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31C-051
BP-2016-1129 GIS COMMON�VEALTH OF MASSACHUSETTS 109 OLANDER DR Map:Block: 3 1 C-051 (ITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) CA BUILDING PERMIT, Permit 4 BP-2016-1129 Project# _ JS-2016-001931 Est. Cost: $720631.00 Fee: _$2157.00 PERMISSION IS HEREBY GRANTED TO: Const. Class:- Contractor: License: Use Group: . WRIGHT BUILDERS-.. 84280 Lot Size(sq.ft): Owner: WRIGHT BUILDERS ZonimL PN� Applicant. WRIGHT BUILDERS Z AT. 109 OLANDER Applicant Address:- Phone: Insurance: 48 Bates St (413) 586-8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON.312512016 0:00:00 To PERFORM THE FOLLOWING WORK:OONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W� Building Inspector Underground: Service: Meter:' Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupangy Signature: FeeType: Date Paid: Amouo Building 3/25/2016 0:00:00 $2157.00: 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1129 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON01060(,413)586-8287(116) PROPERTY LOCATION 109 OLANDER DR MAP 31 C PARCEL 051 001 ZONE PV THIS SECTION FOR OFFI IAL USE ONLY: PERMIT APPLICATIO CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 07 Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY WFH W/ATT''GARAGE/PORCH/DECK New Construction Non Structural interior renovations Addition to Existing_ - F Accessory Structure Building Plans Included• Owner/Statement or License 084280 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON TRIS APPLICATION BASED ON INFO ATION PRESENTED: __Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management o el Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the ilstrict standards of MGL 40A. Contact Office of Planning&Development for more information. I City of North imp ECE VED Building Dep rtm ant 212 Main treE tW 232011 Room 1 0 Northampton, r 1A phone 413-587-1240 a8.7.-12j2 11,30 APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION 1.1 Property Address: 101 6 L A.fftbt* fir' ND IF--`I A-MP` DP) MK SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT . 2.1 Owner of Record: ✓" Na (Print) D Current Mailing Address: �1../ Jo Telephone Signature 2.2 Authorized Agent: Name(Print) f� ',Current Mailing Address: Signature Telephone SECTION 3'-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Buildingg'9ID , (a)Building Permit Fee. 2. Electrical 8 �� (b)Estimated Total Cost of Construction from 6 3. Plumbing �1 (1 �- Building Permit l=ee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 'Check Number ewJ This Section For Dfficlil Use©nI Building Permit Numberate Issued, Signature: Building Commissionedinspector of Buildings Dam 1 " P� g fe-'Op.bt� Pj $te�C,,-7'0 0--- Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled' y Building Departmen Lot Size Frontage r Setbacks Front O O O Side L:= R:0 L:= 0 0 Rear Building Height O O Bldg. Square Footage % O Open Space Footage % O O (Lot area minus bldg&paved parking) #of Parkin2 S ces 0 0 7um e&Location A. Has a S ecial Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW ® YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: —� C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® N0NSQ( IF YES, describe size, type and location: E. Will the construction activity disturb(clea ' g,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YESU NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. �v p� SECTION 5-DESCRIPTION OF PROPOSED WORK tcheck all a I cable New House Addition El ❑Replacement Windows Alterations) Roofing O ❑ Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [a] Decks [ Siding[0] Other[O] Brief Description of Proposedt A, rI/T vs� Work: GYM TI Alteration of existing bedroom Yes–X—No Adding new bedroom Yes N Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet a. Use of building :One Family X— Two Family Other b. Number of rooms in each family unit: Number of Bathrooms 3 !Z c. Is there a garage attached? I&— P A � � d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? I vl It�If—f,1914W Fireplaces' m LO ember o�� g. Energy Conservation Compll�iiance. Masscheck Energy Compliance form attached? h. Type of construction S+'Q i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade O k. Will building conform to the Building and Zoning regulations? _X Yes No. I. Septic Tank City Sewer X Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED " 'I � � [Pt 7)-m OWNERS AGENT OR CONTRACTOR APPLIES FORA30110040P R A _ > !`�f�" D Wein as Owner of the subject property hereby authorize tp act on my behalf, in all matters relative to work a horized by this b ilding permit application. ,gnatof Owner Date as OwnJ�Odge Agent ereby declare that the statements and information on the foregoing application are true and accurate,to the best laTiff belief. Signed under the pains and penalties of perjury. 0 22f1A,, Print Na 3 41 I� i Signatur of Owner/Agent Date SECTION 8-CONSTRUCiIOW SERVICES 8.1 Licensed Construction ASupervisor: /��/� �,Q ���r' Not Applicable ❑0 �f Name of License Holder: V" i�'" 1") ��1'� /'"y V2 cis / U 0 b � f� /_ V n?P, � License Number��/� Address /a► Expiration Date Signature' Telephone Not Applicable ❑ Company Name 'TRegistrationNumber //� 8' 8 A-� .n^s ST, Arb Vltt ell i*�> M 61/ 1�J'b (/ AddressExpiration Date Telephone�qb// 'W9 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDA IT(M.G.I-.c;152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... No...... ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: l b 9 0L* yD"- a— . The debris will be transported by: 1 C The debris will be received by: /i Building permit number: Name of Permit Applicant Date Signature or Permit Applicant y a r II`U fiZ c Q cii:l�%a �1�-,..,fit;= INSPECTOR `12 Main Street ' Municipal Building UM Northampton, Mass. 01060 ` _5-P�L/M� , ago L137 y q•Seo M f Square Ecotace r's:c un` Easement @ �` � 4(>,V�' 2nc F_cor @ ) 1/2 =lcors, Attic, Ga"race, to ✓ �� ..D Deck. Parches all- CC - r • City of Northampton S/ Massachusetts a r, ?: DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 sry1. INSPECTOR Wright Builders, Inc. March 25, 2016 48 Bates Street Northampton, MA 01060 Subject Location: 109 Olander Drive Map Block: 31C-051 Mr. Buzzell, Your building permit application with plans dated 3-3-2016 has been approved as drawn and per this memo. All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Appropriate footing must be poured with or before the basement slab is poured. 2. Solid blocking is needed for the overhang to be secured to the rafters. Detail "A" on sheet "A9" 3. Drip caps are needed at horizontal trim details. 4. Assure that all step flashing terminations direct water in front of the siding and or trims. 5. HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 6. Smoke, Heat and CO detectors throughout the structure to current building codes. 7. An emergency escape window is required within every bedroom, basement and walk-in attic. 8. An air barrier is required between the tub and the wall cavity. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building Code and new Stretch Code are expected to begin in July of 2016. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3r'780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception: A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6- 8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with% drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations,within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1"floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7%" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception, 4 3/8" on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4"sphere rule. 780 CMR R312.1. 25. Floorjoist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50% of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 %" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and bottom (floor) plates,soffits, and every 10'within enclosed cavities. 780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%Z" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity, which you must create. 40. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with %". 780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(aD-northamptonma.gov Thank you for Y4ur cooperation on these matters. Chuck iller City of Northampton Assistant Commissioner and Zoning Enforcement MUNICIPAL WATE VAILABILITY APPLICATION - otth on Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 109 Olander Drive Inquiry Made By: Wright Builders 586-8287 Date of Inquiry: 3/18/16 Number of Type of Single Family X Type of Private X Units: 1 Units : Ownership:( � Apart. Comm. P Condo Multi-family Rental (Applicant to fill opt the shovel Municipal Water Main in Existing service to Front of Location? Yes: No:, site? Yes: No Size of Water Main: lj Material: Age: `�� Approximate Static Street Flow Test Conducted:Yes: No: Pressure: If done attach results Size of Service Connection Suggested Meter Size: Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. • All work shall nfo to Northampton Water Department specifications. Superintendent of Water Dept./Engineering Dept. Water Entry$ 20Q Meter$ 13o Radio$ ?u� cc: James Laurila,(acting)Director Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. \\smb 1\admin\Permits\Water Application\Water Availability.doc MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this-,application. Location: 109 Olander Drive Date of Inquiry: 3/18/16 Wright Builders 586-8287 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes X, No 1 Municipal Storm Drain Available: Wdeep Yes No I) Size of Sewer Main: Material: P V C Age: o�e/c-,2- Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: t7lJ Py(L Type of Service Connection: r Tie-in to Sanitary Main Tie-in to Sanitary Stub X Comments: City Requires 6" cleanout installed at Cit. Property Line Note: If this availability Is for new construction,this form must be hand delivered to Building-Inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department cifications. DPW/Sea t- 6AJr,a;N j;,QA j& cc: Director/DPW Louis Hasbrouck, Building Commissioner a [[[ Planning-Decision City of Northampton Hearing No.: PLN-2016-0018 Date: DeceTiber 21, 2015 1210 16 I AP CaJC:ATION nE.' `:UB f1SSION DOTE: �%�i s l u: � ,+JI'_�3 j ;A 3+,M PB Intermediate,Site Plan ".1112'2015 Applicant's Name: Owner's Name: WRIGHT BUILDERS WRIGHT BUILDERS ADDRESS ADDRESS, 46 Bates St 48 Bates St T0","A S'<,"F Z51f.tt`rE:; '`C}`t,h. STA7E.: 2;.t;OL E NORTHAMPTON MA J 01060 NORTHAMPTON MA 01060 493 585-8287(116)_. 4131$87-5276 {413}586.8287{118 (493)587-9275 hih#'_AI3�R:S5 —RAP.-ADDRESS LGAUDREAt1@WRIGHr-8UILDERs.COM LGAUDREALt@WRIGHT-,SUILDERS.C(M Site Information: Surveyor's Dame: PRINCE ST PVf59)IRR(35)IFFR(3511WP(24)1SG b(1)/SG a I+ORTHAmp-roN MA o106o Approved With Conditions 3.94C Ok.T SECMON OF LME AI'V 31C 017 001 Chpt,350.11,Site Plan Approval fSTATE� ZIP--OD-- 6925 302 "'H0NE P-a VAALADDRESS Single Familly Home at corner of Ford Crossing 8 Olander, (East side of Olander) 1) Any damage to existin g concrete sidewalk shall be replaced to the nearest panel with concrete. 2), All curbing shall be granite. 3). As offered by the applicant,the applicant will delay its planned installation of the final top coat of asphalt in the street until water fine connections(if necessary to serve the future memorial parr have been made, IN DWGS The Planning Board approved the site plan for the construction of the single family home on the easterly side of{?lander based upon the following pians: Sullitt-,cones Residence,by The Berkshire Design Group,Inc.Dated Nov 4,2015,Pages E.1 to L1,L2,L3,Elevations.,North,South,East, Y,iest. In approving the site plan,the Board determined that the single family house lot and house design met the standards in Section 19,1 A. The requested use protects adjoining premises against seriously detrimental uses through provision for surface water drainage,sound and sight buffers and preservation of views,light,and air, Single Family homes are pant of this portion of the master plan previously approved and landscaping of the site and buildings will be consistent with other planting plans within the neighborhood. B.The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and an adjacent streets,and bike paths,minimize traffic impacts on the streets and roads in the area, The sidewalk will remain continuous across the site driveway. The project,including any concurrent road improvements,will not decrease the level of service(LOS)of all area City and state roads or intersections affected by the project below the existing conditions, As part of the entire build-out of the former state hospital,the master developer previously addressed the increase in trips originally modeled to be generated for the entire project through on and offsite improvements on the City's networks, The proposed development fails within and doesn't exceed that projected impact, C. The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets in the area as it relates to landscaping,drainage,sight lines,building orientation,massing,egress,and setbacks. D. The requested use will not overload,and will mitigate adverse impacts on,the City's resources,including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. E, The requested use meets any special regulations set forth in this chapter, This site plan meets the criteria under the Planned Village GeoTMSS 2015 Iles Lauriers Municipal Solutions,Inc. Planning-/Decision City of Northampton Hearing No,: PLN-20116-0018 Leta: Decernt�er 21, 2015 District of the zoning and is consistent with the master plan previous! approved for the build-out of the former state hospital grounds, F.Pedestrian,bicycle and vehicular traffic movement on site has been!separated to the extent possible Stormwater flows have been addressed in accordance with the City's Standards.An underground cistern will collect water to be utilize; for onsite irrigation_ 03U7_0 NOT DE'RDiaA E FE;AUSE. l YLtr3G DVIDLL NE MAi.tNG LATE HEARING:DNTiNUU4_E. DECISION DRAFT APPEAL DAT c j 11}19/2015 12/3}2015 1/1/2016 kE=E:RRAL S IN WJF,-.:: HEARING CEADUNE CA11 E. *t ARING CLOSE DHTC, PtNAL SIGNING Eu APPEAL DEADLINE 1,/26/2015 111612016 1211012015 11112016 1,>90,12016 a=RST AD'vERMS#NG DATE: HEARING DATE: VOTING ak-1 E: D=CIstDa C3AT"Y.. '. 11/26/2015 12110xT015 12118/2/315 12121/2015 SE ;Jt:u&DYbP S`NS ATE_- HEARING IME: VOTING.;,`rEAMI_INE.' ',�c:yt51{3kDAD:..tNm.. 12!3(2015 1 8:30 PM 319!2016 3/912016 MEMBERS PRESENT, VO-c. Theresa(Tess)Poe v�tses to Grant Alan Verson votes to Grant Dan Felten VrIes to Grant John Lutz votes to Grant Karla Youngblood voter to Grant Debin Bruce votes.o Grant Ann DeWitt Brooks votes to Grant )Vlark Sullivan votes to Grant DEw'.S#;rN Theresa(Tess)Poe Ann DeWitt Brooks B Approved with Conditions NS#*407E.S OF MEETING, Available at www.northamptonma,gov 1,Carolyn Misch,as agent to the Planning Shard,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the Pity C1er*on the date shown above. 1 certify thlat a copy of this decision has been mailed to the Owner and Applicant, f Notice ol'Appeal An appeal froth the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40A,Section 17 as amended within twenty(20)days after the state of the filing of the notice of the decision with t,%, Tete i listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the Perko the City of Northampton. i, Wendy Mazza, City Clerk of the City of Northampton; hereby certify Haat the above DeciSion of the Northampton Planning Board was filed in the Office of the City Clerk on December 21, 2015,that twenty days have elapsed since such filing and that no 4ppeal has been filed in this matter, Attest-.— City ttest: City Clerk City of Northampton Q!` r~t GeoTMSC 2015 Des Launers Municipal Solutions,inc. w ------------------------------------.---- -_ -, m ficial Race,,; 'Dr „e crei-ao ,.., M3psMr4 LOWly ;gWry 1f DIN 33 Kinj St, WINT Rv MPS IRC 413108A? 8A? 4i ES 51 Recording FEes', ----------------weµ------------------ --------------------------- ->..__-___---- - --------_-_----- W---.-------------- KIM OOG-30776 1211?6 M,N', WRNK BIILDERS ---------- SAW Collected Al vlrS +--------.-__--a.__ _-------- ----.-------------- pavlent �y yoe moot ---------------------- -x_.._l__.----_---------- C Sec i ' MAC 3„n 0`t Iola! Recv ved 75 K less Tolal Rei d=lgs: i".Ilu zfa-g* Due 00 T*h ku KARYER Iru - ReRteter of Deeds ec���+ta ate a� ��3c3� i1�z512I31t iT�: a I CENTS FOR Ecolechnology- we mok# green make sense- ENERGY EFFICIENCY PLAN — updated 3/18/16 Project Location: 109 Olander'',Dr, Village Hill, Northampton MA Conditioned Floor Area 4951 ft2 Volume 45469 ft3 Building Type Detached Single Family Bedrooms 6 bedrooms 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2012. c) The home will be built to incorporate the following energy features: Specifications Used in Analysis Foundation Walls R12 Superior Wall + R19 Fiberglass Batts+ R7 Polyisocyanu rate Grade 2 4"X S insulation (R20) underneath and at on-grade edges Slab Floor 3"XPS insulation (R15)at below grade edges Grade 1 Floor Over Garage 16" Dense-packed Cellulose (R56), Grade 1 Rim and Band Joists 6" High Density Spray Foam (R24), Grade 1 Double stud wall:2x6 and 2x4 framing with 3"gap Above Grade Walls 12"Dense-packed Cellulose (R42) Grade 1 Windows Triple lazed: U-value= 0.21 SHGC=0.19 Skylights Tri le- lazed: U-value=0.32 SHGC = 0.22 Sliding Glass Doors Triple lazed: U-value=0.25 SHGC =0.25 Other Glass Doors Triple-glazed: U-value=0.25 SHGC= 0.25 Solid Doors U-value=0.2 R-value = 5 4"High Density Spray Foam (R24) Roof/Ceiling + 10" Dense-packed Cellulose (R35) Grade 1 Blower Door Test` 1.5 ACH50 or better* Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3&5 and final inspection Specifc606 '"'U d m Analysis Heating &Cooling Equipment Ductless Mini-Split Heat Pumps 9.2 HSPF, 19.5 SEER Water Heating Equipment 3.09 EF Heat Pump Water Heater, 80 gallons Domestic Hot Water Pipes R-4 insulation Heat Recovery Ventilator Whole House Ventilation 74% Sensible Recovery Efficiency, 55%Total Recovery Efficiency 100-123 CFM,42 watts Intake and Exhaust>10 ft apart and 4 ft above grade Page 1 of 2 I 4 ENERGY EFF CIENCY PLAN Minimum 6" hard metal duct Kitchen Exhaust Minimum 100 CFM measured exhaust 250+CFM nominal fan recommended Specifcations Used! In Analysis F ; Lighting 100% high efficacy lighting Refrigerator 633 kWh/year Dishwasher 270 kWh/year Clothes Washer 120 kWh/year, 4.2 cubic feet 2.38 Modified Energy Factor, 3.7 Water Factor Clothes Dryer 3.73 Energy Factor 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Inde : 35 Preliminary Improvement Over 2014 Mass. Reference Home v2: 46.9%-Tier III" Note that Confirmed Home Energy Rating results may vary',from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s)indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Mass Save Residential New Construction Incentives Tier 111 • ENERGY STAR version 3.1 certification As part of these services, CET will verify whether your home meets the requirements of the applicable program. I have reviewed and understand this Energy Efficiency Plan. I hove reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: HERS Rater: Mark Newey, Date: 3/18/2016,Job#P15430 Plage 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhomeCftetonline.org Fuel Summary Property Organization HERS BuRitt-Jonas . Center for EcoTechnology Projected Rating 109 OlanderDr 413-586-7350 3/18/16 Northampton, MA 01060 Mark Newey Rating No:P15430 RaterID:9271016 Weather:Northampton, MA Builder P15430 109 Olander Dr Wright Builders Northampton - PLANS 2016-03-18.big Annual Energy Cost $/yr Natural gas 55 Electric 3698 Annual End-Use Cost $/yr Heating 1017 Cooling 209 Water Heating 334 Lights Et Appliances 2194 Photovoltaics -0 Service Charge 0 ,i Annual End-Use Consumption Heating (kWh) 4632 Cooling (kWh) 950 Water Heating (kWh) 1518 Lights Et Appliances (Therms) 39 Lights 8 Appliances (kWh) 9719 05 Annual Energy Demands M Heating 7.4 Cooling 1.3 Water Heating (Winter Peak) 0.3 Water Heating (Summer Peak) 0.2 Lights Et Appliances (Winter Peak) 0.8 Lights Et Appliances (Summer Peak) 1.7 Total Winter Peak 8.5 Total Summer Peak 3.2 Utility Rates Electricity Electricity 2015 Natural Gas Natural Gas 2015 REM/Rate- Residential Energy Analysis and Rating Software v14.6.2 This information does not constitute any warranty of energy cost or savings. 0 1985-2015 Noresco, Boulder, Colorado. I cs strvcturel-2.14,501 Build 41 WrightBullittJ nas-Level 10 3-4-16 krnBcannEngine 4.13.4.1 Materials Database 1530 9:26am lof8 Member Data Description:CalcG2 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Co tinuous Slope: 7.07/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: DryCode: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/2440 live, L/180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.9 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 6.56" 0 41 Live Replacement Uniform(PLF) Top 0' 0.00" 1' 6.56" 1 69 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 6.56" 144 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 1' 6.56" 185 0 Snow Replacement Uniform (PLF) Top 1' 6.56" 2' 7.69" 0 65 Live Replacement Uniform(PLF) Top 1' 6.56" 2' 7.69" 174 0 Snow Replacement Uniform(PLF) Top 1' 6.56" 2'11.56" 0 38 Live Replacement Uniform (PLF) Top 1' 6.56" 2'11.56" 131 0 Snow Replacement Uniform (PLF) Top 2' 7.69" 4' 0.63" 0 61 Live Replacement Uniform(PLF) Top 2' 7.69" 4' 0.63" 163 0 Snow Replacement Uniform(PLF) Top 2'11.56" 4' 4.50" 0 34 Live Replacement Uniform(PLF) Top 2'11.56" 4' 4.50" 119 0 Snow Replacement Uniform (PLF) Top 4' 0.63" 5' 5.63" 0 57 Live Replacement Uniform (PLF) Top 4' 0.63" 5' 5.63" 151 0 Snow Replacement Uniform(PLF) Top 4' 4.50" 5' 9.50" 0 31 Live Replacement Uniform(PLF) Top 4' 4.50" 5' 9.50" 106 0 Snow Replacement Uniform (PLF) Top 5' 5.63" 6'10.56" 0 52 Live Replacement Uniform (PLF) Top 5' 5.63" 6'10.56" 138 0 Snow Replacement Uniform (PLF) Top 5' 9.50" 7' 2.44" 0 27 Live Replacement Uniform(PLF) Top 5' 9.50" 7' 2.44" 94 0 Snow Replacement Uniform(PLF) Top 6'10.56" 8' 3.56" 0 47 Live Replacement Uniform(PLF) Top 6'10.56" 8' 3.56" 126 0 Snow Replacement Uniform(PLF) Top 7' 2.44" 8' 7.44" 0 24 Live Replacement Uniform (PLF) Top 7' 2.44" 8' 7.44" 82 0 Snow Replacement Uniform(PLF) Top 8' 3.56" 9' 8.50" 0 43 Live Replacement Uniform(PLF) Top 8' 3.56" 9' 8.50" 1 114 0 Snow Replacement Uniform (PLF) Top 8' 7.44" 10' 0.38" 0 20 Live Replacement Uniform (PLF) Top 8' 7.44" 10' 0.38" 69 0 Snow Replacement Uniform(PLF) Top 9' 8.50" 11' 1.50" 0 38 Live Replacement Uniform(PLF) Top 9' 8.50" 11' 1.50" 101 0 Snow Replacement Uniform (PLF) Top 10' 0.38" 11' 5.38" 0 16 Live Replacement Uniform(PLF) Top 10' 0.38" 11' 5.38" 57 0 Snow Replacement Uniform(PLF) Top 11' 1.50" 12' 6.44" 0 33 Live Replacement Uniform(PLF) Top 11' 1.50" 12' 6.44" 89 0 Snow Replacement Uniform(PLF) Top 11' 5.38" 12'10.38" 0 13 Live Replacement Uniform(PLF) Top 11' 5.38" 12'10.38" 45 0 Snow Replacement Uniform(PLF) Top 12' 6.44" 13' 0.13" 0 30 Live Replacement Uniform(PLF) Top 12' 6.44" 13' 0.13" 81 0 Snow Replacement Uniform (PLF) Top 13' 0.13" 14' 5.06" 0 27 Live Replacement Uniform(PLF) Top 13' 0.13" 14' 5.06" 72 0 Snow Replacement Uniform(PLF) Top 14' 5.06" 15'10.06" 0 23 Live Replacement Uniform(PLF) Top 14' 5.06" 15'10.06" 60 0 Snow Replacement U ' Top 15'10.06" 17' 4.06" 0 18 Live Replacement U m 17' 4.06" 48 0 Snow 0 O 17 4 1 re �NOF M,gssq m n a 1 o CHRISTOPHER G N z DUDEK r_", CIVIL Cn No.29566 o Q All product names are trademarks of their respective owners Al Copyright(C)2015 by Simpson Strong-Tie Company Ina ALL RIGHTS RESERVED. "Passng is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on Nssheet.The CS st,vemrc—2.14.501 Build 4] WrightBullitt onas-Level 10 3-4-16 krnBeamEngine 4.13.4.1 Materials Database 1530 9:26am 2of8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 11 3.813" 2836# 2 17' 4.062" Wall SPF Plate(425psi) N/A 2.195" 1632# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 6# 1986# 850# 2 3# 1115# 518# Design spans 19 5.062" Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord; Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 95784 166954 57% 7.92' Total Load D+S Shear 19774 53534 36% 0.39' Total Load D+S TL Deflection 0.7983" 1.2947" U291 8.61' Total Load D+S LL Deflection 0.5542" 0.9710" U420 8.61' Total Load S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% i jN OF Mgss9c o� CHRISTOPHER G �Gtn DUDEK CIVIL No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floorioet,beam orgirder,shown on this drawing meets applicable design criteria for Lads,Loading Conditions,and Spans listed on tlids sheet.The CS slruclurerm 2.14.501 Build 41 WrightBullittonas-Level 10 3-4-16 kmBcamEnginc 4.13.4.1 Materials Database 1530 9:26aIn 3of8 Member Data Description:CaIcG3 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: -7.07/ 12 Bottom Lateral Bracing; Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/2140 live, L/180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.9 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 3.19" 0 18 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 3.19" 47 0 Snow Replacement Uniform (PLF) Top 1' 3.19" 1' 7.06" 0 20 Live Replacement Uniform (PLF) Top 1' 3.19" 1' 7.06" 53 0 Snow Replacement Uniform(PLF) Top 1' 7.06" 3' 0.00" 0 23 Live Replacement Uniform(PLF) Top 1' 7.06" 3' 0.00" 61 0 Snow Replacement Uniform (PLF) Top 3' 0.00" 4' 5.00" 0 27 Live Replacement Uniform (PLF) Top 3' 0.00" 4' 5.00" 73 0 Snow Replacement Uniform (PLF) Top 4' 5.00" 5' 9.94" 0 32 Live Replacement Uniform(PLF) Top 4' 5.00" 5' 9.94" 86 0 Snow Replacement Uniform(PLF) Top 4' 5.69" 5'10.69" 0 13 Live Replacement Uniform(PLF) Top 4' 5.69" 5'10.69" 45 0 Snow Replacement Uniform(PLF) Top 5' 9.94" 510.69" 0 35 Live Replacement Uniform(PLF) Top 5' 9.94" 610.69" 92 0 Snow Replacement Uniform (PLF) Top 510.69" 6' 2.56" 0 35 Live Replacement Uniform (PLF) Top 5'10.69" 6' 2.56" 94 0 Snow Replacement Uniform (PLF) Top 5'10.69" 7' 3.63" 0 16 Live Replacement Uniform (PLF) Top 5'10.69" 7' 3.63" 57 0 Snow Replacement Uniform (PLF) Top 6' 2.56" 7' 7.56" 0 38 Live Replacement Uniform (PLF) Top 6' 2.56" 7' 7.56" 101 0 Snow Replacement Uniform(PLF) Top 7' 3.63" 8' 8.63" 0 20 Live Replacement Uniform(PLF) Top 7' 3.63" 8' 8.63" 69 0 Snow Replacement Uniform(PLF) Top 7' 7.56" 9' 0.50" 0 43 Live Replacement Uniform(PLF) Top 7' 7.56" 9' 0.50" 114 0 Snow Replacement Uniform(PLF) Top 8' 8.63" 10' 1.56" 0 24 Live Replacement Uniform(PLF) Top 8' 8.63" 10' 1.56" 82 0 Snow Replacement Uniform(PLF) Top 9' 0.50" 10' 5.50" 0 47 Live Replacement Uniform (PLF) Top 9' 0.50" 10' 5.50" 126 0 Snow Replacement Uniform (PLF) Top 10' 1.56" 11' 6.56" 0 27 Live Replacement Uniform (PLF) Top 10' 1.56" 11' 6.56" 94 0 Snow Replacement Uniform(PLF) Top 10' 5.50" 11'10.44" 0 52 Live Replacement Uniform (PLF) Top 10' 5.50" 11'10.44" 138 0 Snow Replacement Uniform (PLF) Top 11' 6.56" 12'11.50" 0 31 Live Replacement Uniform (PLF) Top 11' 6.56" 12'11.50" 106 0 Snow Replacement Uniform (PLF) Top 11'10.44" 13' 3.44" 0 57 Live Replacement Uniform (PLF) Top 11'10.44" 13' 3.44" 151 0 Snow Replacement Uniform (PLF) Top 12'11.50" 14' 4.50" 0 34 Live Replacement Uniform(PLF) Top 12'11.50" 14' 4.50" 119 0 Snow Replacement Uniform(PLF) Top 13' 3.44" 14' 8.38" 0 61 Live Replacement Uniform (PLF) Top 13' 3.44" 14' 8.38" 163 0 Snow Replacement Uniform (PLF) Top 14' 4.50" 15' 9.44" 0 38 Live Replacement Uniform (PLF) Top 14' 4.50" 15' 9.44" 131 0 Snow Replacement ' rm PLF) Top 14' 8.38" 16' 1.38" 1 66 Live Replacement IM or Top 14' 8.38" 16' 1.38" 176 0 Snow Replacement Uniform (PLF) 15' 9.44" 17' 4.06" 0 41 Live Replacement Uniform(PLF) Top17' 4.06" 144 0 Snow Replacement Uniform(PLF) Top 16' 1.38" 4.06" 1 71 Live Replacement Uniform PLF Top 16' 1.38" 188 0 Snow 17 4 '1 17 a '1DUDEZ4 Un 11,11IK CIVIL vii No.29566 Q 2 All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. -Passing isdefined as when the member,floorjoist,beam or girder,shown on thisdrawing meetsap3licable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.The Cs structure 112.14.501Build 41 WrightBullitt!Jonas-Level 10 3-4-16 knnBcarnEnginc 4.13.4.1 MatcrialsDatalxasc 1530 9:26am 4of8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 2.195" 1632# 2 17' 4.062" Wall SPF Plate(425psi) FN/A 3.815" 2837# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 3# 1115# 518# 2 6# 1987# 851# Design spans 19' 5.062" Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 95794 166951 57% 9.42' Total Load D+S Shear 19794 5353.# 36% 15.79' Total Load D+S TL Deflection 0.7984" 1.2947" 0291 8.73' Total Load D+S LL Deflection 0.5542" 0.9710" U420 8.73' Total Load S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=1601/. OF Mgssq�y �o CHRISTOPHER G N DUDEK CIVIL (nn No.29566 o Q All product namesare trademarksof their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floorjoist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this street.The cs StructureTM 2.14.501 Build 4] WrightBullitt, onas-Level 10 3-4-16 kmBcamFngine 4.13.4.1 Materials Database 1530 9:26am 5of8 Member Data Description:CalcG4 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JOGS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 3.50" 19 7 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 3.50" 1 91 Live Replacement Uniform(PLF) Top 0' 0.00" 10' 3.50" 243 0 Snow. 1013 8 �O 0, i 10 '3 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 1689# 2 10' 3.500" Girder SPF Plate(425psi) N/A N/A 1689# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 92# 1170# 518# 2 92# 1170# 518# Design spans 9' 7.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord; Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 40591 160514 25% 5.19' Total Load D+S Shear 14104 72654 19% 0.4' Total Load D+S TL Deflection 0.1350" 0.4807" 0854 5.19' Total Load D+S LL Deflection 0.0936" 0.3205" U999+ 5.19' Total Load S Control: LL Deflection DOLS: Live=1001/. Snow=1151/. Roof=125% Wind=1601/. Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. OF Mgs��O CHRISTOPHER G tiN 0 DUDEK o0 CIVIL Cl) No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Irc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for ljoads,Loading Conditions,and Spans listed cm this sheet.The csStructure n-2.14.501Build 41 WrightBullitt onas-Level 10 3-4-16 IanBcamElgine 4.13.4.1 Materials Database 1530 9:26am 6of8 Member Data Description:CalcG5 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/3 0 live, L/240 total Dead Load: 0 PLF Deck Connection: Nail d Member Weight: 9.4 PLF Filename: C:\KMW\JO S\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 1.75" 0 39 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 1.75" 0 39 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 1.75" 105 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 4' 1.75" 105 0 Snow / O 4I1 12 ® / 41 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) /A 1.500" 517# 2 4' 1.750" Girder SPF Plate 425 si /A N/A 517# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1# 364# 153# 2 1# 364# 153# Design spans 3' 5.625" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4491 160514 2% 2.12' Total Load D+S Shear 2814 72651 3% 3.16' Total Load D+S TL Deflection 0.0019" 0.1734" U999+ 2.12' Total Load D+S LL Deflection 0.0014" 0.1156" U999+ 2.12` Total Load S Control: Shear DOLS: Live=100% Snow=1151/. Roof=1251/. Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alte natives Minimum bearing length requirements at hangared connections depend on the connection style z nd are not included in this design. iN OF MA �O CHRISTOPHER G N � DUDEK o CIVIL ai No.29566 o Xel Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on t'iis drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The cs Structure I-2.14.50[Build 41 WrightBullitt onas-Level 10 3-4-16 kmBeamEngine 4.13.4.1 Materials Database 1530 9:26am 7of8 Member Data Description:CalcG10 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: C ntinuous Slope: 10.00/ 12 Bottom Lateral Bracing!: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/2140 live, U180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JObS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 6.50" 35 10 Snow Replacement Uniform (PLF) Top 0' 0.00" 12' 5.50" 35 10 Snow Replacement Uniform (PLF) Top 0' 6.50" 3'10.69" 35 10 Snow Replacement Uniform(PLF) Top 310.69" 12' 5.50" 35 10 Snow Point(LBS) Top 6' 5.50" 1 186 Live Point(LBS) Top 6' 5.50" 420 0 Snow o a 12 E 8 Bearings ane"-ppe•'ens 12 fihout Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 924# 2 12' 5.500" Wall SPF Plate(425psi) N/A 1.500" 947# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1# 611# 313# 2 1# 627# 320# Design spans 15' 2.562" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SIS 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3613.# 160514 22% 6.46' Total Load D+S Shear 6624 72654 90/0 11.49' Total Load D+S TL Deflection 0.2716" 1.0141" U672 6.23' Total Load D+S LL Deflection 0.1811" 0.7606" U999+ 6.23' Total Load S Control: TL Deflection DOLS: Live=100% Snow=1151/. Roof=1251/. Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives N OF Mgssgcti o CHRISTOPHER G u, DUDEK t^, Q CIVIL v No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads;Loading Conditions,and Spans listed on this sheet.The cs Structure-2.14.50[Build 41 WrightBullittJonas-Level 10 3-4-16 IanBeamFngim 4.13.4.1 Materials Database 1530 9:26am i 8of8 Member Data Description:CaIcG12 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 10.00/ 12 Bottom Lateral Bracing Continuous Standard Load: Moisture Condition: Drys Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/2�0 live, L/180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.8 PLF Filename: C:\KMW\JOGS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 0.00" 35 10 Snow Replacement Uniform(PLF) Top 0' 0.00" 16' 3.00" 35 10 Snow Replacement Uniform(PLF) Top 4' 0.00" 16' 4.00" 35 10 Snow Replacement Uniform(PLF) Top 16' 3.00" 19'10.81" 35 10 Snow Replacement Uniform (PLF) Top 16' 4.00" 19'10.81" 35 10 Snow Point(LBS) Top 13'10.94" 96 562 Live Point(LBS) Top 13'10.94" + 1217 0 Snow m 0 16 0 4 310 9 0 Bearings and Reactions 191 13 Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 789# 2 16' 0.250" Wall SPF Plate(425psi) N/A 3.021" 4493# 3 19'10.812" Wall SPF Plate(425psi) 1 /A 1.500" 1319# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 4# 490# 299# 2 129# 2928# 1566# 3 -37# -859# -459# Design spans 20' 4.188" 4' 6.938" Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord, Review gravity uplift reaction force of 1319lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 27301 333904 8% 7.42' Total Load D+S Negative Moment 53474 333904 16% 16.02' Total Load D+S Shear 20281 107064 18% 15.24' Total Load D+S TL Deflection 0.1153" 1.3566" L/999+ 7.42' Total Load D+S LL Deflection 0.0731" 1.0175" L/999+ 7.42' Total Load S Control: Shear DOLS: Live=100% Snow=115% Roof=1251/o Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives PX,(N OF MAssq�ti o CHRISTOPHER G G DUDEK c) CIVIL v No.29566 o Q All product names are trademarks of their respective owners At Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for I oads,Loading Conditions,and Spans listed on this sheet.The cs structure'* 2.14.501 Build 41 WrightBullittionas-Level 10 3-4-16 kmBeamFngine 4.13.4.1 li Materials Database 1530 9:25am 1 of 7 Member Data Description:CaIcB1 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracingk Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 35.5 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 24' 5.50" 1 81 Live Replacement Uniform (PLF) Top 0' 0.00" 24' 5.50" 1 81 Live Replacement Uniform (PLF) Top 0' 0.00" 24' 5.50" 216 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 24' 5.50" 216 0 Snow 2458 A ®, 24 5, 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.893" 7453# 2 24' 5.500" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.893" 7453# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 15# 5113# 2341# 2 15# 5113# 2341# Design spans 23' 8.250" Product: 1-3/4x24 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord; 11[IA Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 441374 1441764 30% 12.23' Total Load D+S Shear 61954 27531.# 22% 0.4' Total Load D+S TL Deflection 0.3685" 1.1844" U771 12.23' Total Load D+S LL Deflection 0.2528" 0.7896" U999+ 12.23' Total Load S Control: LL Deflection DOLS: Live=1000/. Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alteratives IH OF Mgss�o CHRISTOPHER G tip DUDEK r , CIVIL � No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,bean or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.The CS Structure I.2.14.50[Build 41 WrightBullittJonas-Level 10 3-4-16 ImlBeamPsgine 4.13.4.1 Materials Wabose 1530 9:25am 2of7 Member Data Description:Ca1cB7 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 29.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 6.75" -61 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 1' 6.75" -0 -10 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 4.00" 1 98 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 4.00" 262 0 Snow Replacement Uniform (PLF) Top 1' 6.75" 9' 4.00" 1 103 Live Replacement Uniform (PLF) Top 1' 6.75" 9' 4.00" 274 0 Snow Replacement Uniform (PLF) Top 9' 4.00" 9' 6.75" 1 102 Live Replacement Uniform (PLF) Top 9' 4.00" 9' 6.75" 270 0 Snow Replacement Uniform(PLF) Top 9' 6.75" 10' 6.75" 1 98 Live Replacement Uniform(PLF) Top 9' 6.75" 10' 6.75" 262 0 Snow Replacement Uniform(PLF) Top 10' 6.75" 11' 4.00" 1 92 Live Replacement Uniform(PLF) Top 10' 6.75" 11' 4.00" 246 0 Snow Replacement Uniform(PLF) Top 11' 4.00" 12' 4.00" 1 87 Live Replacement Uniform(PLF) Top 11' 4.00" 12' 4.00" 231 0 Snow Replacement Uniform(PLF) Top 11' 4.00" 19' 1.00" 1 82 Live Replacement Uniform (PLF) Top 11' 4.00" 19' 1.00" 262 0 Snow Replacement Uniform (PLF) Top 12' 4.00" 13' 4.00" 1 80 Live Replacement Uniform (PLF) Top 12' 4.00" 13' 4.00" 213 0 Snow Replacement Uniform (PLF) Top 13' 4.00" 14' 4.00" 1 74 Live Replacement Uniform (PLF) Top 13' 4.00" 14' 4.00" 196 0 Snow Replacement Uniform (PLF) Top 14' 4.00" 15' 4.00" 1 67 Live Replacement Uniform (PLF) Top 14' 4.00" 15' 4.00" 178 0 Snow Replacement Uniform (PLF) Top 15' 4.00" 16' 4.00" 0 60 Live Replacement Uniform (PLF) Top 15' 4.00" 16' 4.00" 161 0 Snow Replacement Uniform(PLF) Top 16' 4.00" 17' 4.00" 0 54 Live Replacement Uniform(PLF) Top 16' 4.00" 17' 4.00" 143 0 Snow Replacement Uniform(PLF) Top 17' 4.00" 19' 1.00" 0 47 Live Replacement U ' 126 0 Snow 19 1 0 19 1 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.593" 6271# 2 19' 1.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.516" 5970# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 13# 4382# 1889# 2 12# 4214# 1756# Design spans 17 11.250" OF Mgssq�ti o CHRISTOPHER G ( DUDEK `4 ov CIVIL co No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The csswemreTm2.14.501Build 41 WiightBullittJonas-Level 10 3-4-16 kmBeamFsgine 4.13.4.1 Materials Database 1530 9:25am 3 of 7 Product: 1-3/4x20 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 290874 1021711 28% 9.32' Total Load D+S Shear 54384 229424 23% 0.4' Total Load D+S TL Deflection 0.2393" 0.8969" U899 9.32' Total Load D+S LL Deflection 0.1681" 0.5979" U999+ 9.32' Total Load S Control: Positive Moment DOLS: Live--100% Snow=1151/. Roof=1251/. Wind=1601/. Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives OF Mass cy �9 CHRISTOPHER G u, DUDEK CIVIL � No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam orgirde5 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The CS Structure Im 2.14.501 Build 41 WrightBullittJonas-Level 10 3-4-16 knnBeatnEtgine 4.13.4.1 Materials Database 1530 9:25am 4of7 Member Data Description:CaIcB11 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 2.75" 1 59 Live Replacement Uniform(PLF) Top 0' 0.00" 1' 2.75" 1 59 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 203 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 203 0 Snow Replacement Uniform (PLF) Top 1' 2.75" 2' 2.75" 1 54 Live Replacement Uniform(PLF) Top 1' 2.75" 2' 2.75" 1 54 Live Replacement Uniform(PLF) Top 1' 2.75" 2' 2.75" 186 0 Snow Replacement Uniform(PLF) Top 1' 2.75" 2' 2.75" 186 0 Snow Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 0 49 Live Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 0 49 Live Replacement Uniform(PLF) Top 2' 2.75" 3' 2.75" 168 0 Snow Replacement Uniform(PLF) Top 2' 2.75" 3' 2.75" 168 0 Snow Replacement Uniform(PLF) Top 3' 2.75" 4' 2.75" 0 43 Live Replacement Uniform(PLF) Top 3' 2.75" 4' 2.75" 0 43 Live Replacement Uniform(PLF) Top 3' 2.75" 4' 2.75" 151 0 Snow Replacement Uniform(PLF) Top 3' 2.75" 4' 2.75" 151 0 Snow Replacement Uniform (PLF) Top 4' 2.75" 5' 2.75" 0 38 Live Replacement Uniform (PLF) Top 4' 2.75" 5' 2.75" 0 38 Live Replacement Uniform (PLF) Top 4' 2.75" 5' 2.75" 133 0 Snow Replacement Uniform (PLF) Top 4' 2.75" 5' 2.75" 133 0 Snow Replacement Uniform(PLF) Top 5' 2.75" 6' 2.75" 0 33 Live Replacement Uniform(PLF) Top 5' 2.75" 6' 2.75" 0 33 Live Replacement Uniform(PLF) Top 5' 2.75" 6' 2.75" 116 0 Snow Replacement Uniform (PLF) Top 5' 2.75" 6' 2.75" 116 0 Snow Replacement Uniform (PLF) Top 6' 2.75" 7' 2.75" 0 28 Live Replacement Uniform (PLF) Top 6' 2.75" 7' 2.75" 0 28 Live Replacement Uniform(PLF) Top 6' 2.75" 7' 2.75" 98 0 Snow Replacement Uniform(PLF) Top 6' 2.75" 7' 2.75" 98 0 Snow Replacement Uniform(PLF) Top 7' 2.75" 8' 2.75" 0 23 Live Replacement Uniform(PLF) Top 7' 2.75" 8' 2.75" 0 23 Live Replacement Uniform(PLF) Top 7' 2.75" 8' 2.75" 81 0 Snow Replacement Uniform(PLF) Top 7' 2.75" 8' 2.75" 81 0 Snow Replacement Uniform (PLF) Top 8' 2.75" 9' 2.75" 0 18 Live Replacement Uniform (PLF) Top 8' 2.75" 9' 2.75" 0 18 Live Replacement Uniform (PLF) Top 8' 2.75" 9' 2.75" 63 0 Snow Replacement Uniform (PLF) Top 8' 2.75" 9' 2.75" 63 0 Snow Point(LBS) Top 12' 4.00" 3 533 Live Point(LBS) Top 12' 4.00" 3 533 Live Point(LBS) op 12' 4.00" 1181 0 Snow Point LBS ' 4.00" 1181 0 Snow 1230 01 0 12 4 0 IH OF Mgssq�ti CHRISTOPHER G G DUDEK CIVIL Q) No.29566 O Q� All product names are trademarks of their respective owners �. AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The cs Snwuue""2.14.50IBuild 41 WrightBullittdonas-Level 10 3-4-16 kmBeamFngine 4.13.4.1 Materialsoutabasc 1530 9:25am 5of7 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.500" 2148# 2 12' 3.000" Wall LVUPSL(DF/SP)End-Grain(1000psi) N/A 1.686" 4425# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 5# 1615# 533# 2 9# 3079# 1346# Design spans 11'10.375" 0' 1.000"(right cant) Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 48024 244664 19% 5.24' Total Load D+S Negative Moment 2864 244664 1% 12.25' Total Load D+S Shear 1625.# 90811 170/6 0.4' Total Load D+S TL Deflection 0.1187" 0.5932" U999+ 6.22' Total Load D+S LL Deflection 0.0884" 0.3955" U999+ 6.22' Total Load S TL Def I.,Rt. -0.0024" 0.2000" 2U843 12.33' Total Load D+S LL Def I.,Rt. -0.0018" 0.2000" 2U999+ 12.33' Total Load S Control: LL Deflection DOLS: Live=100% Snow=115% Roof=1251/. Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives of Mgssg�ti o CHRISTOPHER G G g DUDEK o0 CIVIL C/0 No.29566 O 2' All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawinc.meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheat The cs SowtrreIm 2.14.501 Budd 4] WrightBullitt7onas-Level 10 3-4-16 kmBeamPngirhe 4.13.4.1 MaterialsIDatabasc 1530 9:25am 6of7 Member Data Description:CaIcB15 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 29.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 5.00" 0 38 Live Replacement Uniform(PLF) Top 0' 0.00" 1' 5.00" 102 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 1 82 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 3.00" 262 0 Snow Replacement Uniform(PLF) Top 1' 5.00" 2' 5.00" 0 32 Live Replacement Uniform (PLF) Top 1' 5.00" 2' 5.00" 85 0 Snow Replacement Uniform (PLF) Top 2' 5.00" 3' 5.00" 0 25 Live Replacement Uniform(PLF) Top 2' 5.00" 3' 5.00" 67 0 Snow Replacement Uniform(PLF) Top 3' 5.00" 4' 3.00" 0 25 Live Replacement Uniform (PLF) Top 3' 5.00" 4' 3.00" 66 0 Snow Replacement Uniform (PLF) Top 4' 3.00" 4' 5.75" 0 28 Live Replacement Uniform (PLF) Top 4' 3.00" 4' 5.75" 75 0 Snow Replacement Uniform (PLF) Top 4' 3.00" 7' 9.00" 1 82 Live Replacement Uniform (PLF) Top 4' 3.00" 7' 9.00" 262 0 Snow Replacement Uniform (PLF) Top 4' 5.75" 5' 5.75" 0 32 Live Replacement Uniform (PLF) Top 4' 5.75" 5' 5.75" 86 0 Snow Replacement Uniform (PLF) Top 5' 5.75" 6' 5.75" 0 39 Live Replacement Uniform (PLF) Top 5' 5.75" 6' 5.75" 103 0 Snow Replacement Uniform (PLF) Top 6' 5.75" 7' 5.75" 0 45 Live Replacement Uniform(PLF) Top 6' 5.75" 7' 5.75" 121 0 Snow Replacement Uniform (PLF) Top 7' 5.75" 7' 6.25" 0 49 Live Replacement Uniform (PLF) Top 7' 5.75" 7' 6.25" 130 0 Snow Replacement Uniform (PLF) Top 7' 6.25" 7' 9.00" 0 50 Live Replacement Uniform (PLF) Top 7' 6.25" 7' 9.00" 132 0 Snow Replacement Uniform (PLF) Top 7' 9.00" 8' 9.00" 0 54 Live Replacement Uniform (PLF) Top 7' 9.00" 8' 9.00" 143 0 Snow Replacement Uniform (PLF) Top 7' 9.00" 23' 9.00" 1 112 Live Replacement Uniform (PLF) Top 7' 9.00" 23' 9.00" 297 0 Snow Replacement Uniform (PLF) Top 8' 9.00" 9' 9.00" 0 60 Live Replacement Uniform (PLF) Top 8' 9.00" 9' 9.00" 161 0 Snow Replacement Uniform (PLF) Top 9' 9.00" 10' 9.00" 1 67 Live Replacement Uniform(PLF) Top 9' 9.00" 10' 9.00" 178 0 Snow Replacement Uniform(PLF) Top 10' 9.00" 11' 9.00" 1 74 Live Replacement Uniform(PLF) Top 10' 9.00" 11' 9.00" 196 0 Snow Replacement Uniform(PLF) Top 11' 9.00" 12' 9.00" 1 80 Live Replacement Uniform (PLF) Top 11' 9.00" 12' 9.00" 213 0 Snow Replacement Uniform (PLF) Top 12' 9.00" 13' 9.00" 1 87 Live Replacement Uniform (PLF) Top 12' 9.00" 13' 9.00" 231 0 Snow Replacement Uniform (PLF) Top 13' 9.00" 14' 9.00" 1 93 Live Replacement Uniform (PLF) Top 13' 9.00" 14' 9.00" 248 0 Snow Replacement Uniform(PLF) Top 14' 9.00" 15' 9.00" 1 100 Live Replacement Uniform(PLF) Top 14' 9.00" 15' 9.00" 266 0 Snow Replacement Uniform(PLF) Top 15' 9.00" 23' 9.00" 1 129 Live Replacement Un 15' 9.00" 23' 9.00" 344 0 Snow Point(LBS) 2 ' 4. -463 0 Snow Point LBS To -36 -289 Live O 23 9 0 2390PHER g DUDEK )G1%%-)) CIVIL No.29566 Q All product names are trademarks of their respective owners n C` AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The cs Structure Im 2.14.50[Build 41 WrightBullittJonas-Level 10 3-4-16 kmBeamEngine 4.13.4.1 Materials Database 1530 9:25am 7of7 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.784" 7025# 2 23' 9.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 2.329" 9170# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 14# 4934# 2091# 2 -17# 5974# 2445# Design spans 22' 7.250" Product: 1-3/4x20 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 464954 1021714 45% 12.76' Total Load D+S Shear 76501 229421 33% 22.23' Total Load D+S TL Deflection 0.6068" 1.1302" U447 12.06' Total Load D+S LL Deflection 0.4252" 0.7535" 0637 12.06' Total Load S Control: LL Deflection DOLS: Live=100% Snow=1151/. Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives OF Mgssq�ti o CHRISTOPHER G GN 0 DUDEK 1-04a CIVIL r: No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Passing isdefined aswhen the member,floorjoist,beam or girder,shown on thisdrawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The CS Structure-2.14.501 Build 41 WrightBullittJonas-Level 10 3-4-16 ktnBcamEngine 4.13.4.1 MatmalsDatabase 1530 9:27am 1 of 3 Member Data Description:CalcB8 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 7.31" 35 10 Snow Replacement Uniform(PLF) Top 0' 0.00" 5' 3.00" 8 2 Snow Replacement Uniform(PLF) Top 2' 7.31" 5' 3.00" 35 10 Snow Point(LBS) Top 2' 7.31" 13 1771 Live Point(LBS) Top 2' 7.31" 4378 0 Snow 5 3 0 5 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 2.192" 3261# 2 5' 3.000" Wall SPF Plate(425psi) N/A 2.166" 3221# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 6# 2314# 947# 2 6# 2286# 936# Design spans 5' 1.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 2.19"bearing required at bearing#1 Minimum 2.17"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 81254 160514 50% 2.61' Total Load D+S Shear 32101 72654 44% 0.06' Total Load D+S TL Deflection 0.0623" 0.2573" U991 2.62' Total Load D+S LL Deflection 0.0443" 0.1715" L/999+ 2.62' Total Load S Control: Positive Moment DOLS: Live=100% Snow=1151% Roof=1251/. Wind=1601/. Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives �p\IN OF MAS �o CHRISTOPHER G U, 0 DUDEK ov CIVIL v No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The cs Stnwture2.14.501 Build 41 WrightBullittJonas-Level 10 3-4-16 kmBeamEngine 4.13.4.1 Materials Database 1530 9:27am 2of3 Member Data Description:CalcB9 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 5' 9.00" 8 2 Snow Replacement Uniform(PLF) Top 0' 0.00" 5' 9.00" 35 10 Snow Point(LBS) Top 2'10.50" 15 2113 Live Point(LBS) Top 2'10.50" 5180 0 Snow 19 5 9 0 5 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 2.574" 3829# 2 5' 9.000" Wal l SPF P l ate(425psi) N/A 2.574" 3829# Maximum Load Case Reactions Used for applying point loads(or line loads)to cany Ing members Live Snow Dead 1 7# 2711# 1118# 2 7# 2711# 1118# Design spans 5' 7.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 2.57"bearing required at bearing#1 Minimum 2.57"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10552.# 160514 65% 2.87' Total Load D+S Shear 37784 72651 52% 5.13' Total Load D+S TL Deflection 0.0974" 0.2823" 0695 2.87' Total Load D+S LL Deflection 0.0690" 0.1882" U981 2.8T Total Load S Control: Positive Moment DOLS: Live=100% Snow=1151/. Roof=1251/. Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives -\H of Mgssq�ti �O CHRISTOPHER G (, DUDEK r", CIVIL v No.29566 o Q Al I product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girde5 shown on this dewing meets applicable design criteria for Loads,Loading Conditions,and Spans Iisted on this sheet.The cs structurelm 2.14.501 Build 41 WrightBullittJonas-Level 10 3-4-16 kmBcamEnginc 4.13.4.1 Materials Database 1530 9:27am 3of3 Member Data Description:Ca1cB13 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing`. Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 3.00" 35 10 Snow Replacement Uniform (PLF) Top 0' 0.00" 3' 3.00" 35 10 Snow Point(LBS) Top 0'10.75" 5 580 Live Point(LBS) Top 0'10.75" 1731 0 Snow Point(LBS) Top 0'10.75" 15 2113 Live Point(LBS) Top 0'10.75" 5180 0 Snow 3 3 0 0 3 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 4.830" 7185# 2 3' 3.000" Wall SPF Plate(425psi) N/A 1.837" 2733# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 14# 5168# 2018# 2 5# 1964# 769# Design spans 3' 1.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 4.83"bearing required at bearing#1 Minimum 1.84"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 60271 160514 37% 0.9' Total Load D+S Shear 71061 72651 97% 0.06' Total Load D+S TL Deflection 0.0163" 0.1573" U999+ 1.47 Total Load D+S LL Deflection 0.0117" 0.1049" U999+ 1.47' Total Load S Control: Shear DOLS: Live=100°/ Snow=115% Roof=1251/. Wind=1601/. Manufacturer's installation guide MUST be consulted for multi-ply connection details and altematives OF Mgssq�ti o CHRISTOPHER G G 0 DUDEK R', o0 CIVIL U) No.29566 o Q All product names are trademarks of their respective owners AL Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The Job - T uss Truss Type oty�Ply T97lander Drive NorthamptonMA 15101029B 1F01 Floor 4 ference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:21 2016 Page 1 ID:UDztskrEVglILkBPtDKIKPyBRM4-hfGV_M1zCdvBRUCjsWBm_f hhQS70059CyvrlVzeyN 0-8-4 2-4-0 i 24-8 1 1 6 1-1 1 0%8 Scale=1:62.1 3x4 3x6 FP= 6x6= 6x6-= 3x6= 3x6= 3x6= 3x6 FP-4x8= 4x10= 3x4= 3x4= 3x6= 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 82 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 4x10= 3x8= 4x12= 3x6 FP= 4x10= 3x8= 4x10= 3x6= 34 FP- 27-0-4 gg 5 GL9- 1 -_-__ - ._.._ 17-7-12 -----_. _ _--�- --25-6-4 __-Z6-3-4---- 86-0-0 --- 0 16- 10-0 7-10-8 a-u - ffs - --- Plate Offsets X,Y)--16:0-1-8 Edge],[7 0-1-8,Edge] [10:0-3-0 Edge] [13:0_1-8 Edge] [14 0 1 8,Edg_e] 20 0-2-15 Edge] ___ LOADING(psf) SPACING- 14-0 CSL DEFL. in (loc) /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1 0.66 Vert(LL) -0.27 32-33 >754 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.44 32-33 >458 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) -0.04 20 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:133 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=529/0-7-4 (min.0-1-8),20=599/0-4-0 (min.G-1-8),28=1697/0-3-8 (min.0-1-8) Max Grav1=588(LC 2),20=636(LC 3),28=1697(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1500/0,2-3=-1497/0,3-4=-1497/0,4-5=-2571/0,5-6=-2571/0,6-7=-1879/349,7-8=-203/1244,8-9=-203/1244,9-10=-203/1244, 10-11=0/2709,11-12=-1660/173,12-13=-1660/173,13-14=-2694/0,14-15=-2930/0,15-16=-2930/0,16-17=-1633/0,17-18=-1633/0, 18-19=-1633/0,19-20=-1 636/0 BOT CHORD 33-34=0/2266,32-33=-349/1879,31-32=-349/1879,30-31=-349/1879,29-30=-2709/0,28-29=-2709/0,27-28=-858/118,26-27=0/2694, 25-26=0/2694,24-25=0/2694,23-24=0/2541,22-23=0/2541 WEBS 7-31=0/292,10-28=-876/0,1-34=0/1571,4-34=-812/14,4-33=-92/322,5-33=-268/0,6-33=0/1099,7-30=-2030/0,10-30=0/2042, 13-27=-1297/0,11-27=0/1738,11-28=-2289/0,20-22=0/1713,16-22=-960/0,16-24=01411,14-24=0/613 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard .;.A OF JOHN M 0 PRESLEY � y�yCrnL ! it if 43029 SAL r-� Iw1Jay n.ay.uwar�n Ia,nwYJ.a.l 6.aail.cn.:Yur �I'fru Juhr M Jnipa.l.zns-it.,ndla.�v ar.ai.rvr.r d.vaywvwra,a.cyruA41�,J it 1/..I.�Lh.y�ws tlrWr�lauptn JrY..sd�i.LmRa nln mYa.a.r�.ahx lr-.+roJru�an.r wuh cvnlnxn..nd cnivernr..[the yKuhc Ir1/M}.W r.nnn.ar cwYa W uduaaan f1rlJYyt prs.p.n r-.qY.rcywn.Yb.lny ha 8r nxxe<Isy,a a�warr W the Jea41n u.h.iar..a u•im1 ieWr In•.pnts.huhrale l'rn�h.run a MaW nM9 Nm tm.r.6Mern1 M a lU4'.,Yyuap R..ny..h.mn c.LY latnd varK.a�of Iwa.mrmhn.edy r.J.kc.e.a rgp/ur nnv.n rd ne.Ylat.]II 1YR11r ir[ixa M en11111111.-WNplYlefl%Yn}Wrmrl.o{tl{71I1 fn NSaV JryJrr nyrJlgl Y,ay.:,klnm n,wrn uoJ h...w..,a.r�a<h.r,suc•n ad r.wa Iwrr e.lwrr Job - - flFsO2 rnss ryPe -- -- Qty Ply g7 Olander Drive Northampton,MA 151010296 Floor 8 1 ____- ._� Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:22 2016 Page 1 I D:UDztskrEVgl I Lk8PtDKIKPyBRM4-9sptCi2bzx123envQEi?XsXvwgma7t7JRce0ayzeyN 0-4-8 +_ 2-6-0 1-0-0 1-6-0 2-3-0 g �7 Srae=1:26.9 6x6= 3x4 1.5x3 11 3x6— 1.5x3 11 1.5x3 11 3x6— 1.5x3 11 3x4— 6x6- 1 2 3 4 5 6 7 8 9 10 0 o 0 m 16 15 14 13 12 11 4x10— 3x4 3x4 410— 5 - - -15-7-0 - - - 6 0 - - b- 15-2-0 _5_ Plate Offsets(X Y)-- [10 0-2-15Edge],[13:0 1-8 Edge],[14:0 1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.21 12-13 >877 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.39 12-13 >469 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) -0.04 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:59 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=609/04-0 (min.0-1-8),10=609/0-4-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1566/0,2-3=-1563/0,3-4=-1563/0,4-5=-2620/0,5-6=-2620/0,6-7=-2620/0,7-8=-1556/0,8-9=-1556/0,9-10=-1559/0 BOT CHORD 14-15=0/2388,13-14=0/2620,12-13=0/2385 WEBS 10-12=0/1632,1-15=0/1640,7-12=-876/0,4-15=-872/0,7-13=0/463,4-14=0/476 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2009 International Residential Code sections R502.11,1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard lH OF JOHN M t[ " PRE3t£y 4r i A& 43029' F A$I 430229 F511R K*A%- 71..o-m..rlwk i.M.o-.i r.r 4N3VfPl,f.al,ry.rp.rr.,.r. Haf..,h.ll6.dr..,...t.,�,,.6...u.t.e.m.drj„m.,n1...,�..r,.n...+..11L.,L.�p�..hrH•J,.nKI...nr...6o�a.ni moi,.m.ud�.,J..I I.,ol4rtt.�my.mcr�n 6-in.-..'.••rl l'orA.l.ufvtl.. A1yAiWr47 d Jofffa I >vavr+.od f a�wa ra}.y,r. W.vnym:lx,.acgw.r�Mgt�N is tlf.dM�Gleamy B.dJafr lks.fun Jrf6 rvJf i.A,.tfa nfrtllrfau.o v..Ifcxt fr..rtu,n.us wia.art tfoffa rd feyrreror.f tlu 1pni6c Wiling rl r,n1m1q v.1..uq.rieecn NrWyt ilt ern r�epr roywnrtnlftY Ire be c.nnlln y rwri-f a(Ik SrrFu ,nfirlrr.a v�nrf.cWr rn•.pef6.•MulJap(nu0erf.r a fvW.tJ}elrn ay r f.In.uN bf l�hF.,nyu.v ®Ir.M�umn fa In leufW 1lppri d ttxr naflm mly w4 Jrc..en rc}Nur efnvar rad panfuan errnfl Ae6s fe awlin�t'uuplrwa Yde1x l.feefo-uf.r;IY(YI�kv Ipntl�eJs. nalnu.ifiq ri�yc JeMvt.n.va.m.l lsr.sr a�w6Mle 5..n 58('A aJ Trud I9we i.nwue Job rnlss rnlss Type oty Ply97 blander Drive Northampton,MA 151010298 1F03 Floor 4 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:26 2016 Page 1 ID:UDztskrEVglILk8PtDKIKPyBRM4-2d3O145619YUXF5gf4nxhihYaR9J3gMvMDccj zeyN 0-8.4 2-6-0 2-4-0 1-6-0 2-4-8 1-6-0 10 Q-B rI s ale=1:61. 3x4= 3x6 FP= 6x6= 6x6= 3x6-= 3x6= 3x6= 3x6 FP-4x8= 4x10= 3x4= 3x4 3x6= 3x4-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 9 11 20 - --__ ---- - -- 1J, 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 400= 3x8- 4x12- 3x6 FP= 4x10= 3x8= 3x6 FP= 4x10= 3x6= 27-0-4 17-7.12 _ 25-6-4 �63 35-74 _ 3�6-5- 4-9-1¢ 7-10-8 6-9-6 ------ 8-7-0 0-9-0 Plate Offsets(X Y)-- [6 0 1-S,Ed�e117 0-1-8 Ed_geL j10_0-3-0 Edge] [13:0-1-8 Edge] [14 0 1 8 Edge]�[20 0-2.15,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEF L. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.2732-33 >755 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.4532-33 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.04 20 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:133 Ib FT=O%F,0%E LUMBER- BRACING TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=532/0-7-4 (min.0-1-8),20=586/0-7-4 (min.0-1-8),28=1682/0-3-8 (min.0-1-8) Max Grav1=588(LC 2),20=623(LC 3),28=1682(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1502/0,2-3=-1499/0,3-4=-1499/0,4-5=-2576/0,5-6=-2576/0,6-7=-1885/312,7-8=-212/1195,8-9=-212/1195,9-10=-212/1195, 10-11=0/2660,11-12=-1641/181,12-13=-1641/181,13-14=-2615/0,14-15=-2828/0,16-16=-2828/0,16-17=-1 597/0,17-18=-1597/0, 18-19=-1597/0,19-20=-1 600/0 BOT CHORD 33-34=0/2269,32-33=-312/1885,31-32=-312/1885,30-31=-312/1885,29-30=-2660/0;28-29=-2660/0,27-28=-857/135,26-27=0/2615, 25-26=0/2615,24-25=0/2615,23-24=0/2474,22-23=0/2474 WEBS 7-31=0/290,10-28=-874/0,1-34=0/1572,4-34=-814/5,4-33=-83/324,5-33=-267/0,6-33=0/1088,7-30=-2019/0,10-30=0/2035, 13-27=-1240/0,11-27=0/1703,11-28=-2251/0,20-22=0/1675,16-22=-927/0,16-24=01374,15-24=-267/0,14-24=0/615 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard SN OF XMI14 M PRESCLY f CIVIL � f l��302f� "AL 14M 1 I,..IJr�.,rrwrw-ai in 1.•m.crWd ml ivdnl.ercwaJl/ h1,p1,.,J.dt}M d�rpr Ter vx.r.J I � r1u..ru. N aveyw.wr a ee.pre�hhi.,4 tlu WJd�Lle.y.ns tlrlJrK Ik,pn Jr♦P..tJ..i J...� mfmmrr m i1.,M-f kt..rfrw.sr wuh.vrl'1 a mi.ntvrrrno-..i the.pn.lfe Fril6n r, V r mnM Ic.rN rtJlnacn tlrlJrF lxvpon u.arc.nxrr6Jn!Lr Mr cmalrnr.r,ryvir}M iM JcuFn m6rrrrr r r vr�rcWr�....pnuYeM1rJJrK[ 1 6.r...n a wYd.rd�rim emr a IJncu 1 M lA4'a..yvrt Bere�ry Yurvn a Ir Ir1nY.peri u1 nrr,mnJn..rly mJ.kra as rcpr.er emar m! rnmara.r Mrti�E Arl¢an eudAnt['wrynnar 8.1a}1W ernes 48K.711 i/a.pnail lrr.tr.r n7rJ�M+aye.,kYnt�.nt-fm mJ Ir..uN+�MM.k 6.r 1tlC'A aJ Y+e.e 19w:i.rarlr Job Truss Truss Type Qty Plv 97 Olander Drive Northampton,MA 15101029B 1F04 Floor 5 1 ________ _ ____ Job Reference(optional) _ Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:28 2016 Page 1 I D:UDztskrEVgll Lk8PtDKIKPyBRM4-_OB8Sm7MZnoBnZE3mUpPm7mxzFtPXbPBpX5jnbzeyN' 0-8-4 2-6-0 Q 11 h 1-6-0-i 2-4-8 c Sc le=1:54. 3x4-= 4x8= 3x6 FP= 6x6= 6x6= 3x6-= 3x4= 3x8= 3x6 FP= 3x4= 3x4= 3x6= 3x4- 1 2 3 4 5 6 7 8 9 10 11 1 13 14 15 16 17 18 19 101 32 31 30 29 28 27 26 25 24 23 22 21 20 3x8= 3x4= 4x10= 3x6= 3x6 FP--- 4x10= 3x8= 4x10= 23-0-4 Q -9-1 - ---_--- 13-7-12_ - 21_6-4-__- 29- �. 8�7-095 2 -9 1 12-10-042 7-10-8 0-9-0 - - - - -- Plate Offsets X,Y-- 6:0-1-8 Edge] [8 0-3-0 EdgeU12 0-1-8 Edge],J13 0-1-8 Edge] [19:0-2-15 Edge] 130:0-1-8 Edge]____ LOADING(psf) SPACING 1-4-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.24 23 >923 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.40 22-23 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.03 19 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:118 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=356/0-74 (min.0-1-8),19=607/0-74 (min.0-1-8),27=1517/0-3-8 (min.0-1-8) Max Grav1=435(LC 2),19=627(LC 3),27=1517(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1056/0,2-3=-1053/0,34=-1053/0,4-5=-1237/425,5-6=-1237/425,6-7=-271/1190,7-8=-271/1190,8-9=0/2244,9-10=0/2244, 10-11=-1693/0,11-12=-1693/0,12-13=-2653/0,13-14=-2858/0,14-15=-2858/0,15-16=-1607/0,16-17=-1607/0,17-18=-1607/0, 18-19=-1610/0 BOT CHORD 30-31=-178/1362,29-30=425/1237,28-29=425/1237,27-28=-2244/0,26-27=-429/196,25-26=-429/196,24-25=0/2653,23-24=0/2653, 22-23=0/2653,21-22=0/2494 WEBS 8-27=-737/0,1-31=0/1 105,4-31=-326/259,4-30=481/0,6-28=-1365/0,8-28=0/1646,12-25=-1 145/0,10-25=0/1644,10-27=-2198/0, 19-21=0/1686,15-21=-938/0,15-22=0/384,14-22=-253/0,13-22=-55/543 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2009 international Residential Code sections R502.11 A and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-101 (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Std OF JOHN M tP PRESkEY J MIL J ?4:3424 �f8T1 M� fAl n...,..m,..ti&►.....I,..nrtttarl v+l+r..rp...,,W. n.,..JuII�..r.,�r.1.,�.x.,_..d.�.e.in,n,,.I..,d,...�...,.r n.J..��,..i„e..l„n.�,..n...e..6o.a ud�,r,...i�..t..I I,..Ia.K.,,.yu.cr M Ic m,rr•>f..il r,.rl.e,s..a Hsl,.ruur,4 v<yr,.1..,,,.:..„a rmy+.,qM+.,,..,r...y.,..a„.r.�...em J iYc 1B.il8.i.L1ey,uws e..w.tr rx�..,as..:d,a,I.,.h. '�.,i 7 ,n4.ara,r ua ve.hni lan,danusr wuh.vrl, W rcyr.aem.d,he.peafi.:Fu61nr W f,,.em,M on.k..trl,Huron uu1JYlC tacrryn r q,u,rywnvb,N,7 le.8e„neetx-r o axvrrY ur nn dru#a pnuuaa„b,rv,R.llefa w eufl3n,F ewup..uee 6day Liv.,u,m tH(An b'Nerd lwlr.r mrr,tiect r,..pc ikNa7..en�.un and I.0+M a,wYd+k hu,SB('.A u,.l 7,ws rLc lawiwuc Job rn ss - Truss Type Qty Ply 97 Olander Drive Northampton,MA 151010298 1F05 Floor 9 1 .__. ___ __ _ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:29 2016 Page 1 ID:UDztskrEVgl[Lk8PtDKIKPyBRM4-SCI Wg57?K4w2PipFKCKeJLJ3CeF t G2ZL2BrGJ2zeyN 0-8-4 F-+ 2-6-0 4:6:9-d 1-7-8 I� ��8 Q� le=1:51. 3x8 6x6=3x4= 3x6= 3x4= 412= 3x6 FP= 3x4= 3x6= 3x4=6x6— 1 2 3 4 5 6 7 8 9 10 11 12 13 4 15 16 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 3x8= 3x4= 3x4 I I 4x10= 3x6 FP= 3x8= 3x4= 4x10 48= 23-0-4 Q-8-1 11-10-12 _21-6-4 _ 2-3- 29-8-4 — 0-5 -8-1 11-2-0 9-7-8 -9- ---- 6-8-0 0-8-12 -------- ---._._.__— 0-9-0 Plate Offsets(X,Y)-_[60-1-8,Edge] [13:0-1-8 Edge] [18.0-2-15,Edge] [21:0-1-8 Edge29:0-1-8,EdgeL LOADING(psf) SPACING- 1-4-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.21 22-23 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.3522-23 >608 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.03 18 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:112 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=280/0-7-12 (min.0-1-8),18=607/0-74 (min.0-1-8),26=1435/0-3-8 (min.0-1-8) Max Upliftl=-3(LC 3) Max Gravl=377(LC 2),18=617(LC 3),26=1435(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-886/57,2-3=-883/57,3-4=-883/57,4-5=-763/768,5-6=-763/768,6-7=0/1708,7-8=0/1708,8-9=0/537,9-10=0/537,10-11=0/537, 11-12=-2322/0,12-13=-2322/0,13-14=-2694/0,14-15=-2694/0,15-16=-1 583/0,16-17=-1583/0,17-18=-1 586/0 BOT CHORD 29-30=-434/1010,28-29=-768/763,27-28=-768/763,26-27=-2112/0,25-26=-2059/0,24-25=0/1229,23-24=0/1229,22-23=0/2694, 21-22=0/2694,20-21=0/2428 WEBS 5-29=0/298,8-26=-1375/0,1-30=-59/926,4-30=-135/399,4-29=-632/0,6-27=-1702/0,8-27=0/708,13-23=-649/0,11-23=0/1 183, 11-25=-1711/0,8-25=0/1702,18-20=0/1661,15-20=-893/0,15-21=-1 0/457 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss- 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,tt OF JUHN M t® CIw'1L.Y Afp 43029 rsTE ` Iw.i.lryf..ay..w�r rn h-rn.rr�1.W was.arJ. .y d,Lq ,h pV d.,.. F.., d,.n:n..rceprr.rh4r.,u ar HrJ6np Llr.yfwx u.hlrp u p:..wt..xJ.r a-..rr. nrrrru,.n,a vi;1.. (v.vo/rnrurr wuh.uWnwn.,rd.ryvcarn>.i rhe yrcrfia FurNin f Irl�,n.m.ep.vrb W.r.Ame.:n OrIr1rR iln.prn n.q+t,rgwnrMluy hr 6�c..rcrnncr..r nxarn}NIM Jrrfe nhroaorruenr}.rcWrrua.pe..6.•IruWnpl'nuh.rrm u.W.d.N}Hmar nlrrrcrN M'�Lrli:nalrey B...ir�Jr.mn ans hrnl rylnrid nuc,mmrhn.,elY nJ Jen era rcy/a.r rrc�r.r u! Ircm.aarr nncmp AH-auj1&gL' pe gray IM-1..U/K 111,6.Mend,yfa•.r r.;AuJ.ry-.W,kk—1 cr'n9+rr mJ he.r4 nrlY,k 4,r SBC'A.d Ttw R.w lornrr Doti_ ----- rnss Truss Type ---- Qty P1v 97 Olander Drive Northampton,MA 151010298 1F06 Floor 7 1 __ _ __ ___ _ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:30 2016 Page 1 I D:UDztskrEVgllLk8PtDKIKPyBRM4-wOlvtR8d5O2vOsORuvstrYs9W2Uv?VsUHrapsUzeyN 0-1-8 2 1-12 , 1-6-0 2-6-0- -6-0 1-5-8 p-8-q H - i� -. --� Scale=1:43. 3x4= 3x4- 3x4- 412= 3x8=- 3x6 FP— 3x6= 3x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 .9 26 25 24 22 21 20 19 18 17 16 3x6- 3x8=3x4 11 4x10= 3x10 MT20HS FP= 3x4= 4x10-= 3x8 18-7-12 -_ 7-6-4 - _ 17-1-12 17-10-12 25-3-126-0- --- ---_._-- 10-9-010-9-0-- ----_--- 9-7-8 __ -- - --- - - 6=8-0 - -8-t - - -- - - Plate OffsetsX Y)-- [2:0-1-8 Edge] [3 0-1_B,Edge] [10:0-1-8 Edge] [15:0-2-15,Edpe] f1.8:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.27 19-21 >780 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.46 19-21 >463 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.01 15 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:96 Ib FT=O%F,0%E ------ ---------- LUMBER- ---LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 27=65/0-3-8 (min.0-1-8),15=619/0-7-4 (min.0-1-8),23=1330/0-3-8 (min.0-1-8) Max Uplift27=-112(LC 3) Max Grav 27=1 99(LC 2),15=627(LC 4),23=1330(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-282/543,3-4=0/1535,4-5=0/1535,5-6=0/390,6-7=0/390,7-8=-2450/0,8-9=-2450/0,9-10=-2450/0,10-11=-2780/0,11-12=-2780/0, 12-13=-1613/0,13-14=-1 61310,14-15=-1616/0 BOT CHORD 26-27=-543/282,25-26=-543/282,24-25=-543/282,23-24=-1957/0,22-23=-1908/0,21-22=0/1384,20-21=0/2780,19-20=0/2780, 18-19=0/2780,17-18=0/2488 WEBS 523=-1282/0,2-27=-296/584,3-24=-1335/0,5-24=0/616,10-21=-617/0,7-21=0/1160,7-22=-1686/0,5-22=0/1691,15-17=0/1692, 12-17=-925/0,12-18=0/488 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)27=112. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 41'r OF JOHN M ip PRESLEY m CIVIL AIP 43029 ' --- - ` ANAL Imldag..ry.m.-a i 6',nrrJ,l d l.u3al.ar.-J. AppI,.aldat nl,1 ip I vr.rN f'1 "yayu.a,J.va�r.a:n a.c�par.ihJn-J�Yr Ik..IM�Ck.yna B�Lirrt L\.rpn.i+t.�.I7,i J_..fra nfuerrmr.a W.Jxm fa.�a[anusre wVA.artium.d yarraaaa.t the�eaih.M.ilinf, r! nnnp,.•ah ud udiercn dal.lae LbiKan r�qa rcywn�InY fu 6e cmnue.n atv.r'1 N IAe deura KEY mfrr.ar r i nLt..cWr In a YPCufr'.Na1�K Cc.pG.r..a n 4YIF{,a1}Ntl]Y ,tr fthn.nnl M' L7'P.,rpYy nay y.ur�n n L.�In,J a�pri d nur.mm.M alY'+nd Jxa ar rcpluc n ma ut ,+nnvann Wane Aehx.n Buih4.r/'ampo.m 9Qn1 IeLnaw.a{a4911 is pnaud pm.l.rn.arWirq r„ayx,k6.s.7 nman mA Innry..+4hk 8.r StlG'A:+u!icor Ph.r i.�aue - - Job rn s Truss Type— oty Ply �97 Olander Drive Northampton,MA 151010298 1F07 Floor 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:312016 Page 1 I D:UDztskrEVgl I Lk8PtDKIKPyBRM4-ObsH5n9FsiAme0zeRdN6OmOTmStPkxweVVKNOwzeyN 0-8-4 2-6-0 1-9-8 1-6-0 1 5-8 0-84 Scale=1:32. 3x4= 3x6= T7x12 MI118= T7x12 MII18= 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x6 FP= 1.5x3 II 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 99 20 19 18 17 16 15 14 13 412= 3x8= 1.5x3 I I 3x4= 3.10 MT20HS FP=4x12= ,0-8-12 10-4-4 11-1-411-10 18-6-12 19-3-0 FO-8 12 _ 9-7-8 _ _ __0 9 0 0-9-0 - - _ 6-8_-_8_ Plate Offsets(X,Y)-- 1:0-2-O,Edge] [6:0-1-8 Edge] [12:0_3-1 0-0-0] [16:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.30 17-18 >707 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.53 17-18 >407 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.05 12 n/a n/a MI118 141/138 BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:70 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 1=714/0-7-12 (min.0-1-8),12=715/0-7-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1864/0,2-3=-1861/0,3 1=-1861/0,4-5=-3622/0,5-6=-3622/0,6-7=-3506/0,7-8=3506/0,8-9=-1869/0,9-10=-1869/0, 10-11=-1869/0,11-12=-1872/0 BOT CHORD 18-19=0/2999,17-18=0/3506,16-17=0/3506,15-16=0/3000,14-15=0/3000 WEBS 1-19=0/1953,4-19=-1202/0,4-18=0/658,6-18=-278/369,12-14=0/1961,8-14=-1195/0,8-16=0/726 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Itk OF jO+*M tp PREStky 43029 � {AL. 1r..1..,w w.k f.6...:rd r.r A7.25LRPI q,.als!+np.rrn.r. lNara.dull b..l.i...a..l ry.i...rnd..emrd r jnw wla..dura rxa,l TI..J..�p1..1...d.1rx Iurnm..lw.rs and i,L.o irli..lva I.uLlralq r.wlurwyl in I--k f-d Wdnl,nz. 11, Ny1.1.1.,M dvVa lug y i•ar,J I.,__.T_..W rwn a«�....hhi.,d lic 9..18q�Lh p.. tl dd"IA p—d.9i,d&," nhrlr.ua.r Vr dwn for nrbrousr wufi.uJlfu,m r.l rry.nrrcr..i the�cadr.I.uflinr W r.nnnl.I1 ra.k.W n,Y1r.n 11rIJrIr fx.rrla rrqu.rcywndnllll hr 61W— r.vrr7 of rM dr.*w mh.rrar u.nu!rrWr 1n..p[adirholdall l'nldlarlm 1.1v6i nN)nhnlls.n I.Incrnl M a l7i'.r.rlu><T drxry 1hlrun..h1 larn.i..IwF.ri of nun rralhr..riY and Jae.1..lcpl.ar ttnYrr W Iwm hrrvlr Acfu ra audmlt clr.r.nna L.rr1F 1.i-1114W 111 far*l A R.rd,r.x 1crrJ1M 411.µ&k1 1 n. 1 and 11-ha a.rlahk h.rr IBCA rd Tn Aw:6.1htlr Job TrussTruss Type -- — - City Ply 97 Olander Drive Northampton,MA 151010296 2F01 Floor 4 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:32 2016 Page 1 ID:UDztskrEVg II Lk8PtDKIKPyBRM4-snQfl7Atc?IdGAYq?KuLxzxfDsFQTQfnk93wwNzeyN 0-1-8 H 2-6-0- - --I F -- 2-3-0 I�6 0 0 1 8 Scale�:26. 3x8= 3x4-= 3x8= 1 2 3 4 53x4= 6 7 8 1 14 13 12 11 10 3x6= 3x8= 3x10 MT20HS FP= 3x6 4x8= - -- - - ----- - 16-3-0 _ 16-3-0 - -- - - Plate Offsets(X Y)-- [4:0-1-8 Edge) 15:0-1-88 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 026 Vert(LL) -0.15 12 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.29 14-15 >671 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:64 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100E 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 15=954/0-3-8 (min.0-1-8),9=954/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2853/0,3+1=-2853/0,4-5=-3186/0,5-6=-2862/0,6-7=-2862/0 BOT CHORD 14-15=0/1758,13-14=0/3186,12-13=0/3186,11-12=0/3186,10-11=0/3186,9-10=0/1757 WEBS 7-9=-1929/0,2-15=-1930/0,7-10=0/1221,2-14=0/1211,6-10=-278/0,3-14=-263/0,5-10=-546/44,4-14=-556/36 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Itk OF JOHN M cn PRESLEY CIVIL � 43029 f' lw$T£ AL L.vlJ.yr.vey.aw-r to I.nruiJ aJ 1wda1.crv.ylr .�p�lnalrLLT il J.nKa ryal�.xf rvI� r.=.rurrur,J c,gml:n.n ec�..u6Ll�d uc 9..Idna I.Ic.i�w tl.IJ.gI rlvrpec JIrt..iJ�i Jnr /1""4 mlulwrr.n i...8err far ci»Avuussc ruh cvrlr .d rcyrrerue.KJIe yx G.WJior.rl Mlruw4.ro.h wd rduucn IyrIJrK lkvrnn r''M*nzl+urrMbry'kY•c cmralau.r aivray ar Iha Jex4p ,,�/�+',+�7��'Lr4'�fj,' mLrewar r il Irry rclrr In�.p[vi8r I.ulJeg[' 1i1 rico n avbl mry�iry Y n ld.lnu J M l84 c.uyuu7 �.cuy M.mn..Iv IAaJ Yy�..l.+I I uu nrulM. sly rW J,xa e.t�Irr n,wn.nQ rwuron b—f R'ft b owl&"l'ampeoer.Sdny I.&—*cn i9K:91 Wr lyon'�I lncW.r c4ueh.W�,�.p-Jel v�.naaww mJ le.c�nr nwl.Hk h.r 51r[.A uaJ 7.un Rrc 6nauc Job !Truss Truss Type Q�Ti 97 Olander Drive Northampton,MA 15101029B 2F01L GABLE '1 ___ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MITek Industries,Inc. Wed Mar 0213:59:33 2016 Page 1 ID:UDztskrEVgl ILk8PtDKIKPyBRM4-Kz_1 VTAVNJQUtK7OZ2PaTBUuHGioCzkwzppUSpzeyN 0-1{8 O}1{8 Scale=1:26.1 f i 1 _- 2 3 4 5 6 -_-,__7 -- 8 9 10 11 12 13 Ti -- --_ - ----- ------ -------- - -..-. _.._- - _.__---- ----- ------ 'Tt T�I T?i T,1 Til Th Tq 1 1 29 27 26 25 24 23 22 21 20 19 18 17 16 15 14 ! 3x4— 3x6 FP— 3x4- 1-4-02-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-3-0 _ 1-4-0 - -1 1-4-0 1 1-" 14-0 14-0 - 14-0 14-0 1 _1-4-0 14-0 14-0 14-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2009rrPI2007 (Matrix) Weight:55 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 16-3-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)27,14,26,25,24,23,22,21,20,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated, 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-104(0,131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i i i tN OF i I JOHN M. trn PRESLEY CIVIL ! /No.43029 p _ ` f3TER TONAL This truss is to be fabricated per ANSVIPI quality requiremems.Plates shall be of sii and type shown and centered at joints unless otherwise noted.'This design ix baud upon parameters shown,and is tur an individual building component to be installed and loaded vertically.Applicability of design parameters and proper inttttporatitm of compmtent is responsibility of the Building Designer.Building Resigner shall verify aB design ,/L�,.'$��[�ay�a'', information on this sheet for conformance with conditions and requirema is of the si—ific building and governing codes and ordinances,Building Designer accepts responsibility for the corecttim or accuracy of the design information as it may relate to a specific building.Cenification is valid only when otos,is tibricated by a UFP company.Bracing shown is fa lateral support of truss members only and does not replace erectim and permmsent bracing.Refer to Building Component Safety Information(8CSI)for general guidance regarding storage,delivery,erre ion and bracing available from SBCA and Truss Rate Institute. Job Te s Truss Type Qty Ply 97 Olander Drive Northampton,MA 151010296 2F02 FLOOR 3 1 __ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:35 2016 Page 1 I D:UDztskrEVgl I Lk8PtDKIKPyBRM4-HM6ow9ClvwgC7dHPgTR2YcZ7o3GGgiSDQ7IaXhzeyN 0-1-8 1-6-0 HI 2-6-0 ° �� ) 2-4-8 176-01J76741 0j 8 S le=1:62.1 46 II 6x10=_ 3x6 FP= 3x6 FP= 3x6 FP= 3x6 FP= 1.5x3=- 6x6= 4x8 11 5x6 11 6x10= 5x6 11 46 11 6x8= 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20T, 21 3 1 37 35 34 3332 31 30 29 28 27 26 25 24 23 22 3x8- 1.5x3 I1 1.5x3 11 34 FP= 3x8= 4x12= 1.50 11 3x4= 4x8= 8x6= 5x16= 3x10 MT20HS FP- 27-1-12 17-94 25-7-12 2$4-12 36-8-0_______1 17-9-4 7-10-8 -9- 9-6-4 ----- -- ------ -0-9-0 Plate Offsets X Y--_17 0 3 O,E��_LO-3-0 Edge]111:0-3-0,Edge] [15:0-3-0 Edge],[16.0-3-0,q-_Q091L25:0-1-8,Edge] [28:0-3-0,Edge]- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.20 23-25 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.3523-25 >647 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.06 22 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matnx) Weight:180 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 35=813/0-3-8 (min.0-1-8),28=2649/0-3-8 (min.0-1-12),22=895/0-3-8 (min.0-1-8) Max Grav35=905(LC 2),28=2649(LC 1),22=960(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2789/0,3-4=-2789/0,4-5=-2789/0,5-6=-2682/177,6-7=-2682/177,7-8=-2053/551,8-9=-57/1606,9-10=-57/1606,10-11=-57/1606, 11-12=0/3463,12-13=-1821/401,13-14=-1821/401,14-15=-1821/401,15-16=-3110/0,16-17=-3110/0,17-18=-3034/0,18-19=-3034/0, 19-20=-3034/0 BOT CHORD 34-35=0/1721,33-34=0/3004,32-33=-551/2053,31-32=-551/2053,30-31=-551/2053,29-30=-3463/0,28-29=-3463/0,27-28=-1251/0, 26-27=0/3110,25-26=0/3110,24-25=0/3385,23-24=0/3385,22-23=0/1847 WEBS 7-32=-370/0,16-25=0/446,11-28=-1429/0,2-35=-1871/0,2-34=0/1170,3-34=-264/0,5-34=-236/254,5-33=-682/0,6-33=-1169/0, 7-33=0/1950,8-30=-2495/0,11-30=0/2519,15-27=-1693/0,12-27=0/2171,12-28=-2764/0,20-22=-2008/0,20-23=0/1301,18-23=-254/0, 17-23=-384/100,17-25=-775/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard jH O JOH14 M PRESLEY fe CCYIL a 43878 ThV.(r►n.y..i,.ana�Rr1���.=.�. ..n. nn.,J.u� r. J• a �d...o,.a�in,K nl...,�n ..wJ a.r,� w.I,nK,�..�„a�.,a.ry..�m ad i.dd,.n.,..l.er.r�„1.,ae�,1 uJ LuJ.J•nr•...o, ,4,►+,.rWa,.J r .�,a,....•.na�...,py..,.,,..r....al.,.ay..e..:n,...�.r,1.m},J dYc rJddy u•.yn..x u..IdrK u�,., ..r...YJ>.®ul_,y�a nru ivar.n M.Jean fdr.ra6am u'r xnh..nJ�w••and mlvcrrm..t the{ufic IudbnF eeJ rrnrm.y ra.h W uduud•n tlnlJlyt llrrp.n r•gK•.olwn�1�}Gr 6c.ncnrs�.•c r�v.,<}er the Je.�e nlvsd>,n r d nr)Id-in a epnr6•h-JdaK r I.F11-•••bd nd}eb-sm.a Ir..cunl M a nW• 41.y Rung dvmv u Gs WnJ a�.n ei uu.•mm.M nlr nd Jen e.a r<plrr nnrrn eed pan•rn��bwtr.a Fr[n w auJJnr fwwapn�aec Betnt Wm.>ewm dai`AI i Mr pnar,tudn.r irtuJira+rep: kYrnY n.xron m.t huVge c•wdY+k ir YBS'A aJ Trwa ILw 6nlwr , Job Truss muss Type qty Ply - 7 Olander Drive Northampton,MA 15101029B 2FO2G FLOOR -- 1 2 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:37 2016 Page 1 I D:U DztskrEVgll Lk8PtDKIKPyBRM4-DkDYLrEORYwwMxQootU We1 eSZtxR8exW uRnhbazeyN 0-1-8 1-6-0 H 11-6 121 8 H 0 1 2 6 0 Of-112 [- 24-8 1F 6-� 1 6� 0- -8 Sc le=1:62.1 5x6 11 1.5x3- 6;�23x6 FP-= 3x6 FP= 3x6 FP= 3x6 FP= 1.5x3= 6x 2-= 6 10 4x8 I1 5x6 11 6x8- 6x6= 4x6 11 46 I1 46 11 1.5x3- 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 13 3 77� B3 1 40 -- - - --� - - --- -------- --- -- --- 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 23 400= 4x10= 1.50 11 1.50 11 3x6 FP= 3x8=- 1.5x3 11 3x4= 3x6 FP= 8x8= 4x10= 27-1-12 2-0-0 4-0-0 5-3-0 17-94 25_7_12__ 26-412 36-8-0 -2.0.0 0+3--0 -12-6-4-- ----- - 7-10 a g_ ----- 9-6-4 - -- 1 0-9-0 Plate Offsets(X Y)-- [3:0-4-8 Edge) [8:0-3-0 Edge] [9:0 3 0 Edge] [12.0-3-QEdge] [16:0-3 0 Edge],f17 0-3 0 0-0-01,[26:0-1-8 Edge] [36:0 18 Edge] [38:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.1734-35 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.32 34-35 >666 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.06 23 n/a n/a BCDL 10.0 Code IRC2009TTP12007 (Matrix) Weight:374 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 38=3858/0-3-8 (min.0-1-8),29=3240/0-3-8 (min.0-1-8),23=824/0-3-8 (min.0-1-8) Max Grav38=3950(LC 2),29=3240(LC 1),23=936(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7287/0,3-4=-7226/0,4-5=-7226/0,5-6=-7226/0,6-7=-4866/0,7-8=-4866/0,8-9=-3517/68,9-10=0/1636,10-11=0/1636, 11-12=0/1636,12-13=0/4585,13-14=-1532/1249,14-15=-1532/1249,15-16=-1532/1249,16-17=-2897/344,17-18=-2897/344,18-19=-2925/0, 19-20=-2925/0,20-21=-2925/0 BOT CHORD 37-38=0/6156,36-37=0/6156,35-36=0/7348,34-35=0/6286,33-34=-68/3517,32-33=-68/3517,31-32=-68/3517,30-31=-4585/0, 29-30=-4585/0,28-29=-2243/0,27-28=-344/2897,26-27=-344/2897,25-26=0/3226,24-25=0/3226,23-24=0/1793 WEBS 8-33=-663/0,9-32=0/310,17-26=0/550,12-29=-1955/0,2-38=-7202/0,3-35=-375/0,6-35=0/1337,6-34=-1887/0,7-34=-2050/0, 8-34=0/3689,9-31=-4169/0,10-31=-81/366,12-31=0/3666,16-28=-1935/0,13-28=0/2327,13-29=-2902/0,21-23=-1949/0,21-24=0/1240, 19-24=-251/0,18-24=-330/258,18-26=-973/0,3-36=-653/0,2-36=0/1314 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11,1 and R802.10.2 and referenced standard ANSI1TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(piq Vert:23-38=-20,1-22=-100 Concentrated Loads(Ib) Vert:2=-3000 3=-565 44`OF JOHN M 0 PRI °" J CMIL to l 430a4 �DRPA7. 7►.. .e.,h.L►r..rd rte.aM1SiRPI,p..le.:.q.,.r1.w. Fl.r..dull h.d.r...r..l py.,.i..s.nd.ue.d r ir• ,wl...,�.....or.w.d '16..,k.,p1..1..m1.px 1.>< ..I.ti..,d w i,...iadi..lr1 L..IJrg ry.wwtil In Ir mrw►d rJ klrkil rnxa0� hlgi.ada47 ul J.vpa 1 n�ur r1�1 r} rn.rllwur ul`tirF"r r�.r.iAlii�N•r Bt.JJnt Ort»lrnn YrLt Ili pu .vnl�J.l-,.�a nhrerar.r v..hoe1 to nrbmrrx wN.trdnen.rd.nlrrrrnn Q the yre-h.W rlinE ul!nemltSl.a.lr.ufd.ri urIJYE i>nrlrn r:.ryrr rq.muM4ry ht be em tmr a rivrr-t H rhe Jerypn ,nhrrr.r v r naf rtWr ae a yn.6.IrrhirF l rn r run Ic w.hd M Nen n.a rdrl.ud Ix l YP.rrllray ®tarry tl1 nn n hr YIeW.r♦psr d INq rrulfar mty rld Jx r replre nnvr rld paelm 1 NrYlll(.Ataa ballrhb�l�ut>prlmt itltl)IWrmYlln il9{511 Js1 p0`n1 xYJY.Y JrJnil rleype Jelrhetr n.�ur1 aJ It..1q�arrlellk Uut SNCA tlJ Trtu ilrx drhl Job rnss Truss Type - Qty Ply 97 Olander Drive Northampton,MA 15101029B 2F02L- GABLE -- 1 1 � Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:39 2016 Page 1 I D:UDztskrEVgl I Lk8PtDKIKPyBRM4-97LI mW FGz9AebFaAvl WJSkpMgdCcVSpLIGogTzeyN II 0-1-8 1-6-0 2-4-8 0- seal =160. 4x6 11 3x6 11 6x10 3x6 FP= 3x6 II 3x6 FP= 3x6 FP= 4x4 11 3x6 FP= 3x6 II 6x6= 3x6 II 4x8 11 5x6 11 6x10= 3x6 11 4x6 11 3x6 11 46 11 3x6 11 6x8= 3x6 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Tq "2 2 S S -_-S _S a, Td 37 35 34 3332 31 30 29 28 27 26 25 24 23 22 3x6=--_- 3x8= 8x8= 3x6 FP- 3x8-= 5x10= 3x4= 4x8= 3x6= 5x16= 3x10 MT20HS FP- 27-1-12 17-9-4 20-0-0 25-7-126-8-0 36-8-0 1-4-0 2-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0,17-4-0 18-8-p - 214-0 22-8-0 24-0-0 25-4-0,26-412 29-4-0 30-8-0 32-0-0,33-4-0134-8-0,36-0-0 1 4-o ai o- e-a=o - - 1-4-0 1-a-o 1-a-o 14-0+ a=off l-a-o 1 a-o 0-10-1zi=a=oil-a-o 14-0 14-0' -s-3� 2-2-4 1-4-0+i=a=o 1-a-o o a-oho e 0-5-4 1-4-0 0-3-120-3-4 _ _ [11_ _ 0-5-12 ____ Plate Offsets X Y--17_0-3-0 Edge] [8:0-3-0 Edge] 0- 3-0,E�L:0-0-5,0-0-8] [15:0 3-0,Edge]L25:0-1 8 Edge] [28:0-3-0 Edge] [41:0-0-5,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.20 23-25 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.35 23-25 >647 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.06 22 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:191 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 35=813/0-3-8 (min.0-1-8),28=2649/0-3-8 (min.0-1-12),22=895/0-3-8 (min.0-1-8) Max Grav35=905(LC 2),28=2649(LC 1),22=960(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2789/0,3-4=-2789/0,4-5=-2789/0,5-6=-2682/177,6-7=-2682/177,7-8=-2053/551,8-9=-57/1606, 9-10=-57/1606,10-11=-57/1606,11-12=0/3463,12-13=-1821/401,13-14=-1821/401,14-15=-1821/401, 15-16=-3110/0,16-17=-3110/0,17-18=-3034/0,18-19=-3034/0,19-20=-3034/0 BOT CHORD 34-35=0/1721,33-34=0/3004,32-33=-551/2053,31-32=-551/2053,30-31=-551/2053,29-30=-3463/0, 28-29=-3463/0,27-28=-1231/0,26-27=0/3110,25-26=0/3110,24-25=0/3385,23-24=0/3385, 22-23=0/1847 WEBS 7-32=-337/0,16-25=0/312,11-28=-1429/0,2-35=-1871/0,2-34=0/1170,3-34=-264/0,5-34=-236/254, 5-33=-579/0,6-33=-1093/0,7-33=0/1798,8-30=-2495/0,11-30=0/2519,15-27=-1625/0,12-27=0/2171, 12-28=-2764/0,20-22=-2008/0,20-23=0/1301,18-23=-254/0,17-23=-384/100,17-25=-519/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1N OF S. d4 Hft M tp PRF SLE Y ! *43029 'aMA1,��tr In.IJafl..r,wu.cal�n Ir,nr dd.rl 6add.nz.;dlr A174uhdae M d-R.r-.-.-41,,,.r..paeu.a d.vq.rnrm a req.�n1.41�d me B4Jdn�Lh•irrwz tldJ.yl U pncr Jae v.zJ7 i Jc.q a MIN nGrs.>_r.o fu•bm la.n.mwvusr wall.nwJnwn•and mtva.enra d she y.ear4•tuilinr,.rl rnrnnr.�cwh u./.rdina•n tlaIJ1.R ilrrpn u.qx.nywnwMlny Lr 4c r.vnleo..r r.urar or the Jnurw m4rwau r.nuf+cl.lr 1..••yn.4.hul.4aK Cnu4.rrm a wW.Nr.am tr.n f.lrrrunl h.lW c.rluary BIer.M Yumn a h.I.Ind'9i'r�.d rw..mrmM.,a14.nJ Jun ell icylar nnux W I-"b,-,R jut.x.HUM...C-4--9.1.7 Wwmwm 41k 911 k.*-.1 N d- r A.d.w 4.ww.kh*n1.R�9run-I k.-L.-A hk h-SBE-A-d T.-ILa I-- Job [2F Truss Type - QW Ply 97 Olander Drive Northampton,MA 151010298 — 3A Floor 2 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:39 2016 Page 1 ID:UDztskrEVgl I Lk8PtDKIKPyBRM4-97LImW FGz9AebFaAvl W JSkmmg W6cabpLlGogTzeyN 0-1-8 H i 2-6-0-- 00-11j�_ 1-6-0 2-6 4 � Scale=1:29.9 1.5x3 11 1.5x3 II 1.5x3= 4x8 1.5x3 11 3x4 6x6= 1.5x3 I 3x6 FP= 4x8= 3x4 11 1 2 3 4 5 6 7 8 9 10 18 ------ 16 15 14 13 12 3x6= 4x10— 3x10 MT20HS FP= 4x6= 3x6= 1.5x3 11 6x6=_ 17-11-0 F - -- ----- - - --- 17-11-0 - ----- -- -- -- - --- -H Plate Offsets(X Y)--_L6 0 1 8 Edge-],_t12:_0-1-8,Edge] - -- -- -- - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.27 15 >786 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.48 15-16 >440 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code IRC2009rFP12007 (Matrix) Weight:70 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No.2(flat) 2-2-0 oc bracing:12-13. REACTIONS. (Ib/size) 17=1054/0-3-8 (min.0-1-8),11=1060/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3288/0,34=-3288/0,4-5=-3825/0,5-6=-3825/0,6-7=-3411/0,7-8=-3411/0,8-9=-3411/0 BOT CHORD 16-17=0/1977,15-16=0/3833,14-15=0/3411,13-14=0/3411,12-13=0/3411,11-12=0/1983 WEBS 6-13=-628/0,7-12=-418/0,2-17=-2171/0,2-16=0/1449,4-16=-602/0,4-15=-148/272,5-15=-611/0,6-15=0/1283,9-11=-2183/0, 9-12=0/1576 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,%tk OF "k M CA PRESLEY � Q CIVIL/ /ND 43029 Q' I...IJry{..>�.mew•r re ti.nue3yi d had+l,cn..ar Ap0.,A kr d d-pe[—,--A I.,,—r..q wur.J rugnxun a rc4b& i rr 116JAnf lkn}nv tl..h1r�Wap�cr.M67..s,1.i.Ai.haMIA mhrouaa.e v..iwcl/a nWwanar Mtiih n+Jnwo.oM nSlrrerena nt rhe.Nca�h.FUJlnF W ye.rcrmuM caale.uW.rdruocn tlr1Jy�lk.ipin r.quw�.ym.+bJUT I�r 6c nnnmo..r�lvrr/eI the Jewjn u4rauas r�m+l rtW r in�vpnr0.hwlJa�['nuh.run n whd mry.lrn r o:1eN1tUN b4 a 19P.,mlual �rtry damn n to 1.1re+l niF.xi of uu c nnnhm wolf.od Jon us rryruc HnmR aed lK�wman MrrrF ANa M Builinr['wgnneae lide7 Wnoamm IFK-81 r Ir MnnY rw.fa.e plsnWq rnype Jeirn�actvan noJ htuiq�x.nl.hk h,r 58C.A eW inm Hbe 6.rnuc Job r uss Truss Type otv Pi v L97ander Drive Northampton,15101029B 2F03B Floor 1 1erence(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:40 2016 Page 1 ID:UDztskrEVgllLk8PtDKIKPyBRM4-dJvhzsGukTJUDP9MT01 DFfG_g4yoL0MyaP?LCvzeyN 2-6-0 —- — -6 0N8 Scale:3/8'=1 111, 4x8= 1.5x3 11 3x4 11 4x8=- 1.5x3 11 3x4 1.5x3 11 3x4= 1.5x3 11 3x6 FP-- 1.5x3— 1 2 3 4 5 6 7 8 9 10 %VI W1 18 Rii 1 _.. 1, 16 15 14 13 12 3x8 4x10= 1.5x3 11 3x4 3x10 MT20HS FP= 4x10= 3x8= — — 19-0-8 19-0-8 -- ------ Plate Offsets X Y---_j1.Edge,0-1-8],[4:0-1-8 Edge] [14.0-1-8 EdgeL _ — — -- — — -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.29 12-14 >789 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.52 12-14 >434 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:74 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 17=1127/0-3-8 (min.0-1-8),11=1121/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3565/0,3-4=-3565/0,4-5=-4332/0,5-6=-4332/0,6-7=-3579/0,7-8=-3579/0,8-9=-3579/0 BOT CHORD 16-17=0/2122,15-16=0/4332,14-15=0/4332,13-14=0/4256,12-13=0/4256,11-12=0/2123 WEBS 2-17=-2336/0,2-16=0/1596,3-16=-284/14,4-16=-1050/0,9-11=-2332/0,9-12=0/1609,6-12=-749/0,6-14=-233/481 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard X11 OF JOHN M tP PRESt£Y CIVIL f ! AIP 43024 AL .,r,a...,,...r.r,.x.re..,,.emr.>r.vn...wx�r...r,a,.y..rr..n.tm:,p�,n.rx,.unF...rr,,..,r,r.r.,...i..,,a..rr,..n u.w.R.x..p,n..fiur�y,�,.wrn�r,.a..,nr<,.�..,....a<.•+arm.,>ry.. ar........,,,.}r.rr ,,.y. r•r.m.�r'nm,.r,.e,...xa.aay.a.n.....rr.,.�n/e,.r,rv,,.t..t a.,N e, .,.r,.rrnr.. .,v,wm.�l.,,.rv.na.k.,.,ar ...n�,.._d I,av,aan MrifrR Ae6r w IWr16nRL'wvpavr 9.rai iNx,em,a itK.-91 i M�aad/r4r.e rr�ruJr�r,eypc kY,ar acs„on uvd le..m,�nwlrA.k h,s,9aC'A a.i 7.uu fiw W.,wrr Job Truss rnss Type -- _- c2ry Pry �17ander Drive Northampton,MA 15101029B 2F03BG Floor Girder 1_ ference(optional) _ Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:42 2016 Page 1 ID:UDztskrEVgl[Lk8PtDKIKPyBRM4-ai1 ROYH8G4ZCSiJIbpR�3�hLL4MGDuacpvlFljUSHnzeyN 2-6-0 - -i 2-6-4 --- 1-6-0 I I-- 1 61 —� I 1-7-4 —10-(8 Scale:3/8"=1 48- 1.50 11 3x4 11 400= 1.50 11 3x4-- 1.5x3 11 3x4_,-= 1.5x3 11 3x6 FP- X10- 1.5x3- 1 2 3 4 5 6 7 8 9 11 20 1 18 17 16 15 14 13 3x8== 4x10 Job Truss-- Truss Type Qty Plv 97 Olander Drive Northampton,MA 151010296 2F04 Floor 2 1 Job Reference(optional) Universal Forest Products - 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:43 2016 Page 1 ID:UDztskrEVglILk8PtDKIKPyBRM4-2ubpculn1 Oh34sux88bvAluTDlygYM1 PGNE?pEzeyNU 0-1-8 Hi 2� F 1 6 4� 1�6 I 2� 1I 6-� 1�� Scat 0J-8 =1:54. 410 3x6 FP= 3x4= 3x4= 3x4=- 4x8= 3x6 FP- 3x4= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ------ — --._.._---- - -- - —- - -- 3-- 1 1 32 ' B3--- 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6= 3x6= 4x12=- 3x8= 3x6 FP= 4x10= 3x4-= 4x8= 3x6= 3x10 MT20HS FP= 8-6-4 22 -4�3-1-1x22 7-04--------- — b ----13=9-4 13-1Q-12 21-7-0 — 9-�2 0`♦8 —...----- 32-8-0 7-0-4 -9- 5-3-0 0-`1-8 7-9-0 9-4-12 - 0-9-0 _ 0-9-0 Plate Offsets(X Y-- 4:0-1-8 Edge�_j5:0-1-8 Edge],[7:0-3-0Edge] 111.0.1-8,Edge],[21:0-1-8 Edge] 125:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.27 19-21 >825 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.50 19-21 >455 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.06 18 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:126 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 30=599/0-3-8 (min.0-1-8),25=2314/0-3-8 (min.0-1-9),18=965/0-3-8 (min.0-1-8) Max Grav30=705(LC 2),25=2314(LC 1),18=991(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1805/0,3-4=-1805/0,4-5=-1574/380,5-6=-449/1184,6-7=-449/1184,7-8=0/2293,8-9=0/2293,9-10=-2081/0,10-11=-2081/0, 11-12=-3240/0,12-13=-3240/0,13-14=-3024/0,14-15=-3024/0,15-16=-3024/0 BOT CHORD 29-30=0/1224,28-29=-380/1574,27-28=-380/1574,26-27=-380/1574,25-26=-2293/0,24-25=-358/401,23-24=-358/401,22-23=0/3240, 21-22=0/3240,20-21=0/3417,19-20=0/3417,18-19=0/1845 WEBS 4-28=-295/0,5-27=0/294,7-25=-1113/0,2-30=-1342/0,2-29=40/641,3-29=-336/0,4-29=0/728,5-26=-1592/0,7-26=0/1928, 11-23=-1418/0,10-23=-261/34,9-23=0/1920,9-25=-2583/0,16-18=-2026/0,16-19=0/1303,13-19=-434/0,13-21=-499/150 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard tM OF JOHN M ru PRESLEY j CIVIL � 1 43029 g' G1MuADNAI,T-1- 14-4.116. ..d..0h.4——1,*.r....." r. a r I.— i1.J..,`n 6—I.r—I.arr.w.r..ho-.a.nl w f.... I,..IJaR uy.awyl m I.,nrrh.J.r!Yr6J.rnrrll! /yYl..d..41 M J.v�a p..lrrr...,�Irry�y r,.q.mrruu.J..uryw np,.url.hl,.N IYr tll.,ld.0 llx.tnwr tlrhirll Ixvp.n.h.LL ns.l�i a.�r. nLru a iI..F.m for.iwb..usz ruh..rJnwr..and ml�rorrrex d Ihr ysr.Jl.hullinr.W r.nrmul.ur.ir....d..irr. tl�LWK lk-.Iryn s.qn.rryw.d.lny hr br,mraiao..r r�arrr d thr Jcyaa a.h.eu1 .uu!.rlrr In•.ye..rr h+,I.h.K Cnuhar...l a w6l.rY!.hm ati m.IY.r.�nl M a IIFY..wi.ary i.wry Ih ..Tis�v.l Hts,rl of rrv4 rrmlM.,aly rlJ,tun.,r rcplrc tt yr uN rr..um I1Nn..lr Acru x.tlull+Ll[i'ocrp,nut S.1'n1 Wyw 148K1111e.»uoal,n..lrr.r YUJrrq.,.pn:dli—T n vol u.J)cull.. A kk h, S9CA aJ hem i9.w b.IMlrKry Job_— Truss Truss Type— Qty Ply 97 Olander Drive Northampton,MA 15101029B 2F04G Floor 2 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:44 2016 Page 1 I D:UDztskrEVgl I Lk8PtDKIKPyBRM4-W59BpEJPohpwiOT8is69QVRZrhDLHoJYV 1 zZLgzeyN 0-1-8 H 2-6-0 __•1 1�6� 1� 6 0� 24-8 0:6:0_�1:674 1 Otl2 1, 0- -8 S l -1:54.1 410= 3x6 3x4— 3x4= 3x4= 48= 3x6 FP= 3x4= 3x4= 3x6 FP--- 4 c10= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 --- 1 34 Ci 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6= 3x6= 4x12= 3x8= 3x6 FP= 412= 3x4= 3x8= 4x10= 4x10= 3x10 MT20HS FP- 8-6-4 23-1-12 7-0-4 -9 _ 13-9-4 _ 13- -12 ___21-7_12 22�_223r3-4 30-8-0 32-8-0 F— 03 -9- 5-3-0 0-4-8 7-9-0 -9-t 0-�7-4-12 2-0-6- 7- --i 0-9-0 0-9-0 Plate Offsets(X Y)-- (4 0 1-8 Edgel.[5:0-1-8 Edge] p:0 3 0 Edge] [11 0-1-8,EdcLel,j19:Edge 0-1-8] 20t .0-4-8,Edge] [23:0-1-8 Edge] [27 0-3-O,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.33 21-23 >681 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.66 21-23 >340 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.08 19 n/a n/a BCDL 10.0 Cade IRC2009/TP12007 (Matrix) Weight:130 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100E 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 32=584/0-3-8 (min.0-1-8),27=2435/0-3-8 (min.0-1-10),19=1843/0-3-8 (min.0-1-8) Max Grav32=698(LC 2),27=2435(LC 1),19=1870(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1775/26,3-4=-1775/26,4-5=-1529/473,5-6=-383/1320,6-7=-383/1320,7-8=0/2455,8-9=0/2455,9-10=-2354/0,10-11=-2354/0, 11-12=-3832/0,12-13=-3832/0,13-14=4043/0,14-15=4043/0,15-16=4043/0,16-17=-2708/0 BOT CHORD 31-32=0/1209,30-31=-473/1529,29-30=373/1529,28-29=-473/1529,27-28=-2455/0,26-27=-326/467,25-26=-326/467,24-25=0/3832, 23-24=0/3832,22-23=0/4209,21-22=0/4209,20-21=0/3098,19-20=0/2657 WEBS 4-30=-306/0,5-29=0/305,11-24=0/275,12-23=0/299,7-27=-1125/0,2-32=-1325/0,2-31=-72/626,3-31=-341/0,4-31=0/768, 5-28=-1640/0,7-28=0/1956,11-25=-1768/0,9-25=0/2149,9-27=-2833/0,17-19=-3183/0,16-21=0/1045,13-23=-753/33,17-20=0/693, 16-20=-766/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:19-32=-20,1-18=-100 Concentrated Loads(lb) Vert:17=-985 6F'OF J{lNk M to PRESLEY 411 CIVIL 43024 �$T£ kt' ]�..v...n n.M feMra.l rsr g1dS1RPl,r.alr.,sq,.rsllar. hr.,du116..1.w rA cps b.a.nd,srrrsd r jr.m.ted...+Ilu..us rwd T6.Js.l}n..I.rad.l,r Iarrnrs..M.s rsl a fv u indi...l.ri h..W,YI a.ay.rw�In 6.nral.l.rJ Lrdd.c.adlF AHdnslsla�d dnnlpa 1ac.m..rr r.d 1 q rrlanraa W"'a'1"r np.a.h41� J rc 10.idr,l Llra�nv+ daWaq 11 Ilncr Jn6.asd/JI arlr. nlursar.a d.afbl Tn aaa8are rz wuh avrlN .rM nyruorrnti d Ib .pca.fic Fdl/ln(>Ir1(ntnnrr ewks rld.rJY Nrlilr(r Lla.(<ra rqw Iry.mr6dn)In 6e<.rsdim,.n suvrry d Ific Jcr�n mt.rwrrr r Icr).tWr In•.pec.6c brlJap l- 1 Ganu.a 11'Ida mp-6-:u.nW.I. 1 115.1114- Sad, 1111'Sad,l 6--OK 311 Fr nud,l/rsLrr.yr.Ly1 crypt , Job Muss — truss Type --- -- ary Ply��907 =an-derr—bthampttmnn�-M�rive Nor151010296 2F05 Floor 6 ptional) Universal Forest Products - 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:45 2016 Page 1 I D:UDztskrEVgllLk8PtDKIKPyBRM4-_Hia 1 aK1 Z?xnJA2KGZdOyi_oi5hxOFyijhj6u6zeyN 1-10-12 1-6-0 2-6-0 Y� 1-7-_8X1_6-0�I 2-0-4 0-1-8 Scale=1:45. 1.502 M18SHS-- 3x4= 3x4— 6x12= 3x4- 3x4= 5x12 3x8— 3x6 FP= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 1 14 15 30 It- µ 2 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x4= 5x10= 4x8— 3x10 MT20HS FP= 48= 3x6= 4x6 3-3-4 18-7-12 24-12__2- -4 4-0-4 7-6-4 17-1-12 17-10-12 26-2-0 2-0-12 0- -8-- 0.94 3.6.0 �-----____- — 9.7.8-- ---._--10.9.00_p 7-6-4 _.._.._ 0-9-0 Plate OffsetsX,Y14:0-1-8 Edge] [11:0-1-8 Edge1i12:0-1-8 Edge] [26:0-1-8 Edge] f2 Q-A-U-04 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.21 19-21 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.36 19 >618 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.04 16 n/a n/a M18SHS 197/144 BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:106 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 23=2003/0-3-8 (min.0-1-8),16=977/0-3-8 (min.0-1-8),30=87/0-3-8 (min.0-1-8) Max Uplift30=-155(LC 3) Max Grav23=2003(LC 1),16=992(LC 4),30=271(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-283/532,2-3=-279/534,3-4=-279/534,4-5=0/1558,5-6=0/1558,6-7=-1/264,7-8=-1/264,8-9=-2975/0,9-10=-2975/0, 10-11=-2975/0,11-12=-3414/0,12-13=-3009/0,13-14=-3009/0 BOT CHORD 25-26=-534/279,24-25=-534/279,23-24=-2005/0,22-23=-1973/0,21-22=0/1761,20-21=0/3414,19-20=0/3414,18-19=0/3414, 17-18=0/3414,16-17=0/1841 WEBS 6-23=-1940/0,1-26=-621/259,4-24=-1424/0,6-24=0/797,11-21=-786/0,9-21=-302/0,8-21=0/1384,8-22=-1989/0,6-22=0/2060, 14-16=-2021/0,14-17=0/1291,13-17=-273/4,12-17=-655/25,1-30=-292/154 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Bearing at joint(s)30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 Ib uplift at joint 30. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard I!rt OF JOHN M as PRESLEY /I l 43029 r" --- - �MAt. " In.IJrp.,ry.nn:,l in h-,naulil.rf irAd.cn..alir AI*I,.J�r d Jrry ivrun.�.t.mJ IcTx w.,gw,wr W.+sga..cn..nrp.ruhhl�i4•.NaJMi Lh.l}!ws tlrhlr�/a fptn Jab@ ns.l�J J:,.fft /r"1 mf.r®rar.n�„hni fn..!elamrur wvh.vlWnlw and rryvewram.,t Ihr!pn1h.Fu!{AnF aaJ rnrrmlop.ah W nJruw.n firWay Ltvpn r.el!Is x-ywmMiny(rt 6e nnnlnrr.a r�vrai d lhr Jeyp! j�('4�,�sLllyr`rrh�' mhaauar u r nab rHrr In•`pcn6.huhhel!['nllll.run!.�w4./.aNr Nim au.Idw!.rnl W a f!H'.ustuay s!..,y Jr1r.n a f,:IYlnal vypai u1 uu..mmlhr..r1Y r!J Jou n.a!epracc crtar rf Ixrmwmn hw.n�, Aefu w B.Alk"['urut+!ntw[Y�fni]YauW.+!413E IIII.pelad/rdrr I.;ruJlpl w,syx Jelnar nA9!a11 and IeaNq�a�!V.hk h.rl 5NCA aJ 7avw Row.ir.!wue --- Truss Truss Type -- d'y Ply 97 Olander Drive Northampton,MA 151010296 2F06 — Floor 5 1 ___ _ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:47 2016 Page 1 ID:UDztskrEVgl I Lk8PtDKIKPyBRM4-wggKRFLH4cBVZTBjN_fs2738LvNJU9V_B_CDy?zeyN 2-1-12 1-6-0 2-6-0 71 1-7-8 1-6-0 i 2-0-4 0-1-8 Scale=1:43. 3x4= 3x4 11 3x4 3x4= 5x12= 3x8= 3x6 FP= 3x4= 3x8= 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 T9 - 1 27 Ci N 1 25 24 23 21 20 19 18 17 16 3x6= 4x6-=3x4-= 5x10= 3x10 MT20HS FP= 4x8= 3x6= 4x8= 18-7-12 7-6-4 17-1-12 - - - 1 -10- 2 26-2-0-- ---- --.-- T64- - ----[----- ----- 9.7-8 ------ --10.9.0 9 7-6-4 - 7 Plate Offsets jX1Y1.:Edge,0-1-8],[2:0-1-8,Edge]L 0-1-8,Edge] [10:0-1-8,Edge] [11:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.22 18-20 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.37 18-20 >601 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 Code IRC2009/TPf2007 (Matrix) Weight:104 Ib FT=0%F,0%E - - - --- -- -- - ----- ------ -- - - LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 26=142/0-3-8 (min.0-1-8),22=1977/0-3-8 (min.0-1-8),15=985/0-3-8 (min.0-1-8) Max Uplift26=-127(LC 3) Max Grav26=316(LC 2),22=1977(LC 1),15=1000(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-338/486,3-4=0/1498,4-5=0/1498,7-8=-3058/0,8-9=-3058/0,9-10=-3058/0,10-11=-347220,11-12=-3044/0,12-13=-3044/0 BOT CHORD 25-26=486/338,24-25=486/338,23-24=-486/338,22-23=-1933/0,21-22=-1901/0,20-21=0/1861,19-20=0/3472,18-19=0/3472, 17-18=0/3472,16-17=0/3472,15-16=0/1860 WEBS 5-22=-1913/0,2-26=-381/547,3-23=-1399/0,5-23=0/767,10-20=-768/0,8-20=-304/0,7-20=0/1374,7-21=-1979/0,5-21=0/2052, 13-15=-2042/0,13-16=0/1309,12-16=-271/7,11-16=-677/8 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 Ib uplift at joint 26. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Jtk Of JOHN,M ip PRESLEY ^� f 43829 AL n.ar.oa,tir.►.,...n,,.anitvrN�.,�,...r..,.,...f. M�.,r,.Ilrk�r.,..,.J.,a...,....a....a.,t.i:�....1..,,.1�..,....,.r n..r.��,,.w.a.e,.l,...,......>.�..ad«r,...�.,+;,vf,.a MIN r fa..N v.ywocr M b,aramf..f ad l,m�.ar Arpl.aalWaf„f rye. a r..a 1 y, ,qwr. .ur "�wr ¢.ula4r,.v f.,13na urKM x x.wrlr u r R a r�.y r a awa nGrsu,r.r v.,hen ter nrineusx nW.vrlinm.rd rcgavrresa d au 1pcc M1.hwlinr LI t,,xrmup.wlr,.and uiur. firl,lr�Lb.Enn rtgin rogrnah,hry lu 6c.rrnfrr a to LfarF mf the dcat a ,nGeearar u i m.1.drr r,.a apcnGr huLlag l'rfNaauaa n.vMi.N/nllm era n farnuuN M L4Y.,.guar �YW 1h n.4r V1rla1 w�y,ar d tmr romrtrr..,nlY and Jaca en ng(..r nnnua ae! Iwnuaan barn,(.AeCne ae Nwi,in�Cwap,ntaa SaTnr le(a.nuf.n if1K91 r fn Nadel an.ta.r. }anhaq n,sape Jehwr nmw,ua.l Iea.la,�naiWk 6uat YUC.A nJ 7s,m F9ne daiuc. - - - - -- - Job _ truss Truss Type — city Ply 97 Olander Drive Northampton,MA 151010298 2F06G FLOOR -- 1 1 ____ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:48 2016 Page 1 ID:U DztskrEVgl I Lk8PtDKIKPyBRM4-OsOifbMvrwJMAdmvxhA5aLbMDJkFDf28QexmURzeyN 2-1-12 1-6-0 2-6-0 , 1-7-8 1-6-0 2-0-4 0-1A-8 Scale=1:43. 3x4= 3x4 I 3x4- 3x4= 410= 3x6= 3x6 FP=- 3x4= 3x6 `9q�jl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 --- - -- - ---- - - — -- 1 1 27�� 25 24 23 21 20 19 18 17 16 3x6= 46=3x4 II 410= 3x8= 3x6 FP= 3x8= 3x6- 18-7-12 �- 7-6-4 17-1-12 17-10-12 26-2-0---- _-7-6-4 _. __-_--- -------- 9.7.8---- -------- 0-9-0 --.-._-7-64 Plate Offsets(my)- it Edge 0-1-8],[2:0-1-8 Edge]j3;0-1-8,Edge] [10:0-1-8 Edge] [11:0-1-8,Edgel LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.11 18-20 >999 480 MT20 197/144 TCDL 40.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.30 18 >745 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.04 15 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:104 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 26=107/0-3-8 (min.0-1-8),22=1483/0-3-8 (min.0-1-8),15=738/0-3-8 (min.0-1-8) Max Uplift26=-28(LC 3) Max Grav26=194(LC 2),22=1483(LC 1),15=746(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-142/270,3-4=0/1094,4-5=0/1094,7-8=-2251/0,8-9=-2251/0,9-10=-2251/0,10-11=-2579/0,11-12=-2259/0,12-13=-2259/0 BOT CHORD 25-26=-270/142,24-25=-270/142,23-24=-270/142,22-23=-1418/0,21-22=-1394/0,20-21=0/1359,19-20=0/2579,18-19=0/2579, 17-18=0/2579,16-17=0/2579,15-16=0/1398 WEBS 5-22=-1427/0,2-26=-159/305,3-23=-1049/0,5-23=0/571,10-20=-518/0,7-20=0/1012,7-21=-1495/0,5-21=0/1526,13-15=-1534/0, 13-16=0/952,11-16=461/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 Ib uplift at joint 26. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ttk OF JOHN M iA PRESLEY CrVtL 43429 ST£ A 9L.r+...:w ti frlM.rr!rr a11lSiTN yYt+r.rq..mo.r. PIYc.JuI16.d.+.K r.1 r.p.J++w YrL+.amad r j+vm,wtc..+dicrm>r rnrwl '16.1.+�..I.uo!,.pr I.a.rnor..lw,.a Yd�.,f+..n inJi..J+..i Iw.IJrp[ny.:vwyl+n M mwL�l rJ►raif.<r.cwil/ lyyludnlar M Js.p<Icr.mur•rnd Irry+..r,alwxrur N.uq.mcr a rcrprrh4l�N`c N.JYy 1]c.yaw< tlr4lraN Uvpro.6JE nx Jt i+kayp /Z"<'\ nGrsarr+r v..hm lr a.rirfu�s wrM1 urJa.r..rd rntvcarne.d+br yxa+rl.ludanp uJ t.nem�ap rnh rnJ n8maan url.lap Lt-rp�n...yw�.Y+rWlny 4<is nrxn+aoa.r.•wr-}N tM Jrr4n /jiV���Tr,`�'i)'� ml+rs<ar r■nap reWr rn.rpnaBr bY1Jr�Cnul.Yw la auW,N�rttm er...lYncrrl W a lUi.aryraT &ra�ry damn n Or WmW n+fr<r ur trvr rocmM..ric and.bu r+a+rpla.r c+rtrr Yr Ixaauru+i b+wv+p Ilefe ra tlmlAap l'arpuec 9YUT WYDY�m:aL"711 i kr,final lmYrr+cauJugr r+.yp.iki—I amwn urA l<ranp arrdNk L+r tiaL'A rJ Tcun l9wc(fiYMlr A�I�11 Job ,'Truss TFloor type ay Ply 97 Olander Drive Northampton,MA 151010298 j2F10L Supported Gable 1 1 ---- _ __ _ Job Reference o tonal Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:49 2016 Page 1. ID:UDztskrEVgllLk8PtDKiKPyBRM4-s2y4sxNXcERDonL5VPhK7Y8cuiACyCiHeihK1 uzeyNO 0 i1 8 0-1-8 {1 l Scale:318"=11 `i i I i 3x6 FP 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ^. Tt 9 1. s 1 ...-----._ � 1...---_--- � '----- �- 1 --------1j1 T1�1 35q 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x6 FP- 3x4 _ - - - 19-2-4 19-2-4 -- - , LOADING(psf) SPACING 2-0 0 CSt. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:65 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 19-2-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)33,17,32,31,30,29,28,27,26,25,24,23,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard [ I i i I ZH OF JOHN M. tn PRESLEY CIVIL / o.43029 �O ` lSTE __ ---- --- - --_- K)IflAL This truss is to he fabricated per ANSIfrPI quality requirements.Plates shall be of sire and type shown and cornered at joints unless otherwise noted.'['his design is based uptm parameters shown,and is for an individual huilding componrnt to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design information on this sheet t'ar conformance with conditions and requirements of the specific building and governing corks arid ordinances.Building Designer aaepts responsibili[y fix the correctness a a¢urucy of the desigat infornuinin as it may relatera specific building-Certification is valid only when truss is fabricated by a UFP cmnpany.Bracing shown is for lateral support of truss members only and does not replace erection and permanent=.g Reber to Building Component Safety Infa nation(Wsu far general guidance regarding storage,delivery,erection and bracing available frau SBCA and Truss Rate Institute. Job Truss Truss Type Qty Ply 97 Olander Drive Northampton,MA 151010298 2F10LA Floor Supported Gable 1 1 _ Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:50 2016 Page 1 ID:UDztskrEVgllLk8PtDKIKPyBRM4-LEWT4HOANXZ4QxwH36DZfmhnf6VfhfyRtyQtZKzeyNN 011T8 0T1T8 Scale=1:18. I 1 2 3 4 5 6 7 8 9 10 -- T! — j � I 2 T $T1 T $T11 T1 $T Tp T I � li i i 20 19 18 17 16 15 14 13 12 11 ' 3x4 3x4— — -- - 11-2-0 11-20 - - -- LOADING(psf) SPACING 2-G-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress loco YES WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code IRC2009lrP12007 (Matrix) Weight:39 Po FT=0%F,0%E — -- LUMBER- BRACING TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 11-2-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i i cN OF JOHN M. try i PRESLEY CNIL .43029 4 O� tSTER `�bAlAL This truss is to be fabricated per ANSIrrPI quality requa mems.Plates shall be of siie and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is for an individual huilding camponont m be installed and loaded vertirxlly.Applicability of design parameters and proper incorporation of component is responsibiity of the Building Designer.Building Designer shall verify all design information on this sheet fur conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility for the axrecmess or accuracy of the design informationas it may relate to a specific building.Certification 6 valid only when truss is fabricated by a UFP contpany.Bracing shown is for lateral support of truss members only and does not replaceerection and permarent braciag.Refer to Building Contponent Safny Information(BCSI)lo,general guidance regarding uorage.delivery,erection and bracing available flan SBCA and Truss Rale Institute. -- -- --- Job - Truss Truss Type Qty =Ply -97erDrive Northampton,MA 151010298 GF01 Floor 15 ce(optional) Universal Forest Products - 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:51 2016 Page 1 I D:UDztskrEVgllLk8PtDKIKPyBRM4-pR4rHdOo8rhx15VUcgkoCzDsAWgpQ?Ua6cAR5mzeyN 0-1-8 H-- 2-6-0 — [ 1 6 8 F—2-0-0 0-1-8 Scalei 1:40. 3x4= 4x8= 3x6 3x4= 3x6 FP= 48= 1 2 3 4 5 6 7 8 9 10 11 12 1 22 19 18 17 16 15 14 3x6= 4x10= 3x4-_ 3x6= 3x10 MT20HS FP= 400= 3x6= - _- 24-8-0 Plate Offsets-(X,Y) f6 0 1 8,Edgel [18:0-1-S,Edge] LOADING(psf) SPACING 1 4-0 CSI DEFL. n (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0 50 16-17 >587 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.86 16-17 >339 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:94 Ib FT=0%F,0%E LUMBER- - - -- - BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No-2(flat) REACTIONS. (Ib/size) 20=973/0-3-8 (min.0-1-8),13=973/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3346/0,3-4=-3346/0,4-5=-4874/0,5-6=-4874/0,6-7=-4849/0,7-8=-4849/0,8-9=-4849/0,9-10=-3347/0,10-11=-3347/0 BOT CHORD 19-20=0/1901,18-19=0/4280,17-18=0/4874,16-17=0/4874,15-16=0/4279,14-15=0/4279,13-14=0/1902 WEBS 11-13=-2090/0,2-20=-2089/0,11-14=0/1598,2-19=0/1597,9-14=-1030/0,4-19=-1033/0,9-16=0/630,4-18=0/870,6-16=-457/337 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,irt OF JOHN M au I�tE�EY � CN'� 4302a Ca Ttr . n...,...bkrw,,:+..ar..antsurm,p.,f.,,..w.»�...�. nd..r..u�..r.�.....t.,�.a.,..,..d...r....�i..�....1...,4�..,.e.,.w.d 1►..�„p...i...a.�»I....,..dr,.�.,.d..i,...�ar..r..a i,w.rl »M°O y m �r�r I..a .a l.r�.nr Nt+.Wv4.r wl►v�.Isryuy r.,rW Irgsy r vlwry»J.vg nw»u rc.p ruAL1.N Ylc YulAn�IkM}nom tl�W rK 11 JiS t.f.r d nlir ouar a dh.J.ttv la.yWrvuss wvh.vrhhm rt.ulrrcrrvr,i.hr ysr.h.IVJLI}.W ruscmup ruv ud.rfn.v.n dlrWra lkmfpn r.rp,rcyxnYb.ly}hr der..nmva. ..vrr�}of�6e dears MIN nhr.w..»r .v.}'.rW r h.a gatt6r hrlder Car 8 nun u.vid my Nrn tra IvhuurJ M,f uvy.uy Btrr�d�.rwv..L.h�J wq�+.�d sur nm�hn...aly nd dcr�v<rept r rmvr and rn Iwvuve.i Wr.Brht W Bulwr vw"" n[3r107 INm� 0 W111 kv 0e 1 Are.(t ".d,.A...Wdrhnvl.aw�ra�and leu.vr. d.hk h. SBC'A_j y_11_j..10 Job Truss muss Type Qty Ply 97 Olande�Drive Northampton,MA 15101029B i GF01 L Floor Supported Gable — 1 1 Job Referencenal) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Mar 02 13:59:52 2016 Page 1. ID:UDztskrEVgllLk8PtDKIKPyBRM4-HddDVzPQv9pnfF4gAXF 1 IBm8YwB19ZSjKGv_dCzeyNLJ I 0-H-8 Scale=1:41. I 3x6 FP- 1 2 3 4 -__ 5 - 6 7 1 B 9 10 11 12 13 14 15 16 17 T2--- 18 19 20 21 -:4 I , i 3LLL 1 ,1 ,1 44 82 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4-= 3x6 FP==: 3x4:= ' I 24-8-0 247870 LOADING(psf) SPACING 2-00 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) Na Na 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TQ Na - Na 999 BCLL 0.0 Rep Stress Inrx YES WB 0.02 Horz(TL) 0.00 22 Na Na BCDL 10.0 Code IRC2009frP12007 (Matrix) Weight:82 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100E 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals~ BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 24.8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)42,22,41,40,39,38,37,36,35,34,33,32,30,29,28,27,26,25,24,23 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.50 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 111-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I i I �%A OF r JOHN M. rn P cry �ppfo_43029 �Ot STE This truss is to be fabricated per ANSIn'PI quality requirements.Plates shall be of.siie and type shown and centered at pints unless aherwise nerd."Phis design is based upas parameters shows.and is fa an individual building cunponem to be installed and loaded vertically.Appliratality of design parameters and paper incorptaation of cemponent is responsibilety of the Building[)esigner.Building Designer shall verify all design information on this sheet for conformance with conditions ami requirements of the specific!wilding and governing codes and u dinances.Building Designer accepts responsibility fix rhe mramecs or accuracy of the design MIN information wit may relate to a specific building.Cenifrcatim is valid only when rows is fabricated by.UFP company.Bracing shown is for laical support Oft—members only and does ria reph,ce erection and permanent bracing.Refer to Building Compmem Safety infamaion(SCSI)for general guidance regarding storage.delivery,crec-tion and bracing available from SBCA and Truss Plate Insmare. Job _ -LTrus0s2___ mssrype - — — Qry Ply 97 Olander Drive Northampton,MA 151010298 Floor 3 1 - � _ _ __ _. Job Reference o tional fP ) Universal Forest Products 7.640 s Nov 10 2015 MiTek 0-1-8 Industries,Inc. Wed Mar 02 13:59:53 2016 Paget I D:UDztskrEVgll Lk8PtDKIKPyBRM4-IpBbiJQ2gSxeHOfskFmGHOJF8JQRuxUtZwfXAfzeyN H F — 2-6-0 1 1-11-8 1-6-0 1-6-0 0-1-8 Scaley 1:34. 3x8= 3x4= 3x4= 3x6 FP= 3x8 1 2 3 4 5 6 7 8 9 10 11 2 1 17 16 15 14 13 3x6– 4x8 3z4= 3z4= 3x10 MT20HS FP= 4x8= 3x6= - - 20-11-8 Plate Offsets X,Y - 15.0-1-8,Ed e,L16:0-1 8 Ed-gel -- - -- - ---- - LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.26 16 >958 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.46 16-17 >536 240 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:80 Ib FT=0%F,0%E - - - - - - - LUMBER- BRACING- - -- - - --- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 18=824/0-3-8 (min.0-1-8),12=824/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2714/0,3-4=-2714/0,4-5=-3532/0,5-6=-3532/0,6-7=-3532/0,7-8=-2712/0,8-9=-2712/0,9-10=-2712/0 BOT CHORD 17-18=0/1582,16-17=0/3328,15-16=0/3532,14-15=0/3328,13-14=0/3328,12-13=0/1579 WEBS 10-12=-1734/0,2-18=-1737/0,10-13=0/1252,2-17=0/1252,7-13=-681/0,4-17=-679/0,7-15=49/489,4-16=-64/485 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard %N OF JOHk M t6 PRF SL EY Ito �}}4.R'tt. l A� 43929 ,'A n..er.e,..�.rr.:•r,a,..anxLrral�.,.I.,.nt,.,..,,».i. n�..,a,.n�..t.,�...l..r,a...,.,fa....r.a.i,.M..�l...,r..,...,...,.a n.a..��..n...,i.,.»i,�,�.�r..I..,_..»r:.r....inm.a.r r».ra»�.,.y.,n:,,�„r.,�.or.,r m i»ar..,.a-,u, .y�r..r.u�,>r.r�,F.,�.,,...=..ne�.p., ,.tw,.n,».�.,,.,,.�.•ti.,,..rp..�n� ,��n..ra„p ur.tinw: u.ra.�u� .e.n „f..r.k..A. e,nr.»,a».,�r,.hM,ra,.,.wen,.xw,m.,»rn,m•n„rrntvorrs,.dtheye,ihahwlL.t W� .m»r.e.k,,esnan..� u.i4.Ft>n,,,wn.,.i,r.n�wnen,m}nrm..», , ...}wmra.,�a nnrsram,.fin»},eWtlna.pnlCa•hul,leyi l'auliaYntl t•,Wd.or}�im a,u,a f.h—rdW i lli`.,rt , lu.giY,nwn un.WlnJ»�e.ei.,f nuu rvnnM..»IY+nJJaea rcyl novae,a! - IKIOIYr„1 bIh91F A[fo�,Ih1aO,iFt'wq„r,ua 5rnr LNp,ruim tai-5r�M�nr,r.,r..r,,,,,,, J ip r»yf 4rtw-,t n�a,ai and le,..ip ,Wr,k h.r 5a{'A rJ T„m 1lw;lenieu CODES&STANDARDS SHEET 94= PROJECT: Building Code: 2012 IRC 1 of 5-General Novas Bullitt 3rd Party Inspection Agency: PFS Corporation,Cottage Grove WI 2 of 5-Drawing Summary Block-AIL Layers Wright Bum Qualify Assurance Manual: Superior Walls of America QA Manual 3 of 5-Plan View-AI Layers 97 Olander Drive Site Preparation Guide: Superior Walls Builder Guideline Booklet.(MAN 42-000) 4 of 5-Muhl-Isometric Northampton,MA 01060 Fire Test Standank ASTM E84, ANSI/UL 1715, UBC 26.3 5 of 5-Sections F"Jec t No.OP-115111 WALL MATERIALS Concrete ComBUILDER: Compressive Strength: 5,000 PSI Wright Builders Ratio. < 0.40 Reinforcing Steel; No.4 and larger- 60,000 PSI DAMPPROOFSIG 48 Bates Street No.3 and smaller-40,000 PSI --- Northampton,MA 01060 Secondary Reirmormremerrt: Polypropylene Fiber Superior Walls are rimed by Contact Roger Cooney Embedded Wood Blocking: Preservatively Pressure Treated the ICC-ES as an alternate method EPS Foam Insulation: Flame Spread:20 of providing foundation wall Smoke Development:240 dampprooflng. No additional dampprooflng Phone:{413)586-8287 Fax (413)586-8287 XPS Foam Insulation: Flame Spread:5 Is required. Mobile:(413)586-8287 Smoke Development 165 . (See ICC-ES ESR-1553&ESR 1662) SITE CONDITIONS Frost Depth: Local Code inches - PLEASE NOTE Assumed Soil Bearing Capacity. 2000 PSF MUNICIPALITY: Assumed Wail Loading. 2700 Pounds/LF(uniform) re comply with building code Hampshire County, MA Crushed Stone Footing Depth: 8 minimum Indies requirements,the fi /deding Contac: Crushed Stone Sine: 1/2 Inch or smacker connections at the top of the Superior Phone: Bacdill Material: Backfill with dean crushed stone or any of the following Wall and floor slab at the bottom of Fa>C the Superior Well MUST be- soil types: GW, GP, GM,GC,SW,SP.-SM,SC,CL,ML,or up to 60—p Beam Pocket(s). WA completed prior to backfilling. CUSTOMER RELEASE Column Pad(sr N/A As the authorized representative of the customer/builder GENERAL NOTES 1 have reviewed this document and the drawings contained In IL I understand that it was created from Walls" Information and dimensions provided the customer/ nfiormati p by 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder builder and that Superior Waft will rely on that Guideline Booklet(MAN 42-9000). information in the manufacture of this project. 2. Awdilary drain pipe must be four(4)inch diameter perforated and directed to a sump pit or daylight. 3. Builder shy estabilish the required elevation benchmark. I acknowledge that I have compared this document to the Weaver Northeast 4. Builder sly ensure site access for trucks and crane. 68 Violet Ave sales ormieNcxmrmtract and that this document supersedes 5. Seismic Category:B the sales order/oontract with respect to the objects and Poughkeepsie, NY 12601 Basle Windspeed: 100 mph dimensions contained herein. I approve the project Phone:80052-8196 INSTALLATION NOTES depicted In this document for production,and accept full Fax responsibility 1br any and all measurements,dimensions and information provided by the customer/builder. I hereby DRAWING DATA: 1. Installation shall be supervised by a Superior Walls certified installer. release and discharge Superior Walls from any and all Sold by. John W. C lficafion is obtained through Superior Walls of America,Ltd. past,present or future claims and damages arising from Drawn by- naw 2. installation shall comply with Superior Walls of America's Installation Manual(MAN 42-9008). or relating to the attadmed drawing and deviations in the Date Created: 10/14/2015 drawing from information customer/builder provided. Last Revision: 2/26/2016 Revision#. 1.01 Signature of Customer/Bulkder Date File Name. wb bullitt seal PROJECT NO. OP-11511 Page 1 of 5 PROJECT. Build Wright Builders 97 Order Drive Drawing Summary Block - All -Layers Northampton, NAA 01060 --------------------- 6/6 R5 Walls/Panels 1prqed No.OP-11511] 14/ 14 XI Walls/Panels 7 Support Ledges Totaling 11 ' -8 ' BUILDER: 6 Specialties Wright Builders 9 Slab Connectors 48 Betas Street 70 External Laths ( Ver or Horz ) Northampton, MA 01060 5I5 R5 Walls/Panels Type : 4 ' Linear Feet : 67 ' -2 ' Gong Roger Cooney 1 / 1 XI Walls/Panels Type : 4 ' Linear Feet : 24 ' Phone:(413)586.5287 1 / 1 R5 Walls/Panels Type : 9 ' Linear Feet : 1 ' -4 ' Fwc (413)586-8287 13/ 13 XI Walls/Panels Type : 9 ' Linear Feet : 179 ' - 10 ' Mobile:(413)586-8287 Drawing Notes ------------- ( 3 ) 2x2 Column n Pads Supplied Only MUNICIPALIM.Hanipshire County,NAA - Object Details in inches - Phone: ---------------------------- Faoc ID # Obj Desc Width Height Header Door ( B . O . W) A 1 Win 62 36 23_ 1 /2 K 1 Cut Custom Height 96 8 0 L 1 Cut Notch 234 16 0 0 1 Cut Custom Height 144 8 0 P 1 Win 8.7 29 25- 1 /2 ❑ 0 2 Cut Elevation Change 18 8 0 (1 0 0 T 4 LTH 2_ 1 /4 84 0 U U 5 LTH 2 1 /4 29 1 /2 0 V 5 LTH 2_ 1 /4 25_ 1 /2 0 W 4 LTH 2_ 1 /4 66 0 Superior Wails by Weaver Nortmst X 16 LTH 2- 1 /4 60 0 68�tA�ue Y 8 LTH 42 2_ 1 /4 0 Poughkeepsie, NY 12601 Z 7 LTH 60 2_ 1 /4 0 Phone:800-352-8196 AA 8 LTH 2 1 /4 108 0 Fax: AB 5 LTH 2_ 1 /4 78 0 DRAWING DATA: AC 4 LTH 2- 1 /4 18_ 1 /2 0 Solo by: John W. AD 4 LTH 2_ 1 /4 23_ 112 0 Drawn by. rKM Date Created: 10/14/2015 ` Last Revision: 2/28/2016 Revision P. 1.00 Five Name: wb bullitt seal.drw PROJECT NO. OP 11511 Page 2 of 6 52' 10' 4, 1916' 22V Solid Caner 0 A M K N } 2x8 on end —�� 8' 9' Xi Walls 4' EPS Walls 1'4' m a, 22! NT c 12T cu 12' o 0 o N 1 9' EPS Wall 1'6' 9' Xi 3 CNJ Walls DRAWING DATA: Sold by. John W. Drawn by: naw _ Date Created: 10/14/2015 -T Last Revision: 2/26/2015 Solid Carr Revision* 1.00 18' 24'8' 8' File Mame: wb btdlitt seal.drw 52' PROJECT NO. OP-11611 Page 3 of 5 a 0 • • Rear Left flew ® ® front t�ht View DRAWING DATA. Sold by. John W. Drawn by: new Date Created: 10/1412015 Last Revision: 2/26/2016 Revision#: 1.00 Fie Name. wb bullitt seal.drw PROJECT NO. OP-11611 Page 4 of 5 Polyurethane Joint Sedant 1314"Concrete Fede Floor System 13/4"Canaete Face Shell (BYOffiffs,Caoa To 212"RPs x , Wall Mast Comply With Btn'iderPobwe8mne Joint sealant 104 104" Guideline Booklet a®s) �— ?"SillPlate Bolt 104 212"RPS heuladon Steel Reinforced . Bond Beam —�— Aagle Bwctat Sill Plate 1"EPS Bond Beam 1"EPS stat heron Galvanized LIPS Chase For Whing Steel stud Facing (B9 Others) Insulation And pig #3 Bond Beam Rebar V°"cd tw Reba (Inside Each Sftd) 1 4"Cont�ete Face Shell (lnatae star 11 EPS semhiscialion en Cldvanimed 1�S And PPhmolWkingng steel sled Facing Concrete Stud (Wrapped In 1"EPS m) 90 Degree Inside Corner 90 Degree Outside Corner Vertical#4 Rebar Scale: 3/4'=1'-0' (In"Each Scale: 3/4"=1'-0' o Galvanized ' Steel Stud Facing Pootacihane Joint Seataot Hole For Wnfing 13/4"Concrete Face Shelf • And Plumbing Poly aili ne Joint Sealant 212"RP3 Insulation •� 1314"Caourete Fax Shen � - . ...• . . 212"RPS Jneotadion 104w '. Slab Connector (As Required) 104 vatial#4 xebec 2 2"YPS Insulation t">�s atm has (Inside Each� Concrete Floor F88 twee For Wring Steel Remfarced (By Others,See Cuffent F niehedslocking AndPhmftg Galvanized Sled Stud Stud Facing Footrng Beam Additiotn Of The Builder tom) Filter Membrane Guideline Booklet For vet °` *: (Inside Each sean Panel Divide (By Others) Further Details) Scale: 3/4"=1'-0" Gehinized ' Steel Sted Facing xPscaoeFawi<ing DRAWING DATA: Auxiliary Drain Pipe And rlumbiog Sold by: John W. Drawn by: rww To Sump Or Daylight 1w EPS Stud Date Created: 10/14/2015 Clean Crushed Store Footing wt....+ Last Revision: 2t'26J2016 (Depth Varies Per Application) Revision#: 1.00 9'Xi Cross Section End Of Wall Connection Fie Name: wb buliitt seal.drw Scale: 1/2'=1'-0" Scale: 3/4"=I'-0" _ PROJECT NO. OP-11511 Page 5 of 5 Y �+ • Direct Vent Freestanding Stove • Natural Gas or Propane • Vent Horizontally or Vertically • Standard Residential • Mobile Home Approved Tested and Listed by l £ OMNI-Test Laboratories, Inc. Vi Beaverton, Oregon ' n Report# 028-S-58-5 Featuring the ,..,CET.REAL y,� Burner ANSI Z21.88 WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result causing property damage, personal injury or loss of life. Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. WHAT TO DO IF YOU SMELL GAS • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call gas supplier from a neighbor's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. Installation and service must be performed by a qualified installer, service agency or the gas supplier. This appliance may be installed in an aftermarket permanently located, manufactured home (USA only) or mobile home, where not prohibited by local codes. This appliance is only for use with the type of gas indicated on the rating plate. This appliance is not convertible for use with other gases unless a certified kit is used. Tree of Life Owner's ManualAVIS jury Installer: After installation give this manual to the home-owner and *RHOYSa OF FIREES explain operation of this heater. 4800 Harbour Pointe Blvd. SW © Copyright 2007, T.1. $10.00 100-01169001 4050119 Mukilteo, WA 98275 J 2 Introduction Introduction We welcome you as a new owner of an Avalon Tree of Life stove. In purchasing a Tree of Life you have joined the growing ranks of concerned individuals whose selection of an energy system reflects both a concern for the environment and aesthetics. The Tree of Life is one of the finest home heaters the world over. This manual will explain the installation, operation, and maintenance of this stove. Please familiarize yourself with the Owner's Manual before operating your heater and save the manual for future reference. Included are helpful hints and suggestions that will make the operation and maintenance of your new stove an easier and more enjoyable experience. We offer our continual support and guidance to help you achieve the maximum benefit and enjoyment from your heater. Important Information No other Tree of Life Stove has the same serial number as yours. The serial number is on the listing plate Register your warranty online at: chained to the gas control valve. This serial number will be needed in case you require service of any type. Or, mail your warranty card to: Model: Avalon Tree of Life Stove Travis Industries House of Fire 4800 Harbour Pointe Blvd. SW Serial Number: Mukilteo, WA 98275 Save Your Bill of Sale. Purchase Date: To receive full warranty coverage, you Purchased From: will need to show evidence of the date you purchased your heater. Do not mail your Bill of Sale to us. We suggest that you attach your Bill of Sale to this page so that you will have all the information you need in one place should the need for service or information occur. NATIONAL We suggest that our gas FIREPLACE INSTITUTE hearth products be installed 11 and serviced by profes- sionals who are certified in the U.S. by the National Fireplace Institute® (NFI) as CERTIFIED NFI Gas Specialists. mmAceMfiiW.org Travis Industries 100-01169_001 4050119 Table of Contents Introduction Operation Introduction & Important Information................2 Before You Begin........ .............................28 Safety Precautions Location of Controls.....................................28 Safety Precautions......................................4 Starting The Pilot.........................................29 Starting the Stove for the First Time.................30 Features $ Specifications Turning the Stove On and Off.........................30 Features....................................................6 Adjusting the Flame Height.............................30 Installation Options......................................6 Adjusting the Blower Speed(optional)..............31 Heating Specifications..................................6 Normal Operating Sounds..............................31 Dimensions.................................................6 Normal Operating Odors................................31 Installation Maintenance Installation Warning......................................7 Maintaining Your Stove's Appearance..............32 Packing List................................................7 Yearly Service Procedure..............................32 Additional Items Required for Installation..........7 Troubleshooting Table...................................33 Installation Overview....................................7 How this Stove Works...................................34 Installation Hints..........................................8 What Tums the Main Burners On and Off......34 Stove Clearances........................................8 What Prevents Gas Buildup Mobile Home Requirements............................8 Wiring Diagram............................ Heater Placement Requirements.....................9 Replacement Parts List.................................35 Floor Protection Requirements........................9 Gas Line Installation.....................................10 Safety Label Vent Requirements.......................................11 Safety(Listing)Label....................................36 Approved Vent Configurations........................12 Restrictor Position...................................12 Warranty Measuring Vent Lengths...........................12 Warranty....................................................37 Vertical Term.with 0,2,or 45°Elbows.......13 Optional Equipment Hor.Term.with 190*Elbow........................14 LP Conversion Kit........................................38 Hor.Term.with 2 Elbows...........................15 Blower.......................................................41 Hor.Term.with 3 Elbows...........................16 Accent Light...............................................43 Vertical Term.with 2 90°Elbows.................17 Vertical Term.with 3 Elbows......................18 Index Vent Termination Requirements......................19 Index.........................................................46 Class A Chimney Conversion..........................20 Masonry Chimney Conversion........................21 Finalizing the Installation Pilot Adjustment..........................................22 Air Shutter Adjustment..................................23 Glass Removal(&installation)........................24 Log Installation............................................26 Travis Industries 100-01169_001 4050119 SafetyPrecautions • IF YOU SMELL GAS: * Do not light any appliance o�y0 Extinguish any open flame * Do not touch any electrical switch or plug or unplug anything * Open windows and vacate building * Call gas supplier from neighbor's house, if not reached, call fire department • This unit must be installed by a qualified installer to prevent the possibility of an explosion. Your dealer will know the requirements in your area and can inform you of those people considered qualified. The room heater should be inspected before use and at least annually by a qualified service person. More frequent cleaning may be required due to excessive lint from carpeting, bedding material, etc. • The instructions in this manual must be strictly adhered to. Do not use makeshift methods or compromise in the installation. Improper installation will void the warranty and safety listing. Look for this label: This heater is either approved for natural y Is NG or for r ( ) For LPG onl Pout 11°°W.C.wC9 ( ) propane LP or LPG). Burning the incorrect fuel will void the If the label is present,the warranty and safety listing and may cause heater is equipped for LP an extreme safety hazard. Direct (propane). If the label is questions about the type of fuel used to absent,the heater is equipped your dealer. Check for the label shown to for NG(natural gas). the right. • Contact your local building If the flame becomes sooty, officials to obtain a permit dark orange in color,or and information on any ' extremely tall, do not installation restrictions or operate the heater. Call ok inspection requirements in your dealer and arrange for your area. Notify your proper servicing. insurance company of this heater as well. • It is imperative that control Do not operate the heater if compartments, screens, or it is not operating properly in circulating air passageways any fashion or if you are of the heater be kept clean uncertain. Call your dealer and free of obstructions. for a full explanation of your These areas provide the air heater and what to expect. necessary for safe operation. • Do not use this appliance if • Do not store or use gasoline any part has been underwater. Immediately call a or other flammable liquids in qualified service technician the vicinity of this heater. to inspect the appliance and to replace any part of the control system and any gas control which has been under water. Travis Industries 100-01169001 4050119 Safety Precautions 5 _7 • Do not place clothing or Light the heater using the other flammable items on',or built-in piezo igniter. Do not ' near the heater. Because use matches or any other I this heater can be controlled external device to light your by a thermostat there is aheater. possibility of the heater Never remove, replace, turning on and igniting any modify or substitute any part items placed on or near it. of the heater unless • The viewing glass should'be instructions are given in this opened only for lighting the manual. All other work must pilot or conducting service. be done by a trained Do not operate with crackled, technician. Don't modify or broken, or removed glass;. replace orifices. • Any safety screen or guard • Allow the heater to cool removed for servicing mustCIO before carrying out any be replaced prior to operating the heater. maintenance or cleaning. ', Operate the heater • The pilot flame must contact according to the instructions the thermopile and included in this manual. thermocouple (see the • If the main burners do not �_ illustration to the left). If it does not, turn the gas start correctly tum the gas _ control valve to"OFF"and off at the gas control valved call your dealer. and call your dealer for service. • This unit is not for use with Do not throw this manual solid fuel This away. This manual has important operating and Manual • Do not place anything inside maintenance instructions the firebox (except the that you will need at a later included fiber logs). time. Always follow the • If the fiber logs become instructions in this manual. CIO damaged, replace with Travis Industries log set. • Children and adults should Plug the heater into a be alerted to the hazards of 120V grounded electrical high surface temperature', outlet. Do not remove the and should stay away to o grounding plug. avoid burns or clothing ignition. Young children Don't route the electrical should be supervised whenCIO cord in front of, over, or they are in the same room as the heater. under the heater • Instruct everyone in the Travis Industries, Inc. house how to shut gas off to grants no warranty, the appliance and at the gas implied or stated, for main shutoff valve. The gas the installation or O main shutoff valve is usually maintenance of your next to the gas meter or heater, and assumes propane tank and requires a no responsibility of any wrench to shutoff. consequential damage(s). Travis Industries 100-011169_001 4050119 • Specifications Features: Installation Options: - Ember Fyre'rm Bumer for"Wood Fire"Look - Freestanding Stove - Works During Power Outages(millivolt system) - High Efficiency - Horizontal or Vertical Vent - Optional Thermostat or Remote Control - Residential or Mobile Home - Optional Blower for Quicker Heat Distribution - Convenient Operating Controls - Straight or Comer Placement - Variable-Rate Heat Output - Bedroom Approved - Low Maintenance Heating Specifications: Approximate Heating Capacity(in square feet)*......:..............500- 1,500 with Blower, 500 to 1,200 Without Maximum BTU Input Per Hour..............................................31,000 Output from Low to High (in BTU's per hour).........................16,608 to 26,815 Steady State Efficiency(without blower)**.............',..............Up to 86.5% AFUE (without blower)......................................... ..............Up to 72.8% * Heating capacity will vary depending on the home's floor plan,degree of insulation,and the outside temperature. ** Efficiency rating is a product of thermal efficiency ra�ing determined under continuous operation independent of installed system. Dimensions & Weight: 18-3/8" 4-7/8" 26-3/4" The flue collar protrudes 15-1/4 7/8" above the stove top Measure side, corner, and back clearances from the stove top. 28-3/4" Weight: 215 Lbs. Electrical Specifications (for optimal blower) Electrical Rating.................................................... ....115 Volts, 1.3 Amps, 60 Hz(150 watts on high) Fuel: This heater is shipped in natural gas(NG)configuration but may be converted to propane(LP)using the included LP conversion kit. The sticker on top'l of the gas control valve will verify the correct fuel. Travis Industries 100-01169001 4050119 Installation 0 Installation Warnings: ! Failure to follow all of the requirements may result in property damage, bodily injury, or even death. ! This heater must be installed by a qualified installer who has gone through a training program for the installation of direct vent gas appliances. ! This appliance must be installed in accordance with all local codes, if any; if not, follow ANSI Z223.1 and NFPA 54(88). ! In Manufactured or Mobile Homes must conform with Manufactured Home Construction and Safety Standard, Title 24 CFR, Part 3280, or, when such a standard is not applicable, the Standard' for Manufactured Home Installations, ANSI/NCSBCS A225.1. This appliance may be installed in Manufactured Housing only after the home is site located. ! This stove is designed to operate on natural gas or propane (LP). All exhaust gases must be vented outside the structure of the living-area. Combustion air is drawn from outside the living-area structure. I Notify your insurance company before h{ioking up this stove. ! The requirements listed below are divided into sections. All requirements must be met simultaneously. The order of installation is not rigid — the qualified installer should follow the procedure best suited for the installation. Packing List Additional Items Required • Propane Conversion Kit Vent(see"Venting Requirements"for details) • Log Set Gas Line Equipment(shutoff valve, pipe, etc.) • Glass Latch Tool(to un-latch glass frame) • Touch-Up Paint Installation Overview See"Vent See "Clearances Requirements" 3 See"Gas Line Installation" , See"Floor Protection Requirements" Travis Industries 100-01109-001 4050119 8 Installation 'for qualified installers only) 0 Installation Hints: • If converting to LP, convert the appliance prior to installation. • The blower is easiest to install prior to installation. Because the blower is located near the gas inlet location,the gas inlet must be routing around the blower position. • Install the logs last-they are fragile. • When determining the location of the stove, locate the wall studs (for horizontal penetrations)and ceiling trusses (for vertical penetrations). You may wish to adjust the stove position slightly to ensure the vent does not intersect with a framing member. • Fumes and smoke from the paint curing and oil boming off the steel may occur the first time you start this heater. This is normal. We recommend you open windows to vent the room. Stove Clearances Straight Installations Corner Installations With this clearance the vends centered 7-1/8" With this clearance,the vent is from the track wall,23-1/2" centered 15-3/4" from the =from the side wall. wall. i I 10" Min. - 5"Min. 5"Min. i 45' f Mobile Home Requirements • When the stove is installed in a mobile home, it must be bolted to the floor and the appliance grounded (use the optional blower with a grounded circuit or other suitable grounding method- current ANSI/NFPA 70). Travis Industries 100-01169001 4050119 Installation quaers • Heater Placement Requirements. • Heater must be installed on a level surface capable of supporting the heater and vent. • Due to high temperatures,the appliance should be located out of traffic and away from furniture and draperies. • When placed in a location where the floor to ceiling height is under 7 feet, the installation is considered an alcove and must meet the following requirements: • The alcove floor to ceiling height must be at least 58"tall • The alcove must not be more than 45"deep before the ceiling returns to 7' • The alcove must be at least 46-3/4"wide • The heater must not be placed so the vents below or above the door,along the sides of heater, or along the back of the heater can become blocked. • This heater may be placed in a bedroom. Plepse be aware of the large amount of heat this appliance produces when determining a location. Floor Protection Requirements • When the stove is installed directly on carpeting,vinyl or other combustible material other than wood flooring or a high pressure laminate wood floor,the stove must be installed on a metal or wood protection panel extending the full width and depth of the heater (Minimum 26-3/4"wide by 19"deep) Make sure these rubber tipped bolts on each leg contact the floor(they dampen any noise that may transmit through the hearth). Do'not adjust with weight on the legs,the rubber tipis may tear. Travis Industries 100-01169001 4050119 1 Installation Gas Line Installation MASSACHUSETTS INSTALLATIONS - WARNING: T THIS PRODUCT MUST BE INSTALLED BY A LICENSED PLUMBER OR GAS FITTER WHEN INSTALLED WITHIN THE COMMONWEALTH OF MASSACHUSETTS. OTHER MASSACHUSETTS CODE REQUIREMENTS: • Flexible connector must not be longer than 36 inches. • Shutoff valve must be a"T"handle gas cock. • Only direct vent sealed combustion products are approved for bedrooms or bathrooms. • Fireplace dampers must be removed or welded in the open position prior to the installation of a fireplace insert or gas log. • A carbon monoxide(CO)detector is required in the sa a room as the appliance. ! The gas line must be installed in accordance with all local codes, if any; if not,follow current ANSI Z223.1 or NFPA 54. ! The heater and gas control valve must be disc nnected from the gas supply piping during any pressure testing of that system at test pressure in excess of 1/2 psig(3.45 kPA). For pressures under 1/2 psig (3.45 kPA), isolate the gas supply piping by closing the manual shutoff valve. NOTE: The gas inlet may pass close to the blower - we suggest you install the blower first or provide adequate clearance. • This heater is designed for natural gas but can be converted to propane. Check the sticker on top of the gas control valve to verify the correct fuel is used (see page 4). • Leak test all gas line joints and the gas control valve prior to and after starting the heater. • A manual shutoff valve is required for installation (it must be located within 3'of the heater). " T-Handle gas cocks are required in Massachusetts in compliance with code �� 10-1/4" 248CM R. ' The location of the gas inlet(3/8" FPT) is 5-3/4' • shown to the right. 6-1/2" Gas Inlet Pressure • With the heater off, the inlet pressure must meet the requirements listed in the table below • If the pressure is not sufficient, make sure the piping used is large enough and the total gas load for the residence does not exceed the amount supplied. • The supply regulator(the regulator that attaches directly to the residence inlet or to the propane tank)should supply gas at the suggested input pressure listed below. Contact the local gas supplier if the regulator is at an improper pres'ure. Standard Input Pressure Natural Gas 7"W. . (1.74 Kpa) Propane 13"WC. (3.23 Kpa) Travis Industries 100-01M001 001 4050119 Installation I'lor qualified installers only) Vent Requirements • The vent must maintain the required 1"clearance to combustible materials to prevent afire. Do not fill air spaces with insulation. • The gas appliance and vent system must be vented directly to the outside of the building, and never be attached to a chimney serving a separate solid fuel or gas-burning appliance. Each direct vent gas appliance must use it's own separate vent system. • When the vent passes through a wall a wall thimble is required. When the vent passes through a ceiling a support box or firestop is Verb Termination use the NOTE: "high-wind" --y required. When the vent passes version Ofapplicable) vertical Vent through the roof, a roof flashing Requirements and storm collar are required. use a roof flashing and storm collar whenever passing(through the roof Follow the instructions provided with the vent for installing these Use afirestopwhenever Items. passing throu�h a ceiling NOTE:Wall thimbles may have different dimensions than what is required by this heater. Maintain a minimum t"clearance from vent to any combustible • Failure to adjust the air shutter properly use a support nbox t may lead to improper combustion on exposed vent y which can create a safety hazard. Consult your dealer or installer if you use a thimble when Horizontal Vent suspect an improperly adjusted air shutter. passing through a wall Requirements • This heater has been tested at Mi limum altitudes ranging from sea level to Mia ing for wan 8,000 feet(2,400 M). In this thi ble testing we have found that the Mair�',,�"n a minimum heater,with its standard orifice, clerance from vent to any Horizontal Termination bums correctly with just an air co bastible. shutter adjustment. • Use of of the following 6-5/8"diameter co-axial gas direct vent systems: Manuafacturer Series Simpson Dura-Vent Model GS Selkirk Hearth Products Diroct-Temp American Metal Products Am'pri-Vent N O T E:Always use the high-wind,cap for the type of vent you are using (if applicable) • Slide the vent sections together and turn 1/4 turn',until the sections lock in place. • Screws are not required to secure the vent. However,three screws may be used to secure vent sections together if desired. W • High temperature sealant is recommended at the appliance starter section connection (use high-temperature silicone or Mill-Pac®). • If disassembly is required, at time of re-assembly check to see if the vent creates a tight fit. If it does not, apply high temperature sealant to the joints of the affected sections. • Horizontal sections require a 1/4" rise every 12"of travel • Horizontal sections require non-combustible support every three feet(e.g.: plumbing tape) Travis Industries 100-0M9_001 4050119 12 Installation qualified installers only) Approved Vent Configurations Restrictor Position To Adiust the Restrictor • A restrictor is built into ® Slide the restrictor O Replace the cotter pin O adjustment rod in. through the coned the appliance t0 Lift the cotter pin out. hole on the restrictor control the flow rate of adjustment rod. exhaust gases. This The restrictor is ensures proper flames shipped in Restrictor for the wide variety of position ut. Positions #1 #4 a vent configurations. #s 5 To Access the Restrictor Depending upon the Use 65ffi hands to lithe stove ® #2 This restrictor is vent configuration, you top off the stove. #3 in position#6 may be required to adjust the restrictor position. The charts for approved vent configurations describe which position the vent restrictor must be in. I Measuring Vent Lengths Vent I Vent Horizontal Run is Horizontal measured from the start of Run the horizontal section to the end of the termination. Vent Height is calculated to H2/f\ Vertical Elbow the top of the vent on ',. horizontal terminations and !!! to the top of the termination Horizontal \ NOTE: on vertical terminations. Elbow __ When a horizontal elbow(90°or 45°)is used,horizontal length is the sum of the two lengths(H1+1-12). Vent H1 Height Vertical Elbow Travis Industries 100-01199-001 4050119 Installation13 Vertical Termination with Zero, Two, or Four 45° Elbows • The termination must fall x f9 within the shaded areaw m F m E w shown in the chart. Use aLOCD LO C a N N the indicated restrictor I I I I I I I I I I I I I I I position. 40'(max)— �v _ —40'(max) estrictor • If using offsets, use the \ Position#6 = — table below to calculate the _ vertical rise and horizontal 35 feet— \ \ ,�,\ `� \V� \ `\ \ 35 feet offset HonzonUl — f °ff-f 30 feel= \� \ \\� \` =30 feet Vertical ORsef Leng 25 feet 25 feet \mn Restrictor , 20 feet— -20 feet Offset Lencrth Hor,Offset Vert,Rise 15 feet— `\" \\ \ \� � � \;_ \\' —15 feet \ ` None 5" 1' — \ \ \\\ \\\\\\\�'\\\,`. — 1'Section1' V 7" 2'Section 1'9" 2'4' 3'Section 2'5" 3' 10 feet — ` ` * —10 feet 4'Section 3'2" 3'8" 4'+1'Section 3'9" 4'4" — — 4'+2'Section 4'6" 5' — — — 4'+3'Section 5'2" 5'9" 5 feet 5 feet 4'+4'Section 6' 6'9" — — 0 feet — I I I I I I I I I I I I I I I I I I I I I I I I I —0 feet N w X w cc O In O l7 O N N Travis Industries 100-011 9_001 4050119 14 Installation Horizontal Termination with One 90° Elbow • If using a Snorkel Termination (14"or 36")add the snorkel height to the vertical height(snorkel terminations are used primarily for basement installations). • The termination must fall within the shaded area Shown in the chart. Use the indicated restrictor position. X Cu O LO N N 11111111111 HIIIIIIIIIIII 19'(max)— 11 1 ,, —19'(max) �`•' " �; \ RestrlCtor Position# 5 `,. • ` ` `' ��` \i;ti;�` ��` — E — 1 f NOES : . .`. . — 5 feet— tzestgctor:�Sosapons:9r¢:bas2d:::: : ::::: 15 feet :upon:Wb:tests::Ttieideat ::res �t9r:Ppsitittri:rrraY:vary;:::: :sdUy:especigllY!aften:th¢:.: :: = to nat3ohlsn¢ar.k::::.:::::::::::: ::: — RBStrICtO ::demarkatiar.line::: •::::: ::::::::: Position#1 10 feet — 10— feet I�prt oritaE:se�t'66s:re taiCe :1i4'::: rim eveijr:l2"ni tt ave - 5 feet — . . . . — 5 feet ��- NATURAL GAS: Min.2'Section Required — �� PROPANE(LP): Min.3'Section Required — 0 feet — I I I I I I I I I I I I I I I I I I I I I —0 feet � ami ami a°'i m m C) LO o Ln o E N It N Travis Industries 100-01169001 4050119 I Installation15 Horizontal Termination with Two Elbows (one 90° vertical and one 90° or 45°' horizontal elbow) • If using a Snorkel Termination (14"or 36")add the snorkel height to the vertical height(snorkel terminations are used primarily for basement installations). • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor position. X cc o O O V7 N N 19'(max)— I ( I I I I I I I I I I ( —'i9'(max) Position#5 �15 feet NoT . 15 feet .: :.:.:::::::.:::::::.:.:.:::. — ftestricfxir.positions sire Based ripori tab; — ;tests;:Ttje Weed:cestridermposRiyri riraq;varq Restrictor : :::s)�Snb ;especiaNq: : ... ie ar•.a. p.Position#1 m — los — :;. . 10 feet — —10 feet 0. — . HgriZprital�S�CfizitiS�quu'e:� 1t4" - - .rise every: — :a:: 5 feet — — 5 feet NATURAL GAS: Min.2'Sectidn Required — �� PROPANE(LP): Min.3'Sectioh Required — 0 feet — I I I I I I I I I I I I I I I I I I I I I I I I 0 feet cc o ,n o ,n o E tt N H2 This is considered a horizontal Horizontal length(max.24')is calculated elbow(it does not matter by adding both lengths of horizontal run whether it turns right or left). (Horizontal Length t H1 f horizontal It may be a 90°or 45°elbow. H1 This is considered a vertical elbows Travis Industries 100-01169_001 4050119 16 Installation Horizontal Termination with Three 90° Elbows (all vertical) • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor position. X l4 O N N 21' max — \ \ \ ��..,, � ,.,�•. —21'(max) tt0t .:.:.:.:.:.:.:.:.:.:.:. . . . . . . . — — .:=. I a b:te:s•ts.... esdRstior postone:b• •15 feet— —_ 15 feet , . . . . . . . . . . . . position inay.k sNg iAy;::' :::::::: Restrictor'' ::esiibdAfyiwtienttie;feririinationis::; — POSItIOn# : swat 9:deniatkaYori li�ie.: : ::::::::: ::::: ::::::::::::::::::::::::: — — k . 10'(min) — —10'(min) _ NOTE: — 5 feet — Horizontal sections requirei,a 1/4" — 5 feet rise every 12"of travel. 0 feet — 0 feet O to O L O E N N These are This is a horizontal elbow- vertical elbows. NOT ALLOWED FOR THIS VENT CONFIGURATION Travis Industries 100-01169001 4050119 Installation Vertical Termination with Two 900 Elbows • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor position. X W E O ( O V O IW N N I I I 40'(max)— —40'(max) - - — ww 35 feet— \ tiw _35 feet \' Pos � ition#5 �\; \ 30 feet— —30 feet — NDTE:: — _ Restrictoromjtiofis ais: : : ba5ed,upoii:la&tests::The — jdeal restgofQr posir+on:may — vary sfightiy;especially — i. .. :fhetei ninalion:is:near:::: 25 feet— —25 feet a dernarkaton nne; 20 feet— —20 feet — ReWd6r' Position#1 15 feet— —15 feet 10'(min) — —10'(min) NOTE: _ _ Horizontal sections require a 114" 5 feet rise every 12"of travel. —5 feet — 0 feet — 0 feet � � N R N These are vertical elbows. This is a horizontal elbow- NOT ALLOWED FOR THIS VENT CONFIGURATION Travis Industries 100-01169001 4050119 • Installation Vertical Termination with Three 900 Elbows (Two 90° Vertical and One 450 or 900 Horizontal Elbow) • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor position. X m m N m m 4 d N � ID O LL7 o a N N IIIIIIIIIIIIIIIIIIIIIIIII 40'(max)— \ —40'(max) _ \\ Restricto\'\ Position#5. . . . . . . . . . . . . ..._ . . 35 feet— —35 feet NS7tE Etestrictor 00. . . . .. based. — uPp. . . . . . . . . . . . . . . . . . . . . .h. . . . .1'. aeb teStsd :The 1; : — 30 feet— restnotjo pbsltlon niay varyW. —30 feet _ slightly especladywhen lhe_: . _ 4erlaith ... Is neat .dernB. . ..ri fine — 25 feet— —25 feet _ Restrictor Position#1 — 20 feet— —20 feet 15 feet— —15 feet 10'(min) — —10'(min) NOTE: Horizontal sections require a — 5 feet — 114"rise every 12"of travel. —5 feet 0 feet — IIIIIIIIIIIIIIIIIIIIIIIII —0 feet Z d d d d x o o t2 0 � r N v N / \ This is considered a vertical elbow This is considered a horizontal \ elbow(d does not matter Horizontal length(max.24')is wlculatad whether k bans right or left). by adding both lengths of horizontal run It may be a 45°or 9W elbow. (Hor¢ontal Length=H 1+H2). H1 This is considered a vertical elbow Travis Industries 100-01169001 4050119 Installation quaers only) • Vent Termination Requirements (see illustration below) ! Venting terminals shall not be recessed into a wall or siding. A Minimum 9"clearance from any door or window Roof B Minimum 12"above any grade,veranda,porch,deck or balcony Surface C Minimum 3-3/8"from outside comer walls NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. 11•Min. Roof I D Minimum 12"from inside comer walls s"Min. Eaves NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. E Minimum 11"clearance below unventilated soffits or roof surfaces Minimum 18"clearance below ventilated soffits Minimum 6"clearance below roof eaves NOTE: Vinyl surfaces require 24" NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. F Minimum 12"clearance below a veranda, porch,deck or balcony NOTE: Permitted only if veranda, porch,deck,or balcony is fully open on a minumum of two sides beneath the floor. NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. G Minimum 48"clearance from any adjacent building H Minimum 84"clearance above any grade when adjacent to public walkways or driveways NOTE:may not be used over a walkway or driveway shared by an adjacent building I Minimum 48"clearance from any mechanical air supply inlet J Minimum 36"clearance above and 48"below and to the sides of non-mechanical air supply inlet K Minimum 36"from the area above the meter/regulator(vent outlet) NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. L Minimum 36"from the meter/regulator(vent outlet) NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. M Minimum 12"above the roof line(for vertical terminations) N Minimum 24"horizontal clearance to any surface(such as an exterior wall)—for vertical terminations E N M E E I = f --� K IJ F A 0 G F= _ i 0 H YL B NOTE: Measure clearances to the nearest edge of the exhaust hood. • Use the vinyl siding standoff(#1250)when installing on an exterior with vinyl siding. • Vent termination must not be located where it will become plugged by snow or other material Travis Industries 100-01169_001 4050119 20 Installation (for qualified installers only) Class A Chimney Conversion Kit Simpson Duravent provides a conversion kit for those wishing to use an existing wood stove chimney to vent this direct vent stove. The illustration below gives an overview of this type of installation. See the instructions included with the kit for details. ! Do not exceed the maximum vertical rise. The restrictor position should be set to the position that most closely resembles the vent configuration (see "Approved Vent Configurations"for details). NOTE: because this installation utilizes non-standard vent,the restrictor position may vary. Carefully monitor the burn characteristics to verify correct restrictor position. ! The conversion kit does not work on interior masonry chimneys. Chimney Conversion Kit A (# 931) Metalbestos 6" I.D. Screw the Retro Retro Vertical Top Security Chimneys 6"I.D. Vertical Top to the y v -,*'-(screw to chimney) Jackes-Evans 6" I.D. Flex Pipe Hart&Cooley 6"I.D. Pro-Jet 6" I.D. a Chimney Conversion Kit B (# 932) Simpson Dura-Vent 6"I.D. Air-Jet 6" I.D. Cut the Flex Pipe to Metal-Fab 6"and 7"I.D. the chimney height ht Amer.Metals 6"&7"I.D. plus 3" Metalbestos 7"and 8"I.D. p (75 mm) Jackes-Evans 7"and 8" I.D. Hart&Cooley 7"and 8" I.D. Pro-Jet 7"and 8"I.D. Security Chimneys 8" I.D. Chimney Conversion Kit C (# 933) Type A Chimney Simpson Dura-Vent 7"and 8"I.D. American Metals 8" I.D. Air-Jet 8" I.D. 4" (100 mm) Metal-Fab 8"I.D. Aluminum Flex American Metals 8"I.D. Pipe Each Kit Contains: Retro Connector Retro Vertical Top Retro Connector Additional Required Equipment: (screw to chimney) q 4"Flex(#711 or U.L.1777) Termination(#991) a a Co-Axial Sections Screw the Retro Simpson Duravent Direct fi_ _ Connector to the Vent Pipe Sections Flex Pipe (use adjustable section) Travis Industries 100-01169001 4050119 Installation Masonry Chimney Conversions (Interior or Standard) • Follow the requirements and use the equipment listed in the illustration below to install this appliance into an interior masonry chimney. • Maximum vertical rise is 40' • Minimum vertical rise is 10' • The restrictor position should be set to the position that most closely resembles the vent configuration (see"Approved Vent Configurations"for details). NOTE: because this installation utilizes non-standard vent,the restrictor position may vary. Carefully monitor the burn characteristics to verify correct restrictor position. NOTE: Certain jurisdictions may not allow this type of installation or may require two co-linear vents be used for venting through an existing masonry chimney. Check with your local building official before installing. Freestanding Masonry Chimney The entire chimney system must be #991 High Wind air-tight. Make sure to seal the �/Termination flashing,clean-out,and thimble connection,and to inspect the Flashing(included in chimney. #934 Masonry u Conversion Kit Make sure the coaxial pipe maintains a I"clearance to any combustible. The vent must be HyPh_Tem sealed air-tight. #990 90°Elbow 4"Dia.Flex Line (UL 1777 Gas Liner) Co-Axial Straight Lengths Connector with Cover (included in#934 Masonry Conversion Kit) Standard Masonry Fireplace The entire chimney system must #991 High Wind be air-tight. Seal the connector �/ Termination cover and inspect the chimney. —� Flashing(included in #934 Masonry Conversion Kit) HSS} a 4"Dia.Flex Line Make sure the coaxial pipe (UL 1777 Gas Liner) maintains a 1"clearance to any Connector(included in#934 combustible. The vent must be Masonry Conversion Kit),� sealed air-tight. i - •:::••.'. secured and sealed to block-off plate. _ tirti TI rti. Travis Industries 100-01169_001 4050119 • the Installation Finalizing the Installation ! Make sure the gas control valve is"OFF"and the heater is cool prior to conducting service. 1 Remove the face and glass(see page 24) ! We recommend you purge the gas line at this time(with the glass removed). This allows gas to be detected once it enters the firebox, ensuring gas does not build up. 2 Install the log set and coals(see page 26). 3 Turn on gas to the heater. Leak test all gas joints prior to starting the appliance. Start the pilot. Start the main burner. Leak test all gas joints again. 4 Inspect the pilot flame(see the illustration below). Adjust the pilot flame if necessary. Pilot Flame Adjustment To adjust the pilot flame, tum this screw(NOTE:if totally The pilot flame must contact the thermocouple and unscrewed gas will come out of this port). Clockwise thermopile(see the illustration below). Adjust the pilot up or lowers the flame while counter-clockwise raises it. Standard down as necessary. Screwdriver w 5 Replace and secure the glass and face(see page 24) Travis Industries 100-01169_001 4050119 Finalizing the Installation 6 Let the heater burn for thirty minutes. Adjust the air shutter, if necessary,to achieve the correct looking flame(see the illustration below). • The air shutter adjusts the amount of air that mixes with the gas before it exits the burner holes. It is used to fine-tune the flame for differences in altitude and vent configuration. Air Shutter Adjustment ADJUSTING THE AIR SHUTTER Pushing to the left gives the flame less air (making it more orange). Pushing to the right gives the flame more air,making it more blue. For fine adjustments use a screwdriver to tap the air shutter. NOTE:If the air shutter is all the way open,yet the flames remain sooty,shut off gas to the fireplace and contact a NOTE:The logs must be installed correctly to qualified gas service technician. 1� monitor the flame while adjusting the air shutter. Correct Not Enough Air Too Much Air Flames should be blue at the If the flames are over 14"tall or sooty on If the flames are all blue and base,yellow-orange on the top. the ends,open the air shutter. short,close the air shutter. I If the vent configuration is installed incorrectly the vent may cause the flames inside the heater to lift or "ghost"—a dangerous situation. Inspect the flames after installation to insure proper performance. If the vent configuration is correct,yet the flames are lifting or ghosting, shut off gas to the heater and contact the dealer for information on remedying the problem. I Failure to properly adjust the air shutter may lead to improper combustion and a safety hazard. Consult your dealer or installer if you suspect an improperly adjusted air shutter. Burner Ports400 Burner Pan (holes) 14e J 1 110, 400* The flames should burn right off If the flames are lifting,yet the If the flames are ghosting,yet the the top of the burner ports(if they vent configuration is correct, vent configuration is correct, are too blue,adjust the air control). contact your dealer. contact your dealer. 7 Turn the flame adjust knob to its highest position-the flames should be a maximum 9"to 10"tall. Check the flame on low position. The flames should burn off of each burner hole. If the heater does not work correctly, contact your dealer for a remedy. 8 Give this manual to the home owner and fully explain the operation of this heater. Travis Industries 100-01169_001 4050119 24Finalizing the Installation ftr qualified installers only) Glass Removal ! Make sure the gas control valve is"OFF'and the heater is cool prior to conducting service. O Open the two latches holding the glass frame in Oplace -follow the directions shown below a Lift the stove top off the stove and place it aside. Latch i� Glass Open the doors,lift them off the hinges,and place them aside. Remove the stove front by lifting it NOTE: up then forward. Place it aside. The metal tabs on the stove front slide over the f tabs on the side castings. ® Lift the glass frame slightly,swing the top forward,then lift the glass frame to disengage it from the bottom guides. Catch(on glass frame) t Glass Frame Glass Frame Guide Re-Attaching the Glass Frame: a) Slide the two brackets on the bottom of the glass frame into the glass frame guides(hold the glass frame at a slight angle. b) Swing the glass frame into place-you may have to lift it slightly to allow it to fit over the top of the firebox. c) Attach the upper latches(follow the instructions above in reverse). d) Replace the stove front and top. Travis Industries 100-01169_001 4050119 Fin I Installation Glass Frame Removal and Installation (continued) The latch can come loose from the latch assembly. This occurs only when it is rotated. Follow the directions below to re-install the latch if it comes loose. Hold the latch at an angle and insert it into the slot on the glass frame anchor. Latch ' NOTE: this slot may be at a different angle than illustrated. Glass Frame Anchor Note how the washer on the latch fits behind the flange on the glass frame anchor. Once fully inserted, turn the latch until it is upright. Travis Industries 100-01169_001 4050119 • the Installation Log Installation ! Make sure the gas control valve is"OFF"and the heater is cool prior to conducting service. ! Failure to position the parts in accordance with these diagrams or failure to use only parts specifically approved with this appliance may result in property damage or personal injury. - NOTE: The burner must be correctly positioned. Grasp the burner, lift it up, position the gas inlet tube over the burner tube, and slide the burner all the way down (see page 38 for details). These steel platforms with pins are for the rear log. The pins are used to locate �tF the logs on the burner. These flat spots are for the front twigs. ,g Place the rear log in place as shown here. Place the front logs in place. Note how the holes in the bottom of the front logs fit over the pins on the burner. Travis Industries 100-01169_001 4050119 Finalizingthe Installation Log Installation (continued) Place the top twigs in place. Note how the holes in the bottom of the twigs fit over the pins on the logs. Place the front twigs in place. They fit on the flat portions of the burner. Installing the Rock Wool The rock wool comes in one clump. Tear off"dime"sized clumps and flatten. Then pull on the wool to create gauze-like pieces. Place them near some of the burner holes. The wool glows best when very thin and porous. NOTE: We recommend using very little rock wool, especially in LP or high-altitude installations. r Travis Industries 100-01169_001 4050119 i Operation Before You Begin Warning: Read this entire manual before you use your new stove (especially the section"Safety Precautions"on pages 4&5). Failure to follow the instructions may result in property damage, bodily injury, or even death. Warning: Do not ooerate aooliance with the glass front removed cracked or broken Replacement of the glass should be done by a licensed or qualified service person Location of Controls - See explanation below The on/off switch and optional blower control are located on the back of the heater. r ON/OFF - Switch ti. . Optional ' iii i. I• Blower Control The Pilot Flame can be found below the back log. An instruction card for operating the heater Swing the control cover is attached near the gas control valve. down to access the gas control Replace it for easy reference. valve and pilot igniter. OIGNITER ® e; Gas ® . Pilot Igniter Control Valve Gas Control Knob Flame Adjust Knob On/Off Switch This control is used to tum the flame on and off. Optional Blower Control This knob controls the speed of the internal convection blower that pushes heated air into the room. Gas Control Knob This knob controls gas to the stove and pilot. There are three positions: ON, OFF,and PILOT. The indicator line is to the left of the knob. Flame Adjust Knob This knob controls the flame height from low("LO")to high ("HI"). The indicator line is above the knob. Pilot Igniter The pilot igniter is used only to start the pilot. When pressed, it sends an electrical charge to the pilot assembly. This creates a blue spark directly next to the pilot, igniting the pilot flame. • If using a remote control or thermostat,the On/Off Switch must be left"OFF". Turning the On/Off Switch"ON"will keep the stove on always. Travis Industries 100-01169_001 4050119 Operation Starting The Pilot Flame The pilot flame is required to ignite the main burners Q (it also plays a safety role). It should be left on once lit. It will stay lit unless the gas control valve is turned to"OFF". However,the pilot will go out if the gas is shut off,the propane tank runs out(or low)or if the stove malfunctions. If the pilot turns off frequently,call your dealer for information. To start the pilot follow the directions below: WARNING: 5 minutes When lighting or re-lighting the pilot, o0.0 r the glass must be removed (see page 24). ®a a Remove the glass(see page 24 for details). b Push the gas control knob in slightly and turn it to the"OFF"position. The knob will not tum from "ON"to"OFF"unless the knob is depressed 0 PILOT slightly. Wait five minutes to let any gas that IGNITER _ may have accumulated inside the firebox escape. If you smell leaking gas,follow the directions on the cover"IF YOU SMELL GAS". Gr c Tum the gas control knob to the"PILOT"position and press the knob in,this will allow gas to flow to the pilot light. Press the button on the pilot igniter repeatedly until you see the pilot light. ®' 30 seconds WARNING: ® __ If the pilot does not light after 15 seconds, release the knob and call your dealer for service. Do not attempt to light pilot until service has been performed. NOTE: You may wish to remove the log set to 7 gain a better view of the pilot (see page ,a 26). O yr 0 d Keep the gas control knob depressed for 30 seconds once it is lit. e Release the gas control knob. If the pilot goes out, repeat step C. If the pilot refuses to stay lit, call your dealer for service. With the pilot lit, proceed to step"f". O f NOTE: If the gas control knob is turned to "OFF" after the pilot has been lit for several seconds, the knob will not turn. This safety feature prevents gas from entering the firebox. • f Replace the glass. g Turn the gas control knob counter-clockwise to "ON". The pilot is now lit and the heater can be turned on and off. r0 Travis Industries 100-01169_001 4050119 1 -Operation Starting the Stove for the First Time Fumes from the Painted Surfaces Curing Burn the heater at a medium setting for approximately one hour the first time. This will cure the painted surfaces. Fumes from the paint curing and oil burning off the steel may occur. This is normal. We recommend you open the window to vent the room. Condensation Water may appear on the glass each time you start the heater-this is normal. Blue Flames The flames will be blue when first started. After fifteen minutes the flames will tum a more realistic yellow and orange color. Turning the Stove On and Off After the pilot has been started... See the instructions included For systems with wall with the remote for details on thermostats, use this switch to operation. control the temperature(right is hotter,left cooler). Some systems require the on/off switch to be on. X See the instructions Use this switch to tum the main burner included with the remote for changing on and off manually. the battery. Warning: Do not place combustible items on top or directly in front of the heater, even temporarily. The optional thermostat may start the heater causing a combustible item to ignite. Note: If the heater turns on and off frequently while using the thermostat, you may want to adjust the flame height down until it produces just enough heat needed. Adjusting the Flame Height + Your stove has an adjustable flame to tailor the look and heat output to your specific needs. It is adjusted by turning the middle dial on the gas control valve. Flame Height Index Mark Adjustment Knob III , A ® W. Turn counter-clockwise to adjust the flame higher,clockwise to lower. Travis Industries 100-01169_001 4050119 Operation Adjusting the Blower Speed (optional) The blower helps transfer heat from the heater into the room. It will not tum on until the heater is up to temperature (approximately 10 minutes after starting). See the illustration below for instructions on adjusting the blower speed. OFF HIGH LOW Turn the dial all The high position is Turn the dial the way counter- all the way counter- all the way clockwise until it clockwise,without clockwise. clicks off. clicking off. 1� Normal Operating Sounds The appliance may creak with change of O temperature—THIS IS NORMAL. Pilot Flame The pilot flame, which remains on, Blower makes a very slight This heater uses a blower to push heated "whisper"sound. air into the room. You will hear the sound of air movement that increases as the speed is increased. J, ¢ Extinction Pops It is not unusual,especially on Propane (LP)appliances,to experience a"pop" Gas Control Valve when the burner is shut off. As the gas control valve is turned on and off you will hear a dull clicking sound. This is the valve Blower Snap Disk opening up and shutting down. This part can produce a clicking sound as it turns the blower on and off. Normal Operating Odors This appliance has several areas that reach high temperatures. Dust or other particles on these areas may bum and create a bumt-paper smell. This is normal during startup. You may notice the smell is more acute if the appliance was left idle for a long period. Travis Industries 100-01169_001 4050119 qualified32 Maintenance (for service personnel only)Your Stove's Appearance WARNING: Make sure the appliance has fully cooled prior to cleaning. Painted Surfaces • Painted surfaces should be cleaned with a duster. If scratches occur, lightly sand the area with fine sandpaper. Clean the area and,with the stove cool,apply one or two thin coats of stove paint to the area(mask the area to avoid overspray). Allow the stove to dry,then tum the stove on to cure the paint(1 hour on medium). Enamel Surfaces • Use only soft cloth and water to clean enamel surfaces. To fix chips in the enamel,follow the directions below: 1) Let the stove cool. Clean the area thoroughly. 2) Shake the Travis Enamel Touch-Up thoroughly. Apply to the damaged area. Glass • Clean the glass with soap and water(do not use abrasives).To remove the glass,follow the instructions on page 24. Yearly Service Procedure • Failure to inspect and maintain the heater may lead to improper combustion and a potentially dangerous situation. We recommend the following procedures be done by a qualified technician. 1 Check the pilot flame. It should touch approximately 3/8"of the top of the thermopile and touch the top of the thermocouple(see illustration below). If it does not,contact your dealer for service. 2 Shut off gas to the heater by turning the gas control knob to"OFF"(see step A under"Starting the Pilot'on page 29). Let the heater cool for 15 minutes. Remove the glass(see page 24). 3 Remove the log set (NOTE: the logs are very fragile -see page 26). If severely deteriorated, replace. Check the logs for sooting. A small amount of soot along the bottom of the logs is normal. If excessive sooting is found,the heater will require adjustment. Contact your dealer. 4 Clean the burner(especially the burner holes)and inspect the following: • Make sure the burner is not warped,cracked,or damaged. • Check the firebox and area around the pilot to make sure there is no warping or damage. If any problem is found, discontinue use and contact your dealer for service. Before Disassembly-Check the pilot flame. It should touch the thermocouple and Check the walls and ceiling of the firebox for thermopile.Thermopile deterioration. Pilot Hood I Thermocouple 1 ' Check the burner holes. ' Make sure the burner is not warped or damaged. 5 Replace the log set. Clean and replace the glass(use non-abrasive cleaner-if damaged,replace). Make sure the gasket along the perimeter of the glass contacts the face of the firebox and forms an air-tight seal. If it does not, re-align or replace the gasket to insure an air-tight seal. Replace the glass. 6 Inspect the area behind the access door. Clean if necessary. Check the gas control valve and the gas lines. If damage is found,discontinue use and contact your dealer for service. Clean the air channels and ducts. 7 Start the pilot and turn on the main burner. The flames should be orange/yellow and not touch the top of the firebox. If the pilot or main burners do not bum correctly,contact your dealer for service. Monitor the blower operation. 8 Remove any debris or vegetation near the vent termination. Contact your dealer if any sooting or deterioration is found near the vent termination. Travis Industries 100-01169_001 4050119 qualifiedMaintenance (for service personnel only) 33 EW I Table Problem: Possible Cause: Don't Call for Service Until You: Pilot Will Not Light A gas shut off valve is turned off_________________ Check all gas shut off valves The gas control knob isn't turned to"PILOT"______ See"Starting the Pilot Light"Step C The valve control knob isn't pushed in............ See"Starting the Pilot Light"Step C The igniter wasn't pressed repeatedly............ See"Starting the Pilot Light"Step C No Propane in TankCheck Tank Level ------------------------------ Main Burners Will Not The pilot light has gone out_______________________ See"Starting the Pilot Light" Start The gas control valve is turned to"PILOT"or"OFF" See"Starting the Pilot Light" The ON/OFF switch is turned to"OFF-------------- Turn the ON/OFF switch to"ON" The remote control is not working correctly_______ See the remote control instructions The thermostat is set too low--------------------- Set thermostat to higher temperature Remote Control Does The pilot light has gone out----------------------- See"Starting the Pilot Light" Not Work The gas control valve is turned to"PILOT'or"OFF" See"Starting the Pilot Light" ON/OFF switch is turned to"ON"(stove stays on). Tum the ON/OFF switch to"OFF" The remote is too far away from the stove--------- Use the remote closer to the stove The remote control receiver is turned"Off--------- See the remote control instructions One of the two remote control batteries is dead___ See the remote control instructions Thermostat Does Not The pilot light has gone out----------------------- See"Starting the Pilot Light" Work The gas control valve is turned to"PILOT"or"OFF" See"Starting the Pilot Light" ON/OFF switch is turned to"ON"(stove stays on). Tum the ON/OFF switch to"OFF" The thermostat is set too low..................... Set thermostat to higher temperature Optional Blower Does The stove is not getting electricity________________ Check the breaker switch Not Work The stove is not up to temperature See"Operating Your Stove" Pilot Goes Out Once A The gas supply has been shut off________________ Keep the gas supply turned on Month Or More Flames Are Too Blue The stove has just been started__________________ This is normal-see"Starting the Stove for the First Time" Improper air shutter adjustment---------------- Adjust Air Shutter-contact your dealer Flames Are Too Short The flame height may be turned too low........... Tum the flame height to"HI"- Under 6" See"Adjusting the Flame Height" Thin Layer of Soot The logs or coals are placed incorrectly.......... See"Log Set Installation&Removal" Covers the Glass Improper air shutter adjustment__________________ Adjust Air Shutter-contact your dealer Travis Industries 100-01169_001 4050119 i=34 Maintenance (for qualified service personnel How this Stove Works 1 This stove was designed with safety as the primary concern. Many of the components inside this stove are for safety purposes. Therefore, only certified gas service technicians should service this stove. What Turns the Main Burners On and Off This stove uses a millivolt system to control its operation(a millivolt is a very small amount of electricity). The thermopile and thermocouple generate electricity when heated by the pilot flame. This electricity is used to operate the gas valve. Without enough electricity,the gas valve will not turn on. That is why when starting the pilot the gas control knob has to be pressed in long enough for the thermocouple to heat up and generate enough electricity. The thermopile provides power for the ON/OFF switch, remote control, or thermostat(see the illustration below). Because the thermopile generates the electricity needed to turn the stove on and off, this stove can be operated when the power is out (although the blower will not run). When heated,the thermopile This electricity is generates electricity(a very small used to operate the amount measured in"Millivolts"). main burners. The main burners are switched on and off using the ° electricity generated by the thermopile. The ON/OFF switch, ° remote control,or � ON thermostat control w Z the circuit to the main M burner. m z OFF What Prevents Gas Buildup + This appliance utilizes a high-technology gas valve in conjunction with a pilot flame to ensure no gas builds up inside the firebox. + The thermocouple(next to the pilot)senses when the pilot flame is lit. If the pilot flame goes out,this thermocouple no longer generates electricity,causing the gas valve to automatically shut off all gas to the heater, preventing the pilot from spilling gas into the firebox. Pilot Flame The pilot flame is a time-proven component that eliminates the possibility of gas buildup inside the firebox. Gas Valve N This high-technology valve automatically shuts off all gas if it does not receive a signal External Shut Off Valve )00 O from the thermocouple. If any component is This valve is placed on the gas line damaged or sensing a malfunction,or if the to shut off gas to the appliance wiring is damaged, it will shut off all gas. during maintenance procedures. Thermocouple Ceramic Glass — The thermocouple generates a small The glass in your heater is the most amount of electricity. If the pilot flame durable glass available. It has been tested to be extremely resistant to / goes out,the gas valve automatically breakage from temperatu shuts off all gas. re changes. Travis Industries 100.01169_001 4050119 qualified service personnel only) 35 Diagram Caution: Label all wires prior to disconnection when servicing controls. Wiring errors can cause improper and dangerous operation. Verify proper operation after servicing. Millivolt Wiring ONOff Switch ""'"°"T"a" 'I'll—plie Pl—lnnibr (for gas control valve) Red----0 Coppar COAxiad 0 � wke I —RedSpark Electrode (0-9 While Plot Hood 120 Volt Wiringy / opt;ena, OPtional Remote – / Th.—Wat o----d Control Ground eladc 3 l9reenl vmhe / Power In 6 coronae Molex 9 (w of 5 Connector 1 Remote 3 Hot Crean 2 Control (black) 8 Molex 4 7 7 11 Ground Connector rn g (attached to stove) 1 1 0 4 a 7 1 OptionalO While Blower (1Black slack Rheostat Black GasControlEt: Valve o �0o a(0 Red 1 •e� Blower 10o 9 Blast Snap Disk 11' Optional Regulator dim— Solenoid ` Blue Black Replacement Parts List Caution: Use only Travis Industries replacement parts. Do not use substitute materials. BLOWER MNTNG BRKT ASSY LEFT-G18/ 22/G39 228-2001 INJECTOR PILOT-LP #35 #- ORIFICE USE_w/SIT PILOT ONLY 100-05217 BLOWER MOUNT GRMT/SPACER 4 -1997+PEL/1995+GAS 93005017 INJECTOR PILOT-NG #62 #- ORIFICE USE w/SIT PILOT ONLY 93006508 BLOWER P50NTING BRKT G18/G22-FAN KIT 9900201 KNOB PLASTIC RHEOSTATS#-BLACK W/GOLDLINE-GAS/WOOD 100-04111 BLOWER CONV G3/G7-10/G14-#-16/G18/G21-26/ KI 10-PHDT 989W755A LOG EMBERS ROCK WOOL# 93006053 BURNER ASSY(EF),B38 LP/NG-TREE of LIFE 226 0049 LOG SET LS22-8 PIECE#-T.O.L. 172-00023 BURNER O-RING#08 3/16 id"-5/16"od BERK/SHEFF SHELL KIT- 100-05101 MAGNET w/SHEATH-1.000 x.750'1/4"THICK 10042802 BURNER O-RINGS#20.7/8"id-x 1"od-B15IB17B18 100-05102 MANUAL TREE OF LIFE 2005 100-01169 CONV PARTS,LP-G18/22/G24--G25'03-EFBURNER/SIT#175 9306503 MO(INGTUBEASS'Y G78/21-2/39-wB15/17/18/21/23136/38BURNER 100-05401 CONV PARTS NG-G18/22/33/34-SIT FILOTA/ALVE 22510304 ORIFICE BURNER-.0625"#-1.180"BRASS HEX .0625 die) 10-05206 DOOR ASSY LT-TOL CASHMERE 224-12025 ORIFICE BURNER-No.37#-1.180"BRASS HEX .104 dia 100-05204 DOOR ASSY LT-TOL MAJOLICA 224-12027 IEZO IGNITER ALL GAS UNITS 100.05110 DOOR ASSY LT-TOL MET BLK 224-12023 PILOT ASSY NG-S.I.T.#-COMPLETE 100.05403 DOOR ASSY LT-TOL VERDE MST 224-12029 ILOT BAFFLE BRK/PRA-20 GA ALZ-1.976 x 1.500 21005138 DOOR ASSY RT-TOL CASHMERE 224-12026 PILOT ELECTRODE S.I.T.PILOT-ASSEMBLY 93006523 DOOR ASSY RT-TOL MAJOLICA 224-12028 PILOT HOOD S.I.TREMVABLE -REMOVEABLE-200 93006517 DOOR ASSY RT-TOL MET BLK 224-12024 ILOT TUBE S.I.T.PILOT ASSY-USE w/S.I.T.PILOT ONLY 9306522 DOOR ASSY RT-TOL VERDE MST 224-12030 OWER CORD w/MOLEX CONNECTOR- ERMINATED 10-00260 DOOR HNG S-ASSY,LT-TOL BLK-BLACK PAINTED 22P00140 HEOSTAT RECTANGULAR-w/OFF- WALL w/NUT&WASHER 100-00122 DOOR HNG S-ASS'Y LT-TOL CSH-CASHMERE PAINTED 22400139 SIDE GLASS ASSY-T.O.L. 224.22025 DOOR HN S-ASSY,RT-TOL BLK-BLACK PAINTED 22400142NAP-DISC-120d NO#-NORMALLY OPEN 100-00231 DOOR HNG S-ASS'Y RT-TOL CSH-CASHMERE PAINTED 220-00141 STOVE PACK TOL-CASHMERE-#459 22510459 ENAMEL TOUCH-UP-CASHMERE-15 nd BOTTLE 10-02409 STOVE PACK TOL-MAJOLICA-#458 22510456 ENAMEL TOUCH-UP-MAJOLICA-15 ml BOTTLE 10-02410 TOVE PAC TOL-MET BLACK-#457 22510457 ENAMEL TOUCH-UP-VERDE MIST- GREEN 15 nd BOTTLE 100-02411 TOVE PACK TOL-VERDE MIST-#472 225.10472 FACE HINGE LEAF TOL-BLACK-BLACK PAINTED 220-00144 WITCH ON/OFF-SMALL GAS#-1996&UP ALSO 1995 DV 98900747 FACE HINGE LEAF TOL-CSHMRE-CASHMERE PAINTED 220-00143 HERMO-COUPLE-S.I.T.#-USE w/S.I.T.PILOT ONLY 93006518 FLEX PIPE 3#'x 12"BLK#-13-1/8"WITH FITTINGS 100-05115 HERMO-GENERATOR-S.I.T.#- THERMO-PILE -S.I.T.PILOT 93006519 FLUE STARTER SECT. G18/G22-G22IG28-2.188"x 6.629'dia 93005555 TOOL.KEY-DIE CAST ZINC-1/4"x 3.75" 100-an14 GASKET GLASS 15/16x54"302-B-VARIOUS WOOD PELLET&GAS 9990406 VALVE REGULATOR LP SIT#-S.I.T.#907.204 100-05504 LASS SPRING PIN ASSY 2004+-ALL UNITS w/GLASS FRAME ASSY 221-22220 VALVE REGULATOR NG SIT#-S.I.T.907.201 9300650 GLASSw/FRAME ASSY G18'05/-G39 224-21015 VALVE NG-S.I.T. 1.6-3.5 -S.I.T.#820.704 100-05508GLASS SIDE w/GSKT-T.O.L.-SERVICE PART 125040216 WIRE HRNS BLWR-G18/21/22/#-G39 OPT.BLOWER G31 MAIN 1 10-00341 HW PACK BLOWER-G18/G22-#164 98900489 WIRE HRNS MAIN-Gt8/G22#-Small as units NO SWITCH 10-00.967 HW PACK LEG LVL BOLT CAST#-1/4-20-FOUR w/RUBBER TIPS 98900415 Travis Industries 100-01169_001 4050119 • Safety • A copy of the safety(listing)label(adhered to the back of the stove)is shown below. a Tree of Life vended Was « -' A1/ALON FIMPIM Report Na On4W Pin�hfa for f� Crtlfied for USA Tested to:ANSI Z21.88b-2003"Vented Gas Fireplace Heater"and UL 307b-1995"Gas Burning Heating Appliances for Manufactured Homes". This appliance must be installed in accordance with local codes,if any;H none,follow the National Fuel Gas Code,ANSI Z223.1/NFPA 54. Installation In Manufactured or Mobile Homes must conform with Manufactured Home Construction and Safety Standard,Idle 24 CFR,Part 3280. This vented gas fireplace heater is equipped at the factory for use with natural gas.H conversion to propane (LP)is desired,the optional factory conversion kit must be used. This appliance is only for use with the type of gas indicated on the rating plate and may be installed In an after- market,permanently located,manufactured(mobile)home where not prohibited by local codes.See owner's manual for details.This appliance is not convertible for use with other gases,unless a certified kit is used. This vented gas fireplace heater is not for use with air filters. Keep burner and control compartment dean.See installation and operating instructions accompanying appliance. This appliance must be properly connected to a venting system In accordance with the manufacturer's installa- tion Instructions.Use only approved coaxial direct vent system to vent this appliance to the exterior.See owner's manual for approved brands of venting. WARNING:Improper installation,adjustment,alteration,service or maintenance can cause injury or property damage.Refer to the owner's information manual provided with this appliance.For assistance or additional information consult a qualified installer,service agency or the gas supplier. VENTED GAS FIREPLACE HEATER-NOT FOR USE WITH SOLID FUEL CAUTION. Hot while in operation. Do not touch.Severe burns may result, Keep children,clothing,furniture,gasoline and other liquids having flammable vapors away. Do not operate this appliance with glass removed,cracked or broken.Replacement of the pane(s) should be done by a licensed or qualified service person. Minimum Clearances to Combustibles Stove Top to Sidewall.......................... 10" Alcove Min.Height (Floor to Ceiling)........... 58" StoveTop to Backwall............_........... 5" Alcove Max.Depth..........._.............................. 45" Stove Top to Comerwall........._........... 5" Alcove Min Width........................_............... 46-314" Glass Front of Unit............................ 36" LP N& LP NA Input Rate on"HI"(BTU/Hr)'...... 31,000 31,000 Minimum Inlet Pressure(inches W.C.) ........ 11" 5.5" Input Rate on"LO"(BTU/Hr)'..... 23,000 24,900 Maximum Inlet Pressure(inches W.C.)........ 13" 7" Sumer Orifice She.............. .062" 0337 Manifold Pressure on"HI"(inches W.C.) ...... 10" 3.5" This appliance is equipped only for altitudes 0-2000 It(0,610 m)in USA. Electrical Rating:115%1.5 Amps,60 Hz TAl Manufacture 2007 Jan. Apr. Jul Oct TRAVIS INDUSTRIES Date: 2008 Feb. May Aug. Nov. HOUSE or FIRE IG N 0546 2009 Mar. Jun. Sep. Dec. 1 4800 Harbour Pointe Bhd SW Muldlteo,WA 98275 A copy of the instruction label (on a tag near the gas control valve)is shown below. FOR YOUR SAFETY READ BEFORE LUTING= =Lx;mING mSTRUCTIONS TO TURN OFF GAS TO APPLIANCE AIN,appbn h epippea Xtlh anVA n deshe alich rued N Want by band 1.��hs�ggy Moni»bhMudghbolon TA 1.Sat the lhermoNat to beeg sexing x'hen 1pNklgh Pbt MeahuYNmtdanseactlg p N O O aaPilotle). O h.BEFORE t1Cd11rIG,smel aI araud hI Set the thosmun o t to mewl 2 Tx h No aPPientilo Be sunb»dleaf ylypEerm ) O g?Xu IONTTEF1 w. bhbabaamesue pa hhuguMtlaMni seekmhloo. p� appbnn > a 3.Tunaghbbmm poensrfNQ e' r^ I—/ 3.PW tlu gas ranlrol hubbshyAtlY dna NNNiTOgDFYW 9Ell OAS. mhappWtaaappWbhl. fA -���Y// Rm1AotHisebh'OFs'posEm DoneetkymightXg appWia. 1.push The gu nomrol knob to TIB b ' NOTE: bub all ml hen hon'ON*to DUwM anyeMt:svNtli;aoMusemYomnymkd*q siytyrou Ndedwbem 'OrF•Wess flu Nob kaepressW SYgtp7. 'bmudbhly alas 9as uppNer hon a neighbo's phone.Folne the gas te'ON'ioslmn W suppies inhuleas NOTE:The Nob eN not tum 1.NPlmshbebmXtlhoN. thpbl eE ml gayest.seeded Yim,kmhg,[mkd b,obb Iyour —,neargensuph,olhhdepumut Inn. 'lo'OFT' nki g)Innedhlely press the taint, O 'OFT'utlal Nob is depressed slghrT Do house, IT TC yorsagatexntlnogm slgpb. C. photo theady you how bpmh b a brn h 9,mnbd Nub Neem ue lookrh notes WARM:a tho"No plas it— 9.Tunh9,uncal Nobouie bcbeheb'Otf. beat,a not pmt In a hm by timed,dont IT m row 11,an a wiba eavta s."Iwo, .ndedmdNr ai oa ipidr l3 samw,rNON I/.tun»hNae,boom at hdeYtivs Form a•trtPhd xWk oney net ba h a el@bg» any gas.Thensnullfa pas, r the bub and car your deahr NgmhappiNXa D.Doml mm ens to r ct the hm bmm en t hi na hiny not of a conks! u gas.indeddhag srOM Falo.'NB'�tm Ox lam n,Sat one mermostaf m aesirza seMu htlnfcNn to kmPed h appbrce dna m spam mO'Pax a fie c»trtl h aslaly YiamaN»b h hA ® L7 Imp h gas cmnbol Irub seflea;R appicade)or. se syXemed uN 9u uNd elrA tin lemmas eNr. »Ws!abet g you amt onl o V 1f0 h IN�4 3r sernks an h ONIOR rocYer seNM or p E go rut and"cabal onpobneds,sneer or a uth hN air peoue,yo. M'pomhrol o* remdv Taut m opuXe h ol®o d.Tun gasow4dkrobB.Relmehmsonhtlbmhrh pbl9o,segreputsxpl. nsbbuiu. ltd Theserex PONdege lme Sete�" aai hdakoangaa Or page» •If the knob does not pop up when ewnna,stoP and DO NOT RFN,ve TX6kC 1 ,rX' aTN)X TE P aImmWhtely u0 yearserbce I,hMri»on gas sl4plla. F YOU DO NOT FOLLOW THESE INSTRUCTIONS EXACTLY,A FIRE OR EXPLOSION MAY RESULT,CAUSING PROP WA R N I N G e IS/tIT,CLOSE AND LATCH URY OR LOSS OF LIFE.HEEDOOR RNR PLACE THRE-LIGHTING GLASS BEFORPILOTE LIGHTING THE URNER.EN OR THE GLASS REEMOVETHE DOOR MUST BE 0.MAfTERPTHE PI OT 0330 Travis Industries 100-01169 4050119 Limited 7 Year Warranty 37 To register your TRAVIS INDUSTRIES,INC.7 Year Warranty,complete the enclosed warranty card and mail it within ten(10)days of the appliance purchase date to:TRAVIS INDUSTRIES,INC.,4800 Harbour Pointe Blvd.SW,Mukilteo,WA 98275. TRAVIS INDUSTRIES,INC.warrants this gas appliance(appliance is defined as the equipment manufactured by Travis Industries,Inc.)to be defect-free in material and workmanship to the original purchaser from the date of purchase as follows: Check with your dealer in advance for any costs to you when arranging a warranty call. Mileage or service charges are not covered by this warranty.This charge can vary from store to store. Years 1 & 2 - COVERAGE: PARTS & LABOR Burner Assembly: Ceramic Glass Accessories Burner Pan,Mixing Tube,Air Shutter Assembly,Main Glass(breakage from thermal shook) Legs,Cast Firebacks Burner Orifice Firebox Assembly: Ceramic Logs Convection Heat Exchanger Adjustable Air Restrictor,Pressure Relief Mechanisms Log Set,Coals,Ember Strip(Steel Fiber) (direct vents only),Glass Attachment Mechanism Gold Plating Re-Installation Allowance Gold or Nickel Door,Optional Grill(see"Conditions and Exclusions"#9) In cases where heater must be removed from home for Gas Control Assembly repairs,a partial cost of re-installation is covered(pre- Adjustable control valve,millivolt wiring and connectors Electrical Assembly; aulFronzabon required) (located within the metal heater structure),thermopile, Blower,wiring harness,snap discs,rheostat speed control thermocouplepOne-Way Freight Allowance ,plot hood,orifices,pilot gas line,piezo gni One-way freight allowance on preau rior¢ed repair done at factory is covered. - Exclusions: Paint,Gasketing Years 3 THROUGH 5 - COVERAGE: PARTS & LABOR Firebox Assembly: Convection Heat Exchanger One-Way Freight Allowance Adjustable Air Restrictor,Pressure Relief Mechanisms(direct vents only),Glass Attachment Mechanism One-way freight allowance on preauthonzed repair done at factory is covered. Exclusions: Paint,Gasketing,Burner Assembly,Electrical Assembly,Gas Control Assembly,Ceramic Glass,Ceramic Logs,Gold&Nickel Plating,Accessories,Re-Installation Allowance Years 6 & 7 - COVERAGE: PARTS ONLY Firebox Assembly: Adjustable Air Restrictor,Pressure Relief Mechanisms(direct vents only),Glass Attachment Mechanism Exclusions: Paint,Gasketing,Burner Assembly,Electrical Assembly,Gas Control Assembly,Ceramic Glass,Ceramic Logs,Gold&Nickel Plating,Accessories,Convection Heat Exchanger,Re-Installation Allowance,One-Way Freight Allowance,Labor CONDITIONS & EXCLUSIONS 1. This new gas appliance must be installed by a qualified gas appliance technician. It must be installed,operated,and maintained at all times in accordance with the instructions in the Owner's Manual.Any alteration,willful abuse,accident,neglect,or misuse of the product shall nullify this warranty. 2. This warranty is nontransferable,and is made to the ORIGINAL purchaser,provided that the purchase was made through an authorized TRAVIS dealer. 3. Discoloration and some minor expansion,contraction,or movement of certain parts and resulting noise,is normal and not a defect and,therefore,not covered under warranty. The installer must ensure the appliance is burning as per the rating tag at the time of installation.Over-firing(operation above the listed BTU rate)of this appliance can cause serious damage and will nullify this warranty. 4. The warranty,as outlined within this document,does not apply to the chimney components or other Non-Travis accessories used in conjunction with the installation of this product If in doubt as to the extent of this warranty,contact your authorized TRAVIS retailer before installation. 5. Travis Industries will not be responsible for inadequate performance caused by environmental conditions such as nearby trees,buildings,roof tops,wind,hills or mountains or negative pressure or other influences from mechanical systems such as furnaces,fans,clothes dryers,etc. 6. This Warranty is void if., a. The unit has been operated in atmospheres contaminated by chlorine,fluorine or other damaging chemicals. b. The unit is subject to submersion in water or prolonged periods of dampness or condensation. c. Any damage to the unit,combustion chamber,heat exchanger or other components due to water,or weather damage which is the result of,but not limited to,improper chimney/venting installation. 7. Exclusions to this 7 Year Warranty include: injury,loss of use,damage,failure to function due to accident,negligence,misuse,improper installation,alteration or adjustment of the manufacturer's settings of components,lack of proper and regular maintenance,damage incurred while the appliance is in transit,alteration,or act of God. 8. This 7 Year warranty excludes damage caused by normal wear and tear,such as paint discoloration or chipping,wom or tom gasketing,corroded or cracked logs,embers,etc.Also excluded is damage to the unit caused by abuse,improper installation,modification of the unit,drilling of the orifices,or the use of fuel other than that for which the unit is configured. Units are shipped for natural gas and must be converted to propane using the included conversion kit. Confirm fuel configuration with your installer. 9. Damage to gold,nickel,or brass surfaces caused by fingerprints,scratches,melted items,or other external sources left on the surface is not covered in this warranty. Damage from the use of cleaners other than denatured alcohol on gold or nickel is not covered in this warranty.Damage from the use of abrasive cleaners on brass is not covered in this warranty. 10. TRAVIS INDUSTRIES,INC.is free of liability for any damages caused by the appliance,as well as inconvenience expenses and materials. Incidental or consequential damages are not covered by this warranty. In some states,the exclusion of incidental or consequential damage may not apply. 11. This warranty does not cover any loss or damage incurred by the use or removal of any component or apparatus to or from the gas appliance without the express written permission of TRAVIS INDUSTRIES,INC. and bearing a TRAVIS INDUSTRIES,INC.label of approval. 12. Any statement or representation of TRAVIS products and their performance contained in TRAVIS advertising,packaging literature,or printed material is not part of this 7 year warranty. 13. This warranty is automatically voided if the appliances serial number has been removed or altered in any way.If the appliance is used for commercial purposes,it is excluded from this warranty. 14. No dealer,distributor,or similar person has the authority to represent or warrant TRAVIS products beyond the terms contained within this warranty. TRAVIS INDUSTRIES,INC.assumes no liability for such warranties or representations. 15. Travis Industries will not cover the cost of the removal or re-installation of hearths,facing,mantels,venting or other components. 16. If for any reason any section of this warranty is declared invalid,the balance of the warranty remains Jn effect and all other clauses shall remain in effect. 17. THIS 7 YEAR WARRANTY IS THE ONLY WARRANTY SUPPLIED BY TRAVIS INDUSTRIES,INC.,THE MANUFACTURER OF THE APPLIANCE. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED,ARE HEREBY EXPRESSLY DISCLAIMED AND PURCHASER'S RECOURSE IS EXPRESSLY LIMITED TO THE WARRANTIES SET FORTH HEREIN. IF WARRANTY SERVICE IS NEEDED: 1. If you discover a problem that you believe is covered by this warranty,you MUST REPORT it to your TRAVIS dealer WITHIN 30 DAYS,giving them proof of purchase,the purchase date, and the model name and serial number. 2. Travis Industries has the option of either repairing or replacing the defective component. 3. If your dealer is unable to repair your appliance's defect,he may process a warranty claim through TRAVIS INDUSTRIES,INC.,including the name of the dealership where you purchased the appliance,a copy of your receipt showing the date of the appliances purchase,and the serial number on your appliance.At that kme,you may be asked to ship your appliance,freight charges prepaid,to TRAVIS INDUSTRIES,INC.TRAVIS INDUSTRIES,INC.,at its option,will repair or replace,free of charge,your TRAVIS appliance If it is found to be defective in material or workmanship within the time frame stated within this 7 year warranty. TRAVIS INDUSTRIES,INC.will return your appliance,freight charges(years 1 to 5)prepaid by TRAVIS INDUSTRIES, INC.,to your regional distributor,or dealership. 4. Check with your dealer in advance for any costs to you when arranging a warranty call. Mileage or service charges are not covered by this warranty.This charge can varyfrom store to store. Travis Industries 100-01169_001 4050119 38 Optional • • LP Conversion Instructions Install the conversion kit Drior to installing the gas line to ensure proper gas use 1 Remove the face and glass(see page 24). Remove the logs and coals(if installed-page 26) 2 Remove the burner(see illustration below). Remove the ember trays from both sides of the burner. Reach into the firebox and v, lift the burner upwards. Do not lift burner out by the pins. _ Pull the burner forward,out of the firebox. This tube on the burner inserts into this tube on the mixing tube. When Installing,make sure the burner is fully seated-it rests on these supports. Replace the ember trays last. Travis Industries 100-01169_001 4050119 Optional Equipment (for qualified installers only) 39 3 Follow the directions below to replace the orifice. • a Remove the four screws holding the mixing tube in place. • 1/4"Nutdriver Remove the mixing tube from the shutter by sliding it to the left. Air Shutter Slide the air shutter to the fully open position. Burner Orifice The new LP orifice has Manifold ".062"stamped on it. ® Qe Use a 1/2"open end wrench to Apply thread unscrew the burner orifice. ZINCsealant to the 1/2"Wrench �ry new orifice and NOTE: ® install. Screw the LP orifice in 5/16" so the orifice shoulder The old NG protrudes 5/16" orifice has"37" (indicating full insertion). stamped on it. 4 Remove the pilot orifice following the instructions below. Replace with the propane pilot orifice OLift the pilot hood O Remove the orifice and replace with the LP orifice. Screw the off the pilot orifice all the way in and replace the pilot hood. assembly. Orifice Identification: LP(Propane)Orifice OUse a hex wrench to 35 / b unscrew the orifice. NG(Natural Gas)Orifice 41' � 62 5/32"Hex NOTE:when re-attaching, this pin lines up with the notch in the pilot hood. Travis Industries 100-01169_001 4050119 Optional E • • O p 5 Install the logs and Remove and discard the three screws using a slotted screwdriver of Torx T-20. Install the LP regulator. Use the screws embers. included with the LP regulator. Tighten to approximately 25 Lbs.torque. 6 Replace glass and rte, face. 7 Remove the r —•;-' regulator from the b .front of theas g Remove and discard the control valve. regulator,diaphram,spring NOTE: Make sure the Replace with the and center post. regulator gasket is correctly propane regulator, ioeed aligned before installation. usingthe news ddver (or T-20 Tom) gasket and screws included with the Saev�ddver regulator. NOTE: (or T-20 Tom) Leak test this area after the heater is installed, gas is connected, and the main burner is lit. Place the LP label on top of the control cover near the gas control valve. 8 Make the gas line connection, bleed the gas line(if applicable), start the heater and thoroughly leak- test all gas connections and the gas control valve. Check the pilot. Adjust if necessary. WARNING: When lighting or re-lighting the pilot, the glass must be removed (see page 24). To adjust the pilot flame, tum this screw(NOTE:if totally The pilot flame must contact the thermocouple and unscrewed gas will come out of this port). Clockwise thermopile(see the illustration below). Adjust the pilot up or lowers the flame while counter-clockwise raises it. Standard down as necessary. Screwdriver ,0 1 r� 1 � Travis Industries 100-01169_001 4050119 Optional • • qualified installers only) 41 Blower (SKU 99000153) WARNING: Turn the gas control valve to off and make sure the appliance has fully cooled prior to conducting service. 1 Attach the two black wires at the rear right of the stove to the thermodisk(orientation does not matter). Then attach the thermodisk to the bottom of the stove body following the directions below. a Remove the snap disk cover plate below Attach the snap disk the burner on the left side(when facing ® using the screws the stove from the front). removed in step"a". OAttach the wires labeled snap disk to Snap Disk Wires the snap disk. (Black-orientation does not matter) 2 Place the blower near the rear of the stove. Attach the wiring in grommets following the directions below. Remove one of the screws holding a the mounting bracket in place. Insert the screw through the eyelet on the green ground wire and replace. 1/4"Nutdriver b Attach the black and white wires labeled"Blower"to the blower (orientation does not matter). f Route the wires labeled"Valve on/off"and"Solenoid"under 1 the burner pan to a location c Attach the molex connector. near the gas control valve. a ®fes Attach the two wires leading d Slide the rubber grommets(with DO NOT PLUG THE STOVE from the control box to the two spacers inserted inside)onto the IN UNTIL INSTALLATION IS block wires labeled"Rheostat". fan mounting bracket. COMPLETE. Travis Industries 100-01169_001 4050119 =42 Optional Equipment (for qualified installers only) 3 Slide the left side of the blower mounting bracket over the grommets on the left mounting bracket attached to the stove(see the illustration below). Then insert the stud plate through the right side grommets and through the right mounting bracket on the stove. Secure the stud plate with the included washers and nuts Make sure the bracket Left Mounting slides into the groove on Bracket(on stove the rubber grommets. Rubber Right Mounting Blower Mounting Grommet Bracket(on stove) Bracket f Stud Plate Veli+�f' Blower Mounting Bracket °,- Stud Plate Blower Mounting Bracket 11132" Socket Washer Nut f 4 Make sure all of the wiring is placed away from the blower impeller and the bottom of the burner. Use lock ties, if necessary, to ensure no wires are damaged. 5 Open the control cover following the directions below. Remove the button plug and install the rheostat. Loosen the two screws holding the control Attach the rheostat wires to the two NOTE:make sure the 8 box in place. This allows access to the quick connects inside the control fiberglass heat shield is in back of the control box. O box(orientation does not matter). place when re-attaching the control box. Control Box Phillips S.-PS& .r O Rheostat Attach the rheostat to the control panel with the included nut and star washer. Moe Wrench 1 Attach the knob. © Remove the button plug NOTE:this tab fits into the from the control box. hole on the mounting bracket. 6 Plug the blower in. Let the heater achieve operating temperature and test blower operation. Travis Industries 100-01169_001 4050119 I .Optional • • qualified installers only) 43-- Accent Light (Type 2 — 94400111) /A Make sure power to the heater has been turned off prior to installation (unplug the power cord). /A Do not connect 110-120 VAC to the gas control valve or the on/off circuit on this fireplace. IMPORTANT INSTALLATION NOTE FOR MODELS USING THE FIREBACKS: 0 Follow the steps below if installing the firebacks with an accent light. • Remove the burner (see the manual for details). • Install the rear fireback (see the instructions included with the firebacks). • Install the accent light. • Replace the burner. • Install the side firebacks (see the directions included with the firebacks). NOTE: The bulb maybe shipped separately. Do not touch the bulb—oil or other residue left on the bulb may lead to premature bulb failure. Use a cloth or paper towel to handle the bulb. 1 Modify the accent light assembly as shown in the illustration below. C Remove the screw that holds the accent light bracket in place. Re-attach it in the Ob 0 second hole from the \� Loosen these nuts Re-attach the top. This lowers the and slide the light receptacle to the accent light for proper receptacle out(take opposite side. light placement. care to not touch the 0 Bend this tab upwards halogen bulb) to a 90°angle. o Accent Light Bracket 2 Remove the burner from the stove(see owner's manual for details). Install the accent light assembly as shown in the illustration below. NOTE:To prevent heat-damage to the wires, t ----�a Remove this screw on the firebox floor. make sure this wires are routed along the Position the accent light assembly in the floor of the firebox,away from the burner. same location,and re-attach the screw t t to secure the accent light assembly. b Remove and discard the cover plate(accessed from below). Route the wires from the c accent light through gasket and hole.Attach the accent light cover plate(with grommet)to the firebox floor with the screws removed in step"b". Pull the excess NOTE:The accent light requires the right side access hole. If b b wire through the grommet, this hole is being used for the thermodisk for optional blower, towards the front of the stove switch the thermodisk to the mounting position on the left side. (this helps prevent the wire from contacting the burner). Travis Industries 100-01169_001 4050119 44 Optional • • 3 Attach the rheostat assembly following the directions below. a C Attach the quick- connect from the accent light to the P I quick-connect on the rheostat wiring harness. d Use the included wire nut to connect the wire leading from the rheostat to the remaining wire leading from the accent light. a Disconnect the molex connector leading to the power cord. e b Slide the rheostat assembly into Attach the two molex connectors on the place and secure with the rheostat wiring harness to the power cord and included nuts. the molex connector on the appliance. Make sure all wiring does not contact the firebox or blower(use wireties if necessary). 4 Restore the firebox to the correct configuration (replace the burners, etc.). Travis Industries 100-01169_001 4050119 Optional Equipment (for qualified installers only) 4 5 Accent Light Operation OFF LOW HIGH Tum the dial all the Turn the dial 180° The high position way counter-clockwise clockwise until the light is all the way until it clicks off. begins to glow. clockwise. eN 0 �N' IN v wy NOTE: The accent light responds best when turned to high, then turned down to the desired light level. Bulb Replacement NOTE: Do not touch the bulb—oil or other residue left on the bulb may lead to premature bulb failure. Use a cloth or paper towel to handle the bulb. The accent light must be replaced with 35 Watt 120 Volt T4 Halogen Bulbs(G6.35 Base)—available at most hardware stores. To replace the bulb, simply remove it from the socket and insert the new bulb (pin orientation does not matter). Travis Industries 100-01169_001 4050119 Accent Light.....................................................43 Installation Options...........................................6 Adjusting the Blower Speed..............................31 Items Required for Installation............................7 Adjusting the Flame Height...............................30 Leaking Gas.............................See Inst. on Cover Air Shutter Adjustment......................................23 Listing Information............................................36 Altitude Considerations.....................................10 Location of Controls..........................................28 Approved Vent Configurations..........................13-18 Log Set Installation and Removal.......................26 Blower Control..................................................31 Maintenance....................................................32 BTU Input.........................................................6 Noise(see Normal Operating Sounds)...............31 BTU Output......................................................6 Normal Operating Sounds.................................31 Cap(see vent termination).................................19 Packing List......................................................7 Chimney Cap(see vent termination)...................19 Pilot Flame Inspection.......................................22 Clearances.......................................................8 Piping Installation(see Gas Line Install)...............10 Condensation on Glass.....................................30 Restrictor Position............................................12 Corner Installation.............................................8 Safety Label.....................................................36 Dimensions......................................................6 Safety Precautions...........................................4 Elbows.............................................................12 Starting The Pilot..............................................29 Face Removal...................................................24 Starting the Stove for the First Time...................30 Finalizing the Installation....................................22 Thermostat Operation.......................................30 Floor Protection ...............................................9 Turning the Stove On and Off............................30 Fuel.................................................................4 Vent Length (see "Vent Config.")......................12 Gas Control Valve(Location)..............................28 Vent Requirements..........................................11 Gas Inlet Pressure.............................................10 Vertical Vent Termination Requirements............19 GasLine Connection........................................10 Warnings.........................................:................4 GasLine Install..................................................10 Warranty...........................................................37 Gas Smell.................................See Inst. on Cover Water on Glass(see Condensation)...................30 Glass Installation and Removal...........................24 Weight.............................................................6 Hearth Requirements........................................9 What Prevents Gas Buildup...............................34 Heating Specifications......................................6 What Turns the Main Burners On and Off............34 Horizontal Vent Termination Requirements........19 Wiring Diagram..................................................35 How this Stove Works.......................................34 Yearly Service Procedure..................................32 Travis Industries 100-01169_001 4050119 Wright Builders, Inc. �L5 LJ lJ �L1v O� ��IJUIJ� L1 IJLr,1� 48 Bates Street Northampton, Ma 01060 Date 3/24/2016 lJob No. 15-631 Attention: (413) 586-8287 Re: Fax(413) 587-9276 New House - Bullitt-Jonas 109 Olander Drive To: Louis Hasbrouck/ Chuck Miller Northampton, MA 01060 Northampton Building Dept We are Sending You P` Attached fa" Under Separate Cover via The Following Items: f— Shop Drawings F Prints F Plans f`- Samples F Specifications F opy of Letter F Change Order F Copies Date No. Description 1 2/26/16 Stamped - Su erior Walls Foundation Plans 11x17 - Pages 1-5 These are Transmitted as checked below: ry For approval f— Approved as submitted i"" Resubmit _copies for approval 9 For your use f'"' Approved as noted F Submit copies for distribution 9" As Requested F Returned for corrections r Return corrected prints fW For review and comment F F FORBIDS DUE F PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau G CODES&STANDARDS SHEET INDEX PROJECT: Building Code: 2012 IRC 1 of 5-General Notes Bullitt 3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 2 of 5-Drawing Summary Block-Al1_Layers Wright Builders Quality Assurance Manual: Superior Walls of America QA Manual 3 of 5-Plan View-All Layers 97 Olander Drive Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42-9000) 4 of 5-Multi-Isometric Northampton, MA 01060 Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 5 of 5-Sections [Project No. OP41511] WALL MATERIALS Concrete Compressive Strength: 5,000 PSI BUILDER: Water/Cement Ratio: < 0.40 Wright Builders Reinforcing Steel: NoA and larger- 60,000 PSI DAMPPROOFING 48 Bates Street No.3 and smaller-40,000 PSI Northampton, MA 01060 Secondary Reinforcement: Polypropylene Fiber Superior Walls are recognized by Embedded Wood Blocking: Preservatively Pressure Treated the ICC-ES as an alternate method Contact: Roger Cooney EPS Foam Insulation: Flame Spread:20 of providing foundation wall Phone: 413 586-8287 Smoke Development: 240 dampproofing. No additional dampproofing ( ) XPS Foam Insulation: Flame Spread: 5 is required. Fax: (413)586-8287 Smoke Development: 165 (See ICC-ES ESR-1553&ESR-1662) Mobile: (413)586-8287 SITE CONDITIONS Frost Depth: Local Code inches PLEASE NOTE Assumed Soil Bearing Capacity: 2000 PSF MUNICIPALITY: Assumed Wall Loading: 2700 Pounds/LF(uniform) To comply with building code Hampshire County, MA Crushed Stone Footing Depth: 8 minimum inches requirements,the framing/decking Contact: Crushed Stone Size: 1/2 inch or smaller connections at the top of the Superior Phone: Backfill Material: Backfill with dean crushed stone or any of the following Wall and floor slab at the bottom of Fax: ---- - the Superior Wall MIST be__ soil types:GW, GP, GM, GC, SW,SP, SM, SC CL,MC,or up to 60 pcF. __ --- — Beam Pocket(s): N/A completed prior to backfilling. CUSTOMER RELEASE Column Pad(s): N/A As the authorized representative of the customer/builder GENERAL NOTES 1 have reviewed this document and the drawings Walls"contained in iL I understand that it was created from u orior 1. Jobsite shall be prepared by the builder in ac cordance with the Superior Walls of America Builder information and dimensions provided by the customer/ Guideline Booklet MAN 42-9000 . builder and that Superior Walls will rely on that 2. Auxiliary drain pipe must be four )inch diameter perforated and directed to a sump pit or daylight. information in the manufacture of this project. 3. Builder shall establish the required elevation benchmark. I acknowledge that I have compared this document to the Weaver Northeast 4. Builder shall ensure site access for trucks and crane. sales order/contract and that this document supersedes 68 Violet Ave 5. Seismic Category: B the sales order/contract with respect to the objects and Poughkeepsie, NY 12601 Basic Windspeed: 100 mph dimensions contained herein. l approve the project Phone: 800-352-8196 INSTALLATION NOTES depicted in this document for production, and accept full Fax: responsibility for any and all measurements, dimensions DRAWING DATA: and information provided by the customer/builder. I hereby 1. Installation shall be supervised by a Superior Walls certified installer. release and discharge Superior Walls from any and all Sold by: John W. Certification is obtained through Superior Walls of America, Ltd. past, present or future claims and damages arising from Drawn by: naw 2. Installation shall comply with Superior Walks of America's Installation Manual (MAN 42-9008). or relating to the attached drawing and deviations in the Date Created: 10/14/2015 drawing from information customer/builder provided. Last Revision: 2/26/2016 Revision#: 1.01 Signature of Customer/Builder Date File Name: wb bullitt seal PROJECT NO. OP-11511 Page 1 of 5 PROJECT: Bullitt Wright Builders 97 Olander Drive Drawing Summary Block - All -Layers Northampton, MA 01060 --------------------- 6/6 R5 Walls/Panels [Projed No.OP-115111 14/ 14 XI Walls/Panels 7 Support Ledges Totaling 11 ' -8 ' BUILDER: 6 Specialties Wright Builders 9 Slab Connectors 48 Bates Street 70 External Laths ( Ver or Horz ) Northampton, MA 01060 5/5 R5 Walls/Panels Type : 4 ' Linear Feet : 67 ' -2 ' Contact: Roger Cooney 1 / 1 XI Walls/Panels Type : 4 ' Linear Feet : 24 ' Phone: (413)586-8287 1 / 1 R5 Walls/Panels Type : 9 ' Linear Feet : 1 ' -4 ' Fax: (413)586-8287 13/ 13 XI Walls/Panels Type : 9 ' Linear Feet : 179 ' - 10 ' Mobile: (413)586-8287 Drawing Notes - ------------ ( 3 ) 2x2 Column Pads Supplied Only MUNICIPALITY: Hampshire County, MA Contact: - Object Details in inches - Phone: ---------------------------- Fax: ID # Obi Desc Width Height eader oor ( . W) A 1 Win 62 36 23_ 1 /2 K 1 Cut Custom Height 96 8 0 L 1 Cut Notch 234 16 0 0 1 Cut Custom Height 144 8 0 P 1 Win 87 29 25_ 1 /2 a O 2 Cut Elevation Change 18 8 0 T 4 LTH 2_ 1 /4 84 0 6)wffm U 5 LTH 2_ 1 /4 29_ 1 /2 0 V 5 LTH 2 1 /4 25_ 1 /2 0 W 4 LTH 2- 1 /4 6 6 0 Superior Walls by Weaver Northeast X 16 L T H 2- 1 /4 6 0 0 68 Violet Avenue y 8 LTH 42 2_ 1 /4 0 Poughkeepsie, NY 12601 Z 7 LTH 60 2 1 /4 0 Phone: 800-352-8196 AA 8 LTH 2 1 /4 108 0 Fax: AB 5 LTH 2_ 1 /4 78 0 DRAWING DATA: AC 4 LTH 2_ 1 /4 18_ 1 /2 0 Sold by: John W. AD 4 LTH 21 /4/4 23_ 1 /2 0 Drawn by: new Date Created: 10/14/2015 Last Revision: 2/26/2016 Revision##: 1.00 File Name: wb bullitt seal.drw PROJECT NO. OP-11511 Page 2 of 5 52' 10' 4, 1916' 22'6' Solid Corner —�� 1'6' 0 p K cv } M on end 81 9' X cu Walls 4' EPS Walls ti -o a) 22' ___ 28'8' F� v� 12'1' PT x00 i Cu 12' �. P 1� ct.i <- ih 9' EPS Wall r, L7'6' cj 9' X� 3 Walls DRAWING DATA: Sold by. John W. Drawn by: new _ Date Created: 10/14/2015 Last Revision: 2/26/2016 Solid Corner Revision M 1.00 2418' 8' File Name: wb bullitt seal.drw 52' PROJECT NO. OP-11511 Page 3 of 5 0 0 0 0 Rear Left View Front Right View � o DRAWING DATA: Sold by: John W. Drawn by: new Date Crated: 10/14/2015 Last Revision: 2/26/2016 Revision M 1.00 File Name: wb bullitt seal.drw PROJECT NO. f w ti ter'' ' OP-11511 Page 4 of 5 Polyurethane Joint Sealant 13/4"Concrete Face Floor System 13/4"Concrete Face Shell (By Oth s,Connection To 21/2"XPS Insulation •: , , ,_-- Wall Must Comply With BuilderPolym+dhane Joint Sealant 104" 104 Guideline Booklet Specifications) 2" Sill Plate Bolt __- __ _-_- _- -- - ------ 101" 212 XP3Insulahan —/ •. 1 " Steel Reinforced 4 . • king Bond Beam Finished Blocking =; Sill Plate 1"EPS Bond Beam Is EPS Sad tnsulatim Galvanized (By Others) Insulation BPS Chase For Wiring Steel Stud Facing And Phmabing #3 Bond Beam Rebar Vertical#4 Reber Concrete Face Shell vest#4k� ( Each Stud) 4 �d0 Each Sa>d) 1"BPS Stud Insulation Mking Cnlvanized BPS Chan For lumbing Steel Stud Facing Concrete Stud (Wrapped In 1"EPS Insulation) 90 Degree Inside Corner 90 Degree Outside Corner Vertical#4 Rebar Scale: 3/4'=1'-0' ([aside Each Stud) Scale: 3/4"=1'-0" ° Galvanized Steel Stud Facing Potym+erb.ae Joint sealant Hole For Wiring 13/4"Concrete Face Shell 21/2"XPS Insulation And Plumbing POlyucediane Joint Sealant 13/4"Cancrete Face Shell 212"XPS Insulation = _ _„_,._,,.•_____ ___________ ;,;,,,,;;,,,,,,;,,,,;,,,,,,,,,,,,,, r a 104” Slab Connector --- - ____ ___ - - '-__________-_-__ (As ReqVat"#4 Reber uired) 104" 2XPS Insulation Concrete Floor" nsulation •. (Innde sand) 1 1"BPS Stud Insulation Steel Reinforced ' ' BPS Chace For Wiring (By Others,See Current Finished Bloclaog And Phrmbing GatYanized Footing BeamAddition Of The Builder �'�) Steel Saud Saud Facing Vertical#4 Rebar Filter Membrane Guideline Booklet For (Inside Each Stud) Panel Divide (By Others) Further Details) GalvanizedScale: 3/4"=1'-0" • Steel Stud Facing DRAWING DATA: Auxiliary Drain Pipe Bas And P� Sold by: John W. To Sump Or Daylight Drawn by: new Is EPS Stud Date Created: 10/14/2015 Clean Crushed Stone Footing Last Revision: 2/26/2016 (Depth Varies Per Application) Revision M 1.00 9'Xi Cross Section End Of Wall Connection File Name: Hub bull'ltt seal.dnw Scale: 1/2"=1'-0" Scale: 3/4"=1'-0" PROJECT NO. OP-11511 Page 5 of 5