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05-071 87 Grove Ave 18079 [MA] Final TRA Approved~ Commonwealth of Massachusetts • Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildin ,.s and Buildin~ Components To: Linda Shea, Manufactured Buildings Program Phone Number: I Date Transmitted Linda.shea@sta te. ma. us 508-422-1955 09-05-18 Commonwealth of Massachusetts 50 Maple Street Board of Building Regulations and Standards Suite One Milford Massachusetts I 01757-3698 TI1e perso.11 forwarding material shall complete U1e following portion of this b:ansmittal. Please print clearly or type requii-ed information. Name of Person I KEVIN J. WHITE MC Number 566 I TPlA Number 03 Transmittinl? Material The following information is being transmitted to the Board of Building Regulations Please indicate the Disti!lct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to identify the appropriate Use Group.) tnnsmitted items. Building plans for review and approval Building plans forwarded as a record copy for your files (review not X Unit #18079 R-3 required). Revised buildi11g plans for review. (Please clearly identify revisions on the plans.) Revised building plans forwarded as a record copy for your files (review not required • !'lease clearly identifv revisions on the plans.) When submitting materials identified below, please ensure that you clearly indicate modifications to each page(s). indicate the BBRS\DPS Identification Number on all applicable materials. Also, please Modifications to 12rograms, manuals or drawings shall be accom12anied b:r: an index which dearl:r: identifies which eagcs are to be removed and which narres are to be renlaced. (Check the aoorooriate box for materials transmitted.) Compliance Assurance Programs Original submission Modification to: Calculations Manual Original submission Modification to: Installation Manual Original submission Modification to: Systems Drawings Original submission Modification to: Other -Provide a detailed description of any other materials which are beit1g transmitted. Identify any revisions dearly along with BBRS No. Also, identify the requested action. Site location: 87 Grove Ave - Leeds MA 11,e office transmitting this information has reviewed the above mentioned and attached materials and has found them, to the best of our knowledge and abilities, to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts' Manufactured Building Program, as applicable. I -I /) Signed by: r«A1A \ {{J;/4 Date; 09-05-18 ~'1fo:\ forms\ ~fa-transmittal -Revised Aoril 2015 ( x\ Responsibilities for construction and completion of Sparkles Home All details are subject to MA State and 3rd party approvals Vermod will provide material and labor for the following: 1. Frame, insulate, sheetrock, prime sheetrock with vapor retarder primer. 1.1. Exterior sheathing will be 7/16 ZIP sheathing; all joints sealed with 3" ZIP tape. 1.2. Exterior walls will be 10" double stud 2x4 with dense packed fiberglass insulation 1.3. 5/8 sheetrock on walls and ceilings. Prime walls and ceilings with BM Ultraspec Vapor Barrier primer and 1 coat BM Ullraspec flat wall paint-walls and ceilings to be Linen While. 1.4. Necessary blocking for cabinets, towel bars, and seat in shower 1.5. Module widths will be adjusted so that B&D modules will have a frame width of 13'8 so that police escorts will not be needed for shipping. 2. Install Kas-Kel 700 Series vinyl casement and awning windows, tape exterior nail fins to sheathing, and insulate jambs with expanding foam. 2.1. Exterior of windows will be basic frame with nail fins lo allow installation of applied casings by builder. 2.2. Color of window inside and out will be white. 2.3. Three windows will be shipped loose for lower level. 3. Install Therma Tru exterior doors as spec'd. 3.1. Exterior door for basement will be shipped loose. 4. Roof 4.1. Roof will be constructed with no overhangs. 4.2. EPDM roofing will be applied and membrane adequate to cover future soffil overhangs will be cleated to walls. 4.3. Verrnod will seal all seams between modules with foam and ZIP tape when modules are set. 5. Plumbing 5.1. install tub with valve body assembly, and drain assembly in 1st floor bath 5.2. Install shower pan, valve body assembly, and drain in 2nd floor bath 5.3. Rough in all PEX supply lines. No stop valves will be installed. 5.4. Install all DWV piping above 1st floor sheathing. 5.5. Plumbing and radon vents will be completed above EPDM roofing. 6. Mechanical 6.1. Minisplits 6.1.1. Install 2nd floor interior unit with refrigerant lines and control wire extending out east end of floor of D module, coiled with adequate length to reach exterior unit at ground level. Compressor is shipped loose. 6.1.1.1. Condensate drain will be extended to connection point in floor system 6.1.2. Install 1st floor interior unit with refrigerant lines and control wire extended out east end of B module with adequate length to reach exterior unit at ground level. Compressor is shipped loose. 6.1.2.1. Condensate drain will be extended lo underside of 1st floor sheathing 6.1.3. Minisplit interior unit and compressor for basement will be shipped loose. No other material for basement unit is provided by Vermod. 6.2. Ventilation system 6.2.1. Ducts installed in 2nd floor modules. Ducts are extended through 1st floor sheathing for supply and returns for ventilation system. 6.2.2. Ducts will be installed in wails and soffits on 1st floor and extended through 1st floor sheathing. 6.2.3. All diffusers for supplies and returns will be installed. 6.2.4. CERV shipped loose. All ducting and incidental materials for installation is provided by Builder 7. Electrical 7.1. Rough in wiring in modules, extend all home runs and module interconnects to basement with adequate length for installation in panel (by others) in mechanical area. Exact location to be specified by Builder. 7.2. Install standard light almond outlets, toggle switches, and cover plates. 7 .3. Metal conduit is required for a DC solar system; PVC is code for an AC system. Vermod will provide appropriate conduit al specified location if we have specific information at time of contract. 8. Installation of modules 8.1. Deliver modules to site with yellow light escorts 8.2. Install modules on plates installed by owner .. Plates must be level and square. 8.3. Connect modules together, anchor to foundation, install marriage wall connection plates 8.4. Seal seam in EPDM roofing between modules. 8.5. Install plumbing and radon vent pipes above roof. 8.6. Fill in Zip sheathing as necessary between modules and tape all joints. 8.7. Air seal and insulate between exterior connections of modules. 9. Ship appliances etc. that have been delivered to Vermod plant by owner for this home. The Builder will be responsible for all labor and all material for the following: 10. BUILDER REQUIRED TO NOTIFY THE LOCAL BUILDING DEPARTMENT MINIMUM 48 HOURS PRIOR TO DAY OF SET 11. Roof 11.1. Frame and finish roof overhangs. 11.2. Adhere EPDM roofing to overhangs, install flashing and tape as necessary. 12. All Exterior siding and trim and all exterior painting. 13. Complete sheetrock between modules, repair any cracked sheetrock from shipping, prime and finish paint 14. Sheetrock as necessary, prime and finish all interior trim 15. All interior flooring. 16. Ail cabinets and tops. 17. Ail Interior trim 17 .1. Interior doors 17.2. Interior window trim 17.3. Baseboards 17.4. Closet shelving 18. Install all appliances supplied by Builder 19. All interior stairs-Vermod will supply no temporary stairs 19. Electrical 20.1. Ail interior and exterior light fixtures, smoke/CO detectors 20.2. Breaker panel, breakers, meter panel, and all related materials 20.3. Installation of all wires from modules into panel, connection of all interconnecting wires between modules 20.4. All wiring and devices in basement level 20.5. Installation of solar system 21. Plumbing 21. 1. Connection of all DWV and PEX piping between units 21.2. All DWV and PEX piping below sheathing of 1st floor modules 21.3. All plumbing fixtures except as noted above 21.4. Water heater 22. Mechanical 22.1. Ventilation 22.1.1. Connect ducting between modules 22.1.2. Connect all ducting below 1st floor sheathing -ducting from 2nd floor and all ducting from 1st floor supplies and returns. 22.1.3. Install CERV, provide all necessary materials to complete CERV and connect all ducting in basement 22.1.4. Vermod can provide 1 day technical assistance for $500. 22.2. Minisplits · 22.2.1. Install exterior units for 1st and 2nd floor, compete all necessary electrical and refrigerant line connections 22.2.2. Install basement unit, provide all materials necessary 22.2.3. Connect condensate lines extended to basement and drain appropriately 23. Install basement door and windows provided by Vermod 24. Set day ~ 24.1. Provide properly sized crane. Vermod will coordinate with local crane company. § 24.2. Provide adequate area on site for crane and transporters CODE REFERENCES Buildings manufactured by VerMod LLC conform with editions of the following codes and there requirements. BUILDING CODE 1) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code IRC 2015* International Residential Code MECHANICAL CODE 2) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code !RC 2015* International Residential Code PLUMBING CODE 3) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code IRC 2015* International Residential Code ELECTRICAL CODE 4) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code IRC 2015* International Residential Code ENERGY CODE 5) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code IECC 2015* International Energy Conservation Code, 780 CMR 110 Appendix AA FUEL AND GAS CODE 6) 9th Ed. 780-CMR 51.00 Massachusetts Residential Code IRC 2015* International Residential Code PROJECT DATA PROJECT: Sparkle Residence JOB:# 18079 LOCATION: 87 Grove Ave. Leeds, MA01053 USE GROUP: R-3 CONSTRUCTION CLASS: 58 AREA: 1ST FLOOR: 1014 sf 2ND FLOOR: 787 sf VOLUME: 18176 cf NUMBER OF FLOORS: 2 HEIGHT OF BUILDING FROM TOP OF FND.: 22' OCCUPANCY LOAD PER FLOOR: (1 OCC. PER 200SF.) 1ST FLOOR: 5 PEOPLE 2ND FLOOR: 4 PEOPLE WALL AND CEILING FINISHES: MAX FLAME SPREAD INDEX 25 OR LESS MAX SMOKE -DEVELOPMENT INDEX 450 IN ACCORDANCE WITH ASTM E 84 / UL 723 0 HR. WALL CONSTRUCTION WITH UNRATED OPENINGS MIN. SETBACK FROM PROPERTY LINE TO DRIP LINE OF BUILDING: 6' TYPE OF SUPPRESSION SYSTEM: NONE REQUIRED TYPE OF SMOKE DETECTOR: PHOTO ELECTRIC TYPE CARBON MONOXIDE ALARM: UL2034 MANUFACTURER'S DATA Name: VerMod LLC Address: P.O. Box 566 Plant Address: 2677 Route 5 - .... . : . . .. ~.' I ~ ... .. ' . . I.•.. . .· ._ ·-.. " ··--·. :··- BOX PROFILE * with State Amendments and Supplements Wilder VT. 05088 Wilder VT 05088 I f--MA_AP_Pr_ov_a_l: M_c_#_: 5_66 ___ Ex_p_ira_tio_n_D_ate_: _8--16_-1_9 ______ '-T.:___-1!~~-~l!.!;-Ee.c::--=---__ -_=:;TYPICAL DOUBLE BOX WITH ROOF 1--D_E_S_IG_N_LO_A_D_S ________ THIRD PARTY INSPECTION AGENCY DATA l-""SC=.,AL=E:"""-'311"--6"=-'-"1·-0'--" ---'----------- Name: TR Arnold & Associates, Inc. Roof Dead Load: 15 psf Floor Dead Load: 20 psf Habitable Attics & Sleeping Areas: 30 psf Live Load Seismic Category R3011.2.2: No Address: 4703 Chester Drive, Elkhart, Indiana 46516 Mass TPI: #03 Expiration date: 4-30-19 PROPRIETARY INFORMATION Stairs: 40 psf Live Load All other areas Except Balconies & Decks: 40 psf Live Load This plan set and all contents herein are the exclusive property of Foundation Bearing Capacity: 1500 psf. Table R401.4.1 !RC 2015 VERMOD LLC. No reproduction, copies and/or facsimiles shall be SNOW LOAD produced in any manner whatsoever, whether in part or in whole. 1------------------------1 Coping of this plan set and/or its contents shall be cause for legal action. ( Leeds MA) Ground Snow Load Pg: 40 psf Roof Snow Load Pf: 35 psf Snow Exposure Factor: Ce 1.0 Load Importance Factor: I 1.0 Thermal Factor: Ct 1.1 Plus Drifting as Applicable WIND LOAD DATA PLATE & LABEL LOCATIONS DATA PLATE, 3rd PARTY LABEL, AND MA LABEL are located on the exterior wall under the kitchen sink. 3rd PARTY LABEL, AND MA LABELS are located in BOX A Entry Closet, BOX C Walk in Closet, BOX D Bedroom Closet DRAWING INDEX ·· .. ·. .. ·:··-·. -·: ·c,· .•... . . ·~·. . ,...., . ·.· ,,. . :· ':, ·,-> -· .. lo e.· ..... ·.···.······.·· .• ···•e . ,: .,-. ·:·· .···'·_·.- - . ·_-__ ·· .. .. ,.:-_-., _·i _, . . .· _·:-.. -·· . .. · . ·.-: ' . .·· .. Ultimate Design Wind Speed V ult: 117 mph Risk Category: II Wind Exposure: B SHT.# TITLE DATE LAST ~----i-------+D_R.A:_W-+-NR __ EV_ISE_DI BOX PROFILE Basic Wind Design Pressure: 33 psf Internal Pressure Coefficient: +/-0.18 ENERGY DATA BUILDING COMPONENT REQUIRED REQUIRED (ELECTRIC) (FOSSIL) ACTUAL Floor* Wall Ceiling / 2nd Floor Windows**' Doors Conditioned Basement .05 .05 .033 .040 .40 .07/.10 * Floor above conditioned basement. .08 .05 .033 .65 .40 .07/.10 .n/a .023 . 025 .21 .12 .025 *** Vinyl casements & awning windows: foam filled frames. triple glazed, argon filled. HEAT, AIR CONDITIONING AND VENTILATION Hot Water Heater' (hybrid heat pump) Splitter heat pump & AC combined with CERV complete Heat/ AC air source heat pump. Continuous monitoring of carbon monoxide, humidity, pollutants and whole house heat. Programmed continuous whole house heat recovery ventilation. The Home Owner's GC shall not make any penetrations through the Thermal Envelope of the modular boxes without approval from VerMod LLC Definition Of Terms CVR COVER A 1.0 BASEMENT PLAN A 1.1 FIRST FLOOR PLAN & ELEVATIONS A 1.2 SECOND FLOOR PLAN & ELEVATIONS A2.1 FIRST FLOOR FRAMING A2.2 FIRST FLOOR CEILING FRAMING A2.3 SECOND FLOOR FRAMING A2.4 ROOF FRAMING A3.1 SECTION A A3.2 SECTION B A3.3 SECTION C A4.1 SCHEDULES A5.1 DETAILS A5.2 DETAILS M0.1 MECHANICAL PLANS EO.O ELECTRICAL NOTES E0.1 ELECTRICAL PLANS P0.1 DWV PLANS P0.2 DWV ISOMETRIC P0.3 SUPPLY PLANS P0.4 SUPPLY ISOMETRIC 80.1 SITE BOX TO BOX & BOX TO FOUNDATION FASTENING 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 7/10/18 -Builder,The purchaser, who is the contractual purchaser of goods from the company will provide a construction supervisor, duly licensed in accordance with 780 CMR R5, shall, In accordance with 780 CMR 108.3.5, act as the agent for the owner/purchaser for the purpose of applying for and obtaining any and ail building permits required for the field erection of the single family manufactured dwelling subject to the provisions of 780 CMR 35 and applicable 780 CMR R3. The purchaser will be identified throughout this document as the "builder". All notes containing the term "by builder" are defining an obligation, for construction methodology/acceptable building practice for which the VM accepts no responsibility, and should be reviewed carefully by the builder and the local building inspector. All such installation instruction will be in compliance with applicable building codes. -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, LLC will be identified throughout this document as "VM". -Local Building Code Official, the official having jurisdiction for issuing permits and site inspections. -Third Party Inspection Agency, T. R. Arnold & Associates, Inc. is an independent company approved by the state having jurisdiction to provide in plant inspections and labeling of the manufactured components. -Delivery Crew, responsible for road permits, routes to site, and escort vehicles for the delivery of the modular components to their lifting location al site. -Set Crew, responsible for prepping the modular components for lifting and landing on the foundation. -Crane Service, responsible for rigging and placing the modular components on the foundation. Also responsible for safety while they are on site. -The details and instructions contained throughout this document are representative of typical construction practice complying with recognized building codes. These building codes are listed in the section titled "Referenced Building Codes", however, local building codes may require special design consideration. Consult your local building code official to review any required alternative details/materials (which deviate from the VM standards necessary for code compliance). 0 j,_~:-;E_: ____ TYPICAL DOUBLE BOX WITH ROOF SCALE: 3/16"=1'·0" . ·.' ' . .• ·. •. . . . e .: Io €S> . . . ..·. ·. . --. --_ ·: . ·-: ::. ·.· . ... ',.,.:-··. ·. ·. ·: ' _,'_ ·-> . ,, :· :·. BOX PROFILE J j._~~-;E-:--__ TYPICAL LOWER BOX DOUBLE WIDE SCALE: 3/16"-1'-0" i 24.3. Arrange for off site storage of modules delivered the day before set if required. e 24.4. Provide flagman or other traffic control if needed "-24.5. Have excavator or other equipment on site adequate to pull transporters if necessary ,-----------.... The details defining materials to be supplied by the builder are for general guidance only and code compliance for such details are the responsibility of the builder. -Structure Type: VerMod Components range from Single Box homes that are 95% factory complete to Multi Box configurations that require far more site work. See ~ 24.6. Owner will be responsible for cost of delays caused by improperly prepared site Kevin M. Finn, P .E., Inc. {l 25. Dispose of delivery waste as necessary 815 Waterbury Park Drive cl} 26. Coordinate with local building inspector for all inspections and testing as required. Elkhart, IN 46517 the BOX PROFILE to the right of this page. These diagrams will be used to focus details and site responsibilities unique to the structure type. L/~bcJ·· nc [E]~ V ////////fl u//?J'.2///bl 4F 4 BOXES lb-lb\ lib-lie INDICATES SITE WORK BUY THE BUILDER SEE JOB SPECIFIC PLANS FOR MORE DETAIL THIS IS A SAMPLING OF MODULAR BOX TYPES AND POSSIBLE COMBINATIONS OF THEM. SEE JOB SPECIFIC PLANS FOR ACTUAL ARRANGEMENTS. €S> EXTERIOR WALL ~MARRIAGE WALL 9 CEILING e FLOOR ~ ROOF FRAMING ~ 27. Make all site connections to electric, water, sewer. etc. MA PE Lie. # 39636 1r1f0i};ii};,j]:tic~m;~c~if~,TI~infrm,:is~:-~!-}-t~-i-~o-!~~-i!u-~-;-;:-~:-:r-~-ir-~-?-~~-I-~-a:_;_r~i-\~-~:-.:-:~-s~-~:-;-~r-~-;t_:_i:~-[-;~-I-:i_i_:_~-.,i~-::-~-~}-c~-p:-;:-::-o~:-~-bnf-~~-ci:-p~-t~-r~-L~~-~{-~:-f~-;r-;-::-l~-~-t~-1e:-~-;e-;i-~s-og~-r-u:~-f-r~-r:.J~o-~~-li~-~;-~e-{~-~-~-:eu-;:-b~-!-,'~-~~-.. -.r,::;;-0:;1,F,~~:~:;:S;;C~R;;;IP:;';T~IO~N:=;===~r.;~=::':y=r.~~:~:':;T:;:E===ir==,~ ••• ==t==ef'l4==l·rs······:=·tm==1 .... = .••••• ::::;r71L;===~==r:::::&=/==······=·· =ir::P:':R:::O:":J='Ec::=T::=::=Ds==E~:::=:::::R::':~=p= KTI::::=:=~:==: =R=Ecj=S=l=D=E=N=C=E=========,-;=S=H=E=E=T=T=IT=L=E=: =C=O=V=E=R1==S=H=E=E=T=======;-r=1=1=s=~=:=E=/=2=;-1 f reviewed carefully by the builder and the local building inspector. Ali such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 GROVE AVE, CVR t -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD G/1S/18 Whder VT. 05088 LEEDS, NORTHAMPTON, MA 180 79 tl: '----lL:!:Lc::!C~w~ill!..!::b:s:.e.!l:id!!een~ti!!l:fie<l:d!..!th!.!!r~ou:!l:l,n!!!ho~u!!:..t t!!.!h!!?.is.le!do!:(lc~u!.!.!m£!enl!.t£!:as!!..!t!!!he,1..'...!'V~M'.!...",.;.oe!!.r_:"V!!E:J:R!!!M1!:0!!:D!...." ________________________________ -==========:::'.::='.:::===::::'....'.:===========~=======================~====================~~====~ QTY. UNIT 2 3448SC 1 3030AW 3068 R: 1---~-----< R.O.W. R.O.H. 36" 50" EGRESS 32" 32" ---------------40'-6"------------------11< 0 ALL BASEMENT/ FOUNDATION STRUCTURAL DESIGN, MATERIALS AND LABOR BY THE BUILDER EXCEPT AS NOTED ON THE JOB ORDER SPECIFICATION (25\ r""'""'"···-·""····l \~Yf3/ --,--------·~-r-----!--8'-111/4"--- I CERV ~ 1 ii2.4\ ···---~-----------···--·-i·············_···_··_··_· ~'-~Y!.) ..... ~-~ ( WH\.. f 20J\ \..__,/ --\.CVR.' r·21·\ \~y13) Storage filfilLf! 2668 ! I /_,-1i'•, fl BASEMENT STAIR MATERIAL & LABOR BY THE BUILDER I <~y13_/ '-----······REQUIRED BEARING WALL BY BUILDER: 2X8 P-T SHOE, 2X8 TOP PLATE, 2X8 STUDS@ 16" O.C. BETWEEN TEMPORARY ADJUSTABLE COLUMNS INSTALLED BY VERMOD. I 3 WINDOW UNITS & 1 EXTERIOR DOOR UNIT WITH LOCKSET SUPPLIED ONLY BY VERMOD. INSTALLATION MATERIALS & LABOR BY THE BUILDER ·O BASEMENT INTERIOR DOORS, WALLS, & FINISH MATERIAL & LABOR BY THE BUILDER 38 1/2" 6'-10 1/2" DOOR 14------------------40'-6"------------------tl M---MODBOXFACEOF FRAMING 26'-2" . 2X10 P-T /,,,. SILL BY ' --------BUILDER 6 co Cl 0 :'2! MOD BOX FACE OF FRAMING 40'-6" L 2X10 P-T SILL BY BUILDER -~------ Mt------; BASEMENT PLAN SCALE: 3116"=1'-0" -- I I z C8: "" -----···-··-··-··-····--- I ,ix ~r1 ;\II - 1/2" DIA. ANCHOR BOLTS WITH WASHER AND NUT, MIN. 7" IMBEDDED IN CONCRETE BY BUILDER ,,_;::::::: -f--1/2" DIA. ANCHOR I " -2X8 FIRE STOP/ TOP PLATE, EAVE WALL ICF FOUNDATION B Ki30.10.1 BOLTS WITH WASHER AND NUT, MIN. 7" IMBEDDED IN CONCRETE BY BUILDER END WALL ICF FOUNDATION I I I I C Ei20.10.1 2X8 STUDS@ 16" O.C. ON 2 I I I I I I XS L P-T SHOE AS BEARING WAL BY BUILDER J---ki 1 TEMPORARY ADJUSTABLE I I~ I STL. COLUMNS INSTALLED BYVERMOD MARRIAGE WALL SUPPORT, 2X8 BEARING WALL BY BUILDER FOUNDATION NOTES 1. FOUNDATION STRUCTURAL DESIGN IS THE RESPONSIBILITY OF THE BUILDER PER SOILS BEARING CONDITION. 2. BUILDERS STRUCTURAL DESIGN SHALL COMPLY WITH ALL APPLICABLE CODES. 3. BUILDER IS RESPONSIBLE FOR ALL SITE WORK. 4. BUILDER PLACE ALL FOOTINGS BELOW FROSTLINE ON UNDISTURBED SOIL. 5. FOUNDATION PLAN IS PROVIDED FOR LALLY COLUMN PLACEMENT AND OVERALL DIMENSIONS ONLY . 6. LALLY COLUMN SPACING TO BE AS SPECIFIED ON THIS PLAN PER ENGINEERING ANALYSIS FOR THIS BUILDING ONLY. 7. BUILDER IS RESPONSIBLE FOR ALL THROUGH SLEEVES AND OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL CONNECTIONS. 8. BUILDER IS RESPONSIBLE TO PROVIDE THE REQUIRED ACCESS FOR THE BASEMENT OR CRAWL SPACE PER APPLICABLE CODES. 9. BUILDER SHALL PROVIDE THE REQUIRED EGRESS FROM ANY BASEMENT SPACE TO BE USED AS SLEEPING PER APPLICABLE CODES. 10. BUILDER IS RESPONSIBLE TO PROPERLY SIZE AND INSTALL HEADERS FOR ANY OPENINGS IN THE BASEMENT/ FOUNDATION AREA. 11. BUILDER SHALL SUPPLY AND INSTALL ALL DAMP PROOFING, DRAINAGE, VAPOR BARRIERS, AND INSULATION PER ALL APPLICABLE CODES. 12. BUILDER IS RESPONSIBLE TO PROVIDE PROPER WALL THICKNESS TO PROTECT AGAINST LATERAL FORCES ON LONG WALLS. 13. BUILDER SHALL CHECK THE FOUNDATION DIMENSIONS AND SHALL SHIM THE SILLS IF REQUIRED TO ASSURE MODULES WILL SET SQUARE AND LEVEL. 14. BUILDER SHALL LEVEL THE GIRT FRONT TO BACK AS WELL AS END TO END BEFORE CUTTING AND SETTING THE CONCRETE FILLED LALLY COLUMNS. 15. BASEMENT SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE SUPPLIED AND INSTALLED BY THE BUILDER AT LOCATIONS SPECIFIED BY THE LOCAL BUILDING OFFICIAL 16. ALL BASEMENT MECHANICAL, ELECTRICAL, AND PLUMBING MATERIALS ARE SUPPLIED AND INSTALLED BY BUILDER. DESIGN CRITERIA ROOF DESIGNED TO MEET CURRENT LOCAL, & STATE BUILDING CODES. REFER TO COVER SHEET OR CROSS SECTION FOR SNOW LOAD, WIND SPEED, AND/ OTHER SPECIFIC INFORMATION. FLOOR LIVE LOADS: FIRST FLOOR LIVE LOAD 40 PSF DEAD LOAD 10 PSF SECOND FLOOR LIVE LOAD 30 PSF DEAD LOAD 10 PSF ALL STAIR SYSTEMS DESIGNED, SUPPLIED, & INSTALLED BY BUILDER PER APPLICABLE CODES. GENERAL NOTES 1. FOOTINGS, FOUNDATION WALLS, BASEMENT SLABS, RETAINING WALLS, ETC. ARE DESIGNED & INSTALLED BY THE BUILDER PER APPLICABLE CODES. See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home lt--;:;-~e::,;:~:;;n;:7:':;::-:r,~;:;-;~-:;::;e=;~=r~,_ha-se-r.-w-ho-is-t-he-co-n-tra-ct-ua-,p-u-rc-ha-se-ro_f_go-od_s_fr-om_VW__,_w_il_lp-ro-vid-e-ex-p-er-ien-ce-d...Lp-rof-es-si-on-al-co_n_tra-ct-ors-,n-re-sp-on-si-ble-c-ha-rg_e_of-th_e_w_or-kt.,_o_co-nn-ec-t-an-d-co-m-pl-ete--'----;=No=.;::::D=E=S=CR=l=PT=IO=N===:;::B=Y=;:::D=A=TE===::;-;:::=·;::::-;::::,;::::<l;::::, __ ;::::\,;::::;!J;::::~=f,=,=~l=lI:=r= •••••••• =-•••• = •. ===,-;=PR=O=J=EC=T=D=E=S=CR=l=PT=IO=N=:============:;-;:=SH=E=E=T=Tl=T=LE=:===============;-;=2=0=F=2=2===rl ~ ~~~~::~~~~ia~~i~~t:h!tt!~~ !~i~ui~rd~~~:~:1~:~~~~oabnu~~i1~J~t~~~~:rn~~~~:~~:~~a~!1~:~il~~y~n:c~:;1:i1:·b:~~i~~;~:~re~~~~h:~~~:e:c~~~~sg~~~~~~~:~~~i;~:~~:~~~;:~~der". 2 V e r ri1 e ([j SPA~KR\;V~E;~~~NCE BASEMENT PLAN ASHE1ETO: f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 • f,__~~L=~M~~=iilo=;9~s::=:n=l:i=~c9a=~i=~~=;o~=he=h~=it~n1~=~:~c~u=0~e=~~=s~=~i=~:=r1=~~~t~~~M~T~~iri~t~"~=~=~;=~=p~-~te_d_a_nd_L_ab_e1_ed_m_o_du_1a_rc_om_p_on_e_nt_kn_o_wn_a_s_vE_R_M_o_D_H1_G_H_PE_R_Fo_R_M_A_Nc_E_MA_Nu_F_Ac_T_u_RE_D_H_o_u_s1_NG_, __ o_o_R_1G_1_NA_L_P_R_1N_T1_N_G __ M_J_o_a_11_e1_1e ____ W_'i_ld_e_rV_T_._0_5_08_8 _____ L_E_E_D_S_, _N_O_R_T_H_A_M_P_T_O_N_,_M_A __________________________ 1_8_0_7_9__, ~ 0 c:: 0 'g -0 2 a.. c:: "' C: a, :g gi_ en 0, ~ 0) ~:: ~ ~ "I" co --------------------40'-6"------------------t{ ----19'-1" --------~,,---------21'-5"----------tl FLOATING ISLAND BY BLDR. ALIGN END OF TOPS // 13 -,\ \~~~/ --M---H--+-ff-----'7--12'-11" ----i--.;, I SEE SHT. E0.1 FOR VANITY ELEVATION / . •,/ A 3.3., ~ 3' (") ~ CJ) ci CJ) a: ::i c.!:J ~ _,_ iN + ~ CEILING SYSTEM 2X4 TOP PLATES = :::!: (") 0) _, N ~ ~ (") (") .:. &, ~ 9 co i-: ::c ::c BOXA CJ) r!2. ::i - LIVING/DINING 194 sq ft i-,1 = !'~··" ;• ,.'-+---(~-2~6 .- 1 ---1s·.5 3/4" \,CVR.: ,----------------40'-6"--tE~~~~~n=t======~-~ DESIGN, MATERIAL AND LABOR FOR EXTERIOR EXTERIOR DECK MATERIALS AND LABOR ABOVE EDPM ROOFING IS BY THE BUILDER AT SITE NOT BY VERMOD I . -,. : . -. -. ,::. _· .. :-... ·: '_.' .--. ----... , I ' : .i I I ,;,,,:~ ~ I . .·· . '. ' . ' . ·-·-- ·. I I 111 ' .· .·. .' :-l I I; I /\ 1/ \ ~ 1-.,··----": i 111 i: I DECK, STEPS TO GRADE, ROOF AND RAILINGS AT ENTRY DOOR ARE BY THE BUILDER M 1------1 FIRST FLOOR PLAN SCALE: 3/16"=1'-0" @ R @ Ii lilllllli 11111111 i [1111 ' I I I I / llllilHllli lllilll I [ i /Wlm I I ! ."' I " 2 i I i i i 7 ii i CVR/ 1 u j1 I>.··. 1 · I 1 1 I I I CVR I I H' II I I II I I I I I , , , ,,, ,, .,.[ 11:!i: . I-.J l-1 ,. i ' I ' ' - I I ! [ I I '• ..•. -._,___ '. '.-.. · _,. !-··; . ,:::--.--~ l;;;;;;;;;;;;;;;;;;;;;;i----J 1-----------,-c-··.--1 .. : I ""'/ 3" :• .. , : ii"", •.. ,·.· : ' \!:_VOR : ~ 11 \ ·"" 1---------·~· --1 : ~ : ~vv < 1--------'--'-'-'-..·~1 I-' I / I-' 1 it'/'< . ----------~--1 1 -1 ·• ,, 1 -l===:k!E~~~==I 1---------'--•• ---i I-:, "./. ,,' t...: '=-==·===========--·----=----!-1-:' I:==: ! /.·: ·-. := 1---------l :,: .·. . -: . '-.'i ; ' ',,,_ ,' ., ·.· 111111111111111111111 : . .. ' ·~ - 11--h(~arl·~~,.~I I I · ·· I ' --.. --_ .I ... _-_ ... _._ .. , .. :· . - - @ ' lr, :? <"J SCALE: 314"=1'-0" a. CJ) ~ ~ ro ~ cc, FLOOR SYSTEM KITCHEN WINDOW DETAIL RANGE AND HOOD See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home @ : i1~1111-.. i···.· ......... v /~-'v DESIGN, MATERIAL AND LABOR FOR ALL EXTERIOR DECKS, STEPS TO GRADE, ROOFS AND RAILINGS AT EXTERIOR DOORS ARE BY THE BUILDER AT SITE ALL BASEMENT/ FOUNDATION STRUCTURAL DESIGN, MATERIALS AND LABOR BY THE BUILDER EXCEPT AS NOTED ON THE JOB ORDER SPECIFICATION FRONT ELEVATION RIGHT ELEVATION i:3f----::--:::-:~=:----------------------------------------------;::==;;========:::;===;:====;-;;================;-;=====================;-;====================;-r=~::"==:::'::::===ri I ~~~i;~:r.~~!e;~~haser, who is the contractual purchaser of goods from vw will provide experienced professional contractors in responsible charge of the work to connect and complete NO. DESCRIPTION BY DATE I ilil'.1, !')'[rn•··· ' PROJECT DESCRIPTION: SHEET TITLE: ST F LOO p AN 3 OF 22 ~ ~f~~::: ~~~ia~~i~~t~h!t t:: i~i~ui~rd~~~ :~: 1~:~~~n~0 a~u~~il~i~t~~~:rn~~~~t~~c~:~~a~:i~:~\~~y ~n:c~!;t:~l~b~~~i~ti~~~:e ~~~ :h:~~~i~eic~;~r;~~~~~~~i~~~i;~:~~ 5s~h:u;:~~der". 2 ••v . e t rn Q cf SPA~~iv~Ef ~~~NCE FIR R L ,r1::1 ] reviewed carefully by the builder and the local building inspector. All such work and material shall be In compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. B9x 566 2677 Route 5 LEEDS NORTHAMPTON MA 180 g iii'--VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 ' ' 7 ~ L-....!::!LL~C:..!iw(!!!ill~bee..Ji!:.':de!!.!:nti!!!.!'fi~ed!...:!th~ro~ul:l!.h~ou~t.!!.!th~is~do~cu~m~e!!!nt~as~t:!.!!he'-".?:cVM!!!.'_,_' o!!!,r_"V!..!:E:!.!R!!!M~OD!!.."--'-------------------------------------------------------------------------------------------------~ ~ 0 C 0 I C: "' a: .!ll -l!: ~ U) /,,.~··a···--\ \f~~) VERMOD IS PROVIDING FINISHED EPDM RUBBER ROOF ON BOXES A AND 8. THE STRUCTURAL DESIGN WITH REGARD TO THE HOT TUB, MATERIAL AND LABOR FOR ROOF DECK AND RAILINGS ARE BY THE BUILDER ~~--------------------40'-6"-------------------,i: :~ 10 ,_ 3 ,, ---.... -..... -.... -J~~i:·-.... -...... -..... -5·--3-.. -.-. = ... =r-, .= ... =?.=i--5-_-_-',-=-.. -=--=--=-W-=-A-=-S-H-~4-:17-~R-YE: 0 ::-18-" -HT-:--.. ,-,~_T-,2~--,,····-..... -. ----~_-_·_~_-._._0.·_··.· .. -.·lj.-_-__ -_-i ___ -_-_-\ ~_.--,-,~-1·2:-----2·,~-5'__..,'! .... .. !~;) ~~~,WTEitiv~~~~ \~~) tcv~j PLATFORM. RAISE HOOK-UPS . ! .. \f.V.,f3/ ~?,' .· " , \ !:!: / ...... .::::.; I I 1 ~ __ .,,. fatb ::: ( oJ , Laundry (TPL) r ·· 14 \ ··"' ~ <l, ),"""'). l,,. __ ,,...,.. 46 sq ft;;-'-' \ CVR ,' -.?~l.~.) . -/ 1.,, .. , .. _ .. _, ..... , ..... , .... , ..... , ..... ,, ..... , .... , ..... !, 11. :L:I J.;, r/~ .. .. HOT TUB BY. BUILDER 1· r·~ --J" /~is:· ~ , 11 m - -•• 2'-0", '. -10" ~'-10:i, -5'-9"·---1 2'-6"-1-------11'-6"-------I ' "I 111111 ... ' ~ rJ1;,. !il//52. -::-. , ,-PVCVENTSIN ~ :;::: ~--1, 1 1:--'-_:; '26 STACKWALL . 0._6) S kl B d I ~~ , 1. ~VRJ,~ 1 / 5.4 \ i5 par e e room ' / .,·, i~il ;;;; _.ii:.202:<:, ~ '08) ' • -5-3.':,~C~R,:~ @, ~ si I g 14!!.fill!t ., . J: ' CVR ' M,\.~--' (-~ iii t;! :lg B~~~g~M ~., .. r 1 •••• fl'i=i / \CVR,, · 1 INSULATED /16 .. \ "lit.: -r-, co I ~ ~ I ~ @ ~ ./ --~M:NI ~ I y~-I ; -:;·· ·, ~~-F~) ,.. ,-.m, "' ,--I / 21 '-. ·19·, ,1s1 1 (l)W' 'J" f.~1 :'?-ENCLOSE~!----'!'--' '-~-~R;' 1'-81/2" ~ ~ _"' 1, ';' DucT PIPE "c.v~. : \,C_V_R_., 1 i.-i ·--u.. :cl '"""""" ... '·· .,. (~ ... .. " @ ~ £' --c;v~)I ii i slfE!ISTtl~D~T~IL~~E-.• l~ t I 3 ~~~F---<iJ;-=· ., ... '.l=:::::::::J::~HA~N~D~RA=l5:L §~! E!E! :E! \~-c~v~~-~/ ;;;~4[./~-soFFIT F -• · / • ..----·-CABINET ~ .. (.:ii>i 1r=oN+····--,~ LATCH l (201 _ _, ' : 1....:.: I (TPL) 1-. _; [sJ I ~ ,. ~ ~ I I ~ I: I ~ 0 ~ = -' N 0 -...... I~"!-. a, f ~ ! l ' , !Tl I \~~~/ "-··----~:-0"···-· . -1~\_ D~i;~Ctt .=DFeFck';;'.b;";;'y'::':b~u~il'Fdei'iir'-+f+lt-''._·,e· SHELVES ,, I , 36" A.F.F. 1 245 ft I , Office = SI m "" 129 sq ft BY BUILDER _, ; ~ ~ ':-·1 I. '7 5'11 3/8" JACKS -··7 '? 3'-0 1/4" -~-'---" ... L4~::====~=j i~~;:1::::µMh§ii----=-;---;----~--------19'-~ ~14· --a---,--,,/-i----i.:4--+-J..=---:;.,_'"..:-, _____ -'---7'-1112" -, ... ,__.,: , , ........ , .................... ' ' ..... <--,·~· J,-1 -,----( __ ;_~;t/_'_( ___ ;_·~-~--}_ ... _/_'1 ,;.:<111-) ------15'-5" ------·4··:· ....... +-69.1\ · · \ CVR) "~ ........ ... ·:~----10'-311 ----1:~:~-------------30'-3"--------------:1 11:~----------~--------40'-6"------------------~ .. M ,_______, SECOND FLOOR PLAN SCALE: 3/16"=1'-0" EXTERIOR ROOF DECK MATERIALS AND LABOR ABOVE EDPM ROOFING IS BY THE BUILDER AT SITE NOT BYVERMOD See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home DESIGN, MATERIAL AND LABOR FOR ALL EXTERIOR DECKS, STEPS TO GRADE, ROOFS AND RAILINGS AT EXTERIOR DOORS ARE BY THE BUILDER AT SITE REAR ELEVATION ALL BASEMENT/ FOUNDATION STRUCTURAL DESIGN, MATERIALS AND LABOR BY THE BUILDER EXCEPT AS NOTED ON THE JOB ORDER SPECIFICATION LEFT ELEVATION ir---::---;:-:::--=:---------,--------------------------'-------------.===;========;===;:====,;=========================;,=====================,,===================,i=~~";;';;='il ~ ~~~ii::r.~~:e~:~haser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete NO. DESCRIPTION BY DATE ii I lllJ1[fiJ > / PROJECT DESCRIPTION: SHEETSTITELEC: Q ND F LQ QR p LAN ~~:T~2 ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". < A SPARKLE RES I DENCE gj All notes containing the term "by builder" are defining an obligation, for construction methodology / acceptable building practice for which VM accepts no responsibility, and should be 2 • V .. e ..• r • m •.. .Ct .. u.... GROVE AVE' A 1 . 2 f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 ~ -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 WIider VT. 05088 LEEDS, NORTHAMPTON, MA 18079 i '--~LL~C~w!!!'ill""b='-e i~dee!.!n!!!ctifi""ed,..,t'-"-hro""u""h""'o,,.,ut_,,_th""is_.,,.do,,,,c,,,,um""e"-"nt'-"a='-s t"-"he"--'_,_'V'-"M'_,.' .,,_,or_"V.,_,E:::!cR,,,,M""O"'--D'_' -------------------------------------------------------------------------------------------------~ I BOXB I I BOXA I ~10"~ ,- ~,~-------------·------40'M61t-------------------,i; 1, 11/4" 1'-6" -.-~M 2'-0"M-------17'-8 3/8" -------,i (2) 1 3/4"X11 7/8" LVL RIM W/ LEDGER ·. : ·. ' . I-.•••• (/) .·· 5 . --, ~~ ,-N 1·_.: .. ::. , ... · ~~ =-~ q> g> ~ I·.·_. M = I-.· -NI ci~L X .::::::::\ ~-9 1/2" T JI 230 JOIST@ 19.2" O.C .. ;;; ~ I /I· ,,.. , ... ,.1 ... I· ' t:; V::"'" ... i:·:_·::::::::::: .\ 5 ,· :. -:, . '.· Nol ~~ N_ ~~ ·'''"·" ···* .......................... I·---... , ....... , ~ = i---tt--.ii:' u__~ -o:::IY · .. .. . · .. (2) 1 3/4"X11 7/8" LVL RIM W/ LEDGER EACH BOX ·11 II~ II II II II II /~ II ....__./r;-, ~ '9--..___ ~ ~~ ~--u;> __..9 1/2" TJI 230 JOIST ~ -~ 1-:·::· !············ i-:-·-:: ~ Q I .. 4) ... ··· .'. I .. . ~= ~ . I I I ~ ~ (i> [: ',.,.L"I +1---H-,,---1t-,--fl9 -,-1 /.,.+21- 11 --tT J+-1-2!+-3 0-+t-J 0--++-I S--,-T-c1t@-,-,--fl1-tt-9 .-+21-" 0--t.+-C~. tr-~~ Ht----tt~~-rl+,--+f---H--lt--c-H--""C7' 1 +~-s-· ... ~ 0) ,.,-11 11 11 11 11 II 11 11 11 11 . -,···.1 i _:_: .. -JJ -··-· ~ ll_,_ :_J ..::....:.:L .11 -u-.·-.:~·1 1·--·1 :...:..:: --~-_. !.·_._ ~"' .·_, • ___ ,_ -. ,., ._ -1:.· .. :·-. 1-:· ... · : ... ·-.... ..... (2) 13/4"X11 7/8" LVL RIM W/ LEDGER ~----.. --.. ·---18'-91/4" ------·------.. --~J---10'-4 3/4" ----~-----...... ,---11'-4" ____ ,,, ............. ,-•: .. ':------------------40'-6"-------------------: M ,_____---_, FIRST FLOOR FRAMING PLAN SCALE: 3/16"=1'-0" ,I • .. MOD BOX < } MOD BOX 2X4 STUDS @24" O.C.-~ 2X4 STUDS@ 24" O.C.-~ I"-.... " --,, I +. I'-. II-~ --5/8" GYPSUM ~ I ) -~--5/8" GYPSUM 2X4 STUDS @24" O.C.I ) ------5/8" GYPSUM i----3/4" T&G STURDI FLOOR l 7/16" 'ZIP' SHEATHING-I "-3/4" T&G 7/16" 'ZIP' SHEATHING 'J 3/4" T&G 7/16" 'ZIP' SHEATHING--f:I 2X4 SOLE PLATE ~ [':.if L STURDI 2X4 SOLE PLATE---,...." STURDI 2X4 SOLE PLATE i"---. FLOOR I"-FLOOR ~ ~~ I :irs:? _ 2X4 SOLE PLATE _ _.1*' 1 "'S<"~· ..,J • a ~(2) 1 314 .. X11 718 .. ii..:;~-9..r.1,:::;/2::::." T.u.J-12_3_0 J0IST@19.2" O.C. ' x• -~ 91/2"TJl230 J~T@19.2" O.C. ' //(,) 1314")(11718.1 ~ LVLRIM ~ II ~ LVLRIM I 0 0 ~, rll-, 0 91/2" TJI 230 JOIST@ 19.2" 0.C. 2 2 LI=::::!::::::==;.::::::======= 2 0 1 -(:; ------~-*,16'"ZIP'SHEATHIN: ,_FE::~-------E7/16"'ZIP'SHEATHING ,_I~>-----+..1.-!..-!(...lx,,.,L""-___ Ll.7/16"'ZIP'SHEATHING § 0:: ~ 0:: 0:: "'----'g g 2X2 LEDGER g g 2X2 LEDGER "Cl co co co £. >->->-ffi ,co,,, co ,coi;,-~ 'v 'v~ V "' TYPICAL MARRIAGE RIM AT FLOOR See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home ............ -- ! A D~!~:_10.0 TYPICAL EAVE RIM AT FLOOR B ~A+~:~0.0 TYPICAL END WALL RIM AT FLOOR C D~!~:_10.0 :,; ~"9"'~·' ,-~,.~n§ ... ,¥, ntn ~;;k=============~~;i;'"~ C··~'~'-<[!;)•.n~" ;;;;;;;;;;;;;;;;;;;L=============d~~,-.~,, ·t<'•~ n,,,;;;;;;;;;;;;;;;;;;~=;==:=;=========;===;==d:=,-;====::=====;::::=;::::=;::::=;::::===,r:::::::::===:::::::::=:::==:=::==::=:==:==================;-;========d==========,r~~~~ I ~~~;~~;r,¥~~e~~~haser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete ~~-~~SCRIPTION BY DATE I Iii~), i/;7J~lj PROJECT DESCRIPTION: SHEET TITLE: I 5s~:T~2 I ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". 2 ---::: := . XI e r m O er SPARKLE RESIDENCE 1 ST FLOOR FRAMING PLAN gi All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 1 P.o·.· 8 ... 0 ... x ... 5. 6 .. 6. ····· 2 .. 6 .. 7 .. 7 .. R. · 0 -·u·t·e· 5 GROVE AVE, A2.1 ff reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 LEEDS NORTHAMPTON MA 18079 :,:; -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 WIider VT. 05088 ' ' .gi LLC will be identified throuahout this document as the "VM". or "VERMOD" ;fL......-=!~!!!!...!!~a!!lli~!..!!o!!:=!:!:..!!.~==:..22.~.!.!!!~--!..!:ll!.!!=-------------------------------------------------------------------------------------------------~ ~ 0 C: 0 ~ 'O 12 a. C: ..!!l a. ~ ~ (/) 3/4"X10" OSB PLATE--~ I BOXB I '. ,.._~------------------401-611 ------------------: ~ 9'-111/2" -9 1/2" LSL RIM,-•~e--------------30'-61/22X6 RIM EACH BOX-------..; 14-:---9'-111/2"---J.___5'-31/4"-M--5'-4"-M1--------19'-111/4"--------111: F ~ . · ·. J · , L r . ,. !! . •. \ \[_./ .. .. . :1-' I I •• . · . . . ; .. =jj==;--··11,..... > · :. ·-----.. . < -~-.•. - 1 I 2X6 JOIST @ 16" O.C . ,., ,. ·.· ·. , .... I· . · ·. _ . ·.·. 9 1/2" I JOIST ! ! ~ L ... 11 ............. 1, ......... , ·• .......... : , @ 16" O.C. . .. · -ii" ---i I .· I I ·.. ·. .· ·.·. .. . .. .JJ [~i [ b , ........... I l • -I''] '· ' · · · . ,. t 11 3/8" :;-, \ : . (d' I ' 1' ']' ' S'" i, I '3 i-:i ~ · ··_ · .· ·•· · 1;~ 114" · 1 • •• r t, :=; '-'= ·· / t ············· ·········· ··-\ 2/:i ·L .. ,i'-c-, -!f---H---+l----l+----11----11-----h s) 1 ! · · ·.· . . ·. ·.. ' .. ' 18'-0"ll-lll , , ~ 2X6 RIM EACH BOX .· .. ~: '.· .. ~ •. • !')1·~7J7iB';\ .. S~AN:?E~~TJ"of ,ii~~-= .. L~::IL !! ~. ! __ -;\ II I .~·-·····~,F-·=···=;+=~.: ~ 1 ;1 .· ·1·· . ,1,. / '><-' \ ;i IX -~ ·····--·-·-lf· .............. 11 .. ··------I •. . __.,,,-M -:::..., .,.~ I.· .-. . .. _· /'" ~ ........ \I~ F 7,_ ... :-:i!li"····· ··-···········--··-·····I···_.:. . '---l'r 9 ~2;~ .. J~iT . I r-RE~;~~~tTE)} /\A ; ~ - ~ , J· , 11 . 11 11 11 11 ·. !. _J ! I .,2/2X6 ... , 'co 3' .. . ..... . :;' ':.J BLOWN FIBERGLASS · ....... 1 ,.,, :'. __ J , 1. X f / .· ~ l ..... _il·· DENSE PACK . -.-l'•,,j ~ ~ 2X6 JOIST I ' •. INSULATION IN l() , ! · CEILINGOFROOF ... . ~ ~ @ 16" O.C. -.·. @fi . DE::::'\ II L ·. ....... . - - _t _ .. iii ' ' !~ . ff ~ / I7F) ···-·--;?"A;1 / ... . -······-·-···-·- •----.. 10'-6 3/4" -----~--.. ----8'-0 1/4" --~-4'-0" ---;•-•--7'-11112" ---• •-9'-111/2" -9 1/2" LSL RIM-~·:1-------------30'-6 1/2" 2X6 RIM EACH BOX-------11• EPDM RUBBER ROOFING 7/16"X10" 088 PLATE 3/4"X10" OSB PLATE 5/8" GYPSUM 7/16"X10" OSB PLATE M ,--.-~------, FIRST FLOOR CEILING FRAMING PLAN EPDM RUBBER ROOFING 5/8" OSB SHEATHING 2X4 TOP PLATE _ _,___-r, ---5/8" GYPSUM ....-,.1-----2X4 STUDS@ 24" 0.C. 2X4 TOP PLATE _ _,__rr ----5/8" GYPSUM '-----LVL SPAN BEAM F A50.10.0 SCALE: 1 "=1'-0" EAVE AT ROOF DECK CEILING / FLOOR RIM G ··-A~~.10.0 SCALE: 1"=1'-0" 2X4 STUDS@ 24,, O.C. 7/16" 'ZIP' SHEATHING END AT ROOF DECK CEILING / FLOOR RIM H E50.11.0 SCALE: 1"=1'-0" MARRIAGE SPAN BEAM AT ROOF DECK CEILING / FLOOR 14" I JOIST@ 16" O.C. : 2X6 JOIST@ 16" O.C. t=~~ :::: ~JOIST HANGER 5/8" GYPSUM E50.11.0 SCALE: 1"=1'-0" LVL SPAN BEAM 9'-11112" 30'-3" MARRIAGE SPAN BEAM AT ROOF DECK CEILING / FLOOR '-----LVL SPAN BEAM 7/16" 'ZIP' SHEATHING J __ E59_.11.0 MARRIAGE CEILING SPAN BEAM SCALE: 1 "=1 '-0" See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home ~ !r~~e~~~3~:~:~~~mT~~:=;~=~~ha-se-~-w-ho-is-t-he_c_on-tra-ci-ua-l-pu-rc-ha-se-r-of-go-od_s_rr_om-~-w-il-lp-ro-~d-e-ex-p-er-ien-ce_d_p-~-es-si-on-al-c-on-tra-ci-or-s-in-ra-sp-on-si-bl-ec-h-arg_e_o-fth_e_w_or-kt-o-co-nn-e-ct-an-d-co-m-pl-ete-~=N~O.rD=E=S=CR=l=PT=IO=N===TB=Y~D=A=TE==~=~1= ...• ~,=-... ·-~1~,=~·=l~i~f=:~=L.~ •.•••. ~<~, ..• ~~PR=O=J=EC=T=D=E=s=cR=l=PT=IO=N=:============~=SH=E=E=T=T=IT=LE=:===~~========~~6=0=F=2=2==n \':: modular components at site, including but not limited to building, mechanical, electrical. plumbing, and site work. The purchaser will be identified throughout this document as the "builder". • .•.•.•.•. v .•. ·.•.•.' ...•.•..•.•. e.·.·.·······-··_ •..••.• , •.•. r...... m ..•.• -...• ·I.·-•.• _ ·_o· ·····················;;,!···.··· ·.·· ·.·. ·. •. s PAR KL E RE s Io EN c E 1 ST FLOOR C EI LI N G SHEET: gj All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 2 U GROVE AVE, A2 2 j reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 P.O. B9x 566 2677 Route 5 FRAM I NG PLAN • ,;. -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 LE EDS• NORTHAMPTON, MA 180 79 :El LLC will be identified throu hout this document as the "VM" or "VERMOD" u..'----==-'-'='-'====='-"=c.:=====-='-'-'e:....,..;"'---'==;__------------------------------------------------------------------------------------------------' I BOXD I I BOXC I 2X4 STUDS @ 24" O.C.- 7/16" 'ZIP' SHEATHING 2X4 SOLE PLATE ----5/8" GYPSUM 3/4" T&G STURDI FLOOR _____ J 9 .1/2" T JI 230 JOIST@ 19.2" O.C. 7/16" 'ZIP' SHEATHING 2X2 LEDGER I ·'-, ',-A------------30'-3"--------------: (2) 1 3/4"X 11 7 /8" L VL RIM W/ LEDGER ·"!""--~~~~~~~~~~~~~~~~~~~~~~~~-~--~~---~~~~-----·,'f··-... •: '·'. : :· , ·· .• .-. : -. -·-1: ·:·/:·· .,.,.' ... ·.· __ ; .. ,, ... __ · .' -' . ·---. -1 .. ;:~------':·_: . .-·· I -. . .. .· ' 0 ·· I t · ; = i., . · . . ... · .· . •• ·.· .. · .· ~ 1·-LL......... CC) .·-... I: _: ·: ,· ~ 0 -[>--.-.:,-:: I; / (,;·. ·····-·· .-.~~ I,;;,-,,,. ----,-;:.:; -:. . f -·. ,' :_·. § < , .J ::~ 1./·,9 1/2" TJI 230 JOIST@ 19.2" O.C. ( '2, Jj. ~ ,.:11 ·.·. II II II II II .. ··. < • ; : • . . BLOWN FIBERGLASS DENSE PACK . ..• I ,._, I ' : ' INSULATION AND BOTTOM BOARD IN .· 'i I_ ,'!'-4.1+-+1-_, -IP::::;:;::. _:;c,::;:;i c;:::I MASTER BEDROOM FLOOR ONLY I •• I .· ~ 0111/4" 1'-7" ~/"' .· ·. .· i @) -1} /i Ci i \,'.i=i H ..... ··· . . ·. ·. ·.. ••. •. J: ® ~ ' 1(2) 1 3/4"X11 7/8".LVL RIMlW/LEDGER EACH BOX . . .. ; . 1 ~ ~ ~ II ..... Ill ,·. I~ JI , I~_ 11.; 11 _11 .. I . i. ~ ~= ~ © ~ ~~~ NOTE 1J,' ~ \ \ 11 ll'x 'II ~: \., . ' ·.·.·.!.· .. · ·:,·· --...._ -0 WP ~., 1 .. C) .. ·. ~-------~ ~\ ~ ,........... '! g ~ , .. e-=,::::: 1·'··'·',,,;""+i'·'"'···"·l'i',...... ~ '.: 91/2" TJI 230 ~". ~ 1'1 ~~ 0 I@ Ii ; -,. . ,,,, ... ::: ... . --"" C * ~ ~ ~ ., .. 9,1 ... /.2, H' TJ I 230 ~ , . i ~ I, ~ . ~ f { ~ ~ ~a, l~~=n::=;~~-~ ' N ~ ,, JOIST @ ~ ~ 91/2" TJI 230>-_' ' I "' :1 ~ 19.2" o.c. ~ ~ ~ ! ~ ..•. "'1 ~ -r'··-{B\ B ~~ =rh .... V '-H--+r--+r--,;-,.--tt--++--,-+t,--t--.+r---t+---++--H-H-HT-c-o-+ £:! r' -+t--tt--1+c---+r--H .... ~I··):'..--:.-_,._.···· t·:'·>· r·.,' · .. : · .. -' , I'•: I<\·:··:> c,·· • .-_·11'·······'.•.·+l···ll··'·ll'··',···+~lt .. 1.-.·: '.·.· .--..... ·· 1-,:,. ' .. a·· ,Ir ...... ' (2) 13/4"X117/8" LVL RIM W/ LEDGER 11-~---9'-7112" J 8'-8" !-4'-0"_.,.--7'-111/2"--·I •----------·---·-------··----· 30'-3"--·---------------. NOTE 1: REMOVE AT AFTER SHIMMING SOLID BOTTOM OF FLOOR JOIST TO TOP OF CEILING JOIST 2X4 STUDS@ 24" O.C. j 7/16" 'ZIP' SHEATHING ---5/8" GYPSUM 2X4 SOLE PLATE--,.... 3/4" T&G STURDI FLOOR 9 1/2" TJI 230 JOIST@ 19.2" O.C. 7/16" 'ZIP' SHEATHING M SCALE: 3/16"=1'-0" 2X4 STUDS @ 24" 0.C. I 7/16" 'ZIP' SHEATHING-.. 1 2X4 SOLE PLATE 2X4 SOLE PLATE (2) 1 314"X11 ,) LVL RIM I SECOND FLOOR FRAMING PLAN ------5/8" GYPSUM 3/4" T&G STURDI FLOOR 91/2" T JI 230 JOIST@ 19.2" O.C. 7/16" 'ZIP' SHEATHING 2X2 LEDGER See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home BOXC 7116" SHEATHING] ~24" MAX.-->! /~--· .. r 10 \ • ......................................................... .. : I 9 N ( c~: j CVR_/ ,,,_.,,_., ............... ,.·.;-!-'.·,.·,.· .. ·,,,,.,.,,,.,_.,_., ... ,.,,,.,.,.,,,co,cc,., ... ,co.,,, ................ , ... ,,.,,.,,.,.,.,,. ............. ;-oc·.'.'.' .... ,.,.,,.,, ... ,,,,,, ............... ,,.,,,, ......... ,,,,,,,,,,., ................................ , .. ,-...... ,.·., .. , ....... ,,.., ... j ..... , .. _. .. ,, ..... , ......... , .... ,, ... , .. ,.. .. ,._. ... , .. ,,.. ..... ,co ... ······-,, .... , .. ,,., ... ,;.,, ............... _._.,.,. ......... ,,'0"T ,,.~···· / 4 t! : ..-l:;! N ..-_, ,i.c 2'-5" -,1., © .... L .... . ··········--···························--··-····-···-·II·---, ......................................... , I I r#-2'-6" I I -l- \. C\/R / / ',, ________ ... / ~3'-6" ~ l~;;;=i=IE:: ~ j,<--~·-,\ / 10 , . t-3'-4" _,.____,~----=--\ CVR / !', ,.,,,., .... , ... ,,,,-.. , ···,· .. '.L,,,,.,.,'. ,.,.,,.... "'''"'·'·"''"·"''""·"''·' '·""" ..... ,,.,, ... C.'.Y., ...... ·.·· .... ,.,.,' ..... , ........ ,., .... ''·"'·'·"·'·'·""'"'·''·"'·'·f·'·'·'·"·'·'·''·'-'""''·'"'·'·'·"'·'·'"'"'"'"·''''"'·'"""'·'"''"'·'·'·'·'"·"·'"' '"·'""-"''"·"·"·'-'··'''·""'-·--·--.' ., ... 3.i i., ..... CVR:_) PANELS FASTENED TO WALL@ 12" O.C. WI 16" SIP TP SCREWS ----~--- ~-,·-. ~---------·------------· M I SECOND FLOOR SIPS RO···OF FRAMING I 11--___ ~---1 PLAN -~S~C,A.~Ll;:J/16"=1'-0" ----~---------~----·-__ _ 7/16" SHEATHING ~-PANELS FASTENED TO .MOD BOX WALL@ 12" O.C. WI 16" PANELS FASTENED"'lT:-0-"---'-~:...c......~-,-v 7116" SHEATHING n::z;:::;:z::==:::;::::z::::::;::~~==:!(::=S=IP=T=P=S=C=R=EW=S=::::-WALL@ 12" O.C. WI 16" J,_. , /~ .. / SIP TP SCREWS // ~2X6,FRM'G.,, ---SIPS PANEL RIM -----------SIPS ROOF PANEL SIPS PANEL RIM IJ;;;;;;;;;;;;::;;..,;;;;;;;:;'"=·;;;;;;;;;;.;;;;· x==l·I II !VINYL SOFFIT SIPS ROOF PANEL \\ SIPS ROOF PANEL 314"X3 112" OSB PLATE \_ ------11 _____ _ 1X8 RAKE TRIM SIPS ROOF PANEL ----------- VINYL SOFFIT ~R1X8 FASCIA ~ 518" GYPSUM @ 518" GYPSUM 518" GYPSUM RIGID FOAM WEDGE 518" GYPSUM ~-RIGID FOAM WEDGE 314"X10" OSB RIGID FOAM ~ PLATE -----WEDGE 518" GYPSUM-----9! 0 ! 2X4 TOP PLATE -...t.--rr ----518" GYPSUM ---518" GYPSUM 7/16" 'ZIP' SHEATHING --1-1----91 ---518" GYPSUM J: -.--2X4 STUDS @24" 0.C. 2X4 STUDS 7116" 'ZIP' TYPICAL ROOF CONSTRUCTION Eave, peak and gable overhangs are 2x6 ladder frames applied to the modular boxes completely external of the thermal envelope. Vinyl soffit material is applied to the underside and 1 x-Merilee or equal fascia. *** Continuous 8" aluminum drip edge AAA Roofing 060 mil fully adhered EPDM, with manufacturers latex low voe adhesive. ### Structural Insulated Panels are factory-assembled, engineered wood-faced, Structural Insulated Panels (SIPs) with a graphite polystyrene (GPS) foam core. The product is intended for use as a load bearing roof panel. Panels are nominal 13" thick (12 3/4"). The product is custom made to the specification for each use and are assembled under factory controlled conditions. The maximum product size is 8 feet by 16 feet. Facing consists of two single ply oriented strand board (OSB) . Facings a minimum of 7/16" thick conforming to 2015 !RC Table 613.3.2 and DOC PS 2-04, EXP.1 24/16 rated sheathing. End facings (short edges of panels) are minimum 3/4" OSB. End panels with the long edges supported by walls are minimum 3/4" OSB. Core material is NEOPOR Graphite Polystyrene (GPS) rigid insulation F5300 Plus Type VIII ASTM C578. The foam core thickness is 11 7/8", has a flame spread index not to exceed 75 and a smoke-developed index not to exceed 450. Facing materials are adhered to the foam core material using a thin film adhesive in accordance with the in plant quality system documentation. Splines are 11 7/8" T JI 230 joists @48" o.c. the long dimension of the panel. The spline is adhered to the foam core with the thin film adhesive. The OSB facings are direct nailed to the top and bottom chords with 6d fasteners @ 6" o.c. The opposite long edge is profiled to receive the spline of the next panel. When the panels are assembled on the walls a zig-zag bead of foam gasket material is applied to the core face. A bead of construction adhesive is applied to the top and bottom chords of between the spline and the OSB facings. The panels are pulled together and the OSB facings are direct fastened to the splines with 6d fasteners @ 6" o.c. Panel heel, peak and gable edges fastened to walls with 16" SIP TP screws 12" o.c. Wall sheathing extends above the wall plates to the top of the SIPs panel and is glued and nailed with 2 rows of 6d fasteners @ 6" o.c. All corners, edges and seams are sealed with ZIP tape. Underside of SIPs panels finished with minimum 1/2" gypsum glued and screwed 12" o.c. in the field and 6" o.c. along the edges. *'* DESIGN, MATERIAL AND LABOR BY BUILDER AM SUPPLIED AND INSTALLED BY BUILDER ### PERIMETER EPDM APPLIED TO SITE OVERHANGS BY THE BUILDER ---------- tt---SIPS PANEL RIM VINYL SOFFIT 1X8 FASCIA @ 314"X10" OSB PLATE--~ 2X4 TOP PLATE _..1--,tt---'1' II SIPS ROOF PANEL --- 5/8" GYPSUM RIGID FOAM WEDGE ----518" GYPSUM SHEATHING FASTENERS@ 6" O.C. ALONG PANEL SEAM • • ,_ .E j @24" 0.C. SHEATHING ';;1----.---=-c,---,--,--=--r---------------+----..-=--=--:-:::---=-r---i-----l----------+--.==--;-::--=--,-----===-------------jf---,.;-;=-;;--;c-::--::-r----------------+----.-------,-----------------J I TYPICAL SIPS PANEL, EAVE ROOF t 8 I 71.10.0 TYPICAL SIPS PANEL,END WALL ROOF t C F70.10.0 TYPICAL MONO PITCH MARRIAGE SIPS O M71.10.0 TYPICAL SIPS PANEL, PEAK, ROOF t ~ 1--cS~CA~LE,---L: 1,..,-"=..,,.1'-""'0"---I CEILING RIM SCALE: ;:.~1'-0;:· CEILING RIM SCALE: f'=1'-0:· ROOF/ CEILING RIM SCALE: ;:.~1'-0':· CEILING E SCALE: 1 "=1'-0" i ~~~i/::r.~~!e;:~haser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete NO. DESCRIPTION BY DATE Ii ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". v e r m O a···· ~ All notes containing the term "by builder" are defining an obligation, for construction methodology/ acceptable building practice for which VM accepts no responsibility, and should be 2 j reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 iii' -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, 0 FINAL CUSTOMER REV. MJD 7/10/18 ORIGINAL PRINTING MJD 6/19/18 P.O. Box 566 2677 Route 5 W0ilder VT. 05088 PROJECT DESCRIPTION: SPARKLE RESIDENCE GROVE AVE, LEEDS,NORTHAMPTON,MA TYPICAL SIPS SEAM SHEET TITLE: ROOF FRAMING C a, .2 E ..... 0 g :c J:; a, U) -Ct: 0 CtS (J C. en 80F22 SHEET: A2.4 18079 :g LLC will be identified throu hout this document as the "VM" or "VERMOD" u.'----'="""-.!!.!!!.-'<""-'"-"!!="-""=""""'-'-"""'-"'=="-=-==--!.!"--'-'""-.e.==c:::_------------------------------------------------------------------------------------------------------------' ~ 0 j ::, 'O e c.. C: .!!l c.. Q) :g ~ CJ) .,,,.--, ~--~ ~----- ~ai==========9~=t='j~, ...,._,___..__._._.,.._. I 8 0 X B I ..-~ I ~\ .... / ..-..- ~ 0 . 00 M+H----12'•2 1/2" ----+-!----;11++------13'-9 1/2" --00 ,___--il-+-HI ./ CA~.1) .,.. I ~\ .... FOUNDATION DESIGN, M TERIA AND LABOR BY THE BUILDER in 0 -· ...---l I L ~1--- co ASSUMED GRADE k-------12'-3 1/2" ----1----------13'-10 1/2" ------ TYPICAL EXTERIOR WALL CONSTRUCTION FINISH SIDING PER PROJECT SPECIFICATION APPLIED PER MANUFACTURERS SPECIFICATIONS 7/16" "ZIP" SHEATHING GLUED AND NAILED TO FRAMING ALL SEAMS TAPED W/ "ZIP" TAPE OUTER WALL: 2X4 STUDS @ 24" 0.C. SINGLE SHOE, SINGLE PLATE INNER WALL: 2X4 STUDS@24" O.C. (ALIGNED W/ OUTER STUDS) SINGLE SHOE, SINGLE PLATE INNER AND OUTER WALL SHOES SET ON BEADS OF FOAM ADHESIVE AND FASTENED TO DECK FRAMING, FRAMED WALL THICKNESS 10" FACE TO FACE, WALLS ARE TIED TOGETHER WITH 7/16" X 1 O" PERIMETER WINDOW BUCKS AND 3/4"X10" OSB UPPER TOP PLATE INTERIOR FINISH: 518" GYPSUM BOARD GLUED AND SCREWED TO FRAMING FILL ALL CAVITIES WITH DENSE PACK BLOWN FIBERGLASS INSULATION TYPICAL MARRIAGE WALL CONSTRUCTION SINGLE WALL EACH BOX PERIMETER 7/16" "ZIP" SHEATHING: 24" WIDE BAND AT BOTIOM TYING THE WALL TO THE DECK 48" WIDE BAND AT TOP TYING THE WALL TO THE ROOF/CEILING FULL SHEATH EACH END IN 96" FROM CORNER AS BRACING, "ZIP" TAPE SEAMS ALL GLUED AND NAILED TO FRAMING STUDS 2X4: 24" O.C. (WALLS SUPPORTING ROOF + CEILING) 16" O.C. (WALLS SUPPORTING ROOF+ CEILING+ FLOOR) SINGLE 2X4 SHOE, TOP PLATE SINGLE 2X4 WITH 3/4" X 3 1/2" UPPER PLATE. (BEVELED IF SLOPED ROOF/CEILING) WALL SET ON BEAD OF FOAM ADHESIVE AND FASTENED TO FLOOR FRAMING ROOF/CEILING SET ON BEAD OF FOAM ADHESIVE ON TOP PLATE AND FASTENED TO WALL INTERIOR FINISH 5/8" GYPSUM BOARD GLUED AND SCREWED TO FRAMING END STUD BAY (MIN. 10" WIDE) FILLED WITH DENSE PACK BLOWN FIBERGLASS INSULATION H SECTIONA SCALE: 1/4"=1'-0" INTERIOR PARTITIONS (ALL NON BEARING UNLESS OTHERWISE NOTED) FRAMING: TYPICALLY 2X4 @24" O.C. (BUT MAY BE 2X2, 2X6, 2X8, 2X10 IF REQUIRED PER PROJECT) SINGLE TOP PLATE, SINGLE SHOE INTERIOR FINISH 5/8" GYPSUM GLUED AND SCREWED TO FRAMING MECHANICAL ROOM PARTITIONS INSULATED WITH "ROXUL BATTS" SUMMARY OF USE FOR FASTENERS FOR FRAMING .1 NUMBER, OR SPACING, OF FASTENERS REQUIRED PER CONNECTION NAIL LENGTHS ARE MINIMUM, NOMINAL LENGTHS, IN INCHES NAIL SHANK DIAMETERS ARE MINIMUM,NOMINAL DIAMETERS, IN INCHES VERMOD REFERENCE CODE CONNECTIONS 2,3 JOIST TO RIM JOIST LEDGER STRIP TO RIM JOIST TO SILL OR GIRDER BLOCKING BETWEEN JOIST OR RAFTER TO TOP PLATE BRIDGING TO JOIST RIM JOIST TO TOP PLATE BUILT UP GIRDERS & BEAMS * SPACING ALONG EDGES *#AT ENDS & SPLICES CEILING JOIST TO PLATE CEILING JOIST.LAPS OVER PARTITIONS CEILING JOIST TO PARALLEL RAFTER COLLAR TIE TO RAFTER JACK RAFTER TO HIP, TOE NAILED JACK RAFTER TO HIP, FACE NAILED ROOF RAFTER TO PLATE ROOF RAFTER TO 2X* RIDGE BEAM (DRIVEN THROUGH BEAM INTO END OF RAFTER ROOF RAFTER TO 2X* RIDGE BEAM (TOE NAIL RAFTER TO BEAM TOP OR SOLE PLATE TO STUD END NAIL STUD TO TOP OR SOLE PLATE TOENAILED CAP/TOP PLATE LAPS AND INTERSECTIONS EACH SIDE OF LAP DIAGONAL BRACING SOLE PLATE TO JOIST OR BLOCKING @ BRACED PANELS (NUMBER PER 16" JOIST SPACE SOLE PLATE TO JOIST OR BLOCKING DOUBLE TOP PLATE DOUBLE STUDS CORNER STUDS COMMON NAIL INFORMATION VERMOD REFERENCE CODE: F3,F6 & F8 FASTENERS STANDARD INVENTORY AT VERMOD. ALTERNATE SIZES MAY BE SUBSTITUTED PER THE TABLE REQUIREMENTS. V.R.C. TO BE USED TO IDENTIFY FASTENERS ON DETAILS IN THIS DOCUMENT. PENNY LENGTH DIAMETER WEIGHT (in inches) (in inches) Bric ht common wire nails 6d 2 0.113 8d 2 112 0.131 10d 3 0.148 12d 3114 0.148 16d 3 112 0.162 20d 4 0.192 Deformed Shank Nails 111 6d 2 0.120 8d 2 112 0.120 10d 3 0.135 12d 3 114 0.135 16d 31/2 0.148 20d 4 0.177 {1} A deformed shank nail shall have either a helical (screw) shank or an annular (ring) shank N/A -FASTENERS NOT APPLICABLE TO CONNECTION 1 This fastening schedule applies to framing members having an actual thickness of 11/2" (nominal "2-by" lumber). 2 Fasteners listed above may also be used for other connections that are not listed but that have the same configuration and the same code requirement for fastener quantity/spacing and fastener size (penny weight and style, e.g., 8d common, 8 penny common nail") 3 Fastening schedule only applies to buildings of conventional wood frame construction where wind and seismic analysis is not required by the applicable code. In areas where wind or seismic analysis is required, required fastening shall be determined by structural analysis. Following are conditions for which codes require structural analysis: -International Residential Code -building located in areas where the design wind speed equals or exceeds 110 mph (3 second gust) or assigned to seismic design categories C, 01 and 02 (with detached one-and two-family dwellings in category C being exempt). -International One and Two Family Dwelling Code -buildings other than one story buildings in height in exposure classification AIB unless over 50 feet in height, or with unusual construction or geometric shades, with overhanging eave projections greater than 24 inches, or located in special wind regions or localities. C: a, 0 E ·-...... 0 (J :::c: :::s • • I.. I.. ...... a, 0 ti) -~ 'I-C: I.. ...... 0 ca a, a, (J C. u, .c I.. u, 0 'I-'I-0 I.. a, ti) C: > a, 0 ·-0 ...... ·-·-...... (.) -a, ·-.c -a, ·-C. a, ti) E u, C: 0 0 (J C. ti) '"C a, C: ~ ca ~ I l--;:~;::;;:::;;;ii~=0:r:-;,~:;;~:;:::e=;~:::r~:--ha-s-er-, w-h-o-is-th-e-co_n_tra-c-tua-1-pu-rc-h-as~er-o-fg-o-od-s-fr,;_om_VW_w_ill_pr-ov-id-e-ex-p-er-ien-c-ed-p-ro-fe-s-slo-n-al-co-n-tra_c_to-rs-in-re-s-po-n-sib-le-c-ha-rg_e_o_ft-he_w_o_rk_to_c_o_nn-ec-t-an_d_c_om_p_le-le---;:=NO=;=. D=E=S=C=R=IP=T=IO=N====;=BY==;=DA=T=E===,;===.1=····=· ··=-=···=-=,j=~.=~c===li;::=:l·=~.c===r= .•• ;::= ... = .. =:;-;::=PR=O=J=E=C=T=D=ES=C=R=IP=T=IO=N=:=============::,;:=S=H=EE=T=T=IT=L=E=: ====±==========::::;-;==9=o=F=2=2==r1 ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". •·.·.•.·.•· ••.•.•. •·.··.· · .. ·•. \ ........ 1 SPARKLE RES I DENCE SE CTI QN A SHEET: 1'i All notes containing the term "by builder" are defining an obligation, for construction methodology/ acceptable building practice for which VM accepts no responsibility, and should be 2 iv·• e .•. r .. m •. o•.u A3 1 f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 P.O. 139x 566 2677 Route 5 LEEDS, ~~~i~:~~TON, MA • >'; -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, O ORIGINAL PRINTING MJD 6119118 Wilder VT. 05088 18079 :g LLC will be identified throu haul this document as the "VM" or "VERMOD" LL'----"=-='-'===..:.:====-"-==='-'="'--''-"'-'L..::.!....-'-='-'===------------------------------------------------------------------------------------------------------__J 2'-0"..,;,'-------------30'-3" _______ , -------------------.!.-2'-0" - --- I MARRIAGE ) RIM MAX. SPAN/ BOX WIDTH f----+------------------------------t--------i--------+-----f---,.--.1"'!---/1 NOTES: 9 1/2" TJI 230 JOIST MAX. SPAN@40 PSF LL LIMITED TO U480 ~ I l tihj-~r--------"""""""""""""-------,,,-r-c--B-)-1~ I I BOX cJ A2.4 fa (fJ co ~ w~ ~ ~ CE!V ' ..-..- -----8'-9" -------IH--HHI----9'-7 1/2" ------------12'-8" -----+----l+-ll--+--7'-11 1/2" ----,1--+-H! ~ ~ -----~I 16'-61/4" ;:: I ---+----if+---!--7'-11 1/2" ~~ 0 ' co I 0 ' co ,_ __ 8'-6 314· ------a'-o" ------7'-o" ___ ., ___ 7'-o" --1------8'-5 114" L ___ ._J: STAIRS: GENERAL WINDING STAIRS * MIN. WIDTH ABOVE HANDRAIL 36" FINISH * WALKLINE CONCENTRIC TO CURVATURE OF STAIR & MEASURED 12" * MAX. HANDRAIL PROJECTION INTO STAIRWAY 41/2" FROM FIRST 'MIN. HEADROOM 6'-8" CLEAR AREA ON NARROW SIDE OF WINDER WALKING SURFACE * RISER HEIGHT MAX. 7 3/4", TREAD DEPTH MIN. 10" *MIN.TREAD DEPTH 10" AT WALKLINE * MEASURE RISE AND RUN EXCLUSIVE OF CARPETS, RUGS OR RUNNERS * DEEPEST TREAD MAX. 3/8" MORE THAN SHORTEST MEASURED AT ' TALLEST RISER MAX. 3/8" MORE THAN SHORTEST RISER WALKLINE ' DEEPEST TREAD MAX. > 3/8" DEEPER THAN SHORTESTTREAD * OK FOR WINDER TREADS TO NOT BE WITHIN 3/8" OF DEPTH OF * MAX. 2% SLOPE ON TREADS AND LANDINGS RECTANGULAR TREADS IN SAME FLIGHT OF STAIRS * ENCLOSED ACCESSIBLE SPACE BELOW STAIRS REQ'S MIN. 1/2" GYPSUM NOSING & RISERS * NOSING REQ'D. FOR SOLID RISERS WITH TREADS< 11" DEEP * NOSING PROJECTION MIN. 3/4", MAX. 11/4" * DEEPEST NOSING PROJECTION MAX. 3/8" MORE THAN SHORTEST 'BEVELING OF NOSING MAX. 1/2", MAX. NOSING RADIUS 9/16" SECTION B HANDRAILS * REQ'D. ON AT LEAST ONE SIDE OF FLIGHTS OF STAIRS WITH 4 OR MORE RISERS * TOP 34-38" ABOVE LINE CONNECTING NOSING EXCEPT: VOLUTE, TURNOUT, OR STARTING EASING OK OVER LOWEST TREAD FITTING OR BENDING OK TO EXCEED MAX. HEIGHT AT CONTINUOUS TRANSITION BETWEEN FLIGHTS, START OF FLIGHTS, OR FROM HANDRAIL TO GUARD * END MUST RETURN TO WALL OR POST OR SAFETY TERMINAL * MIN. 11/2" SPACE BETWEEN WALLAND HANDRAIL * HANDRAIL CONTINUOUS FROM LINE ABOVE TOP & BOTIOM NOSINGS EXCEPT: MAYBE INTERRUPTED BY POST AT LANDING VOLUTE, TURNOUT, OR STARTING EASING OK OVER LOWEST TREAD * ROUND HANDRAILS MIN. 11/4" -MAX. 2" DIAMETER * RISERS VERTICAL OR SLOPED FROM TREAD ABOVE MAX. 30 DEG. ~ FROM VERTICAL * NON-ROUND TYPE I HANDRAILS PERIMETER 4"-6 1/4" * IF PERIMETER> 6 1/4", FINGER RECESS REQ'D. BOTH SIDES ~ ' OPEN RISER TREADS MUST PREVENT PASSAGE OF 4" SPHERE "O E 0. C: "' 0:: ., I O.A. WIDTH: OUTSIDE FACE OF FRAMING TO OUTSIDE FACE OF FRAMING EQUALS MOD BOX WIDTH. MAX. JOIST LENGTH: INSIDE FACE OF RIM TO INSIDE FACE OF RIM MAX. CLEAR SPAN: INSIDE FACE OF BEARING TO INSIDE FACE OF BEARING SPANS LISTED IN TABLE ARE MAX. ALLOWABLE FOR 9 1/2" TJI 230 JOIST@ 40 PSF LIVE LOAD LIMITED TO U360. BOX WIDTH MAY BE EQUAL TO OR LESS THAN THE MAX. DIMENSIONS. SEE PRODUCTION PLANS FOR ACTUAL BOX WIDTH DIMENSIONS MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS Dead Load 10 nsf 10 osf 10 osf 10 osf o.c. Soacina 12"0.C. 16"o.c. 19.2"o.c. 24"o.c. Max. Clear Soan 18'-3" 16'-8" 15'-9" 14'-8" Max. Box Width 18'-10" 17'-3" 16'-4" 15'-3" Dead Load 20 osf 20 osf 20 osf · .• -20 osf Max. Clear Soan 18'-3" 16'-8" 15'-9.... > 14'-8" Max. Box Width 18'-10" 17'-3" 16'~4" .. i· 15'-3" T TYPICAL FLOOR SECTION 91/2" TJI 230 1------1 JOIST FRAMING SCALE: 3/8"=1 '-0" -r© Fi"-'---':----'-------------------------L.~~L-\ I L.Jt--+---------IMAX. CLEAR SPANf---------+--t1 ) MARRIAGE RIM ..-=....-----------1JOISTLENGTH1----------"-JI..--- NOTES: O.A. WIDTH: OUTSIDE FACE OF FRAMING TO OUTSIDE FACE OF FRAMING EQUALS MOD BOX WIDTH. MAX. JOIST LENGTH: INSIDE FACE OF RIM TO INSIDE FACE OF RIM MAX. CLEAR SPAN: INSIDE FACE OF BEARING TO INSIDE FACE OF BEARING TYPICAL SPECIES/GRD@ VERMOD WOULD BE #2 SPF OR #2 SPFS DEAD LOADS PER IRC TABLE R301.4 LIMITED TO L/240. BOX WIDTH MAY BE EQUAL TO OR LESS THAN THE MAX. DIMENSIONS. SEE PRODUCTION PLANS FOR ACTUAL BOX WIDTH DIMENSIONS MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS SCALE: 1/4"=1 '-0" ~ 4'-2" ..- LC) I i:,, = ..-I 0::: i:,, w CJ 0 w -I 4'-2 1/2" D ~ ~ STAIR STRINGER CUTIING ~ ~ OAK CAP .----SLOPED WALL HANDRAIL STAIR LANDING STACKED BOX CEILING JOIST 2X6 CEILING JOIST: 15'-2" CLEAR SPAN 16'-0" MAX.BOX WIDTH Dead Load 9 nsf 8 nsf 8 nsf 8 nsf o.c. Soacina 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Min. Soecies/Grd. SPF#3 SPF#3 SPF#3 SPF#2 Min. Soecies/Grd. SPFs#3 SPFs#3 SPFs#3 N/A SCALE: 3/8"=1'-0" TYPICAL CEILING SECTION 2X6 FRAMING (STACKED MOD BOXES) I BOXC I .k 12'-4 3/4" T L~ ~ HANDRAIL -2ND FLOOR BLOCKING ..-~ 12'-7"-------• I BOXAJ ~ "' ..-"' co I " °' 1ST FLOOR ~ ~ "' "' "' ~ ..-ALL STAIR o MATERIAL & LABOR ~ ..-_, I'- BY BUILDER AT SITE MAX. 7 3/4" RISER "--MIN 10" TREAD FOUNDATION DESIGN, MIN. 6, B" HEADROOM MATER/ALAND LABOR ~- BY THE BUILDER SLAB ~ ------------""-------+--1- E STAIR SECTION • • I.. ~ ... Q) Q) C: Q) .2 E ... 0 g :c l:; Q) u, - C: ~ o ca 0 C. tJJ .c: I.. tJJ ~ 't- i.. 0 Q) u, C: > -~ 0 0 :!:: .:; CJ :E ~ Q) ·-C. a, u, E tJJ C: 0 g_ 0 u, '"C Q) C: ~ ca it--;::;::;.:-;;T.::"";::;:;::=----------------'---------------------J---------,,==;;:::=======;:=:::;===:=::sc:f;A;!:!LE!:::::~1/:::;4"==1='-0!:::"==;::;::::==;==;==;-;::=========!:::S~C~AL:1::E:::::!:1£/4="=:!::1'-~0',,,,' =!::::::::====;-;==========i!:=========~====rl ! ~~~~· ;·=·~00 n-• ·~~ AAru=:~~u ~-=· SECTIONB 11 BZ~1 f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 A3.2 ~ -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6119/18 w'ilder VT. 05088 LEEDS, NORTHAMPTON, MA 180 79 :g LLC will be identified throu hout this document as the "VM" or "VERMOD" LL'---===~~===~~=="-=~"'--'-'"--"'-====--------------------------------------------------------------------'----------------,----------------' 2" 14'-21/2"-----+--=2,rlH<--------15'-91/2" ~ 1<-2'-0"------12'-21/2" 13'-91/2" . . --. 2'.(Y' 12 ,"--p:t--1 1/4 I =-=-----,=·-· . · I'_.. ~-' '--_.. -~-;:.;;:,;..-..~,;;:.;..;:~""" I --=· J -------------~m·---=-·--""""' __ ..... -.~~ ~ ,__ =~ ~-===-' / ,,-.... , /'--.... ir==j_, I I (D\ ~---··-·~·\ in[ 1 () .,, \ A2.4 ,) l TOP PLATE , _ .,, , 1 I BOX c I / 1 c , I BOX o I w ~ = SOFFIT ~\ A2.4 ,) ~ ~ ~~ "'7 ( C \ ,c • -5' ~ F-/ C \ ( T \ \ A2.3 ,)\ I<-~ co 6' 2 1/4" 5'-8 3/4" 3 /2" / A2.3 J \. A3.2) ~ 2NDFLOO.R · .,, -~1-;'.!:---.... -.. _ ,. ... -,. -~ . , A2.3 f!2 LC) co ' ..... 00 --LC) 00 . ..... ..... . ~~~======::!=~=!=~~I I "---___ + H ~... . -·~ ~/ / ollllil' i -~ ----------IS·--W"I-I • ~, I -, ~ TOPPc.LAAT:2.2)j .,:> , ·, ··\" r , ... : ... /~ IA\ ;: I BOX A I I BOX B I ( 0 \ "@J . . a /-\. A3.2 ) = ---;-r 1a , C '\ '." 1 STF : ---,: , l s·.s 1/2" ~ / 3·.5 1. ~=1=,2,,"~~ ========-,-==~-!===-,(·=, 1----1 c ~ a +--<.--~-1,, ~ ) . ---__ {_eu r T " ·, .. _. :.j r -----<m~ ~ \ _mf.------"''- \_ A3.2 ) _ ASSUMED GRADE ~ 0 ~l c:, -· - FOUNDATION DESFM A{,1' CD/ AND LABOR BY THE BUILDER , I I ~~] 1'-0"1 1'-0" ""i' ...c..,i+-,t--4'-2"---i.-11•'--'-<l•I A. 1'-0 7/8"X12"X6'-2" SIPS N 1'-0" 1'-0" ,~, _, -4'-211 ----I t.n ~ X ~ N ' x ~ 9 9 ~ ~ o::i o::i A. 1'-0 7/8"X12"X6'-2" SIPS 6'-2" 12'-3 1/2" ~ ,._ = c:, N . -cc ; r.o II + II ., 13'-10 1/2" /H\ ~ = 5' C. 1'-0 7/8"X12"XB'-8" SIPS - 1'-0" 1'-0" ~ ----6'-8"----.. ~ ~ ~ N N ~ ~ X ~ ~ = 'fr, '-0 7/8" ~ 5' 9 -~ o::i C. ~ C. 1'-0 7/8"X12"X8'-8" SIPS 11------8'-8"-----11 § 'g 4 PCS. A. 1'-0 7/8"X12"X6'-2" SIPS 2 PCS. B. 1'-0 7/8"X12"X5'-2" SIPS 'C £ 4 PCS. B. 1'-0 7/8"X12"X5'-2" SIPS 2 PCS. C. 1'-0 7/8"X12"X8'-8" SIPS - - - - I I H CS-4F SCALE: 1/4"=1'-0" KICK BOARD------ ROOF DECK DESIGN, MATERIALS AND LABOR BY BUILDER PER APPLICABLE CODE REQUIREMENTS--~, EPDM ROOFING MEMBRANE 5/8" OSB ROOF SHEATHING SECTION C i 1---..-----,----FA_L_S_E _FRA_M_E _BU_M_P_o_u_T T_o_F_U_LL_W_A_LL_H_T_. -t----,------,--F_A_LS_E_F_RA_M_E_B_U_MP_o_u_T_T_o_FU_L_L_W_AL_L_H_T. ___ .-----.---------------~ A gJ_ en PROJECTED WINDOW DETAIL 4050DC 8 PROJECTED WINDOW DETAIL 6650TC ROOF DECK AT ACCESS DOOR i,.:; I ....I -' ~ ~ '.:? (0 ~ ~ -· <".> OFFICE EAVE WALL SECTION AT WINDOW I I I I I I I I I I I ROOF DECK I I I I I I I I BOXC I I DOOR KICK BOARD I I I See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home EPDM ROOFING FLASHED \ I I I TO VERTICAL WALL FACE ~\ \ I I I ---OUT SWING DOOR ROOF DECK DESIGN, \ \ I I I _,/'/ MATERIALS AND LABOR BY \ A -,,/ BUILDER PER APPLICABLE /\ \ [l . /~-·-2/2X4 SHOE AT 5/8" OSB ROOF I \ _,,- CODE REQUIREMENTS \ \ \ ,, I / _,,,,--"-.. . DOOR OPENING SHEA THING == = = ~ , _,,_ ---.. ---~ 2ND FLOOR ~ RIGID FOAM -----J 1ST FLOOR ROOF PITCHED TO END OF MOD BOX ---. I I ,, BOXA -----····-··--·-----···-· 1ST FLOOR CEILING OUT SWING DOOR TO ROOF DECK DETAIL ~ 1-,:-,:sc;-;cc-,,-;;;--,;;-;a-;,--j !~~~e~~~~:z:~r~~T~~:=;~=~~ha-se-~-w-ho-is-t-he_c_on-tra-ci-ua-lp-u-~-ha-se-ro-f-go-od-s-~-m-~~w~il~lp~ro~vid~e~ex~p~eri~en-ce-d~p-rof-es-si-on-al-co_n_tra-ct-or-si-n-res_p_on-si-ble-c-ha-~-e-m-th_e_w_or-ktuoc~o~nn~ec~taun~d~co~m~ple-te~~=NO~.~D=E=SC=R=IP=T=IO=N===~B=Y~D=AT=E=~~~ •• ~-~·.=1=_=1~1=1~~1=1=r=JJ= •.. = ... =.=~P=R=O=JE=C=T=D=E=SC=R=IP=T=IO=N=:=~~~~~=~====~S=H=E=ET=T=IT=L=E=:===~=========~,~1~1=Q~F~2~2~1 ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be Identified throughout this document as the "builder". 2 .v e r m O cf SPARKLE RESIDENCE SECTION C SHEET: '§ All notes containing the term "by builder" are defining an obligation, for construction methodology/ acceptable building practice for which VM accepts no responsibility, and should be P.O·.·· B·.··o·x·· · ... 5 .. 6 .. 6 ... 2 . 6 ... 7 .. 7. R. oute· 5 GROVE AVE, A3 3 I reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7110118 L OS H M • 1if ~ VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6119118 Wilder VT. 05088 EE ' NORT AMPTON' A 18 Q 79 :g LLC will be identified throu hout this document as the "VM" or "VERMOD" u.'----=-=:.,:..:.,=:..:.=====:..::=c==::.:.:.::::..=::-..:.,.!!...1...:::!..-:.=.!!=------------------------------------------------------------------------------------------------' ~ 0 § ts .g e Cl.. C co 0:: "' :g co a. U) CABINET SCHEDULE NO. LABEL QTY W D H DESCRIPTION COMMENTS 01 F187 _,__1_ 111 ~'.' 87" 111X8711 TALL FILLER :=02=:=u~~3_2_48_7B __ -~ 23_" ___ 2_4 ·~-87" UTILl~g:~·sufr-~DS33;~ _i=Ds SHELF (U~~N~~)- 03 BWN246 1 6" 24 11 36" BASE WHAT NOT· REVERSED 04 SRB36 1 36" 24" 36" SINK BASE-b~B~L-D-RS---+---------~----~ _ _.,_0"5· +---=W"=B2cc.c1~+--c-1-+=2-'-1 'c--"' i---=c24-'-'~' +-"-36=-c'-1' ....cWc.cA~S='TE="'B~A=SK'°"E'c'-Tc"C~AB=,IN'°'Ecc.T-+---------·-·---1 06 TDB21 1 21 " 24" 36" BASE DRAWS 13 DRAWS 07 DCSBS36 HR 08 09 10 11 12 13 14 15 16 17 BEP3 B12FHD HL 824 FHDHL BWN2412 FDB30 B30B BSD6 BFP06 CUW18 RW3318B 1 36" 36" 1 3" 24 II 1 12 II 24 II 1 24 II 24 II 36 " DIAGONAL CORNER BASE W/ LAZY SUSAN HR 36 11 BASE END PANEL 36 " BASE 12 FULL HT DR HL 36 11 BASE FULL HT. SINGLE WITH3SRO DOOR 1 1i''->--24-,.-·-+·-36-11-+---B·A···s_E_W~H~AT~N-O--T--+----------·--··-- 1 30 11 24 11 36 " DRAWBASE 5 DRAW 1 30 11 24 11 36 11 BASE 30 BUTT DOORS WITH2SRO 1 6 11 24" 3~ ,:1 BASE SPICE DRAW 6" 24" 30 11 BASE FILLER PULL OUT 6" 12 11 18" CUBBYWALL VERTICAL 1 33 II 24 II 18 II REF. WALL CAB. BUTT DOORS I--+---·----+--·-+---+-··-+--··-·+---~~---+--·--····· -------j WHAT NOT SHELVES WNR-LEFT 18 WNRSR33 L 33 II 19 20 W1833 HR W4833T 1 18 II 12 II 12 II 33 11 WALL CABINET SINGLE __ , ___ D_O~O~R~--+--------------j 33 11 • WALL TRIPLE DR 15-18-15 1 48 II 21 DS2433 HR 1 24 II 22 W1533 HR 1 15 II 24 W3633 1 36 11 25 VS30BK X 21 1 30 II 24" 12 II 12" 21' 33 11 DIAGONAL CORNER W/ LAZY SUSAN HR 33 II 33 11 33 II WALL CABINET SINGLE DOOR HR WALL DOUBLE DOOR VANITY SINK BASE W/ BLANK I DBL DR 26 VDB13.5 X 21 3 1~ ~/ 21" 33 11 VANITY DRAWER BASE 27 VS45BK X 21 1 45 11 2111 33 11 VANITY SINK CABINET W/ BLANK I DBL DR ~28_~_M_C_15_24_~_1 ~_15_11~_4_"~_24_11~---_ MEDICINE CABINET ___ -----···---····- ,---------------···-· --·-.• DOOR SCHEDULE ·------····-·- NO. LABEL QTY I FLR SIZE I w H R/0 DESCRIPTION 01 3068 W/2-1411 SL 1 1 5868 68 II 80 II 70 1/211X82 1/211 MULLED UNIT-HR 02 3068W/1-12 SL 1 1 31068 45 1/2" 80 II I 461/211X8111 MULLED UNIT-HR I 03 3068 1 0 3068 REX 36 11 80 II 38 1/2"X8311 EXT. HINGED-DOOR E03 04 2868 1 2 2868 REX 32 II 80 11 34 1/211X82 1/211 EXT. HINGED-DOOR E03 05 5068 1 1 5068 LIN 60 11 80 II 6211X821/2 11 SLIDER-DOOR P09 06 1330 1 2 1330 R IN 15 II 36 11 17"X381/211 HINGED-SLAB 07 2068 1 1 2068 LIN 24 1/8 II 80 II I 26 1/811X82 1/2" HINGED-DOOR P09 ' 08 2068 1 2 2068 LIN 24 11 80" 26"X821/211 HINGED-DOOR P09 09 2468 1 2 2468 REX 28" 80 I 30"X83" EXT. HINGED-DOOR E03 10 2668 2 1 2668 R IN 30 II 80 3211X821/211 HINGED-DOOR P09 11 2668 1 1 2668 LIN 30 II 80 32"X82 1/211 HINGED-DOOR P09 12 2668 2 2 2668 LIN 30 11 80 I 3211X821/2" HINGED-DOOR P09 13 2668 1 2 2668 R IN 30" 80 I 3211X821/211 HINGED-DOOR P09 I 14 2868 1 1 2868 LIN 32 II 80 34"X821/2" HINGED-DOOR P09 15 2868 1 2 2868 R IN 32 II 80 3411X82 1/211 HINGED-DOOR P09 16 6068 1 2 6068 R IN 72" 80 74"X821/211 SLIDER-SC01 MIRROR DOOR 17 151068 1 1 151068 190 II 80 I 19211X82 1/211 DOORWAY I 18 21036BD 1 2 21036 34 II 42 36"X441/211 DOORWAY ' 19 2668 2 0 2668 30 II 80 32"X821/211 DOORWAY 20 2668 1 2 2668 30 II 80 3211X821/211 DOORWAY 21 2666BD 1 1 2668 30 II 80 3211X82 1/211 DOORWAY 22 4668 1 2 4668 54 11 80 56"X821/211 DOORWAY 23 2066 1 1 2066 LIN 24" 78 2611X80 1/211 HINGED-DOOR P09 1. ALL CABINETS AND COUNTERTOPS BY THE BUILDER AT SITE 2. BUILDER RESPONSIBLE TO VARIFY THE CABINET SCHEDULE FOR SIZE AND LOCATION 3. ELECTRICAL LAYOUT IN KITCHEN COMPLETE AS PRACTICAL PER PLAN AND CABINET LAYOUT BY VERMOD 4. KITCHEN ROUGH PLUMBING PER PLAN AND CABINET LAYOUT BY VERMOD 5. KITCHEN SOFFIT PER PLAN BY VERMOD . .. -· HEADER THICKNESS ( 16 \ 2X8X73 1/211 (21 \CVR) 2X6X49 1/211 (21 '~ .. / . . 2X6X41 1/211 (21 1 3/4" 2X6X37 1/211 <21 1 3/4" 2X8X6511 (21 1 3/811 1. DOORS 05-23 SUPPLIED AND 2X6X2011 /2 1 3/811 INSTALLED BY THE BUILDER 2X6X291/8" 2) 1 3/811 2. BUILDER RESPONSIBLE TO VARIFY 2X6X2911 (2 1 3/8" SCHEDULE INFORMATION BEFORE 2X6X3311 (2 1 3/811 2X6X3511 /21 1 3/8" ORDERING DOORS 2X6X3511 2) 1 3/8" 3. EXTERIOR DOOR 03 FOR THE 2X6X3511 /21 1 3/8" BASEMENT SUPPLIED BY VERMOD, 2X6X35" 12l 1 3/811 INSTALLED BY THE BUILDER 4. DOOR 01,02 & 04 STANDARD EXTERIOR 2X6X3711 2) 13/8" 2X6X3711 I 2) 1 3/8" LOCKSETS SUPPLIED AND INSTALLED 2X10X7711 21 1 3/811 BYVERMOD 2X12X19511 21 5. DOOR 03 STANDARD LOCKSET 2X6X39" 21 SUPPLIED BY VERMOD INSTALLED BY 2X6X35" 21 THE BUILDER 2X6X3511 2) 6. ALL INTERIOR DOOR LOCKSETS 2X6X3511 21 SUPPLIED AND INSTALLED BY THE 2X8X59" (2) BUILDER 2X6X29" 21 1 3/811 .------------------~~~~~--------!-( 2 ' J--..-:::,-..,-;:::,;:;;-,==::-r-=-:;:;-;-r-;-;;==-i--,"""'"'--r--::-==c:'WC.:.:,IN'i:D::OW;+.::::SC'="H='=E""'DU;::..:L=E---=-===~\ ,,CVR j . NO. QTY FLOOR WIDTH HEIGHT R/0 EGRESS TEMPERED DESCRIPTION ----_ . .--..,.,H=EA.,.,:Dc::E=R--,--C:,"":0::-:-M.,.,..M"=E""'NT""S,---i __ 0_1 _ _,__1--+_2_-+-_1_8_" -+--20_"--+-2~0_"X_22_"-+--·---··+--Y=E=S-+--_~SN'"'"G=L'-'C""'A=SE=M=E"-'NT-'-·'-"HR-'---+---2=-X=6X'-"2=3'_,_' 2=---1-=~~~--1 02 2 2 18" 60 11 2011X62" SNGL CASEMENT-HR 2X6X23" (2) REQUIRES FALL PROTECTION 03 1 1 24" 18 " 26';X2011 AWNING 2X6X29" 2 04 1 2 24 11 24 " 2611X26" AWNING I 2X6X29" 2 ,__0~5--+---1-+-~1 --+~2~4 -11 -+-~28~11---1~2~~6~11x=30~11-l-------···-·-+--y=Es~-1----C.,CAW""NCCC1c-'-NG='------+--=2'""x5""'x:c=.c29'=-11 .CCC2L.._-1-----...., 06 1 2 34 11 42 11 3611X4411 YES SNGL CASEMENT-HR 2X6X39" 2 l--~--+--=-+--c'---+--"~-t---'-''-c--1-=-'-~-l-~C.-:...-,----·-··---+-- 07 2 0 34 11 48 11 3611X5011 YES I SNGL CASEMENT-HR 2X6X39" 2 1---~'"":--+--~'-+-o=-1 ___ -1..,. __ -=~~-=--~ __ -::~1---"-'~~'-::--1-~=~'"'"::~=~~=-::-+-----1------1----.. _ ~~~:~~ ______ I ~~~~~~:: ~~ __________ _ ~--·1~ 3---2 36 11 1--7.42c-7.11--1-3"""'87.C11X0744"=11-1--,..,,YE=sc--+-----+-~s-NG=L-'c~A-'c-sE='M-'-"EC,..N=T-=H~R--+-1-31=4x-'-"3'"'"11-'-"2x,.,.,4,=,1,~, 12-D+------j 11 1 1 78 11 60 11 79"X61" TRIPLE CASEMNT-LHURHR 2X10X82" (2) 12 3 1 36 II 60 II 3811X62" YES SNGL CASEMENT-HR 2X6X41 11 (2) 13 2 1 48 11 60 11 5011X6211 DBL CASEMENT-LHL/RHR 2X8X53" (2) REQUIRES FALL PROTECTION REQUIRES FALL PROTECTION REQUIRES FALL PROTECTION 1. ALL GLAZING TO COMPLY WITH THE STATE BUILDING CODE. SAFETY GLASS SHALL BE USED IN LOCATIONS AS PER CODE AND SHALL BE AS SO IN ACCORDANCE WITH CODE. 2. REFER TO ELEVATIONS FOR OPERATION OF WINDOWS AND DOORS. 3. GLAZING TO BE LOW-E ARGON FILLED, TRIPLE GLAZED INSULATED GLASS UNIT. SHGC: 0.50 MIN. ON ALL ELEVATIONS: Li-FACTOR= 0.21 4. EXTERIOR COLOR: WHITE 5. INTERIOR COLOR: WHITE BUILDER TO PROVIDE WINDOW FALL PROTECTION AS REQUIRED BELOW FOR WINDOW NUMBERS: 02, 11, 12, 13 R312.3 Window fall protection. Window fall protection shall be provided in accordance with Sections R312.2.1 and R312.2.2. R312.2.1 Window sills. In dwelling units where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: position. 1. Operable windows with openings that will not allow a 4-inch-diameter sphere to pass through the opening where the opening is in its largest opened 2. Operable windows that are provided with window fall protection devices that comply with ASTM F 2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R312.2.2 Window opening control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening are of the window unit to less than the area required by Section R310.2.1. See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home ~ I t--;:;~e:;~~:;ni:;;:::e::::-nrA~~;:;;::::e;=:s:-ch-as-e-r, w-h-o-is-th_e_co-nt-ra-ct-ua-1 p-u-rc-ha-se-r-of-go-o-ds_fr_om_VW_w_ill _pr-ov-id-e e-x-pe-rie-n-ce-cl-pr-of-es-si-on-al_c_on-tra_c_to-rs-in-re-sp-o-ns-ib-le-ch-a-rg_e _of-lh-e-wo-rk_t_o _co-nn_e_ct-an_d_co_m_p-let_e_r=~=:==:-~=;:· =~=~S=C=R=IP=T=IO=N===,=B=Y==,=D=A=T=E===;i;==::::1::::···=· ',.=-= ..• =tt=:,::::m.r=iil=~!=r;J::::Iti=:::=<=<:= .. =,-;=P=RO=J=E=C=T=D=Es=c=R=IP=T=IO=N=: =============,;:::S=H=E=ET=Tl=TL=E=: ====!::::::==========;,1=1=2=o=F=2=2=;1rl ~ ~f~~::~ ~~~faf~~;1:h:t t~~~ !~i!ui:rd~~:. :~~ 1~:~~~~o :i~~l~i~t~~~~:rn~~~~t~~c~:~~a~~~:~~~y ~n:c~~;t;il~b:~~i~ti~~~~ ~~~ ~h:~~~:eic~;~~sg~~~~~h~~:~~~i;~~~~ss~~:;~b~~der". 2 """ := ::: \/ ie r rn 0 er SPA~~iv~l0~~N CE s CH ED u LE s A4T:1 l reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 • ~ -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, a ORIGINAL PRINTING MJD 6/1 g/18 Wheler VT. 05088 LE EDS, NORTHAMPTON, MA 18 Q 79 :g LLC will be identified throuahout this document as the "VM" or "VERMOD" u..'----"'=-'=~===..c===-=-=-==='-'=-=-"--'-=-'-=-:..:=-==--------------------------------------------------------------------------------------------------__J 0 SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION c:i a,: 0:: 0 0 Cl I NER DOOR HOR. D OR HOR. PER SCH. i'o II c:i a,: 0:: 0 0 Cl FL ORSYSTEM OUTER JACKS: R.O. HT.· 11/2" INNER JACKS: R.O. HT.+ 3 1/2" OUTER HEADER: R.0. WIDTH + 3" INNER HEADER: R.O. WIDTH+ 10" K ~93:~o.o TYPICAL WALL SECTION AT DOOR SCALE: 112"=1'-0" SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION 3/4"X10" OSB TOP PLATE 7/16" ZIP SHTG. en UJ 5:: ;;; i--: ::c .....l ...J ~ 5/8"GYP 2X4 TOP PLT. 5/8"GYP 2X4 SOLE PLATES OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING N T 2X4 CRIPPLES \ I TOP PLATE -i f\ / -2X4 INNER HEADER UNLESS OTHERWISE NOTED ' -' . c:i a,: 8 Cl ·• 1~X10'"HEADER8UCK \ I -OUTER HEADER PER SCHEDULE I 4--2X4 JACK STUDS ' en UJ ; r,, + >--<H-1---l I ' I I >-----tH-1- c:i a,: 15 ~ 2X4 KING STUDS I i--112.tO" DOOR BUCKi --1 I @ 2X4 SDLE PLATE ,D OUTER JACKS: R.O. HT.· 1112" INNER JACKS: R.O. HT.+ 3 1/2" OUTER HEADER: R.O. WIDTH+ 3" INNER HEADER: R.O. WIDTH+ 10" 0 Cl _/ TYPICAL EXTERIOR DOOR FRAMING SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION WINDOW HOR. PER SCH. en UJ 1i:: ~ c:i i--: a,: ::c ~ .....l i--: 0 .....l ::c Cl ~ ~ z ?i: UJ ::c ~ JACK LENGTH: HEAD HT.· 1" LOWER CRIPPLES: HEAD HT.· (R.O. HT.+ 31/2") SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION 5 /B"GYP. LADDER 2X4 BLOC o.c. KS@24'/ "' IX/14----5 /8"GYP. T I/ I 9 N .. l:lll ·- ~ . ~ .• N M ~94~:s.o SCALE: 112"=1'-0" TYPICAL BLOCKING FOR WALL INTERSECTIONS OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING 0 2X4 CRIPPLES TOPPLATE -i @ -2X4 INNER HEADER UNLESS OTHERWISE NOTED .J l 1/2"X10" HEADER - BUCK I ~ OUTER HEADER PER SCHEDULE -2X4 JAC~ STUDS ~ -2X4 KING STUDS 4--1/2"X10" WINDOW BUCKS -:\_; 2X4 SILL -+H-'7' 2X4 CRIPPLES H--1.~II 11 2X4 SOLE PLATE 1> JACK LENGTH: HEAD HT. -1" LOWER CRIPPLES: HEAD HT.· (R.O. HT.+ 3112") _/ 5/8"GYPSUM '----7/16" ZIP SHEATHING -----BOX LENGTH (72' MAX.)- s EXTERIOR DOOR UNIT SCALE: 11/2"=1'-0" DENSE PACK INSULATION PICAL EXTERIOR WALL CORNER +-i~--H+--DENSE PACK ~ ~ INSULATION TYPICAL EXTERIOR DOOR HEAD DETAIL ,----5/8" GYPSUM 1/2" SHEATHING BUCK \ 11/2" POLY ISO. RIGID INSUL ---, EXTERIOR DOOR UNIT SCALE: 11 /2"= 1' -0" DOOR UNIT KICK BOARD TYPICAL EXTERIOR DOOR JAMB DETAIL FLOORSHTG. ~~ ---FLOOR SYSTEM EXTERIOR WALLS PARALLEL TO THE LONG AXIS OF THE MODULAR BOX ARE BEADING WALLS. SUPPORTING ROOF AND CEILING: OUTER WALL LOAD BEARING, 2X4 STUDS @24" O.C., SINGLE SHOE SINGLE PLATE, LOAD BEARING HEADERS. INNER WALL NON BEARING, 2X4 STUDS@ 24" O.C., SINGLE SHOE, SINGLE PLATE, NON-BEARING HEADERS OUTER AND INNER TOP PLATE TIED TOGETHER WITH 3/4"X1 O" OSB UPPER PLATE SUPPORTING ROOF, CEILING AND FLOOR: OUTER WALL LOAD BEARING, 2X4 STUDS@24" O.C., SINGLE SHOE SINGLE PLATE, LOAD BEARING HEADERS. INNER WALL BEARING, 2X4 STUDS@ 24" O.C., SINGLE SHOE, SINGLE PLATE, LOAD BEARING HEADERS OUTER AND INNER TOP PLATE TIED TOGETHER WITH 3/4"X1 O" OSB UPPER PLATE SCALE: 1112"=1'·0" @ I Jil 1: __ WINDOW WITH .1,u\ INTEGRATED __j NAILING FLANGE /~ DENSE PACK ""----.',~tr INSULATION 5/8" GYPSUM FINISH CASING ~ ~ EXTENSION JAMB 0 TYPICAL WINDOW HEAD DETAIL SCALE: 11/2"=1'-0" ~ ~ FINISH CASING EXTENSION JAMB ----,i WINDOW WITH INTEGRATED NAILING FLANGE @ !::::;·;:"·j( DENSE PACK INSULATION 5/8" GYPSUM TYPICAL WINDOW JAMB DETAIL SCALE: 1 1/2"=1 '-0" WINDOW WITH INTEGRATED NAILING FLANGE 1/2" SHEATHING BUCK------1-H--~ ~ ~ / FINISH SILL 5/8" GYPSUM HEADERS: R.O. WIDTH + 4" SILLS: R.O. WIDTH+ 1" HEADERS: R.O. WIDTH + 4" SILLS: R.O. WIDTH+ 1" ~ ~ 'X' _ .... __ .. _____ .......... -................... -... -.. PN~t~fii?r----1+1------, i ~ ..... _.................... ~10" ~e---..--------------------1---,----~---------------+--.----.---------------t--.-----.---------------+---.------,,-----------------j i A ~93:_1 o.o TYPICAL EXTERIOR WALL FRAMING B ~9~:40.0 TYPICAL WALL SECTION AT w1NDow C ~96:~o.o TYPICAL w1NDow FRAMING TYPICAL EXTERIOR DOOR SILL TYPICAL w1NDow s1LL DETAIL • • ... 0 II- ~ Cl) Cl) s:: Cl) .2 E ~ 0 g :c !:; Cl) U) -s:: t: o ca (.) C. en .c ... cn~o ~ U) s:: > -~ 0 O:!::; (.) :E ..! Cl>·-C. Cl) U) E C/J s:: 0 &. (.) U) '"C Cl) s:: 0::: ca ~ SCALE: 1/2"=1'·0" SECTION SCALE: 1/2"=1'-0" C LE: 11 2"=1'-0" I ~~~ii:~;r,~~:e~~~haser, who is the contractual purchaser of goods from vw will provide experienced professional contractors in responsible charge of the work to connect and complete NO. DESCRIPTION BY DATE --~-!~t~rn;~::1 / . PROJECT DESCRIPTION: SHEET TITLE: I 13 OF 22 I ~ ~~~~::~ ~~~ia~~i~~t~h:t t:~~ !~~ui:fd~~~ :~~ l~:~~fn~o :nu~~i,:~t~~~~:t~~~~t~~ec~:~~~t1~:~1~~y ~n:c~:;,:~,:·b~~~i~~r~:~~:e ~~~ ~h:~~~:e~c~:~rsg~~~~~~~:~~~i~~~~~ss~h:u;:~:der". 2 \1 e r .moi a········ SPA~~iv~E;0~~ NCE EXTERIOR WALL D ET Al LS SHEET: .[ reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 LEEDS, NORTHAMPTON, MA 1A8057.19 · -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 fL-_!::.LL~C~w'.!!!il!..!,lb~e~id;<!en..!!!tifi~1e:!!..d!!.!th.!.!!ro~ui!.!h~ou!..\...tt~hi!2..s~do~cus!!.!m~e.!.!!nt~a~st~he;,....'......!'V~Mc..i."....:".orc...''V.!..E!::!R~M!!!:O~Dc..." _____________________________________________________________________________________________________ __. c:: "' SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION CEILING SYSTEM 5/B"GYP. I /' 2X4 LADDER I/-~ BLOCKS @ 24'/ "' o.c. "' . ' ; ' ~~ . FLOOR SYSTEM K IF94.15.0 1---••• SCALE: 1/2"=1'-0" ~ "? co . ~ . 5/8"GYP. TYPICAL BLOCKING FOR WALL INTERSECTIONS SIPS ROOF SYSTEM :t C') ,.._ &, I I . .. I FLOOR SYSTEM SI I I I .... T ---- See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home SIPS ROOF SYSTEM \_ DOOR HDf _ PER SCH. .. FLOOR SYSTEM ~ 111 I I I 2X4 CRIPPLES \ {N) TOP PLATE l \ \ . ' ' . -HEADER PER SCHEDULE 1--2X4 JACK STUDS --I ci c:: €§ ,---0 0---- 0 Cl -2X4 KING STUDS - I l I 2X4 SOLE PLATE ~ 'x' X MARRIAGE WALL [XJ N X MARRIAGE WALL [XJ ~ .2:$,. . "'-MTL. GYPSUM CLIP j ~ Cl z Cl w z 0:: w w 0:: I-w :::> z 0 ~ ~10"-=ii ~{ :Al I-. 1 "=1 '-0" TYPICAL MARRIAGE/ END WALL CORNER FRAMING INTERIOR DOOR UNIT @ --, _,_ f._______ --FINISH CASING 1--....__ EXTENSION JAMB Q !,_:~---___ --< MARRIAGE WALL DOOR HEAD DETAIL SCALE: 1 1/2"=1 '-0" 518" GYPSUM 1 ,~~ ~--~-----======~==;'==~'11 fi\ X -1v\1v : ----EXTENSION ,~ ~-·-~--~----~~0-b ____ JA_MB ~ + -C, INTERIOR 1"ri X 1/ X X ~ DOOR UNIT ,}• .\ I t [ 1/2" SHEATHIN~ ~ FINISH CASING ; ~ 5/8" GYPSUM -FINISH CASING J !t--=~--___ ----< MARRIAGE WALL DOOR JAMB DETAIL C::('~I J;· j 1/?"=1'-0" -SITE FITTED FLOOR / SHTG. TIE BETWEEN / BOXES H, .......... _ HH,UNHO ,H-H•••O >U"•-HHH ·-•• FLOOR SYSTEM ••• ----NNNNNNNNNNNMMNNM N-HOHUHOOHHHHH HHOH OHM NH, m• .. HH Ii I FLOOR SYSTEM LVL RIM JOISTS---t1: i.--• --LVL RIM JOISTS 1' l I ' /!---------YI /\j ~ ---- a::1---~---~---------------~---~--------------+--~---~---------------1 frt=~~LE~!f~:~.~~1~~··0~,_MA_R_R_IA_G_~_i_:_k_~_~_i_;_~_:_:_E_T_w_E_EN_.._s=~=AL=E!=~~·~1~~~"-_,_M_A_R_R_IA_G_E_W_A_L-LS_E_C_T_IO_N_A_J_D_O_OR-'-=~cr=61 ~~.!:;-·~ .. =1=;~.-,~:__,_~TY==;:P=IC=A=L=M=~=:=!=?=J=:=A~L=L=D~O=OR=::!==;-;==========,;=======!~sc~~~LE~:!~~~~-:~ .. =--=1~-o="::~M=A=RR=l=AG=E=W:;-;::AL=L=D=O=O=R=S=IL=L=D=E1=A=IL==========--i====,1 ~ ~~~ii:~:r.~~:e;~~haser, who is the contractual purchaser of goods from WI will provide experienced professional contractors in responsible charge of the work to connect and complete ~~-~~SCRIPTION ~~ ~~ TE IJ !11[~~ ~l~~§TI,,L • PROJECT DESCRIPTION: SHEET TITLE: I 14 OF 22 I ~ modular components al site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". V. e_i[_ mo-·.····--· •.•..••• __ (]_. SPARKLE RESIDENCE MARRIAGE WALL D ET Al LS SHEET: "§ All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 2 ---------GROVE AVE, A 5 2 I reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P. 0. Box 566 ·.· .. '2677 Route 5 • ?if -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 W°Hder VT. 05088 LEEDS, NORTHAMPTON' MA 180 79 :g LLC will be identified throuohout this document as the "VM", or "VERMOD" u..'-----==-::...!:.e:..::.::.===:.::.=..:===.::.=-=-====-""'---=-=--'-"'---'-'"'-===---------------------------------------------------------------------------------------------------...l 0 C 0 "" '-' ::, ~ IJ.. ffi a: ~ El. UJ iT 111i I [ :_-_·· • ' .1, ;I I ·1 ,,· ! I i I I 1 i I ! i i ! ' ' ' . t J t I ! I ! I i i I I I , , . " I ' , '·.' II Ii I I i j i I I I I , I I / i 1 '11 ' I I I ! I 1 1 :.' .. · ! ' I ] I ' I 11 l' I I · ! I j J i t i i ! i ' I I I ! : \ I \ 111 l \ [1 :I. ii.! I 11. I 11 I I 11 I i 11 , 1 i '1 '. I I I I I " I I REFRIGERANT LINES HARD PIPED DOWN WALL THRU JOISTS TO ACCESS HOLE. BUILDER TO SUPPLY MATERIAL AND LABOR TO COMPLETE PIPING TO BASEMENT AND TO EXTERIOR COMPRESSOR. [BOX"C"I REFRIGERANT LINE SET FED INTO AND DOWN THE EXTERIOR WALL AND COILED UNDER FLOOR. BUILDER TO FEED IT ACROSS BASEMENT TO CONDENSER AT OPPOSITE END OF BUILDING. BUILDER TO SUPPLY MATERIALS AND LABOR TO COMPLETE THIS MINI SPLIT SYSTEM.----------, ~OX"B"I I I ' r , ' ! I I I 1,1 I ! i I ' I I I I I i \ I ! I I Deck b builder I i -----, ·····--····--·· L---· /6.i2\ \CVR) (6~1.~t) MSZ-FH12NA 12,000 BTU/H WALL-MOUNTED HEAT PUMP SYSTEM \CVR; ·~·--· ---· / I ! IBO)("A"I LIVING/DINING -6"ROUND RISER FROM BELOW 1.1,,F-!-H I ~ I;--~, ; i 6.2.1 L\CVR .. ... -····--~-7~~~= Sparkle Bedroom \\_~} MINI MSZ-FH12NA 12,000 SPLIT BTU/H WALL-MOUNTED HEAT PUMP SYSTEM :2T1)\ \.9VR .. i 6"8 ·-····' (6-~~ U) \CVR/ ~ '·-·· ~'"'---RISER FROM o:: BELOW ~ .. -, r 6.2.1\ I · ·· I \CVR/ '-···" SECOND FLOOR HVAC PLAN S ALE: 3/16"=1'-0" A MUZ-FH90NA CONDENSER SUPPLIED BY VERMOD. BUILDER TO SUPPLY MATERIALS AND LABOR TO COMPLETE THIS MINI SPLIT SYSTEM. B MUZ-FH12NA CONDENSER SUPPLIED BY VERMOD. BUILDER TO SUPPLY MATERIALS AND LABOR TO COMPLETE THIS MINI SPLIT SYSTEM. K.Z. Bedroom f; IL_ .. _ /21,1), ',, 1: CI/R) ", , , '-21'._.. 6" ROUND '6L'S ,..0 , RISER TO .: , ... · 2NDFLOOR c,;·y·.,-····..,-·--,,.,., .. ,,,,,,, ........ , ...... ~---~, ·p - ;~ACCESS ·········' ,PANEL Yoga Room FIRST FLOOR HVAC PLAN MSZ-FH90NA 9,000 BTU/H WALL- MOUNTED HEAT PUMP SYSTEM MINI SPLIT UNIT SUPPLIED BYVERMOD MATERIALS AND LABOR TO INSTALL BY BUILDER 3"X10"0VAL SUPPLY RISER TO KITCHEN -----.... 6" ROUND RETURN/ AIR FROM 1ST & 2ND FLOOR ----- CERV UNIT SUPPLIED BY VERMOD MATERIALS AND LABOR TO INSTALL BY BUILDER CERVUNIT ( .. 6.2\ \CVR) ,,,~--·· ·-..., \_ WH°) -~ .....• ~/ (21.1.J\ \CVFC1 SUPPLY RISER TO ENTRY Storage ~ !,"X1~ OV/>J. SUPPLY RISER TO YOGA ALL MATERIAL AND LABOR REQUIRED BELOW THE MODULAR BOXES UNLESS OTHER WISE NOTE IS BY THE BUILDER See Cover Sheet for: r~---1 : : i 1 I I I I l ______ J r··--··1 [ __ _J w ~ C!) 1-, <( .-.. en /21.2.t, a'.1·················1 W\CVR/ en ....... . z w CJ 5 () Responsibilities for construction and completion of Sparkle Home p BASEMENT FLOOR HVAC PLAN 2nd FLR BATH EXHAUST LAUNDRY EXHAUST BEDROOM SUPPLY S ALE: 3/16"=1'·0" 1 SITE / CONNECTION j BETWEEN ~ BOXC&D 6" ROUND TYP.----·--·--- 6" ROUND TYP.,, X FLOOR PENETRATION KITCHEN SUPPLY 3"X10" OVAL THE MECHANICAL SYSTEM PROVIDED BY VERMOD IS FOR THE LIVING SPACE OF THE 4 MODULAR BOXES ONLY. MECHANICAL SYSTEMS FOR THE BASEMENT IS TO BE DESIGNED, SUPPLIED AND INSTALLED TO BE INDEPENDENT OF THE VERMOD SYSTEM BY THE BUILDER. DO NOT PENETRATE THE THERMAL ENVELOPE OF THE MODULAR BOXES WITHOUT WRITTEN APPROVAL OF VERMOD. SERIOUS MOISTURE I AIR INFILTRATION COULD RESULT. OFFICE SUPPLY ENTRY SUPPLY -3"X10" OVAL 1. ALL DUCTS ARE LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE 2. ALL JOINTS AND SEAMS OF AIR DUCTS, AIR HANDLERS, AND FILTER BOXES ARE SEALED 3. BUILDING CAVITIES ARE NOT USED FOR SUPPLY DUCTS 4. HEAT PUMPS HAVE HAND HELD WIRELESS CONTROLLER ,-SITE / CONNECTION BETWEEN BOXA&C YOGA SUPPLY 3"X10" OVAL 5. HVAC PIPING CONVEYING FLUIDS ABOVE 105 DEG FOR CHILLED FLUIDS BELOW 55 DEG FARE INSULATED TO > OR EQUAL R-3 6. AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS 7. BUILDING TIGHTNESS WILL BE VERIFIED BY A BLOWER TEST RESULT OF< 7 ACH @50 Pa ~l=====:;:;:=======================================l~~:,!E!;~=!E:::=±==;:=;::========;:=:;::::==:±::;-;============;-;::====================::::;--;::::========~=========::;-r=:=::=:=:::=:c=:=rl ;;; efinfffon"O erms NO. DESCRIPTION BY DATE • • PROJECT DESCRIPTION: SHEET TITLE: I 15 OF 22 I ;; -Builder,The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete 11111& n >-~ ~f~~::~ ~~~ia~~~~t~h:\:~~ i~i~ui:~d~~~ ~~: l~~~~~~o a~u~~\~J~t~~~~:rn~~~~:~~:~~~~1~:~1~~,y~~c~:;t:i1~·b:~~i~~;~~~~e ~~~ ~h:~~~:e~c~!~~sg~~~~:~~:~~~i~~~~~ss~ho:;~b~~der". 2 \I e r h1 ; 6 a SPA~~iv~'=;~~~NCE MECHANICAL p LAN Mo:=1 §' reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 LEEDS, NORTHAMPTON, MA :.fa'~--VM, For slmplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wheler VT. 05088 180 79 ::: LLC will be identified throu hout this document as the "VM" or "VERMOD" u..'----=='-"-'""'-'=-'===-=-========-==--c~~...c-===------------------------------------------------------------------------------------------------------~ -------·-.. ·--·------------------------------ 0 j :, "O E c.. c:: ro a: Q) :g ro CL Cl) GENERALNOTES ~ 1. ALL ELECTRICAL CONDUCTORS & EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN COMBINATION WITH LISTING & LABELING. CONDUCTORS & EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION & USE. 2. HOMES LARGER THAN 1200 SF. WILL HAVE AN ADDITIONAL SMOKE DETECTOR INSTALLED. 3. SMOKE DETECTORS AND CO DETECTORS ON GENERAL LIGHTING CIRCUIT ALL INTERCONNECTED. A 3 WIRE FROM THE 1ST FLOOR MODULAR DETECTOR CIRCUIT DROPPED TO JUNCTION BOX IN BASEMENT FOR INTERCONNECTION OF SITE SUPPLIED AND INSTALLED DETECTORS BY THE BUILDER. 4. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED A READILY ACCESSIBLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONDUCTORS (AS PER NEC SEC.230-70a). 5. ALL WIRING METHODS, CIRCUIT PROTECTION, & RECEPTACLE SPACING PER 2014 EDITION OF THE NEC. 6. ELECTRIC PANEL IS 200A (30 CKT) UNLESS OTHERWISE NOTED. 7. PANEL SUPPLIED, LOCATED AND INSTALLED IN BASEMENT BY BUILDER, 8. THE BUILDER IS RESPONSIBLE TO COMPLETE BALANCE OF ALL WIRING AND INSTALLATIONS NOT COMPLETED BY THE FACTORY. 9. WIRING BETWEEN MODULES COMPLETED BY BUILDER. 10. GFI RECEPTACLES ARE LOCATED AT EXTERIOR DOORS. 11. CABLE IS TYPE NM-B. 12. INSULATED STAPLES USED FOR ALL WIRE SUPPORT PER NEC. 13. GFI PROTECTED BASEMENT CIRCUIT IS SUPPLIED & INSTALLED BY BUILDER. 14. CLOTHES CLOSET LIGHTS TO CONFORM CURRENT EDITION OF THE NEC 15. TAMPER-RESISTANT RECEPTACLES USED PER NEC 406 16. BUILDER TO INSTALL ARC-FAULT BREAKERS FOR ALL LIVING SPACES (AS NOTED ON PANEL). 17. ALL ELECTRICAL DEVICES, MATERIAL, & LABOR NOT SPECIFIED IN THE ORDER ANALYSIS ARE (IS) THE RESPONSIBILITY OF THE BUILDER 18. ALL ELECTRICAL DESIGNS, MATERIALS, AND LABOR NOT SHOWN IN PLAN AND/ OR SPECIFIED IN THE PRICING OR ORDER ANALYSIS IS THE RESPONSIBILITY OF THE BUILDER 19. ALL LAMPS IN PERMANENT FIXTURES ARE TO BE HIGH EFFICACY LAMPS BY THE BUILDER LEGEND <I: = SINGLE POLE SWITCH ~iJ $. = THREE WAY SWITCH 3 $ = FOUR WAY SWITCH 4 :J' ..fi,vp = WEATHERPROOF SWITCH A = TELEPHONE JACK !--..). = !\ =CAT5E ,~C5E 9 =CATS Ew/TV c, C5/TV rv1 = TELEVISION ,,-., e; = CO DETECTOR (§) = SMOKE DETECTOR tJ) = DUPLEX RECEPTACLE (rn =WEATHERPROOF ·-WP RECEPT AGLE J-h = GFCI RECEPTACLE -GFCI (() = CLOTHES WASHER •0··cw m: = CLOTHES DRYER -co Cl\ = DISHWASHER ·ow ll.l Ql! RA ! =RANGE (T) = MICRO/ RH COMBO \.LM (,~;~ = COMBINATION CARBON CO EP = ELECTRIC PANEL , _ _.' & SMOKE DETECTOR @ = GROUND POINT KEY K = KITCHEN LID = LIVING/ DINING ROOM B = BATH BR = BEDROOM DR = DINING ROOM FM = FAMILY ROOM ST = STUDY OF = OFFICE EN =ENTRY LA = GENERAL LIGHTING BOX A LB = GENERAL LIGHTING BOX B GD = GARBAGE DISPOSAL GFB = GROUND FAULT BREAKER GFCI = GROUND FAULT CIRCUIT INTERRUPTER RH = RANGE HOOD H-MW = HOOD-MICROWAVE DW : DISHWASHER W =WASHER D = DRYER CV =CERV CA =CONDENSERBOXA CB =CONDENSER BOX B FR =FLOOR RECEPTACLE JOB NUMBER: 00000 SIZE: 60A (6 CIRCUIT) DESCRIPTION DIRECTORY 1 2 3 4 5 6 @ SUGGESTED PANEL BREAKER LAYOUT JOB NUMBER: 18079 SIZE: 200A (40 CIRCUIT) DESCRIPTION DIRECTORY 1 K1 REFRIGERATOR 2 L/D OUTLETS 20A KITCHEN ARC GFI 20AARC LIVING/DINING K2 COUNTER OUTLETS 4 so SERVICE OUTLET 20A KITCHEN ARC GFI 20A GFI lnl CONDENSER 3 K3 COUNTER OUTLETS 6 BR1 OUTLETS 20A KITCHEN ARC GFI 15A ARC BEDRM-1 5 DW DISHWASHER 8 YO OUTLETS 20A ARC GFI 15AARC YOGA 7 H-MW / MW RANGE HOOD 10 BR2 OUTLETS ?OA ARr ~Fl 1J:;A ARr i:ii:DRM-2 9 B BATH 1st FLR 12 OFF OUTLETS ?nA GFI ~:--',...A"'I"'"~ 1J:;A ARr' OFFICE 11 B BA TH 2nd FLR 14 w CLOTHES WASHER 20A GFI BREAKER 20A GFCI BREAl(i:R 13 LAB GEN LIGHTING 16 LCD GEN LIGHTING 15A BOXA&B 15A B~QX__C_&D .. 15 (i-:-:+-"-'"-'--"'-'-'-='-=-'---~-f--+-""-'-------l D CLOTHES DRYER/ 18 R RANGE 30A BREAKER 40A ~ 20 C CA i-:-:-+-2_0A ______ t-+"""'-'--,---------1 CONDENSER A 22 ER CERV BOXA 20A 24 GD GARBAGE DISPOSAL 20A ---- C CD i-:-:+-2_0A ____ -t--+--1-='-'--------1 CONDENSERr 26 HT HOT TUB BOXD 50A ---- ~ ,28 C WH i-:-:-+-3_0A ___ ~-1---+-1----=-'--'--- WATER HEATEY 30 CD CONDENSER BO BREAKER 20A BASEMENT \__ 32 33 RESERVED FOR SOLAR 34 RESERVED FOR SOLAR REQUIREMENTS REQUIREMENTS 35 36 37 38 39 40 BOX TO BOX HARNESS DIAGRAM @J: BUILDER TO PROVIDE MATERIAL AND LABOR TO COMPLETE CONDUIT SLEEVE FOR SOLAR FEED FROM ROOF TO BASEMENT PANEL IBOXC BOX C HARNESS COILED ( TO BE FED TO SERVICE ( ,,.. .~~\ PANEL IN BASEMENT---'---, y~ Ill n, BOXA I I •··. ) I I '-. V CONDUIT SLEEVE BOXD FOR SOLAR FEED ~ -~ -, ) _,,,--;_,..BOX D HARNESS COILED L.__~,Lc."'~~. ·~~·~1~/~L__-TO BE FED TO SERVICE C r4t ~ PANEL IN BASEMENT ~ I BOXB ~~----!-CONDUIT SLEEVE FOR SOLAR FEED I ~,_ BOX B HARNESS COILED L.___....JJIF.---.,.L.,,:_/ _ ___J TO BE FED TO SERVICE ( ,) // PANEL IN BASEMENT '----r /,, 0~ BOX A HARNESS COILED ~ ---n,; TO BE FED TO SERVICE /~ 0 'Y PANEL IN BASEMENT __ / \ \ \ BASEMENT \_ STAIR LIGHT/SWITCH WIRE COILED TO BE SITE CONNECTED BY BUILDER l•--SERVICE PANEL MATERIAL AND LABOR BY THE BUILDER See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home LOAD CALCULATION JOB NUMBER 18079 BUILDING TYPE SINGLE FAMILY SIZE 26 X 40 AREA 2808 SF (ALL FLOORS) JOB NAME SPARKLE RESIDENCE 1 3W per SF (exclude garage & covered patios) 3 X 2808 = ffiWJWl:v 2 Min. 2 small appliance circuits at 1500W each, each additional small appliance circuit at 1500W 3 Min. 1 laundry circuit at 1500W 4 Well oumo Dish Washer Microwave Electric clothes drver Water Heater Electric cook top SinQle oven Double oven Food waste disposer Trash compactor Central furnace Central vacuum HotTub 5 Enter the sum of 1 -4 3000W 1500W 1500W 1500W 2000W 2000W 1200W 1200W 1500W 1500W 5000W 5000W 4500W 4500W 3600W 3600W 4800W 4800W 8000W N/A 900W N/A 1200W N/A 1000W 1000W 1500W N/A 2000W 2000W 38524W 6 100% of the first 1 OOOOVA 1 OOOOW 10000W 7 Subtract line 6 from line 5, multiply by 40% 285241/1 & enter in right column X .40= 11410W 8 Determine largest of the heating or cooling load. When using nameplate rating of heat 3@ pumps or AC, multiply "minimum circuit 11 MCA ampacity" times the voltage (240) If only size (tonnage) is known. use 1800W per ton 17.5 TON 9 Add numbers in right column and enter total 10 Divide the total by 240 = amperage (round up for the panel size 100 or 200 amp) lnstallina a 200 amo service --Other OUTLET BOXES ( to bottom of box ) 72 1/2" MICROWAVE 60" WALL PHONE JACK 46" COUNTERTOP PHONE JACK 42 1/2" COUNTERTOP CABLE JACK STANDARD COUNTERTOP OUTLET 37 1/2" BATH VANITY OUTLET 24 1/2" J-BOX FOR PENINSULA OUTLET 20" DISPOSAL 16" STANDARD WALL OUTLET STANDARD CABLE JACK STANDARD PHONE JACK COOK TOP 12" DISHWASHER 8" GAS RANGE 3 1/2" EXTERIOR OUTLET SWITCHES ( to bottom of box) 60" EMERGENCY BOILER SHUT OFF 47" STANDARD WALL 42 1/2" VANITY SWITCH STANDARD COUNTERTOP SWITCH LIGHTS 82" FLOOD LIGHTS 72" EXTERIOR LIGHTS 67" RANGE FAN 66" WALL SCONCE 54 1/2" UNDER CABINET LIGHTS / ::ILUVV N/A 29330W 120A 200A LOW VOLTAGE (no box· wire through drywall) 78" CHIMES 60" THERMOSTAT 42 1/2" DOOR BELL ALL MEASUREMENTS ARE TAKEN FROM THE TOP OF FLOOR E 1---ROUGH ELECTRICAL HEIGHTS 1------~ ~ IDEti~ITTe~---------------------------------------r.';;~===:=:====r=r========~ir====:===:=======:==========ir========::!::g!sc~A~LE~:-=--===='======;;-;::::========'=========:::::-r=====~ ~ ~~~ii:~:r.~~:e;~~haser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete ~-0 · ~~SCRIPTION BY DATE I !1{$j t~~ [~~-;ij i • PROJECT DESCRIPTION: SHEET TITLE: I 16 OF 22 I ~ modular components at site, including but not limited to building, mechanical. electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". --••• ···v·. •·.·.·.·.· ••• e·.·.· ·.• ·.• .. ·.• .. · · .. ·r·.·.· ... • •.. ·m· ... ·. · .·· .. •· .. •· .. ·.·o.·········.··· .. A.•····· s PARKLE RES Io EN c E ELECT RI c AL N o TE s SHEET: gi All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 2 ----••• U GROVE AVE, EQ Q f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 • -.1"'~--VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6119118 Wilder VT. 05088 LEEDS, NORTHAMPTON, MA 18079 ::: LLC will be identified throuahout this document as the "VM". or "VERMOD" LLL_--=.',"'-'!"'-""=="-!!.!!.=~===~~..!.!!!..~....!..!::!=~-------------------------------==================-==================--====================================='....'.:::=================================-====::J -c:, c:: 0 I E C. C: .Ill C. :g [!l_ "' 0 LIGHTING SCHEDULE CF WAC. LIGHTING FM-3060930-WT A PROGRESS LIGHTING P5800-0930K9 B SONNEMAN LIGHTING 2431.13-FT C WAC. LIGHTING WS-20624-BN D WAC. LIGHTING LED -T24WTAPE LIGHTING SYSTEM E WAC. LIGHTING FM-306-930-BN ALL LIGHT FIXTURES SUPPLIED AND INSTALLED BY BUILDER AT SITE BOXD I BOX D CIRCUITS TO DROP TO BASEMENT FOR SITE CONNECTION TO THE SERVICE PANEL BY BUILDER (}y[) (~~) DETECTORS ARE ON THE GENERAL LIGHTING CIRCUIT LAB I BOXC I BOX C CIRCUITS TO DROP TO BASEMENT FOR SITE CONNECTION TO THE SERVICE PANEL BY BUILDER &l (:iL.::i \CVR/ \CVR.' '--.. .... ~-· ··-----· I BOXA I BOX A CIRCUITS TO DROP TO BASEMENT FOR SITE CONNECTION TO THE SERVICE PANEL BY BUILDER (~t[~ CJ0~) ® PROVIDE WIRE FOR UNDER CABINET LED LIGHTING ON A SWITCH @ PROVIDE 1" CONDUIT CHASES FROM ROOF TO BOTTOM OF 1ST FLOOR SHEATHING BUILDER TO SITE CONNECT CONDUITS BETWEEN 1ST FLOOR CEILING AND 2ND FLOOR WITH 1" GREENFIELD © CEILING RECEPTACLE AND BOX FOR AN, PROVIDE CONDUIT WITH LONG SWEEPS EACH END FROM AN BOX TO CLOSET CEILING @ SINK LT ON OWN SWITCH ':f""""········ .. ,,,, ................................ , ...... :.: ........ : ... : ......... : .. :::,,;, :j 'l Ll ij g II! 1=· iii JUNCTION BOX & #6-4 WIRE PLACE AS CLOSE TO BOTTOM OF THE ROOF OVERHANG AS IH l!l SET THIS OUTLETS AS CLOSE AS POSSIBLE TO SOFFIT --- ICIJt! ...... ···,,.· ..... ··.··· ; ~ ... : .... _ .. _·-_:·········.,_. ·•·. ·•···•·•·. ··;···;~-~·;;;;;:;:·····;;;·;··"'.'pgf~ .. ~4 ___ _ -········ -rl / ........ , ...... , ..... b·--/ ... ''.' '' . ... . '. '.. . . NOTE 1' SET THIS OUTLET AS CL0SEA5 POS$1BlE TO. OElllNG ''ffoTE 2, coNDuir sLi:EV~ FOR . SOLAR CIRCUITS FROM ROOF TO BASEMENT FOR SITE HOOKUP TO . MAIN PANEL BY BUILDER SEE VANITY ELEVATION AT RIGHT FOR LIGHT BOX LOCATIONS i, ···.· .. 1.j I --··c5'fV. · -· -~r :·i :-· .. -·;·--·--·--···-... 63 "~~~', ,l)<'l : ! I _.,._.. 1 ' / ? ,,.-/ BOX C CIRCUITS TO .. !>/ / \ / DROP TO BASEMENT (Q'" \.:1 FOR SITE CONNECTION [ •• • /, :,~ · TO THE SERVICE t! :~::), : W.I.C. / PANEL BY BUILDER ' i --~~;"-···'' CF ; / .--,{....------;--.,.-MIN. 300 SF SOLAR READY ZONE ON ROOF ABOVE. BUILDER TO SUPPLY DESIGN, MATERIAL AND LABOR FOR ACTUAL SOLAR INSTALLATION SECOND FLOOR ELECTRICAL PLAN r------, ! ! : : I I z I l 0 t_ _____ j f::: r····-·1 o i I i i i UJ l •• H •• J ~ 8 r•H•••, i j I I L_ ___ _j C f----·· ____, FIRST FLOOR ELECTRICAL PLAN /19.3\ f ............ j \..~YR./ (i:i'\ \fY13/ DETECTORS ARE ON THE GENERAL LIGHTING CIRCUIT LAB 1·19.2\ i._cv13; PVC RISERS FROM BOXD ABOVE -----.. :A 4--"r:'"' UNIT ONLY SUPPLIED BYVERMOD STAIR LIGHT/SWITCH WIRE COILED TO BE SITE (]C __ ··-----·--· BOX D HARNESS COILED TO BE FEED TO SERVICE PANEL IN BASEMENT CONNECTED BY BUILDER -----, ALL MATERIAL AND LABOR REQUIRED BELOW THE MODULAR BOXES UNLESS OTHER WISE NOTE IS BY THE BUILDER (J~t p SCALE: 3/16"=1'·0" ~-BOX C HARNESS COILED TO BE FEED TO SERVICE PANEL IN BASEMENT ! i ·--u"'" A HARNESS COILED TO BE FEED TO SERVICE PANEL IN BASEMENT BASEMENT ELECTRICAL PLAN See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home ~ SCALE: 3/16"=1'·0" 11---:~::-~-::f~-:nii:::-::-;r-:,~::-;~c:::!e:--;-:-~-ha-s-er-, w_h_o_i_s -th-e-co-n-tr-ac-tu_a_l _pu-rc~h-a-se_r_of_g_o_od_s_f-ro_m_VW __ w_ill_p-ro-vi-de-ex-p-er-ie_n_ce_d_p-ro-fe-s-si-on_a_l _co_n_tra_c_to_rs_i_n-re-s-po_n_s-ib-le-c-ha-rg_e_o_f_th_e_w_o_rk-t~o=co~n=ne=c~t~an~d-c~o~m-pl-et-e~-;::N=o=.;::D=E=S=C=R=l=PT=l=O=N=====;=B=Y=;::D=A=T=E====.;====1==·=1=c=····=,==j~=i=l=ffl=l=f='.)=j=>=. ==;-;:=PR=O=JE=C=T=D=Es=c=R=IP=T=IO=N=:================,;=S=H=E=E=T=T=,r=L=E=:=================:::::;,ir==1=7=0==F===2=2==;i-i ~ ~f~~::~ :~ra~~i~~l~h~t t~~~ !~i!ui~~f d~~~ :~: l~:~~!~o :nu~~i1~i~1:~~~:rn~~~~t~~ec~l~~a~t~:~1~iy ~n:c~:;t:i1:·b:~~i~~;~~~:e ~~~ ~h:~~~:e:c~:~~sg~~~~~~~:~~~i;~~~~ss~~eu;~b~~der". 2 Vie r m• o•·•t:t•••· SPA~~iv~E;~~~NCE ELECTRIC AL p LAN s EOT1 f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O.· sox 566 2677 Route 5 • ~ -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 W'nder VT. 05088 LEEDS, NORTHAMPTON' MA 18079 ~ .____,L=L""C-"w=ill~b=e=id=en=ti=fie=d'-'th=r=ou=ho=u"-t t=h=is""'do=c=u=m=en=t=as""t ... he"'"''""''V ... M ... "~o"-r_"V""E"'"R=M~O=D-" _______________________________________________________________________________________________________________ ~ ~ 0 j ::, "C e 0.. C "' a: Q) ~ ~ Cf) IBOX"D"] [sox:11c··J !BOX"A"i , ____ ! ········r1rr1···1···1 I i ' ! i **3" VENT " I " I [ I I j T~RU ROOF 11 i I I I 1 I I I 1 1 I ' I i ! I i I 1 ! ! ' 11111 ! I ! i I I i I i 1111111 I ! j j i ! ! 111 i 1 I ! I ! I I ! 11 i 11 i ii ' : 1 1 , , 1· ! ' 'I ; ' I Ii / I ii. II I ' '! I I i ! ' I I ' J • I I I i ! ! I I i ! 11 i I 11 I; I ' 1 I I I 11 1 1 I '. 1· , i; I ' ' ; I ', ,,. ', i.,. I, I :,·.· 1' 1 l I : I j NOTE: WASHER & DRYER ON 18" PLATFORM RAISE WASHER BOX AS REQUIRED (**) = VENTS STUBBED THROUGH TO TOP OF CEILING SYSTEM. BUILDER TO SUPPLY MATERIAL AND LABOR TO CONNECT VENTS ABOVE THE CEILING AND EXTEND THROUGH THE ROOF SLOPE PER APPLICABLE CODES J.1.1 ... 1 .... 1 ..... 1 ......... L.L .. LL .. I •• L ... l ..• <.<O ' ........................... t· .. , .. ,,,,,,, ,,,,,, .. !., ...................................................................................... :"'' :··· ······""·J, ................................................................................................................................... . **3" 2ND FLR. DRAIN ·~-+,, ................... + ('*) = DRAINS STUBBED THROUGH TO BOTIOM OF FLOOR SYSTEM. BUILDER TO SUPPLY MATERIAL AND LABOR TO CONNECT DRAINS BELOW THE FLOOR AND EXTEND TO THE SEPTIC SYSTEM PER APPLICABLE CODES / RADON VENT SCALE:.3/.1.6""1'-0" /5:1·\ (.:¢.:{~j **2" LAV & TUB DRAIN/ 1 1/2" VENT SECOND FLOOR PLUMBING PLAN FIRST FLOOR PLUMBING PLAN KITCHEN SINK / 11/2" VENT **3" 2ND ' .. /-., FLR. u"'·"""-~ ·:·20.4\ i-----1 **2" LAV & r TUB DRAIN/ 0 1 1/2" VENT **2" , .............................................................................................................. . RADON VENT \~y~,/ (:20:i\ \fV~j UP (**) = DRAINS STUBBED THROUGH TO BOTIOM OF FLOOR SYSTEM. BUILDER TO SUPPLY MATERIAL AND LABOR TO CONNECT DRAINS BELOW THE FLOOR AND EXTEND TO THE SEPTIC SYSTEM PER APPLICABLE CODES ALL MATERIAL AND LABOR REQUIRED BELOW THE MODULAR BOXES UNLESS OTHER WISE NOTE IS BY THE BUILDER See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home pf--___ - SCALE: 3/16"=1'-0" BASEMENT PLUMBING PLAN ~ I===;;;=;;=,;;;=~;;;==================================···=====--=-·=··· .. ""···~-~,;;;-;>~"±cl,J====',==;========::;==;:===::!:=;-,===========================,r=======================;-;:=====================.r==:=:a==::"~=====ri ! ~=;~~::.;":~~,;:~:~~~~~:;.::;"~':,'~,::,~:!:~,: .7:~:/.~,=~~.";: :,~':O~"i':~:':i:!n~:~=~.~~~"~:;,;:~~,:,~~:~, ;";::!';-No. DESCRIPTION av DATE ~-,1~·!ff PRoJecr ;::~; RESIDENCE sttePLlJM BING DWV PLANS 11 ~H~~.22 I 1n All notes containing the term "by builder" are defining an obligation, for construction methodology/ acceptable building practice for which VM accepts no responsibility, and should be 2 .vie .... r .m ... ,(). . . GROVE AVE, PO 1 g> reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. B9x 566 2677 Route 5 LEEDS NORTHAMPTON MA • ; -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, O ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 ' ' 180 79 :g LLC will be identified throu hout this document as the "VM" or ''VERMOD" u.L---'=::..::..;='-':.:..:::==.::======c:.::..,::::.=.::.....:C!!!.JL.::..:.....:..===--------------------------------------------------------------------------------------------------------' 0 C: ~ cl e 0.. C: _,;i 0.. "' !BOX"D"l L~..... i [BQX_''9'') B0X 11A"i r···r .. 1· .. -r .... c--,···,,·-r-··,··-r···.,.····,-··,-...-·.,.-·.,--r-r-r-a-,, 1111 j j ! ! I 111 I I 1 f i FROST FREE HOSE i BIBBS 33" A.F.F. ! BLOCK OUT 3" i FROM SHEATHING I I I, I Ii 1 i : 1 I i 1111 Ii \ i \ '1 II\, ! l I . i ! ! i I I I ','. ' , I ! 11 11 SOFFIT IIH 1(20.J; 1\ CVR 1 l>,-.. -1 ; : j i I i 1.11 ! .. I 111 '. ! : ! 11' I \ i i . : i I i I ' l I : l t I ! ! i l i I IJi c:_ji'·j "····-······· '·pil. .. :e1::._j[ ___ ..JJ \_CVR.-1 DN ---· AND LABOR TO CONNECT 2ND FLR H&C PEX IN BOX D TO H&C PEX RISERS BOX B IS BY THE BUILDER M II------! 1--- SCALE: 3/16"=1'-0" SECOND FLOOR SUPPLY PLUMBING PLAN THRUFLOOR BASEMENT ~-MATERIAL AND LABOR TO CONNECT 2ND FLR H&C PEX IN BOX D TO H&C PEX RISERS IN BOX B IS BY THE BUILDER :g ~ FIRST FLOOR SUPPLY PLUMBING "' PEX HOT WATER DROP FROM KITCHEN SINK ABOVE. BUILDER TO SUPPLY MATERIAL AND LABOR TO CONNECT TO WATER HEATER. 'l r WATER COPPER FROM KITCHEN SINK BUILDER TO COPPER LOOP AND TO WATER SUPPLY. PEX DROP FROM WATER CLOSET ABOVE. BUILDER TO SUPPLY MATERIAL AND LABOR TO COMPLETE WATER SUPPLY WATER HEATER MATERIAL & LABOR BY THE BUILDER ,/ '~"------PEX DROPS FROM BATH ABOVE. ~--PEX DROPS FROM BOX D ABOVE BUILDER TO SUPPLY MATERIAL AND LABOR TO COMPLETE WATER SUPPLY I --: ........ --- BUILDER TO SUPPLY MATERIAL AND LABOR TO COMPLETE WATER SUPPLY ............... J i UP ! ' ALL MATERIAL AND LABOR REQUIRED BELOW THE MODULAR BOXES UNLESS OTHER WISE NOTE IS BY THE BUILDER ,.\_FROST FREE HOSE BIBB STUBBED THRU RIM JOIST FREE HOSE BIBB STUBBED THRU RIM JOIST p BASEMENT SUPPLY PLUMBING PLAN --f-S-C-AL-E~: 3/1611=1'-0" See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home ~ ~~~~;;;================================================t~~~==b~~~~P~LA~N==~~~:h-r===.:======~====;==:====;==:===i-~~~=':::=::=:=:============i-r====:::::::::::::::::::::::====:!========,--j~~~ ~ i= efinition-en-erms-----------. DESCRIPTION BY-DATE • PROJECT DESCRIPTION: SHEET TITLE: [ 19 OF 22 I ~ -Builder.The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete •• ,,. . . SP'ARKLE RES I DENCE p LUMB ING SU pp LY p LAN S SHEET ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". ••··v•:• • ···e·····••: f ••m•••.• ,,0• • A : gj All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 2 ·.·.:·.·· ···•.F.a) · ·. ·•••• ••·• ...... U GROVE AVE, PO .2 <i:;;:,~ reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 LEEDS, NORTHAMPTON, MA 18079 '" -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 cl LLC will be identified throu hout this document as the "VM" or "VERMOD" tf'----=,:a.;_='-'=-"'==-"======="""-""'-="'-'.=...,-"'--"='-='-'=------------------------------------------------------------------------------------------------------~ 0 § 15 i c:: .!!l C. .!!2 -l:' gi_ er., WC 61,62 ~ 11/2" VENT THRU SOFFIT 1 1/2" KITC~EN SINK VENT I --- ROOF JACK ---------- LAV 9 SHOWER 31 --------------- r ------I 33 I 29 --- 29 42 ------ WC 61,62 --- ~ --- WASHER BOX 30,31 3 ---r-------I --- I 48 --------------- ROOFJACK 3 ---I" ---I .___ .___ I I 42 --------------- I I I I I I I I I 43 L I .___ 41 ---I --- 49 47 49 48 --- 3" MAIN STACK VENT & VENT THRU ROOF --- I I I I I I I I I 3" 1st RADON VENT I I I I I I I I I I * INTERCONNECT BETWEEN BOX B&D -~ ------------ 41 ..-- LAV 1 ..------1 ..--I I I 1-1/2" TUB/ I LAV VENT I I I TUB 4 9,10 I I @ DWVSYSTEM 3" W.C. DRAIN ---l I I I .._,~ __ ,__ 2" FUTURE 2 KITCHEN SINK 30,36 34 2" KITCHEN SINK DRAIN 29 @ GENERAL PLUMBING NOTES 1. ALL DRAIN, WASTE, & VENT LINES ARE SCHEDULE 40 PVC 2. ALL VENT STACKS SHALL EXTEND UNDIMINISHED IN SIZE TO A MINIMUM OF 1'-0" BELOW ROOF 3. PITCH ON HORIZONTAL WASTE LINES ARE 1/4" PER FOOT. 4. PLUMBING ACCESS PANELS SHALL BE PROVIDED PER APPLICABLE CODES. 5. TUB & SHOWER PROTECTION SHALL BE PROVIDED PER APPLICABLE CODES BY THE BUILDER. 6. AIR ADMITTANCE VALVES ARE NOT PERMITTED IN THE STATE OF MASSACHUSETTS. 7. DRAINAGE LINES ARE STUBBED THRU 1ST FLOOR MODULES FOR ON-SITE CONNECTIONS BY THE BUILDER 8. ALL PLUMBING, PLUMBING FIXTURES, ETC. BELOW FIRST FLOOR (BASEMENT) IS/ ARE SUPPLIED & INSTALLED BY BUILDER UNLESS OTHERWISE NOTED. = DWV SUPPLIED & INSTALLED BY FACTORY = VENT MATERIALS SUPPLIED & INSTALLED BY BUILDER I ~ = SITE CONNECTION BETWEEN BOX B & D T 9. ONE (MIN.) 3" MAIN STACK VENT PER DWELLING. 10. ONE (MIN.) 2" FUTURE VENT PER DWELLING (WHEN APPLICABLE). 11. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAINS SHALL BE LONG SWEEP FITTINGS. 12. ALL WATER SUPPLY LINES ARE PEX TUBING, EXCEPT AS NOTED 13. ALL PLUMBING FIXTURES (EXCEPT TUB AND M.BATH SHOWER PAN) SUPPLIED AND INSTALLED BY THE BUILDER 14. ANTI-SCALD DEVICES SUPPLIED AND INSTALLED PER CODE BY BUILDER 15. WATER HAMMER ARRESTORS SHALL BE INSTALLED PER CODE. 16. INLET SHUT-OFF VALVE SHALL BE SUPPLIED & INSTALLED ON SITE BY G.C. 17. SILL COCKS ARE SUPPLIED & INSTALLED AT FACTORY EXCEPT IN AREAS BEYOND FACTORY LIMITS VENT I 44 I I I I.--3" 1st RADON VENT I I *>< .,/ - See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home 2 ~ ~ NOTES 1. ALL PLUMBING CONNECTIONS BETWEEN FLOORS ARE THE RESPONSIBILITY OF THE BUILDER 2. ALL PLUMBING CONNECTIONS, FIXTURES, ETC. IN THE BASEMENT IS/ ARE THE RESPONSIBILITY OF THE BUILDER DWV FITTING SCHEDULE PART# DESCRIPTION 1 1-1/2" 90° ELL 2 1-1/2" LS 90° ELL 3 1-1/2" SANI-TEE 4 1-1/2" WYE W/ 1/8" BEND 5 1-1/2" DBL TEE 6 1-1/2" WYE 7 1-1/2" COUPLING 8 1-1/2" 1/8" BEND 9 1-1/2" P-TRAP W/ CLEAN-OUT 10 TUB DRAIN & OVERFLOW 11 1-1/2" 45° ELL 21 2" 90° ELL 22 2" 90° LS ELL 23 2" SANI-TEE 24 2" WYE W/ 1/8" BEND 25 2" DBL TEE 26 2"WYE 27 2" COUPLING 28 2" X 2" X 1-1/2" SANI-TEE 29 2" 1/8" BEND 30 2" P-TRAP W/ CLEAN-OUT 31 LAUNDRY STAND PIPE (18"-36") 32 2" X 2" X 1-1/2" WYE 33 2" X 2" X 1-1/2" WYE W/ 1/8" BEND 34 2" X 2" X 1-1/2" X 1-1/2" DBL TEE 35 2" X 1-1/2 COUPLING 36 CONTINUOUS WASTE 37 2" X 1-1/2" X 2" SANI-TEE 38 2" 45° ELL 41 3" 90° ELL 42 3" 90° LS ELL 43 3" SAN-TEE 44 3" WYE W/ 1/8" BEND 45 3" DBL TEE 46 3"WYE 47 COUPLING 48 3 X 3 X 2 SANI-TEE 49 3" X 3" X 1-1/2" SANI-TEE 50 3" 1/8" BEND 51 3" X 3" 1-1/2" WYE 52 3" X 3" X 2" WYE 53 3" X 3" X 1-1/2" WYE W/ 1/8" BEND 54 3" X 3" X 2" WYE W/ 1/8" BEND 55 3" X 3" X 2" X 2" DBL TEE 56 3" X 3" X 1-1/2" X 1-1/ 2" DBL TEE 57 3" X 2" COUPLING 58 3" 45° ELL 61 4" CLOSET FLANGE 62 4" X 3" CLOSET ELL 63 4" 90° ELL 64 4" 90° LS ELL 65 4"WYE 66 4" SANI-TEE 67 4" WYE W/ 1/8" BEND 68 4" X 4" X3" SANI-TEE 69 4" X 4" X3" WYE 70 4" X 4" X3" WYE W/ 1/8" BEND 71 4" X 4" X 3" COUPLING 72 4" 45° ELL SUPPLY FITTINGS A= 1/2" PEX TUBING B = 3/4" PEX TUBING C = 1/2" COMP STOP D = 3/4" COMP STOP E = WASHER BOX F = ANTI-SCALD MIXING VALVE ~ ll--;::-~e::;;;~:;;n;;~:e~nr,0;:;;T~-::;:::e=;~=r~:--ha-se-r,-w-ho-is-t-he_c_on-tra-ct-ua-1-pu-rc-ha-se-r-of-go-od-s-fr-om_VW_w-il-lp_ro_vid-e-ex-p-er-ien-c-ed_p_ro-fes-si-on_a_lc-on-tra_c_tor-s-in-re-sp-on-s-ibl-ec_h_ar-ge-o-ft-he_w_or-k-to-co-nn-e-ct-an-d-co-m-pl-et_e_---;=N=O::;=. D=E=S=C=R,=PT=,o=N====;=BY=::;=D=A=T=E====;-;===1=11= .. = ....• ~=:;f=iw=~,=r~=ri=tr= ... = ... =.=:::;-;=P=RO=J=E=CT=D=E=S=C=R=,P=T,=ON=:============::::;-;:=S=HE=E=T=T=,T=LE=:====!:=========:::::-;=I =2=o=o=F=2=2=;1rl ~ modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". V ···.e<.• .. rJm· ... >··.·•·o········ .•.••. ,-J SPARKLE RES I DEN CE p Lu MB ING I so D WV SHEET: gj All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be 2 U GROVE AVE, PO 3 f reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. 1 FINAL CUSTOMER REV. MJD 7/10/18 P.O. Box 566 2677 Route 5 1 ~ -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 w'ilder VT. 05088 LEEDS, NORTHAMPTON, MA 18079 ~.__-=LL=C-"w=ill=be"""id=e=nli=fie=d=th=ro=u=ho=ut:.,;;th=is'-"d=oc=um=e=nt=a=-st=he,_''V-'-'M"'-'.LC' o"'"r_,"V=E=RM=O=D'--"----------------------------------------------------------------------------------------------....1 ;; .§ 13 ::, "Cl E a. C: "' a: a., ~ i 0, GENERAL PLUMBING NOTES 1. ALL DRAIN, WASTE, & VENT LINES ARE SCHEDULE 40 PVC 2. ALL VENT STACKS SHALL EXTEND UNDIMINISHED IN SIZE TO A MINIMUM OF 1'-0" BELOW ROOF 3. PITCH ON HORIZONTAL WASTE LINES ARE 1/4" PER FOOT. 4. PLUMBING ACCESS PANELS SHALL BE PROVIDED PER APPLICABLE CODES. 5. TUB & SHOWER PROTECTION SHALL BE PROVIDED PER APPLICABLE CODES BY THE BUILDER. 6. AIR ADMITTANCE VALVES ARE NOT PERMITTED IN THE STATE OF MASSACHUSETTS. 7. DRAINAGE LINES ARE STUBBED THRU 1ST FLOOR MODULES FOR ON-SITE CONNECTIONS BY THE BUILDER 8. ALL PLUMBING, PLUMBING FIXTURES, ETC. BELOW FIRST FLOOR (BASEMENT) IS/ ARE SUPPLIED & INSTALLED BY BUILDER UNLESS OTHERWISE NOTED. WATER CLOSET KITCHEN SINK ONLY KITCHEN SINK COLD SUPPLY TO BE COPPER PIPING NOT PEX I D 1--j ~ A A 9. ONE (MIN.) 3" MAIN STACK VENT PER DWELLING. 10. ONE (MIN.) 2" FUTURE VENT PER DWELLING (WHEN APPLICABLE). 11. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAINS SHALL BE LONG SWEEP FITTINGS. 12. ALL WATER SUPPLY LINES ARE PEX TUBING, EXCEPT AS NOTED 13. ALL PLUMBING FIXTURES (EXCEPT TUB AND M.BATH SHOWER PAN) SUPPLIED AND INSTALLED BY THE BUILDER 14. ANTI-SCALD DEVICES SUPPLIED AND INSTALLED PER CODE BY BUILDER 15. WATER HAMMER ARRESTORS SHALL BE INSTALLED PER CODE. 16. INLET SHUT-OFF VALVE SHALL BE SUPPLIED & INSTALLED ON SITE BY G.C. 17. SILL COCKS ARE SUPPLIED & INSTALLED AT FACTORY EXCEPT IN AREAS BEYOND FACTORY LIMITS FROST FREE HOSE BIBBS PROVIDE ACCESS PANEL AND SHUT OFFS IN CLOSET FOR FROST FREE HOSE BIBBS WATER CLOSET D ALL H&C PIPING TO BE PEX EXCEPT KITCHEN SINK COLD SUPPLY TO BE COPPER PIPING RISERS IN BOX B, BUILDER TO CONNECT TO BASEMENT SUPPLY PIPING 0 I ~,..L... -~ RISERS IN BOX 8, 'y I BUILDER TO CONNECT TO BOX D SUPPLY PIPING 0I SHOWER r1 0 A -~ F~ DI r r r~ D ~~-hAJj I ALL MATERIAL AND LABOR TO COMPLETE SUPPLY PIPING IN BASEMENT IS BY THE BUILDER PER APPLICABLE CODES E cf:, ~ f I WATER SUPPLY SYSTEM =COLDWATER SUPPLY = HOT WATER SUPPLY 1st FLR BATH DROPS IN BOX B, BUILDER TO CONNECT TO BASEMENT SUPPLY PIPING See Cover Sheet for: Responsibilities for construction and completion of Sparkle Home NOTES 1. ALL PLUMBING CONNECTIONS BETWEEN FLOORS ARE THE RESPONSIBILITY OF THE BUILDER 2. ALL PLUMBING CONNECTIONS, FIXTURES, ETC. IN THE BASEMENT IS/ ARE THE RESPONSIBILITY OF THE BUILDER SUPPLY FITTINGS A= 1/2" PEX TUBING B = 3/4" PEX TUBING C = 1/2" COMP STOP D = 3/4" COMP STOP E = WASHER BOX F = ANTI-SCALD MIXING VALVE @i---;:;-::;;:;;;:::-;::;.:;:::=:---------------------------------------------,=r========;==;=====.r===============::,;:===================::;-;:========!=========::::;-r=:=====:=====rl ~ ~i~E~~~;~~:r~;,;:r~=::::~:!~~::t~!~?~::r~Lr:~:~ir~:;~~~~~!~7~~1=:~?.~:~~~~r,.:. :0 DESCRIPTION BY DATE illlbllici PROJECTD~~;iii~Ef ~~~NCE SHEPLUMBING ISO SUPPL y I 2~~:2 I t reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. FINAL CUSTOMER REV. MJD 7/10/18 P.o: B9x 566 .· 2677 Route 5 LEEDS, NORTHAMPTON, MA • i -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, o ORIGINAL PRINTING MJD 6/19/18 Wilder VT. 05088 180 79 ;\:.___--=LL=C...,,w=ill=be'""'id=e=nli=fie=d=th=ro=u=ho=ut::...:;th=is:..:d=oc=um=e=nt=-=a=-st""'he=-"-""VM='-'-'' o=r__,"V=E.:.::RM=O=D'-"------------------------------------------------------------------------------------------------' FOAM SEAL MARRIAGE WALL JOINT---~ 3"X5" NAIL PLATES 48" O.C. UP MARRIAGE JOINT ILl-l---3"X5" NAIL PLATE AT JAMB (2) ROWS 2" (F8) NAILS DIRECT @8" O.C. --------3/4" FLOOR SHEATHING c::i::1:1~:i l SPLICE SCRIBE TO FIT K i---___ ---; VERTICAL MARRIAGE JOINT L FLOOR SPLICE AT MARRIAGE WALL OPENINGS SCALE: 3/4"=1'-0" 3 1/2" GRK SCREWS @ 48" o.c. ------ (2) ROWS 2" NAILS OIRECT@4" O.C. \ 1/2" 'ZIP' SITE SHEATHING RIGID FOAM COMPRESS ES DENSE PACK PILLOW SCALE: 3/4"=1 '-0" (2) ROWS 2" NAILS OIRECT@4' O.C. \ 112" 'ZIP' SITE SHEATHING--~ .. " F >-___ ----1STACKED BOXES EAVE RIM FASTENING STACKED BOXES END RIM FASTENING SCALE: tn;,,.,--;;~;;::-;rr-;w---J ZIP TAPE SEAMS 3 1/2" GRK SCREWS @48" o.c. --~ (2) ROWS 2" (F8) NAILS DIRECT@4" O.C. \ : 2X10 P-T SILL 2X10 P-T SILL j BY BUILDER BY BUILDER ' 1/2" DIA. ' 1/2" DIA. ~oD Box <I> MOD sog) ZIP TAPE SEAM 6" GRK SCREWS TOE NAIL EACH WAY24"0.C. CONTINUOUS METAL FLASHING FOAM SEAL SETGAP-~ 5/8"GYPSUM GLUED & SCREWED TO FRAMING M ,____ ----l SCALE: 314"=1 '-0" LAP AND SEAL ~ EPDM ROOFING BEADS OF ADHESIVE SEALANT ~tr--'ZIP' SHEATHING GLUED & NAILED TO FRAMING TYPICAL MARRIAGE JOINT MONO SLOPE ROOF 3 1/2"GRK SCREWS TOE NAIL LVL TO 2X12 FIRE STOP @6" O.C. 2X12 FIRE STOP GLUED AND NAILED TO CEILING JOIST STACKED BOXES MARRIAGE GIRT FASTENING FOAM SEAL GAP BETWEEN GIRTS SHIM SOLID@ 16" O.C. BETWEEN GIRTS ::\===1vLJ;;;Jt 9~~==-i---1/1 O" GRK SCREW -@ 16" O.C. EACH \ -SIDE GIRT TO GIRT L BOTTOM OF GIRT ZIP TAPE BOTTOM OF GIRT GAP '~{ 24"0.C. } 1• A I \ ' t ~ I I 4' OR LESS JAMB WIDER THAN 4' WIDE @ 3"X5" NAIL PLATES @ FLOOR SPLICE ALIGN FINISH FACES OF MARRIAGE WALLS TO BE PARALLEL, APPLY NAIL PLATES AS SHOWN s SCALE: 1/4"=1 '-0" TYPICAL MARRIAGE WALL SITE FASTENING AT OPENINGS FOAM SEAL GAP BETWEEN GIRTS SHIM SOLID@ 16" O.C. BETWEEN GIRTS =\==~;;,n===i==i=~#E:===--111 o• GRK SCREW =t=::::'::::::::;:r=r,'in:::;:~~~=;::::::::i--@ 16" O.C. EACH SIDE GIRT TO GIRT BOTTOM OF GIRT I ' ZIP TAPE BOTTOM OF GIRT GAP G S0.1 4 BOX CONFIGURATION 4F llb lie/ lb lb See Cover Sheet for: Responsibilities for construction and.completion of Sparkle Home ANCHOR BOLTS ANCHOR BOLTS 0 1/2" 'ZIP' SITE WITH WASHER 1/2" 'ZIP' SITE WITH WASHER ~ SHEATHING AND NUT, MIN. SHEATHING AND NUT, MIN. 2X8 TOP PLATE, 2X8 P-T SHOE, 2X8 STUDS@ 16" O.C. STUDS BY BUILDER 2X8 TOP PLATE,2X8 P-T SHOE, 2X8 STUD~@ 16" O.C. BY BUILDER ~ FASTEN ANCHORS 7" IMBEDDED IN FASTEN ANCHORS 7" IMBEDDED IN a. TO SILL AND RIM -~ CONCRETE BY TO SILL AND RIM CONCRETE BY j BUILDER BUILDER a.I---~---~--------------+--~---~---------------, ! A _____ TYPICAL EAVE RIM TO SILL FASTENING B ~ SCALE· 3 4"=1'-0" >-=-=--~-----< ~ Definition Of Terms TYPICAL END WALL TO SILL FASTENING ~ -Builder.The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete !;::" modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". gj All notes containing the term "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be J reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. ,;; -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, TEMPORARY ADJUSTABLE STL. COLUMNS INSTALLED BY VERMOD NO. DESCRIPTION BY DATE 2 0 ORIGINAL PRINTING LJ----TEMPORARY ADJUSTABLE STL. COLUMNS INSTALLED BY VERMOD D ,_____ ----l MARRIAGE GIRT AND BEARING WALL SCALE: 3 4"=1 '-0" • ~ jjir'.!'.i~f;'iC . •• ti:SM1{1 J;;'..'i-11:.;i:rc;_:_'-'\·:.,, .. :· 0'.. ·:: :.·.·· ··.·.·.·.·.·.·.·.··., .. · .. ·•.·•· .. • .. •.·.·.·.·.••. ,·.· .. •.·'.·.··.' .. ·.·.·.rl··· •. . vermou P.O. BoX566 2677 Route 5 ' Wilder VT. 05088 PROJECT DESCRIPTION: SPARKLE RESIDENCE GROVE AVE, LEEDS,NORTHAMPTON,MA SHEET TITLE: ! 22 OF 22 J SITE BOX TO BOX AND BOX TO FOUNDATION FASTENING 4F • llb lie/ lb lb SHEET: S0.1 18079 :§ LLC will be identified throu hout this document as the ''VM" or "VERMOD" u.'---==-'-=-=-"-'===:..===-"'=.:;=='-="-=<--'-=-'-"'_.:..:::.:.==.---------------------------------------------------------------------------------------------------' VERMOD LLC WILDER, VT SUBJECT: WOOD HEADER CALC 2012 NOS Engineer: Kevin M. Finn, P.E. 815 Waterbury Park Drive Elkhart, IN 46517 MA LIC NO. 39636 THIS CALCULATION IS AN ANALYSIS/DESIGN OF A SIDEWALL HEADER. ALL PARAMETERS OF THE DESIGN ARE INDICATED AS SUCH. PROGRAM DETERMINES THE MAXIMUM CLEAR SPAN (L). SITE CONDITIONS - FLOOR LIVE LOAD = TOTAL DEAD LOAD= 9TH EDITION OF MA BUILDING CODE/ 2015 IBC / ASCE 7-10 30 PSF 10 PSF TRIBUTARY WIDTH FROM 2ND FLOOR= 57 IN MAXIMUM WIND UPLIFT CONDITION -115 MPH, EXP. C UNIFORM LOAD= (LIVE+ DEAD) x UNIT WIDTH= W = 190.0 plf = 15.8 pll DL ONLY W = = 15.8 pli MATERIAL & PHYSICAL PROPERTIES - t (in) = d (in) = lo (W4) = Sx (in'3) = b (in)= A (in"2) = Ac (in'2) = E (psi)= Fb (psi)= Fv (psi)= Fcper(psi)= CD(flr) = CF= Cr= DBL 2 x 10 SPF #2 TRIMMER ON EDGE 3.0 9.3 247.3 w/ DECKING 53.5 1.5 27.8 2.3 1400000.0 875.0 135.0 REACTION OF LVL HEADER-CLEAR SPAN 132.5 IN ~ 1048.96 LBS 54.00 in / 132.50 r 132.50 IN . - 102.0 in HEADER ALLO WABLE SPAN BASED ON BENDING P = 1048.96 LBS Wtr = 53.33 PLF 425.0 1.0 TRIMMER Fb' = FbxCDxCrxCF = 962.5 PSI 1.0 1.1 ~- TRIMMER CLEAR SPAN = 156 IN fb = p ab/(4L x (Sx) + WtrL '21(8 x Sx) :: 945.392 PSI ALLOWABLE SPAN BASED ON DEFLECTION 6 = 0.295 IN VS. U360 = 0.43333 IN ALLOWABLE SPAN BASED ON SHEAR Fv' = Fv xCD fv = 1.S(P + W(L -2d))/(2 x A) = 51.3677 PSI MANUFACTURER'S DATA PLATE FACTORY INSTALLED EQUIPMENT EQUIP,WENT ,VIANUFACTURER Manufacturer VERMOD HIGH PERFORMANCE MODULAR HOMES. LLC Heating Address 2677 HARTFORD AVE City, State, Zip WHITE RIVER JCT, VT 05001 r LISTED INDUSTRIALIZED BUILDING ---- Cooling Range/Burne Oven I Mode Occupancy Classification Manufacturer's Serial No{s) Date of Manufacture Date Data Plate Attached Pcnrnssible Gas Type(s) Electric Rating Test Voltage/Time Water Supply: Test Procedure Floor Design Live Load Ground Snow Load Exterior Wall Fire Rating Winter Design Temp.: Inside 4 BOX -2 STORY R-3 I Const Class VB 18079A, 180798, 18079C, 18079D I Plan Approval No. I NIA 200AMP 1080 VOLTS FOR I SECOND 100 PSI FOR 1 MINUTE 40 PSF Design Wind Speed And Exnosure I 17 Vult EXP B 40PSF Roof Design Live Load 35 PSF 0 Seismic Design ca,eoory C 70° Outside -20° Refrigerato Water Heare r r Dish Washe r I Disposa Hydro-Massage Tub Shipping Weight(s) TRA Label No(s) State Insignia No(s) BY BUILDER BY BUILDER BY BU ILDER BY BUILDER BY BUILDER BY BUILDER BY BUILDER NIA BY BUILDER MODEL NO Uo: Ceiling R-60 I Wall I R-43 I Floor I R-40 Folio\,-prtci.sdy :ill instructions with 1his building. Found:tlions. lnH:>11:itlon :ind Utility Conntclions :irt subject to inspcclion by lcc::il ou1hoti1ir1. CODE REFERENCE PLATE THIS MANUFACTURED STRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING CODES: 0 _____ NATIONAL ELECTRICAL COOE® 0 INTERNATIONAL BUILDING CODE 0 INTERNATIONAL MECHANICAL CODE 0 INTERNATIONAL PLUMBING CODE 0 2015 INTERNATIONAL ENERGY CONSERVATION CODE 0 2015 INTERNATIONAL RESIDENTIAL CODE 0 INTERNATIONAL FUEL GAS CODE 0 INTERNATIONAL FIRE CODE 0 UNIFORM BUILDING CODE 0 UNIFORM PLUMBING CODE 0 UNIFORM MECHANICAL CODE 0 NATIONAL STANDARD PLUMBING CODE o __________________________ _ o ________________________ _ [ZJ 7!0 CMR S 1.00 ~.1ss:iehusct1s Rcsidcnti:il Codc 0 780 CMR 110 Appcndi, AA Slrctch Energy Code o ________________________ _ o ________________________ _ o ________________________ _ o _________________________ _ o ________________________ _ D REScheck Software Version 4 .6.4 Compliance Certificate Project Sparkle Residence Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: 20151ECC Northampton, Massachusetts Single-family New Construction 2,815 ft2 8% 5 (6404 HOD) Construction Site: Owner/Agent: Designer/Contractor: GROVE AVE LEEDS NORTHAMPTON, MA 01060 Compliance: 51.3% Better Than Code Maximum UA: 302 Your UA: 147 STEVE DAVIS VERMOD HOMES LLC P.O. BOX 566 2677 RT 5 WILDER, VT 05088 802-295-0042 steve@vermodhomes.com 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. Envelope Assemblies . Gross Area Cavity Cont. Assembly .or R·V lue R·V I U-Factor UA Perimeter a a ue Ceiling 1: Structural Insulated Panels (SIPs) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Other Framed Wall Wall 2: Insulated Concrete Forms Window 1: Vinyl/Fiberglass Frame:Triple Pane with Low-E Door 1: Solid Basement Wall 1: Insulated Concrete Forms Wall height: 8.0' Depth below grade: 4.0' Insulation depth: 8.0' 787 234 2,279 520 233 63 520 60.0 60.0 0.0 40.0 40.0 0.018 0.024 0 .023 0.027 0 .200 0 .120 0.026 14 6 52 6 47 8 14 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name -Title Signature Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.1.rck Date Report date: 08/20/18 Page 1 oflO Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.1.rck Report date: 08/20/18 Page 2 oflO REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions11 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. sec;ion' I Pre~lnspection/Plan Review I Plans Verified I Field Verified I Complies? I Comments/Assumptions & Req.lD Value Value 103.1, Construction drawings and Dcomplies Requirement will be met. 103.2 documentation demonstrate Dooes Not [PRl]' energy code compliance for the ONot Observable building envelope. Thermal DNot Applicable envelope represented on construction documents. 103.l, Construction drawings and Dcomplies Requirement will be met. 103.2, documentation demonstrate DDoes Not 403.7 energy code compliance for 0Not Observable [PR3]1 lighting and mechanical systems. DNot Applicable Systems serving multiple . dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: Dcomplies Requirement will be met. 403.7 sized per ACCA Manual 5 based Btu/hr __ Btu/hr __ DDoes Not [PR2]' on loads calculated per ACCA Cooling: Cooling: 0Not Observable Manual J or other methods Btu/hr __ Btu/hr __ DNot Applicable approved by the code official. Additional Comments/Assumptions: I 1 IHigh Impact (Tier 11 I 2 I Medium Impact (Tier 21 I 3 I Low Impact (Tier 31 Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.1.rck Report date: 08/20/18 Page 3 oflO sec;ion I Foundation Inspection I Plans Verified I Field Verified I Complies? 1 Comments/Assumptions & Req.lD Value Value 402.1.1 Conditioned basement wall R-__ R-__ Ocomplies See the Envelope Assemblies [F04]' insulation R-value. Where interior R-__ R-__ Dooes Not table for values. insulation is used, verification DNot Observable may need to occur during Insulation Inspection. Not DNot Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall Dcomplies Requirement will be met. [FOS]' insulation installed per Doaes Not manufacturer's instructions. DNot Observable - DNot Applicable 402.2.9 Conditioned basement wall --ft --ft Ocomplies See the Envelope Assemblies [F06]' insulation depth of burial or Dooes Not table for values. distance from top of wall. DNot Observable DNot Applicable 303.2.1 A protective covering is installed Dcomplies Requirement will be met. [FOll]' to protect exposed exterior Dooes Not insulation and extends a DNot Observable -· minimum of 6 in. below grade. DNot Applicable 403.9 Snow-and ice-melting system Dcomplies Exception: Requirement is [F012l' controls installed. Dooes Not not applicable. DNot Observable DNot Applicable Additional Comments/Assumptions: / 1 / High Impact (Tier 1) / 2 /Medium Impact (Tier 2) / 3 / Low Impact (Tier 3) Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle,1.rck Report date: 08/20/18 Page 4 oflo Section I ,[ Pl V "f' d I Field Verified 1 I Comments/Assumptions # Framing/ Rough-In Inspection ani I en 10 Value Complies? & Req.lD a ue 402.1.1, Door U-factor. U-__ U-__ Dcomplies See the Envelope Assemblies 402.3.4 Dooes Not table for values. [FR1]1 DNot Observable -DNot Applicable 402.1.1, Glazing U-factor (area-weighted U-__ U-__ Dcomplies See the Envelope Assemblies 402.3.1, average). Doaes Not table for values. 402.3.3, DNot Observable 402.3.6, 402.5 DNot Applicable [FR2]' 303.1.3 U-factors of fenestration products Dcomplies Requirement will be met. [FR4]1 are determined in accordance Dooes Not with the NFRC test procedure or DNot Observable taken from the default table. DNot Applicable 402.4.1.1 Air barrier and thermal barrier Dcomplies Requirement will be met. [FR23]' installed per manufacturer's Dooes Not instructions. 0Not Observable DNot Applicable 402.4.3 Fenestration that is not site built Dcomplies Requirement will be met. [FR20]1 is listed and labeled as meeting Dooes Not AAMA /WDMNCSA 101/l.5.2/A440 DNot Observable -or has infiltration rates per NFRC 400 that do not exceed code DNot Applicable limits. 402.4.S IC-rated recessed lighting fixtures Dcomplies Exception: Requirement is [FR16l' seated at housing/interior finish Dooes Not not applicable. and labeled to indicate s2.0 cfm DNot Observable leakage at 75 Pa. DNot Applicable 403.2.1 Supply and return ducts in attics Dcomplies Exception: Ducts located [FR12)' insulated>= R-8 where duct is Dooes Not completely inside the >= 3 inches in diameter and >= DNot Observable building envelope. R-6 where< 3 inches. Supply and return ducts in other portions of DNot Applicable the building insulated >= R-6 for diameter>= 3 inches and RH4,2 for < 3 inches in diameter. 403.3.3.5 Building cavities are not used as Dcomplies Requirement will be met. [FR15]' ducts or plenums, Dooes Not -DNot Observable 0Not Applicable 403.4 HVAC piping conveying fluids R---R-__ Dcomplies Requirement will be met. [FR17l' above 105 2F or chilled fluids Dooes Not below 55 2f are insulated to 2:R-0Not Observable -3. DNot Applicable 403.4.1 Protection of insulation on HVAC Dcomplies Requirement will be met. [FR24]1 piping. Dooes Not -ONot Observable DNot Applicable 403.5.3 Hot water pipes are insulated to R-__ R-__ Dcomplies Requirement will be met. [FR18]' 2:R-3. Dooes Not DNot Observable DNot Applicable 403.6 Automatic or gravity dampers are Dcomplies Requirement will be met. [FR19l' installed on all outdoor air Dooes Not intakes and exhausts. DNot Observable DNot Applicable ! l !High Impact (Tier 1) I 2 !Medium Impact (Tier 21 I 3 !Low Impact (Tier 31 Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.l.rck Report date: 08/20/18 Page 5 oflO Additional Comments/Assumptions: ! 1 !High Impact (Tier 1) I 2 !Medium Impact (Tier2) I 3 I Low Impact (Tier 3) Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.1.rck Report date: 08/20/18 Page 6 oflo Se~ion I Insulation Inspection I Plans Verified I Field Verified I Complies? I Comments/Assumptions & Req.lD Value Value 303.1 All installed insulation is labeled Dcomplies Requirement will be met. [IN13]' or the installed R-values Dooes Not provided. DNot Observable DNot Applicable 402.1.1. Wall insulation R-value. If this is a R-__ R-__ Dcomplies See the Envelope Assemblies 402.2.5. mass wall with at least ih of the D Wood D Wood DDoes Not table for values 402.2.6 wall insulation on the wall D Mass D Mass DNot Observable [IN3]1 exterior, the exterior insulation requirement applies (FfUO). D Steel D Steel DNot Applicable C 303.2 Wall insulation is installed per [IN4]1 manufacturer's instructions. Dcomplies Dooes Not Requirement will be met. 0Not Observable DNot Applicable Additional Comments/Assumptions: I 1 I High Impact (Tier 1) I 2 !Medium Impact (Tier 21 ! 3 JLow Impact (Tier 3) Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.1.rck Report date: 08/20/18 Page 7 oflO sec;ion I Final Inspection Provisions I Plans Verified I Field Verified I Complies? I Comments/Assumptions & Req.lD Value Value 402.1.1, Ceiling insulation R-value. R-__ R-__ Dcompfies See the Envelope Assemblies 402.2.1. D Wood D Wood Dooes Not table for values. 402.2.2, D Steel D Steel 0Not Observable 402.2.6 [Fll]1 ONot Applicable 303.1.1.1, Ceiling insulation installed per Dcomplies Requirement will be met. 303.2 manufacturer's instructions. Dooes Not [Fl2]1 Blown insulation marked every 0Not Observable 300 ft2• DNot Applicable 402.2.3 Vented attics with air permeable Dcomplies Exception: Requirement is [FIZZ]' insulation include baffle adjacent Dooes Not not applicable. to soffit and eave vents that DNot Observable extends over insulation. ONot Applicable 402.2.4 Attic access hatch and door R-__ R-__ Dcomplies Location on plans/spec: [F13]1 insulation ~R-value of the Dooes Not not applicable adjacent assembly. ONot Observable ONot Applicable 402.4.1.2 Blower door test@ 50 Pa. <=5 ACH SO= --ACH SO= --Dcomplies Requirement will be met. [Fil 7]1 ach in Climate Zones 1-2, and Dooes Not <=3 ach in Climate Zones 3-8. ONot Observable DNot Applicable 403.2.3 Duct tightness test result of <=4 cfm/100 cfm/100 Ocomplies Exception: All ducts and air [Fl4]1 cfm/100 ft2 across the system or w-w-DDoes Not handlers are located within <=3 cfm/100 ft2 without air DNot Observable conditioned space. handler@ 25 Pa. For rough-in tests, verification may need to ONot Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 Dcomplies Exception: All ducts and air {Fl27]1 determine air leakage with w-w-Dooes Not handlers are located within either: Rough-in test: Total ONot Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ONot Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure, 403.3.2.1 Air handler leakage designated Dcomplies Requirement will be met. {Fl24]1 by manufacturer at <=2% of Dooes Not design air flow. 0Not Observable DNot Applicable 403.1.1 Programmable thermostats Dcomplies Requirement will be met. [Fl9]' installed for control of primary Dooes Not heating and cooling systems and 0Not Observable initially set by manufacturer to code specifications. DNot Applicable 403.1.2 Heat pump thermostat installed Dcomplies Requirement will be met. {FllDI' on heat pumps. Dooes Not ONot Observable ONot Applicable 403.5.1 Circulating service hot water Dcomplies Requirement will be met. [Fill]' systems have automatic or Dooes Not accessible manual controls. DNot Observable ONot Applicable J 1 JHigh Impact (Tier 1) I 2 I Medium Impact (Tier 2) / 3 /Low Impact (Tier 31 Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.l.rck Report date: 08/20/18 Page 8 oflO sec;ion' I Final Inspection Provisions I Plans Verified I Field Verified I Complies? I Comments/Assumptions & Req.lD Value Value 403.6.l All mechanical ventilation system Dcomplies Requirement will be met. [Fl251' fans not part of tested and listed Dooes Not HVAC equipment meet efficacy 0Not Observable and air flow limits. DNot Applicable 403.2 Hot water boilers supplying heat Dcomplies Exception: Requirement is [F126]' through oneM or twoMpipe heating Dooes Not not applicable. systems have outdoor setback DNot Observable control to lower boiler water temperature based on outdoor DNot Applicable temperature. 403.5.1.1 Heated water circulation systems Dcomplies Exception: Requirement is [Fl2BJ' have a circulation pump. The Dooes Not not applicable. system return pipe is a dedicated ONot Observable return pipe or a cold water supply pipe. Gravity and thermosM DNot 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 setMpoint temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems Dcomplies Requirement will be met. [Fl29]2 comply with IEEE 515.1 or UL Dooes Not 515. Controls automatically DNot Observable adjust the energy input to the heat tracing to maintain the DNot Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that Ocomplies Exception: Requirement is [Fl30]2 have recirculation pumps that Dooes Not not applicable. pump water from a heated water DNot Observable supply pipe back to the heated water source through a cold DNot Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to l042F. 403.5.4 Drain water heat recovery units Ocomplies Exception: Requirement is [Fl31]' tested in accordance with CSA Dooes Not not applicable. 855.1. Potable waterMside DNot Observable pressure loss of drain water heat recovery units < 3 psi for ONot Applicable individual units connected to one or two showers. Potable waterM side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75% of lamps in permanent Dcomplies Requirement will be met. [F16)1 fixtures or 75% of permanent Dooes Not fixtures have high efficacy lamps. 0Not Observable Does not apply to lowMvoltage DNot Applicable lighting. 404.1.1 Fuel gas lighting systems have Dcomplies Requirement will be met. [Fl23]' no continuous pilot light. Dooes Not --DNot Observable DNot Applicable j 1 I High Impact (Tier 1) j 2 jMedium Impact (Tier2) I 3 j Low Impact (Tier 3) Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Sparkle.l.rck Report date: 08/20/18 Page 9 o/10 Section I I Plans Verified I Field Verified I I Comments/Assumptions # Final Inspection Provisions Complies? & Req.lD Value Value 401.3 Compliance certificate posted. Ocomplies Requirement will be met. [Fl7]2 Dooes Not ONot Observable DNot Applicable 303.3 Manufacturer manuals for Dcomplies Requirement will be met. [F118l' mechanical and water heating Dooes Not systems have been provided. 0Not Observable DNot Applicable Additional Comments/Assumptions: ! 1 j High Impact (Tier 1) I 2 I Medium Impact (Tier 2) I 3 I Low Impact (Tier 3) Project Title: Sparkle Residence Data filename: C:\Users\ccraft\Documents\018 CLIENT FILES\Misc. Projects\res check 17013 Spa rkle.1.rck Report date: 08/20/18 Page 10 oflO Above-Grade Wall Below-Grade Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): Door Heating System:. _________ _ Cooling System:. _________ _ Water Heater:. __________ _ Name: ________________ _ Comments 0.00 40.00 0.00 60.00 0.12