The URL can be used to link to this page

133 Glendale Plans~ Commonwealth of Massachusetts • Manufactured Buildings Program Transmittal Form for all correspondences relatillg to Manufactured Buildiu 1s and Buildin~ Components To: Linda Shea, Manufactured Buildings Program Phone Number: I Date Transmitted Linda.slum@state.ma.us 508-422-1955 09-06-18 Commonwealth of Massachusetts 50 Ma pie Street Board of Building Regula lions and Standards Suite One Milford Massachusetts I 01757-3698 The person forwarding material shall complete the following portion of Ulis transmittal. Please print clearly or type required information. Name of Person I KEVIN J. WHITE MC Number 566 I TPIA Number 03 Transmitting Material TI1e following information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safoty for reilsons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled ot/1cr. Be sure to identify the aooropriate Use Group.) transmitted items. Building plans for review and 11pproval Building plans forwarded as a record copy for your files (review not X Unit #18229 R-3 required). Revised building plans for review. (Please clearly identify revisions on the plans.) Revised building plans forwarded as a record copy for your files (review not required -Please clearly identify revisions on the plans.) When submitting materials identified below, please ensure that you clearly indicate modifications to each page(s). Also, please indicate the BBRS\ DPS Identification Number on all applicable materials. Modifications to ~rograms, manuals or drawings shall be accomQanied by an index which clearly identifies which eagcs are to be removed and which oae1es are to be reolaced. (Check the appropriate box for materials transmitted.) Compliance Assurnnce Programs Original submission Modification to: Calculations Manual Original submission Modification to: lnshillation Mnnual Original submission Modification to: Systems Drawings Originitl submission Modification to: Other -Provide a derailed description of any 0U1er materials which are being transmitted. Identify any revisions clearly along with BBRS No. Also, identify the requested 11ction. Site Location: Lot 4, 133 Glendale Rd -NorthHameton MA n,e office transmitting this information has reviewed U,e above mentioned and attached materials and h11.s found them, to the best of our knowledge and abilities, to be in compliance wiU1 Ule codes and\or rules and regulations for U,e Commonwealth of Massachusetts' Manufactured Building Program, as applicable. /' Signed by: ~UJ;U Date: 09-06-18 ' ~mfg\forms\mfgtransmittal -Revised April, 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 insta!lalion instruction will be in compliance with applicable building codes. -VM, For simplification, the manufacturer/supplier of the Thin:1 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, 1 O" 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 & L BY BUii DER 3.2 White accessory trim M & l . BY BUILD.ER 3.3 White 3" vinyl or Miratec corner boards M & L BY BUILD.ER 3.4 Miratec Facia with vinyl soffit, White 3.5 1x6 Miratec sand board (White) M & l BY BUil DER 3.6 Optional metal siding and deck prep M & l BY BUH DER 3.7 All exterior decks, porches, steps to grade M & l BY BUil DER 4.0 INS\ il AJIQN 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 wlth 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:z 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 BUILDER 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 BUILDER 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 BUILDER 7.4 Clear pine window sills and aprons M & L BY BUfLDER 7.5 2 W Colonial window/door trim w/ 3 %" baseboards or 2 Ya" Flat window/door trim w/ 4 Y." baseboards M & l BY BUILDER 7.6 Closet Maid wire shelving in all closets M & L BY Bil/I QER 7.7 Bamboo interlock flooring in all living spaces M & L. BY BUILDER 7.8 Vinyl interlock flooring in bathrooms, utility room, and laundry room M. & l BY BUILDER 7.9 Towel bar and toilet paper holder installed M & I BY BUILDER 7.10 Finish Stairs and railings M. & L. BYBWLDER Definition OfTerms PROJECT DATA -Delive~ Crew, responsible for road permits, r~ut~~ to site, ?nd es~ort vehicles I PROJECT: HABITAT FOR HUMANITY JOB: # 18229 for the delivery of the. modular co~ponents to their lifting location at. s!te. I LOCATION: LOT 4, 133 GLENDALE RD NORTHAMPTON MA 01062 -S~t Crew, respons,b.le for prepping the modular components for lifting and USE GROUP: R-3 landing on the. foundation. . . . CONSTRUCTION CLASS: SB -Crane Service, responsible for nggmg and placing the modular compcnents on AREA· 1 ST FLOOR· 602 f the founda!ion. Also resp~nsible for .safety while they ~re on site. · ZND FLOOR; 602 !r -The deta1~ and ln~truct1ons con)amed lh:oughout t~1s do.cument a'.e . . VOLUME: 13244 cf NUMBER OF FLOORS: 2 representative of. t~1cal construcl)on p'.actlce co11;ply1~g with recogmzed bull~1ng HEIGHT OF BUILDING FROM TOP OF FND . 22• codes. These bu1!dmg codes are hs!ed m the section t1tled "Referenced Bu1ld1ng . .. Codes•, however, local building codes may require special design consideration. OCCUPANC: LOAD PER FLOOR. (1 OCC. PER 200SF.) Consult your local building code official to review any required alternative details/ 1ST FLOOR. 3 PEOPLE materials (which deviate from the VM standards necessary for code compliance). 2ND FLOOR: 3 PEOPLE The details defining materials lo be supplied by the builder are for general WALL AND CEILING FINISHES: MAX FLAME SPREAD INDEX 75 guidance only and code compliance for such details are the responsibility of the MAX SMOKE • DEVELOPMENT INDEX 450 · builder. IN ACCORDANCE WITH ASTM E 84 / UL 723 ' -Structure Type: VerMod Components range from Single Box homes that are O HR. WALL CONSTRUCTION WlTH UNRATED 95% factory complete to Multi Box configurations that require far more site work. OPENINGS MIN. SETBACK FROM P~OPERTY See the BOX PROFILE to the right of this page. These diagrams will be used lo LINE TO DRIP LINE OF BUILDING: 6 focus detalls and site responslbilttles unique to the structure type. TYPE OF SUPPRESSION SYSTEM: NONE REQUIRED TYPE OF SMOKE DETECTOR: PHOTO ELECTRIC TYPE CARBON MONOXIDE ALARM: UL2034 M & I · Material and Labor 8.0 CABINETS AND COUNTERTQPS 8.1 JSI "Premier" series cabinets with dovetail drawers an undermount slides M & L BY BUILDER 8.2 Formica coi.mtertops with integral backsplash M & 1 BY BUILDER 18.3 Cultured marble vanity top with integral bowl (white) M..1!...L · BY BUILDER . 8.4 Chrome faucets M & I BY Btm DER 9.0 APPLIANCES 9.1 Energy Star Refrigerator M & l BY Bl/IL DER 9.2 Energy Star Dishwasher M & l BY B( Ill DER 9.3 Smooth top Electric Range M & L BY BUil DER 9.4 Microwave/hood over Range M & I BY BUH DER 9.5 Energy Star Washing Machine (white) M & I BYB/Jfl DER 9.6 Energy Star Condensing Dryer (white) M & I BYBU/1 DER 9.6.1 *Choice of white, black, or stainless steel* M & l BY BlfflDER 10.0 PLUMBING 1 10.1 PEX supply piping 10.1.1 Site connections: between boxes and boxes to site hook-ups M & L BY Blllf DER 110.2 Schedule 40 PVC waste lines BUILDER REQUIRED TO NOTIFY THE LOCAL AUTHORITY HAVING JURISDlCVON A MINJMUM OF 48 HOURS PRIOR TO DAYQFSET MANUFACTURER'S DATA Name: VerMod LLC Address: P.O. Box 566 Plant Address: 2677 Route 5 Wllder VT. 05088 Wilder VT 05088 · MAApproval: #566 ExpiraUon 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 1 ST 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 Cocle: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 IRC International Residential Code• 2) Mechanical Code: 91h 780 CMR 51.00: Massachusetts Residential Code 10.1.2 Site connections: between boxes and boxes to site hook-ups M & L BY BUILDER 1------------------------i 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 10.3 Double bowl Stainless Steel sink with combination spray/ faucet M & I BY BUILDER 10.4 Elongated bowl toilet (comfort height) M & l BY BUILDER 10.5 Heavyweight fiberglass 5' tub with faucet 11.0 HEATING, AIR CONDITIONING, AND YENTi\ ATION· M & L BYBUILDER 11.1 Conditioning Energy Recovery Ventilator (CERV) complete , heat/AC air source heat pump M & L BY BUii DER J 11.2 Soffits with ductwork roughed in per plan ' 11.2.1 Site connections: between boxes and boxes to site hook-upsM & I BYBUILDER 11.3 Water heater (heat pump) M & L. BY BUH DER 11.4 Continuous monitoring of carbon dioxide, pollutants, and humidity M & l BY BUil DER 11.5 Programmed continuios whole house heat recovery ventilation M & L BY BUii DER 11.6 All mechanicals installed M & L BYBIJ/l DER 11. 7 Condensate, Refrigerant and electric line for mini split M. &L BYBlfflDER 12.0 ELECTRICAL 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 BUILDER 12.8 Optional 7 KW solar array W/ integrated racking system (installed on site by Vermod) MJLJ....BY.-8UJLQEB. VERMOD LLC. No reproduction, copies and/or facsimiles shall be Residential Code produced in any manner whatsoever, whether in part or in whole. 2015 IRC 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 Residenlial Code action. 2015 IRC International Residential Code* ENERGY DATA BUILDING COMPONENT Floor* Wall Roof Windows ... Doors Conditioned Basement REQUIRED REQUIRED ACTUAL (ELECTRIC) (FOSSIL) # .05 .05 .033 .040 .40 .071.10 .08 .05 .033 .65 .40 .071.10 .025 .023 .017 .21 .12 .025 5) Energy Code: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 IECC International Energy Conservation Code, 780 CMR 110 Appendix AN 6) Fuel Gas Code: 9th 780 CMR 51.00: Massachusetts Residential Code 2015 IRC International Residential Code• " with State Amendments and Supplements DESIGN LOADS !--------------------· ---~··---·- Roof Dead Load: 15 psf Floor Dead Load: 20 pst 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 Load Importance Factor: I 1.0 Thermal Factor: Ct 1.1 Plus Drifting as Applicable 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 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: I . e I 1-,,l ' · .. .· . ·, . . . · . . BOX PROFILE T 1---TYPICAL SINGLE BOX WITH ROOF 1----· SGALE:NA . . I . . i 1-€) I C ·_.-"j e.~·-· .. ·"-. ·-"-'~···."-·-···-"""'--'-'-'--•..,· I ' ','. ·._ :.· ··.' BOX PROFILE J k-=---TYPICAL SINGLE BOX FIRST FLOOR OR SCALE: NA ... SECOND FLOOR 0 EXTERIOR WALL @MARRIAGE WALL CLG CEILING OPN OPEN CEILING ~ FLOOR I ~ ROOF FRAMING SHEET TITLE: 2 BOXES Id \Ila .. I-__ · .. ,, . . 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. I 1 OF 18 I -Builder,The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of the work to connect and complete 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, am:! 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. -- ·- ... ... ·-... . .. ... ••tafji~iff(i'. .: verm.o·a HABITAT FOR HUMANITY SHEET: CVR COVERSHEET -VM, For simplification, the manufacturer/supplier of the Third Party Inspected and Labeled modular compcnent known as VERMOD HIGH PERFORMANCE MANUFACTURED HOUSING, LLC will be id9ntified throuahout this document as the ''VM", or "VERMOD" 1 0 --... ORIGINAL PRINTING MJD -- 6/14118 P.O. B9x 566 2677 Route 5 Wilder VT. 05088 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 18229 --.. ·-~----.. -----··-----, .. , ___ ,,. _______ ---~-""""··--·----·--- e 1rn 10n i erms <Ci >< ! 0 al DOOR SCHEDULE NO. LABEL QTY SIZE w DESCRIPTION THICKNESS ANUFACTURER 01 3068 2 3068 LEX 36" EXT. HINGED-DOOR E23 1 3/4" THERMA-TRU 02 2668 1 2668 LIN 30" HINGED-DOOR P09 1 3/8" 03 2668 2668R IN 30 ,, ORP09 1 3/8" 04 2868 2868 LIN 32" 9 1 3/8· 05 2868 2 2868 R IN 32" 1 318" 06 3068 1 3068 L 36" POCKET-DOOR P09 1 3/8" 07 5068 2 5068 LIR IN 60" B2"X82" DOUBLE HINGED-DOOR P09 1 3/8" --------------44'-0"--------------------- lt----------17'•4112" ------------M r------------------~~-~,., I ~ I ~ I LO : i I I 04: ~ I' BEDROOM 2 ~ I 104SOFT ~ ~ I .,., ;; I llf+lf------11'-25/8"---~ co I I I I. -----261-71/2" CiiJ'-.. ~ 12'·6 518" -----+Ht! ---------------------44'-0"---------------------tl -.;., ii j I - N 1---_ -----1 SCALE: 3116'=1'-0" NO. SIZE QTY w H RIO DESCRIPTION RER ' 01 2020SC 2 24 n 24" 26"X2B" SINGLE CASEMENT-HR OSHIELD 02 2640SC 2 30" 48 n 32"X50" SINGLE CASEMENT-HR ECOSHIELD 03 21026SC 1 ! 34" 30" 36'X32" SINGLE CASEMENT-HR ECOSHIELD 04 21040S_Q__ 3 34" 48" 36"X50" YES SINGLE CASEMENT-HR ECOSHIELD 05 4040 -·-1 T4s"·· ----48-" 50"X50'"--MULLED UNIT-HR--ECOSHIELD 07 4040 1 ! 48 II 48" 50"X50" YES MULLED UNIT-HR ECOSHIELD 08 5040 1 60" 48" 50' YES MULLED UNIT-HR ECOSHIELD 09 5040 3 60" 48" 52•x50" MULLED UNIT-HR ECOSHIELD 44'-0" 28'-11 5/16" -------- I ~ -r.b t 1-. ,ia-o+-t4 ---11·-2 5/8" -~~~:: .......... _ ~_ ~-~~ __ u_v_~~-~-~_2_'~_i_N_G_ 20·-s 3/4" ~--g_@_sa_R _u_ ~ :, BEDROOM =~s::=:ral-""""""'""'f"F~it--f 11. 104 so ET N DESCRIPTION BY DATE SECOND FLOOR PLAN [~ [I] ® @) CERTIFICATION STATE, THIRD PARTY LABELS, DATA PLATE = STATE LABELS = THIRD PARTY LABEL =OAfAPLATE FIRST FLOOR PLAN PROJECT DESCRIPTION: NO. LABEL 01 B24L 02 LSB33R 03 S836 04 VB2421 05 VB3021 LIGHT & VENT SCHEDULE 8.3 8.3 9.4 3.0 EXTERIOR WALLS PARALLEL JO 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 ROOE CEILING AND Fl OOR- ourER 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 SHEET TITLE: ACT. VT 10.3 HABITAT FOR HUMANITY FIRST FLOOR PLAN -Builder,The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in responsible charge of !he 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 / acceptable building practice for which VM accepts no responsil>iiity, and should be reviewed carefully by the l>uilder and the local building inspector. All such work and material shall be in compliance with applical>le building codes. P.O. Box 566 2677 Route 5 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 SECOND FLOOR PLAN -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 Wilder VT. 05088 3 OF 18 SHEET: A1.1 18229 A 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 I 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 I SHALL SHIM THE SILLS IF REQUIRED TO ASSURE MODULES WILL SET SQUARE AND LEVEL. I 13. ALL CRAWL SPACE MECHANICAL, ELECTRICAL, AND PLUMBING MATERIALS ARE SUPPLIED AND INSTALLED BY BUILDER. I If-''----··---------------------44'-0"---------------·---------·--0I A ·---·--SCALE: 1"-1'·0' Definition Of Terms 4-.. --MOD BOX FACE OF FRAMING 26'·2" f ~f7'T ~~Jii;6:~LL I'·,··~ ANCHORBOLTS I~' ' . ! WITH WASHER I. ·' ! AND NUT, MIN. I ", · . ",. 1 7" IMBEDDED IN L_ _____ ;__ ____ J 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 simplifrcation, the manufacturer/supplier of !he 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 ----- 0 ORIGINAL PRINTING MJD 6114/18 01 ,-1---------; CRAWL SPACE PLAN SCALE: 3/16'=1'-0" 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: • • a_&.At,_.a ... - •• <(. PROJECT DESCRIPTION; verm.o:a HABITAT FOR HUMANITY FOUNDATION PLAN P.O. Box 566 2677 Route 5 LOT 4,133 GLENDALE RD, NORTHAMPTON MA 01062 Wilder VT. 05088 2 OF 18 SHEET: A1.0 18229 ----------------------·---------------------.. ---· .. -·-•""' -., .............. __ c( ~ >< 0 m ----------------------44'-0" -·--···---··-··--·-··----·······-····-··-··--·······---·······--·--·-·······----· 2X6 #2 SPF RIM FRAMING MATERIAL 2X6 SPF #2 N >-----•.. FIRST FLOOR CEILING FRAMING PLAN SCALE: 3/16"=1'-0" 1------------'•M-·---·····--··-"••••~--M--.------•oeM•---• -------------------------------------------.-....,~~~~~-~----------••••••--···--! c( >< 0 m 44•.o· I (2) 1 3/4''X11 7/8" X36'·0" LVL RIM W/ LEDGER L--1•~1o·_J,,,,L,.4y4·J,,.o·----------2s·-s112"------------ FIRST FLOOR FRAMING PLAN @ RIM LVL LAYOUT DIAGRAM @ TJI JOIST SPAN TABLE @ CEILING JOIST SPAN TABLE @ LVL RIM FASTENING SCHEDULE @ TJI JOIST TO RIM FASTENING en 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 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 DATE PROJECT DESCRIPTION: SHEET TITLE: -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 P.O. Bpx 566 2677 Route 5 Wilder Vl 05088 HABITAT FOR HUMANITY 1 ST FLOOR FRAMING LOT 4,133 GLENDALE RD. NORTHAMPTON MA 01062 1 ST CEILING FRAMING 4 OF 18 SHEET: A2.1 18229 e m1 10n ; erms r-····--· Im Ix lo jal al >< 0 al -~ <!) z ~ 0:: w 6 LL 0 0 et:: LL ~ 0 w z ~ ::J ~ ~ ,Ir •::----------------------44'-0"----------------------· --:~----------------------44'-0"-----------------------: LINE OF ROOF HIGH OVERHANG I LINE OF ROOF LOW OVERHANG 14-"-----------------'------44'-0"-----------------------: ---------------·-------··-··--44'-0"----------------------------------JI ----11'-2 5/8"----J!f-------13'-10 114" ------11~14-4 ---8'-7112"---·~ 2'-0"---8'-3 5/8"--- 1 1 · FLOOR ACCESS FOR SITE CONNECTION OF KITCHEN VENT BOX A TO (2) 1 3/4"X11 718' LVL RIM W/ LEDGER BOX B ------------..!::! TJI HDR.------ --;~ <n (2) 1 3/4"X91/2" LVL HDR. . ---n·--n::::::-n-····· JOIST HANGERS I I l FLOOR ACCESS FOR SITE CONNECTION OF HVAC DUCTS BOX A TO BOX B 5'-6 7/16" .~ 8'-7 112" --- -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 sHe 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 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 {Q\ A5.1 SECOND FLOOR ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN PROJECT DESCRIPTION: TYPICAL ROOF CONSTRUCTION Eave, peak and gable overhangs are 2x6 ladder frames applied to the modular boxes completely external of the thermal envelope. Vinyl sofflt material is applied to the underside and 1x-Meritec 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 lo 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?/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 NEOPDR Graphite Polystyrene (GPS) rigid insulation F5300 Plus Type VIII ASTM C578. The foam core thickness is 11 718", 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 DSB 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.G. Wall sheathing extends above the wall plates to the top of the SIPs panel and is glued and nailed with 2 rows of 6d fasteners @6" o.c. All corners, edges and seams are sealed with ZIP tape. Underside of SIPs panels finished with minimum 1/2" gypsum glued and screwed 12" o.c. in the field and 6" o.c. along the edges. SHEET TITLE: HABITAT FOR HUMANITY 2ND FLOOR FRAMING P.O. B9x 566 2677 Route 5 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT. 05088 LOWER ROOF FRAMING 5 OF 18 SHEET: A2.2 18229 TYPICAL EXTERIOR WALL CONSTRUCTION FINISH SIDING PER PROJECT SPECIFICATION APPLIED PER MANUFACTURERS SPECIFICATIONS 7116" "ZIP" SHEATHINGAA GLUED AND NAILED TO FRAMING ALL SEAMS TAPED W/ "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 1 O" 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: 7/16" FORCE FIELD SHEATHING WITH TAPE NOTES 6~Jj-----._..f ~ j BoxB ! co . 0 ..... co ' °' a:>--__ ~ S ALE: 114"=1'-0" l++f-+-------13'-8" -------++HII Definition Of Terms c~~~ FOUNDATION DESIGN, MATERIAL AND LABOR BY THE BUILDER NOTES &, -I.O I'--I co -I'-- 0 I co 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" NOT USED SC LE: 1/4"=1'-0" SECOND FLOOR FRAMING 12'-10" ci NN ..... @W ..... z en <C _-1 oa. ...., (9 oz M-N ~ =.; ~ ~u. ~LU ...-LU 0) (/) 9'-8 3/4" -------13'-8"--------!tl CEILING FRAMING LU LU en ci C ..... ....- @.)N f-<C (/) (JJ -z ~ ::i NO. =!:I: (9 u.z a. -Cl) :E ~~ -------13'-8"---------tl 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 al site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". All notes containing the term "by bujlder" 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 STAIRS: GENERAL * MIN. WIDTH ABOVE HANDRAIL 36" FINISH * MAX. HANDRAIL PROJECTION INTO STAIRWAY 4 1/2" ' MIN. HEADROOM 6'-8" * RISER HEIGHT MAX. 8 114". 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. 1114" * DEEPEST NOSING PROJECTION MAX. 318" MORE THAN SHORTEST * BEVELING OF NOSING MAX. 1/2", MAX. NOSING RADIUS 9116" * RISERS VERTICAL OR SLOPED FROM TREAD ABOVE MAX. 30 DEG. FROM VERTICAL * OPEN RISER TREADS MUST PREVENT PASSAGE OF 4" SPHERE s i---___ ----I NOTES SCALE: 1/4"=1'·0" / 3'-8" ID CRAWLSPACE ~ ..- -00 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 NOSING$ EXCEPT: MAYBE INTERRUPTED BY POST AT LANDING VOLUTE, TURNOUT, OR STARTING EASING OK OVER LOWEST TREAD * ROUND HANDRAILS MIN. 11/4" • MAX. 2" DIAMETER * NON-ROUND TYPE I HANDRAILS PERIMETER 4"-6 114" * IF PERIMETER> 6 114", FINGER RECESS REQ'D. BOTH SIDES NOTES 1/2WALL-- ..... 0 I °' LANDING ~ ~ :r ..... CRAWLSPACE ------7'-6" 1 I :st (§) ;:; Cl) ~ -~'°~ ,// £:! -f--l ,.... ! I'-- ~ ~ co ? ---5'-8" --~_.1 L-1-~ SLOPED WALL STRINGER A ~ 3'-10 3/8" -+j ~ 3'-21/8" ~ T T 0 2X6 . M l_ b i I M I i 1....-. LOWER LANDING UPPER LANDING I -~~frft11 :.En< verrnod PROJECT DESCRIPTION: HABITAT FOR HUMANITY UPPER LANDING SITE BUil T BY BUILDER STAIR SECTION SHEET TITLE: TYPICAL SECTION P.O. Box 566 2677 Route 5 WIider VT. 05088 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 ST AIR DETAILS ------------------------------------------·--·-·----·····----·-···--·--------··-.. ·-·----·- 6 OF 18 SHEET: A3.1 18229 Definition Of Terms ALL CRAWL SPACE/ FOUNDATION · STRUCTURAL DESIGN, MATERIALS AND LABOR BY THE BUILDER EXCEPT AS NOTED ON THE JOB ORDER SPECIFICATION --·----··----! t=-=-=·=======-==---- LEFT ELEVATION (3.4'\ ~ --·----------------------------- FRONT ELEVATION DESIGN, MATERIAL AND LABOR FOR ALL EXTERIOR DECKS, STEPS TO GRADE, ROOFS AND RAILINGS DOOR ARE BY THE BUILDER AT SITE REAR ELEVATION NO. DESCRIPTION EXTERIOR PORCH AND DECK MATERIALS AND LABOR BY THE BUILDER AT SITE BY DATE 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 VERMOD 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 i 1XB CHANNEL 1 X8SHfJ:i ___ SEAM I RUSTIC PINE LAP PINE TYPE VINYL METAL WOOD WOOD EXPOSURE 8" HOR. VARIES 7-314" 6-3/4" CORNER WHITE WHITE PINE-PINE- BOARDS VINYL VlNYL 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 -----·-· .. -·---1 -·--------- RIGHT ELEVATION PROJECT DESCR! PTION: SHEET TITLE: HABITAT FOR HUMANITY ELEVATIONS 7 OF 18 SHEET: -Builder, The purchaser, who is the contractual purchaser of goods from VW will provide experienced professional contractors in resP.onsible ch~l]t 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~alilM11~~1ilrentli!e'cHllroilgftduilikt~~ffi 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. P.O. Box 566 2677 Route 5 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 Wilder VT 05088 A4.1 18229 -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 -----·----------------·-·--______ ,, __________ , _______ ,, ______ ,_,,,_, __ _ ---·------·---------·-------·----·· --------... ·------·-·----·--------------- SUMMARY OF USE FOR FASTENERS FOR FRAMING 1 VERMOD REFERENCE CODE 1 ----~~-~~~~~_<?~~~AC~N_G, OF FASTENERS REQUIRED PER CONNECTION NAIL LENGTHS ARE MINIMUM, NOMINAL LENGTHS, IN INCHES NAIL SHANK DIAMETERS ARE MINIMUM.NOMINAL DIAMETERS, IN INCHES F3 .. · Ffd ./:'2 --··-····-···-----. . <le/ • . 31/2 i 3 .. ·. X i •.. X .0:162 i. ()J48 CONNECTIONS 2,3 JOIST TO RIM JOIST LEDGER STRIP TO RIM JOIST TO SILL OR GIRDER BLOCKING BETWEE'"'"N-;;JO:c;-;IS""T;-1 ..••• ,ci ..• ,. OR RAFTER TO TOP PLATE BRIDGING TO JOIST - !--RIM JOIST TO TOP PLATE BUILT UP GIRDERS & BEAMS * SPACING ALONG EDGES * # AT ENDS & SPLICES CEILING JOIST TO PLATE CEILING JOIST.LAPS OVER PARTITIONS CEILING JOIST TO PARALLEL RAFTER COLLAR TIE TO RAFTER JACK RAFTER TO HIP, TOE NAILED JACK RAFTER TO HIP, FACE NAILED ROOF RAFTER TO PLATE ROOF RAFTER TO 2X* RIDGE BEAM (DRIVEN THROUGH BEAM INTO END OF RAFTER ROOF RAFTER TO 2X* RIDGE BEAM (TOE NAIL RAFTER TO BEAM TOP OR SOLE PLATE TO STUD END NAIL STUD TO TOP OR SOLE PLATE 3 114 X 0.131 ...... _(TOENAILE=DCL__--1 .... , ...... _ ... , ...... , .... ·-•---•··· ... ,., . -••-·.···•= .. 1----1i--·-···'· ........ , CAP/TOP PLATE LAPS AND INTERSECTIONS EACH SIDE OF LAP DIAGONAL BRACING SOLE PLATE TO JOIST OR .. BLOCKING @ BRACED PANELS (NUMBER PER 16" JOIST SPACE SOLE PLATE TO JOIST OR BLOCKING DOUBLE TOP PLATE DOUBLE STUDS CORNER STUDS Definition Of Terms COMMON NAIL INFORMATION PENNY LENGTH I DIAMETER WEIGHT (in inches) I (in inches) Bril ht. common wire nails 6d 2 0.113 8d 2112 0.131 10d 3 0.148 12d 3114 0.148 16d 31/2 0.162 20d 4 0.192 Deformed Shank Nails m 6d 2 I 0.120 8d 21/2 i 0.120 i 10d 3 i 0.135 12d 31/4 ' 0.135 16d 31/2 l 0.148 ! 20d 4 0.177 {1} A deformed shank nail shall have either a helical (screw) shank or an annular (ring) shank VERMOD REFERENCE CODE: F3,F6 & FB FASTENERS STANDARD INVENTORY AT VERMOD. ALTERNATE SIZES MAY BE SUBSTITUTED PER THE TABLE REQUIREMENTS. V.RC. TO BE USED TO IDENTIFY FASTENERS ON DETAILS IN THIS DOCUMENT. NIA • FASTENERS NOT APPLICABLE TO CONNECTION 1 This fastening schedule applies to framing members having an actual thickness of 1112" (nominal "2-by" lumber). 2 Fasteners listed above may also be used for other connections that are no! listed but that have the same configuration and the same code requirement for fastener quantity/spacing and fastener size (penny weight and style, e.g., 8d common, 8 penny common nail") 3 Fastening schedule only applies to buildings of conventional wood frame construction where wind and seismic analysis is not required by the applicable code. In areas where wind or seismic analysis is required, required fastening shall be determined by structural analysis. Following are conditions for which codes require structural analysis: -International Residential Code -building located in areas where the design wind speed equals or exceeds 110 mph (3 second gust) or assigned to seismic design categories C, D1 and 02 (with detached one-and two- family dwellings in category C being exempt). • International One and Two Fam11y Dwelling Code - buildings other than one story buildings in height in exposure classification A/B 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 .----··-···-·-·"--""-··-··-·-··--·"···-.. --... r··--·-· .. --··-··-·-··-· .. --,--.. ·--.. ,-.. -·---··--·· .. --·-·· - GLUED AND NAILED s NAILED ONLY SPAN NOMINAL ---.--~---·---·-···------.... -....... , I""'-"" Maximum nall spacing Maximum nail spacing RATING PANEL Nail size (inches) Nail size (inches) THICKNESS and type, and type 1 2 (inches) Supported Intermediate Supported Intermediate panel edges supports panel edges supports i6~os. ... 191~2,.518 _ 6d . . 6d . - 200.c. 19/32. 5/8 deformed 12 . deformed -. 240.c. 23/32. 3/4 shank4 . . shank4 . - 240.c. 7/8 8d -12 8d -12 320.c. .. 11s;r·. deformed - -deformed -- shank4 6 . shank4 6 . 480.c. 11/8, 1114 8d --Bd . . deformed (7) deformed (7) shank 4,5 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 sho"'m 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, 19132-inch thick, 20 o.c. rated FLOOR SPAN may be used 0\/er 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/B-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-lnches on center, space naifs a maximum of 6 lnches. 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 ~oles 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 haul this document as the "VM", or "VERMOD" ' 0 ORIGINAL PRINTING MJD 6/14/18 ~ EAVE RIM EAVE RIM I EAVE RIM EAVE RIM ALL RIMS ARE (2) LAYERS OF 1 3/4" X 11 718" LVL ALTERNATE JOINTS IN SAME RIM T LVLRIM CUTIING DIAGRAM. ~----------:1MAX. BOX WIDTHi-1 ----------tt EXT. RIM NOTES: OA 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 ' MAX . MARRIAGE RIM SPAN I BOX V'!IDTH 9112" TJI 230 JOIST MAX. SPAN@40 PSF LL LIMITED TO U480 Dead Load 10 nsf 10 osf 10 osf 10 nsf o.c. Snacinn 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Max. Clear Soan 18'·3" 16'·8· 15'-9" 14'-8" Max. Box Wirlth 18'-10" 17'-3" 16'-4" 15'-3" n,,,.r1 Lo"rl 20 nsf 20Mf 20 nsf. ··. · 20 nof 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 1------i TYPICAL FLOOR SECTION 9 1/2" T JI 230 MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS JOIST FRAMING 14----------!MAX. BOXWIDTH1-I --------..... ~- ~ MARRIAGE __) RIM EXT. RIM MAX. CLEAR SPANl---·---------···-+-ti '--111=--"---------·-.. -... -,JOIST LENGTH1-! ----------...i 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 TYPICAL SPECIES/GRD@ VERMOD WOULD BE #2 SPF OR #2 SPFS DEAD LOADS PER IRC TABLE R301.4 LIMITED TO li240. BOX WIDTH MAY BE EQUAL TO OR LESS THAN THE MAX. DIMENSIONS. SEE PRODUCTION PLANS FOR ACTUAL BOX WIDTH DIMENSIONS MOD BOX WIDTH ALSO LIMITED BY TRANSPORTATION LIMITS STACKED BOX CEILING JOIST 2X6 CEILING JOIST: 15'-2" CLEAR SPAN 16'-0" MAX.BOX WIDTH J (li---- RIM1 - RIM2 a--~ _,;,,,,+- 8 f TYPICAL CEILING SECTION 2X6 FRAMING (STACKED MOD BOXES) ; . . ; I r CD CD (f:1) I i . . • RIM BUTT JOINT RIM END -·-;;;,,;;;:;,:===~-----i,--;-;,:--;;:-;:;:-;;:-;;;;-;:::==-:::c:-:-=-::---l-:-:--r-::-:-:-,-=-:-.-:-'.7".------~---------A 2X2 LEDGER TO RIM 1 4) 1 Od* BELOW EACH T JI ____ H RIM TO RIM END OF BEAM 4 3 112" GRK SCREWS B T JI BOTTOM CHORD TO LEDGER 1 1 Od' EACH SIDE OF WEB I RIM TO RIM EA. SIDE OF BUTT JT (4) 3 112" GRK SCREWS EACH CD RRl 1 MM 21TTOO TRJIMI T 1 0P CHORD j1J 10d*.EACHSIDfOF WEB ___ . __ SIDE OF JOINT 2 ROWS 10d* 12" o.c. J Rfr.Ef TO RIM 1 (IN FIELD) (2)ROWS.31/2''GRl<ScREWS . E SHEATHING TO RIM 2 . §.r QE£._§tlli!S:.@_~Q.C. ____ _.@j6:Q.<::, ____ ·------ F SHEATHING TO RIM 1 ·~ 6d* DEF. SHNK. 6" o.~c-. --!---+-------- G SHEATHING EDGE TO TJI 6d* DEF. SHNK. 6" O.C. sHEi\Tl-liNG FIE[Dfo"fJf 6d* DEF. SHNK. @ 6" o.c. ' PENNY NAIL SIZE OR PNEUMATIC EQUAL T JI JOIST TO RIM FASTENING PROJECT DESCRIPTION: RIM FASTENING ENDS AND BUTT JOINTS SHEET TITLE: ..•. ,~~·[~J~•,1:\• v errnod HABITAT FOR HUMANITY FASTENING SCHEDULE P.O. Box 566 2677 Route 5 W'ilder VT. 05088 LOT 4,133 GLENDALE RD. NORTHAMPTON MA 01062 8 OF 18 SHEET: A5.0 18229 : 1" / IX1 ·~. -X I lH : : ,\ , SIPS PANEL RIM -~ ' -I SIPS ROOF PANEL STAN~RD l4 112": I ----------:: OPT. I 1 ol,' __ , ~J-~~~~~r~"\f;:;;;;:;:.::;;;;::::;::::::::==5 ~ ~ ~ · \_ 518" GYPSUM / I v/ 3/4"X10" OSB / ' / RIGID FOAM PLATE __ __,' / ,/ WEDGE 2X4 TOP PLATE ~y f:'--,..'---518" GYPSUM ' ' 7116" 'ZIP' SHEATHING -I "~'-2X4 STUDS@24" O.C. P A50.1J_:Q_! TYPICAL SIPS PANEL, EAVE ROOF/ SCALE: f'=1'-0':· CEILING RIM 2X4 STUDS@24" O.C. -~ ~-':., 7116" 'ZIP' SHEATHING _. 2X4 SOLE PLATE ~ ---.'-..... \ '-. ~ "'~ ,., ____ 5/8" GYPSUM II ,-3/4"T&G \ STURDI FLOOR 1 @ '" (2) 1 314,,X11 718.. 9 1/2" T J 1 1,230 JOIST@ 19.2" LVLRIM -/1 Xi. I '\ Ho::---':ll------A--i...-";--\--+,--L INSULATION \ \\\\ M~ §a~. L = \ 7/16" 'ZIP' SHEATHING -2X2LEDGER K --Ai4=: 10.0 TYPICAL EAVE RIM UPPER BOX SCALE: 1"=1'·0" ' "" g --2X6SEAT ~ I __.,r-lNSULATION ./"-.. /// BAFFLE -!E----,,1------,,.,,,,>,,..-,,<""r--,-• .,,.,-"--r I g IX 2X6 Jol~T@ 16" o.c. a II ~ ~ 7 -/J!i~r=:;;;:::i;~~;=;.fr_ ~:::,,=~ \::::::=5/::::B"=G:::::Y::::PS::::U:::::::iM 3/4"X10" OSB / ; '~ 7/16"X10" PLATE _/ / OSB PLATE I 2X4 TOP PLATE .1 ,.!·---5/8'' GYPSUM 7/16" 'ZIP' SHEATHING -l ._~ -1---+--,:\_ -2X4 STUDS@ 24" O.C. F Ai50.10.0 I·-· ·- TYPICAL EAVE CEILING RIM SCALE: 1"=1'-0" If---10" ··-~ 2X4 STUDS @24" o.c. -I~ [ "-I 11-~---5/8" GYPSUM 7/16'"ZIP' SHEATHING -l "-.11 3/4" T&G 2X4 SOLE PLATE ---\ ':.I '\· STURDI !'----... , FLOOR [k''·b 1 /"Ix: "(2) 13/4"X11 7/8" g LVL RIM -I Cl 1! 91/2" TJI 230 JOIST@ 19.2" IX.I.. F ~ L7115" 'ZIP' SHEATHING ~2X2LEDGER A ... Ai4~.10.0 TYPICAL EAVE RIM SCALE: i '=1'·0' Definition OfTerms rv; x " :,,J [/\ , .. ~---SIPS PANEL RAFTER " u SIPS ROOF PANEL STANdARD ~4 1~ - OPT. ~-101, --,~"'g'.'.'l~~=;;:;:==;;:::::::::::::::::::::=:=' A ~ ""\ I / / / L 518" GYPSUM I .· (/ 2X4 TOP PLATE __j r"· ." 5/8" GYPSUM 7/16" 'ZIP' SHEATHING -l ~>~zx4 STUDS@24" O.C. --li4--f 10" l--'lf..1--- Q _ 17-~.10.o TYPICAL SIPS PANEL.END WALL 1-S-CA-LE~: 1-.. ,,-1'--0" _ __,ROOF / CEILING RIM 2X4 STUDS @24' O.C. 7116" 'ZIP' SHEATHING 2X4 SOLE PLATE .,_ x "'RIGID g INSULATION 8 ;:;;; /'.._ L Ii 42.10.0 SCALE: "=1'-0" >,.., x· 0 .Jll. ·o 0, .. ·~;,' 3/4"X10" OSB PLATE ·f--10"-~ £ l •;----518" GYPSUM 3/4"T&G \ STURDI \ FLOOR l 4t-1 9 1/Z' TJI 230 JOll 19.2" O.C l__7/16" 'ZIP' SHEATHING TYPICAL END WALL RIM UPPER BOX r----2X6SEAT I I M 2X6 JOIST @ 16" O.C. ·~ 7' 2$ I "-. 518" GYPSUM I ~7/16"X10" OSB PLATE 2X4 TOP PLATE --· _; r" 7/16" 'ZIP' SHEATHING --• '1"-~ C-··--·--5/8" GYPSUM G Ii 50.10.0 ! ::;CAI F: "=1'-u I '··-- ,~10"--1, 2X4 STUDS @24" O.C. TYPICAL END WALL CEILING RIM 2X4 STUDS @ 24'' O.C. -'"' . '~ ---5/8'' GYPSUM 3/4"T&G 7/16'"ZIP' SHEATHING --1 2X4 SOLE PLATE \'1~ ~ t'x '\· STURDI FLOOR i ., x "RIGID g INSULATION Cl 0 ;:;;; /'.._ 8 I Ii 40.10.0 I -·- SCALE: 1 "=1'-0" -::: 4iJ 9 1/2" T JI 230 JOIST@ 19.2" O.C. JI, 1 F I l__?/16" 'ZIP' SHEATHING TYPICAL END WALL RIM -Bullder,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 al site, including but not limited to building, mechanical, electrical, plumbing, and site work. The purchaser will be identified throughout this document as the "builder". All notes containing the term "by buUder" are defming 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 throuohout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJO 6/14/18 [.. . :tv /IX !-~~ j\ _ J--SIPS PA~~R~ ------ STANtjARD ~~ L -SIPS ROOF PANEL OPT. ~---10 --l :::t ------- ~ ~.2';'.S., / 1 / '-5/8'' GYPSUM 3/4"X10" OSB / / // ''-....._ RIGID FOAM PLATE _/ / / WEDGE 2X4 TOP PLATE _J f ",,, : 5/8" GYPSUM 7/16" 'ZIP' SHEATHING --1 -~. -2X4 STUDS@24" O.C. --S J M?o.10.0 TYPICAL SIPS PANEL, PEAK, ROOF/ 1-:s=cA""'LE,..,,,: I ;""";=.,,.1·-0=:---CEILING 11~1~1~{--' v.e r\m o a P.O. Box 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 ·-··--·--····-··-------------------------------------------- SHEET TITLE: TYPICAL FRAMING DETAILS ! 9 OF 18 l SHEET: A5.1 18229 'ZIP' TAPE SEAM \ 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING 'ZIP'TAPE SEAMS I 518" GYPSUM GLUED &SCREWED TO FRAMING ~n---TOP PLATES GLUED & NAILED TO CEILING FRAMING .. ,. +.+-"'fttt-R 40 FIBERGLASS DENSE PACK INSULATION 'ZIP' TAPE SEAM BEADS OF ADHESIVE SEALANT 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING 5/8" GYPSUM GLUED &SCREWED TO FRAMING -TOP PLATES GLUED & NAILED TO CEILING FRAMING / -INSULATION '----INSULATION ,_i_E§~i---~------BA-FF-LE ___ _,_;~~1---~--.. ·----.. ------BA-FF-LE--< K ,___ci4_2._oo_.o __, TYPICAL THERMAL ENVELOPE EAVE L Ki42.oo.o TYPICAL THERMAL ENVELOPE END RIM @ UPPER FLOOR SCALE: 1 .. =1._0,, WALL RIM @ FLOOR CALI;: 1"=1'-0:.... ........ ~--------------------j--'-~~~--.~---------------1 '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 INSULATION BAFFLE \ . 518" GYPSUM GLUED &SCREWED TO FRAMING , '""1+--TOP PLATES GLUED & NAILED TO CEILING FRM11NG TYPICAL THERMAL ENVELOPE EAVE RIM @ CEILING ,.. .............................. R 43 FIBERGLASS .-.-,.,,.,.,-,~'-c,--.,.... DENSE PACK INSULATION 518" GYPSUM GLUED &SCREWED TO FRAMING 'ZIP' TAPE ALL HORIZONTAL & VERTICAL SEAMS 'ZIP' SHEATHING GLUED & NAILED TO FRAMING G K50.00.0 1-------l 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. ~ . § 'ZIP'TAPE ~ :a SEAMS __ .,)" i.¥:,;~f::f f r,~~~~~i'i ·.:,· ·:·: :, ,· •';.· •,:n._;-•~ Y I L 'ZIP'TAPE ALL SEAMS 'ZIP' TAPE SEAMS TYPICAL THERMAL ENVELOPE EAVE R!M@FLOOR Definition OfTerms I Ki40.00.0 ~PERIMETER / FIBERGLASS I DENSE PACK / INSULATION ,.,•.· .. ·,u.1.1-INSULATION BAFFLE 5/B" GYPSUM GLUED &SCREWED TO FRAMING '"'-4-1-TOP PLATES GLUED & NAILED TO CEILING FRAMING TYPICAL THERMAL ENVELOPE END WALL RIM @ CEILING ,.....,.---R 43 FIBERGLASS ..,...,.,,--,,,-~~,..,., DENSE PACK INSULATION 5/8" GYPSUM GLUED &SCREWED TO FRAMIMG · -SOLE PLATES GLUED & NAILED TO FLOOR L__ '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 bullding Inspector. All such work and material shall be in compliance with applicable buDdlng 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 '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 S ... 01_~:oo.o SCALE: 1"=1'-0" TYPICAL THERMAL ENVELOPE SIPS PANEL, EAVE RIM @ ROOF I CEILING ••~~i1t~~~fs1· Verm<Jd P.O. Box 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4,133 GLENDALE RD. NORTHAMPTON MA 01062 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: 3-112" (R14) • 5-112'' (R-23) MINERAL WOOL J 10 OF 18 l TYPICAL THERMAL SHEET: ENVELOPE DETAILS A5.1T 18229 SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION d er: 0::: 0 8 re II d er: 0::: 8 Cl OUTER JACKS: R.O. HT. -11/2" INNER JACKS: R.O. HT.+ 3 112" OUTER HEADER: R.O. WIDTH + 3" INNER HEADER: R.O. WIDTH + 10" K 93.50.0 TYPICAL WALL SECTION AT DOOR SCALE: 112"=1'·0" SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION 3/4"X10" 088 TOP PLATE 7/16" ZIP SHTG. 5/8"GYP. \ \\ L_ 2X4 TOP PLT. 5/8'GYP. A A93.10.0 TYPICAL EXTERIOR WALL FRAMING 8 . ••• "=i~-.. SECTION Definition Of Terms 6i.~~~Lb~IEN~R~~ ~--···--~~ OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING ® TOP PLATE 2X4 INNER HEADER UNLESS OTHERWISE NOTED I U) w ~ > :t I d er: 0:: 8 Cl \\ 1/2"X10" HEADER BUCK-' I OUTER HEADER PER SCHEDULE I 2X4 JACK STUDS -- ~ 1 I 2X4 OLE PLATE ~ OUTER JACKS: R.O. HT. -1112" INNER JACKS: R.O. HT. + 3 1/2" OUTER HEADER: R.O. WIDTH + 3" INNER HEADER: R.O. WIDTH+ 10" re + d er: 0::: 8 Cl SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION WINDOW HDR. PER SCH. JACK LENGTH: HEAD HT. -1" LOWER CRIPPLES: HEAD HT. -(R.O. HT.+ 3 1/2") HEADERS: R.O. WIDTH + 4' SILLS: R.O. WIDTH+ 1" 8 ~9~~40.0 TYPICAL WALL SECTION AT WINDOW ... U) IJ.J ii: ~ i--: :I: _, _, ~ ,. SEE PRODUCTION PLANS FOR ROOF CEILING CONDITION ,•= CEILING SYSTEM ·--· 5/8"G yp ~ 2X DER BL 4LAD OCKS c.-@24"/ ( 0. ~ r < 5/8" GYP = = ' FLOOR SYSTEM --ill T /' I / ! 9 N ' .. :'11 .. I ' q N ,. I . I I I ~ N I -·---- TYPICAL BLOCKING FOR WALL INTERSECTIONS OPENING FRAMING SYMMETRICAL ABOUT CENTERLINE OF OPENING 2X4 CRIPPLES \ TOP PLATE --i \ I \ 0 ® r 2X41NNER HEADER UNLESS OTHERWISE / NOTED 2X4 SILL ---- L 1/2"X10" HEADER BUCK I L OUTER HEADER PER SCHEDULE I 2X4 SOLE PLATE co JACK LENGTH: HEAD HT. -1" LOWER CRIPPLES: HEAD HT. -(R.O. HT. + 3 1/2") HEADERS: R.O. WIDTH + 4" SILLS: R.O. WIDTH + 1" TYPICAL WINDOW FRAMING -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 ihe local building inspector. All such work and material shall be in compliance with applicable building codes. NO. DESCRIPTION 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 _, _, • <(" • 3:: 0 z UJ 0::: w z ~ 5/8"GYPSUM OUTER EAVE WALL MTL. GYPSUM CLIP _ _,_,~ - ~--7/16' ZlP SHEATHING 1<11------BOX LENGTH (72' MAX.)-- s A90.10.0 SCALE· 1 "= '· " HEADER EXTERIOR DOOR UNIT TYPICAL EXTERIOR WALL CORNER ....._ _ __,+I--~ DENSE PACK INSULATION ... ~--~ 5/8" GYPSUM ~·...______ 11/2" POLY ISO. ~ RIGID INSUL FINISH CASING TYPICAL EXTERIOR DOOR HEAD DETAIL I I EXTERIOR DOOR UNIT_/ I DENSE PACK ..JI INSULATION SCALE: 1 112'=1'·0" DOOR UNIT . ' KICK BOARD ./~ TYPICAL EXTERIOR DOOR JAMB DETAIL -+- , !a! .. /_/-· I·· FLOOR SHTG . ·-1 " TS , LVLRIM JOIS . , FLOOR SYSTEM ' J\ /' . >(I !/ TYPICAL EXTERIOR DOOR SILL PROJECT DESCRIPTION: SCALE: 1 112"=1 '·0' WINDOW WITH INTEGRATED NAILING FLANGE--~ t \ -FINISH CASING L EXTENSION JAMB 0 i--:. -... ---l TYPICAL WINDOW HEAD DETAIL SCALE: 1112"=1'-0" EXTENSION JAMB WINDOW WITH INTEGRATED NAILING FLANGE FIMISH CASING DENSE PACK INSULATION \ 5/8" GYPSUM ... z2" SHEATHING BUCK TYPICAL WINDOW JAMB DETAIL SCALE: 1 112'=1 '-0" WINDOW WITH INTEGRATED NAILING FLANGE 1/2" SHEATHING BUCK------<+,-...- DENSE PACK INSULATI0~1------m-~· /FIN~HSILL FINISH CASING 5/8" GYPSUM ~1--10"----.. TYPICAL WINDOW SILL DETAIL SHEET TITLE: dlilltit{i;1t .... Ver111od HABITAT FOR HUMANITY EXTERIOR WALL DETAILS P.O. Box 566 2677 Route 5 W°Hder VT. 05088 I LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 ! ! 11 OF 18 I SHEET: A5.2 18229 '>'··---BEDROOM 2 '", .. "ii !I ., , I , \_ It-· , I '-,. '-·~- FLOOR ACCESS FOR SITE CONNECTION OF HVAC DUCTS BOX A TO BOX B ·······-f::~ ! I r= / -<1 BEDROOM 3 I \, CQ ll;-i fl: ~. ~::;:Je~~~' ,, [lu-........... __ " KITCHEN LIVING/DINING BEDROOM Definition Of Terms RISERS TO 2NDFLOOR -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" NO. DESCRIPTION BY DATE 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 ~'0s sO~ ':,.'o~ 'v'J" SITE CONNECTION BOX A TO BOX B MATERIAL AND LABOR BY THE BUILDER BEDROOOM 3 SUPPLY 6" ROUND DUCTS TYPICAL SCALE: 3/16"=1'·0" BEDROOOM LAV 1 SUPPL y RETURN FIRST FLOOR HVAC 11 ~K\1! 11:I~:!1If:i . V.Je···.rm oa· P.O. B!)X 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST FLOOR AND 2ND FLOOR MECHANICAL PLANS --··------------------------------------------------------------------------------------------------------------------------ 112 OF 18 I SHEET: M0.1 18229 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, CIRCL!IT 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. WIRINGi:lETWEEN 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/ 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 ! 1 = 3 WAY SWITCH ~·--= 4 WAY SWITCH l! = WEATHERPROOF SWITCH !· 0 ~--: ;:~::HONE JACK ~ = CAT5 E wrrv csrrv lf ,. E!--1. :: TELEVISION @ ~ = CO DETECTOR @> •~ = SMOKE DETECTOR e "ii = 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 BOX A LB = GENERAL LIGHTING BOX B GD = GARBAGE DISPOSAL GFB = GROUND FAULT BREAKER GFCI = GROUND FAULT CIRCUIT INTERRUPTER RH = RANGE HOOD H-MW = HOOD-MICROWAVE DW = DISHWASHER W =WASHER D = DRYER CV =CERV CA =CONDENSER BOX A CB =CONDENSER BOX B FR :::FLOOR RECEPTACLE SUGGESTED PANEL LAYOUT JOB NUMBER: 18229 SIZE: 200A (40 CIRCUIT) DESCRIPTION DIRECTORY K1 REFRIGERATOR L OUTLETS 1 20A KITCHEN ARC GFI 2 20A ARC LIVING K2 COUNTER OUTLETS OA ITCHEN R G I j 5 K3 COUNTER OUTLETS 6 ,---!-"2=0A'-'"'K,_,,_ICHEN ARC GFl._+--+--='-'~"'--'=-'-""'--'-----1 DW DISHWASHER ' 7 . 2QA_ ARC GFt_________ S . I~ H-MW I MW RANGE HOOD 1 2 A ARC GFI 11 B BATH 1st FLR _2.llA__GFI E 13 115 LB GEN LIGHTING /i,, _1 __ 7--i--=D~C=l=O=TH~E=S~DR_Y_E_R,_/1____,_· _1 a--+-_R_R_A_NGE------1 ( L 30A BREAKER ( I 40A \J1g \j20 >---+---------+---+--------C];: ,---~--o ·_A ____ ~--~ N_x _ D_J ___ N ___ s ___ E_R ._A ___________ +-::-···· l !~~ij,::FOR SOLAR 25 WH WATER HEATER '1 26 RESERVED FOR SOLAR , __ ........ _,__3_0~A BREAKE~R __ CIRCUIT 21 !2a ' 29 '30 i31 32 I 33 i34 ,35 36 i37 39 140 BOX TO BOX HARNESS DIAGRAM BOXB -, SERVICE PANEL_. STAIR LIGHT/SWITCH WIRE COILED TO BE SITE CONNECTED BY BUILDER ·· -BOX A WIRING COMPLETE TO SERVICE PANEL ~----1-CONDUIT SPARE PANEL CRAWL SPACE TO BOTTOM OF JOIST ALL CRAWL SPACE ELECTRICAL MATERIAL AND LABOR BY THE BUILDER TO BE TESTED AND APPROVED BY THE 1--De-fin-i!i-on_o_n_er-ms---------------------------LOCAL BUILDING DEPARTMENT. 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 responsibllHy, 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 PVC CONDUIT RISER FOR HOME RUNS FROM BOX B --~.- 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. SPARE__/ D =~--SERVICE PANEL DETAILS 1-8-c -LE~:-___ __, WORKING CLEARANCES PROJECT DESCRIPTION: LOAD CALCULATION JOB NUMBER 18229 BUILDING TYPE SINGLE FAMILY SIZE 14 X 44 AREA 1232 SF {ALL FLOORS) JOB NAME HABITAT FOR HUMANITY 1 2 3 4 5 6 7 8 9 10 -- E 3W per SF {exclude garage & covered patios) 3 X 1232 = Min. 2 small appliance circuits at 1500W each, each additional small appliance circuit at 1500W 1500W Min. 1 laundry circuit at 1500W ~-~-=M••••-. - Well pump 2000W Dish Washer 1200W --- Microwave 1500W -·- Electric clothes d er 5000W ... Water Heater i 4500W r-::··- Electric cook to 3600W ... ·-,.,~·······~---- Single oven 4800W -- Double oven BOOOW --- , 900W I ::~·- 1200W ... ·-·------1000W Central vacuum 1500W ··- Hot Tub 2000W ... Enter the sum of 1 · 4 100% of the first 10000VA Subtract line 6 from line 5, multiply by 40% 1796 & enter in right column Determ1ne largest of the heating or cooling load. When using nameplate rating of heat 1 pumps or AC, multiply "minimum circuit ampacity" times the voltage (240) ··------·· If only size (tonnage) is known, use 1800W per ton Add numbers in right column and enter total1 Divide the total by 240 = amperage (round up for the panel size 100 or 200 amp) ' Installing a 200 am 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 37 112" BATH VANITY OUTLET 241/2" J-BOX FOR PENINSULA OUTLET 20" DISPOSAL 16" STANDARD WALL OUTLET STANDARD CABLE JACK STANDARD PHONE JACK COOK TOP 12" DISHWASHER 8" GAS RANGE 3 1/2" EXTERIOR OUTLET SWITCHES ( to bottom of box ) 60" EMERGENCY BOILER SHUT OFF 47" STANDARD WALL 42 1/2" VANITY SWITCH STANDARD COUNTERTOP SWITCH LIGHTS 82" FLOOD LIGHTS 72" EXTERIOR LIGHTS 67" RANGE FAN 66" WALL SCONCE 54 1/2" UNDER CABINET LIGHTS 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 ROUGH ELECTRICAL HEIGHTS SCALE:-- SHEET TITLE: 3696W 3000W 1500W 2000W 1200W 1500W 5000W 4500W 3600W 4800W NIA NIA NIA 1000W N/A NIA 21358W 89A 200A II Ve HABITAT FOR HUMANITY ELECTRICAL NOTES P.O. Box 566 2677 Route 5 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 Wheler VT. 05088 j 13 OF 18 I SHEET: EO.O 18229 co >< 0 co BOX B CIRCUITS COILED AT STAIRWELL BUILDER TO COMPLETE TO SERVICE PANEL SWITCH LEG FEED TO 1STFLR SWITCH CONDENSER WALL MOUNTED HEAT PUMP SYSTEM BY BUILDER LOCATION ~ r----,~ wpgfc L.-.. -_J, ..................... . <C >< 0 co LIVING I DINING e 1ni 10n erms BOX A CIRCUITS WIRED DIRECT TO SERVICE PANEL -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" EXTERIOR OUTLETS WEATHER PROTECTED NO. DESCRIPTION 0 ORIGINAL PRINTING BY DATE MJD 6/14/18 MINIMUM 300 SF SOLAR READY ZONE ON ROOF ABOVE WIRING CHASE TO BE ON THE EXTERIOR OF THE MOD BOXES BUILDER TO SUPPLY DESIGN, MATERIAL AND LABOR FOR ACTUAL SOLAR INSTALLATION N SECOND FLOOR ELECTRICAL PLAN SCALE: 3/16"=1'-0" RANGE HOOD/MICROWAVE ~ Ceiling Fan {/~ CEILING FAN ROUGH IN FIRST FLOOR ELECTRICAL PLAN P.O. Box 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST FLOOR AND 2ND FLOOR ELECTRICAL PLANS j140F18I SHEET: E0.1 18229 SOFFIT BEDROOM2 FLOOR ACCESS FOR SITE OOO 1 2 CONNECTION OF HVAC CVR DUCTS BOX A TO BOX B 00 FLOOR ACCESS FOR SITE CONNECTION OF KITCHEN VENT N SCALE: 3/16"=1 '-0" 1112" BOW VENT ~ '"""''''-Ll 1112" DRAIN~ SECOND FLOOR DWV PLAN LIVING / DINING KITCHEN BEDROOM1 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 ari 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 D FIRST FLOOR DWV PLAN I I 1~liltfil;{': ..• ve>rmod P.O. Box 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST AND 2ND FLOOR PLUMBING DWV PLANS I 15 OF 18 I SHEET: P0.1 18229 TUB/ F SHOWER A [r A F C C LAV ~' )~, 1!{" .. A_,,:,,,/ ~,, WC. //'A "~ ?5<f LA~~ WATER ,,> HEATER Cf A'~ ft WASHER ~ , RISERS IN BOX A BUILDER TO A~ 1 BOX , , CONNECT TO BOX B SUPPLY PIPING <A E WC ,A~ AB ~ "'A A'-:::--~ ALL MATERIAL AND LABOR TO COMPLETE SUPPLY PIPING IN CRAWL SPACE IS BY THE BUILDER PER APPLICABLE CODES ~~ " ALL H&C PIPING TO BE PEX WATER SUPPLY SYSTEM -------=COLDWATER SUPPLY -------= HOT WATER SUPPLY 3" MAIN ST ACK VENT & VENT THRU ROOF 21 DWVSYSTEM = DRAIN MATERIALS = VENT MATERIALS ':!.'l.,'f.. <?,.'f)'i (I-'] l)/ ~ 3" MAIN STACK VENT 57 i & VENT THRU ROOF I I 21~21 BOW VENT KITCHEN SINK DRAIN STUBBED TO BASEMENT (6~~)---· · -= RADON VENT MATERIALS 4-= SITE CONNECTION BETWEEN BOXES AND BOXES TO BASEMENT f DWV FITTING SCHEDULE PART# DESCRIPTION 1 1-1/2" 90° ELL 2 1-1/2" LS 90° ELL 3 1 • 1 /2" SANHEE 4 1-1/2" WYE W/ 1/B" BEND 5 1-1/2" DBL TEE 6 1-1/2"WYE 7 1·1/2" COUPLING 8 1-1/2" 1/8'' BEND g 1·1/2" P-TRAP WI CLEAN-OUT 10 TUB DRAIN & OVERFLOW 11 1-1/2" 45° ELL 21 2" 90° ELL 22 2' 90° LS ELL 23 2' SANI-TEE 24 2' WYE WI 118" BEND 25 2' DBL TEE 26 2'WYE 27 2'COUPLING 28 2' X 2" X 1-1/2" SANI-TEE 29 2' 1/8" BEND 30 2" P-TRAP WI CLEAN-OUT 31 LAUNDRY STAND PIPE (18"-36') 32 2' X 2" X 1-1/2" WYE 33 2' X 2" X 1-1/2" WYE WI 118" BEND 34 2' X 2" X 1-1/2" X 1-1/2" DBL TEE 35 2" X 1-112 COUPLING 36 CONTINUOUS WASTE 37 2'' X 1-112" X 2" SANI-TEE 38 2'' 45• ELL 41 3" 90° ELL 42 3'90° LS ELL 43 3"SAN-TEE 44 3" WYE WI 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" M/2" WYE 52 3" X 3" X 2'WYE 53 3' X 3" X 1-112" WYE WI 1/8'' BEND 54 3' X 3" X 2" WYE WI 118" BEND 55 3' X 3" X 2" X 2' DBL TEE 56 3" X 3" X 1-1/2' X 1-1/ 2" DBL TEE 57 3" X 2" COUPLING 58 3" 45° ELL 61 4' CLOSET FLANGE 62 4" X 3" CLOSET ELL 63 4'90° ELL 64 4' 90° LS ELL 65 4'WYE 66 4' SANI-TEE 67 4" WYE WI 1/8'' BEND 68 4' X 4" X3" SANI-TEE 69 4' X 4" X3" WYE 70 4' X 4" X3" WYE W/ 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 ~---·-------··-···-··----·---------------------------------! , MINIMUM DISTANCE FROM TABLE A I ' ~---M_!~~~U_M_DI_ST_'A_N_C_E~R_O_M_T_'A_B_~_E _A ___ ,i: , MINIMUM DISTANCE FROM TABLE • MINIMUM DISTANCE FROM TABLE A ,.. . I' ' NOTES D C GENERAL PLUMBING NOTES 1. ALL DRAIN, WASTE, & VENT LINES ARE SCHEDULE 40 PVC 9. ONE (MIN.) 3" MAIN STACK VENT PER DWELLING. 10. ONE (MIN.) 2" FUTURE VENT PER DWELLING (WHEN APPLICABLE). t ALL PLUMBING CONNECTIONS BETWEEN FLOORS ARE THE RESPONSIBILITY OF THE BUILDER -~ _w~ 8" J~ NO FIELD CUT HOLES IN HATCHED ZONES La 2XDa i Da ~-Lb 2XLb Job ~ .I ~ 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 FITIINGS. 2. ALL PLUMBING CONNECTIONS, FIXTURES, ETC. IN THE BASEMENT IS I ARE THE RESPONSIBILITY OF THE BUILDER 3. PITCH ON HORIZONTAL WASTE LINES ARE 114" PER FOOT. 4. PLUMBING ACCESS PANELS SHALL BE PROVIDED PER APPLICABLE CODES. 5. TUB & SHOWER PROTECTION SHALL BE PROVIDED PER APPLICABLE CODES. 6. AIR ADMITTANCE VALVES ARE NOT PERMITTED IN THE STATE OF MASSACHUSETTS. 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.O 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 throurihout this document as the "VM", or "VERMOD" NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6/14/18 ~· ... 1.1 ,,.'... .. I rfiinimurif · ~-------------------·«- ROUND HOLE SIZE General Notes -HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE 118" 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.) UN!FORML Y LOADED JOISTS MEETING THE REQUIREMENTS OF THIS GUIDE, ONE MAX. SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. -DISTANCES ARE BASED ON THE MAX. UNIFORM LOADS SHOWN IN TRUS JOIST T JI JOIST SPECIFIER'S GUIDE T J-4000 -DO NOT CUT OR NOTCH FLANGE. PROJECT DESCRIPTION: :: •i• i . ~,• : NO FIELD CUT HOLES 8" 1m nrmum IN HATCHED ZONES ---·--··--------------~ SQUARE OR RECTANGULAR HOLE SIZE DEPTH T JI 2" i 3" 4" 5" 6 1/2" g 112" 2so 1 '-o" I 21~0" ~3, ... on 4,::5,, s· -o··- 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. ALLOWABLE HOLES IN 9 1/2" 230 T JI FLOOR JOIST SHEET TITLE: ·····1·1~fij.t1!\1.:'\)·, ·vermdd HABITAT FOR HUMANITY PLUMBING ISO DWV AND SUPPLY P.O. Box 566 2677 Route 5 Wilder VT. 05088 LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 I 17 OF 18 j SHEET: P0.3 18229 e 1rn 10n erms BEDROOM1 THRUWALL~ DROPS TO 1 ST FLOOR -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. -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" THRU FLOOR KITCHEN NO. DESCRIPTION BY DATE 0 ORIGINAL PRINTING MJD 6114118 N SECOND FLOOR WATER SUPPLY PLAN SCALE: 3/16"=1'·0" FIRST FLOOR WATER SUPPLY PLAN --~~~1f~f v•errm oa P.O. B~x 566 2677 Route 5 Wilder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 SHEET TITLE: 1ST AND 2ND FLOOR PLUMBING SUPPLY PLANS -~~----------------------------------------------------------------------------------~ j 16 OF 18 j SHEET: P0.2 18229 3 1/2" GRK SCREWS @48"0.C.-~ (2) ROWS 2" NAILS D1RECT@4" O.C. ··\ 112" 'ZIP' SITE SHEATHING RIGID FOAM COMPRESS ES DENSE PACK PILLOW (2) ROWS 2" NAILS DIRECT @4' O.C. \ 112" 'ZIP' SITE SHEATHING--~ RIGID FOAM COMPRESS ES DENSE PACK PILLOW F 1------;STACKED BOXES EAVE RIM FASTENING G >--_____ __, 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 DIRECT@4" O.C. \ 112" 'ZIP' SITE SHEATHING FASTEN ANCHORS TO SILL AND RIM __ _, ~;-e~g;~--=_ 2/2XB P-T SILL BY BUILDER 1/2" DIA. ANCHOR BOLTS WITH WASHER AND NUT, MIN. 7" IMBEDDED IN CONCRETE BY BUILDER A ,___ _ ___, TYPICAL EAVE RIM TO SILL FASTENING Definition OfTerms SC LE: 3 4"=1 '-0" 1/2" 'ZIP' SITE SHEATHING FASTEN ANCHORS TO SILL AND RIM 112" 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 •·11-fil~Jt~)/1.ft•• vermod P.O. Box 566 2677 Route 5 Whder VT. 05088 PROJECT DESCRIPTION: HABITAT FOR HUMANITY LOT 4, 133 GLENDALE RD. NORTHAMPTON MA 01062 2 BOX 2 STORY CONFIGURATION Id\ Ila SHEET TITLE: I 18 OF 18 I SHEET: S0.1 SITE BOX TO BOX AND BOX TO FOUNDATION FASTENING 18229 --~-----------------------------------------------------~ ---------------------------------- 0 Generated by REScheck-Web Software VI Compliance Certificate Project 18229 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) 133 GLENDALE RD. NORTHAMPTON, MA 01062 Compliance: Passes using UA trade-off Compliance: 51.9% Detter 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 OOES NOT provide an estimate of energy use or cost relative to a minlmum-c:ode home. Envelope Assemblies Gross Area Cavity Cont. Assembly _or R-Value R-Value U-Factor UA Perimeter Ceiling: 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 building s been designed to meet the 2009 IECC requirements In REScheck Version : 'fScheck-Web and to comply with the mandat r ments listed In the REScheck Inspection Checklist. NaJ?.~T~ eh') Lovtnu~ / ~U;\ ' D~JZq J /0 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: 18229 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 1 of 7 G6 Generated by REScheck-Web Software Compliance Certificate Project 18229 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 HOD) 133 GLENDALE RD. NORTHAMPTON, MA 01062 ompliance: 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 Max,murn UA: 241 Your UA: 116 Design er /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-oft rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Ca ity C t Assembly _or R-V:lue R-;;,~e U-Factor UA Perimeter 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 building has been designed to meet the 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name -Title Signature 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: 18229 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 1 of 7 ti""~ 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 Plans Verified Field Verified Complies? I Comments/Assumptions & Req.lD Value Value 103.2 Construction drawings and Dcomplies [PRl]' documentation demonstrate Dooes Not \t' energy code compliance for the DNot Observable building envelope. DNot Applicable ;....______-------~------------------- 103.2, Construction drawings and bcomplies 403.7 documentation demonstrate Dooes Not [PR3]1 energy code compliance for DNot Observable ~' lighting and mechanical systems. Systems serving multiple ONot Applicable 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 Jj,.1 on loads per ACCA Manual J or Cooling: Cooling: DNot Observable other approved methods. Btu/hr __ Btu/hr __ DNot Applicable Additional Comments/Assumptions: ; 2 I Medium Impact (Tier 2) __ ;__:[Ii.ow l111pact (Tier 3) Project Title: 18229 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 2 of 7 ' sec;ion I Foundation Inspection I Complies? I & Req.10 303.2.1 A protective covering is installed to Dcomplies [FOll]' protect exposed exterior insulation Dooes Not It: and extends a minimum of 6 in. below ONot Observable grade. DNot Applicable 403.8 Sn~w-a~d-ice~~~ltin9-SY~tem --~~-~t~ol; ·oco~P1-i~-~---- [F012]' installed. M: Additional Comments/Assumptions: L_l j High Impact (Tier 1) --.. ------.. -·----- Project Title: 18229 HABITAT FOR HUMANITY Data filename: Dooes Not 0Not Observable DNot Applicable i iJ.Bedium Impact (Tier 2) Comments/Assumptions ---- ! 3 I Low Impact (Tier 3) Report date: 08/29/18 Page 3 of 7 Section Framing/ Rough-In lnspectlon_j_ Plan~a~~:fied j Fielt:i~:fied Complies? # Comments/Assumptions & Req.lD 402.1.1. Door U-factor. U-U--~ Dcomplies See the Envelope Assemblies 402.3.4 ----Dooes Not table for values. [FR1)1 DNot Observable \.!' DNot Applicable i-------------------------------------·--"· ------------ 402.1.1. Glazing U-factor (area-weighted U-__ u---Dcomplies See the Envelope Assemblies 402.3.1. average). Dooes Not table for values. 402.3.3. DNot Observable 402.5 [FR2)1 DNot Applicable _lj,1 ----·-----. "'··------· -. -- --------··----- 303.1.3 Li-factors of fenestration products Dcomplies [FR4)1 are determined in accordance Dooes Not \!!' with the NFRC test procedure or DNot Observable taken from the default table. DNot Applicable ·---------------------------------·-- 402.4.4 Fenestration that is not site built Dcomplies [FR20)1 is listed and labeled as meeting Dooes Not V' AAMA/WDMA/CSA 101/l.5.2/A440 DNot Observable or has infiltration rates per NFRC 400 that do not exceed code DNot Applicable limits. 402.4.5 IC-rated recessed lighting fixtures Dcomplies ---- [FR16)' sealed at housing/interior finish Dooes Not ~I and labeled to indicate s2.0 cfm DNot Observable leakage at 75 Pa. DNot Applicable -------- -------------------- Dcomplies 403.2.1 Supply ducts in attics are R-__ R---[FR12)1 insulated to ~R-8. All other ducts R-__ R-__ Dooes Not ~I in unconditioned spaces or ONot Observable outside the building envelope are insulated to ~R-6. DNot Applicable f-·-----·- Dcomplies 403.2.2 All joints and seams of air ducts, [FR13)1 air handlers, filter boxes, and Dooes Not ,It) building cavities used as return DNot Observable ducts are sealed. DNot Applicable - ------------------------- 403.2.3 Building cavities are not used for Dcomplies [FR15]3 supply ducts. Dooes Not !!.-· DNot Observable DNot Applicable --~----------------··-··------403.3 HVAC piping conveying fluids R-__ R-__ Dcomplies [FR17]2 above 105 2f or chilled fluids Dooes Not w below 55 Qf are insulated to ~R-DNot Observable 3. DNot Applicable ·---·-----------··· ---------------403.4 Circulating service hot water R---R-__ Dcomplies [FR18)' pipes are insulated to R-2. Dooes Not -It) 0Not Observable DNot Applicable ----------·---------------403.5 Automatic or gravity dampers are Dcomplies [FR19)' installed on all outdoor air Dooes Not Jt,• intakes and exhausts. DNot Observable DNot Applicable Additional Comments/Assumptions: [_ 1J __ ~_igh 1ffipa(t (~ier 1) _ r2 j Medium··1·m~ct (Tier 2)-i 3 [ LOW impact (Tier 3) Project Title: 18229 HABITAT FOR HUMANITY Data filename: Report date: 08/29/18 Page 4 of 7 I I : I Section Plans Verified # Insulation Inspection & Req.lD Value 303.1 All installed insulation is labeled [IN13)' or the installed R-values 11,, provided. -------------· ----------402.1.1. Floor insulation R-value. R-__ 402.2.5. D Wood 402.2.6 D Steel [IN1]1 "' ---------303.2. Floor insulation installed per 402.2.6 manufacturer's instructions, and [IN2)' in substantial contact with the if' underside of the subfloor. ---·-- - 402.1.1. Wall insulation R-value. If this is a R-__ 402.2.4, mass wall with at least 1/i of the D Wood 402.2.5 wall insulation on the wall D Mass [IN3]1 exterior, the exterior insulation "' requirement applies. D Steel ------- 303.2 Wall insulation is installed per [IN4)' manufacturer's instructions. \j} Additional Comments/Assumptions: 1 ; High Impact (Tier 1) Project Title: 18229 HABITAT FOR HUMANITY Data filename: ·- Field Verified Value Complies? DComplies Dooes Not DNot Observable ONot Applicable R-__ Dcomplies D Wood DDoes Not D Steel DNot Observable DNot Applicable Dcomplies Dooes Not ONot Observable DNot Applicable R-__ Dcomplies D Wood Dooes Not D Mass DNot Observable D Steel DNot Applicable Dcomplies Dooes Not ONot Observable DNot Applicable I Comments/Assumptions See the Envelope Assemblies table for values. - ---------------- See the Envelope Assemblies table for values. ------------ Report date: 08/29/18 Page 5 of 7 ! i Section I' # Final Inspection Provisions ~-~~'!,![) __ 402,Ll, Ceiling insulation R-va!ue. Where 402,2,l, > R.~30 is required, R-30 can be 402.2.2 used if insulation is not [F!1]1 compressed at eaves, R-30 may I v, be used for 500 fF or 20% I ~ (whichever is less) where ' sufficient space is not available, ---··············--------····-----·-----1.1, Ceiling insulation installed per , 303.2 manufacturer's instructions. ; [Fl2]1 Blown insulation marked every l -~ 300 ft2• Plans Verified Value R-__ D Wood D Steel Field Verified Value R- Wood Steel Complies? Comments/Assumptions ·=------·'············----·-,--,----·---·----~-Dcomplies See the Envelope Assemblies Dooes Not table. for values. ONot Observable DNot Applicable ·-------·-·-·-··----=----Ocompiies Dooes Not ONot Observable DNot Applicable --~------------Oco~Pli~; ·----·-·-----·-·-.. · .. ·------------, 402.2.3 [Fl3]' 402.4.2, 402.4.2.1 [Fil?]' 403.2.2 [F14l' ~- Attic access hatch and door insulation ~R-value of the adjacent assembly. Building envelope tightness verified by blower door test result of <7 ACH at 50 Pa, T~is requirement may instead be met via visual inspection, in which case verification may need to occur during fnsulation Post construction duct tightness test result of ::s8 cfm to outdoors, or s 12 cfm across systems. Or, rough·in test result of .s:6 cfm across systems or s4 cfm without air handler. Rough.in test verification may need to occur f------~urinQ __ Framing lnspec~J-~!.1_: __ ··· 403.1.1 [F19]' .tj) 403.1.2 [FllOJ' M• 403.4 [Fill]' -~ 404.1 '[Fl6]1 ~' 401.3 [F17l' Programmable thermostats installed on forced air furnaces. Heat pump thermostat instalfed on heat pumps. Circulating service hot water systems have automatic or accessible manual controls. 50% of lamps in permanent fixtures are high efficacy lamps. Compliance certificate posted. Manufacturer manuals for mechanical and water heating equipment have been provided. Additional Comments/Assumptions: _}_L~~ig~ Impact (Tier 1) R-__ R- Dooes Not ONot Observable DNot Applicable ACHSO-;;;=-ACH 50 =-=::._ Dcomplies -- Dooes Not cfm cfm 0Not Observable DNot Applicable ······ocomplies Dooes Not ONot Observable DNot Applicable --------=~--------~---------~·- Dcomplies DDoes Not ONot Observable DNot Applicable Dcomplies DDoes Not ONot Observable DNot Applicable ---"o"complies DDoes Not DNot Observable DNot Applicable -------------···· Dcomplies DDoes Not ONot Observable DNot Applicable --------------=~-Dcompfies Dooes Not ONot Observable DNot 3 : Low Impact (Tier~)~ Project Title: 18229 HABITAT FOR HUMANITY Data filename, Report date: 08/29/18 Page 6 of 7 1 High Impact (Tier 1) Project Title: 18229 HABITAT FOR HUMANITY Data filename: ; 2 I Medium Impact (Tier 2) i 3 I Low Impact (Tier 3) Report date: 08/29/18 Page 7 of 7 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 FACTORY !'.\STALLED EQUP.\IE'.\T EQUP.\IF:'.\T \lA'.\t:FAC'ITRl.:R \IODEL '.\O. Manufacturer __ vE_R_~1_oo_u1_G1_1 P_E_RF_·o_Rc_\1A_s_T_E _\1o_r_)L_L_,R_,_10_,,1_Es_1_.1.c_· ___ _ Address 2677 IIARTf'ORD .-\ VE City, State, Zip WIIITE RIVER JCT VT 05001 usrno I:'o/Dl'STRIALIZED BULDl'.\G \fo<lc l Occupancy Classification \lanufacturer' s Serial \'o{s I Dale of\lanufaclure Dale Data Plate Attached R-3 lHOX lSTORY I Const. Class 18229A & 18229B I Plan Approval '.\o. I NIA 200 AMP SB I 080 VOL TS FOR I SECOND 10~1 FOR JO '.\IL'\"LTES E D E Pennissible (Jas Typc'(s) Electric Rating Test VoltagelTi me Water Supply: Test Procedure Floor Des,gn Live Load Ground Snow Load Exlenor Wall Fire Rating Winw Design Temp. lnsi<lc 40 psf Design Wind Speed And Exnosure 117 \1PH EXP C 40 psf Roof Design Live Load 35 psf 0 Seismic Design CatePorv C 70dcgF fl Outside -20 deg F Heating Cooling r Range Dume Ove, I Refri geralor \.Vatcr Heater lJish Washer 1 Disposa Hydro-\ tassage Tub Shipping Weight(s) TRA Label No(s). State lnsigma "lo(s) BY BUILDER BY BUILDER BY BUILDER BY BUILDER BY BUILDER BY BUILDER BY BUILDER NIA BY BUILDER BOX A 30250# BOX B 30250# Uo: Ceiling R60 I Wall I R 43 I Floor I R40 Follow prtd§tly all insrructions with this building. Foundations, Installation and Utility Connections are subjert to inspedion by Loral aLJthoritiei. CODE REFERENCE PLATE THIS MANUFACTURED STRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING CODES: 0 IRC 2015* NATIONAL ELECTRICAL CODE® 0 _____ INTERNATIONAL BUILDING CODE 0 IRC 2009** INTERNATIONAL MECHANICAL CODE 0 IRC 2015## INTERNATIONAL PLUMBING CODE 0 lECC 2015*# INTERNATIONAL ENERGY CONSERVATION CODE 0 IRC 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 0-----------------------~--~=c...; D • 9lh 780 c~m i'80 C\.tR 51 00 \.l35<i.achll'iett~ Re§1.dent1al Code D •• 9lll 780 C\-IR 780 C\IR 51 OO· \.fa~s11chu~etLs Residenual Code 0 • 780 C\tR l 10 Appendix AA• 0 ••248 CMR L~'IFOR\t STAl'E PLL,;\!B['-:GCODE o ___________________________ _ O ___________________________ _ o ___________________________ _ D ___________________________ _ D