS DW= DISHWASHER 3K OMIT 10/31/18 1Q 12N.2 OMIT 02 os 20 3L OMIT 10/31/18 10 12N.3 OMIT 02 05 20 SYSTEMS PACKAGE WHICH INCLUDES: TORIES ABOVE FOUNDATION: 2 11. GUTTERS, SPLASH BLOCKS, AND DOWNSPOUTS DWV= DRAIN, WASTE, VENT 3M FLOOR PLAN OPTIONS 01/16/20 4SE 12N.4 OMIT 02 0s 20 • 2020 RCNYS CALCULATIONS MANUAL EIGHT ABOVE FOUNDATION: VARIES DUE TO GRADE, CEILING HEIGHT 12. ANY CONNECTIONS OR MATERIALS DESIGNATED WITHIN EA= EACH 4 1 TYPICAL KITCHEN LAYOUTS 01/16/20 2PR 12N.5 OMIT oz o5 20 • 2020 RCNYS SYSTEM DRAWINGS THIS PLAN SET AS FOLLOWS: EGR= EGRESS 4A TYPICAL BATH LAYOUTS 01/16/20 1PR 12N.6 OMIT 02 Os 20 • QUALITY ASSURANCE MANULAL AND ROOF PITCH, BUT NOT GREATER 121. * - SITE PROVIDED AND INSTALLED CONNECTION ELEC= ELECTRIC 5 TYPICAL FOUNDATION PLAN 01/16/20 ED 12N.7 OMIT Oz 05 20 . INSTALLATION MANUAL THAN 25' MEAN ROOF HEIGHT 12.2. ** - FACTORY SUPPLIED CONNECTOR REQUIRING EXT- EXTERIOR 5A TYPICAL FOUNDATION PLAN (SINGLE WIDE) 01/16/20 ED 12N.8 OMIT 02 05 20 THIS DOCUMENT AND 58 OUNDATION OP ONS JCATION ON LOT: A HOUSE SPECIFIC SITE PLAN SHALL FIELD INSTALLATION F= FAHRENHEIT 04/13/18 ED 12N.9 OMIT 02 05 20 THE SUBJECT MATTER SC FOUNDATION DETAILS 04/13/18 FDB 12N.10 OMIT 02 05 20 CONTAINED HEREIN IS BE PROVIDED WITH EACH INDIVIDUAL 13. FLOOR INSULATION FB_= FLOOR BEAM # 5D.5 FOUNDATION NOTES 04/13/18 BE 120 OMIT 02 05 20 PROPRIETARY AND MAY PERMIT SET 14. HEATING SYSTEM OTHER THAN FACTORY INSTALLED FG-= FLOOR GIRDER # 6 OMIT - 01/22/20 IEV 120.1 OMIT 0619/15 NOT BE REPRODUCED ELECTRIC BASEBOARD OR HOT WATER BASEBOARD FLR= FLOOR 6A OM17 01/22/20 2EV 120.2 OMIT 06 19 15 WITHOUT THE DEMON CR Er�i°pA HEAT. FRMG= FRAMING 6B OMIT 01/22/20 ,EV 12P TYPICAL FRAMING DETAILS 05 1s 16 ISE PERMISSION OF"APEX 15. ELECTRICAL SERVICE FT= FOOT OR FEET 6C OMI1 01/22/20 2EV 12P.1 MULTI-PLY LVL INTERCONNECTION 10/04/19 HOMES OF PA,LLC" NOW LOAD: 30 PG - 32 FT (SEE NOTE BELOW) 16. INSTALLATION OF FACTORY PROVIDED PADDLE FANS GA= GAUGE fiD TYPICnt TWO STORY ELEVATIONS 01/22/20 1EV 12Q.1 TYPICAL PORCH DETAILS 02/05/20 6E TYPICAL TWO STORY ELEVATIONS 01/22/20 2EV 12Q.2 TYPICAL PORCH DETAILS 01/30/20 OOF LIVE LOAD: AND SOME INTERIOR LIGHTS. GFI= GROUND FAULT INTERRUPTER 6F.3 ELEVATION NOTES 10/04/19 1_ 120.3 TYPICAL DECK /PORCH DETAILS 01/30/20 OR BUILDINGS LOCATED IN REGIONS WITH GROUND SNOW LOADS 17. EXTERIOR LIGHT FIXTURE INSTALLATION. GYP= GYPSUM 60 ELEvaTION OPTIONS 04/13/18 12R.1 TYPICAL DECK DETAILS 0I/30/20 0 PSF OR LESS, DESIGNS SHALL BE IN ACCORDANCE WITH 18. SMOKE DETECTORS TEST HB_= HIP BEAM # 6H VkIL-71 JMINUM SIDING DETAILS 10/10/19 12S.1 PORCH FLOOR&DECK CONNECTION CHARTS 02/07/20 19. HOOKUPS FOR FACTORY INSTALLED TV AND PHONE HDR= HEADER 61 1LA-SFTNc DETAILS 08/03/18 ISE 12SAA PORCH FLOOR&DECK CONNECTION CHARTS 02/07/20 HAPTERS 5, 6, & 8. BULIDINGS IN REGIONS WITH GROUND SNOW BOXES. HDWR= HARDWARE 60 1T',J1ING DLTAITs 08/03/18 ISE 12T.1 TYPICAL WALL CORNER FRAMING DETAILS 02/07/20 DADS GREATER THAN 80 PSF SHALL BE DESIGNED IN HT= HEIGHT 6� SLRVED 13 TYPICAL STAIR DETAILS 04/13/18 CCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND ARE 20. COMPLETION OF THE NY ENERGY CERTIFICATE (SEE 6J.1 Ri, 0ED 14.4 INSULATION SCHEDULE 10/29/15 �p�pp D PARTY p�I�CGp ]A�pO� INDIVIDUAL PLAN SUBMITTAL FOR ENERGY CODE INT= INTERIOR bK R c._> En 14A.1 ALTERNATE INSULATION DETAILS 07/01 16 (3ICLUDED IN THE DESIGN SCOPE OF THE 2020 RCNYS + CALCULATIONS FOR ADDITIONAL ITEMS TO BE JB OR JBOX = JUNCTION BOX sK 1 SL WED 148 ROOF INsuLAnoN &VENTILATION DETAILS 07/01/16 z ALCULATIONS MANUAL SUBMITTED AS PART OF THIS APPROVAL. INSPECTED ON-SITE) LBS= POUNDS 6L - oO BOARD AND BATTEN �IDwc DETAILS -8/03/18 - 14C SAMPLE RESCHECKS 08/27/18 21. ON-SITE TRUSS CONNECTIONS LIN= LINEN 7 OM'r 01/22/20 1E 14C.1 SAMPLE RESCHECKS 01/30/20 THIRD PARTY APPROVAL AGENCY: Q DJUSTED GROUND SNOW LOAD: LOC'N= LOCATION' 7A °''" _ oI/z2/2o zE 15 DOOR &WINDOW SCHEDULE 02 07 20 scH 22. UNFINISHED CAPE AREAS. - 7B I 'nil 01/22/20 1E 15.1 DOOR &WINDOW SCHEDULE 04/13/18 T. PFS CORPORATION RC'JND SNOW LOADS SHALL BE ADJUSTED FOR ELEVATION BASED 23. PIPING EXPOSED TO UNCONDITIONED SPACES. LVL = LAMINATED VENEER LUMBER --7c J. -_ 01/22/20 1E 16 OMIT oa 2a 20 421 CENTRAL RD SUITE #2 LU N ;' PSF PER 100 FT ELEVATION ABOVE 1,000 FT ASL. 24. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN MATT= MATERIAL' 7r, " 01/22/20 2E 16.1 OMIT oa 18 16 BLOOMSBURG, PA 17815 o Cn DRAIN AND SUPPLY LINES. MAX.= MAXIMUM 7E two STORY ELECTRICAL PLANS o,/zz/2o 1E n OMIT 10/31/18 PH. 570-784-8396 l OOF DEAD LOAD: 10 PSF 25. VENT EXTENSIONS THROUGH ROOF. MIN.= MINIMUM 7F - TYPIc;,L TwO STORY ELECTRICAL PLANS o,/zz/zo zE 17A OMIT 01/30/20 FAX 570-784-5961 W EILING LIVE LOAD: 10 PSF - 20 PSF 26. BATH AND DRYER EXHAUST DUCT THROUGH CEILING ML= MICRO LAM BEAM 7G.1 ELEcIRICAL INFO AND DETAILS 04/13/18 3E 17B OMIT 01/30/20 TO EXTERIOR. MPH= MILES PER HOUR 7H.z ELECTRICAL NOTES 02/10/20 E nc OMIT 01/3o/zo > 8 OMIT 10/31/18 1H 17D OMIT 01/30/20 STATE APPROVAL: o C/) FILING DEAD LOAD: 10 PSF 27. FIREPLACE, WOOD STOVE AND CHIMNEY INSTALLATION. M/W= MICROWAVE' 8A OMir 10/31/18 1H 17E OMIT 01/30/20 J _OOR LIVE LOAD: 40 PSF - NON SLEEPING AREAS 28. APPLIANCE INSTALLATIONS WHICH MAY INCLUDE BUT NY= NEW YORK 86 OMIT 10/31/18 IH 17E.1 OMIT 05 03 18 m ARE NOT LIMITED TO: O.C.= ON CENTER 8C OMII 10/31/18 1H 17F.1 OMIT OS 03 18 30 PSF - SLEEPING AREAS BD 061'T 10/31/18 1H 18 FASTENING SCHEDULE 10/24/17 0 28.1. RANGE OPT.= OPTIONAL 8E OMIT 10/31/18 1H 18A FASTENING SCHEDULE 02/20/20 r z m _OOR DEAD LOAD: 10 PSF 28.2. REFRIGERATOR OSB= ORIENTED STRAND BOARD aF oM1r 10/31/18 1H 18A ALTERNATE INTERIOR GYPSUM FASTENING 02/20/20 m J o 'IND SPEED: 135 Vult 28.3. WASHER AND DRYER PAN.= PANTRY 8G OMIT 10/31/18 1H 18B.1 ALTERNATE INTERIOR GYPSUM FASTENING 08/20/19 CD LLJ Y 28.4. WATER HEATER PE= PHOTO ELECTRIC 9 OMIT 02/06/20 1HW 189.2 ALTERNATE INTERIOR GYPSUM FASTENING 10/04/19 U LOCAL WEATHER DATA SHALL BE PROVIDED IN INDIVIDUAL PERMIT SPRINKLER REWREVEN ITS PLF= POUNDS PER LINEAR FOOT 9A OMIT 02/06/20 1HW 18C.1 EXTERIOR FASTENING SCHEDULE 05/15/15 = SETS FOR UNITS LOCATED IN SPECIAL WIND REGIONS PLYWD= PLYWOOD 9B OMIT 02/06/20 1HW 19 OMIT 02/10/20 4PR SECTION R313 - AN AUTOMATIC RESIDENTIAL FIRE PROVIDED 9c OMIT 02/06/20 1HW 19A OMIT 02/10/20 4PR Y 'IND EXPOSURE: C PROV'D= ,! w SPRINKLER SYSTEM DESIGNED PER P2904 OR NFPA 13D PSF- 9D - _ o2/os/2o 1HW Ise OMIT 02/10/20 4PR - POUNDS PER SQUARE FOOT 9E OMIT 02/06/20 1HW 19C TWO STORY PRESCRIPTIVE BRACED WALL PLAN 02/10/20 4PR SHALL BE PROVIDED EITHER IN FACTORY OR ON-SITE FOR PECIAL WIND REGIONS: PSI= POUNDS PER SQUARE INCH sF oMlr 02/06/20 1HW 19D.4 BRACED WALL NOTES 02/10/20 4PR � ALL 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES WHEN 'IND SPEEDS FOR HOMES LOCATED IN SPECIAL WIND REGIONS SHALL z= POLYVINYL CHLORIDE PVC 9G OMIT 02/06/20 1HW 19E SPECIAL BRACED WALL FASTENING 01/30/20 4PR Q HOME HAS A HEIGHT OF: o E VERIFIED WITH THE LOCAL CODE OFFICIAL 1. THREE STORIES ABOVE GRADE PLANE QTY= QUANTITY 10 OMI 01/30/20 3H 19F.1 ROOF TO BRACED WALL ATTACHMENT 01/30/20 2. TWO STORIES ABOVE GRADE PLANE AND A RB_= RIDGE BEAM # 10A GMII 01/30/20 3H 19G.1 WIND-BORNE DEBRIS PROTECTION 10 29 15 ALL BRACING: REV.= REVISED OR REVISION 10B OMIT 01/30/20 3H 19H.3 ALTERNATE BRACED WALL METHODS 10 27 16 � HABITABLE ATTIC 10C TYPICAL TWO STORY HVAC LAYOUT 01/30/20 3H 191.1A ALTERNATE BRACED WALL METHODS 01/30/20 RESCRIPTIVE WALL BRACING IS LIMITED TO WIND SPEEDS OF LESS REQ.= REQUIREDO 3. TWO STORIES ON AN OUT OF GRADE FOUNDATION IOD HVAC SECTIONS AND DETAILS 10/31/18 3H 191.iB BRACED WALL HOLD DOWN REQUIREMENTS 06 19 15 � HAN 140 MPH ULTIMATE DESIGN WIND SPEED IN ACCORDANCE WITH RM= ROOM 10E HVAC ISOMETRIC&NOTES 01/30 20 0 WHERE THE FIRST STORY FINISHED FLOOR IS 6' / 3H Q ABLE R602.10.3(1). DESIGNS FOR WIND SPEEDS OF LESS THAN 140 RO= ROUGH OPENING 1OF TYPICAL HEAT LOSS CALCULATIONS 08/20/19 3H L; OR MORE ABOVE GRADE PLANE. F- PH EXPOSURE D SHALL BE SUBMITTED ON AN INDIVIDUAL MODEL EXCEPTION: WHERE AN OPEN FOUNDATION IS DESIGNED IN SAN= SANITARY 10F.1 TYPICAL HEAT Loss CALCULATIONS 08/20/19 3H < PPROVAL BASIS. WALL LINES THAT DO NOT MEET PRESCRIPTIVE FLOOD HAZARD AREAS, THE OPEN FOUNDATION SHALL SD= SMOKE DETECTOR 10G TYPICAL HEAT LOSS CALCULATIONS 08/20/19 3H a0 `- RACED WALL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE NOT BE CONSIDERED A STORY SO LONG AS THAT AREA IS SECT= SECTION 10H TYPICAL HEAT LOSS CALCULATIONS 08/20/1s 3H 101 M'SCELLANEOUS MECHANICAL NOTES 02/06/20 3H < N m O 'ITH ACCEPTED ENGINEERING PRACTICE. NOT USED FOR STORAGE OF COMBUSTIBLE MATERIALS. S.F.= SQUARE FOOT / FEET 10j MISCELLANEOUS MECHANICAL DETAILS 08/20/19 3H Warning: It is a violation of the NYS Education Law 0 Z z V - REQUIRED COMPLIANCE SIGN GENERAL �0�� SGL= SINGLE 11 OWIT - 12 1a 16 1Pu Article 145 for any person,unless he is acting under w SHGC= SOLAR HEAT GAIN COEFFICIENT 11A OMIT 02/06/20 1PL the direction of a licensed Professional Engineer,to > FR ON-SITE BY THE BUILDER 1, ALL CODE SECTION REFERENCES LISTED IN THIS PLAN SET 1,B OMIT 10/10/19 Pu g Li o REFERENCE THE RESIDENTIAL CODE OF NYS UNLESS INDICATED SHTG= SHEATHINGalter this item in an way, OTHERWISE. S/L = SHIP LOOSE' 11D OMIT oz/os/zo 1PL SPF= SPRUCE PINE FIR 11D TYPICAL TWO STORY DWV PLUMBING SCHEMATIC 12/14,h6 1PU FILE: EISMIC DESIGN CATEGORY: 2. FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET OF I1E TYPICAL TWO STORY SUPPLY PLUMBING SCHEMATIC 02/06/20 IPL RYAN W BORING PE DRAWINGS, PLEASE REFER TO THE QUALITY ASSURANCE MANUAL. SUPP= SUPPLY 11F PLUMBING DETAILS 02/06/20 1Pu PO BOX 2941 ELKA B - 0.167g < SDs < 0.33g 3. THESE DRAWINGS ARE THE PROPERTY OF THE MANUFACTURER SYP= SOUTHERN YELLOW PINE 11G PLUMBING DETAILS 06 19 15 1PL 574-575-4872 SQ.FT.: AND SHALL NOT BE REPRODUCED OR COPIED WITHOUT TEMP= TEMPERATURE 1tH.t PLunelNc NOTES oI/3o/2o PLM TOTAL SHEETS INCLUDED 159 0 AUTHORIZATION. T&G= TONGUE & GROOVE 5� 5� �p ENERGY TESTING AGENCY: EXPEDIANT ENVIRONMENTAL SOLUTIONS LLC STATE: RESCRIPTIVE WALL BRACING DESIGNS FOR SEISMIC DESIGN 4. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR TRPL= TRIPLE ��° (, u E9 u �U�� Q(,��° 3657 ALBANY POST ROAD G ATEGORY REGIONS Do SHALL BE SUBMITTED ON AN INDIVIDUAL DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES TRTD= TREATED ° POUGHKEEPSIE,NY 12601 845-229-1437 TYPE: ODEL APPROVAL BASIS. SUPERSEDE ANY SUCH REFERENCE. ETIE 1�0u1 PLE I1 �N 5. ALL NOTES WITH REFERENCE TO "IN FIELD", "ON SITE", OR "BY TYP= TYPICAL D ITE CLASS: D BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE W= WASHER GENERAL CONTRACTOR. W.I.C.= WALK IN CLOSET ALL MATEIIIALS FOR THE FOUNDATION, INCLUDING SUPPORT COLUMNS AND CONNECTIONS, FIRE PROTECTION SYSTEM (CO LIMATE ZONES: 4 6. BLOWER DOOR TESTING SHALL BE COMPLETED BY AN APPROVED W/= WITH DETECTOR'%SMOKE DETECTORS ETC.) (IDENTIFIED ON PLAN), ON-SITE TILE, INSULATION AND AIR SEALING OF CEILING ACCESS PANELS, * = D AWING: LOOD AREAS: 3RD PARTY ON SITE AFTER THE COMPLETION OF THE MODULE W/D= WASHER/DRYER EXTENSIONS OF VENTS THROUGH THE ROOF, FIELD INSTALLED HANDRAILS, ON-SITE ROOF CONNECTIONS LISTED ON PAGE A1.13-A1.14 OF WP= WATERPROOF 89 3 4 2 VER ASE FLOOD ELEVATIONS FOR HOMES LOCATED IN FLOOD AREAS SET IN ACCORDANCE WITH ASTM E 779 OR ASTM 3 1827 IN PERMIT SET, RODENT PROOFING, COMPLETION OF SHINGLES ON ROOF AFTER ROOF IS RAISED, GUTTERS AND DOWN SPOUTS, RIDGE VENT v COMPLIANCE WITH N1102.4.1.2. A WRITTEN REPORT OF THE COMPLETICN, GABLE END SIDING, SOFFIT INSTALLATION, INTERCONNECTION OF MODULAR UNITS TO EACH OTHER AND THE O.S. 1ST FLOOR, /� ET HALL BE DETERMINED USING FEMA FLOOD MAPS AND SHALL BE TESTING RESULTS SHALL BE PROVIDED TO THE LOCAL CODE INTERCOWECTION OF WIRES, ALL SUPPLIES AND DRAINS BELOW THE FLOOR JOISTS, INSTALLATION OF ALL GAS LINES, ELECTRICAL PANEL AR�F - S SHEET: IO�P� ERIFIED BY ELEVATION CERTIFICATES OR VERIFIED BY THE LOCAL OFFICIAL. A COPY OF THE TEST RESULTS SHALL ALSO BE DISCONNECT AND SERVICE ENTRY WIRE, ON-SITE APPLIANCES, INSTALLATION OF FLOOR INSULATION, AIR LEAKAGE TESTING, INSULATED CJJJ ODE OFFICIAL. MODULAR CONSTRUCTION FIRST FLOOR HEIGHT SHALL PROVIDED TO THE MODULAR MANUFACTURER FOR THEIR FILE. SEE FLEX DUC- FROM BATHROOM FANS DIRECTLY TO THE EXTERIOR, PORCH ROOF, FURNACE/AIR HANDLER AND DUCTWORK, PORCH E NOTED TO BE A MIN OF 2' ABOVE THE FLOOD LEVEL. PG 2 NOTE #45 FOR ADDITIONAL INFORMATION. SLAB POSTS, DECKS AND WATER HEATER AND INSTALLATION, FOUNDATION INSULATION. ADrAL16, 2024 THESE PLANS HAVE BEEN EXTRACTE➢ FROM APPRGVEDI QN - 18054 / JN- 83850 / NY z LBUILDING SYSTEMS FILED w1TH THE sT TE. NY CERTIFICATION FOR MODULARS \ 0 Lo -------------------J YES X NO / t- I IND THE FOLLOWING ELEMENTS OF CERTIFICATION V REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS a Q Ln 1) DESIGNATED ONLY FOR ERECTIDN ON A SITE-BU.LT PERMANENT FOUNDATION \ CD 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED, r / co 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL r ^ W BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, V J Q OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT I J TY TO TITLE II OF THE NATIONAL HOUSING ACT, A11D Li THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. Q 0 W (2)bnY WOOD BGIREWS THRJ RAIL TO UP T OVERHMY BLOCK 8EE OALGB I`1ANUAL 16' Z I� aAw E Q MN 2x4 RAIL U 2.BLOCKING.IV OO. ____ n/ FINISHED CEILING W (Z)0131•H3"GALVANIZED N41L8 O THAW DUB-FADCIA TO BLOCK � O 0 W n (2)bx4"WOOD BO�LLB THR)RAIL TO /'� l (2)bx9"WOOD CCREWA THRU P T EACH NTERBECTING STUD OR PERNETER ,O E7 l 1 (b RAIL TO OVERHANG BLOCK V 16' 1 i0 V -.+ 0 Go � EAVE ^ Q TYPICAL OVERHANG CONNECTION DETAIL L U L L ZD bamm EGRESS CU O l INTO EN AT NOT DE METALLED NTo END-GRAw � FINISHED FLOOR /� (� ].OVERHANG BLOCK SPACING NO ————————- < I F-`-I O LL SHOULD NOT BE LE66 THAN WALL STUDS �:cu "4 (U _________ w w FINISHED CEILING -- q I w J o D' Q } H � z z ., '' FINISHED FLOOR Q 0- ]FINISHED GRADE [] FRONT ELEVATION_ Q o LL >_ m NMIT SIDINGS o C4 L] oD � o � �- CD N Q 0 M 12 Y -' � U u 1 1 1 1 1 FINISHED CEILING Q m LLLi w cu cu co ZZ Ln I I I I — — III LLMq \ L1 � N v - a (U ——FINISHED FLOOR- J Q J fzj z Q FINISHED CEILING > CL !Y �F NEB Is o LML - P� W ep IJ LLM '�'i �0 w LJLJ� -� 4, w w FINISHED FLOOR- r/1 I�� L� g FINISHED GRADE REAR ELEVATION « 'L '�, o k6 4 )KNMIT SIDINGS = W W 6 b 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT ION 089 3 4 2 �• ��' w w w IT IS A VIOLAT OF ARTICLE 145 OF THE NEW YORK STATE A� 1.THG UNDER THE IS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM DIRECTION OF A LIICENSEDUCATION LAW FOR ANY PPROOFESSIONALS ENGINIEER,TO ALTER A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION THE➢RAVINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN O N0.Mtl6B-2022-075,MANUFACTURER'S NO.N1168,WHICH HAS NOT BEEN OR INTENT.IF A DRAWING BEARING THE SEAL 01 AN ENGINEER IS 2.THEEDE ANY MANNER. N❑TEI ACTUAL HOUSE MAY VARY FROM ELEVATION �FESS�O� q� ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO LN 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY �1 OF NEV YURK STATE ENERGY CONSERVATION CONSTRUCTION CODE RLH ALTERATION.AND A SPECIFIC ( A p r 1 6, 2 0 2 4 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODF DESCRIPTION OF THE ALTERATION � 1 THESE PLANS HAVE BEEN EXTRACTE➢ FROM APPROVE, Q N- 18 0 5 4 / J N- 8 3 8 5 0/ N Y LUILDING SY STEMS FILED WITH THE STATE, J L� u a Ln �, �- co 12 -�' > FINISHED CEILING -- 0 W LLJ FFFQ W LLJ 03 U ~M r coIn W o In EGRESS - I _FINISHED FLO(]WR-- - O II --EI 0 0 FINISHED CLING � qv IT, LLLq 1,D �— of I - Q FINISHED FLOOR W � J NISHED GRADE Q � � RIGHT SIDE ELEVATION Q q o _ � � oU Na- � = J q � L oU_ W CD N [I- M 1._.� co -- FINISHED CEILING ,,Qt Q UQ y 1 1 1 1 1 o '+I I ra zo 1n w h N �O ,n I I I I N FINISHED -- CU Iti FINISHED CEILING ___1 =__--- -, _ J ,II II IIIII II III > lII Hill II III III II IIIII II III � � � � I I I I I ,II II IIII II III 0- III >II Il,il it III o ,II II ONLY IIIII II Ii, W,II II IIIII II o Li Q ,II II I�III�I II II; pF N I I I IIIII I I, �� O III II IIIII II III ,II II IIIII II II ,II II IIIII II IIIZD FINISHED FLDOR- 0 W FINISHED GRADE /�/1 n LEFT SIDE ELEVATION )KOMIT SIDINGx- r „"LI o k6 w w � �89342 - '� 'TO THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 115 OF THE NEW PORK STATE I.THIS FACTORY MANUFACTURED HUMS(FMH>PLAN HAS BEEN DERIVED FROM DIRECTION LAY/FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED HR DOS,APPLICATION ➢IREC7ION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER NU.MI168-2022-075,MANUFACTURER'S NO.MI168,WHICH HAS NOT BEEN THE➢RAVINGS IN ANY VAR TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER, OR INTENT.IF A DRAWING ENGINEER THE SEAL OF AN ENGINEER IS �I ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEALTO N O T E I ACTUAL HOUSE MAY VARY FROM E L E V A T I O N 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW DE> STATE ENERGY CONSERVATION WITH THE CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CD➢E)AND IS IN FULL COMPLIANCE VITH THE ENERGY LODE DESCRIPTION OF THE ALTERATION. Apr 16, 2024 2 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED UN — 18 0 5 4 / J N— 8 3 8 5 0 / N Y n LUIL➢ING SYSTEMS FILE➢ WITH THE STATE. _ J \ Ln - z -NEW YORK CEDES ————————————————-- — — — _ 2 I2020 NEW YORK STATE RESIDENTIAL CODE (2015 IRC BASE CO➢EA �( IMPORTANT NOTE ! R-13 INSULATION INSTALLED IN BASEMENT STAIR WALL,' In �2017 NATIONAL ELECTRIC CODE 2020 NEW PERK STATE ENERGY cpBr ALL FLOOR COVERINGS (EXCEPT TILE AREAS) TO BE CD I PROVIDED BY BUILDER, THEREFORE IT IS THE BUILDERS I CR-13 INSULATION INSTALLED IN UNDERSIDE ❑F STAIRS] W Co "EN" SYSTEM cALc•s, RESPONSIBILITY TO IDENTIFY ANY REQUIREMENTS TO APEX (� ALL FOR LEAD BEARING H(3) WITH SPAN DF I HOMES FOR RAISING DOORS, CABINETS, ETC, PRIOR TO �, Q 5'-3' OR LESS WILL BE (3> 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED. ALL REQUIRED JACK CONSTRUCTION, STUDS SHOWN ARE 2x6 SPF #2. L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J (3) 1 1/2'x5 1/2' M.L. TOP PLATES 0 ALL M/W H➢R'S, WITH SPAN OF 5'-3' OR LESS WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE 14'-0' UNIT 'C' SPECIFIED. 2'-8' a (� -8 1/ 7/16' SHEATHING V ! Q � 0 .I "Lo M U N vzi ® Q W cio� CC) _I JIL H- ;7 II [] II \ 1 I1 `OPEN TO `.�, ABOVE x LIVING ROOM N z o N FW512080-4 I I cv r, R.O. ONLY I I M `D 141 3/4'x96' I to II N ti 35 LIGHT.33 RE FT �.J 1317 VENT L EO'D. 115117 LIGHT PRUV D. 66.11 VENT PROV'D. AREA INCLUDES LIVING AND DINING RODM /\ I II W I II > J ------pPEF.LAT---------- _ Q (U N LL LL� z >Cd z rr,,'I 'I �/ CU ® �, DINING ROOMj.R N Q U � ! 3'DRAIN& ® E N 2-3/4'SUP FROM 2nd S ( = J q 0 L]7/16' SHEATHING N �2x10 3'-8 1/2' 9'-8' 15'-7 1/2' 28'-11' 12'-10 1/4' N Q LU_ -- ----- —— = — N '! x o N THROUGH ® ®H R, (3) 2x8 SPF #2 SAFETY ® © ;7c, 'Z) 2x8 SPF #2 N m N ~ BOLTS STAGGERED GLAZED ; EMIT 3'-10' SECT ?N N OU q AT 4•-0' D.C. - CLG & WALL GYP - _ (2) 2x6 3'-6' SP M rlr 17'-9 1/4 16'-4 1/4' SPF #2 v fYY� CTR2010 • 3'DRAIN& L_— R.O. 24 5/8' (ZI o ^ 2-3/4'SUP.. o � � x12 I/2' FROM 2nd STORY OD 3' RADON VENT RA 3 (U ^V .�. 3'DRAIN& ! A 2-3/4'SUPP. C. :n I� � FROM 2nd STORY 2x6 ro (__) U Q I I I I I N CO BEDROOM#1 N N 23964 SQ.FT. 1 OMIT.-. 1.5910000 LIGHT EQ'D, / FIXTURE ❑I � a w 6 O c -� 9.59 VENT REQ'D. • 2xIO ! 5260 LIGHT PROV'D, N KITCHEN ti55 01 ————————— 27A2 VENT PRCIVD.— BATH#5 \ 1ST FLR OF A 2-STORY — — . -- ---- p ---------- ------ .a ` N`` , • • ✓O L FLUSH CEILING BEAM O OMIT 3'-10' SECT, °' m ♦' A I R.I (1.1OU (2) 2x4 CLG & WALL GYP 9'-9' ro `_ -1 2 BEDROOM #1 5'-9' v L �� O [� (2) 2x8 SPF #2 _ I� �& of SPF #2 OMIT 3'-10' SECT (3) 2x4 OMIT 3•-10' SECT, 2) 2x4 { � y `c � I I I SPF #2 _—— /ten r o CLG & WALL GYP CLG & WALL GYP SPF #2 icEnAxepR I B75 ` (�� <2) 2x4 Q (\Ou k \ B31/4 E3 14 \ \\ �I SPF#2 -- W3624 W1242 I BtMOUF I y2 vY('ZpP2 SPF #2 I .--� (U x 3'-0' 3'-0' 6'-3' \ J L' al 2'DRAIN& Z ------\ .\r N 2-3/4'SUPP. j ^V z > ® O = I CENTRAL FOYER STUBBED TO ATTIC VAC SUPPLY U0 CENTRA 'WASHER PAN DRAIN ON-SITE TUB I VAC SUPPLY LAuNm N ` N x i BUILDER TO BATH#1 93410 � "' > .. !U WI.C. VERIFY TYPE OF 9'-5 1/2' 3'-0'i� LL] TUB FOR OMIT FIXTURE m I ROUGH ROUGH PLU— ONLY a WD T ARO�C(1�1 PLUMBING r — —, '-1' 3'-3' B24 DS 36 B30 B2l w c J V\—�-7-1/4'—_J LOCATION I 16' 1' SHEL 830WIN W2430 W2130 O 36' & 68' AFF BATH tl . Apr 16, 2024 O o O 22'-4' 27-6 1/2' 38'-7 1/2' 48'-6' w ot El 0.w III III4GTR2DIDo „a• o „o w 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE "r W 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE III z Y III A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION ➢SECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER III III I O �1 NO.M1168-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN Q MC➢IFIED 2 ANY MANNER. OR INTENT.IF A DRAWING HEARING THE SEAL OF AN ENGINEER IS THE EDRAWING W TH A ALTERING NOTA LENGION INEER RL�ALL ERED HYI%'FIOLLOWE S SEAL DT HY 2 THE ENERGY PORTION OF fMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC KII CHEN 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION LODE DESCRIPTION E, THE ALTERATION. (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY COOP NOTES: 5, 9'-0" 1ST FLOOR CEILING HEIGHT 10. CEILING BEAM @ KITCHEN/DINING ROOM (UNIT B) & CLG BEAM @ KITCHEN TO BE (4) 1 1/2'x9 1/4' M,L, (2 PER UNIT) TO BE (1) 1 1/21x18" M,L, 2, HEAT SYSTEM ❑N-SITE BY OTHERS 7, CLG BEAM @ BEDROOM #1 TO BE (4) 1 1/2"x18" M,L, (2 PER UNIT) 3, ANDERSEN 400 SERIES - FINELIGHT 8, CLG BEAM @ FOYER TO BE (4) 2x10 SPF #2 OVER (4) 2x10 SPF #2 (2 PER UNIT) 4, 1ST FLOOR SQUARE FOOTAGE = 1420 SQ/FT 9, CLG BEAM @ KITCHEN/DINING ROOM (UNIT C) TO BE (2) 2x10 SPF #2 A3 THESE PLANS HAVE BEEN EXTRACTED F 71 r APPROVE, Q N— 18 0 5 4 /J N — 8 3 8 5 0/ N Y --� LUILDING SYSTEMS FILED WITH THE STATE• ---J Ln >- Z `° o w co Q Li PANEL BOX r--------, CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CRT MAIN S E W E R REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE LE————————� � LLJ J RANGE 3 21A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE Lv RANGE 5 40A 240 B-3 AFCI 14-2 120 15A 6 GENERAL LIGHTING 7 AFCI 14-2 120 15A B GENERAL LIGHTING DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING Z WASHER 11 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING DRYER 13 30A 240 10-3 AFCI 12-2 120 20A 14 BATH GFI .--1 15 AFCI 14-2 120 15A 16 GENERAL LIGHTING , ` I-- WASHER 17 20A 120 12-2 AFCI AFCI 14-2 120 15A IS GENERAL LIGHTING U r DRYER 19 30A 240 10-3 AFCI 12-2 120 20A 20 BATH GFI V/ 21 - AFCI 14-2 120 15A 22 GENERAL LIGHTING EXTERIOR GFI 23 20A 120 12-2 AFCI AFCI 14-2 120 15A 24 GENERAL LIGHTING EXTERIOR GFI 25 20A 120 12-2 AFCI AFCI 14-2 120 15A 26 GENERAL LIGHTING •o EXTERIOR GFI 27 20A 120 12-2dAFCI [AFCI 14-2 120 15A 28 GENERAL LIGHTING L 29 14-2 120 15A 30 GENERAL LIGHTING CD 31 14-2 120 15A 32 GENERAL LIGHTING33 14-2GENERAL LIGHTING35 12-2 120 20A 36 BATH GFI 37 39 40 1141 41 42 I II III q LL_ ;III Z o � ro i l II J W I— I I II > _J >-- XL LEI =8======cOc =______�1 W VP Z z C ----- ---- j l Q r- = pCL li o � _ � qLn --- --- I � $4$3El u- � I CD N WP 25 I 27' c1 _ __ I ASF XL ---------- XL XL GFI O CD I I is -- • I c vG ——— I T 'Jr &--/=-- 16 I I ----- L GF I Sa ----- FOR BSMT I I I I U u I I I I I L> I �.1 p GFI\1I114 I v) GF Q Q BOX AND BLOCK FOR PADDLE FAN I a a cu 4 GFI W/E 22'ROPSCOILS i © ---� �_ CT N �} O0 � I I I I • \\ // I 1 ` GFI .-� d' CT Pq 4- •� 3 C xK GAS LINES ON-SITE BY OTHERS \�x\/ L- GFI [ • NC 3 OVER 3 U GF! ¢ Q > J \ Z. --------- I� --------- L---- 10 • LL -- —� i to I O� a- I I I I I GET ---------- © C C/� W a_ ----- `� I a I I F---� �( `^f � I I r-_--- r---- L( 9 ` VV �O --_-_-_-J 20 LI-� 1 �� • `-/ CT 11/1 cF1 --I--\� qFI (1--�1 T �r cT GFt I W/ 0 DROPS - l� $ S ^ O W/ 8' COILS ® • V' PANEL BOX LOCATED XL ----- XLco P IN BASEMENT 23 cF1 �\ AMAIN WATER 089342 '� woo p'��FESS'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM DIRECTION OF A LUCATION LAW FOCENSEDPE SON,PROFESSIUNALSENG[NNGRUN 0 ALTER C�q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED THE BY DOS,APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A p r 1 6, 2 0 2 4 q ND.M1168-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, OR INTENT.IE A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFI%HIS SEAL TO �1 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION,ALTERED BY FOLLOWED BY ' 5 OF NEV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 1, ALL LIVING SPACES ARE ARC—FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2017 NEC NOTE 3, 4, IHESE PLANS HAVE BEEN EXTRACTS➢ FROM APPROVE, Q N -18 0 5 4 / J N - 8 3 8 5 0 / N Y ^ LDUILDING SYSTEMS FILED WITH THE STATE J Ln z 1,D GLENCO SYSTEM CALC'S1 O Ln Ln ALL EXT, LOAD BEARING HDR'S WITH SPAN OF 6-8' OR CD LESS WILL BE (3) 2x6 SPF 42 ALL OTHERS WILL �— �1 co BE SPECIFIED. ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SPF #2, v J G~ ALL M/W HDR'S WITH SPAN OF 8'-1' OR LESS (3) 1 1/2'x5 1/2' M,L, BOTTOM PLATES E] WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED. 14'-0' UNIT 'F" EJ 2-8' 8'-8' 2'-8' ➢HP2852 DHP2852 R.O. 34 5/8'x64 3/8 R.O. 34 5/8 64 3/9 Cd m 12-8 1/2' C M (o x (2) 1.5'X9.25" M.L. WITH (2) x ro m 2X6 SPF #2 SUPPORTS AND rn �m CS20 STRAP WITH (4) <®a n/ w (MIN 0,131'X2.5' NAILS EACH END, "' w L� � Q H Rp ___ _ O R H Q _ _ _______ _ Q J J C) d I z 1 f E � al �. 0 o W n ~ ~ E] a o rr^^ J J 0 V1 � OPEN TO � BELOW-) \ q n N x, N o Q c ti W m cogU �D 21 112 19 21 t/2 lP 66-1 1/2' L nn� ® ® ®,N o F ——--- Z / FIBERROCK-_ TO CEILING • I Q O j N :57: GN-SITE N O1 BY DTHE2S w l I� O 1E Jr-) SAFETI, �D•a a I h ti -L J �_ 39 ve I B9 v2 , 39 1/2-� GLAZE ?ro I IGO Q I-- BATH#4 BATH#3 BATH 02 BATH#2 >°I W.I.C. to ! _ :�:) Lw `- r-- L_ m� •NCI --� i O Q (� w LL- 5'-4' 16'-6' 23-6' 28-5' 1 I \�/ aaxl I i ti CD N2 SAFETY SAFETY I O� GLAZED EGRESS GLAZEL �. F 5/8 — J N C,] IN - \v8D3 4_3 1/2o 10'-11' 5-0-_r 16-7 1/2' II L_= I s 1S VENT 1 OMITFn RE 4T FL QQ �� \. RCJCH PLLHBING a I. g ONLY H, 3' RADON VEN TE -d Z. BATH#4 W1.C. ,III _��i�-'- n S oWE2 POT -. / \�'❑�'�,', wa°IN N (2) SIMPSON •t•.r I I N• \ LSTA24 FROM U U I I I I (U / \ II \ • BEAM TO HEADER / '-o• \ I m BEDROOM#3 BEDROOM#2 AP.ERUNIT) n �v pY BATH#3 175.21 SOFT. jn Q 14,02 LIGHT REQ'D. (•) .-. • • ❑I ❑ 13.650LIGH�REQ'D. f-- 701 VENT REQ'D. 1 &�' j AAV 21,80 LIGHT PROV'➢. n U� 6.82 VENT REO'D. yl 11.74 VENT PROV'D. =4 (4) BD COMMON 21.80 LIGHT PROV'D. ---- 11.74 VENT PROV'D.---_- I m� '" 2' VENT a ❑ 1 w�, NAILS FROM KING (Y') ---------------------- I ---T --------1ST-Fl=— rn I\>/ � -------- o% STUD TO HEADER (-Lj 0-j cu 1) 2x4 (1) 2x 1) 2x4 (1) 2x I I ll 24 a N l2) SIMPSON o SPF #2 SPF #2 SPF #2 SPF #2 S `/c' SPF #2 x n LSTA24 FROM l0 I I I I I OMIT 3-10' SECT OMIT 3'-10' SECT r OMIT 3'-10' SECT `^" �j HEADER TO JACK (lJ 0 CLG 6 WALL GYP G1S>_¢_4lALL GYp __ CLG & WALL GYP o STUDS CEACH Q SIDE) N PULL DOWN STAIRS :wmj �,M� m w ___ ROUGH OPENING ONLY I AAA I p I r w X u a 3'-3' 13'-0' s/L ------- -1---- I z• --- rRAILING ------ ---------------------- 111=z 6 1/2'x 54 1/2' 1 1CC) BEDROOM#4 W1.c. Hm 5'-2 1/2' Wz N 173.68 SQ.FT13819 LIGHT REQ'D. DRADN� ( ~95 VENT REQ'D. _ CLO • I PAN � \ 0 1 1 I 21,80 LIGHT PROV'D� 2' VENT ———-- 0O11,74 VENT PROV'D. 1ST FLOOR 5'-2` PuL_ — IF)❑ E ❑ ❑ BEDROOM #2 SHIPLOOSE HEADER c r NEB W 16'-10' OTHERS Q 2' VENT I o HALL`M 1ST FLOOR W BO Y� ® ® 0 Is EGRESS ® ® SAFETY ® / `� �� V SAFETY GLAZED GLAZED 21'-7' 31'-7' 41'-7' 48-6' Q w �Z\ <I 0&9342 '� KNOWLEDGE,BELIEF � � 'TO THE BEST OF MY KNOWLEE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1.THIS FACTORY MANUFACTURED HOME 6MH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE y W A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION D.RECTION OF A LICENSED PROFESSIUNAL ENGINEER,TO ALTER \, NO.M1168-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A p r 1 6, 2 0 2 4 MODIFIED IN ANY MANNER. OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERE➢,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION.ALTERED BY'FOLLOWED BY '�4 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, NOTES: 1, ANDERSEN 400 SERIES - FINELIGHT 6, 2, 2ND FLOOR SQUARE FOOTAGE = 1420 SQ/FT 7, 3, 8'-0" 2ND FLOOR CEILING HEIGHT 8, 4, 7/12 NON STORAGE RAFTER ROOF SYSTEM 2 16" ❑,C, 9' 5, CLG BEAMS @ BEDROOM #2/#3/#4 TO BE (4) 1 1/2'x9 1/4' M.L. (2 PER UNIT) 10, A 4 QN - 18054 / JN - 83850 / NY THESE PLANS HAVE BEEN E%TRACTE➢ FRUM APPROVEDI n `UILDING SYSTEMS FILE➢ WITH THE STATE _J C] J > Ln o W 00 � � Q PANEL BOX l U CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CRT REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE RANGE 3 20A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE W _J 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING RANGE 40A 240 8-3 Li 7 AFCI 14-2 120 ISA B GENERAL LIGHTING DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING WASHER I1 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING 13 AFCI 12-2 120 20A 14 BATH GFI DRYER 30A 240 30-3 15 AFC[ 14-2 120 ISA 16 GENERAL LIGHTING WASHER 17 20A 120 12-2 AFCI AFCI 14-2 120 15A 18 GENERAL LIGHTING = DRYER 30A 240 30-3 19 AFCI 12-2 120 20A 20 BATH GFI (/Y 21 AFCI 14-2 120 I5A 22 GENERAL LIGHTING V/ EXTERIOR GFI 23 20A 120 12-2 AFCI AFCI 14-2 120 15A 24 GENERAL LIGHTING —— —————-- EXTERIOR GFI 25 20A 120 12-2 AFCI AFCI 14-2 120 15A 26 GENERAL LIGHT NO I n/ EXTERIOR GFI 27 20A 120 12-2 AFCI AFCI 14-2 120 15A 28 GENERAL LIGHTING 29 AFCI 14-2 120 15A 30 GENERAL LIGHTING i �--1- z CD 31 AFCI 14-2 120 15A 32 GENERAL LIGHTING 33 AFCI 14-2 120 1 5A 34 GENERAL LIGHTING W I I 35 AFCI 12-2 120 20A 36 BATH GFI i /'1 I 37 38 I l lJ 39 40 CQ 41 42 6 __________ C I tij LL_ I "o TO 1ST FLR SWITCH /1 LL1 — Q LJJ Z z CS _ ---------- I Q Q u p CL —————————— I I N :�i: O LL , 1 CD 3 N CL 136 cFl IL a J I I QV `�1 \ / 11 t 1 • J IN CEILI^: OR R,It PU / \ I • u u Y 1 1 1 1 1 Q Q \\I I i i, • J ��1— BOX AND BLDCK 28 IIJJ FOR PADDLE FAN �— r_—— q) HD%AND BLOCK FOR PADDLE FAN IL I • M "t cu GFI 32 i ^� �- � Lf I I I I I 24 F---------------Trl ' I r_-, Bn I cu PULL DOWN STAIRS 1s1l j cI N II AD ROUGH OPENING ONLY I A{A, F w x II R.O.26 1II L _1/_2'x 54 1/2'y1_____ ----_ _ o- -- _1_J 3n ----L¢_-_JJ1I1I m m, --- QJLw Q BOX AND BLOCK 26 FOR PADDLE FAN I CD o, 211 1 Cr H 22 F L J pF NF Ld Q 3 �� B --- --&------� --- - -d -0 TO BSMT L �P I 0- Q ELECT. �^ /!//• DROP _J^ V^' �z\ r ` 089341 ' w�� 'TD THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145[IF THE NEW YORK STATE y�W 1.THIS FACTORY MANUFACTURED HOME(FMH>PLAN HAS BEEN DERIVED FROM DDRECTION OF A LIICENSEDPPROFEERSON SIGNALUNLESS ENGINEER,TO ALTER O �• A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DACTING U ER THE OS,APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN NO.M1168-2022-0]5,MANUFACTURER'S NO.MU68,WHICH HAS NOT BEEN OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS Apr 16, 20 MODIFIED IN ANY MANNER. ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 1, ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2017 NEC NOTE , H 4 /� 6 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, Q N- 18 0 5 4 /J N - 8 3 8 5 0 / N Y LUILDING SYSTEMS FILED WITH THE STATE. ___J \ III - r � Lo CD co GENERAL NOTES 2020 RESIDENTIAL- CODE OF NY NOTES ELECTRICAL_ NOTES � 1, GASKET OR WEATHERSTRIPPING AND 1, WINDOW EGRESS REQUIREMENTS MEET X 20' 7 NEC NOTES of INSULATION, EQUIVALENT TO THE 2020 RCNYS, SECTION R310,1 1, AL- LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR NON-PADDLE FANS AND INSULATION ON THE SURROUNDING 2, VISUAL INSPECTION OF THE 70# FOR PADDLE FAN BOXES INSULATION INSTALLATION WILL BE E� SURFACES, IS TO BE INSTALLED UPON 2, TPMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE HOME, E] COMPLETION OF THE SET-UP OF THE DOCUMENTED BY THE APEX QC UNLESS NOTED ❑THERWISE ON THE DEPARTMENT, PLAN z � w HOME AT CEILING ACCESS PANELS AND 3, ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING Q / OR PULL DOWN STAIRS ON SITE BY 3, BUILDER TO INSTALL A FRESH AIR UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W,P, ) T,R, GFI RECEPTACLE Q U INTAKE FROM THE ON-SITE FORCED OTHERS WITHIN THE PERIMETER OF THE BALC❑NY, DECK OR PORCH, <, AIR SYSTEM TO MEET THE 00 2, DRYER VENT DUCT SHALL TERMINATE REQUIREMENTS OF M1507.3.3(1), 4, 1 3 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED WITH ONE W,P, T,R, GFJ I -I- ON AN OUTSIDE WALL OF A BUILDING 4, HOT WATER PIPE INSULATI❑N SHALL RECEDTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX, OF � o w NOT LESS THAN 3'-0" IN ANY BE INSTALLED IN ACCORDANCE W/ 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT, 0 (U DIRECTION FROM ANY OPENING INT❑ SECT, N1103,4,2 OF THE 2020 RCNYS 5, THE GROUNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT THE BUILDING AND MUST BE EQUIPPED 5, EXTERIOR WALL FIRE RATING AND SHALL BE PROVIDED AT THE LOCATI❑N WHERE SWITCHES CONTR❑LLING LIGHTING Q WITH A BACKDRAFT DAMPER, REQUIRED FIRE SEPARATION LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT FOR q 3, TUB / SHOWER CONTROL VALVES TO DISTANCES MEET THE REQUIREMENTS OTHER THAN THE F❑LLOWINGI Z o v' Q � � w Aa '4 C_ HAVE A HIGH STOP LIMIT SET TO PER THE 2020 RCNYS TABLE 302,10) A, WHERE CONDUCTORS ENTER THE BOX ENCLOSING THE SWITCH THROUGH A q LIMIT WATER TEMPERATURE TO A & (2) RACEv,/AY, PROVIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL CONDUCTORS, P_ MAXIMUM OF 120 F (49 C), 6, BUILDER TO PR❑VIDE AND INSTALL INCLUDING A GROUNDED CONDUCTOR, THE BASEMENT AND / OR ATTIC DOOR HIGH-EFFICACY LAMPS IN 75% OF B, WHERE THE BOX ENCLOSING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATI❑N Q MUST HAVE WEATHERSTRIPPING AND A PERMANENTLY INSTALLED LIGHTING � J SWEEP PROVIDED AND INSTALLED FIXTURES ❑N-SITE PER SECTION [IF AH ADDITIONAL OR REPLACEMENT CABLE WITH❑UT REMOVING FINISH MATERIALS C, WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300,15 (E) < > O �1�[IN-SITE BY OTHERS, N1104 > 4, ADD BLOCKING IN WALLS ON ALL ENDS 7, ALL WIND❑WS WITH OPENINGS WHICH D WHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM OR BATHROOM W z z OF CABINET RUNS FOR BASE, WALL, E, WHERE MULTIPLE SWITCH LOCATIONS CONTROL THE SAME LIGHTING LOAD SUCH � 0 w = OPEN 4 INCHES ❑R GREATER, ARE 72 Q Q o � TALL AND VANITY CABINETS TO PULL INCHES ABOVE THE FINISHED GRADE THAT THE ENTIRE FLOOR AREA OF THE ROOM ❑R SPACE IS VISIBLE FROM THE p� ED uN SIDE OF CABINETS TIGHT TO THE OR SURFACE BELOW AND THE LOWEST SINGLE OR C❑MBINED SWITCH L❑CATI❑NS ED = y q Ln WALL, PART OF THE CLEAR ❑PENING IS F, WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS Q o M LESS THAN 24 INCHES ABOVE THE G, WHERE A SWITCH CONTROLS A RECEPTACLE LOADS _ Ej _ FINISHED FLOOR, WILL REQUIRE 6, ALL_ 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET Q w WIND❑W GUARDS PER 2020 RCNYS L❑CAT ''::IN STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE WEATHERPROOF o o SECTIONS R312,2, THE WINDOW WHETHI R AN ATTACHMENT PLUG CAP IS INSERTED OR N❑T, ALL ENCLOSURES AND q N °- GUARDS WILL BE PR❑VIDED AND COVEP'�: INSTALLED IN WET L❑CATIONS MUST BE LISTED AS "EXTRA DUTY" o M INSTALLED ON-SITE BY OTHERS, 7, A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED INDEPENDENTLY ❑F THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE r------------------------ MAXI'Y°'j WEIGHT TO BE SUPPORTED, w L O - REQUIRED COMTHE BUILDER SIGN I 8, ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING u u Q I I I I I I F ON-SITE BY THE BUILDER I Q Q L------------------------J OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY RO❑MS, q DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, OR SIMILAR ROOMS OR ' c AREAS SHALL BE PROTECTED BY A LISTED COMBINATI❑N-TYPE ARC-FAULT CIRCUIT � I I I I W ' BpR/ �0 Ln INTERRUPTER INSTALLED TO PROVIDE PR❑TECTI❑N OF THE ENTIRE BRANCH CIRCUIT, q `� 9, ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERI❑R RECEPTACLES m G) AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE DISHWASHER CIRCUIT OR RECEPTACLES THAT ARE WITH IN 6'-0" OF THE ❑UTSIDE EDGE OF THE KITCHEN w z Q u SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO F_� � o , BE GFI PROTECTED, C/) w <� �89342 - � � A'��FES IONP�, °S a Apr 16, 2024 �w y IT IS A VIOLA71ON 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM OF A LOICENSEDPPROFESSIONALSENGINEER�I DER THE AARTICLE 145 Of THE NEW YORK STATE TO ALTER y'�A SYSTEM SET OF FMH PLANS PREVIOUSLY APP DIRECTION ROVED BY DES,APPLICATION THE DRAWINGS IN ANY WAY TD CHANGE THE STRUCTURAL DESIGN NO,M1168-2022-075,MANUFACTURER'S NO,M1168,WHICH HAS NOT BEEN Q MUDIFIED IN ANY MANNER. OR INTENT,IF A DRAWING BEARING THE SEAL DF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFI%HIS SEAL TO �( 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION-ALTERED BY'FOLLOWE➢BY ((� 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, I 7 QN - 18054 / JN- 83850 / NY THESE PLANS HAVE BC EN EXTRACTED FROM PPPROVE, Ln LUILDING SYSTEMS FILED WITH THE STATE. _J O � w CD cc lie (A4: :..........,.___.__� Per?/ CCrr)s_'r `st t a"hat3 .....,a..........w.�..........F.,._. ... ....... .... +cases=+t :14"tr^Ar'r• fdef%Sra,inf Force sql:° e•rkt Ctrnt+rrsnr'" "oc 2 3 l U Wall 1.Irc;I; U131 nal z 3 1 Vc f 4663 1) i.o 14'-0' *1 itl)rr R plu? P^rrat rnmes All na 1 3`'t C. ',5274';h Al(Chord Sfs$irrx 4-1 3/16' 5'-9 5/8' 4'-1 3/16' a HDU140N SIMPS SI HD 04 (13297#) tl3297#) t•E:iP;( F.01 aatt 97C 7¢t'a°!v Z-) ( .. z-.. c °rutarrrar : i.a ts.rra a (G SIa iI'z (c�I(c 5 ft'}da>t (crtvracclscln•e ik. A� HE` ZD Vill title (;c,;nz,L 9fX..0 .931od.it 3 or, rG 5 ^t•'7 �.C1 m %IV a:r&in* I' �.311 tot3t A"t)+. 2t;e�ru S No ( (1 0 � U rii`Cf-n•ct�.q:R.t.•�[.t,s��i 111.1?b rlai4he'�tl*i(9••r;i q•�at,tryts r!aizv w-9ic(> j � v Q 7"rgrt;lttr^�=�:^;t:rn��rsrfrwc>4st;1e'�ri�s'Ir�.�i:l-��r#cart;?r�t11=:.anrl�'�trt'�'�'"1;,�"�rsnrs7t�1°snrtea�ar ACC BRACED WALL REQUIREMENTS 0ST STORY OL A 2 STORY) w 140 MPH WIND ZONE OR LESS r�NIII ` �J PER 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602.10.3 III U CONTINUOUS SHEATHING — WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD III BRACE WALL LINE WALL LENGTH BRACED WALL TABULATED MIN. I EXPOSURE RIDGE TO EAVE WALL HGT. WALL LINE MIN. LENGTH REQUIRED TOTAL PROVIDED METHOD Q SPACING BRACED WALL TOTAL FACTOR C HGT FACTOR FACTOR QTY FACTOR W/ ADJUSTMENTS BRACE WALL LINE - A 48'-6' 20-0' 9.0 1.30 1.00 1.00 1.30 14.4 37'-9 15/16' CS-WSP BRACE WALL LINE - B SEE SHEARWALL CALCULATIONS II� Z O BRACE WALL LINE - C SEE SHEARWALL CALCULATIONS <: ti (� Pa Ha CL fl BRACE WALL LINE - 1 SEE SHEARWALL CALCULATIDNS CS-WSP I II BRACE WALL LINE - 2 SEE SHEARWALL CALCULATIONS GB I11 Q ti BRACE WALL LINE - 3 1 50-0' 14-0' 7.0 1.30 1.00 1.00 1.30 11.83 37-0 1/16' CS-WSP CS-WSP DEFINITION GB DEFINITION ro J ( 1ST STORY OF A 1 STORY) ( 1ST STORY OF A I STORY) III Q WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8'. PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2'. PANELS MUST BE III W MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0' O.C. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0' O.C. III CONNECTION CRITERIA; CONNECTION CRITERIA. J 6d COMMON (2'x 0,113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATESI FOR (INTERMEDIATE SUPPORTS) OR 16 ga x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BRACED WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE n � z Z > EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602.3(1)1 FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R702 3.5 L� INTERIOR BRACED WALL CONNECTION CRITERIA C25 0 _ )KNOTE; ALL SHEATHING IS TO BE VERTICALLY ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. INSTALLED WITH NO H❑RIZ❑NTAL JOINTS. FASTEN BOTTOM PLATE OF INTERIOR BRACED WALL TO BLOCKING WITH (3) 16d NAILS @ 16' O.C. ALONG BRACED WALL PANEL U N FASTEN TOP PLATE OF INTERIOR BRACE WALL TO BLOCKING WITH 8d NAILS @ 6' O.C. ALONG BRACED WALL PANEL 0 o = J qLo o SIMPSCN o Q Q o (43191#)STHDRJ 2-3' o _ � Ll- zo � oLL_ 1 34-6' _ _ In • o N Q F F 48'-6' _ -3 5/16' l'-6 5/16' - 10 3'-1, ATTACH MODULE 'C' TO CD SIMPSCN APA SIMPSNN SIMPSCN SIMPSCN I PSON SIMPSCN MODULE 'B' AT CEILING AND q r\ N Po neE ST DIARJ STHD14RJ FLOOR RAILS WITH 3/8' STHDI4RJ STHDI4RJ STHDI4RJ STHDI4 RJ B (3500#) <5274#) (5274#) (5 74#) (4319#) -—-_—__-_- —- O M fR"" LAGS AT 14' OC. O SIMPSO '�— a STHD14RJ c (3500#) N F v :• • u LJ Y I I I I I U 0) q M � � '�� W N co (U STRAP ACROSS L\rl I I I I •� (SIMPSpN4LBS --_ F= -� (1,J \ N CMSTCI6) • , I I .\I � d" x - --J L- 0 -1 -------\ • o W Z Lam. h 0 j I I I I LLJ Q ---, �F NE r--_--T —� I I --------- I (� I ( I Iool IC I NNv � O A SIMP ON O P Q.� w B STHD14RJ 21'-0 13/16' 1 8'-1 13/16' 8-7 5/16' /`` �` �/1_ O:on 48-6' z ki 342 'TO THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE US OF THE NEW YORK STATE 1.THIS FACTORY MANUFACTURED HOME fFMH)PLAN HAS BEEN➢ERIVED FROM ➢DRECTION OF A LIICENSEDUCATION LAW ED ANY P PROFESSIONAL S ENGINEER,ACTING TO ALDER TER L� A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION FES S 1 NO. FIEDM1169-20IN MA MANUFACTURER'S NO,M1168,WHICH HAS NOT BEEN DRAWOREIN E TINIF AGS N➢RAVING BE RINGANY WAY TO THE SEAL OFNGE THE F AN ENGINEERCTU AL IS MODIFIED IN'ANY MANNER. ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION' ALTEALTERED ALTERATION, 'FOLLOWED BY A p r 16, 2024 5 T NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. A 8 , 1 THESE BEENT EXTRACTED FROM QN- 18054 / JN- 83850 / NY Ln LBUILDIlla.SY T.EMSZIL D ��[�H 1: STATE. j > E] CD W CC) 5 14-0' 4-1 3/16' 5-9 5/8' =4'-1=3/161' SIMPS E:l Tirdowr Pvej Correr I S�,.fv*Virj: 14-1 3/16- SIMPS ,.ST, ,Surrwfy� FOp Srernew Conrerflon" (%f v 15pp ring ro,re zo e e ID iWall Unf,r. 1.13,r tit 4 "OC a 1627 lb N 1") ti cl) m All Chord Sr!irm Vsf,(10),13-1 rails each side of eaxrV to late s lice ............. C / co IL BRACED WALL REQUIREMENTS (2ND STORY OF A 2 STERY) g 140 MPH WIND ZONE OR LESS e PER 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602.10.3 CONTINUOUS SHEATHING - WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD v ti E] oy WALL I EXPOSURE RIDGE TO EAVEI WALL HGT.j WALL LINE MIN LENGTH REQUIRED BRACE WALL LINE WALL LENGTH BRACED TABULATED MIN ITOTAL PROVIDED1 METHOD SPACING BRACED WALL TOTAL FACTOR C HGT, FACTOR FACTOR OTY FACTOR I W/ ADJUSTMENTS BRACE WALL LINE - D 48'-6' 201-01 5.0 1.30 1.00 1,00 1.30 8.45 32-6 5/16- CS-WSP BRACE WALL LINE - E 48'-6' 30'-0' 7.0 1.30 1.00 1.00 1.30 11.83 30-1 3/8' CS-WSP BRACE WALL LINE - F SEE SHEARWALL CALCULATIONS O LL- BRACE WALL LINE - 4 201-01 34'-6' 9.0 1.30 1.00 1.00 1.30 15.21 201-01 CS-WSP z BRACE WALL LINE - 5 50-0' 34'-6' 18.0 1.30 1100 1.00 1.30 30,42 38-5 7/16' GB BRACE WALL LINE - 6 50'-0' 14'-0' 5.0 1.30 1.00 1.00 1.30 8.45 39-4 1/16' CS-WSP Ln m CS-WSP DEFINITION : 6B DEFINITION ; 10 q V m 1ST STORY OF A I STORY) 1ST STORY OF A I STORY) WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8'. PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2'. PANELS MUST BE MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0- D.C. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0- O.C. CONNECTION CRITERIA, CONNECTION CRITERIA 6cl COMMON (2'x 0.113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES; FOR Lij (INTERMEDIATE SUPPORTS) OR 16 ga x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BR22,F2D. WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE 3(1)1 FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R7023.5 > INTERIOR BRACED WALL CONNECTION CRITERIA: cu )KNDTE: ALL SHEATHING IS TO BE VERTICALLY ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. 10 INSTALLED WITH NO HORIZONTAL JOINTS, FASTEN BOTTOM PLATE OF INTERIOR BRACED WALL TO BLOCKING WITH (3) 16cl NAILS @ 16' O.C. ALONG BRACED WALL PANEL Cu CLI FASTEN TOP PLATE ITT INTERIOR BRACE WALL TO BLOCKING WITH 8cl NAILS @ 6' O.C. ALONG BRACED WALL PANEL i F-------1 LLJ Z ---------- u ---------------- IS N OF. o -T- m <: J q =1 :3 LL- In V) LJ- 4 6-6' O <I 34'-6' 4-0 13/16' 8-5 5/8' 4-1 5/8' 5-6 11, 5- 2 5/ CD N a_ CD F M ATTACH MODULE 'E' TO MODULE 'E' AT CEILING AND FLOUR _3j-1 1/2 RAILS WITH 3/8' LAGS AT 20'DC, -21� �215/ -j To "'DUL' 5- 'ATTACH MOD ULE E AT CEILING AND FLOUR R TiT RAILS WITH LAGS AT 20 u u Q I I I I I op GO In 1 �'l -1 o ()J (U 10 OJ ,D I I I I I Ell Ol --------------- CLI 0J PULL DOWN STAIRS svv.Gl ,3 i ROUGH OPENING ONLY AREA 1 I E, CV iL R0,26 112'.54 1/2' i 1 --------------- L ZD ED n/ L---J In ftf Co N 01� SIMPSON SIMPSON \N . 1830 CS20 CS20 (8000 (800#) 4-6 3/16' 5-7 5/8' 7'-1 5/e, 7'-1 5/2' 7-1 5/ 5'-5 13/16' IN 0. 1z:Q0 w w � 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW PORK STATE 89341 - 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LA FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS APPLICATION I ION DEW,LICENSWAYED PROTOFCHANGEESSIONAL THE STRUCTURAL ENGINEER,TO ALTER DESIGN A No M1169-2O22-075,MANUFACTURER'S NO.M1168,WHICH HAS NO THEE C DR T BEEN AWINGS IN ANY T MODIFIED IN ANY MANNER, 0 INTENT.IF A DRAWING REARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SMALL AFFIX HIS SEAL TO v s 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED By'FOLLOWED By 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND Is IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aprl6, 2024 A 8 I 2 QN - 18054 / JN - 83850 / NY rTH 7ES7 PLANS HAVE BEEN EXTRACTE➢ FROM APPROVE, Ln LUILDING SYSTEMS FILE➢ WITH THE STATE. J n/ v Ln z co 14'-0' z 4-11 5/8' 4-11 9/16' �U SIMPSON SIMPSON N ~� Z HDU14 HDU14 -' (13297#) (13297#)-.-SY sTU 5------- .Sp E N� • z q co N yl I NIN m U N Q co LL- fAjp I A� N=1� I Nip° CD 41 u NI I I IN 0 C m I I I I Q N � qv 2 1,D j I IJ J I I (u Q W I IM M I I � > J I ON 91 I Q D I I I I I I I s w z z `� I Q I Q J U O I z N z 1 1 00 I I p = J qLn SpMPSON o Cr I- r m S H➢14RJ 1 312 T.L. (PLF) LE- Lo 0 11 34-6' 0 I 14-8' -8' 4-8' O �/ 25'-8' Ln I I J Q vj W LL_ 17-3 11/1 ' 1 112.1 1 U O i 1 1/2' 5'-4 11/ ' ° 2'-4 I I U N � SIMPSON SIMPSON SIMPSON SIMPSON -_-- SIMPSON I SdMPSON 1 E� STHDIW' STHDI4RJ - _ THDI4RJ STHD14RJ STHD14RJ STHDI4RJ %HDI4RJ r -1 r- 7 a (3500#>F- -- (3500#) (3 ) ------.--------- 7527"7-- Z5274#) -- -2 4&S,U=J (b319#) 1 1 _ 1 I I O -_ _ -I-- o —I ti Q M --------------- -------- 33-L (---------------- ------- I zFla 2'-0 5/16' 933 LL <PLF) — — — — — I �(4) 2x10 SPF #2 FLOOR GIRDER I NNIv TINT LOADS SHOWN ARE IN� 9'-4' O.C. MAX. FLOOR LOAD ONLY 1 1 tt q J I I ADDITION TO UNIFORM LOADING (, (� I I I I I L _ _ _ _ —_ _ I ALL SPLICES MUST FALL OVER 1 0 1 I LOLLY COLUMNS I I I - - - - - - I I q 5'-1 1 18'-9' 580 T.L. (PLF) 1342 T.L. (PL S�'' 10' 580 T.L. (PLF) I 1 I 1 6-3' 6-3' 6'-3' 5-11' �16-6'-6' 3-8' 6-10' 6-10' ( ) I o azo�oc IIIIIIIlIIII1Il - __1 �FL- --J - - IIII 1IIII B qW(� W �JHW� W II II II I- � L -� L_ � F -,1 1 - 4--- I I � 1 179 # 374# 1° SpN PONT POINTT L_ L_ L _I _ _-- I I ----- ----- I — I- -- _ - LOA➢ LOAD LOAD 8136# 77# 77# I I POINT POINT POI TBASEMENTLOAD LOAD LOA STAIR CONC, FOOTER AREA W/ STEEL COLUMN Q> ( 2x10 SYP FOR RDE � W TJI 9-4' O.C. MAX. FLOOR LOAD ONLY 5'-=' p-C. =AX.=pT=L LOAD ONLY Q 8' MINIMUM CONCRETE WALLS ---------------------T.L. CPLF) p- ---------- ------------------ 0 IsI• STHDl4�,1--------------------------------------------------------------_-___------- 1 ` '• Bo V 4-8 7/16' Q- ^ co ' I �U 1 Z � � IN- 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YURK STATE �`1/ 8934 2 w 1.A THIS FACTORY MANUFACTURED HOME(FMB)PLAN HAS BEEN DERIVED FROM EDUCATION AW GS FOR ANY PERSON,UNLESS ACTING UNDER THE FOUNDATION DRAWINGS ARE T❑ B E USED A S A GUIDE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER �1 MG.M1168-2022-075,MANUFACTURER'S NO.M116B,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER. OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AF Y HIS SEAL TO ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE➢RAVING WITH A NOTATION'ALTERED IO'AND BY 5 OF NEV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION DF THE ALTERATION ❑R RESPONSIBILITY FOR INCORRECT FOUNDATIONS, Apr 16, 2024 NOTES: 6, MAX ANCHOR BOLT SPACING: 6'-0" O.C. (4'-0" ❑,C, MAX IN AREAS WHERE WIND VEL❑CITY 1, - IS @ OR EXCEEDS 100 MPH) 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT G" E.C. 7, WIND❑WS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PR❑VIDE 1/150 OF FLOOR 3, PIER F❑❑TINGS BASED UPON 2000 PSF ALLOWABLE S❑IL BEARING PRESSURE AREA AS FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS P❑SSIBLE 4, CONCRETE C❑MPRESSIVE STRENGTH: 2500 PSI 5, M OR S TYPE MORTAR TO BE USED ______ __ __ QN- 18054 / JN - 83850 / NY THESE PLANS HAVE BEEN E%TRACTED FROM APPROVE, `BUILDING SYSTEMS FILE➢ WITH THE STATCD E. J U7 (� W co V J Q l V El z � Q � PLUMBING VENT THRU ROOF 3' MIN. VENT STACK NOTE, To YB FIERa-.ss w1�c VENT THRU ROOF CONNECTION TO BE `T`r COMPLETED IN FIELD vrm'MRRROT Z BY BLDR/CONTRACTOR o f ]xren a Amanv I N IxttArld BATTLE WATER TIG CONTINUOUS RIDGE VENT v "I"•IRR" 11 OF �Ticii°rcaiw l lJ WATER TIGHT— NOTE, ��(END PLUGS AND CONNECTORS INCLUDED) ?aTH 11? A°i°i"ilrec`�vi's SIB RRXR NO REDUCERS ALLOWED x q� � v� AR'�°�G�1� CONTINUOUS RIDGE VENT ❑N STACK WITHIN 12' (k�F / — (END PLUGS AND CONNECTORS INCLUDED) OF UNDERSIDE OF ROOF erRn-FAR- STACK TO EXTEND arvo O q LJ 12' MIN. BELOW ROOF vA eF ( °"F""" ) z ~ LINE AND BE WATER 21 F;-°EA(xv:rxn ' �' O UNIT TO UNIT CONNECTION, TIGHT THRU ROOF 1/2' BOLTS WITH vAxm wRRRa HG r_, �' WASHERS AT 9 O.C.FIELD ti ^[ti�l INSTALLED IN FIE`➢ OR 1/2' LAGS AT 84' CC INSTALLED IN FIELD q 5/8' GYP 5/8' GYP DBL, 2.4 TOP PLATE 1? J J� 2x4 STUD J SPF R2 AT . Q "0 16 O.C. oI 1/2' GYP 00 1/2' GYPS LL_ OD (:5�7-7 6 T&G OSB SUB-FLOUR2x4 BOTTOM PLATEISTS AT IV OC. �O = I q m1ST STORY TO 2ND STORY �NAILS L+ 6' O.C. R-30 FIBERGLASS 5/8' GYP 5/8' GYP INSULATION VITH rr`` //YDBL. 2x4 IIN]T TO LINIT CDNNECTION� VAPOR BARRIERxi0 PERIMETERSV ( JTOP PLATE 1/2' BOLTS WITH FBYNAPEXAHOMESE �WASHERS AT 96' ❑C,INSTALLED IN FIELD OR 1/2' LAGS AT 84' OC , AT 16•INSTALLED IN FIELD \GYPSIM SIT1/2' GYP ^-..:TOP PLATE 1/2' GYP q Co 2x4 STUD CD SPF tC. AT SP O.C. 2x4 BOTTOM PLATE f� 10'CONCRETE MASONRY UNITS BY APEX Q OR POURED CONCRETE WALLS e• BY OTHERS UNIT TO UNIT CONNECTIONi f12 COURSE) 1/2' BUL1S W11H Q Q WASHERS AT 48' O.C. PERIMETERS iO CI�L PLATE- INSTALLED IN FIELD OR 2.R STUDS 16d NAILS 2 6' O.C. 1/2' LAGS AT 42' CC Ln PARGING COVERED INSTALLED IN FIELD 2x6 BOTTOM PLATE EXT.SHEATHING Q ]/16'D.S H. WITH BITUMINOUS 3/4'T&G OSB SO COAT COAT BELOW 1/2'EXPANSION BR SEMENT FOUNDATfON WALL GRADE JmNT ON-SITE BY BLDR.SEE FOUNDATION DETAILS BASEMENT STAIRS ARE DESIGNED 2xt0 JOISTS AT 16'O.C. 4'PERFORATED DRAM BASED ON 12 COURSE BASEMENT WALL 0j AROUND FOOTING MIN.4'POURED WITH FLOOR POURED ONTO FTGS PEPJMETER CONCRETE SLAB AS SHDWR IT SHALL BE THE RESPONSIBILITY IN 4'2B OF THE BUILDER TO INFORM APEX HOMES R-l9 FIBERGLASS INSULATION STONE BED IF THIS APPLICATION IS DEVIATED FROM 3 1/2' DIA. PIPE COLUMN WITH VAPOR BARRIER c�i4 FOR BASEMENT FOUNDATIONS (ON-SITE BY OTHERS) 2.8 PRESSURE TREATED ^~ nj of 6 MINIMUM 6 MIL.POLY VAPOR -SILL PLATE BARRIER OVER 4'2B STONE BED o cud- MIN,20'x 10'CONTINUOUS -B'FIBERGLASS CONCRETE FOOTING SILL SEALER SOLID BLOCK (TOP COURSE) ALL FOOTINGSSHALL BEAR K ON SOUND,UNDISTURBED, UNDISTURBED,VIRGIN CONCRETE FTG. PADS Q Q EARTH AND SHALL BE INSTALLED SEE INDIVIDUAL FOUNDATION BELOW LOCAL FROST LINE. PLANS FOR SIZE AND LOCATIONS � H-ti 1/2' 'EMBEDMENT ANCHOR BOLTS UI OEM M MIN.IN FROM EACH CORNER AND LE- DESIGN BEARING CAPACITY H'D'O.C.MAX.THEREAFTER.MIN. OF Q� Q OF SOIL IS 2000 PSI - TWO PER SILL PLATE) W � Q � pF NFL, o� o fe w k-� co w Q �� = w�� 08 � � w w A 9 2 ' �.` ww 34 � q� TO THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE • e�I O L� 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE F(�(1 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION DEW,LICENSED PROFESSIONAL ENGINEER,TO ALTER �`S S Q� THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURALENDESIGN O NO M116D IN A-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER 7S MODIFIED IN ANY MANNER, ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE ALTERATION. THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF Aprl6, 2024 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE � 10 Lo __ __ __________ QN - 18054 / JN - 83850 / NY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVEDl LBIE�I LII.NL SYSTEMS FILED WITH THE STATE _ J 1. PIPING SUPPORT, DWV 4'-0' O.C. VER. / 3'-0' O.C. HOR, r \ O Ln Ln 2. TEMPERATURE LIMITING DEVICE TO BE INSTALLED ON ALL CD I \ LAVATORIES, TUBS AND SHOWERS. co O 3. EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF ^� VALVE T v J 4, WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED LENGTH iul 5. USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CEAN 6`ALLOUTS SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE 3' VENT SUPPLIED AND INSTALLED [IN SITE BY OTHERS rTHROUGH 8, WATER HEATER PROVIDED AND INSTALLED ❑N-SITE BY ROOF / �I OTHERS, WATER HEATER DISCHARGE SHALL BE IN A H / 2 a NI EJ NON-HAZARDOUS LOCATION T ROUGH/ d� ROOF I�& 3• / SHOWER Z N 2 3' I NI Ni l/ l w aI `z WASHER Q u 2' WASHER co a KIT. SINK I N PAN DRAIN I CD i SHOWE�I\I\ I WC LAV Tp Mq .� LAV / / I TO DRAIN N 2' DRAIN E] l d / I FLR FORIST / N / J \ ( I 3' DRAIN / >SI � / 2' DRAIN / i FL 1ST z O q C� TO 1ST I N / FLR \ / / \ 3/4 V WC N ti FLR I v \ \ Y NI SHOWER / / 3/4 \ r' U 0CL I L 10, 1/2 / / \ \ 3/4 > 3/4\ V I� / WC 2' DRAIN I 1/2 LAV / SHOWER / FROM 2ND WASHER 1/2 / 3/a I 3/4 r \ FLR LAUNDR\ N / / I Ll 1/2 I~ SINK 3' DRAIN FROMAIN 2 D Q > >\ / FLRM 2ND \ FLR rl/ W z ~ / ry D 3 DRAIN ,I i I / / I T❑ 2ND FLR Q _ T❑ 1ST FLR \/ M LAV I \ / \ WC F I El N / iu I W \ �/ I I of/�WER 1/2 LAV J O = J q Lo \ I WC N KITCHEN SINK Q ti m 112, WASHER = tuII 1/2 \ DW LL 1/2 �7 3/4 1/2 y 0 LL / I SHOWER LAV / <\ / 3/4\ \ 1/2- 3/4I1 i / JU p c/J 2 I/ I LAV WC / 3/4 / / \ \ / > CD Cal CL 3/4 / \ \ / / O 3' DRAIN / '3/4\ \ FROM 2ND FLR / — — — COLD WATER SUPPLY \ 3/4I 3/4 — HOT WATER SUPPLY \ \ 3/4 i 1/2 I 3/4 ) U WC \ \ (_ Q I I WASHER \ Q Q 1/2 ICEMAKER TO 2ND FLR \ TO 2ND FLR � 1/2 \ q INDICATES DRAIN — — — — INDICATES VENT � / I 1 — — INDICATES DWV PLUMBING ON-SITE BY OTHERS /3/a J 1 / LAUNDR\ \ \ \ / / / 1 � \ I I I ALL DWV & SUPPLY LINES 3/ / SHOWER / SINK 3/4 \ 1 WATER HEATER To A-SITE q C\lJ I BELOW THE FLOOR SHOWN ARE I 1-1 \ \ / 1/ \ / TO BE SIZED BY THE ❑N-SITE /3/a 1/2 I CONTRACTOR & APPROVED BY I / 1/2 AV/ / THE LOCAL BUILDING INSPECTOR. 3/4 1/2 W C / ¢ Q \ / 3/4 Z_ 3/4\ 1/2 / 0 3/4 3/4 \ \ 3/4 SHOWER / / / C/) V) >LLl � I I I I I / Q 3/4 \ \ 3/4 1/2 WC 1 / \ I / 3/4 O TO 2ND FLR 3/4 \ 1/2 NF LAV 3/4I /a \ \ /4 t/2 / / "�� _` W BO`� 3/4 O � '\1 TUB LAV / / 4V \ 112 1/2 c^ 3/4 Zi rA;co \ \ 3/4 / ' C` \ ww \ 3/4 \ / 3/4 j� O 3/4\ \ / / 89342 ' 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE \ / A \� O q O 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UN➢ER THE ROL�/�/� 1' `\vE ` A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER \ 3/4 / r v\`\J v VV iT\ THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN ND.M1168-202E-0]5,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN 0R INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS \ / MODIFIED IN ANY MANNER. ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO \ / 3/4 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTIONIS IGNATUROF THE ATE OF ISUCH ALTERATION,AND A SPECIFIC \ - A p r 1 6, 2024 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY COOT � 11 QN - 18054 / JN - 83850 / NY a OJ CD wco CLI L-J 0 3 Q o Q CD co o w 0 CLI a - M Q (1j LLJLjj j ATTACH RAIL TO TOP CHORD z D w/(1) 0,131x3" NAILS, ATTACH � Q = o = RAIL TO RAIL w/(1) 0,131x3" o a N NAILS, STRAP ACROSS RIDGE o _ q to w/ SIMPS❑N CS20 STRAP AND F- (1) 0,148x2 1/2" NAILS o m o ATTACH RAIL TO TOP CH❑RD m > o N w/(1) 0,131"x3" NAILS, ATTACH q o RAIL TO RAIL w/(1) 0,131"x3" M NAILS. LAP SHEATHING ACROSS �� k FLIP AND ATTACH EACH TRUSS So CHORD w/(1) 0,131"x3" NAILS 12 2-1201 7 ATTACH STUD TO RAIL w/(2) 2x4 SPF #2 @ 16" ❑, . 0,131"x3" NAILS. ATTACH RAIL 5'-2" TO TOP CHORD w/(2) 0,131"x3" cam, "t (4) 0,131"x3" NAILS 1 NAIL, STRAP STUD TO BOTTOM 1'16„ CHORD w/SIMPS❑N CS20 STRAP !' c N�vv �,-� `0 'V q cu w/(2) 0.148"x2,5" NAILS W , Bo OU co J �k6 H cv � Ln S, � r� L z �,D � ('�j STRAP ACROSS MARRIAGE r' rLj a_ °` LINE w/SIMPS❑N CS20 � STRAP w/(7) 16 Li x 0,131"x2,5" NAILS EACH END OC 0N, cd ,_ 8 9342 ' °� Is 4'-0„ 8 ° 4,_0„ AR�FESSI�\�� gw DOLT TApr 16, 2024 Nw 2x10 SPF #2 @ 16" ❑.C. 10" Rv=606# Rv=244# o0 �o (8) 0,131"x3" NAILS Ru=-46# Ru=-183# W W 2Q� 9'-11 1/2" 9'-11 1/2" °�y 20'-0" q o NOTES: —CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE —FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS —BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING —UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH ALLOWABLE WIND SPEEDS, RESPECTIVELY Al2 QN - 18054 / JN - 83850 / NY � CD wco I � OF NE 0 0 � � Q � = w M V) ` a = CL co 0 �69 3 4 2 - cis o w N M SS I��p�, Apr 16, 2024 q Q m HIP BEAM SUPPORTS: �' q > Ri BOTTOM CHORD UNDER HIP SUPPORTS: ATTACH HIP BEAM Ri (4) 2X6 SPF #2 ATTACH HIP BEAMS (2) 1,5"X9,25" LVL WITH (2) 2X6 SPF AT PEAK WITH (8) J #2 SUPPORTS AND CS20 STRAP WITH TO SUPPORTS WITH (2) CS20 S-RAPS Q 0,131 X3 NAILSLLJ (4) 0,131"X2.5" NAILS EACH END. WITH (4) 0.131 "X2.5" NAILS EACH END. TOED. ATTACH SUPPORT TO BOTTOM C-IORDS Q WITH (2) LTS12 STRAPS. LJ z z � Qo EL NEL o = Y > LL O O Q C4 CD N M 5'-5 1/8" �}— HIP BEAM u (4) 2X6 SPF- #2 Q Q 3'-10 5/B" MAY BE SPLICED, q RAFTERS IN THE HIP AREA; M 2X6 SPF #2 AT 16"❑C, N (u I ATTACH RAFTERS TO HIP BEAM q 2'-4 1/16" m'_D WITH (4) 0,131"X3" NAILS N TOED, ATTACH RAFTERS TO co KNEEWALL AND KNEEWALL TO J Q m BOTTOM CHORD WITH SIMPS❑N r� z ° � H2,5A, ATTACH RAFTERS TO ENDWALL/SIDEWALL WITH > 9 9/161, I SIMPS❑N H2,5A OR (2) #8X3" Li 1 TOE SCREWS Is 0 i N CW III §0. AT SAVE ATTACH HIP BEAM TO00 SUPPORT WITH SIMPS❑N LTS12 m W a�s'z- ❑R (2) #8X3" q IN TOE SCREWS Q q o NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT 1 ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH 1 ALLOWABLE WIND SPEEDS, RESPECTIVELY QN - 18054 / JN - 83850 / NY �F NEB o H co p89342 -� w N R�FESS 1�� Q CC) a Apr 16, 2024 °�° o w C] OJ N M M Q � � w pa �4 a- coq � Ri � � cU Q w LJ z z `� � w ATTACH RAIL TO TOP CHORD Q Q o w/(I) 0,13lx3" NAILS, AT T ACH o ED N RAIL TO RAIL w/(1) 0,13lx3" o 2 = J q NAILS, STRAP ACROSS RIDGE = w/ SIMPS❑N CS20 STRAP AND o v a � (1) 0,148x2 1/2" NAILS a Q CD N a_ ATTACH RAIL TO TOP CHORD q o w/(1) 0,131"x3" NAILS. ATTACH RAIL TO RAIL w/(1) 0,131"x3" NAILS, LAP SHEATHING ACR❑SS FLIP AND ATTACH EACH TRUSS `D CHORD w/(1) 0,131"x3" NAILS Q Q i ATTACH STUD TO RAIL w/(2) ATTACH STUD TO RAIL w/(2) 2x4 SPF #2 @ 16' OZ 0,131"x3" NAILS. ATTACH RAIL q 0,131"x3" NAILS, ATTACH RAIL TO TOP CHORD w/(2) 0,131"x3" TO TOP CHORD w/(2) 0,131"x3" NAIL, STRAP STUD TO BOTTOM ccu OJ NAIL. STRAP STUD TO BOTTOM 11 CHORD w/SIMPSON CS20 STRAP q c�11cu OJ ' ' ' ' CHORD w/SIMPSON CS20 STRAP w/(3) 0.148"x2,5" NAILS w/(3) 0,148"x2,5" NAILS 16-' 12 6 aj \ r+ LLJ (2) #8x3" TOE SCREWS 5 1/2"0 cx 4`0„ �w BOLT 2x10 SPF #2 @ 16" O,C, o g 10" Rv=543# 10" 0 (4) 0,131"x3" NAILS °� Ru=-184# cw w wsr � 14'-0" w w co q t NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH H ALLOWABLE WIND SPEEDS, RESPECTIVELY QN -18054 / JN - 83850 / NY W E: Ln CD wco � <1 I W OF NE W . 8 �'Q/ O o W E�] f— co z G/) ,u U W Q oo� c r A 89342 '� �t� c� CD N '��FESS 14�`�� ElcU Apr 16, 2024 Q 0i W W Z ~ > Z ALL RAFTERS AT PEAK: Q q e (Z)ATTACH RA=TER TO RAIL WITH (3) p� -j N CL 2 0,131"X3" NAILS TOED, o Y INTERCINNECT RAILS WITH (3) Q o � m GA31"X3" f(AILS PER BAY, USE (1) _ Ll- CS20 STFAP ACROSS RIDGE WITH CLI w (3) 0,131 Y2.5" NAILS EACH END, Q o � 2 CD N W q 0 M 7'-2 1/4" 1'-4" 1` 1/4" q ni i0 �i (MU (U v 4 SPF 0 1 1 1 1 1 1 VALLEY SET RAFTERS: Rj _ 2x4 SPF #2 2XG SPF #2 AT 16"❑C J Q W Z_ 2x4 SPF #2 w _ 2x4 SPF #2 0 2x4 SPF #2 v �w RAFTER TO RAIL WITH (1) #8X3" TOE SCREW AND RAIL TO EACH INTERSECTING TP,USS WITH (1) #8X3" SCREWS. RAFTER TIE AT BOTTOM OF w RAFTERS ATTACHED EACH END TO Is w �� RAFTER WITH (3) 0.131"X3" NAILS, �,�, w w o NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 700 MPH AND 120 MPH H ALLOWABLE WIND SPEEDS, RESPECTIVELY 12 , 3.1 -IFIF -ILIL - • • • • ,„.a„",woo, wrzaw.;m'nuu.l • • .mxo m� 4'-115/e" 4'-115/e" O • • ...... meooHmLL TYPICAL WINDOW OPENING exn.a PANEL SPAN EQUAL OR SMALLER THAN 4 FEET MC TYPICAL DOOR OPENING SIMPSON SIMPSONPANEL SPAN GREATER THAN 4 FEET '•'' ; '-. - HDU14__.--..__.HDU14 AND EQUAL OR SMALLER rosrr:eawem s*ursssre" iAi eNOOO' rac Z ________ , THAN 6FEET ancwwx®ennwiw•vcu B"THK.K CONCRETE F. Z t ° a ro,Nwoouewms WINDOWWEUL < OX ° ...... ... .. ............ ... 6. TYPICAL MULTIPLE OPENINGS ;h�" " HORIZONTAL PROIECTION(Ie DECK) a p o D a p PANEL SPAN GREATER THAN 6 FEET ev — -'—- -- s_. • . �_ AND THAN B FEET EQUAL OR �ER f5 REBA0. w M V'1i v n,� " -t; M WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL e12'« ON 6 AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING '� w WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116' AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS,PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PRWIDED.(ROM TO SECTION 1609.1.4,1609 6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL Z O� O O aV CONSTRUCTION CODE).THIS IS NOT A SUBSTTT TION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. •� m 0.EMCJABLE STET!GRATE . e. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT 15 TO COVER. 4hnin H ' O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. '-0'min. ' UDDER RINGS ° TC r5 0.EBAR F.! PROECTION Ln 7 Z ®12'OC .p 44'mex v L O 'ADJUST FOR URGER WINDOWS F (00.LADDER EGRESS WINDOW /1 (WINDOW SHALL BE ABU TO o 0•! (PER CODE) OPEN FULLY) O .6 11 v Ow DRAM WINDOW WELLS TO BE COVERED WTU4 STEEL GRATE. .p y yTe., ""3� • e. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT dF••" • _ O X USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. �e^`' ��"� ° —6-DEEP GRAVL• 0,t D BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO ° MORE THAN M INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE - 44'mex. LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER 0 O THAN 44INCHES AND SHALL PROJECT NO MORE THAN 61NCHES INTO THE WELL UDDER TO BE PERMANENTLY 0 n° ON FIXED TO WALL OF WELL AND HAVE A RUNG SPACE OF N NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT 0•• v OF WELL .e a .a .. WINDO`Yl WELL INSIDE CLEARANCE SHALL BE MINIMUMOF 36'X 36-AND SHALL BE ADJUSTED IN SIZE FOR LARGER '� ,•Q' OPENINGS AS REQUIRED. • e. 2X6 PRESSURE TREATED SILL PLATE ,° OVER COPPER COATED TRERMITE EGRESS WELL DETAIL SHIELD AND SILL SEAL(TYPICAL) SCALE: NOT TO SOLE oZD 5/8"dia.ANCHOR BOLTS 8" 34'-6" A° D° o Ln W/3X3 SQUARE WASHER 6-5" 17'-2 5/16" AND NUT(TYP).SPACING a -- '—��-r-�-- 5'-4 11/16" 8'10" v ' TO BE 36"OC UNLESS -SLOPE GRADE AWAY: -- OTHERWISE NOTED AND T FROM BLDG -" - 1 2'4" _ WITHIN 1'OF CORNERS SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON OR(4) rIO DOING FIR AND INTERSECTIONS(TYP) I.__........_. iI_.. I_..._ - aw - .... - - STH - ' STHDI STHD14R7 � STHD STHDI4R1 D14R7�` HD74R'1 p• P• 0• D• p. p. I f I ! CLEAN FILL — °° -- - - - - e .. . e e 4'BARS D° n n : •, s a : (24 LEGS) ' ' #4 BAR @24"OC _:._.......i I --: ._.______ 1T-3 16'-7 OL �2a"oc VERTICLE(60 ksi) : o 0 : a _ I . ' $F-�l� (4)#4 BAR - - Z HORIZONTAL(60 ksi) 8"POURED CONCRETE °° 3'XTX8"FOOTING — p° Lh WALL(3500psi) w/P4 B(TYSPICCAL) ew I I : Z CA , DAMPPROOF TO CODE ----- 1 � A -- - - - - - - I -- --- 1 CO CN _jAL ALL WITH A BITUMINOUS o O%tRALLYCOLUNS j J XL6-- -..—.1..._:`..-__.I-.....--.....:.-..-..-._.. ...__—.. ... = c II----------- COATING(TYPICAL) o ----- ---------- == - I Qv, 0N (3J 9-1/2 ML GIRDER L FIR 4)2X70 DOUC O ........... BASEMENT O STAIR M 30"DOWEL AREA I vn a 0 (00 (IYP.) U)O o .-- .-- LL 1/2"EXPANSION I I O JOINT G o O L _ _ J I -- rl = 4"CONC.SLAB 1 L% 2X4 KEYWAY----- 11'-5'/z" 10'-9'/z" 10'-9'h" 11'-5'i4" i IT WA PC LL ! -. 1 i............ .... ...::. :..:. .. ..._..._. ....... .. .. .. .................. B�P ASS.. .. ..(SEE DETA i) ... j COMPACTED v ° . ................. !..... ........... :.-- —_ — i SIMPSON ________.._. _ ._......___.__..______.-._..-_. -._. _._- ...- _ ..-_______________..-_...._.._.._ ..._.._.-.-- __----_-_-___-______-_ CLEAN FILL - - --- •v v v v v v v v v v v ' � HD14R1 #4 REBAR -- 4'-8 7/16" .. ....._...I i ............ .............: ..-:-� j... -" !._ i=--i( 16"!.. (CONTINUOUS).-- . I 48-6 1.PERIMETER RAIL ATTACH TO SILL WITH 16d NAILS®V OC DRAWN BY: J F 2.PIER FOOTING.BASED UPON 2000 psf ALLOWABLE SOIL BEARING PRESSURE FOUNDATION WALL DETAIL 3.CONCRETE COMPRESSIVE STRENGTH 3000 psi 4/22/2024 5.MAX ANCHOROLT SPACING 3'-0 OC MAX IN AREAS SCALE: 3/4" = r-o" FOUNDATION PLANr SCALE: 1/4'T = ,s-On WHERE WIND VELOCITY IS OR EXCEEDS 130 mph � � H, SCALE: SEE PLAN 6.WINDOWS OR VENTS(INSTALLED BY OTHERS)ARE REQUIRED !L� ex TO PROVIDE IA50 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE t S6 ( r 1 SHEET NO: O