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129 Glendale Plans~ Commonwealth of Massachusetts • Manufactured Buildings Program Ttansm.ittal Form for all correspondences relating to Manufactured Buildin rrs and Buildin~ Components To: Linda Shea, Manufactured Buildings Program Phone Number: I Date Transmitted Linda.shea@state.ma.us 508-422-1955 09-06-18 Commonwealth of Massachusetts 50 Maple Street Board of Building Regulations and Standards Suite One Milford Massachusetts I 01757-3698 The person forwarding material shall complete the following portion of this transmittal. information. Please print clearly or type required Name of Person I KEVIN J. WHITE MC Number 566 I TPIA Number 03 Transmittin~ Material The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct 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 Hems under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items. Building plans for review and approval Building plans forwarded as a record copy for your files (review not X Unit #18129 R-3 required). Revised building plans for review. (Please clearly identify revisions on the olans.) Revised building plans forwarded as a record copy for your files {review not required -Please clearlv 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 2rograms, manuals or drawings shall be accomI!anied b): an index which clearl)'. identifies which I!ages are to be removed and which na~cs are to be renlaced. (Check the appro1>riate 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 being transmitted. Identify any revisions clearly along with BBRS No. Also, identify the requested action. Site Location: LOt 3, 129 Glendale Rd -NorthHameton MA The office transmitting this information has reviewed the above mentioned and attached materials and has found them, lo 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 /l Signed by: 7liCK-WJ4);_ Date: 09-06-18 \ ~ \ -S\mfg\forms\mfgtransm1ttal Revised ApnL 2015 Definition Of Terms -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 all building permits required for the field erection of all one and two family manufactured dwellings 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 company 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 the "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. Specifications and Special Instructions ~ 1.0 FRAMING 1.1 Floors: 9 Y." Wood "I" joist, T &G OSB sheathing glued and nailed with ring shank nails 1.2 Underside of 1st floor sheathed and taped with 7 /16" Zip sheathing or GP Forcefield sheathing glued and nailed with ring shank nails 1.3 Exterior walls: double 2x4 SPF Stud Grade walls 24" OC, 10" thickness, 7/16" Zip sheathing or GP Forcefield sheathing glued and nailed with ring shank nails 1.4 Roof system: 12" SIP's (Structurally Insulated Panels), 5/8" OSB sheathing, all soffits and facia installed 1.5 Interior partitions: 2x4 SPF Stud Grade @24" OC 1.6 Construction Stairs with temporary treads 2.0 ROOFING 2.1 EPDM rubber roofing complete with all flashings, plumbing boots, solar collector box installed 3.0 SIDING AND EXTERIOR TRIM 3.1 Double 4" vinyl siding M & I BY BUILDER 3.2 White accessory trim M & I BY BUILDER 3.3 White 3" vinyl or Miratec corner boards M & L BY BUILDER 3.4 Miratec Facia with vinyl soffit, White 3.5 1 x6 Miratec sand board (White) M & L BY BUii DER 3.6 Optional metal siding and deck prep M & I BY Bl Ill DER 3.7 All exterior decks, porches, steps to grade M & L BY BUii DER 4.0 INSULATION AND AIR SEAi ING 4.1 Fiberglass dense packed insulation 1st floor, rim of 1st floor ceiling to 2nd floor R 40, Walls R 43 4.2 Roof insulation SIPS panels -MA code compliant assembly 4.3 All exterior sheathing joints sealed with Zip Tape or equal 4.4 All penetrations in exterior walls, ceilings and floors sealed 4.5 Windows and exterior doors sealed with tape and foamed in place 5.0 WINDOWS AND EXTERIOR DOORS 5.1 Vinyl casement and awning windows-foam filled frames, triple glazed argon filled, U.21 5.2 ThermaTru Smooth Star fiberglass doors with adjustable threshold and strike plate. Y:, glass back door, full glass front door 5.3 Brushed Chrome lever handles and hinges, deadbolts keyed alike 6.0 INTERIOR DOORS 6.1 6 panel or flush hollow core doors with 3 mortised hinges M.. & l BY BUil DER 6.2 Satin Nickel Knobs M & L BY BUILDER 7.0 FINISHES 7 .1 5/8" sheetrock on all walls and ceilings taped and sanded 7.2 Vapor retarder primer on all walls and ceilings M & l BY Bllll DER 7.3 BM Ultra Spec 500 flat latex paint "Linen White" on walls and ceilings-Zero voe White semi- gloss paint on doors and interior trim -Zero voe M & L BY Bllll DER 7.4 Clear pine window sills and aprons M & L BY BUILDER 7.5 2 W' Colonial window/door trim w/ 3 W' baseboards or 2 Y:," Flat window/door trim w/ 4 Y." baseboards M & L BY BUILDER 7 .6 Closet Maid wire shelving in all closets M & I BY Blfll DER 7.7 Bamboo interlock flooring in all living spaces M & L BY BIii/ DER 7.8 Vinyl interlock flooring in bathrooms, utility room, and laundry room M & l BYBllll DER 7.9 Towel bar and toilet paper holder installed M & I BY BUILDER 7.10 Finish Stairs and railings M & l BYBlJ/LDER Definition Of Terms -Delivery Crew, responsible for road permits, routes to site, and escort vehicles for the delivery of the modular components to their lifting location at 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). 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 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. M & I · Material and Labor 8.0 CABINETS AND COUNTERTOPS 8.1 JS! "Premier" series cabinets with dovetail drawers an undermount slides M & L BY BUILDER 8.2 Formica countertops with integral backsplash M & I BY BlJ/l DER 8.3 Cultured marble vanity top with integral bowl (white) M.,_,&_L BYBllll DER 8.4 Chrome faucets M & l BY Bllll DER 9.0 APPLIANCES 9.1 Energy Star Refrigerator M & L BY BUILDER 9.2 Energy Star Dishwasher M & I BY Bl Ill DER 9.3 Smooth top Electric Range M & L BY BUILDER 9.4 Microwave/hood over Range M & I BYBllll DER 9.5 Energy Star Washing Machine (white) M & L BY BUii DER 9.6 Energy Star Condensing Dryer (white) M & L BYBl/11 DER 9.6.1 *Choice of white, black, or stainless steel* M & L BY BUil DER 10.0 PLUMBING 10.1 PEX supply piping 10.1.1 Site connections: between boxes and boxes to site hook-ups M & L BY BUILDER 10.2 Schedule 40 PVC waste lines 10.1.2 Site connections: between boxes and boxes to site hook-ups M & L BY BUILDER 10.3 Double bowl Stainless Steel sink with combination spray/ faucet M & L BY BUILDER 10.4 Elongated bowl toilet (comfort height) M & L BY Bllll DER 10.5 Heavyweight fiberglass 5' tub with faucet 11.0 HEATING, AIR CONDITIONING AND VENTILATION· M & L BYBWI DEB. 11.1 Conditioning Energy Recovery Ventilator (CERV) complete heat/AC air source heat pump M & L BYBlfll DER 11.2 Soffits with ductwork roughed in per plan 11.2.1 Site connections: between boxes and boxes to site hook-ups M & L BY BUILDER 11.3 Water heater (heat pump) M & l BY Bllll DER 11.4 Continuous monitoring of carbon dioxide, pollutants, and humidity M & L BY BUILDER 11.5 Programmed continuios whole house heat recovery ventilation M & L BY BUILDER 11.6 All mechanicals installed M & L BY BUILDER 11.7 Condensate, Refrigerant and electric line for mini split M.. & l BY Bllll DER 12.0 ELECTRICAi 12.1 200 Amp entrance panel 12.2 All material and labor to comply with the currant National Electric Code 12.3 Light almond color switches and outlets (cover plates provided, not installed) 12.4 Smoke, CO detectors [provided, not installed) 12.5 Energy Star light fixtures M & L BY BUILDER 12.6 CAT 5 Phone and RG 6 TV in each bedroom and living area (3 locations) 12. 7 Secondary panel for solar and conduit to roof and below floor installed, ready for solar installation M. & L BY BlllLDER 12.8 Optional 7 KW solar array W/ integrated racking system (installed on site byVermod) M & L BY BUILDER PROJECT DATA PROJECT: HABITAT FOR HUMANITY JOB:# 18129 LOCATION: LOT 3, 129 GLENDALE RD NORTHAMPTON MA 01062 USE GROUP: R-3 CONSTRUCTION CLASS: SB AREA: 1ST FLOOR: 602 sf 2ND FLOOR: 602 sf VOLUME: 13244 cf NUMBER OF FLOORS: 2 HEIGHT OF BUILDING FROM TOP OF FND.: 22' OCCUPANCY LOAD PER FLOOR: (1 OCC. PER 200SF.) 1ST FLOOR: 3 PEOPLE 2ND FLOOR: 3 PEOPLE WALL AND CEILING FINISHES: MAX FLAME SPREAD INDEX 75 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 BUILDER REQUIRED TO NOTIFY THE LOCAL AUTHORITY HAVING JURISDICTION A MINIMUM OF 48 HOURS PRIOR TO QAYDESET MANUFACTURER'S DATA Name: VerMod LLC Address: P.O. Box 566 Plant Address: 2677 Route 5 Wilder VT. 05088 Wilder VT 05088 MAApproval: #566 Expiration Date: 8-16-19 THIRD PARTY INSPECTION AGENCY DATA Name: TR Arnold &Associates, Inc. Address: 4703 Chester Drive, Elkhart, Indiana 46516 MA. Approval: 03 Expiration Date: 4-30-19 DATA PLATE & LABEL LOCATIONS DATA PLATE, 3rd PARTY LABEL, AND MA LABEL are located on the exterior wall Bedroom Closet BOX A 3rd PARTY LABEL, AND MA LABELS are located in BOX B Bedroom 2 Closet PROPRIETARY INFORMATION DRAWING INDEX SHT.# TITLE DATE LAST DRAWN REVISED CVR COVER 6/14/18 X A1.0 BASEMENT PLAN 6/14/18 A1.1 1ST & 2ND FLOOR PLAN 6/14/18 A2.1 1ST FLOOR FRAMING & 1 ST CEILING 6/14/18 FRAMING A2.2 2ND FLOOR FRAMING & ROOF 6/14/18 FRAMING A3.1 TYPICAL SECTION & STAIR DETAILS 6/14/18 A4.1 ELEVATIONS 6/14/18 A5.0 FASTENING SCHEDULE 6/14/18 A5.1 TYPICAL FRAMING DETAILS 6/14/18 A5.1T TYPICAL THERMAL ENVELOPE DETAILS 6/14/18 A5.2 EXTERIOR WALL DETAILS 6/14/18 M0.1 MECHANICAL PLANS 6/14/18 EO.O ELECTRICAL NOTES 6/14/18 E0.1 ELECTRICAL PLANS 6/14/18 P0.1 DWVPLANS 6/14/18 P0.2 SUPPLY PLANS 6/14/18 P0.3 DWV & SUPPLY ISOMETRIC 6/14/18 S0.1 SITE BOX TO BOX AND BOX TO 6/14/18 FOUNDATION FASTENING CODE REFERENCES Buildings manufactured by VerMod LLC conform with editions of the following codes and there requirements. 1) Building Code: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 IRC International Residential Code* 2) Mechanical Code: 9th 780 CMR 51.00: Massachusetts Residential Code 1------------------------< 2009 IRC International Residential Code* This plan set and all contents herein are the exclusive property of 3) Plumbing Code: 248 CMR Uniform State Plumbing Code: Massachusetts VERMOD LLC. No reproduction, copies and/or facsimiles shall be Residential Code produced in any manner whatsoever, whether in part or in whole. 2015 !RC International Residential Code* Coping of this plan set and/or its contents shall be cause for legal 4) Electrical Code: 9th 780 CMR 51.00: Massachusetts Residential Code action. 2015 !RC International Residential Code* 5) Energy Code: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 IECC International Energy Conservation Code, 780 CMR 110 Appendix AA* 6) Fuel Gas Code: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 !RC International Residential Code* * with State Amendments and Supplements DESIGN LOADS 1------------------------+-Roof Dead Load: 15 psf ENERGY DATA BUILDING COMPONENT Floor* Wall Roof Windows••• Doors Conditioned Basement REQUIRED REQUIRED ACTUAL (ELECTRIC) (FOSSIL) .05 .08 .025 .05 .05 .023 .033 .033 .017 .040 .65 .21 .40 .40 .12 .071.10 .07/.10 .025 Floor Dead Load: 20 psf Habitable Attics & Sleeping Areas: 30 psf Live Load Seismic Category: B Stairs: 40 psf Live Load All other areas Except Balconies & Decks: 40 psf Live Load Foundation Bearing Capacity: 1500 psf. Table R401.4.1 IRC 2015 SNOW LOAD ( NORTHAMPTON MA ) Ground Snow Load: 40 psf Roof Snow Load: 35 psf 1--------------·----------:now Exposure Factor: Ce 1.0 HEAT, AIR CONDITIONING AND VENTILATION Hot Water Heater (hybrid heat pump) Material and labor by the builder. 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. Material and labor by the builder. Consealed duct work supplied and installed by VERMOD The Builder shall not make any penetrations through the Thermal Envelope of the modular boxes without approval from VerMod LLC * Floor above conditioned basement. ••• Vinyl casements & awning windows: foam filled frames. triple glazed, argon filled. NO. DESCRIPTION BY DATE Load Importance Factor: I 1.0 Thermal Factor: Ct 1.1 Plus Drifting as Applicable WIND LOAD Ultimate Design Wind Speed V ult: 117 mph Nominal Design Wind Speed V asd: 91 mph Risk Category: II Wind Exposure: C Basic Wind Design Pressure: 33 psf Internal Pressure Coefficient: +/-0.18 Kevin M. Finn, P.E., Inc. 815 Waterbury Park Drive Elkhart, IN 46517 MA PE Lie.# 39636 PROJECT DESCRIPTION: - @·······•·.·.· ·.· . . . ... · BOX PROFILE T 1---TYPICAL SINGLE BOX WITH ROOF 1------ SCALE: NA · . . .. . .. .. @ . .·. ·. . . . ·: I . . ·· . .. ·. @ @) ·. . C . . · . ' ·. e . .· . .... ··. .. .· . · . ·. ,. _ . .· . : _-.-:,_._ . , . . .--. -__ ._ .' •. . · . .. .. BOX PROFILE j l,1--=~--_____ __, TYPICAL SINGLE BOX FIRST FLOOR OR SECOND FLOOR SCALE: NA @) EXTERIOR WALL @MARRIAGE WALL CLG CEILING OPN OPEN CEILING FLR FLOOR ~ ROOF FRAMING SHEET TITLE: 2 BOXES ld \ Ila 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. -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". 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 reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. ------------lllifll~f ...... . verm.oa· I 1 OF 18 I SHEET: CVR COVERSHEET HABITAT FOR HUMANITY --------- 1 ----·· -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular component known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, 0 ORIGINAL PRINTING MJD LLC will be identified throuahout this document as the "VM", or "VERMOD" . : : --- --- 6/14/18 P.O. Box 566 2677 Route 5 Wheler VT. 05088 LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 --------~------------------· 18129 L----------------------~·: ____ A ------------------1 ~-~ ~-~ I .' ,:, :··,_.,";,.· , ·':··:_; .. --:·:.,\ ,,-.,.·;,, _::,-. .... : .; :;:,:i : . .-:-,.:: .···.-'-' ,;:,. :····: ,: .. ,-. __ ,.._. :-;::,·::;._.:: \'.. :: ::"' :.c-:' .:··._1.:·· ·,,:.,:,.,::' iY :;;/·_,;_,:::. :; ,:,, •·::• ... ,\; .: '/: .i .. >1: _:,,, ··,;·:.;:'r:t::.,:c, :-:.:·'::;,.,,,,::.,,.:-,ii<':.-:,: :y,:,::• t,.: V • I ·' I\,------~--------------------------------------, I I I I ,: I A I • I I/• I j -: j I ' .. I I I I ·.i I A I :'. I I ·: I I ·· I I I I ;-: I I '.'i I I \ I I . ·. I I ··· I I I I · I I ·. I I , I I ' I :;' J:: I lf;'.L _____________________________________________ I -"<----I-~ ,._ :;:•-• .... • ·., .. '. '•::>-'• .·-.··:• ·:: . .,,,'.,;, ·r.:·' ~· .. ~: '.·::·",• :·· .. ·._:;., .. '• ,,,· ..... ,· .. ""• "::'• ,:'.·:·-"::·;···.:··::::_:.·~' -~·P,.':~::·:.>.;" ;··_•,•' .. \·: :._·' .. :-··,:_ .. '' -~~·-·,; ·::·. ··,,:-,.-_ ',, ''~·.:• .' • '.,:.'. ':::''."f,:.:.'::-" .. •::. :'':'( •,•:,·.'•".' •_,, .... -~ ..... ,· ... ·'~ •>:,',, ':. ' .. :: .. "•, '.·.:,,~·:.::•'::).:,/.'<.,;,.:,;:;, _,..! __ ~·· T------A ---------------... _,~----------------------r 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 OVERALL DIMENSIONS ONLY. 6. BUILDER IS RESPONSIBLE FOR ALL THROUGH SLEEVES AND OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL CONNECTIONS. 7. BUILDER IS RESPONSIBLE TO PROVIDE THE REQUIRED ACCESS FOR THE BASEMENT OR CRAWL SPACE PER APPLICABLE CODES. 8. BUILDER SHALL PROVIDE THE REQUIRED EGRESS FROM ANY BASEMENT SPACE TO BE USED AS SLEEPING PER APPLICABLE CODES. 9. BUILDER IS RESPONSIBLE TO PROPERLY SIZE AND INSTALL HEADERS FOR ANY OPENINGS IN THE BASEMENT/ FOUNDATION AREA. 10. BUILDER SHALL SUPPLY AND INSTALL ALL DAMP PROOFING, DRAINAGE, VAPOR BARRIERS, AND INSULATION PER ALL APPLICABLE CODES. 11. BUILDER IS RESPONSIBLE TO PROVIDE PROPER WALL THICKNESS TO PROTECT AGAINST LATERAL FORCES ON LONG WALLS. 12. BUILDER SHALL CHECK THE FOUNDATION DIMENSIONS AND SHALL SHIM THE SILLS IF REQUIRED TO ASSURE MODULES WILL SET SQUARE AND LEVEL. 13. ALL CRAWL SPACE MECHANICAL, ELECTRICAL, AND PLUMBING MATERIALS ARE SUPPLIED AND INSTALLED BY BUILDER. D !-__ _----CRAWL SPACE PLAN A --- ··· ... SCALE: 1"=1'-0" Definition OfTerms f--M--MOD BOX FACE OF FRAMING 26'-2" l. ·:.;'.·~ .. : .•.•.... t+·._: __ ,:;-_ .. -... -~i.1 .• _· ~~~tiC6:~LL .. , ! 1/2" DIA. I ; .· ; . . ,: ' I ANCHOR BOLTS I·· . \. ;• WITH WASHER 1 •• . · AND NUT, MIN. ! ',· ·. "o 7" IMBEDDED IN !__. __ ., ... ,: CONCRETE BY BUILDER ANCHOR BOLT DETAIL -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". 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 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, LLC will be identified throughout this document as the "VM", or "VERMOD" NO. DESCRIPTION ... --- ... --- 1 --· 0 ORIGINAL PRINTING BY DATE ----· -----· ... . .. MJD 6/14/18 SCALE: 3/16"=1'-0" lll~1 ~d P.O. Box 566 2677 Route 5 WIider VT. 05088 PROJECT DESCRIPTION: 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 GENERAL NOTES 1. FOOTINGS, FOUNDATION WALLS, BASEMENT SLABS, RETAINING WALLS, ETC. ARE DESIGNED & INSTALLED BY THE BUILDER PER APPLICABLE CODES. SHEET TITLE: HABITAT FOR HUMANITY FOUNDATION PLAN LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 i 2 OF 18 i SHEET: A1.0 18129 /'5.0"\ r 6.o, \. CVR ,I \.CVR_./ DOOR SCHEDULE NO. LABEL QTY SIZE w H R/0 DESCRIPTION THICKNESS HEADER IAANUFACTURER 01 3068 2 3068 LEX 36" 80" 381/2"X83" EXT. HINGED-DOOR E23 1 3/4" 2X6X41 1/2" 12) THERMA-TRU 02 2668 1 2668 LIN 30" 80" 32"X82" HINGED-DOOR P09 1 3/8" 2X6X35" 2) 18,o"'\ 03 2668 4 2668 R IN 30" 80" 32"X82" HINGED-DOOR P09 1 3/8" 2X6X35" 21 \. CVR J CABINET SCHEDULE 04 2868 3 2868 LIN 32" 80" 34"X82" HINGED-DOOR P09 1 3/8" 2X6X37" 2) NO. LABEL QTY w D H DESCRIPTION 05 2868 2 2868 R IN 32" 80" 34"X82" HINGED-DOOR P09 1 3/8" 2X6X37" 2) 01 B24L 1 24" 24" 36" BASE CABINET 06 3068 1 3068 L 36" 80" 73"X841/4" POCKET-DOOR P09 1 3/8" 2X6X76" 21 02 LSB33R 1 33" 33" 36" CORNER BASE CABINET 07 5068 2 5068 UR IN 60" 80" 62"X82" DOUBLE HINGED-DOOR P09 1 3/8" 2X6X65" 2) 03 SB36 1 36" 24" 36" BASE CABINET 04 VB2421 1 24" 21" 36" BASE CABINET 05 VB3021 1 30" 19 5/16" 36" BASE CABINET lf-::---------------------44'-0"---------------------· LIGHT & VENT SCHEDULE 17'-4 1/2" f 26'-7 1/2" r-------------------_(~·--------,-------------------, ROOM SOUAREFEET REO. LT ACT. LT REQ.VT ACT. VT LIVING DINING 140 11.2 26.8 5.6 10.3 KITCHEN 90 7.2 5.2 3.6 5.4 ~ .. -T~--: (TPL\ ·~· II 1'x, ~' -.:----.J.-----,., ~ I 4'-10 1/8" ' ' 6'-4 1/2" N--11111----111 1,1-11t-1t-!'.-1!, 1:f-10 3/4"1H1t-1-11-+11 ---~11-i::::-6'-0" 4'-4 1/2 C;f-1 ~ 3'-3" -1 ~ 4'-5 1/8" -I ~ ,, STAIRWELL I ~ 1; LANDING ~ 00 ~ @) ~t= . ,, '=u~::::::::~"= ~42~s11.a tIFT • " , ,~ ' ~ \ ® "'l, L-1 1. 00 f: '.@.· BEDROOM2 \:_@ I\~ ~ ~ ®__/ 8~~Ps%~~3 1 ~ 4 . 1 !. 104 so FT ~ l]:;;::;;::::::g iOJ' ,, 'CW ':_, ·~ ~ ~R -I' . ------~ ~ 7';))~1 @~ -; ~ . : ~ • 00 ~ I;, 11'-25/8"--~ BA'lll · (O~~'r,) .. 1-• 112 ~ ~7'-01/4" ~-12'-65/8" 1 1 · :'? 10.5 L,_...../ ~ !,\ UTII nr ~; ~ oo I ~ \.CVR/ ij ?i:: ,,,, c\T WH_,' ';' ; , ,,,.)<'.'~r.·•·, ·'1·X•··,·~~. • ~-'-':.; X,~,.x·-.-·-x·""" I ~ , 1 • , :.... ' ~ ~ ;<,, • , , , <x ,~'\)2:1.:X<SOFFIT>\,2~ , I { " ' y,, $!; ,, ,X'>. -,x<·l<",Y'--""' ..... v,-'\ ' m i ,. . • . I 01\ 102\ ' ~~---+--l--~--..3<. '~,·~112·--(r---9'-~ ----i ------14',21/4'. ----1 --r-11·--r-~.5114·~' LAV 25 2 2.5 1 2.7 BEDROOM 1 104 8.3 24.1 4.2 15.2 BEDROOM 2 104 8.3 24.1 4.2 15.2 BEDROOM 3 117 9.4 24.1 4.2 15.2 BATH 38 3.0 2.5 1.5 2.7 - ca 1'x, >< 6 0 Ill -·- lf-::---------------------44'-0"---------------------· N !r-____ --_---; SECOND FLOOR PLAN SCALE: 3/16"=1 '-0" l'5:o\ \.CVR,/ WINDOW SCHEDULE NO. SIZE QTY w H R/0 EGRESS TEMPERED DESCRIPTION BOTTOM MANUFACTURER 01 2020SC 2 24" 24 26"X26" SINGLE CASEMENT-HR 56" ECOSHIELD 02 2640SC 2 30" 48 32"X50" SINGLE CASEMENT-HR 32" ECOSHIELD 03 21026SC 1 34" 30 36"X32" SINGLE CASEMENT-HR 50" ECOSHIELD 04 21040SC 3 34" 48 36"X50" YES SINGLE CASEMENT-HR 32" ECOSHIELD 05 4040 1 48" 48 50"X50" MULLED UNIT-HR 32" ECOSHIELD 07 4040 1 48" 48 50"X50" YES MULLED UNIT-HR 32" ECOSHIELD 08 5040 1 60" 48 62"X50" YES MULLED UNIT-HR 32" ECOSHIELD 09 5040 3 60" 48 62"X50" ' MULLED UNIT-HR 32" ECOSHIELD 44'-0" . . 1: -------------28'-11 5/16"-------------... ;::i--4'-5 9/16"--JM:::r----10'-71/8" ----ti .1··--1 ·-T I ~ 4'-6 5/8" CC) ~ rr, ~ !''€ <C ~ >< 0 ~ Ill ~ ~ :'? 00 .... ""' , ,' . T) ~ 6'-5 7/16" __ J ____ 9'-0" . I. ® 10'-2318'' ·oo I 00 L. > 1 •• •4 cv:'.21/2" 7'-11 3/8" ~ 5'-2 5116" --1 ~::--------------------·-44'-0"--------------------- CERTIFICATION r, = STATE, THIRD PARTY LABELS, !_i;:, DATA PLATE l}J = STATE LABELS /fpl) = THIRD PARTY LABEL \ __ ./ (DP\ = DATA PLATE -. ___ / EXTERIOR WALLS PARALLEL TO THE LONG AXIS OF THE MODULAR BOX ARE BEADING WALLS. SUPPORTING ROOF AND CEILING· OUTER WALL LOAD BEARING, 2X4 STUDS SPF STUD GRADE@ 24" O.C., SINGLE SHOE SINGLE PLATE, LOAD BEARING HEADERS. INNER WALL NON BEARING, 2X4 STUDS SPF STUD GRADE@ 24" O.C., SINGLE SHOE, SINGLE PLATE, NON-BEARING HEADERS OUTER AND INNER TOP PLATE TIED TOGETHER WITH 3/4"X10" OSB UPPER PLATE SUPPORTING ROOF, CEILING AND FLOOR· OUTER WALL LOAD BEARING, 2X4 STUDS SPF STUD GRADE@ 24" O.C., SINGLE SHOE SINGLE PLATE, LOAD BEARING HEADERS. INNER WALL BEARING, 2X4 STUDS SPF STUD GRADE@ 24" O.C., SINGLE SHOE, SINGLE PLATE, LOAD BEARING HEADERS OUTER AND INNER TOP PLATE TIED TOGETHER WITH 3/4"X10" OSB UPPER PLATE .. .. ... A. a • - D I ---FIRST FLOOR PLAN uennmon v1 ,erms -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". 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 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, LLC will be identified throuqhout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6/14/18 1,______ ----1 :1:.1:t1:ttit1'.1Jif~i:::·:·::1:!:::: vermoa P.O. Box 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: FIRST FLOOR PLAN SECOND FLOOR PLAN ! 3 OF 18 i SHEET: A1.1 18129 ,,,,,,,_, _______ ,,,,,,,,,,, ______________________________________________________________________________________________ _ <C >< 0 m ,a----------------------44'-0"---------------------- 2X6 #2 SPF RIM I 2X6 #2 SPF RIM If-----1"-101/4"i6'-5"--f!1 N FRAMING MATERIAL 2X6 SPF #2 FIRST FLOOR CEILING FRAMING PLAN SCALE: 3/16"=1'-0" <C >< 0 m 44'-0" L (2) 1 3/4"X11 718" X36'-0" LVL RIM WI LEDGER 10-~ 1a·__J ,-o·L, .• ~,.J, .... ----------23'-51/2"-----------... e 1rn 10n erms -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". 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" NO. DESCRIPTION 0 ORIGINAL PRINTING D BY DATE MJD 6/14118 @ RIM LVL LAYOUT DIAGRAM @ T JI JOIST SPAN TABLE @ CEILING JOIST SPAN TABLE @ LVL RIM FASTENING SCHEDULE @ TJI JOIST TO RIM FASTENING FIRST FLOOR FRAMING PLAN PROJECT DESCRIPTION: SHEET TITLE: HABITAT FOR HUMANITY 1ST FLOOR FRAMING P.O. B~x 566 2677 Route 5 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT. 05088 1ST CEILING FRAMING 4 OF 18 SHEET: A2.1 18129 ,------ Im Ix 10 Im I '---- m >< 0 m .. (!) z <( :c 0::: w 6 LL 0 0 0::: LL . 0 ~ w z ~ ::; ~ ~ .. i.-,-----------------------44'~011 -----------------------: ~·-----------------------44'-0"-----------------------: LINE OF ROOF HIGH OVERHANG I rm---1f1t --··f~I' I~ lj -F·l ,3 ,! _I ~ -JI ! "'1 , I -~09y -f!I I i n I I --II L 1t-1 " ·;.;:[(:·: I I ·-...... H ' '~il ' ! :c -.. _ ···n::,: ' 0 I I ' I K7 I I I I I f .· I I J-4'-o" I 4' O", I I 4'-o" I -14'-11/8" -!. _________ I I ____ -___ _JI_ -1-, 1 ' I I ® L-n--"Frl[~1 1Fi~ ' Ir . ............ ' L :i~ I, L,' .Jrl Lr I I ' l r :·· ····-·· ··ii ~ 1 1 . 1 ·· p I I 1 . ,--I ,/ I 111 I I I --4·-o" I 4·.o· I 4'-o" I 4'-o" Ii! 4'-o"-~--1 4'-o"_l ___ 3·_-10_7_ts"_+I __,, -----1-----1--1 I 11: -------1 I I ____ __J I ~ LINE OF ROOF LOW OVERHANG ~ ~:-----------------------44'-0"-----------------------· (9 z <( :c 0::: w 6 lL 0 0 0::: lL 0 w z ::; , .. N --- ----C:r'AI J:, ~/1fi"=1'-0" -----------------------44'-0"-----------------------41'. .. 11'-2 518" ----::---:----13'-10 1/4" ----------1, ... , ---8'-7112" --12'-0": . 8'-3 5/8" : --FLOOR ACCESS FOR SITE fK\.. CONNECTION OF K KITCHEN VENT BOX A TO ~ (2) 13/4"X11 7/8" LVL RIM W/ LEDGER_ BOX B . ··- (2) 1 3/4"X11 7/8" LVL RIM W/ LEDGER EACH BOX / K\ J FLOOR ACCESS FOR SITE A~ CONNECTION OF HVAC DUCTS BOX A TO BOX B 11·-2 5/8" : ~ 6'-313/16"----.n'-O" 1~ 5'-6 7/16" ,14 8'-7112"---M::: 2'-0" ·---8'-3 5/B" D I . --- 1 I', C, "=·1'_n11 SECOND FLOOR ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN 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 1x-Merilee or equal fascia. Continuous 8" aluminum drip edge Roofing 060 mil fully adhered EPDM, with manufacturers latex low VOC 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 2009 !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 112" gypsum glued and screwed 12" o.c. in the field and 6" o.c. along the edges. uennmon ui 1erms -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". 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 reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. NO. --- --- DESCRIPTION BY ------ ------HABITAT FOR HUMANITY SHEET TITLE: 2ND FLOOR FRAMING DATE ,,~,~ f~!(( --- --- PROJECT DESCRIPTION: -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 throuqhout this document as the "VM", or "VERMOD" 1 0 --- ORIGINAL PRINTING ------ MJD 6/14/18 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 LOWER ROOF FRAMING P.O. Box 566 2677 Route 5 Wilder VT. 05088 I 50F18 I SHEET: A2.2 18129 TYPICAL EXTERIOR WALL CONSTRUCTION FINISH SIDING PER PROJECT SPECIFICATION APPLIED PER MANUFACTURERS SPECIFICATIONS 7116" "ZIP" SHEATHINGM GLUED AND NAILED TO FRAMING ALL SEAMS TAPED WI "ZIP" TAPE OUTER WALL: 2X4 STUDS SPF STUD GRADE @ 24" O.C. SINGLE SHOE, SINGLE PLATE INNER WALL: 2X4 STUDS SPF STUD GRADE @24" O.C. (ALIGNED WI 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 7116" X 10" 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 MALT: 7116" FORCE FIELD SHEATHING WITH TAPE p !>-__ -~~-----i NOTES f?s CX) . c:, ...- Q 1---__ -~:~ ---' Si.;ALE: 1/4"=1'-0" ( 0 \ \ AS.O ) NOTES """---+,~="'~=========-· ==,=-·=--'4=1=~---1------~ ~~ -iA.~-------_,___H"-~=-----------f-~ -,- ,__, -11,),,;,,..,...-f .. --=-=-=======-=--.. j=-=·=· --: -t " ~ :;.'... ~ ... /F-K\ I BOX A I ( J \ /G-L\ CX) I O') Definmon Of Terms ~ \ A5.0 j \tg/ I<+++-------13'-8" -------H-t-111 (-~,, ; .. __ i l' ,-1 I -I r '·" .. ( 0 \ \ AS.O) rt'\~-~ \tg/ . . AssuiED GRADE FOUNDATION DESIGN, MATERIAL AND LABOR BY THE BUILDER B !1--___ -~:~ --1 SCALE: 1 /4"= 1'-0" I I I I I ! I -I SECTION II a \ I c 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 BATIS" R !,_ ___ -~:-~ ---i NOT USED SCALE: 1 lll"=1 '-o" SECOND FLOOR FRAMING Aa I\ I i.H-------12'-1 O" ---!+if.I--- ~<C (§)Cf) 1-Z en <e _....I 0 0.. -:, (9 oz ('I) -N::JE j::: ~ = LL ~w ...-w 0) Cf) w :::c ....I > ....I ~ ...- 0) X ~ ('I) ...- ~ ~ ('I) 0 ...-I C>? ...- 10' -----9'-8 3/4" ----l-llll-3'-11/4 10" ,_,_ I/ \ -~ lfl--------13'-8" ------- w w Cf) CEILING FRAMING . I\ ~ I 10· --t·...:::r:--9'-5 3/4"------3'e41/4' -- 0 ...-...... (§)c--i I-<:( Cf) en 0~ -:, ....I Nil.. ::j::I: (9 LLz 0..- Cf)::JE ~~ --v':"".-,:• ... · ·.---9'-8 3/4" ---- l ~ M ~ 1 ~ ('I) CX) . c:, ...- ~ lf--------13'-8" -------- NO. DESCRIPTION -Builder, The purchaser, who is the contractu~I purchase~ o: goods from. VW will provide exp~rienced p_rofessional contractors in .resp~nsib(e charge of the w~rk to connect and ~?m~lete .. modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. T~e. purchas_er will be 1dent1fied throughout this doc~_ment as the builder . All notes containing the term "by builder'' are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no respons1b11!ty, and should be reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. BY DATE -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 the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6114118 STAIRS: GENERAL *MIN.WIDTH ABOVE HANDRAIL 36" FINISH * MAX. HANDRAIL PROJECTION INTO STAIRWAY 4 1/2" * MIN. HEADROOM 6'-8" * RISER HEIGHT MAX. 8 1/4", TREAD DEPTH MIN. 9" * MEASURE RISE AND RUN EXCLUSIVE OF CARPETS, RUGS OR RUNNERS * TALLEST RISER MAX. 318" MORE THAN SHORTEST RISER * DEEPEST TREAD MAX.> 3/8" DEEPER THAN SHORTEST TREAD * MAX. 2% SLOPE ON TREADS AND LANDINGS * ENCLOSED ACCESSIBLE SPACE BELOW STAIRS REQ'S MIN. 1/2" GYPSUM NOSING & RISERS * NOSING PROJECTION MIN. 3/4", MAX. 1 114" * DEEPEST NOSING PROJECTION MAX. 318" MORE THAN SHORTEST * BEVELING OF NOSING MAX. 1/2", MAX. NOSING RADIUS 9/16" * RISERS VERTICAL OR SLOPED FROM TREAD ABOVE MAX. 30 DEG. FROM VERTICAL * OPEN RISER TREADS MUST PREVENT PASSAGE OF 4" SPHERE S --- 11-__ -_ -•• -. --l NOTES SCALE: 114"-1'-0" / I / / / / / 14------13'-10 3/4" ------ A~D FLR _ 1 _ r~: c .... r_ ~r =-T 4-EJl!lf-: _I L_! L_! L ~~ = j .,u it------~k10'-8 3/4'\j" y / 1 /G~O µf /1 , [Ir~~~// ' / -3'-11/2" /5':8"----3'-8"-~ 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 FITIING 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. 1112" 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. 1 1/4" • MAX. 2" DIAMETER * NON-ROUND TYPE I HANDRAILS PERIMETER 4"-6 1/4" * IF PERIMETER> 6 1/4", FINGER RECESS REQ'D. BOTH SIDES NOTES T I ---,__ -· SCALE: 114"-1'-0" 2ND FLR 0 -· 0) LANDING~ ~ 3'-11/4"" ,, ~ ...------'1,....DL1 -- ' LANDING ,,~ ~ @ II ·::: = =rj-;:= I -== = = i :r 1 ST FLR I i ...--,.;c.......I.,,...I ~I ~I =;,;I=· ~Ir=======,,r=- tI 1ST FLRf=!ll---~ CRAWLSPACE 0) ,2'-7 118"·:'. 3'-0 7/8" +I I I ~ ...- 0 . ~ co 0) . L _1--·~==~~-5_·_-8_ .. ~~~:-~+: l SLOPED WALL ~ 3'-10 3/8" -;j T 2X6 _.L -ti="'==~='lJ LOWER LANDING -- CRAWLSPACE .. ~ ...- CX) ~(§) ...- NU) -• 0::: co w N~ -;:: t-- ,. " ---7'-6" -----. ~ 10TREAD@9" =--r-:1 __s-! STRINGER A T b • ct) ~ 3'-2 1 /8" -.i L U========c===iJ UPPER LANDING E SCALE: 11.11"=1 '-0" UPPER LANDING SITE BUil T BY BUILDER STAIR SECTION PROJECT DESCRIPTION: SHEET TITLE: ..... -... .._ ...... ,,ii~i~.a HABITAT FOR HUMANITY TYPICAL SECTION P.O. Box 566 2677 Route 5 Whder VT. 05088 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 STAIR DETAILS ' I 6 OF 18 j SHEET: A3.1 18129 -------------------~-~--~---~-----------------------------------·~------~----~~~------------- - ~ ~ -I------~------------------~------------------------------------------1 - 1----r::::============:="l--·-····-······-·······----· .......... __ ~----, 7\ ·-----------------------------------/ "---...._ ··-·· ····-~-----------··----···-··-······· ------····· I \ --·------ r 3.0 \ -·\CVR; / V ""- ---·---, ""-~ ,/ -......,_, / -......,_, / 1---------------------·------·--------------·----------------.. --------------· I--------------··-------------------------------------------------------------·- 1-----,,,,,--=.,,-------------·-------------··,-,=·---=·=--=· =-=---=---==,····,----------·.-------,----,=======~------- /\ --------------------·--Fr==~='=':il I·---·----< /\ -·-------------------------------- ' I \ I \ ====·~~===---------·----========--=======~~~==---1---------------· ---------------------------------------- ---------------------·-------- ~--·------------------·-------·-----·---------------·-- 1-----------------·--------.. ------------·---------------- -------------~---·I r 3.7' D~-.E: -D ,ID] I_ ..... -....... _ .. _______________ ,, ___ .... ----··---_--·_--·---·-_-.. _ -----~= -"" ----·-----.. --------------·-·-----· .. ·--------·--------............... ____ ........ -------·--···---·-----·-..... _ ...... --------------------------·-----.. ·--.... -------------·-----···----·--···· \...CVR.,) ·----.... --·---.. ---·-···------·-----.. ·----------· ............ -.. ---·--·---·-------·-.. -------·-----··---·---.. I 1 ALL CRAWL SPACE/ FOUNDATION STRUCTURAL DESIGN, MATERIALS AND LABOR BY THE BUILDER EXCEPT AS NOTED ON THE JOB ORDER SPECIFICATION I I FRONT ELEVATION I DESIGN, MATERIAL AND LABOR FOR ALL EXTERIOR DECKS, STEPS TO GRADE, ROOFS AND RAILINGS DOOR ARE BY THE BUILDER AT SITE lllillliillllilllii 11 ilHll!till illiiillillll lilliilliii Iii! liilllli!lllil lill llll!il ll lllliilll, i,ilili Ii! lll!i ii I ELEVATION NOTES 1. ELEVATIONS AS SHOWN ARE PROJECT SPECIFIC. SIDING, ROOFING, DECKS, PORCHES, ETC. MAY DIFFER FROM STANDARD MODELS. REFER TO CONTRACT AND SPECIFICATION SHEET FOR DETAILS. 2. THE FOLLOWING ITEMS ARE TO BE SUPPLIED BY THE BUILDER AND ARE SUBJECT TO LOCAL INSPECTION. A. EXCAVATION & GRADING, DRIVEWAY, WELL, ETC. B. CONCRETE, FOUNDATION COATING, SILL PLATE(S), AND SILL SEAL C. DECKS, PORCHES, AND EXTERIOR STAIRS UNLESS OTHERWISE NOTED. D. EXTERIOR RAILINGS OR GUARDS WHERE REQUIRED. E. GUTIERS AND DOWNSPOUTS WHERE REQUIRED. F. TRUSSES, ROOFING, ETC. FOR HOME, GARAGE, OUTBUILDINGS, ETC. UNLESS SPECIFIED OTHERWISE IN THE CONTRACT. 3. THE FOLLOWING ITEMS ARE SUPPLIED AND INSTALLED BY VER MOD AT TIME OF HOME SET, IF APPLICABLE. A. LALLY COLUMNS B. BALANCE OF SIDING NOT INSTALLED AT FACTORY. C. SIDING, EXTERIOR DOOR, WINDOWS, TRIM, ETC. FOR GARAGES OR OTHER OUTBUILDINGS AS DETERMINED BY CONTRACT. TYPICAL SIDING SCHEDULE SIDING DBL4 STANDING 1X8 CHANNEL 1 xa SHIP SEAM RUSTIC PINE LAP PINE TYPE VINYL METAL WOOD WOOD EXPOSURE 8" HOR. VARIES 7-314" 6-314" CORNER WHITE WHITE PINE-PINE- BOARDS VINYL VINYL SMOOTH SMOOTH SIDES EXP. SIDES EXP. TRIM MIRATEC MIRATEC PINE-PINE- SMOOTH SMOOTH SIDES EXP. SIDES EXP. NOTES STANDARD OPTIONAL OPTIONAL OPTIONAL NOTE: WOOD SIDING IS PRE-FINISHED WITH A SEMI-TRANSPARENT STAIN SEE CONTRACT SPECIFICATION FOR SIDING REQUIRED I I ----------------·-·-······----··-·-·····------- ·1···· I i I I I I I I LEFT ELEVATION REAR ELEVATION Definition Of Terms -Builder, The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in resP.onsible ch~m~ of the work to connect and complete modular components at site, including but not limited to building, mechanical, electrical, plumbing, and site work. The p~a1ilM11~~lj!fer'i\!rrfcl-tHrotlgncl'uilttil~MFS the "builder". 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 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, LLC will be identified lhrouqhout this document as the "VM", or "VERMOD" NO. DESCRIPTION 0 ORIGINAL PRINTING ' EXTERIOR PORCH AND DECK MATERIALS AND LABOR BY THE BUILDER AT SITE BY DATE MJD 6/14/18 ~·A~:,;,;. ""'' ~!Fl!l~H~d P.O. Box 566 2677 Route 5 Wilder VT. 05088 =----~r:lr--- ·-·· ____ · _--~~-~---: .. ---------------------,==·-====: "-"-::-_-_-_·······. ------_/ i-==-~ ,,-,-.. ________ .. RIGHT ELEVATION PROJECT DESCRIPTION: SHEET TITLE: HABITAT FOR HUMANITY ELEVATIONS LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 7 OF 18 SHEET: A4.1 18129 SUMMARY OF USE FOR FASTENERS FOR FRAMING 1 ,-------------,--------------------------·-·--·- NUMBER, OR SPACING, OF FASTENERS REQUIRED PER CONNECTION JOIST TO RIM JOIST _ _J LEDGER STRIP TO RIM I JOISffisi[L 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 PARALLEL RAFTER --COLLARTIE TO R-A-FT_E_R---1 NAIL LENGTHS ARE MINIMUM, NOMINAL LENGTHS, IN INCHES NAIL SHANK DIAMETERS ARE MINIMUM,NOMINAL DIAMETERS, IN INCHES JACK RAFTER TO HIP, TOE ____ NAILED JACK RAFTER TO''H""IP", F"'A"C.=-E-+:"·;,''·"'ct:c.'·c'.,cc·ll---o.----l·''"r~""+.ce 7 ''·''-l---.-1c.-.. ~f"-~'-l--:7ec--l--,-,,"·c"··0+"·-c7,~·--'-c.l--~·,·c;c,.:..1 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 I STUD TOP~;EoR SOLE h (TOE NAILED) __ _ P/TOP PLATE LAPS . 1 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 Definition Of Terms COMMON NAIL INFORMATION PENNY LENGTH DIAMETER VERMOD REFERENCE CODE: F3,F6 & FB 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. WEIGHT (in inches) (in inches) 6d 8d 10d 12d 16d 20d 6d 8d 10d 12d 16d 20d Bri ht. common wire nails 2 0.113 21/2 0.131 3 0.148 3 1/4 0.148 31/2 0.162 4 0.192 Deformed Shank Nails m 2 0.120 21/2 0.120 3 0.135 31/4 0.135 31/2 0.148 4 0.177 {1} A deformed shank nail shall have either a helical NIA -FASTENERS NOT APPLICABLE TO CONNECTION 1 This fastening schedule applies to framing members having an actual thickness of 1 112" (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") ( screw) shank or an annular (ring) shank 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: SPAN NOMINAL RATING PANEL THICKNESS 2 (inches) 160.c. 19/32 518 200.c. 19/32. 5/8 240.c. 23/32. 3/4 240.c. 7/8 32 o.c. 7/8, 1 48 o.c. 1 1/8, 1 1/4 -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. FLOOR SPAN FASTENING 1 GLUED AND NAILED s NAILED ONLY Maximum nail spacing Maximum nail spacing Nail size (inches) Nail size (inches) and type, Supported Intermediate and type, Supported Intermediate panel edges supports panel edges supports -·-.. ··--- 6d --6d -- deformed 12 -deformed -- shank 4 - - shank 4 -- Bd -12 Bd -12 deformed --deformed -- shank 4 6 -shank 4 6 - Bd - - Bd -- deformed (7) deformed (7) shank4,s shank 4.s 1. Fastening guidelines assume application of standard uniform loads. For heavy traffic, concentrated loads, or other special conditions, construction in excess of minimums shown may be required. 2. Panels of a given thickness may be produced in multiple span ratings. Panels with a span rating greater than a given joist spacing may be substituted for panels of the same thickness whose span rating matches the joist spacing. For example, 19/32-inch thick, 20 o.c. rated FLOOR SPAN may be used over joists spaced at 16 or 20 inches on center. 19/32-inch thick, 16 o.c. FLOOR SPAN may be used over joists spaced at 16 inches on center. 3. Other code approved fasteners may be used. 4. If deformed shank nails are not available, common nails providing equal or greater withdrawal and lateral resistance may be substituted. 5. If supports are well seasoned, 10d common nails may be substituted to attach 11/8-inch thick FLOOR SPAN panels. 6. Adhesives must be applied according to manufactures recommendations and must conform to ASTM D3498 (Specification AFG-01 ). Use solvent based glues for OSB with sealed surfaces and edges -check with specific panel manufacturers. 7. For supports spaced 48-inches on center, space nails a maximum of 6 inches. NO. DESCRIPTION -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". 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 reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. BY DATE -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 throu hout this document as the "VM", or "VERMOD" ' 0 ORIGINAL PRINTING MJD 6/14/18 ; EAVE RIM EAVE RIM ~ EAVE RIM EAVE RIM ............... -----···· i.--------------44'-0"--------------· 14~---····--·---------------···-·--44'-0" ·-------·--·-···---------• ALL RIMS ARE (2) LAYERS OF 1 3/4" X 11 7/8" LVL T ALTERNATE JOINTS IN SAME RIM -----.... LVL RIM CUTIING DIAGRAM MAX. BOX WIDTH EXT. JOIST LENGTH RIM 2X2LEDGER MAX. CLEAR SPAN NOTES: 0.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 91/2" TJI 230 JOIST@40 PSF LIVE LOAD ~ MARRIAGE 2X2LEDGER _) RIM MAX. SPAN / BOX ~IDTH 9 112" T JI 230 JOIST MAX. SPAN @ 40 PSF LL LIMITED TO U480 Dead Load 10 nof 10 osf 10 osf 10 nsf o.c. Snacina 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Max. Clear Snan 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 Wosf .. · 20 osf Max. Clear Snan 18'-3" 16'-8" 15'-9" .; ' 14'-8" Max. Box Width 18'-10" 17'-3" 16'-4" .•., · 15'-3" LIMITED TO L/360. BOX WIDTH MAY BE EQUAL TO OR LESS THAN THE MAX. DIMENSIONS. SEE PRODUCTION PLANS FOR ACTUAL BOX WIDTH DIMENSIONS O '-------TYPICAL FLOOR SECTION 9 1/2" T JI 230 MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS JOIST FRAMING 14-----------lMAX. BOX WIDTH1-----------11 EXT. RIM __ ..... ~~===============64,!!l!bc==~ MARRIAGE I 14---+---------IMAX. CLEARSPANi--------1---J!IIII I / RIM -~~----------jJOIST LENGTHi-----------"'-tl. / 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 !RC TABLE R301.4 LIMITED TO L/240. BOX WIDTH MAY BE EQUAL TO OR LESS THAN THE MAX. DIMENSIONS. STACKED BOX CEILING JOIST 2X6 CEILING JOIST: 15'-2" CLEAR SPAN 16'-0" MAX.BOX WIDTH Dead Load 9 nsf 8 osf 8 nsf 8 nsf o.c. Snacinn 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Min. Snecies/Grd. SPF#3 SPF#3 SPF#3 SPF#2 Min. Snecies/Grd. SPFs#3 SPFs#3 SPFs#3 NIA SEE PRODUCTION PLANS FOR ACTUAL BOX WIDTH DIMENSIONS J MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS 1---L.....---'---- TYPICAL CEILING SECTION 2X6 FRAMING (STACKED MOD BOXES) @1----I RIM 1 RIM2 @,-~ ri:..-1-~T--- 2X2 LEDGER L@ ._ RIM MEMBER ~~ $--RIM MEMBER ~2" ! 2" 'M'~ CD RIM BUTT JOINT RIM END A 2X2 LEDGER TO RIM 1 4 1 Od* BELOW EACH T JI H RIM TO RIM END OF BEAM 4 3 1/2" GRK SCREWS B T JI BOTTOM CHORD TO LEDGER i 1 10d* EACH SIDE OF WEB I RIM TO RIM EA. SIDE OF BUTT JT (4) 3 1/2" GRK SCREWS EACH C RIM 1 TOT JI TOP CHORD ' 1 1 Od* EACH SIDE OF WEB SIDE OF JOINT D-t--;R"'IMic2~Ti','Osi'R~IM-;-,1~CC..:.::.'-=-. ____ +-_j:+.a21-a) R:a:;O;;.;W~S"-';-10~d:i'* @~. 7,12.;;." ;_.o.',;-c.=--+-J,..+=R1""'M--=-2-=TO~Rl~M~1 =(IN~F=IE~L~D)---1--'(2'.'.'c":) ROWS 3 1/2"-GR_K_S-CR-EWS E SHEATHING TO RIM i 6d* DEF. SHNK. 6" O.C. @16" O.C. F SHEATHING TO RIM 1 ! 6d' DEF. SHNK. 6" O.C. G SHEATHINGEDGETOTJI I 6d'DEF.SHNK.@y<).C, ----·-- , SHEATHING····FIELD TOT Jr 6d* DEF. SHNK. ff' O.C. , __ _ ' PENNY NAIL SIZE OR PNEUMATIC EQUAL T JI JOIST TO RIM FASTENING PROJECT DESCRIPTION: RIM FASTENING ENDS AND BUTT JOINTS SHEET TITLE: iiti~i:l~ti::::::. ·vermoa HABITAT FOR HUMANITY FASTENING SCHEDULE P.O. B?X 566 2677 Route 5 LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT. 05088 8 OF 18 SHEET: A5.0 18129 ----··· -------------------- X : ~ .. /IX I 111 I'• 1111 : V'' u -- .-sirs PANEL RIM SIPS ROOF PANEL STANdARD ~ -------- OPT. ~ 101, : -,,_ ~ XS-\__ 5/8" GYPSUM /// ~ 3/4"X10"_o_ss __ J /~ ~~~iEOAM PLATE •· 2X4 TOP PLATE ~ ~ 5/8" GYPSUM 7/16" 'ZIP' SHEATHING -) ,(' 2X4 STUDS @ 24" O.C. p ... A5-~.10.0 SCALE: 1"=1'·0" TYPICAL SIPS PANEL, EAVE ROOF/ CEILING RIM ~10"-.i -- 2X4 STUDS @ 24" O.C. -~ 7116" 'ZIP' SHEATHING --1 ~ 2X4 SOLE PLATE ~ ~ ':.I ... ~---518" GYPSUM i--3/4"T&G \ STURDI l FLOOR .;. x ,.(2) 1 3/4"X11 7/8" g LVLRIM D k~~ ·-II "' 9 1/2" TJI 230 JOIST@ 19.2" I 0 ~ 1-i<s/'-..::--::a-',,1-------'--'--",>(-L""_-\--\--\_ INSULATION \l BAFFLE K __ Ai4~:10.0 SCALE: 1"=1'-0" 6 llJ D 0 7/16" 'ZIP' SHEATHING -2X2LEDGER TYPICAL EAVE RIM UPPER BOX ;---2X6 SEAT I // """>--< I .._,.-/ INSULATION BAFFLE If X 2X6 Jo,r@ 16" o.c. ":a:>' _/ ~ 3/4"X10" 088 1 / PLATE ' / 'Ii/' =:i ~ . ! \ 5/8" GYPSUM ~7/16"X10" OSB PLATE 2X4 TOP PLATE __/ .. :---5/8" GYPSUM 7/16" 'ZIP' SHEATHING -I .-~ -i---t-1':,,-'-H-2X4 STUDS@24" O.C. F Ai50.10.0 TYPICAL EAVE CEILING RIM SCALE: 1"=1'-0" ~10"-.i -- 2X4 STUDS @ 24" O.C. --~ 7/16" 'ZIP' SHEATHING -I 2X4 SOLE PLATE ~ \~ ~ 'A 1t-;---5/8" GYPSUM 3/4" T&G I STURDI ~ "'--~ 1 FLOOR 91/2" TJI 230 JOIST@ 19.2" " ,, x (2) 1 3/4"X11 7/8" g LVL RIM - § l-l<s::--;:__-3>!-----l-J..-I r ~ L7116"'ZIP' SHEATHING er:: Cl ...J llJ " i:;:i 7 V A ... Ai4-~.10.0 SCALE: 1 "=1 '·0" Definition OfTerms ~2X2LEDGER TYPICAL EAVE RIM IX 1111 , , , : I,,/ XI.<: f:,I : :r'\ .. :~---SIPS PANEL RAFTER ' V LI SIPS ROOF PANEL STAN~ARD ~ - OPT. 10' --1~1'.';~('.J;;;=~=;;;:~~===== 711~ \_ SB'GYPSUM / 2X4 0 ~0P 1 PLATE __} r~ ~ 5/8" GYPSUM 7/16 ZIP SHEATHING -I 10,, ~I =-2X4STUDS@24"0.C. -- Q -· I ~~.10.0 TYPICAL SIPS PANEL,END WALL -~----;ROOF/ CEILING RIM SCALE: 1"=1'-0" ~--10"--I 2X4 STUDS @24" O.C. -\"'--. . "--" 7/16" 'ZIP' SHEATHING -I •----5/8" GYPSUM 314" T&G I STURDI 2X4 SOLE PLATE ,,, >< ,.RIGID g INSULATION D 0 :a /'-.. J 1 1 FLOOR 4lJ 91/2" TJI 230 JOIST@ 19.2" O.C. l r L_7/16" 'ZIP' SHEATHING L Ii 42.10.0 TYPICAL END WALL RIM UPPER BOX SCALE: 1"=1'-0" 3/4"X10" OSB PLATE 2X4 TOP PLATE ______; 7/16" 'ZIP' SHEATHING --1 G Ii 50.10.0 SCALE: "=1 '-0" /2X6SEAT • I -· M 2X6 JOIST@ ~6" O.C. l~l~ . ' ~ 5/8" GYPSUM I I ~7/16"X10" OSB PLATE f"--.. ~----5/8" GYPSUM • ~ · 2X4 STUDS @24" O.C. ~10"-~ TYPICAL END WALL CEILING RIM :~-10"~ i_ r--- 2X4 STUDS @ 24" O.C. -··1'-"--~ 11---5/8" GYPSUM 314" T&G I STURDI 7/16" 'ZIP' SHEATHING -~ 2X4 SOLE PLATE " X 0 Ill Cl 0 :a /'-.. er:: Cl ...J Ill "" ~ RIGID INSULATION SCALE: 1 "= 1'-0" - 1 FLOOR .J l..,:,.l 1 9 1/2" TJI 230 JOIST@ 19.2" O.C. r~ L---7/16" 'ZIP' SHEATHING TYPICAL END WALL RIM -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". 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 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, LLC will be identified throuahout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6/14/18 IX : ~ : :·; /IX ._ I 'A 1111 ,y -------- ~ u ~--SIPS PANEL RIM ~~+D J111': ----_s:sR~O~PANEL _;)><._ 'p T / ."--5/8" GYPSUM 3/4"X10" ./ ~-RIGID FOAM PLATE / / · WEDGE 2X4 TOP PLATE ____}/ .,__"--' 5/8" GYPSUM ' ' 7116" 'ZIP' SHEATHING -I ~. -2X4 STUDS @24" O.C. S I M70.10.0 TYPICAL SIPS PANEL, PEAK, ROOF/ '-s-cA-LE~/ ;-:~-1·-0-;:·-___, CEILING I lililii1!lt'!'.i ' vermoa P.O. B~x 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: TYPICAL FRAMING DETAILS ! 9 OF 18 I SHEET: AS.1 18129 'ZIP' TAPE SEAM 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING 5/8" GYPSUM GLUED & SCREWED TO FRAMING ~tt--TOP PLATES GLUED & NAILED TO CEILING FRAMING 'ZIP' TAPE SEAM BEADS OF ADHESIVE SEALANT 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING 518" GYPSUM GLUED &SCREWED TO FRAMING ,,.,._.,>--TOP PLATES GLUED & NAILED TO CEILING FRAMING p >--C?_0._00_.o_,TYP. THERMAL ENVELOPE SIPS PANEL, Q ... K7_~_.oo.o TYP. THERMAL ENVELOPE SIPS PANEL, ~s=cA=LE:-'-c: 1,,...,,=1=,.0,,..., --;EAVE RIM @ ROOF/ CEILING SCALE: 1,,=1,_0,, END WALL RIM @ ROOF/ CEILING 'ZIP' TAPE ALL ~--R 43 FIBERGLASS 'ZIP' TAPE ALL R 43 FIBERGLASS HORIZONTAL & =~.,..,...,...,..,..,..,... DENSE PACK HORIZONTAL & DENSE PACK VERTICAL SEAMS INSULATION VERTICAL SEAMS INSULATION 'ZIP' SHEATHING GLUED & NAILED TO FRAMING 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING C50.00.0 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING Definition OfTerms 5/8" GYPSUM GLUED &SCREWED TO FRAMING .,,-SOLE PLATES GLUED & NAILED TO FLOOR --R 40 FIBERGLASS DENSE PACK INSULATION INSULATION BAFFLE TYPICAL THERMAL ENVELOPE EAVE RIM @ UPPER FLOOR 2X6 SEAT /F PERIMETER FIBERGLASS DENSE PACK INSULATION INSULATION BAFFLE \ 5/8" GYPSUM GLUED &SCREWED TO FRAMING __ ._..,_ TOP PLATES GLUED & NAILED TO CEILING FRAMING TYPICAL THERMAL ENVELOPE EAVE RIM @ CEILING ,------------------------------R 43 FIBERGLASS ~~·-··""·'---~ DENSE PACK INSULATION 5/8" GYPSUM GLUED &SCREWED TO FRAMING 'ZIP' SHEATHING GLUED & NAILED TO FRAMING RIGID FOAM INS. Ki42.00.0 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING G K50.00.0 1-------------j SCALE: 1"=1'-0" 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING SOLE PLATES GLUED & NAILED TO FLOOR RIGID FOAM INS. -~--L 'ZIP'TAPE ALL SEAMS 'ZIP' TAPE SEAMS TYPICAL THERMAL ENVELOPE EAVE RIM@FLOOR 518" GYPSUM GLUED &SCREWED TO FRAMING .,s1-~·""c·1---1-SOLE PLATES GLUED & NAILED TO FLOOR '----INSULATION BAFFLE TYPICAL THERMAL ENVELOPE END WALL RIM @ FLOOR --PERIMETER FIBERGLASS DENSE PACK INSULATION INSULATION BAFFLE 5/8" GYPSUM GLUED &SCREWED TO FRAMING -'~f---TOP PLATES GLUED & NAILED TO CEILING FRAMING TYPICAL THERMAL ENVELOPE END WALL RIM @ CEILING ,.---R 43 FIBERGLASS DENSE PACK INSULATION 518" GYPSUM GLUED &SCREWED TO FRAMING t. __ 'ZIP'TAPE ALL SEAMS TYPICAL THERMAL ENVELOPE END WALL RIM @ FLOOR -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". 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" -------------------------------------- NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6/14/18 'ZIP' TAPE SEAM BEADS OF ADHESIVE SEALANT 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING s 070.00.0 SCALE: 1"=1'-0" 5/8" GYPSUM GLUED &SCREWED TO FRAMING -·--TOP PLATES GLUED & NAILED TO CEILING FRAMING TYPICAL THERMAL ENVELOPE SIPS PANEL, EAVE RIM @ ROOF/ CEILING PROJECT DESCRIPTION: HABITAT FOR HUMANITY P.O. Bpx 566 2677 Route 5 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT. 05088 SHEET TITLE: INSULATION SCHEDULE * FLOORS: OVER UNCONDITIONED SPACE, DECK FULL 9-1/2" (R-40) DENSE PACKED FIBERGLASS * FLOORS: OVER CONDITIONED SPACE, DECK PERIMETER 9-1/2" (R-40) DENSE PACKED FIBERGLASS *CEILING/ ROOF: 12" (R-60) STRUCTURAL INSULATED PANEL (SIP) * EXTERIOR WALLS: 10" (R-43) DENSE PACKED FIBERGLASS * MECHANICAL ROOM: 3-1/2" (R14) • 5-112" (R-23) MINERAL WOOL 110 OF 18 I TYPICAL THERMAL SHEET: ENVELOPE DETAILS A5.1T 18129 ---------------------------- SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION (/) w oc <( >: ~-:c ....I -' ~ (/) w oc ~ i- \_ !NINER DOOR HOR. tOR HOR. PER SCH i'o II ci ci rr: rr: a:: a:: 0 0 0 0 Cl Cl OUTER JACKS: R.O. HT. -1112" INNER JACKS: R.O. HT. + 3 112" OUTER HEADER: R.O. WIDTH+ 3" INNER HEADER: R.O. WIDTH+ 10" K ~93~~0.0 TYPICAL WALL SECTION AT DOOR SCALE: 1/2"=1'-0" SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION SB 3/4"X10" 0 TOP PLAT E 7116" ZIP SHTG. "' . ..---· Cf) w oc ~ ~ :c -' -' ~ . ' .~ ·~ CEILING SYSTEM . 'f_ \ -·L \ 5/8"GYP. \ l,x, TOP PLT. ;, 5/8"GYP. l/ r / ~- 2X4 SOLE PLATES FLOOR SYSTEM --~ A A93.10.0 TYPICAL EXTERIOR WALL FRAMING s E· --2,,= .~--.. SECTION Definition Of Terms ~RVl'ALL\~RWALL OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING (N) 2X4 CRIPPLES \ <f TOP PLATE \I 2X4 INNER HEADER UNLESS OTHERWISE NOTED . LO + ci rr: a:: 0 0 --2X4 KING STUDS --Cl 2X4 OLE PLATE \Q> OUTER JACKS: R.O. HT. -11/2" INNER JACKS: R.O. HT. + 3 1/2" OUTER HEADER: R.O. WIDTH + 3" INNER HEADER: R.O. WIDTH+ 10" SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION WINDOW HDR. PER SCH. JACK LENGTH: HEAD HT. -1" LOWER CRIPPLES: HEAD HT. -(R.O. HT.+ 3 112") HEADERS: R.O. WIDTH + 4" SILLS: R.O. WIDTH+ 1" (/) w oc ~ ~ :c -' ....I ~ SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION CEILING SYSTEM I ~ ' i \__ 5/B"G yp DER @24" 2X4 LAD BLOCKS @ 24"/ o.c.----\ 518" GYP FLOOR SYSTEM -i ;· I / ~ ' ,. :.I .. b c-'.., . ,. N _, N I M ~94:_~5.o TYPICAL BLOCKING FOR WALL INTERSECTIONS SCALE: 1/2"=1'-0" OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING @ 0 -2X41NNER 2X4 CRIPPLES \ TOP PLATE--1 \ OTHERWISE NOTED / HEADER UNLESS " j l112"X10" HEADER BUCK I ~ OUTER HEADER PER SCHEDULE ' ,.. 1--2X4 JACK STUDS --1 ~ :i:_ Cl J'l-ll-l--1---u) ;,' :c ~ -2X4 KING STUDS ->--II 4·-1/2"X10" WINDOW BUCKS · ----::;,• 2X4 SILL -~~L7' 2X4 CRIPPLES -f--) 11 11 I ® 2X4 SOLE PLATE _/~ (s) JACK LENGTH: HEAD HT. -1" LOWER CRIPPLES: HEAD HT. -(R.O. HT. + 3 112") HEADERS: R.O. WIDTH+ 4" SILLS: R.O. WIDTH+ 1" NO. DESCRIPTION BY DATE -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". 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6/14/18 -5/8" GYPSUM ,.-,-,-MTL. GYPSUM CLIP 5/8" GYPSUM '----7/16" ZIP SHEATHING ,.__ _____ BOX LENGTH (72' MAX.) s A90.10.0 SCALE: 1"=1'-0" TYPICAL EXTERIOR WALL CORNER T >-=~---__ --< HEADER EXTERIOR DOOR UNIT SCALE: 11/2"=1'-0" 4--+----+ll---DENSE PACK INSULATION 1112" POLY ISO. RIGID INSUL FINISH CASING TYPICAL EXTERIOR DOOR HEAD DETAIL ---5/8" GYPSUM--------·- 11/2" POLY ISO. RIGID INSUL --- EXTERIOR DOOR UNIT_) SCALE: 11/2"=1'-0" DOOR UNIT KICK BOARD SCALE: 11/2"=1'-0" TYPICAL EXTERIOR DOOR JAMB DETAIL -FLOOR SHTG. LVL RIM JOISTS ~---FLOOR SYSTEM l;------- TYPICAL EXTERIOR DOOR SILL PROJECT DESCRIPTION: SCALE: 11/2"=1'-0" WINDOW WITH INTEGRATED 1/2" SHEATHING BUCK ----FINISH CASING l EXTENSION JAMB NAILING FLANGE _ ____. SCALE: 11/2"=1'-0" EXTENSION JAMB WINDOW WITH INTEGRATED TYPICAL WINDOW HEAD DETAIL FINISH CASING DENSE PACK INSULATION 5/8" GYPSUM NAILING FLANGE~-1 SCALE: 1 1/2"=1 '-0" WINDOW WITH INTEGRATED NAILING FLANGE SCALE: 11/2"=1'-0" 1/2" SHEATHING BUCK TYPICAL WINDOW JAMB DETAIL FINISH CASING -518" GYPSUM ,._~ --10"---"' I TYPICAL WINDOW SILL DETAIL SHEET TITLE: 11 (:;i ........ . Vie•··r·rff(Ja HABITAT FOR HUMANITY EXTERIOR WALL DETAILS P.O. Box 566 2677 Route 5 Wilder VT. 05088 LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 ___________________________________________________________________________________________ ,_ ______ _ I 11 OF 18 I SHEET: AS.2 18129 BEDROOM 2 BEDROOM \\ Ii \ ' ·~, I ' --- FLOOR ACCESS FOR SITE CONNECTION OF HVAC DUCTS BOX A TO BOX B LIVING/DINING RISERS TO 2NDFLOOR 6"8 BEDROOM3 KITCHEN SOFFIT e 1rn 10n erms NO. DESCRIPTION BY DATE -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''. 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6/14/18 N SECOND FLOOR HVAC THE MECHANICAL SYSTEM PROVIDED BY VERMOD IS FOR THE LIVING SPACE OF THE 2 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/AIR INFILTRATION COULD RESULT. 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 BY BUILDER 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 ALCOVE SUPPLY ~<-,S so~ '5,.,S~ \J..:::,v LAV RETURN ~ 0 BEDROOOM 12 SITE CONNECTION BOX A TO BOX B MATERIAL AND LABOR BY THE BUILDER BEDROOOM 3 SUPPLY KITCHEN RETURN 6" ROUND DUCTS TYPICAL SCALE: 3116"=1'-0" BEDROOOM LAV 1 SUPPL y RETURN FIRST FLOOR HVAC liiri~~iz,i': VeYmod P.O. B~x 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST FLOOR AND 2ND FLOOR MECHANICAL PLANS ! 12 OF 18 ! SHEET: M0.1 18129 GENERAL NOTES 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. VERMOD TO SUPPLY A 3 WIRE FROM MODULAR COMPONENT DETECTORS 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 AT 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 LOCATED IN BASEMENT BY THE BUILDER 8. THE BUILDER IS RESPONSIBLE TO COMPLETE BALANCE OF WIRING AND INSTALLATIONS NOT COMPLETED BY FACTORY. 9. WIRING13ETWEEN MODULES COMPLETED BY BUILDER. 10. GFI RECEPTACLES ARE LOCATED AT EXTERIOR RECEPTACLE(s). 11. CABLE IS TYPE NM-B. 12. INSULATED STAPLES USED FOR ALL WIRE SUPPORT PER NEC. 13. ALL LAMPS IN PERMANENT FIXTURES ARE HIGH EFFICACY LAMPS 14. CLOTHES CLOSET LIGHTS CONFORM TO CURRENT EDITION OF THE NEC 15. TAMPER-RESISTANT RECEPTACLES USED PER NEC 406 16.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 I OR SPECIFIED IN THE PRICING OR ORDER ANALYSIS IS THE RESPONSIBILITY OF THE BUILDER 19. BUILDER TO COORDINATE ALL REQUIRED INSPECTIONS AND TEST REQUIRED BY THE LOCAL BUILDING DEPARTMENT. LEGEND ~. = SINGLE POLE SWITCH 4 = 3 WAY SWITCH -Eflf! = 4 WAY SWITCH Ji = WEATHERPROOF SWITCH I [:>i 1 = TELEPHONE JACK [:>i, = CAT5 E CSE Ii ,, [:>i i = CA T5 E w/TV csrrv I E}-1 = TELEVISION @) cc 1 = CO DETECTOR @) sq = SMOKE DETECTOR 8 ~,' = COMBINATION CARBON CO ~ & SMOKE DETECTOR = DUPLEX RECEPTACLE = WEATHERPROOF RECEPTACLE = GFCI RECEPTACLE = CLOTHS WASHER = CLOTHS DRYER = DISHWASHER =RANGE =MICRO/ RH COMBO = ELECTRICAL PANEL @ = 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 BOXA 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 =CONDENSER BOX A CB =CONDENSER BOX B FR =FLOOR RECEPTACLE SUGGESTED PANEL LAYOUT JOB NUMBER: 18129 SIZE: 200A (40 CIRCUIT) DESCRIPTION DIRECTORY K1 REFRIGERATOR L OUTLETS 1 20A KITCHEN ARC GFI 2 20A ARC LIVING 3 K2 COUNTER OUTLETS 4 SO SERVICE OUTLET 20A KITCHEN ARC GFI 20A GFI rm CONDENSER 5 K3 COUNTER OUTLETS 6 BR1 OUTLETS 20A KITCHEN ARC GFI 15AARf' ccnmA.1 7 OW DISHWASHER 8 D OUTLETS ~ 20A ARC GFI _______ __ 20AARC DINING I -~l~o~W ~~~ :~GE HOOD 1 O ~~~iARC ~~1~~~ _ 11 I B BATH 1st FLR 12 BR3 OUTLETS 2nA GFI BREAKER 15A ARC B.ED=R=M_-~3----1 131 B BATH 2nd FLR 14 W CLOTHES WASHER ' 20A GFI BREAKER ?nA GFCI cocAvco 151 LB GEN LIGHTING 16 LB GEN LIGHTING 1i;A BOX A 15A BOX B C 17 D CLOTHES DRYER / 18 R RANGE 30A BREAKER ( 40A 19 ~20 C A CONDENSER A ER CERV :: 2 0A BOX A :: ~~~ERVED FOR SOLAR CIRCUIT C 25 WH 30A 27 29 31 33 35 37 391 WATER HEATER 26 BREAKER 28 30 32 34 36 38 40 . RESERVED FOR SOLAR CIRCUIT BOX TO BOX HARNESS DIAGRAM BOXB -' ) ~ ;__rBOX B HARNESS COILED '----z?.~-F,1---:0,L,,,._/ _ _____, TO BE FEED TO SERVICE rer 11// PANEL IN BOX A I I ~ SERVICE PANEL----• BOX A v-c .... ~STAIR LIGHT/SWITCH I ~ 1 WIRE COILED TO BE SITE I ) ~~ CONNECTED BY BUILDER I I t--------------- CRAWL SPACE ---+--BOX A WIRING COMPLETE TO SERVICE PANEL --------t--CONDUIT SPARE PANEL TO BOTTOM OF JOIST ALL CRAWL SPACE ELECTRICAL MATERIAL AND LABOR BY THE BUILDER TO BE TESTED AND APPROVED BY THE 1---De-fin-ili-on_o_tli-er_m_s --------------------------LOCAL BUILDING DEPARTMENT. -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". NO. DESCRIPTION BY DATE 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 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, LLC will be identified throuahout this document as the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6/14/18 FRONT OF WORKING SPACE 36" DEEP. DISTANCE MEASURED FROM FACE OF ENCLOSURE OR LIVE PARTS. CLEAR WIDTH MIN. 30" WIDE OR WIDTH OF EQUIPMENT. PANEL NEED NOT BE CENTERED IN SPACE, HINGED DOOR MUST BE OPENABLE AT LEAST 90 DEG. MIN. HEADROOM FOR SERVICE AND PANELS 6'-6". MAXIMUM HEIGHT OF BREAKER 6'-7". MAIN POWER HOOK-UPS BY BUILDER AT SITE. TOP PLATE t" SPARE__) SERVICE PANEL 0 D Ill--=~---___ ---< SERVICE PANEL DETAILS ,___~--~ WORKING CLEARANCES SCALE: --- PROJECT DESCRIPTION: LOAD CALCULATION JOB NUMBER 18129 BUILDING TYPE SINGLE FAMILY SIZE 14 X 44 AREA 1232 SF (ALL FLOORS) JOB NAME HABITAT FOR HUMANITY 1 3W per SF (exclude garage & covered patios) 3 X 1232 = 3696W 2 Min. 2 small appliance circuits at 1500W ---3000W each, each additional small appliance circuit at 1500W 1500W 3 Min. 1 laundry circuit at 1500W ---1500W 4 Well pump 2000W ---2000W Dish Washer 1200W ---1200W Microwave 1500W ---1500W Electric clothes dryer 5000W ---5000W Water Heater 4500W ---4500W Electric cook top 3600W ---3600W Single oven 4800W ---4800W Double oven 8000W ---N/A Food waste disposer 900W ---N/A Trash compactor 1200W ---N/A Central furnace 1000W ---1000W Central vacuum 1500W ---NIA Hot Tub 2000W ---N/A 5 Enter the sum of 1 - 4 31796W 6 100% of the first 1 OOOOVA 10000W 1 OOOOW 7 Subtract line 6 from line 5, multiply by 40% 21796 & enter in right column X .40= 8718W 8 Determine largest of the heating or cooling load. When using nameplate rating of heat pumps or AC, multiply "minimum circuit ampacity" times the voltage (240) If only size (tonnage) is known, use 1800W per 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) Installing a 200 amp 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 COOKTOP 12" DISHWASHER 8" GAS RANGE 31/2" EXTERIOR OUTLET SWITCHES ( to bottom of box ) 60" EMERGENCY BOILER SHUT OFF 47'' STANDARD WALL 42 112" VANITY SWITCH STANDARD COUNTERTOP SWITCH LIGHTS 82" FLOOD LIGHTS 72" EXTERIOR LIGHTS 67" RANGE FAN 66" WALL SCONCE 54 1/2" UNDER CABINET LIGHTS 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 !t--=~---__ --, ROUGH ELECTRICAL HEIGHTS SCALE: --- SHEET TITLE: 2640vv 21358W 89A 200A i I 1il~i1ff' ... \le rm o d HABITAT FOR HUMANITY ELECTRICAL NOTES P.O. B9x 566 2677 Route 5 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT. 05088 ............. ! 13 OF 18 i SHEET: EO.O 18129 al >< 0 al BOX B CIRCUITS COILED AT STAIRWELL BUILDER TO COMPLETE TO SERVICE PANEL SWITCH LEG FEED ······· ······· 1· ·····TO 2ND FLR LIGHT :' .''I / i UPj i l i ! ! .. ::::···''''" CONDENSER LOCATION LliL'l r---,~ .. L==··~ WALL MOUNTED HEAT PUMP SYSTEM BY BUILDER Wp!Jfr \ \ \ \ --- <( >< 0 al LIVING L DINING ) ------ / ( e 1m 10n erms BOX A CIRCUITS WIRED DIRECT TO SERVICE PANEL [ ______ _ r.~iH-, • • • :, ·, ~', -Builder.The purchaser, who is the contractual purchaser of goods from WI 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". 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" / /, EXTERIOR OUTLETS WEATHER PROTECTED NO. DESCRIPTION 0 ORIGINAL PRINTING BY DATE MJD 6114/18 N SECOND FLOOR ELECTRICAL PLAN SCALE: 3116"=1'-0" ~ Ceiling Fan (/ "0 CEILING FAN ROUGH IN FIRST FLOOR ELECTRICAL PLAN ili\f ··ve 'rnfrod:: P.O. Box 566 2677 Route 5 WIider VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST FLOOR AND 2ND FLOOR ELECTRICAL PLANS ! 14 OF 18 ! SHEET: E0.1 18129 if .... 1112j' LAV'DRAIN '! . SOFFIT BEDROOM2 FLOOR ACCESS FOR SITE OOO 1 2 CONNECTION OF HVAC CVR DUCTS BOX A TO BOX B 00 LIVING I DINING BEDROOM1 e 1m 10n erms 1112" VENT ACROSS CEILING JOIST ----' -Builder,The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work lo 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". 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 reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. NO. DESCRIPTION FLOOR ACCESS FOR SITE CONNECTION OF KITCHEN VENT N SCALE: 3/16"=1'-0" 1112" BOW VENT L1QD ~ 1112" DRAIN KITCHEN BY DATE SECOND FLOOR DWV PLAN FIRST FLOOR DWV PLAN PROJECT DESCRIPTION: HABITAT FOR HUMANITY P.O. Box 566 2677 Route 5 LOT 3, 129 GLENDALE RD. NORTHAMPTON MA 01062 -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 lhrou hout this document as the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6/14/18 Wilder VT. 05088 SHEET TITLE: 1ST AND 2ND FLOOR PLUMBING DWV PLANS ! 15 OF 18 I SHEET: P0.1 18129 , ............ ····-·······-·-·····--················-·· ··-·····--··--·········--··-··--·------··-----~;::;;:~ .• ;;:;;:::::r---··--····--····--····-·--·-........................ -... --·-------··"·· .. -................... _ .............................. --... -.--------............... -, THRUWALL--- BEDROOM2 N 1-___ ---1 SECOND FLOOR WATER SUPPLY PLAN SCALE: 3116"=1'-0" ......... __ .... -..................... -........... --------·---------.. ·······-··--·······-·--·-····-·-····--······--·---·------.. -···----·--·-------.. ~;::ir,::::~.::;::;J"--"'i"·-.. ·-····-"""·-·1r·--·······"---·-.. ··-......... -....................... _ ... _ .•• , . . R-'==P,TTll ITI l r--i--1, i ! ! i \t I I I :1 I I i IL __ l __ j __ , 1 UP -i-r.::r _i.' '11 1 i I ' ' .. ,, I i 11 I I 11 I I ! ) ! !' 1·11· 11 ! I ; ! i Ii l_l__i-i---1 I i '·- THRU FLOOR LIVING I DINING M----~-RISERS TO 2ND FLOOR e 1rn 10n erms -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". All notes containing the tern, "by builder" are defining an obligation, for construction methodology I acceptable building practice for which VM accepts no responsibility, and should be reviewed carefully by the builder and the local building inspector. All such work and material shall be in compliance with applicable building codes. NO. DESCRIPTION KITCHEN BY DATE -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 throu hout this document as the "VM", or "VERMOD" 0 ORIGINAL PRINTING MJD 6/14118 FIRST FLOOR WATER SUPPLY PLAN I ltir~t,fi::J ... ve .. r.'mo,·•d P.O. B9x 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: I 16 OF 18 l 1ST AND 2ND FLOOR PLUMBING SUPPLY PLANS SHEET: P0.2 18129 ----------------------------------·-----------------------·------------------------------------------- TUB/ F SHOWER If A lJ C LAV A A,~ A F )~A ~"-~C Ar WATER ,,,, HEATER '-...: LAVc ~ C A ~ pJ1 ~:Act;HER ~A'...:, : RISERS 1N Box A, BUILDER TO / ~ , CONNECTTO BOX BSUPPLY PIPING B ~A ~ ALL MATERIAL AND LABOR TO COMPLETE SUPPLY PIPING IN CRAWL SPACE IS BY THE BUILDER PER APPLICABLE CODES A~ //~"-._ ~"v/ ~,"-._ A ~ KITCHEN CC ·• ·,, SINK l, A~,: ALL H&C PIPING TO BE PEX WATER SUPPLY SYSTEM -------=COLDWATER SUPPLY -------= HOT WATER SUPPLY ~'re,'f.. 3" MAIN STACK VENT & VENT THRU ROOF 5 gJ§''~ 57 I E_ 3' M~N STACK VENT 35 I LAV I & VENT THRU ROOF I 9 I 21 3 18 4\r3 2 TUB 53 2 .10 I 1 we ~58 8 1 61,62 444~~ 42 " 41 1 I ", '" 49/i'~ 4~,,LAV '--i:§:, I I U 9 8 I 21 I 42 , 8 2 ~46~~ 61,62 ~ 44 54 • 42 44 DWVSYSTEM = DRAIN MATERIALS = VENT MATERIALS 'f-.e,'f-o'< ~ ~o [~ If--3" MAIN STACK VENT 57 I & VENT THRU ROOF I I KITCHEN SINK 21 21 24 30,36 21-1 . • 21 I 24~"~'1 ~" I ~ s!21 22 BOW VENT KITCHEN SINK DRAIN STUBBED TO BASEMENT ( 6~~ )---.. -= RADON VENT MATERIALS + = SITE CONNECTION BETWEEN BOXES AND BOXES TO BASEMENT T 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/ 118" BEND 5 1-1/2" DBL TEE 6 1-1/2" WYE 7 1-1/2" COUPLING 8 1-1/2" 118" BEND 9 1-1/2" P-TRAP W/ CLEAN-OUT 10 TUB DRAIN & OVERFLOW 11 1-112" 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 1-112" SANI-TEE 29 2" 118" BEND 30 2" P-TRAP WI CLEAN-OUT 31 LAUNDRY STAND PIPE (18"-36") 32 2'' X 2" X 1-112" WYE 33 2" X 2" X 1-112" WYE W/ 118" BEND 34 2" X 2" X 1-1/2" X 1-112" 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 1-112" 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 1-112" 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 1-112" 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 WI 118" BEND 68 4" X 4" X3" SAN I-TEE 69 4" X 4" X3" WYE 70 4" X 4" X3" WYE WI 118' 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 ------------------~----------------------------1 1. MINIMUM DISTANCE FROM TABLE A , .. MINIMUM DISTANCE FROM TABLE A ,I . I' I' I .. MINIMUM DISTANCE FROM TABLE A. I' ~ MINIMUM DISTANCE FROM TABLE A : NOTES D GENERAL PLUMBING NOTES 9. ONE (MIN.) 3" MAIN STACK VENT PER DWELLING. 1. ALL DRAIN, WASTE, & VENT LINES ARE SCHEDULE 40 PVC 10. ONE (MIN.) 2' FUTURE VENT PER DWELLING (WHEN APPLICABLE). 1. ALL PLUMBING CONNECTIONS BETWEEN FLOORS ARE THE RESPONSIBILITY OF THE BUILDER _w J~ ~ 8" NO FIELD CUT HOLES --'~ / ···-----1-----f':-.~~--------~=~. La j 2xoa Da Lb 2Xlb job ~ u__ NO FIELD CUT HOLES 8" ~ 2. ALL VENT STACKS SHALL EXTEND UNDIMINISHED IN SIZE TO A MINIMUM OF 1'-0" BELOW ROOF 11. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAINS SHALL BE LONG SWEEP FITTINGS. 2. ALL PLUMBING CONNECTIONS, FIXTURES, ETC. IN THE BASEMENT IS I ARE THE RESPONSIBILITY OF THE BUILDER 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. 6. AIR ADMITIANCE VALVES ARE NOT PERMITIED IN THE STATE OF MASSACHUSETIS. 7. DRAINAGE LINES ARE STUBBED FIRST FLOOR MODULES FOR ON-SITE CONNECTIONS BY G.C. 8. ALL PLUMBING, PLUMBING FIXTURES, ETC. BELOW FIRST FLOOR (BASEMENT) IS I ARE SUPPLIED & INSTALLED BY G.C UNLESS OTHERWISE NOTED. Definition Of Terms 12. ALL WATER SUPPLY LINES ARE PEX TUBING. 13. DISHWASHER & CLOTHES WASHER ARE FACTORY SUPPLIED AND INSTALLED UNLESS OTHERWISE NOTED. 14. ANTI-SCALD DEVICES INSTALLED PER CODE. 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 -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". 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 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, LLC will be identified throuohout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE ... ... ... . .. ... . .. ... . .. 1 ... ... . .. 0 ORIGINAL PRINTING MJD 6/14118 IN HATCHED ZONES r-~inimuJ1~ -• ROUND HOLE SIZE DEPTH TJI 2" 3" I 4" 5" 6 1/2" ~1/2"' 230 1'-6" 2·-0" I 2'-6" 3'-6" 5'-6" General Notes -HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE 1/8" OF WEB (MINIMUM) AT TOP AND BOTIOM OF HOLE. -KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" O.C.: THEY DO NOT AFFECT HOLE PLACEMENT. -FOR SIMPLE SPAN (5' MIN.) UNIFORMLY LOADED JOISTS MEETING THE REQUIREMENTS OF THIS GUIDE, ONE MAX. SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OFTHE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. -DISTANCES ARE BASED ON THE MAX. UNIFORM LOADS SHOWN IN TRUS JOIST TJI JOIST SPECIFIER'S GUIDE TJ-4000 -DO NOT CUT OR NOTCH FLANGE, PROJECT DESCRIPTION: ~-~-. -. -~-· [m1nimum[ IN HATCHED ZONES SQUARE OR RECTANGULAR HOLE SIZE DEPTH TJI 2" 3" 4" 5" 6 1/2" 9 1/2" 230 1'-0" 2'-0" 3'-0" 4'-6" ----5'-0..- How to use the Table 1. USING THE TABLE ABOVE, DETERMINE THE HOLE SHAPE/SIZE 2. SCAN HORIZONTALLY UNTIL YOU INTERSECT THE CORRECT HOLE SIZE COLUMN. 3. MEASUREMENT SHOWN IS THE MINIMUM DISTANCE FROM EDGE OF HOLE TO SUPPORT. 4. MAINTAIN THE REQUIRED MINIMUM DISTANCE FROM THE END SUPPORT. E !-___ -~:: ---I f---~------ ALLOWABLE HOLES IN 91/2" 230 TJI FLOOR JOIST SHEET TITLE: Ii Vie HABITAT FOR HUMANITY PLUMBING ISO DWV AND SUPPLY P.O. Box 566 2677 Route 5 W'il<ler VT. 05088 LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 ! 17 OF 18 ! SHEET: P0.3 18129 3 1/2" GRK SCREWS @48"0.C.-......--, (2) ROWS 2" NAILS DIRECT @4' O.C. \ 1/2" 'ZIP' SITE SHEATHING RIGID FOAM COMPRESS ES DENSE PACK PILLOW (2) ROWS 2" NAILS DIRECT @4' O.C. ----\ 1/2" 'ZIP' SITE SHEATHING--~ RIGID FOAM COMPRESS ES DENSE PACK PILLOW F 1------1STACKED BOXES EAVE RIM FASTENING G 1--___ ----, STACKED BOXES END RIM FASTENING SCALE: 3/4"=1'-0" ZIP TAPE SEAMS 3 1/2" GRK SCREWS @48" o.c. --~ (2) ROWS 2" (FB) NAILS D1RECT@4"0C.-\ "- r;E~9;,:~2/2X8 P-T SILL 1/2" 'ZIP' SITE SHEATHING FASTEN ANCHORS TO SILL AND RIM --~ BY BUILDER 1/2" DIA. ANCHOR BOLTS WITH WASHER AND NUT, MIN. 7"1MBEDDEDIN CONCRETE BY BUILDER SCALE: 3/4"=1'-0" 1/2" 'ZIP' SITE SHEATHING FASTEN ANCHORS TO SILL AND RIM A 1------; TYPICAL EAVE RIM TO SILL FASTENING B SCALE: 3 4"=1'-0" SCALE: 3/4"=1'-0" Definition Of Terms '2~b-212xa P-T SILL BY BUILDER 1/2" DIA. ANCHOR BOLTS WITH WASHER AND NUT, MIN. 7" IMBEDDED IN CONCRETE BY BUILDER 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". 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 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, LLC will be identified throu hout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6/14/18 Ii lilt@~~~,;:·;;···-··· ,,e/rmcra P.O. B~x 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 3,129 GLENDALE RD. NORTHAMPTON MA 01062 2 BOX 2 STORY CONFIGURATION Id I Ila SHEET TITLE: I 18 OF 18 I SITE BOX TO BOX AND BOX TO FOUNDATION FASTENING SHEET: S0.1 18129 ----------------------------------------------------------------------------------------------------------------- rrr Generated by REScheck-Web Software y I Compliance Certificate Project 18129 HABITAT FOR HUMANITY Energy Code: 20091ECC Location: Construction Type: Northampton, Massachusetts Single-family Project Type: New Construction Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: Construction Site: 1,940 ft2 6% 5 (6404 HDD) 129 GLENDALE RD. NORTHAMPTON, MA 01062 Compliance: Passes using UA trade-off Compliance: 51.9% Better Than Code Owner/Agent: MEGAN MCDONOUGH PIONEER VALLEY HABITAT FOR HUMANITY 140 PINE STREET FLORENCE, MA 01062 413 586 5430 megan@pvhabitat.org Maximum UA: 241 Your UA: 116 Designer/Contractor: Kristen Connors VERMOD HOMES 2677 HARTFORD AVE WILDER, VT 05088 Kristen Connors kristen@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 I R V I U-Factor UA Perimeter • a ue • a ue Celling: Structural Insulated Panels (SIPs) Wall: Other Door: Solid Door (under 50% glazing) Window: Vinyl Frame Floor: All-Wood Joist{Truss 602 2,552 42 155 602 41.0 55.0 0.0 0.019 0.023 0.120 0.200 0.025 11 54 5 31 15 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 buildin has been designed to meet the 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the man ry irements listed in the REScheck Inspection Checklist. ~SilY) G2vi v10\IS / 6M b /2,4 ) 'b N me -Title r Date Project Notes: PIONEER VALLEY HABITAT FOR HUMANITY (the builder) is providing required, design, material and labor for the HVAC system in this home. VERMOD is providing the insulated envelope. Project Title: 18129 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 1 of 7 ,,,.....~ REScheck Software Version : REScheck-Web y I Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. sec;ion I Pre-Inspection/Plan Review I Plans Verified Field Verified Complies? I Comments/Assumptions & Req.lD Value Value -·--·--103.2 Construction drawings and Dcomplies [PR!]' documentation demonstrate Dooes Not I/;' energy code compliance for the DNot Observable building envelope. DNot Applicable ------------·"--· 103.2, Construction drawings and De-om plies- 403.7 documentation demonstrate Dooes Not [PR3]' energy code compliance for DNot Observable \!,' lighting and mechanical systems. DNot Applicable Systems serving multiple dwelling units must demonstrate compliance with the commercial code. ------------,-- 403.6 Heating and cooling equipment is Heating: Heating: Dcomplies [PR2J' sized per ACCA Manual S based Btu/hr __ Btu/hr __ Dooes Not -~' on loads per ACCA Manual J or Cooling: Cooling: ONot Observable other approved methods. Btu/hr __ Btu/hr __ DNot Applicable Additional Comments/Assumptions: j 1 j High Impact (Tier 1) I 2 I Medium lm~act(Tier_2) Tuow Impact (Tier 3) Project Title: 18129 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 2 of 7 sec;lon I Foundation Inspection _Lcomplies? Comments/Assumptions & Req.lD ---------303.2.1 A protective covering is installed to Dcomplies [FOll]' protect exposed exterior insulation Dooes Not _j_t,.1 and extends a minimum of 6 in. below DNot Observable grade. DNot Applicable -------------- 403.8 Snow-and ice-melting system controls Dcomplies [F012]' installed. ~) Additional Comments/Assumptions: ; 1 High Impact (Tier 1) Project Title: 18129 HABITAT FOR HUMANITY Data filename: Dooes Not 0Not Observable DNot Applicable ; 2 I Medium Impact (Tier_2,:---J:]Low Impact (Tier 3) Report date: 08/29/18 Page 3 of 7 I Section j Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value & Req.lD ________ ---·· -----·-· 402.1.1, Door U-factor. U-__ U-__ 402.3.4 [FRl]' it' -----------402.1.1, Glazing U-factor {area-weighted U---U-__ 402.3.1, average). 402.3.3, 402.5 [FR2]' "' · __ -------------------·--· 303.1.3 U-factors of fenestration products [FR4]' are determined in accordance ~· with the NFRC test procedure or taken from the default table. I ----·--··-402.4.4 Fenestration that is not site built [FR20]' is listed and labeled as meeting V,· AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. -·-------402.4.5 IC-rated recessed lighting fixtures [FR16]' sealed at housing/interior finish ~· and labeled to indicate :s;2.0 cfm leakage at 75 Pa. --403.2.1 Supply ducts in attics are R-__ R-__ [FR12]' insulated to .:=R-8. All other ducts R-__ R-__ ~· in unconditioned spaces or outside the building envelope are insulated to >R-6. ·- 403.2.2 All joints and seams of air ducts, [FR13]' air handlers, filter boxes, and .,, building cavities used as return ducts are sealed. ' ----403.2.3 Building cavities are not used for [FR15]3 supply ducts . . +t-' --------- 403.3 HVAC piping conveying fluids R-__ R-__ [FR17l' above 105 2f or chilled fluids I# below 55 2f are insulated to ===R- 3. ·--·----------·-403.4 Circulating service hot water R-__ R-__ [FR18]' pipes are insulated to R-2. !!J --·-------- 403.5 Automatic or gravity dampers are [FR19]' installed on all outdoor air 'ti intakes and exhausts. Additional Comments/Assumptions: I 1 !High Impact (Ti~~-:1~ -__ J2JMectium Impact (Tie~_2) Project Title: 18129 HABITAT FOR HUMANl1Y Data filename: Complies? Dcomplies Dooes Not ONot Observable DNot Applicable Ocomplies Doaes Not 0Not Observable DNot Applicable dC~~plies Dooes Not 0Not Observable DNot Applicable Dcomplies Dooes Not 0Not Observable DNot Applicable DcomPff~~· ------ Dooes Not 0Not Observable DNot Applicable Dcomplies Dooes Not DNot Observable DNot Applicable Dcomplies Dooes Not 0Not Observable DNot Applicable Dcomplies Dooes Not DNot Observable DNot Applicable Dcorl1plies Dooes Not ONot Observable DNot Applicable Dcomplies Dooes Not 0Not Observable DNot Applicable Dcomplies Dooes Not DNot Observable DNot Applicable I Comments/Assumptions See the Envelope Assemblies table for values. ' ---------------------- See the Envelope Assemblies table for values. ' ------------- 1 . ·---------- _J ----- ---· ----- --------------------- ---------- -···-_,, -- --------------------------·------ -------·-·------ Report date: 08/29/18 Page 4 of 7 sec;ion I Insulation Inspection Plans Verified Value & Req.lD -303.1 All installed insulation is labeled [IN13]' or the installed R-values 1-i-' provided. 402.1.1, Floor insulation R-value. R-__ 402.2.5, D Wood 402.2.6 D Steel [IN1]1 it,' -------------------------·--303.2, Floor insulation installed per 402.2.6 manufacturer's instructions, and [IN2]1 in substantial contact with the it,' underside of the subfloor. ~-------------····-----402.1.1, Wall insulation R-value. If this is a R-__ 402.2.4, mass wall with at least% of the D Wood 402.2.5 wall insulation on the wall D Mass [IN3]' exterior, the exterior insulation V' requirement applies. D Steel --- 303.2 Wall insulation is installed per [IN4]1 manufacturer's instructions. ti-' Additional Comments/Assumptions: Project Title: 18129 HABITAT FOR HUMANITY Data filename: Field Verified Value R-__ D Wood D Steel R- D Wood D Mass D Steel Complies? Comments/Assumptions Dcomplies Dooes Not 0Not Observable DNot Applicable ------------Dcomplies See the Envelope Assemblies Doaes Not table for values. DNot Observable DNot Applicable ------ Dcomplies Dooes Not DNot Observable DNot Applicable DcomPlies See the Envelope Assemblies Dooes Not table for values. DNot Observable DNot Applicable ------------- Dcomplies Dooes Not DNot Observable DNot Applicable : 3 I Low Impact (Tier 3) -. ----,----- Report date: 08/29/18 Page 5 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value & Req.lD ------------------402.1.1, Ceiling insulation R-value. Where R-__ R-__ 402.2.1, > R-30 is required, R-30 can be D Wood D Wood 402.2,2 used if insulation is not D Steel D Steel [Fll]l compressed at eaves. R-30 may .ti' be used for 500 ft2 or 20% (whichever is less) where sufficient space is not available. ·-------------··-· --·---·--··---·------·-. 303.1.1.1, Ceiling insulation installed per 303.2 manufacturer's instructions. [F12]1 Blown insulation marked every \t' 300 ft'. 402.2.3 Attic access hatch and door R---R-__ [Fl3]1 insulation ~R-value of the tt· adjacent assembly. -----------------------------···-- 402.4.2, Building envelope tightness ACH 50 ---ACH 50 ---402.4.2.1 verified by blower door test result [Fil 7]1 of <7 ACH at so Pa. This -~' requirement may instead be met via visual inspection, in which case verification may need to occur during Insulation Inspection. ---------·-.,·-------···--·--------403.2.2 Post construction duct tightness --cfm --cfm [F14]1 test result of s8 cfm to outdoors, I;!) or s:12 cfm across systems. Or, rough-in test result of s6 cfm across systems or s4 cfm without air handler. Rough-in test verification may need to occur during Framing Inspection. __ _, ____ 403.1.1 Programmable thermostats [Fl9]' installed on forced air furnaces. -'t' ---·--403.1.2 Heat pump thermostat installed [FllO]' on heat pumps. w 403.4 Circulating service hot water [Fill]' systems have automatic or M' accessible manual controls. ------~-------·------- 404.1 50% of lamps in permanent [Fl6]1 fixtures are high efficacy lamps. \j,• -·-·-------------·--· 401.3 Compliance certificate posted. [F17]' {t' 303.3 Manufacturer manuals for [Fll8]3 mechanical and water heating Ji,' equipment have been provided. Additional Comments/Assumptions: ;llrllgh Impact (Tier 1) j 2 I Medium Impact (Tier 2) Project Title: 18129 HABITAT FOR HUMANITY Data filename: I Complies? I Comments/Assumptions Dcomplies See the Envelope Assemblies DDoes Not table for values. 0Not Observable ONot Applicable Dcomplies Dooes Not ONot Observable DNot Applicable _, ___ . Dcomplies Dooes Not ONot Observable DNot Applicable Dcomplie~---------------- ----------- Dooes Not 0Not Observable ONot Applicable Dcomplies Dooes Not ONot Observable DNot Applicable Dcomplies DDoes Not .ONot Observable DNot Applicable Dcomplies Dooes Not ONot Observable DNot Applicable ;Dcomplie; ------- Dooes Not 0Not Observable ONot Applicable Dcomplies :Dooes Not DNot Observable ONot Applicable Dcomplies DDoes Not 0Not Observable DNot Applicable ., -----------------Dcomplies Dooes Not ONot Observable DNot Applicable I 3 I Low Impact (Tier 3) Report date: 08/29/18 Page 6 of 7 Project Title: 18129 HABITAT FOR HUMANITY Data filename: 2 I Medium Impact (Tier 2) T3Fw Impact (Tier 3) Report date: 08/29/18 Page 7 of 7 G1 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall Below-Grade Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): 0.00 0.00 41.00 55.00 Glass & Door Rating U-Factor SHGC Window Door 0.20 0.12 Heating & Cooling Equipment Efficiency Heating System:, ________ _ Cooling System: ________ _ Name: _____________ _ Date.~=------ Comments r~ ~ w "IAi\UFACTGRER'S DATA PLATE w FACTORY I:\STALLED EQUIP\IEi'iT Mam1 facturer __ v_ER:_,1_0_0_1u_G_H _PE_RF_o_R:_''"'_"_T_E_M_oo_~_:t_AR_1_10_,1_Es_L_Lc ____ _ Address 2677 HARTFORD A VE City, State, Zip Wl rTTE RIVER JCT VT 0500 1 LISTED INDUSTRIALIZED BUILDii'iG \fodel mox l STORY 58 Occupm1cy Classification R-3 I Const. Class 1-------'------'--------1 EQLIPMDIT :\-IANUFACTLllER :\IODEL :\'O. Heating BY BUILDER cooling BY BUILDER RangerBumer BY BUILDER Oven Refrigeraior Water Heater BY BUILDER BY BUILDER BY BUILDER \,lanufacturer's Serial l\o(s) 1------~-18_129_'_' &_i8-ll9_8_~----=D=i I Plan Approval l\o., Dish Washer BY BUILDER Date of \·lanufacture Disposal N/ A Date Data Plate Attached Hydro-.\fassage Tub BY BUILDER 1-------------------1 Pennissible Gas Typc(s) N/ A 1-------------------1 Electric Rating 200 AMP 1-------------------1 Test Voltageffime 1080 VOL TS FOR l SECON D Water Supply: Test Procedure 1-----~-i-00ps_, F_·o_R_io_M_i:s_·u-TES..-----r:aai I D · L" L d 40 psf Design Wind Speed J 17 MPH EXP C F oor es1gn 1ve oa And Exnosure Shipping Weight(s) BOX A 30250# BOX B 30250# 1--------------------1 Ground Snow Load 40 psf Roi i~~r~~~ 35 psf 1-----+-------+-------1 TRA Label No(s). · \V II F-R · 0 Seismic Design C Extenor · a ire aung 1-----+------C ... a .... te_.Qo .... ,rv--+-------1 State Insignia No(s). '------------------' Winter Design Temp.: Inside 70 deg F C Outside -20 deg F 1-----"--~~---........ -~-----1 \... Uo Ceiling R 60 I Wall I R 43 I Floor I R 40 .__ __ _,_ _ __..__ ___ .._ _ _._ __ __, Follow precisely all instructions with this building. Foundations, Installation and Utility Connections are subject to inspection by loral author-ilies . CODE REFERENCE PLATE THIS MANUFACTURED STRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING CODES: 0 IRC 20 15* NATIONAL ELECTRICAL CODE® 0 _____ INTERNATIONAL BUILDING CODE 0 !RC 2009** INTERNATIONAL MECHANICAL CODE 0 IRC 20 15## INTERNATIONAL PLUMBING CODE 0 IECC 20 15*# INTERNATIONAL ENERGY CONSERVATION CODE 0 !RC 2015* INTERNATIONAL RESIDENTIAL CODE 0 IRC 2015* 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 _________________________ _ D • 9th 7&0 O ,·fR 780 C~IR 51 00 Massachusetts Res1dcnual Code D • • 9th 780 CMR 780 CMR 51 00 ~lassachuscllS Rcs1dcn11al Code D # 780 CMR I IO Appendix AA• 0 ##248 C\tR l.i'ilFOR.\t STATE PLUMBl:SG CODE O ___________________________ _ o ___________________________ _ D ___________________________ _ o ___________________________ _ D