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31C-037 (2) w��.xve:v /ir Ed'r In 1 80(1 ids 2009 IECC Certificate Lot 1 - finished bsmnt, Northampton, MA 01060 Building Envelope Insulation Ceiling Flat: R -71, R-40 Vaulted Ceiling: R -44 Above Grade Walls: U -0.030 Foundation Walls: R -33.0 Exposed Floor NA Slab. R -10.0 Edge, R -15.0 Under Infiltration: Htg: 678 Clg: 678 CFM50 Duct: NA Duct Leakage to Outside: 0.00 CFM @ 25 Pascals Window Data U- Factor SHGC Window: 0.170 0 -180 Mechanical Equipment HEAT: Fuel -fired air distribution, Natural gas, 95.0 AFUE COOL: Air conditioner, Electric, 14.5 SEER. DHW: Instant water heater, Natural gas, 0.88 EF, 0.0 Gal Builder or Design Professional Signature REM/Rate - Residential Energy Analysis and Rating Software v13.0 et) 9r a trIxr (AL IA /1 sal I • PERFORMANCE FACTORS - C:\...\JMC_2011_UDRH_vQ4_for REM 12 9.udr Date: November 14, 2012 Rating No.: 12 -187 Building Name: Artisan Cottage Rating Org.: Center for EcoTechnology Owner's Name: Wright Builders Phone No.: Property: Lot 1 - finished bsmnt Rater's Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: 8272678 Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Confirmed File Name: 12 -187 Lot 1 92 Olander- Cottage- Beechwood -(c Rating Date: 11/14/12 UDRH Artisan Cottage DIFF % DIFF Normalized Loads (Btu /sf shell area /DD) Heating: 2.39 0.67 1.72 72.1% Cooling: 16.74 12.85 3.90 23.3% Normalized Consumption (kBtu /sf floor area /yr) Heating: 30.8 a 8.0 22.8 74.0% Cooling: 1.7 1.2 0.5 28.4% Water Heating: 8.2 5.3 2.9 35.1% Lighting: 1.7 1.7 Appliances: 7.0 7.7 -0.7 -9.8% Photovoltaics: -0.0 -0.0 Total w/o PV: 49.3 23.9 25.4 51.6% Total: 49.3 23.9 25.4 51.6% Normalized Consumption (Btu /sf floor area /DD) Heating: 5.0 1.3 3.7 74.0% Cooling: 8.3 6.0 2.4 28.4% Normalized Costs ($ /sf floor area/yr) Heating: $ 0.523 $ 0.134 $ 0.388 74.3% Cooling: $ 0.088 $ 0.063 $ 0.025 28.4% Water Heating: $ 0.130 $ 0.084 $ 0.046 35.1% Lighting: $ 0.087 $ 0.087 $ Appliances $ 0.331 $ 0.368 $ -0.036 -10.9% Photovoltaics $ -0.000 $ -0.000 $ Total: $ 1.159 $ 0.736 $ 0.423 36.5% Normalized Design Loads (Btuh /sf shell area /DD) Heating: 0.0024 0.0005 0.0019 79.5% Cooling: 0.0295 0.0115 0.0180 61.0% Normalization Factors Floor Area: 3096 3096 Shell Area: 5597 5597 Heating Degree Days (B65): 6179 6179 Cooling Degree Days (B74): 202 202 a Duct loss exceeds 50% of equipment capacity. Verify duct and equipment sizing inputs. REM /Rate - Residential Energy Analysis and Rating Software v13.0 This information does not constitute any warranty of energy cost or savings. © 1985 -2012 Architectural Energy Corporation, Boulder, Colorado. QUICK ANALYSIS REPORT Date: November 14, 2012 Rating No.: 12 -187 Building Name: Artisan Cottage Rating Org.: Center for EcoTechnology Owner's Name: Wright Builders Phone No.: Property: Lot 1 - finished bsmnt Rater's Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: 8272678 Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Confirmed File Name: 12 -187 Lot 1 92 Olander- Cottage- Beechwood -(c Rating Date: 11/14/12 Codes Programs IECC 2012 Performance: Fails EPA ENERGY STAR 2.0 Passes IECC 2009 Performance: Passes EPA ENERGY STAR 2.5 Passes IECC 2006 Performance: Passes EPA ENERGY STAR 3.0 I i : ND IECC 2004 Performance: Passes Tax Credit J Passes IECC 2003 Performance: Passes HERS Index 11 IECC 2001 Performance: Passes IECC 2000 Performance: Passes IECC 1998 Performance: Passes ECC of NY Performance: Fails ECC of NV Performance: Passes MEC 1995 Performance: Passes MEC 1993 Performance: Passes MEC 1992 Performance: Passes ASHRAE 90.2 Performance: Passes REM /Rate - Residential Energy Analysis and Rating Software v13.0 This information does not constitute any warranty of energy cost or savings. © 1985-2012 Architectural Energy Corporation, Boulder, Colorado. AIR LEAKAGE REPORT Date: November 14, 2012 Rating No.: 12 -187 Building Name: Artisan Cottage Rating Org.: Center for EcoTechnology Owner's Name: Wright Builders Phone No.: Property: Lot 1 - finished bsmnt Rater's Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: 8272678 Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Confirmed File Name: 12 -187 Lot 1 92 Olander- Cottage- Beechwood -(c Rating Date: 11/14/12 • Blower door test Whole House Infiltration Heating Cooling Natural ACH: 0.10 0.07_ ACH @ 50 Pascals: 1.62 1.62 CFM @ 25 Pascals: 432 432 CFM @ 50 Pascals: 678 678 Eft. Leakage Area: [ sq.in] 37.2 37.2 Specific Leakage Area: 0.00008 0.00008 ELA/100 sf shell: [sq.in] 0.67 0.67 Duct Leakage Leakage to Outside Units CFM @ 25 Pascals: 0 CFM25 / CFMfan: 0.0000 CFM25 / CFA: 0.0000 CFM per Std 152: N/A CFM per Std 152 / CFA: N/A CFM @ 50 Pascals: 0 Eff. Leakage Area: [ sq.in] 0.00 Thermal Efficiency: N/A Total Duct Leakage Units CFM25 /CFA Total Duct Leakage: 0.0455 Ventilation Mechanical: Balanced Sensible Recovery Eff. ( %): 70.0 Total Recovery Eff. ( %): 77.0 Rate (cfm): 68 Hours /Day: 24.0 Fan Watts: 102.0 Cooling Ventilation: Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 - 2010 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings, a minimum of 68 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 137 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM /Rate - Residential Energy Analysis and Rating Software v13.0 This information does not constitute any warranty of energy cost or savings. © 1985 -2012 Architectural Energy Corporation, Boulder, Colorado. r RECEIVED r D Wright Builders, Inc. � � L � J�� L 1 Jp � 48 Bates Street Northampton, Ma 01060 I 1 5 2012 1 Date 11/16/2012 'Job No. 12 -301 Attention: (413) 586 -8287 ; ecf.ONS Re: M,01060 Fax (413) 587 -9276 - Beechwood, Village Hill - Lot 1 92 Olander Drive To: Louis Hasbrouck / Chuck Miller Northampton, MA 01060 Northampton Bldg Dept We are Sending You Attached Under Separate Cover via The Following Items: Shop Drawings Prints Plans P Samples Specifications Copy of Letter Change Order Copies Date No. Description 1 11/14/12 Air Leakage Report 1 11/14/12 Quick Analysis Report 1 11/14/12 Performance Factors Report 1 11/14/12 2009 IECC Certificate - Original Posted on the Elec Panel on 11/16/12 These are Transmitted as checked below: _ For approval P Approved as submitted P Resubmit copies for approval �� For your use r . Approved as noted r ... Submit copies for distribution As Requested P Returned for corrections Return corrected prints For review and comment r . FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau The Commonwealth of Massachusetts 1 ?£ City of Northampton % Certificate of Occupancy In accordance with 780 CMR, Section 120.0 (The Eight Edition of the Massachusetts State Building Code with 2009 IECC) this Certificate of Occupancy is issued to the premise or structure or part thereof as herein identified. Identify Name of Building of Space Within, Building Owner, or Permit Holder I Certificate No. Issued to Wright Builders BP-2012-1023 Identify property address including street number, name, city or town and county Located at 92 Olander Drive Northampton, Hampshire, Massachusetts • Use Group Classification(s) Single Family Residential 5B - R3 This Certificate of Occupancy is hereby issued by the undersigned to certify that the premise, structure or portion thereof as herein specified has been inspected for general fire and life safety features. This certificate shall allow for the use as herein described and in conformance with any and all conditions as identified below. It shall be posted in a conspicuous place within the space as directed by the undersigned. Failure to post the certificate, failure to comply with conditions or, tampering with the contents of the certificate is strictly prohibited. Conditions of Use Single Family Home - Safety and Structural Systems must be maintained. Name of Municipal Date of Final Map /Plot: Building Official Charles Miller Inspection 11/16/12 Signature of Municipal / Date of 31C-07 3 Building Official Issuance 11/16/12 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL BP- 2012 -1023 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c - 037 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New. Single Family House BUILDING PERMIT Permit # BP- 2012 -1023 Project # JS- 2012- 001763 Est. Cost: $266354.00 Fee: $ 860.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 8412.00 Owner: HOSPITAL HILL DEVELOPMENT LLC C/O MASSDEVELOPMENT Zoning: PV Applicant: WRIGHT BUILDERS AT: 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON: 6/14/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT SFH W /ATT GARAGE /PORCH 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: g a Q ( 41 i ' A Rough: e/ 7 4 }` ' House # Foundation: { G Driveway Final: Final:/ Final: j �'w 3 J) l /1Rough Frame: gIT/ /6 Gas: F' a Department Fireplace /Chimney: Rough: (C �1 d J ,/\Oil: Insulation: j Final: ,!/ tV Smoke: Final: d . < / / / o� 4kP1' THIS PERMIT MAY BE • " 4 . 0 11" E / TY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES ► ,i /! / e: OM �/I'L/ Certificate of Occu. a . i� _ • lure: IX" . FeeType: Date Paid: Amount: Building 6/14/2012 0:00:00 $860.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck— Building Commissioner b. All corners must be appropriately attached to the foundation. 12. 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 13. 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 14. 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 15. 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 3/4" from the top of the threshold and only in- swinging doors. 780 CMR R311.3 16. 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 '4" 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. 780 CMR R311.7. 17. 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. 18. 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, in bearing walls if more than 50% of a plate is cut or notched a 1%2" 16ga. strap must extend a minimum of 6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom. Notches are different. 19. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 20. Dryer duct maximum equivalent length is 25' including the transition section or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 21. Concealed dryer ducts are required to have a label within 6' of the dryer connection stating the equivalent length and risk of fire. See CMR 780 M1502.4.5 22. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 23. 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 24. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302. 25. Ignition barriers in place before final. 780 CMR R316. 26. 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. Energy information including mechanical equipment posted on the electric panel. d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Building Option Package. City of Northampton r Massachusetts ' DEPARTMENT OF BUILDING INSPECTIONS �, 2 12 Main Street • Municipal Building Northampton, MA 01060 ill' \ 1"�" INSPECTOR Wright Builders, Inc. June 14, 2012 48 Bates Street Northampton, MA 01060 Subject Location /Project: 92 Olander Drive / SFH Map Block: 31C - 037 Mr. Buzzell The following items are code requirements which need to be addressed as part of this project: 1. HVAC work requires a sheet metal permit. The heating system sized in the initial HERS rating is too large. Heating equipment information is required. 2. Two windows at the bottom of the main stair require tempering. 3. Two anchor bolts are required per sill plate section. 4. All non - prescriptive materials require stamped drawings. 5. Air barriers before tubs or showers go against exterior walls. 6. All point loads must continue to foundation bearing points. As of August 4 2011 the 8 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 a substitute for purchasing and reading the MA codes. 780CMR 2009 IRC with MA amendments. 1. Structures shall conform to 780 CMR 8 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. 5. Foundation anchor bolts must be 1/2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 6. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties, must be in the lower 1/3` of the rafter, and may require up sizing of rafters and increased nailing. Example with a 4" slope 8 -16nd common are required at each connection. 780 CMR R802.3.1. When there is not one of these two a structural ridge is required with a load path to the foundation. 7. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 113` 780 CMR R802.3.1 8. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 9. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 10. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 11. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780 CMR 602.10. a. Gay a cornerr S and large corner window /door layout may require special solutions. 34 Final i z i n • the I n sta I I at ion (for qu alified installers only) Ember P lacement Place a layer of embers along the edges of the burner to achieve an aesthetic appearance. Also place an ember over the screw on the right side of the burner (see photos below). , 0',.. _!--,.-- -4--7.:-.:te-',..r 4 -AZZ4 '''-',...0 a� a� -4 _ d # ? r � '., '� ^z .6 q Rockwool Installation The included roc woo is placed on top of the burner to enhance the glow from the burner. The rock woo wor best when it is applie i a very thin, porous laver. The best method for a the rock wool is to brush it on to the burner. Compress a clump of roc betwee ill n your thu and forefinger. Use a stiff brush to apply a thin layer of rockwool fibers onto the burner. Do not use the entire bag of rockwool. Use only a sm amount and save the remainder. Over -use of rockwool w diminish the 'low and may cause sootin. or other adverse conditions. ma iii ' 3 "' ". :- ''''- ‘ — ----------_-.: - ,,, -, ' ,., :s...:_-:;:-A ,,,k,,.,47., ,.. „,,,, ,-, i , © Travis Industries 4091026 100 - 01238_000 Fnali zin • the Installation (for qualified installers only) 33 Left Twig Placement The left twig is the shorter twig(see photo below). The bottom of the twi has two h olese the twig so the pins on the rear and left log insert into the holes on the twig. �CSt .h F' r� '' Left Twig F ro �,- q �� Right Twig r ..r N &g +R £, "a fr $�: : Q ' t^' f r a h x as ' , `� N ;14° � : ¢ a s � , ,c x '" '; _ � . ' `� � �. a . � yr w "� �, ' i .'t, Y ,.-,� i`�S' ..g , e. ...- 'A"' E� 1 1 £ Right Twig Placement The ). The lower side twig has two ho les in the bottom that fit over the pin on the back and right ( photos below of the twig r ests on the right log. Place the twig as shown below. "s o'er s. � 'yam log 6 see Paz .0 - -,z-,-,--,.4 te " .. a x 4 r ' 3 , :,ia � j Z. '<-,� d aM _ F $ w,ei - x ',', ,. ;" .031 _ !'� d �<3 k w 4: _ e y,�^ x.3 d '' t3 Y C © Travis Industries 4091026 100 - 01238_000 32 Finaliz • the In stallation (for qualified installersoniy) Left L Place ment The left log has one ho and one elevate pad on the bottom. Place the log so the pin on the burner inserts into the holes on the log and the pad inserts over the screw on the burner (see photos below). q _ a , � �- - - .. a te .. ''..-.:1;,7.":.,..c,...-,-."-; ... : L ' .. ' ' � ,. i+ '£' te" '` ... , _ vaM^ ,t.0 t ' "�a w„ f - • F' � kit .AFB.. "'___ . ......... ... y .. Ri Log Place ■ The right log has two holes on the bottom. Place the log so the two pins on the burner insert into the holes on the log (see photos below). ° e �, .- ,. 4 _ r a �" t�° s€ try d . `. a . 4 X } = c = - x3 ''' _ �. k o f s z1 " e 4 0. fi d £ v< d $." zr `1f t " ` ?' SP .R c .... . a © Travis Industries 4091026 100 - 01238 000 t Fi nal i z i n • the Installat (for qualified installers only 31 Log Installation ! The logs are fragile, especially after being exposed to heat. • Make sure the gas control valve is "OFF" and the heater is cool prior to conducting service. • Failure to p osition the part s in accordance with these diagrams or failure to use arts specifically approved with this appliance may result in property damage or personal in jury. • If using propane (LP), convert the appliance before installing the logs (see page 45). • The burner must be c positioned before installing the logs. Make sure the burner is fully seated and the pilot is properl aligned. See pag 45 for details on burner removal. Rear Log Placement The rear log has two holes on the bottom. Place the log so the pins on the burner insert into the holes on the log (see photos below). *" om. t -- ,.. i - - - ° - - 5 41":1;* '-''' ,;-:;',..- , 441).i. :Oitstt* k-4,-;.;-.,m,. , or*r _,) ' w pie �`� :.:7; m # en ` x ,• - a s + � • a s A © Travis Industries 4091026 1 00 - 01238_000 30 Final • the Installation (for qualified installers only) Glass Frame Removal and Installation (continued) The latch can come loose from glass frame anchor This occurs when it is turned 1/4 turn when it is disengaged. Follow the directions below to re- install the latch if it becomes loose. Hold the latch at an angle and insert it into the slot on the glass frame anchor. J Latch NOTE: this slot may be at a y different angle than illustrated. f 1v Glass Frame Anchor Note how the washer on the latch fits behind the flange on the glass frame anchor. i��r� ..� Once fully inserted, turn the latch until it is upright. r ir © Travis Industries 4091026 100-01238_000 Final i z i n • the Installation (for qualified installers only) 29 Face and Glass Removal I Make sure the gas control valve is "OFF" and the heater is cool prior to conducting service. .4(1 O Open the two latches holding the glass frame in O N4riiii place - foll ow the directions shown below 1- Lift the stove flue cover and stove top off the stove and place it aside. n 4 .. — ..,, .1 o . . \ b �� Latch `� ii 1; tk A3 : 4 j G lass I 0 ',,,,, 11•1,41.,..i _„--;;... ,‘ Remove the stove front by lifting it up then forward. Place it aside. NOTE: The metal tabs on the stove �I► front slide over the tabs on the side castings. ® Lift the glass frame slightly, swing the top forward, then lift I' the glass frame to disengage it from the bottom guides. Catch Il / (on glass frame) I ~ i i 1 _te 1*- 4, iihk, 0 / 4 t r , N IP' t i Glass Frame ` � / N v., 1 .. 7,, 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 4091026 100 - 01238_000 28 Installation (for qualified installers only) 5. Install the logs (see page 31). 6. Replace the glass. 7. Start the heater. 8. Leak test all gas joints. 9. Check the air shutter following the directions below. Air Shutter Adjustment Let the heater burn for fifteen minutes (make sure the logs and glass are in place). The flames should be yellow with no sooting. Adjust the air shutter, if necessary, to achieve the correct looking flame. I I t ,01/1?Adic i IA 1 imp r■I II ii4114111t114, - - i I II. II li Correct Not Enough Air Too Much Air Flames should be blue at the If the flames are too tall or sooty on the If the flames are all blue and base, yellow- orange on the top. ends, open the air shutter. short, close the air shutter. 4 00' = 11 11 11 - -1 =11— 11 = =II II 11- e ' roi t®ior °i ti- V roil, ,�,, O � Front Burner Air Shutter Control J (RED) Left = Less Air 0 Right =More Air S the control cover down to Rear Burner Air Shutter Control access the air shutters. (GOLD) Left = Less Air Right = More Air 10. Turn the flame adjust knob to its highest position - the flames should not contact the top of the firebox. Check the flame on low position. The flames should burn off of each bumer hole. If the heater does not work correctly, contact your Travis dealer for a remedy. 11. Give this manual to the home owner for future reference and fully explain operation of this heater. © Travis Industries 4091026 100 - 01238 1 nstal lation (for qualified installers only) 27 Steps for Finalizing the Installation 1. Remove the glass (see page 29). NOTE: If using propane (LP) convert the appliance prior to installing the Togs. 2. 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. 3. Make sure the accent light bulb is in place. NOTE: Take care to not touch the bulb with your fingers — use a cloth or paper towel). 1 4.,... K • 4 . _ _ 1 1 -c 4. Install the four AA batteries (included in the owner's pack) into battery holder (see the illustration below). The AA batteries act as a power backup in case the household (AC) power goes out. Install the 9v battery (included in the owner's pack) into control panel light assembly (see the illustration below). 111 = 11 III I 11 —11 =11= 11 � a /I _ I ® ®, ®, ,, ao _. 41, 1i � AA f f 4 ./� Battery . ,,, --. 0 ,1 a,�h Holder . ; 4y c T 1 AA Battery Tray Swing the control "" ��� cover down to '�! I/ ' access the batteries. Battery Holder for Control Panel Lights © Travis Industries 4091026 100 - 01238 t ' 26 Installation (for qualified installers only) Interior Masonry Chimney Conversions (top vent configuration only) • 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' • See the chart on page22 for determining the correct restrictor position. NOTE: these restrictor positions are based upon lab tests. The ideal restrictor position may vary slightly. Interior Masonry Chimney The entire chimney system #991 High Wind must be air - tight. Make sure to I „ „-- --- Termination seal the flashing, clean -out, _ and thimble connection, and to Flashing (included in inspect the chimney. a 1 1 IC #934 Masonry ' Conversion Kit Make sure the coaxial pipe 1 $ 11 $v mai a 1" clearance to any i II d 1 combustible. The vent must be 1 I R. 1 '."; Hisn.r ep/ sealed air - tight. �$ snr°° a.i. t . H #990 90° Elbow ,® tu ' '/ ..� #711 Flex Liner (4" dia.) (or other UL 1777 Gas /1 Liner) Co -Axial Straight - _— Lengths 1 1 (included in #934 Masonry 1 Conversion Kit) l l a 1l Standard Masonry Fireplace The entire chimney system #991 High Wind must be air- tight. Seal the ,,/ Termination connector cover and inspect 11 the chimney. l �- Flashing (included in f m,,.. #934 Masonry 1P" Conversion Kit) 1 N ' S Ncp °6 M ew . Tvg i.: ..,..... #711 Flex Liner (4" dia.) '$g (or other UL 1777 Gas Liner) p Make sure the coaxial pipe - Ilia es maintains a 1" clearance to any Y } qe Connector (included in #934 combustible. The vent must be --° I I ® . 1 Masonry Conversion Kit) sealed air - tight. ®� ® 1 I secured and sealed to � S block -off plate. ■ f5fY es es AM II i I tSID PM DSOS MO MU ENSMINIMEMSCEISINSECOMMINklit © Travis Industries 4091026 100 -01238 000 Installation (for qualified installers only) 25 Class A Chimney Conversion Kit (top vent configuration only) 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 (see the section "Approved Vent Configurations" starting on page 16) allowable. Remember to set the restrictor position to the correct position (based upon the vertical rise height - see the chart on page 22). ! The conversion kit does not work on interior masonry chimneys. Chimney Conversion Kit A (# 931) Screw the Retro Retro Vertical Top Metalbestos 6" I.D. Vertical P Top to the q , (screw to chimney) • Security Chimneys 6" I.D. p Jackes -Evans 6" I.D. Hart & Cooley 6" I.D. Pro -Jet 6" I.D. t Chimney Conversion Kit B (# 932) Cut the Flex Pipe to Simpson Dura -Vent 6" I.D. plus 3 (76 mm) Air -Jet I.D. D. � Metal-Fab and 7 I.D. Amer. Me Amer. Metall 7" 6" & 7" I.D. Metalbestos 7" and 8" I.D. Jackes -Evans 7" and 8" I.D. Type A Chimney Hart & Cooley 7" and 8" I.D. Pro -Jet 7" and 8" I.D. Security Chimneys 8" I.D. 4" (102 mm Chimney Conversion Kit C (# 933) Aluminum lex Pipe - Simpson Dura -Vent 7" and 8" I.D. American Metals 8" I.D. Air -Jet 8" I.D. Retro Connector Metal -Fab 8" I.D. (screw to chimney \,„ American Metals 8" I.D. I I R Each Kit Contains: \ Retro Connector Screw the Retro Simpson Duravent Direct uonnector to the Retro Vertical Top Vent Pipe Sections Flex Pipe Additional Required Equipment: (use adjustable section) 4" Flex ( #711 or U.L. 1777) Termination ( #991) Co -Axial Sections 1 © Travis Industries 4091026 100 - 01238_000 24 Installation (for qualified installers only) Vent Termination Requirements (see illustration below) ! Venting terminals shall not be recessed into a wall or siding. A Minimum 9" (229mm) clearance from any door or window Roof B Minimum 12" (305mm) above any grade, veranda, porch, deck or balcony Surface C Minimum 12" (25mm) from outside corner walls NOTE: Clearance in accordance with local installation codes and the requirements Roof of the gas supplier. 279 Eaves ( ) 6" M D Minimum 12" (25mm) from inside corner walls (152mm) NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. E Minimum 11" (279mm) clearance below unventilated soffits or roof surfaces Minimum 18" (457mm) clearance below ventilated soffits Minimum 6" (152mm) clearance below roof eaves NOTE: Vinyl surfaces require 24" (610mm) NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. F Minimum 12" (305mm) 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" (1219mm) clearance from any adjacent building H Minimum 84" (2134mm) 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 9" (229mm) clearance to any nonmechanical air supply inlet to the building or the combustion air inlet to any other appliance. J Minimum 36" (914mm) clearance above any mechanical air supply inlet if within 10' (3M) horizontally K Minimum 36" (914mm) from the area above the meter /regulator (vent outlet) - this extends 15' (4.5M) above the regulator NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. L Minimum 36" (914mm) from the meter /regulator (vent outlet) NOTE: Clearance in accordance with local installation codes and the requirements of the gas supplier. M Minimum 12" (305mm) above the roof line (for vertical terminations) N Minimum 24" (610mm) horizontal clearance to any surface (such as an exterior wall) — for vertical terminations \E N �1 M E A G . d1 = A I 0 0 H F r I = I • ',� f3 -4111111111.1- NOTE: Measure clearances to the nearest edge of the exhaust hood. • Use the vinyl siding standoff 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 4091026 100 - 01238_000 Installation (for qualified installers only) 23 Top Vent Configuration with Horizontal Termination • Use 6 -5/8" Diameter Vent • Horizontal sections require a' /4" (6mm) rise every 12" (305mm) of travel. • A maximum of four (4) 45° or 90° elbows may be used. Of these elbows, only one (1) may be a horizontal elbow (see illustration). • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor positions. NOTE: Restrictor positions are based upon lab tests. The ideal restrictor position may vary slightly, especially when the termination is near a demarcation line. • Diffuser set to open (stock) position). • Do not install the intake damper plate or exhaust restrictor extender plates. E o o E C in co 4 c °' E acii w iv w w m a O r 0 N o u) I I I I I I I I I I I I I I I I I I I I I 1 I I 21' max (6.3m) _ .✓. ✓ .. ✓✓ n .✓ w ✓ 21 max (6.3m) ( ) a..nr nr .✓ ,✓4 yr ✓ .tr +� 20 feet 6m — .✓ =*, ✓*✓v‘r ^ a,' " i " ✓' ° ^ "✓ ✓ — 20 feet (6m) -,✓ ,r .✓ �✓ _ ✓ � =% ✓, � Eztiaust�le #5 .� '�✓ °�'�` - � ,,,^�✓,�,,; n."✓�"",r.�.:r Intake Restrictor Position #6 *,"`,✓,.>, � - �� - i / F -�. " . + e /'"�. ePah.F` 15 feet (4.5m) — 1t 1l , — 5 feet (4.5m) i 1 Exhaust R P os i tion #4 , — Intake Restrictor Position #4 1 10 feet (3m) — - 4 ! - — 0 feet ( ) ''"1 1 t 3m i \ ', \ \`,..',,,,,,,,„.\\ \ Intake R e e stnct or Position n d1 ` — � �- Intake Restrictor Position #3 V A — 5 feet (1.5m)— � °A , \ ` \\ \® — 5 feet (1.5m) Min. 2' (0.61m) Rise Required — — _I - 0 feet_ r 1 0 feet 1 I 1 I I 1 I I I I I I I I I I I I I I I I I I °7 E E E E E a) to co lf) co r) o v n 4) N f d w d 0 N E in r V N Horizontal Elbow Horizontal elbows are elbows placed between Oi I. two horizontal sections of pipe. One 45° or 90° horizontal elbow is allowed for this configuration. . © Travis Industries 4091026 100- 01238_000 22 I ns talla tion (for qualified installers only) Top Vent Configuration with Vertical Termination • Use 6 -5/8" Diameter Vent m • Hor izontal sections require a' /4 " (6mm) rise every 12" (305 lbows, on ) of travel. • A m of four (4) 45° or 90 elbows may be used. Of these ely one (1) may be a horizontal elbow (see illustration). • The termination must fall within the shaded area shown in the chart. Use the indicated rerictor posit NOTE: Restrictor positions are based upon lab tests. The ideal restrictor position st may vary slightly, especially when the termination is near a demarcation line. • Diffuser set to open (s tock) po sition. • Install the in take da mper plate. • Install the exhaust restrictor extender plate. 'E' N E E a N n li 111111IIII11 a0'r (12m) — =40' mex (12m) 35 feet (10 5 ) —35 feet (105m) ? F i 30 feet (9m) — ' E1'11-,7%.,,...-,;--:::::•- ar Pe � t #85 30 feet (9m) lull - 25feet (75m) H —25 f ee t (75m) — 20 fee[ (6m) — !I_. —20 feet (6m) Ekhauslees ,Poston X3 IOake Hesl,Kler P k4 15 feet (4.Sm) — l —15 feet (4.5m) — i _ \ ' _ EA.leese.m 77 10 feet (3m)— �- ° � >��U = - -v– �� "' —mreet (3m) 5 feet (1.S 1 m)— — 5 feet (1.5m) �l_._ . I, — 0feet— 'I I I o I I I ' I I I I I I I I I I I II I 0 eet v E v n N 0 N E Horizo Elbow Al_0 Horizontal elbows ire elbows placed be tween V PIW • two horizon sections of pipe. One 45° or 90° horizontal elbow is allowed for this configuration. © Travis Industries 4091026 100- 01 iw Installation (for qualified installers only) 21 Rear Vent Configuration Vented into Fireplace with Co- Linear Adapter • Attach the Co- Linear adapter directly to the back of the stove. Use two (2) 3" flex vents to vent the appliance through a code - conforming masonry or metal (zc) fireplace. All clearances to combustibles must be met and the flex vent must be vented through a non - combustible fireplace chimney. • Use a high -wind termination cap. • Vent height must be a minimum 10' and maximum 25'. • Diffuser must be set to closed ( #2) position. • Intake and exhaust restrictor must be set to the #1 (stock) position. • Do not install the intake damper plate or exhaust restrictor extender plates. #991 High Wind � Termination I � ' � MI r— Flashing and Adapter im log mom 1 N�9.: 1 SS S �Nc GFm ; am aim _ RBI . :EN 3" (77mm) Dia. Flex Line Min. 18" ;..Kr . F Uii 4. + 1 R �'. ®' .. Co -Ax to Co- L Adapter li 4 0 Afix VI I '04 St r im9 inell Silin Wiligr NW CIIMINIMINMININECODECIMPURIMIECI © Travis Industries 4091026 100 -01238 000 20 Installat (for qualified installers only) Rear Vent Configurations with Vertical Termination • Use 6 -5/8" Diameter Vent • Horizontal sections require a /4 (6mm) rise every 12" (305mm) of travel. • A maximum of three (3) elbows may be used (e.g.: one 90° and two 45° or three 90 °). • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor positions. NOTE: Restrictor positions are based upon lab tests. The ideal restrictor position may vary slightly, especially when the termination is near a demarcation line. • Diffuser set to open (stock) position). • Install the intake damper plate. • Install the exhaust restrictor extender plate. E d m o E io II II 31' max (9.3m) — - —31' max (9.3m) 30 feet (9m) — ° —30 feet (9m) 25 feet (7.5m) — ' _ ; —25 feet (7.5m) - 1 — Exhaust Restrictor Position #5 _ Intake Restrictor Position #6 20 feet (6m) — - ` —20 feet (6m) — .: \ \* — - , iili — r; — 15 feet (4.5m) — ~ —15 feet (4.5m) �-, Exhaust Restrictor Position #3 IC .. Intake Restrictor Position #4 — •261. \ jl( 10 feet (3m) — —10 feet (3m) 5 feet (1.5m) — — 5 feet (1.5m) �1INNINI11 — I — oll1► _ 0 feet- r n 0 feet I III a E 0 E io © Travis Industries 4091026 100 - 01238 Installation (for qualified installers only) 19 Rear Vent Configurations with Horizontal Termination and 1' Min. Rise • Use 6 -5/8" Diameter Vent • Horizontal sections require a %" (6mm) rise every 12" (305mm) of travel. • Maximum of one (1) 45° or 90° horizontal elbow may be used (see illustration). • The termination must fall within the shaded area shown in the chart. Use the indicated restrictor positions. NOTE: Restrictor positions are based upon lab tests. The ideal restrictor position may vary slightly, especially when the termination is near a demarcation line. • Diffuser set to open (stock) position). • Do not install the intake damper plate or exhaust restrictor extender plates. E -E - co M V CO .- N N N N N E 0 N o L) —O .- N N IIIIIIIIIIIIIIIIIIIIIIIII 12 feet max (3.6m) — —12 feet max (3.6m) ®1 Ex haust R estrictor Position #5 it � Intake Restrictor Position #6 . 4 V — 10feet (3m) — - -\,;::':::::;',,,:,,,,:., `�`` " ` —10 feet (3m) ✓ — Restrictor Position #4 i'% — Exhaust Intake Restrlctor Position #5 '�:: — 5 feet (1.5m) — 1 / / — 5 feet (1.5m) — i// / / -� — =g pl Exhaust Restrictor Position #3 — Intake Restrictor Position #3 — _ 1111i� Min. 1' (03m) Vertical Section Required — 0 feet IIIIIIIIIIIIIIIIIIIIIIIII — 0 feet di d 0 Horizontal Elbow Horizontal elbows are elbows placed between 1 A` 1 two horizontal sections of pipe. One 45° or 90° horizontal elbow is allowed for this configuration. . © Travis Industries 4091026 100 -01238 000 18 Installation (for qualified installers only) Rear Vent Configurations with Horizontal Termination and No Rise • Use 8" Diameter Vent with a 6 -5/8" to 8" adapter (increaser). We recommend using the minimum vent kit from Travis Industries (SKU 96200311). This kit contains the following components used to vent the stove through a typical exterior wall: -- 6 -5/8" to 8" Adapter (Black) - - Thimble - - Thimble Cover (Black) -- Pipe (3.9 ") -- High -Wind Horizontal Cap • Place the 6 -5/8" to 8" adapter directly onto stove (see illustration below). • Maximum Horizontal Run of 4'. • Horizontal sections require a' /4" (6mm) rise every 12" (305mm) of travel. • Maximum of one (1) 45° elbow may be used between horizontal sections. • Diffuser must be set to closed ( #2) position. • Intake and exhaust restrictor must be set to the #1 (stock) position. • Do not install the intake damper plate or exhaust restrictor extender plates. Max. 4' (1.2M) High Wind Horizontal Cap Required (58DVA -HC) Typical 8 -1/2" (216mm) 4 4 1 744 1 Min. 12" (305mm) J 1 1 Je X )( ; y x Grade 6 -5/8" to 8" Adapter Thimble w Cover © Travis Industries 4091026 100 - 01238_000 Installation (for qualified installers only) 17 Exhaust Restrictor NOTE: Refer to the vent configuration (pages 18 to 23) to determine the correct restrictor position. Fireb Roof I Sack kvaq or" \\ Loosen these two screws `° on the exhaust restrictor. Slide the restrictor to the correct 1!r 1 restrictor position (see the illustration below). The screw location indicates �'.. restrictor position. In this example, the l / �` restrictor is set in position # 3. Tighten ( the screws to secure the restrictor. '• pre-,-;-- r : - # 4 'f //s, # 2�\ (f' (open - stock position) # 1 / Exhaust Restrictor Extender Plate NOTE: Refer to the vent configuration (pages 18 to 23) to determine if the extender must be installed. Remove these two screws on the exhaust restrictor. Fre 1 ,... i b ox Roo \ n @• ■ E t ./ $i Back %norpjrobox , .... j / 0 0 r .„ Exhaust Restrictor Extender Plate (found in the owner's pack) p Use the screws to attach 4 the extender to the ■ Am exhaust restrictor. Diffuser NOTE: Refer to the vent configuration (pages 18 to 23) to determine if the diffuser must be adjusted. • The diffuser is best accessed while converting the appliance to rear vent (see page 10). The diffuser is found on the inner flue assembly w ® d the round portion of the (see Top to Rear Vent Configuration for details). diffuser so it is bent (position # 2). DIFFUSER SIDE VIEW Bottom of inner 1 p 1 1 Before (Stock - Position # 1) flue assembly CL2,3d d „, After (Position # 2) Remove the Replace the °/ d iffuser. diffuser. © Travis Industries 4091026 100 - 01238_000 16 Installation (for qualified installers only) Approved Vent Configurations Overview This appliance has several components used to control the flow of intake air and exhaust gases. Depending upon vent configuration, you may be required to adjust the intake restrictor, exhaust restrictor, diffuser and /or install the intake dampers and extender plate. Refer to the vent configuration (pages 18 to 23) to determine the correct restrictor, damper, extender, and diffuser settings. Intake Restrictor NOTE: Refer to the vent configuration (pages 18 to 23) to determine the correct restrictor pos Adjustment Plate Pivot Point Rotate the adjustment \ F r plate to change the O l� 1 � restrictor position. O - ...I'i'"" 04 �� Index Holes le = o z l ® el® O CD"- - Screw I ®1 ‘1161 1 ® ®I NOTE: ® I ®1 019 1® Position #1 is the fully open position To Adjust the Restrictor: 1 Determine a restrictor position (see the charts under "Approved Vent Configurations ") *� �•; 2 Remove the screw. 44444 .4 3 Rotate the adjustment plate counter - clockwise until the correct index hole is over the screw hole. 4 Insert the screw into the correct index hole and tighten. 44444 - 4 5 Use touch -up paint to conceal any exposed steel near the restrictor. O This restrictor is in O Position #5. O 0 @o 0 Intake Damper Plates NOTE: Refer to the vent configuration (pages 18 to 23) to determine if these plates must be installed. • Two intake damper plates are included in the owner's pack. They are installed behind the burner in certain vent configurations. See page 45 for details on removing the burner. Remove the four screws above Attach the damper plates to the back wall of / the air inlets inside the firebox. / the firebox with the screws removed earlier. '" r 4,,,,.._ ,i,1 40_, S,_ . �'�. 1 ''f'J a e \ �1 \ r �� -... Intake Damper Plates (2) ballb, 1,,,r � 11 (found in the owner pack) ti © Travis Industries 4091026 100 - 01238_000 Installation (for qualified installers only) 155 Vent Requirements • 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 its own separate vent system. • In addition to the requirements listed here, follow the requirements provided with the vent. • 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 required. When the vent passes through the roof, a roof flashing and storm collar are required. Follow the instructions provided with the vent for installing these items. NOTE: Wall thimbles may have different dimensions than what is required by this heater. • The vent must maintain the required 1" clearance to combustible materials to prevent a fire. Do not fill air spaces with insulation. Vertical Termination U Altitude NOTE: always use the "high - wlrtd Versioh (if applicable) - - - - y II Considerations Vertical Vent ` I/ Requirements Use a roof flashing and storm collar • Failure to adjust the air shutter w henever passing through the roof properly ombus may which can improper Use a firestop hene, er combustion which can create a passing throu a celYing safety hazard. Consult your dealer or installer if you suspect an improperly adjusted air shutter. aln a m inimum 25m f " ) cleara f rom vent to �n combustible • This heater has been tested at Use a support box altitudes ranging from sea level on exposed vent \ to 6,000 feet (1,800 M). In this testing we have found that the heater, with its standard orifice, Use a thimble when Horizontal Vent passing through a wall Requirements burns correctly with just an air shutter adjustment. �`. MMinimum Approved Caps F imb l e or wall thimble • Always use the high-wind cap ralntaln a minmum 1"(25m y g p clearance from i vent to 0ny m polnbustlble. 00 Horizontal Termination (the sconce cap is not approved for this stove). Approved Vent • Use Simpson Dura -Vent Direct -Vent Pro (or GS)`. " Other vent may be approved with this stove. Check with the vent manufacturer for details. • Vent Diameter is determined by vent configuration. Rear vent configurations with no rise use 8" (203mm) diameter vent, all other vent configurations use 6 -5/8" (168mm). See Approved Vent Configurations on page 16 for details. • Installation instructions for Simpson Dura -Vent may be found at www.duravent.com Vent Installation r • 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. • High temperature sealant is recommended at the appliance starter section connection (use high - temperature silicone or Mill- Pac0). • If disassembly is required, at time of re- assembly check to see if the vent creates a tight fit. If it 111•• 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 4091026 100 - 01238 4 Installat (for qualified installers only) Gas Line Installation ! The gas line must be installed in accordance with all local codes, if any; if not, follow current ANSI Z223.1 or NFPA 54 in the USA and the current CGA B149 in Canada. ! The heater and gas control valve must be disconnected from the gas supply piping during any pressure testing of that system at test pressures 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. • 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. • The location of the gas inlet is shown below • 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 248CMR. • This stove is shipped with a 16" long, 3/8" diameter flex gas line attached to an elbow on the gas control valve (see illustration below for location). The flex accepts a 3/8" flare fitting. x- 11= 4 / 10 0 — 11 11 =__ ,� q (`e(\\\ 7 t G 178mm I 4 �� 5 -3/4" 1' 159mm 146mm I sui 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 pressure. Standard Input Pressure Natural Gas 7" W.C. (1.74 Kpa) Propane 13" W.C. (3.23 Kpa) © Travis Industries 4091026 100 - 01238_000 Installation (for qualified installers only) 13 Optional Wall Switch or Thermostat Installation A Do not connect 110 -120 VAC to the gas control valve or wiring system of this stove. The switch must be installed by a qualified installer. This stove may be installed with an optional wall switch or thermostat. The thermostat (or on /off switch) wires will interrupt the burner circuit (see item "a" below). 1. If you wish to bypass the switch, connect the thermostat (on /off switch) wires directly to the green and white wires (see "b" below). 2. If you wish keep the switch (series) — re -align the wires as shown in item "c" below. NOTE: The on /off switch must be in the "ON" position for the thermostat (or on /off switch) to operate. 0 Burner Circuit Wires it ? POWER SUPPLY c, m _w Re J m Black LL —Gree 11 Red - a... White 1 o � ;= Red O Black --.- _ m 4,4, 0 . 91 1'14)/45 Aa COMFORT BATTERY MAIN CONTROL TRAY BURNER ® Bypass 0 Series Thermostat or ONOff Switch Thermostat or O —Green (i — Green < .Y On/Off Switch I F _White • to © Travis Industries 4091026 100 - 01238_000 12 Installation (for qualified installers only) Heater Placement Requirements • Heater must be installed on a level surface capable of supporting the heater and vent • Due to the high temperature, the heater 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 38 -1/8" (968mm) tall - The alcove must not be more than 24" (610mm) deep before the ceiling returns to 7' (2134mm) - The alcove must be at least 28 -1/4" (718mm) 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. Please 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 Make sure these rubber tipped carpeting, vinyl or other combustible material bolts on each leg contact the floor other than wood flooring or a high pressure (they dampen any noise that may laminate wood floor, the stove must be installed transmit through the hearth). Do on a metal or wood protection panel extending not adjust with weight on the legs, the full width and depth of the heater (Minimum 21 -1/4" wide by 16" deep). the rubber tips may tear. Electrical Requirements • Plug the stove into a grounded receptacle supplying a minimum 1.5 amps (120 Volts, 60 Hz, 180 watts). © Travis Industries 4091026 100 - 01238_000 installation (for qualified installers only) 1 1 Top to Rear Vent Modification (continued) t t Install the inner flue assembly and exhaust cover ' plate. Make sure the • attached gaskets are in place and form an air -tight ° seal. NOTE: Install the flue assembly with the diffuser to the bottom. Install the outer flue assembly, cover plate, and gaskets. Make sure the gaskets are correctly positioned and form an air- tight seal. The flue cover with a cutout may be discarded. Use the flue cover designed for rear vent applications. 1(.1 IL =11-_ © Travis Industries 4091026 100 - 01238_000 10 Installation (for qualified installers only) Top to Rear Vent Modification NOTE: If using the rear vent configuration, make sure to review vent configuration before proceeding. Remove the cast iron stove top and flue cover to access the vent components (see page 29) NOTE: Use a magnetic- tipped t t nutdriver on these screws - take Remove the outer flue care to prevent the screws from assembly, cover plate, and falling into the intake channel. gaskets. Place the screws o and components aside (for W ° all subsequent steps). ; I) / 1111 ---„ t +';/ Inner Flue ( Assembly Remove the inner flue assembly and exhaust cover plate. /`I; Exhaust Cover Plate ADJUSTING THE DIFFUSER ON THE INNER FLUE ASSEMBLY Rear vent configurations with no rise require the w diffuser to be bent to the # 2 position. It is easiest Bend the round portion of the to adjust this component with the inner flue diffuser so it is bent (position # 2). removed. See the directions below. DIFFUSER SIDE VIEW Bottom of inner ®p flue assembly Before (Stock - Position # 1) 1:- 6 ® o After (Position # 2) ° �°u Remove the d1 Replace the i - diffuser. oi' diffuser. © Travis Industries 4091026 100 - 01238_000 11Sta f C'1. ti 1'1 (for qual • i nstallers only) 9 8 Installation Hints: • Recommended Optional Equipment Installation Order: -- GreenSmart Remote -- Blower -- LP Conversion and other optional equipment • 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 burning 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 NOTE: If using the rear vent configuration, you will require approximately 8 -1/2" to the rear of the stove for the vent adapter and thimble. See page 18 for details. Straight Installations Corner Installations With this clearance the top vent is centered 8" (203mm) from the With this clearance, the vent is back wall, 14 -1/4" (362mm) from centered 10 -1/4" (260mm) the side wall. from the wall. 3 -1/2" Min. 89mm 1" Min. n -IL-- 25mm .•-•" .411 n n .n it ° , 5 Min. 0 127mm � .: �'Zii �� (See note above ■ , regarding rear vent configurations) �� 45° 1 1 "-/%4 0, t , 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 or CSA C22.1). © Travis Industries 4091026 100 - 01238 8 Installation (for qualified installers only) Packing List Additional Items Required • Propane Conversion Kit • Vent (see "Venting Requirements" for details) • Log Set • Gas Line Equipment (shutoff valve, pipe, etc.) • Touch -Up Paint • Batteries (4 AA and 1 9v) • Rear Vent Flue Cover • Intake Damper Plates (2) • Exhaust Restrictor Extender Plate Installation Overview ._ r- *- 1._-- pp r r i / , I I See See "Vent "Clearances" Requirements" ; ...Lip f — -/ g .- _ix _. ,,_ See "Gas Line ;► , ,.r Installation" i 1. r - :oseto4 , i I ' .. r i i, 0 , Niree- - I See "Floor Protection Requirements" © Travis Industries 4091026 100 - 01238_000 Installation (for qualified installers only) 7 A 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, in U.S.A. follow ANSI Z223.1 and NFPA 54(88), in Canada follow B -149. ! In Manufactured or Mobile Homes must conform with: In USA, Manufactured Home Construction and Safety Standard, Title 24 CFR, Part 3280; In Canada, CSA Z240.4 and Gas- Equipped Recreational Vehicles and Mobile Housing. 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). I All exhaust gases must be vented outside the structure of the living -area. Combustion air is drawn from outside the living -area structure. ! Notify your insurance company before hooking 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. Switch Box Installation The switch box is shipped detached on this stove. Attach it following the directions below. i < Ifili10 4:40 ;>1 11 ,.. 411.1..4 ''t:1•.° . ti k i .0, . 4\ a I 1 I .---,,,,,,-,,,,,„,,,,,,,,,. 1 1 Y]... 4 li 0 v , i o ro ro do- x r ) ro ro ''''''' ' O 1 t40 NY a) Loosen the three screws used to secure the switch box. b) Loosen the three screws holding the wire cover. Remove the wire cover and place it aside. c) Slide the switch box into place and secure with the three screws. d) Slide the wire cover into place, making sure it does not pinch any wires. Secure with the three screws. © Travis Industries 4091026 100 - 01238 6 Specifications Features: Installation Options: - Ember Fyre Burner for "Wood Fire" Look Freestanding Stove - Works During Power Outages (battery backup 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 Corner Placement - Variable -Rate Heat Output - Bedroom Approved - Accent Light Heating Specifications: Approximate Heating Capacity (in square feet)* 500 - 850 with Blower, 500 to 650 Without Maximum Input (in BTU's) 22,000 • Heating capacity will vary depending on the home's floor plan, degree of insulation, and the outside temperature. Dimensions & Weight: The flue collar protrudes 3 -7/8" (98mm) behind the stove top 16 �� 21 -1/4" 292 The flue collar protrudes 1 -3/8" 406mm � � - 540mm (35mm) above the stove top 1 4 -3/8" f 21 -1/4 " 365mm I 540mm —n ' -u — u n 1� �� n . a n= ®, , =n i� -ii= 673mm � , ,.....„,,,N..., r _,...._ , _.,.,,,,_ 44,1411,.. \ ir NOTE: . N ky Measure side, corner, and back Weight 130 Lbs. (59 Kg) clearances from the stove top. Electrical Specifications (including optional blower) Electrical Rating 120 Volts, 1.5 Amps, 60 Hz (180 watt) 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 of the gas control valve will verify the correct fuel. © Travis Industries 4091026 100 - 01238 ENERGY STAR VERSION 2.5 HOME VERIFICATION SUMMARY Date: April 16, 2012 Rating No.: Property: Lot 1 - finished bsmnt Rating Qrg.: Center for EcoTechnology Northampton, MA 01060 Raters Name: Josy Raycroft Builder's Name: Wright builders, inc. Raters ID: Building Name: Artisan Cottage Rating Date: 2/8/12 Building Information Ratings Conditioned Area (sq ft): 3136 HERS Index: 46 Conditioned Volume (cubic ft): 34134 HERS Index w/o PV: 46 Insulated Shell Area (sq ft): 5516 HERS Index Target (SAF Adjusted): 65 Number of Bedrooms: 4 HERS Index of Reference Design Home: 67 Housing Type: Single- family detached Size Adjustment Factor: 0.97 Foundation Type: Conditioned basement Building Shell Ceiling w /Attic: R60,CE16 ",4 -24 U =0.016 Window /Wall Ratio: 0.14 Vaulted Ceiling: R41,LDF,12 - 16,C U =0.028 Window Type: U:0.22, SHGC:0.23 Above Grade Walls: R35,LDF 8 ",2hdf inl ** U =0.027 Window U- Value: 0.220 Found. Walls (Cond): Superior 2 "rigd +R21f R =31.0 Window SHGC: 0.230 Found. Walls (Uncond): None Infiltration: Htg: 2.50 Clg: 2.50 ACHSO Frame Floors: None Duct Leakage to Outside: 30.00 CFM @ 25 Pascals Slab Floors: R10edge,R15under U =0.037 Total Duct Leakage: 40.00 CFM @ 25 Pascals Mechanical Systems Heating: Fuel -fired air distribution, 58.0 kBtuh, 96.7 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 14.5 SEER. Water Heating: Instant water heater, Gas, 0.83 EF. Programmable Thermostat: Heat =Yes; Cool =Yes • Ventilation System: Balanced: ERV, 69 cfm, 45.0 watts. Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV <= HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. REM /Rate - Residential Energy Analysis and Rating Software v12.96 This information does not constitute any warranty of energy cost or savings. © 1985 -2011 Architectural Energy Corporation, Boulder, Colorado. r Building Elements Type U -Value Area ir Joist band /attic 0.041 15.0 • Joist band /garage 0.041 12.5 Joist rim /garage 0.041 16.0 Windows and Doors Window U:0.22, SHGC:0.23 0.220 41.4 Window U:0.26, SHGC:0.25 0.260 30.0 Window Dbl /LoE /Arg - Vinyl 0.330 4.0 Window U:0.22, SHGC:0.23 0.220 39.7 Window U:0.22, SHGC:0.23 0.220 7.4 Window U:0.22, SHGC:0.23 0.220 22.1 Window Dbl /LoE /Arg - Vinyl 0.330 8.0 Window U:0.22, SHGC:0.23 0.220 61.5 Window U:0.22, SHGC:0.23 0.220 14.0 Window Double /LoE - Vinyl 0.360 9.0 Door R7 steel insul 0.126 16.0 Door R5 steel insul*** 0.168 12,0 Door R8 steel insul*** 0.108 20.0 Door . R8 steel insul*** 0.108 20.0 Basement Walls Wall Superior 2 "rigd +R21f 0.033 1007.0 Wall Superior 2 "rigd +R21f 0.033 128.0 REM /Rate - Residential Energy Analysis and Rating Software v12.96 © 1985 -2011 Architectural Energy Corporation, Boulder, Colorado. r 2009 IECC OVERALL BUILDING UA COMPLIANCE Date: April 16, 2012 Rating No.: Building Name: Artisan Cottage Rating Org.: Center for EcoTechnology Owner's Name: Wright Builders Phone No.: Property: Lot 1 - finished bsmnt Raters Name: Josy Raycroft Address: Northampton, MA 01060 Raters No.: Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Projected Rating File Name: Lot 1 - Artisan Cottage- Beechwood - (cond - bsmnt) Rating Date: 2/8/12 Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 39.3 30.6 Skylights: 7.2 4.0 Above -Grade Walls: 91.5 46.8 Windows and Doors: 106.8 64.3 Basement Walls: 74.8 37.7 Overall UA (Design must be equal or lower): 319.6 183.5 Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.236 Skylight U- Factor Check (Section 402.5) Skylight U- Factor (Design must be equal or lower): 0.750 0.330 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 42.6 %. Building Elements Type , U -Value Area Ceilings Roof R60,CE16 ",4 -24 0.016 552.0 Roof R40 attic hatch 0.024 6.0 Roof R41,LDF,12 -16,C 0.028 753.0 Skylights Skylight Dbl /LoE /Arg - Vinyl 0.330 12.0 Above -Grade Walls Wall R35,LDF 8 ",2hdf inl ** 0.027 1162.9 Wall R35,LDF 8 ",2hdf inl ** 0.027 145.5 Wall R35,LDF 8 ",2hdf inl ** 0.027 65.0 Joist rim /amb 0.041 129.5 .Joist band /amb 0.041 59.5 REM /Rate - Residential Energy Analysis and Rating Software v12.96 This information does not constitute any warranty of energy cost or savings. © 1985 -2011 Architectural Energy Corporation, Boulder, Colorado. f + y �tlll. .1[E� Duct System Summary Job: Beechwood Cottage ti Date: May 09, 2072 I 1 VAC. Entire House By: I Powers Air Email: powersair @comcast.net Project Information For: Wright Bauer Dym Heating Cooling External static pressure 0.01 in H2O 0.01 in H2O Pressure losses 0.03 in H2O 0.03 in H2O Available static pressure 0.0 in H2O 0.0 in H2O Supply / return available pressure -0.02 / 0.00 in H2O -0.02 / 0.00 in H2O Lowest friction rate -0.01 in /100ft -0.01 in /100ft Actual air flow 1100 cfm 1100 cfm Total effective length (TEL) 348 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk laundry c 686 45 52 -0.01 0 8x 0 ShMt 59.0 235.0 kitchen c 2335 102 175 -0.01 0 8x 0 ShMt 59.0 235.0 dining c 1643 75 123 -0.01 0 8x 0 ShMt 59.0 235.0 entry h 1163 100 87 -0.01 0 8x 0 ShMt 59.0 235.0 family c 2207 98 166 -0.01 0 8x 0 ShMt 59.0 235.0 m bed h 942 79 71 -0.01 0 8x 0 ShMt 59.0 235.0 mbath h 123 24 9 -0.01 0 8x 0 ShMt 59.0 235.0 bed 2 h 586 94 44 -0.01 0 8x 0 ShMt 59.0 235.0 hall /storage h 145 36 11 -0.01 0 8x 0 ShMt 59.0 235.0 bed 3 h 753 82 57 -0.01 0 8x 0 ShMt 59.0 235.0 loft h 1528 116 115 -0.01 0 8x 0 ShMt 59.0 235.0 bath 2nd h 102 11 8 -0.01 0 8x 0 ShMt 59.0 235.0 Cellar h 2431 239 183 -0.01 0 8x 0 ShMt 59.0 235.0 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud /Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1100 1100 54.0 -0.01 0 0 8x 0 ShMt Bold /italic values have been manually overridden t - wr i g ht o ft. Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:29 / ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 AIM • Level 3 134 cfm Cella! Job #: Beechwood Cottage Powers Air Scale: 1 : 92 Performed for: Wright Bauer Dym Page 3 Right-Suite® Universal 7.1.23 RSU10010 2012- May -09 12:43:25 powersair @comcast.net ...fight Beechwood Cottage Bauer.... • Level 2 1 hall /storage 1 51 cfm 20 cfm 63 cfm loft bed 2 bath 2nc 4 cfm bed 3 49 cfm Job #: Beechwood Cottage Scale: 1 : 92 Performed for: Powers Air Wright Bauer Dym Page 2 Right- Suite® Universal 7.1.23 RSU10010 2012- May -09 12:43:25 powersair @comcast.net ...ight Beechwood Cottage Bauer.... Level 1 laundry irc mmml r 0 --- 29 cfm 101 cfm kitchen dining 71 fm mbatf 11 cfm AMP entry 57 cfm 96 cfm 44 cfm family m bec r- _ J • Job #: Beechwood Cottage Powers Air Scale: 1 : 92 Performed for: Wright Bauer Dym Page 1 Right-Suite® Universal 7.1.23 RSU10010 2012- May -09 12:43:25 powersair @comcast.net ...ight Beechwood Cottage Bauer.... ''' ( 1.: .,11:. Right -J® Worksheet Job: Beechwood Cottage I i 1 T ; 1 Entire House Date: May 09, 2012 I I �' By: Powers Air Email: powersair @comcast.net 1 Room name bath 2nd Cellar 2 Exposed wall 0 ft 104.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 10.0 ft 20.0 x 26.0 ft 5 Room area 100.0 ft' 520.0 f t' i 1 i 1 1 Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh /ft' - °F) I (Btuh /ft') I or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat I Cool I Gross N /P /S Heat I Cool I Gross N /P /S I Heat I Cool 6 VV 15E19 -0w -8 0.073 n 3.09 0.05 0 0 0 0 288 288 937 19 G 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19 -Ow -8 0.073 e 2.97 0.03 0 0 0 0 180 180 585 12 11 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 w 15E19 -0w -8 0.073 s 2.98 0.02 0 0 0 0 288 268 830 7 � -G 4A5 -2ov 0.470 s 34.31 10.91 0 0 0 0 20 13 686 218 f D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 15E19 -0w -8 0.073 w 3.19 0.06 0 0 0 0 180 180 585 12 D 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 100 100 161 104 520 520 835 543 F 21A -32t 0.020 - 1.46 0.00 100 100 146 0 520 520 759 0 6 c) AED excursion -6 -36 Envelope loss /gain 307 99 5218 776 12 a) Infiltration 0 0 1183 225 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances /other 0 900 Subtotal (lines 6 to 13) 307 99 6401 2361 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 307 99 6401 2361 15 Duct loads 3% 3% 9 3 3% 3% 192 71 Total room load 1 1 1 3161 1021 1 1 2431 Air required (cfm) 11 8 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrJ Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 ..w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 7 Pi . :';', 1 1::; 's II; Right -J® Worksheet Job: Beechwood Cottage I 1 i r Entire House Date: May 09, 2012 ! r By: Powers Air Email: powersair @comcast.net 1 Room name bed 3 loft 2 Exposed wall 26.0 ft 38.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 12.0 x 18.0 ft 12.0 x 14.0 ft 5 Room area 216.0 ft' 168.0 ft' i i 1 1 i Ty Construction U -value Or HTM Area ft' Load Area ft' Load ( y ( ) ( ) number (Btuh /f t' - °F) (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool ( Gross N /P /S ( Heat Cool Gross I N /P /S -I Heat Cool 6 15E19 -0w -8 0.073 n 3.09 0.05 0 0 0 0 108 108 351 7 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 . W 15E19 -0w -8 0.073 e 2.97 0.03 36 36 117 2 198 162 452 0 11 -G 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 36 0 1235 956 15E19 -0w -8 0.073 s 2.98 0.02 171 155 471 2 27 27 88 2 4A5 -2ov 0.470 s 34.31 10.91 16 10 549 175 0 0 0 0 D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 I I 15E19 -0w -8 0.073 w 3.19 0.06 27 27 88 2 9 9 29 1 D 11P0 0.290 w 21.17 6.96 0 0 0 0 . 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 216 216 347 226 168 168 270 176 F 21A -32t 0.020 - 1.46 0.00 216 216 315 0 168 168 245 0 6 c) AED excursion 39 260 Envelope loss /gain 1887 445 2671 1401 12 a) Infiltration 296 56 432 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances /other 0 0 Subtotal (lines 6 to 13) 2183 731 3103 1483 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2183 731 3103 1483 15 Duct loads 3% 3% 65 22 3% 3% 93 45 Total room load I I 22481 7531 I I 31961 15281 Air required (cfm) 82 57 116 115 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. � wy-solhotlocort Rig ht -Su ite® U niv ersal 7.1 .23 R SU 10010 2012- May -09 12:42:27 ACt--^ ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup, Calc = MJ8 Orientation = N Page 6 t ,i `'`' I I' .,,ip Right -J® Worksheet Job: Beechwood Cottage I i i f l Entire House Date: May 09, 2012 I l' ; By: Powers Air Email: powersair @comcast.net 1 Room name bed 2 hall /storage 2 Exposed wall 44.0 ft 16.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 12.0 x 20.0 ft 10.0 x 10.0 ft 5 Room area 240.0 ft' 100.0 ft' i i 1 1 Ty Construction U -value Or HTM I Area (ft') Load Area (ft') Load number (Btuh /ft' - °F) (Btuh /ft') or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool I Gross 1 I N /P /S Heat I Cool Gross N /P /S Heat I Cool 6 15E19 -0w -8 0.073 n 3.09 0.05 108 108 351 7 90 90 293 6 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 VI 15E19 -0w -8 0.073 e 2.97 0.03 0 0 0 0 18 18 59 1 11 -G 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 15E19 -Ow -8 0.073 s 2.98 0.02 108 108 351 7 0 0 0 0 4A5 -2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 D 11PO 0.290 s 21.17 6.96 0 0 0 0 0 0, 0 0 I I 15E19 -Ow -8 0.073 w 3.19 0.06 180 180 585 12 36 36 117 2 D 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 240 240 385 251 100 100 161 104 F 21A -32t 0.020 - 1.46 0.00 240 240 350 0 100 100 146 0 6 c) AED excursion -33 -8 Envelope loss/gain 2024 244 775 106 12 a) Infiltration 500 95 182 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants © 230 1 230 0 0 Appliances /other 0 0 Subtotal (lines 6 to 13) 2524 569 957 140 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2524 569 957 140 15 Duct loads 3% 3% 76 17 3% 3% 29 4 Total room load I ( 1 26001 5861 1 I 9861 1451 Air required (cfm) 94 44 36 11 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 4 -4 wrtphtartalt' Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 ...w \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Cale = MJ8 Orientation = N Page 5 H `,' 1 l,: '\ I I Right -J® Worksheet Job: Beechwood Cottage r Entire House Date: May 09, 2012 '' ;` By: Powers Air Email: powersair @comcast.net 1 Room name m bed mbath 2 Exposed wall 27.0 ft 8.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 16.0 ft 10.0 x 10.0 ft 5 Room area 176.0 ft' 100.0 ft' i 1 i 1 1 1 T Construction U -value Or HTM Area ft' Load Area ft' Load y number (Bt uh /ft' - °F) (Btuh /ft') I or perimeter (ft) 1 I (Btuh) or perimeter (ft) (Btuh) Heat Cool I Gross 1 N /P /S Heat Cool Gross ( N /P /S ( Heat Cool 1 6 15E19 -0w -8 0.073 n 3.09 0.05 0 0 0 0 0 0 0 0 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 vy 15E19 -0w -8 0.073 e 2.97 0.03 0 0 0 0 0 0 0 0 11 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 Vy 15E19 -0w -8 0.073 s 2.98 0.02 99 83 237 0 9 9 29 1 ! G 4A5 -2ov 0.470 s 34.31 10.91 16 10 549 175 0 0 0 0 D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 V>,/ 15E19 -0w -8 0.073 w 3.19 0.06 144 144 468 9 63 63 205 4 L -p 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 176 176 283 184 100 100 161 104 F 21A-32t 0.020 - 1.46 0.00 176 176 257 0 100 100 146 0 6 c) AED excursion 28 -7 Envelope loss /gain 1794 396 541 102 12 a) Infiltration 307 58 91 17 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 2101 915 632 120 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2101 915 632 120 15 Duct loads 3% 3% 63 27 3% 3% 19 4 Total room load I 1 1 2164 9421 1 1 651 1 1231 Air required (cfm) 79 71 24 9 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A$� s-yh wytscsft Right - Suite® Universal 7.1.23RSU10010 2012-May-09 12:42:27 04C ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 4 '' ,, 1 I.-: t ii.; Right -J® Worksheet Job: Beechwood Cottage I i I �` _ ,,{{ ;`1 Entire House Date: May 09, 2012 I By: Powers Air Email: powersair @comcast.net 1 Room name entry family 2 Exposed wall 24.0 ft 19.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 14.0 ft 13.0 x 20.0 ft 5 Room area 140.0 ft' 260.0 f t' Ty Construction U -value Or HTM Area ft' Load Area ft' Load y number (Btuh /ft' - °F) I (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat I Cool I Gross I N /P /S ( Heat I Cool I Gross I N /P /S ( Heat Cool 6 ■)/ 15E19 -0w -8 0.073 n 3.09 0.05 0 0 0 0 0 0 0 0 `! G 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19 -0w -8 0.073 e 2.97 0.03 126 102 282 0 54 42 112 0 11 4A5 -2ov 0.470 e 34.31 26.55 24 0 823 637 12 0 412 319 W 15E19 -0w -8 0.073 s 2.98 0.02 90 61 138 0 117 93 253 0 F-G 4A5 -2ov 0.470 s 34.31 10.91 8 5 274 87 24 15 823 262 I D 11P0 0.290 s 21.17 6.96 21 21 445 146 0 0 0 0 W 15E19 -0w -8 0.073 w 3.19 0.06 0 0 0 0 0 0 0 0 I D 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 140 140 225 146 260 260 418 272 F 21A -32t 0.020 - 1.46 0.00 140 140 204 0 260 260 380 0 6 c) AED excursion 61 -111 Envelope loss /gain 2392 1077 2397 741 12 a) Infiltration 273 52 216 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances /other 0 900 Subtotal (lines 6 to 13) 2665 1129 2613 2143 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2665 1129 2613 2143 15 Duct loads 3% 3% 80 34 3% 3% 78 64 Total room load I I I 27451 11631 I I 26911 2207 Air required (cfm) 100 87 98 166 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. AC 44► wrI I t*mart • Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 ...w \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 3 -, :v , ,ip Right -J® Worksheet Job: Beechwood Cottage I r`1 . Entire House Date: May 09, 2012 { y By: Powers Air Email: powersair @comcast.net 1 Room name kitchen dining 2 Exposed wall 20.0 ft 21.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 18.0 x 12.0 ft 10.0 x 11.1 ft 5 Room area 216.0 ft' 110.8 ft' i 1 1 1 1 r Ty Construction U -value Or 1 HTM 1 Area (ft') Load I Area (ft') Load I number (Btuh /ft' - ° F (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat 1 Cool I Gross I N /P /S Heat 1 Cool Gross N /P /S I Heat I Cool 6 V)I 15E19 -Ow -8 0.073 n 3.09 0.05 144 103 250 0 90 78 229 0 I �G 4A5 -2ov 0.470 n 34.31 8.88 20 0 686 178 12 0 412 107 D 11P0 0.290 n 21.17 6.96 21 21 445 146 0 0 0 0 W 15E19 -0w -8 0.073 e 2.97 0.03 0 0 0 0 99 83 237 0 11 G 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 16 0 549 425 15E19 -Ow -8 0.073 s 2.98 0.02 0 0 0 0 0 0 0 0 4A5 -2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 f D 11P0 0.290- s 21.17 6.96 0 0 0 0 0 0 0 0 Vt 15E19 -Ow -8 0.073 w 3.19 0.06 36 15 5 0 0 0 0 0 -D 11P0 0.290 _ w 21.17 6.96 21 21 445 146 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 216 216 347 226 110 110 177 115 F 21A -32t 0.020 - 1.46 0.00 216 216 315 0 110 110 161 0 • 6 c) AED excursion -132 -17 Envelope loss /gain 2493 564 1763 629 12 a) Infiltration 227 43 239 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 4 920 Appliances /other 1200 0 Subtotal (lines 6 to 13) 2720 2267 2002 i 1595 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2720 2267 2002 1595 15 Duct loads 3% 3% 82 68 3% 3% 60 48 Total room load I ( 28021 23351 1 I 20621 1643 Air required (cfm) 102 1751 75 123 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. we - MOhet* COIrt Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 AC ...w \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 2 r 'l :',VI )``. 4II: Right -J® Worksheet Job: Beechwood Cottage Ii 11 T1 `1 Entire House Date: May 09, 2012 I l' By: Powers Air Email: powersair @comcast.net 1 Room name Entire House laundry 2 Exposed wall 364.0 ft 17.0 ft 3 Ceiling height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 9.0 x 6.0 ft 5 Room area 2400.8 ft' 54.0 ft' Ty Construction U -value Or HTM 1 Area (ft') Load Area (ft') Load number (Btuh /ft' - °F) (Btuh /ft') or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) I I I Heat Cool I Gross N /P /S 1 Heat Cool I Gross ( N /P /S Heat I Cool 1 6 15E19 -Ow -8 0.073 n 3.09 0.05 909 844 2610 39 81 69 200 0 4A5 -2ov 0.470 n 34.31 8.88 44 0 1510 391 12 0 412 107 D 11P0 0.290 n 21.17 6.96 21 21 445 146 0 0 0 0 15E19 -0w -8 0.073 e 2.97 0.03 729 641 1902 17 18 18 59 1 11 4A5 -2ov 0.470 e 34.31 26.55 88 0 3019 2336 0 0 0 0 15E19 -0w -8 0.073 s 2.98 0.02 909 804 2397 18 0 0 0 0 4A5 -2ov 0.470 s 34.31 10.91 84 108 2882 916 0 0 0 0 D 11P0 0.290 s 21.17 6.96 21 21 445 146 0 0 0 0 l i 15E19 -Ow -8 0.073 w 3.19 0.06 729 708 2259 46 54 54 176 4 D 11P0 0.290 w 21.17 6.96 21 21 445 146 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 2400 2400 3854 2508 54 54 87 56 F 21A -32t 0.020 - 1.46 0.00 2400 2400 3504 0 54 54 79 0 6 c) AED excursion 0 -39 Envelope loss /gain 25272 6709 1011 129 12 a) Infiltration 4139 788 193 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 14 3220 0 0 Appliances /other 3500 500 Subtotal (lines 6 to 13) 29411 14217 1204 666 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29411 14217 1204 666 15 Duct loads 3% 3% 882 427 3% 3% 36 20 Total room load I I 302931 146441 I 12401 6861 Air required (cfm) 1100 1100 45 52 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w.-I Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 AC ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 I'(iV 1 • is ti \IR AED Assessment Job: Beechwood Cottage Date: May 09, 2012 J A C. Powers Air By: Email: powersair @comcast.net Project Information For: Wright Bauer Dym Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature ( °F) 68 75 Elevation: 190 ft Design TD ( °F) 73 12 Latitude: 42 °N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 47.9 24.1 Drybulb ( °F) - 87 Infiltration: Daily range ( °F) - 19 ( M ) Wet bulb (°F) - 71 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Gla Load woo-- - 5am-t- 4'11 4,O d z53o-: N Q. C I 8 9 10 11 12 13 14 15 16 17 18 19 2) Hour of Day • / Hourly Average ! AED limit Maximum hourly glazing Toad exceeds average by 24.1 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh Bold /italic values have been manually overridden r .} -1* wright:ott' Right - Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 AC ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 I't OA E. i<S \I R Project Summary Job: Beechwood Cottage 1 Date: May 09, 2012 Entire V'T dAt.c Powers House By: Email: powersair @comcast.net Pro'ect Information For: Wright Bauer Dym Notes: Desi • n Information Weather: Springfield Westover AFB, MA, US Winter Design Conditions Summer Design Conditions Outside db -5 °F Outside db 87 °F Inside db 68 °F Inside db 75 °F Design TD 73 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 24 gr /Ib Heating Summa Sensible Cooling Equipment Load Sizing Structure 29411 Btuh Structure 14217 Btuh Ducts 882 Btuh Ducts 427 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30293 Btuh Use manufacturer's data n Rate /swing multiplier 0.92 Infiltration Equipment sensible load 13472 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3778 Btuh Ducts 65 Btuh eating Cooling Central vent (0 cfm) 0 Btuh Area (ft 2401 2401 Equipment latent load 3843 Btuh Volume (ft 3201 3201 Air changes /hour 0.48 0.06 Equipment total load 17315 Btuh Equiv. AVF (cfm) 52 60 Req. total capacity at 0.50 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 96 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.036 cfm /Btuh Air flow factor 0.075 cfm /Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.79 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. '�- - fie - wrightsaft` Right - Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 ...w \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N - Page 1 E l ' I v i i ' I '; \ I R Component Constructions Job: Beechwood Cottage Date: May 09, 2012 Entire House By: V , C. Powers Air Email: powersair @comcast.net Pro'ect Information For: Wright Bauer Dym Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature ( °F) 68 75 Elevation: 190 ft Design TD ( °F) 73 12 Latitude: 42 °N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 47.9 24.1 Drybulb ( °F) -5 87 Infiltration: Daily range ( °F) - 19 ( M ) Method Simplified Wet bulb ( °F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft-°F ft'- °F /Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 15E19 -Ow -8: Bg wall, heavy dry or light damp soil, r -19 core, 2 "x6" n 844 0.041 19.0 3.09 2610 0.05 39 metal int frm, plywood, wood framing wall, r -19 cav ins, 6" thk, 1/2" e 641 0.041 19.0 2.97 1902 0.03 17 gypsum board int fnsh s 804 0.041 19.0 2.98 2397 0.02 18 w 708 0.041 19.0 3.19 2259 0.06 46 all 2997 0.041 19.0 3.06 9169 0.04 119 Partitions (none) Windows 4A5 -2ov: 2 glazing, clr low -e outr, argon gas, vnl frm mat, clr innr, 1/2" n 44 0.470 0 34.3 1510 8.88 391 gap, 1/4" thk; 50% drapes, medium; 50% outdoor insect screen; 1.6 ft e 88 0.470 0 34.3 3019 26.5 2336 overhang (4 ft window ht, 1.6 ft sep.) s 84 0.470 0 34.3 2882 10.9 916 all 216 0.470 0 34.3 7411 16.9 3644 Doors 11 PO: Door, mtl pur core type n 21 0.290 10.5 21.2 445 6.96 146 s 21 0.290 10.5 21.2 445 6.96 146 w 21 0.290 10.5 21.2 445 6.96 146 all 63 0.290 10.5 21.2 1334 6.96 438 Ceilings 16B -44ad: Attic ceiling, asphalt shingles roof mat, r -44 ceil ins, 1/2" 2400 0.022 44.0 1.61 3854 1.04 2508 gypsum board int fnsh Floors 21A -32t: Bg floor, heavy dry or light damp soil, tile flr fnsh 2400 0.020 0 1.46 3504 0 0 _ ' ` wrlghtsott" Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:27 /1 -A ...w \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 P ►\V! ' \FR Building Analysis Job: Beechwood Cottage g Y sis Date: May 09, 2012 1 I V A C Entire House By: Powers Air Email: powersair @comcast.net Pro'ect Information For: Wright Bauer Dym Desi • n Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature ( °F) 68 75 Elevation: 190 ft Design TD ( °F) 73 12 Latitude: 42 °N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.9 24.1 Dry bulb ( °F) -5 87 Infiltration: Daily range ( °F) - 19 ( M ) Method Simplified Wet bulb ( °F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Heatin • Component Btuh/ft Btuh % of load Ducts Walls 3.1 9169 30.3 Glazing 34.3 7411 24.5 was Doors 21.2 1334 4.4 Ceilings 1.6 3854 12.7 - Floors 1.5 3504 11.6 Infiltration 11.4 4139 13.7 Ducts 882 2.9 Piping 0 0 g= Humidification 0 0 Ventilation 0 0 .=,, °- Adjustments 0 Total 30293 100.0 Coolin • Component Btuh/ft Btuh % of load Other Walls 0.0 119 0.8 Glazing 16.9 3644 24.9 Gav 9 Doors 7.0 438 3.0 Ceilings 1.0 2508 17.1 Floors 0 0 0 Infiltration 2.2 788 5.4 Ducts 427 2.9 Ventilation 0 0 Internal gains 6720 45.9 Blower 0 0 Adjustments 0 Total 14644 100.0 Infiltration Ducts Latent Cooling Load = 3843 Btuh Overall U -value = 0.043 Btuh /ft - °F Data entries checked. Bold /italic values have been manually overridden �++:. -44.1- wri Right - Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:26 /1t,.L.R ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 • Entire House d 2401 30293 14644 1100 1100 Other equip loads 0 0 Equip. @ 0.92 RSM 13472 Latent cooling 3843 TOTALS I 2401 I 30293 I 17315 I 1100 I 1100 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A " , d" wr ghtsoft Right- Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:26 \ ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 2 1 ( )1t I Rti \[R, Load Short Form Job: Beechwood Cottage Date: May 09, 2012 I 1 `�l C Entire Powers Air By: Email: powersair @comcast.net Project Information For: Wright Bauer Dym Design Information Htg Clg Infiltration Outside db ( °F) -5 87 Method Simplified Inside db ( °F) 68 75 Construction quality Tight Design TD ( °F) 73 12 Fireplaces 1 (Average) Daily range - M Inside humidity ( %) 50 50 Moisture difference (gr /Ib) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 96 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.036 cfm /Btuh Air flow factor 0.075 cfm /Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft (Btuh) (Btuh) (cfm) (cfm) laundry 54 1240 686 45 52 kitchen 216 2802 2335 102 175 dining 111 2062 1643 75 123 entry 140 2745 1163 100 87 family 260 2691 2207 98 166 m bed 176 2164 942 79 71 mbath 100 651 123 24 9 bed 2 240 2600 586 94 44 hall /storage 100 986 145 36 11 bed 3 216 2248 753 82 57 loft 168 3196 1528 116 115 bath 2nd 100 316 102 11 8 Cellar 520 6593 2431 239 183 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. s� - . - wr i g tit sa f. Right - Suite® Universal 7.1.23 RSU10010 2012-May-09 12:42:26 / k. ...w \ Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 i ) t1 i is [ I� D H W Report Job: Beechwood Cottage Date: May 09, 2012 j Entire House By: 1 v AC' Powers Air Email, powersair @comcast.net Project Information For: Wright Bauer Dym OLA-f`b er-- Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0 -5 0 Clothes washer 6 -13 2 Additional use (gpd) 0 14 -59 2 Setpoint ( °F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Tank size (gal) 40 Trade name Energy factor 0.60 Model Input (MBtuh) 0.0 GAMA model ID 1st hour (gal) 60 Recovery eff. ( %) 77 +f1 wrightsOft` Right - Suite® Universal 7.1.23 RSU10010 • 2012-May-09 12:42:26 Al.. ..w\ \Documents \Wrightsoft HVAC \Wright Beechwood Cottage Bauer.rup Calc = MJ8 Orientation = N Page 1 • Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA - Q1204379 T1 GE GABLE 1 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:15:44 2012 Page 1 ID: e WSfuOGJ_ y4VUrIftOICtJzIallo- n33M ?PJcZDjp12a0400pvI BTh UcCM W OwMtwsROzJunD - 0 :19 -8 11 -0 -0 -_ -- I 22 -0 -0 X 22 - 1111111 q -8 0 -10 -8 11 -0 -0 11 -0 -0 0 -10 -8 4x4 =: Scale = 1:56.2 7 1 ADDITIONAL 10 PSF ADDED 1 � TO TCDL FOR OPTIONAL PV P 8 ] 1 NN 26 10.00 112 25 I I ' g 5 � \ 24 �� 27 \ u. t, 4 �,2 10 M'Q I T 5 q all, /, ! , 11 1 1 ...-1 3 . $T3 3 / 11 T2 S 2 \ NN`., // 1 T1 ` • ,, v � v 12 i 4 1 4 _ - - y . �9` I � ►A 1I3 3 x4 = 3x4 : 23 22 21 20 19 18 17 16 15 14 3x4_ 22-0-0 22 -0-0 Plate Offsets (X,Y): [2:0- 2- 1,0 -1- 8],[12:0- 2- 1,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 13 n/r 120 MT20 197/144 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.07 Vert(TL) 0.00 12 n/r 90 TCDL 20.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 12 n/a n/a BCLL 0.0 ` Code IRC2009/TPI2007 (Matrix) Weight: 115 Ib FT = 10% BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF No.2 10)' This truss has been designed fora live load of 20.0psf on the bottom chord in all BOT CHORD 2 X 4 SPF No.2 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. areas where a rectangle 3 -6 -0 tall by 1 -0 -0 wide will fit between the bottom chord and OTHERS 2 X 4 SPF Stud *Except* WEBS any other members, with BCDL = 10.0psf. ST5: 2 X 4 SPF No.2 6 -20 =- 346/97. 5 -21 =- 267/112, 3 -23 =- 316/150, 8 -18 =- 346/97, 11) All bearings are assumed to be SPF No.2 . BRACING 9 -16 =- 267/112, 11 -14 =- 316/150 12) Provide mechanical connection (by others) of truss to bearing plate capable of TOP CHORD withstanding 100 Ib uplift at joint(s) 12, 2, 20, 21, 22, 18, 16, 15 except (jt =lb) 23 =130, Structural wood sheathing directly applied or 6 -0 -0 oc purlins. NOTES (15) 14=129. BOT CHORD 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp B; 13) This truss is designed in accordance with the 2009 International Residential Code Rigid ceiling directly applied or 10 -0 -0 oc bracing. enclosed; MWFRS (low -rise) gable end zone and C -C Corner(3) - 0 -10 -8 to 2 -1 -8, sections R502.11.1 and R802.10.2 and referenced standard A ional 11. WEBS Exterior(2) 2 -1 -8 to 8 -0 -0, Corner(3) 8 -0 -0 to 11 -0 -0, Exterior(2) 14 -0 -0 to 19 -10 -8 zone; 14) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 1 Row at midpt 7 -19 cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions analysis and design of this truss. shown; Lumber DOL =1.33 plate grip DOL =1.33 15) All Plates 20 Gauge Unless Noted REACTIONS All bearings 22 -0-0. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to (Ib) - Max Horz wind (normal to the face), see MiTek "Standard Gable End Detail" LOAD CASE(S) 2= 268(LC 7) 3) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); Standard Max Uplift Category II; Exp B; Partially Exp.; Ct =1.1 All uplift 100 Ib or less at joint(s) 12, 2, 20, 21, 22, 18, 4) Unbalanced snow loads have been considered for this design. 16, 15 except 23=- 130(LC 8), 14=-129(LC 9) 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Max Gray flat roof load of 38.5 psf on overhangs non - concurrent with other live loads. All reactions 250 Ib or less at joint(s) except 12= 319(LC 1), 6) All plates are 1.5x4 MT20 unless otherwise indicated. 2= 319(LC 1), 19= 282(LC 1), 20= 463(LC 2), 21= 397(LC 2), 7) Gable requires continuous bottom chord bearing. 22= 273(LC 1), 23= 389(LC 2), 18= 463(LC 3), 16= 397(LC 3), 8) Gable studs spaced at 2 -0 -0 oc. 15= 273(LC 1), 14= 389(LC 3) 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA -, Q1204379 T1 COMMON TRUSS 12 1 • Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:15:57 2012 Page 1 19 ID: eWSfuOGJ_ y4VUrIftOICtJzIallo- uZLGkrTmVDMzo24WLd7tx2EVtjvrvPirLOa2OIzJunO 010 5 -5 -7 5-6-9 5-6-9 5 -5 - 7 0108 4x6 H Scale = 1:55.4 4 1 ADDITIONAL 10 PSF ADDED L 3 TO TCDL FOR OPTIONAL PV PANE N. N. N . N.N 14 10.0012 12 15 i 1.5x4 \\ 1.5x4 // 3 % 5 2 /, TI. ,/,/ / �\ // \\ 1.1\\ / / 10/// ‘� / \\1 �� 3 3 2 ' N 67 1 ° 4 x6 18 19 9 20 21 8 22 23 4x6 ° 4x4 = 6x6 = 1720#/ -1894 1720#/ -189# 8 -0-0 14 -0-0 22 -0 -0 8 -0 -0 6 -0 -0 8-0 -0 Plate Offsets (X,Y): [2:0- 0- 3,Edge], [6:0- 0- 3,Edge], [8:0- 3- 0,Edge] LOADING (psf) SPACING 2 - - CSI DEFL in (loc) 1 /deft Ltd PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 1.00 Vert(LL) -0.10 6-8 >999 240 MT20 197/144 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.67 Vert(TL) -0.29 6 -8 >888 180 TCDL 20.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 ` Code IRC2009/TPI2007 (Matrix) BCDL 10.0 Weight: 94 Ib FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with BOT CHORD 2 X 4 SPF No.2 TOP CHORD any other live loads. WEBS 2 X 4 SPF No.2 *Except* 2 - 10 = - 2083/198, 3 -10 =- 1919/216, 3 -11 =- 1777/255, 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all W1: 2 X 4 SPF Stud 11 -12 =- 1730/263, 12-13 = -1580/266, 4- 13=- 1545/282, areas where a rectangle 3 -6 -0 tall by 1 - - wide wit fit between the bottom chord and BRACING 4 -14 =- 1545/282, 14-15 = -1580/266, 15- 16=- 1730/263, any other members, with BCDL = 10.0psf. TOP CHORD 5 -16 =- 1777/255, 5 -17 =- 1919/216, 6 -17 =- 2083/198 7) All bearings are assumed to be SPF No.2 . Structural wood sheathing directly applied. BOT CHORD 8) Provide mechanical connection (by others) of truss to bearing plate capable of BOT CHORD 2- 18=- 138/1438, 18-19 = -138/1438, 9 -19 =- 138/1438, withstanding 100 Ib uplift at joint(s) except (jt =1b) 6 =189, 2 =189. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 9 -20 =- 27/962, 20 -21 =- 27/962, 8 -21 =- 27/962, 8 -22 =- 43/1438, 9) This truss is designed in accordance with the 2009 International Residential Code 22- 23= -43/1438, 6- 23= -43/1438 sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. REACTIONS (lb/size) WEBS 10) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the 6 = 1720/0 -5 -8 (min. 0 -2 -11) 4 -8 =- 128/785, 5- 8=- 568/213, 4 -9 =- 128/785, 3 -9 =- 568/213 analysis and design of this truss. 2 = 1720/0 -5 -8 (min. 0 -2 -11) 11) All Plates 20 Gauge Unless Noted Max Horz NOTES (11) 2 = 268(LC 7) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp B; LOAD CASE(S) Max Uplift . enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) - 0 -10 -8 to 2 -1 -8, Standard 6 = - 189(LC 9) Interior(1) 2 -1 -8 to 8 -0 -0, Exterior(2) 8 -0 -0 to 11 -0 -0, Interior(1) 14 -0 -0 to 19 -10 -8 zone; 2 = - 189(LC 8) cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); TOP CHORD Category II; Exp B; Partially Exp.; Ct =1.1 2- 10=- 2083/198, 3- 10=- 1919/216, 3 -11 =- 1777/255, 3) Unbalanced snow loads have been considered for this design. 11 -12 =- 1730/263, 12- 13=- 1580/266, 4 -13 =- 1545/282, 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times 4- 14=- 1545/282, 14 -15 =- 1580/266, 15- 16=- 1730/263, flat roof load of 38.5 psf on overhangs non - concurrent with other live loads. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 FG1 Floor Truss 1 1 , Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:16:02 2012 Page 1 I D:eW SfuOGJ_y4VUrIftOICtJzIallo -F W99nYXvKI_ GvpyU7Aj2e5xTtkdwahzaVgHp2zzJumx 0 -1 -8 H 1 -3 -0 1 0 - 10 -0 I Scale = 1:17.6 1.5x4 H 1.5x4 = 3x6 = 3x4 = 3x4 = 3x4 = 3x8 = 3x4 H 1 2 3 4 5 3x4= 6 1. 7 8 T1 i E MI ' � � / �% _ - . / - 1 B1 ; �\ -__- m-• • WS 15 14 13 12 11 10 3x6 = 3x6 = 3x4 = 1.5x4 H 1.5x4 H 3x4= 3x8 = 3x6 = 752#/0# 352#/ -87# I - -- 14 -1 -0 14 -1 -0 Plate Offsets (X,Y): [1:Edge,0- 0 -12], [4:0- 1- 8,Edge], [5:0- 1- 8,Edge], [17:0- 1- 8,0 -0 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.11 13 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.23 13 >729 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 53 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 2100F 1.8E 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as BOT CHORD 4 X 2 SPF 1650F 1.5E WEBS front (F) or back (B). WEBS 4 X 2 SPF No.2 7- 9= -400/357, 2 -16 =- 1280/0, 7- 10= 0/967, 2 -15 =0/841, 11) All Plates 20 Gauge Unless Noted BRACING 6 -10 =- 858/0, 3 -15 =- 743/0, 6- 11= 0/629, 3- 14= 0/304, TOP CHORD 5-11 =- 685/0, 4 -14 =- 288/160 LOAD CASE(S) Structural wood sheathing directly applied or 6 -0 -0 oc pudins, except end verticals. 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 BOT CHORD NOTES (11) Uniform Loads (plf) Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 1) Unbalanced floor live Toads have been considered for this design. Vert: 9- 16 = -20, 1 -8= -100 6 -0 -0 oc bracing: 9 -10. 2) All bearings are assumed to be SPF No.2 . Concentrated Loads (Ib) 3) Provide mechanical connection (by others) of truss to bearing plate capable of Vert: 18= 550(F = -50) REACTIONS (Ib /size) withstanding 100 Ib uplift at joint(s) 9. 2) 1st chase Floor: Lumber Increase =1.00, Plate Increase =1.00 16 = 752/0 -3 -8 (min. 0 -1 -8) 4) This truss is designed in accordance with the 2009 International Residential Code Uniform Loads (plf) 9 = 352/0 -3 -8 (min. 0 -1 -8) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Vert: 9- 16 = -20, 1 -5= -100, 5 -8 = -20 Max Uplift 5) Load case(s) 1, 2, 3 has/have been modified. Building designer must review loads to Concentrated Loads (Ib) 9 = -87(LC 2) verify that they are correct for the intended use of this truss. Vert: 18 =600 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 3) 2nd chase Floor: Lumber Increase =1.00, Plate Increase =1.00 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. analysis and design of this truss. Uniform Loads (p If) TOP CHORD 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each Vert: 9 - 16 = - 20, 1 4 - 8= - 100 2 -3 =- 1771/0, 3 -4=- 2587/0, 4 -5 =- 2722/0, 5- 6=- 2284/0, truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer Concentrated Loads (Ib) 6 -18 =- 1129/0, 7 -18 =- 1129/0 ends or restrained by other means. Vert 18 =600 BOT CHORD 8) CAUTION, Do not erect truss backwards. 15- 16= 0/1083, 14- 15= 0/2380, 13- 14= 0/2722, 12- 13= 0/2722, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support 11- 12= 0/2722,10 -11= 0/1832,9 -10 =- 302 /338 concentrated Ioad(s) 50 Ib down at 12-1-12, and 600 Ib up at 12 -1 -12 on top chord. WEBS The design /selection of such connection device(s) is the responsibility of others. 7- 9=- 400/357, 2 -16 =- 1280/0, 7- 10= 0/967, 2- 15= 0/841, Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q12O4379 F13 GABLE 1 1 , Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 S Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:16:06 2012 Page 1 I D:e W SfuOGJy4VUrIftOICtJzIallo -71 OgdwaPN_U iOQG FMOo_ox5DhL5cWYk9Q I FOBkzJumt 0 -1 -8 H-1 1 - 3 -0 -6 -0 I Scale =1:8.8 3x4 1 1.5x4 H 2 3 1.5x4 11 4 3x4 = 5 3x4 1 �— ,� __. -, 0 10 W1� WZ ,..--- ,..- WTI �W1 W1 4 . �. ONE • - ,, B 1.5x4 I 1 3x4 9". 8 7 h / 3x6 - 3x6 6-0-0 6-0-0 Plate Offsets (X,Y): [1:Edge,0- 0 -12], [2:0- 1- 8,Edge], [7:0- 1- 8,Edge], [10:0- 1- 8,0 -0 -8] LOADING (psf) 339#10# SPACING 2 - - CSI DEFL in (loc) 1 /defl L/d PLATES GRIP 345#/0# TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 6 -7 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.06 6 -7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 23 lb FT = 4%F, 10 % E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E 3) This truss is designed in accordance with the 2009 International Residential Code BOT CHORD 4 X 2 SPF 1650F 1.5E sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. WEBS 4 X 2 SPF No.2 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BRACING analysis and design of this truss. TOP CHORD 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer BOT CHORD ends or restrained by other means. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 6) CAUTION, Do not erect truss backwards. 7) All Plates 20 Gauge Unless Noted REACTIONS (lb/size) 9 = 339/0 - - (min. 0 -1 -8) LOAD CASE(S) 6 = 345/0 -3 -8 (min. 0-1-8) Standard FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or Tess except when shown. TOP CHORD 2- 3=- 524/0, 3-4= -524/0 BOT CHORD 8 -9= 0/524, 7- 8= 0/524, 6 -7 =0/413 WEBS 4- 6=- 490/0, 2- 9= -611/0 NOTES (7) 1) Unbalanced floor live Toads have been considered for this design. 2) All bearings are assumed to be SPF No.2 . Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA r Q1204379 F12A Floor Truss 1 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:16:09 2012 Page 1 I D:eW SfuOGJ_y4VUrIftOICtJzIa No- Yt4pFyclgvsG Fu_g28LhQajjpZ2rjsfc6FUho3zJumq 0 -1 -8 •] 1 -3 -0 I 1 - 0 -0 1 -8 -8 0 -1 8 - - - -- - Scale = 1:15.2 1.5x4 3x4 I I 4x4 3x4 = 1.5x4 H 1.5x4 H 3x4 4x4 = 1.5x4 = 1 2 3 4 5 6 7 8 - -- -- - c � ' �� - � " ' 150 _ y 13 12 1 1 3x4 10 v 4x4 = 3x4 = 4x4 — 3x6 = 3x6 = 717#/0# 711#10# 5 -1 -8 5 -11 -12 6 -10 -0 1 12 -2 -8 5 -1 -8 0 -10-4 + 0 -10-4 ' 5-4 -8 Plate Offsets (X,Y): [1:Edge,0 -1 -8], [11:0- 1- 8,Edge], [12:0- 1- 8,Edge], [15:0- 1- 8,0 -0 - 12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 • Vert(LL) -0.10 10 -11 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) - 0.17 10 -11 >843 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code IRC2009fTP12007 (Matrix) Weight: 46 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E NOTES (6) BOT CHORD 4 X 2 SPF 1650F 1.5E 1) Unbalanced Boor live Toads have been considered for this design. WEBS 4 X 2 SPF No.2 2) All bearings are assumed to be SPF No.2 . BRACING 3) This truss is designed in accordance with the 2009 International Residential Code TOP CHORD sections R502.11.1 and 14802.10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 6 -0 -0 oc pudins, except end verticals. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BOT CHORD analysis and design of this truss. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each REACTIONS (Ib /size) truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer 14 = 717/0 -3 -8 (min. 0 -1 -8) ends or restrained by other means. 9 = 711/0 -3 -8 (min. 0 -1 -8) 6) All Plates 20 Gauge Unless Noted FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. LOAD CASE(S) TOP CHORD Standard 2- 3=- 1640/0, 3-4 =- 2404/0, 4 -5 =- 2404/0, 5 -6 =- 2404/0, 6- 7=- 1645/0 BOT CHORD 13- 14= 0/1030, 12- 13= 0/2175, 11- 12= 0/2404, 10- 11= 0/2172, 9 -10= 0/1030 WEBS 2- 14=- 1221/0, 2- 13= 0/745, 3 -13 =- 652/0, 3- 12= 0/515, 7- 9=- 1218/0, 7- 10= 0/751, 6 -10 =- 643/0, 6 -11 =0/500 Job Truss Truss Type Qty PIY LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F12 Floor Truss 2 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:16:16 2012 Page 1 ID:eWSfuOGJ_y4VUrIftOICtJzIallo-rD?SjLih 121Haz 1 Ay6zKC2 WtRNR ?s ?4ejrgYY9zJumj 1-4 -0 1 -3 -0 I 0-11-0 1 -8 -8 0 Scale = 1:17.3 5-4-8 1.5x4 H 1.5x4 I 4x9 = 3x6 = 3x4 = 1.5x4 H 1.5x4 11 3x4 "- 3x4 = 1.5x4 = 1 2 3 4 5 6 7 8 9 • 7 ■ • III • /. / '` — ■M■ y11'( / \ / � . to ■ otti i 16 i5) 14 13 12 11 r %' / 3x6 = 3x4 = 3x4 = 3x4 4x6 = 4x9 = 3x6 1571#/0# 614#/0# 1 -7 -12 6 -7 -8 , 7 -5 -12 8-4 -0 13 -8 -8 r - - 1- I 1 -7 -12 4 -11 -12 0 -10-4 0 -104 54-8 Plate Offsets (X,Y): [1:Edge,0- 0 -12], [12:0- 1- 8,Edge], [13:0- 1- 8,Edge], [16:Edge,0 -1 -8], [17:0- 1- 8,0 -0 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.10 11 -12 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.17 11 -12 >828 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 52 Ib FT = 4%F, 10 % E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD LOAD CASE(S) WEBS 4 X 2 SPF No.2 15 -16 =- 1105/0, 13- 14= 0/1328, 12- 13= 0/1737, 11 -12= 0/1742, Standard BRACING 10 -11 =0/880 TOP CHORD WEBS Structural wood sheathing directly applied or 6 -0 -0 oc put except end verticals. 5 -13 =- 305/0, 2 -15 =- 796/0, 2- 16= 0/1275, 3- 15=- 1349/0, BOT CHORD 3- 14= 0/870, 8 -10 =- 1040/0, 8- 11= 0/598, 7- 11=- 455/0, Rigid ceiling directly applied or 6 -0 -0 oc bracing. 4 -14 =- 841/0, 4 -13 =0/650 REACTIONS (lb /size) NOTES (9) 10 = 614/0 -3 -8 (min. 0 -1 -8) 1) Unbalanced floor live loads have been considered for this design. 16 = -568 /Mechanical 2) All bearings are assumed to be SPF No.2 . 15 = 1571/0-3-8 (min. 0 -1 -8) 3) Refer to girder(s) for truss to truss connections. Max Uplift 4) Provide mechanical connection (by others) of truss to bearing plate capable of 16 = - 631(LC 3) withstanding 100 Ib uplift atjoint(s) except (jt =lb) 16 =631. Max Grav 5) This truss is designed in accordance with the 2009 International Residential Code 10 = 614(LC 3) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15 = 1571(LC 1) 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each TOP CHORD truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer 2 -3= 0/1207, 3 -4=- 641/0, 4 -5 =- 1737/0, 5 -6 =- 1737/0, 6 -7 =- 1737/0, ends or restrained by other means. 7- 8=- 1370/0 8) CAUTION, Do not erect truss backwards. BOT CHORD 9) All Plates 20 Gauge Unless Noted 15 -16 =- 1105/0, 13- 14= 0/1328, 12- 13= 0/1737. 11- 12= 0/1742, r. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA - Q1204379 F11 Floor Truss 3 1 , Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:16:20 2012 Page 1 I D:eW SfuOGJy4VUrIftOICtJzIallo- j_EzZil B4H Fi3aKxBy2GMuhX_. IbopTDeTemhwzJumf 0 -1 -8 1-4 -8 0-1-8 H 1- -3 -0 � 2 -0 -0 Sae = 1:32.9 1 5-4-8 - 66-12 3x8 = 5-4-8 1.5)(4 1.5x4 == 4x4 - 1.5x4 i 4x6 = 3x6 = 3x6 FP= 3x6 = 1.5x4 I dot H 1.5x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °' 30 i / � �� °� � � 111 �/ � . % �� // '� �/ A L 1 31 El 28 27 26 25 24 23 2 21 20 19 18 7 3x6 = 4x4 = 1.5x4 H 3x6 FP= 4x9 = 3x8 = 4x4 - 3x6 = 4x6 = 708#/0# 1869#/0# 611#/0# 13 -11-4 26 -0 -0 13 -114 + 12 -0 -12 Plate Offsets (X,Y): [1:Edge,0- 0 -12], [5:0- 1- 8,Edge], [19:0-1-8,Edge], [20:0- 1- 8,Edge], [27:0- 1- 8,Edge], [30:0- 1- 8,0 -0 -8], [31:0- 1- 8,0 -0 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.13 27 -28 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.22 27 -28 >768 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 96 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each BOT CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer WEBS 4 X 2 SPF No.2 2- 3=- 1638/0, 3-4=-2377/0, 4 -5 =- 2377/0, 5 -6 =- 1906/0, ends or restrained by other means. BRACING 6- - 1 = -6 402, 7-8=0/2312, 8-9=0/2312, 9- 13/837, 7) CAUTION, Do not erect truss backwards. TOP CHORD 10 -111 =- 610/837, 11 -12 =- 1739/39/85,5, 12 -13 =- 17739/859/85, 8) All Plates 20 Gauge Unless Noted Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. 13 -14 =- 1739/85, 14 -15 =- 1355/0 BOT CHORD BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 6 -0 -0 oc bracing. 28- 29= 0/1025, 27- 28= 0/2158, 26- 27= 0/2377, 25 -26 =0/2377, Standard 24- 25=- 84/1419, 23- 24=- 941/0, 22- 23=- 941/0, 21 -22 =- 1232/0, REACTIONS (Ib /size) 20 -21 =- 480/1286, 19 -20 =- 85/1739, 18- 19= 0/1729, 17 -18 =0/874 29 = 672/0 -3 -8 (min. 0-1-8) WEBS 17 = 536/0 -3 -8 (min. 0 -1 -8) 2 -29 =- 1212 /0, 7 -22 =- 1700/0, 2 -28= 0/747, 7 -24= 0/1183, 22 = 1869/0 -3 -8 (min. 0 -1 -8) 3 -28 =- 635/0, 6 -24 =- 1097/0, 3 -27 =- 92/360, 6 -25= 0/668, Max Gray 5 -25 =- 769/0, 15 -17 =- 1033/0, 9 -22 =- 1531/0, 15- 18= 0/588, 29 = 708(LC 2) 9- 21= 0/1001, 14- 18= -456/71, 11- 21=- 969/0, 14 -19 =- 376/28, 17 = 611(LC 3) 11- 20= 0/887, 12- 20= -326/0 22 = 1869(LC 1) NOTES (8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 1) Unbalanced floor live loads have been considered for this design. TOP CHORD 2) All plates are 3x4 MT20 unless otherwise indicated. 2- 3=- 1638/0, 3 -4=- 2377/0, 4 -5 =- 2377/0, 5 -6 =- 1906/0, 3) All bearings are assumed to be SPF No.2 . 6 -7 =- 567/402, 7 -8 =0/2312, 8-9 =0/2312, 9 -10 =- 610/837, 4) This truss is designed in accordance with the 2009 International Residential Code 10 -11 =- 610/837, 11 -12 =- 1739/85, 12- 13=- 1739/85, sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13 -14 =- 1739/85, 14 -15 =- 1355/0 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F10 Floor Truss 8 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:17:00 2012 Page 2 ID: eWSfuOGJ _y4VUrIftOICtJzIallo- Yhf5yOEHgal1 sjOdXLme_KLIg7KtAsj6ghLt6czJuml LOAD CASE(S) Standard Concentrated Loads (lb) Vert 2=- 1800(F) • Job Truss Truss Type Qty PIy LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F10 Floor Truss 8 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fn May 04 12:17:00 2012 Page 1 ID: eWSfuOGJ _y4VUrIftOICtJzIallo- Yhf5y0EHgal1 sjOdXLme_KLIg7KtAsj6ghLt6czJuml 0-1-8 p -�_7 �g 7 1 1 -3 -0 0 -9 - 1 1-4 -8 01-8 Scale = 1:40.2 5 -4-8 6x12 = 134-8 2x4 !I 3x6 FP= 6x12 MT2OH = 2x3 2x3 I I Ti 4x6 = x4 = 4x9 = 3x6 = 4x9 = 41 2x3 H I 2x3 !I 2x3 1 3 4 5 6 7 8 9 10 11 12 T 14 15 16 17 18 0 gr. 1111 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 6x9 = 4x9 = 3x6 = 4x4 = 2X-3 I! 3x6 12 402 = 4x9 = 4x6 = 3x6 • 4x9 = 5x12 = 2717#/0# 2539#10# 5564/ -684 1-0 -Q 9 -10 -8 11 -10 -8 14 -9 -0 19 -11-4 32 -0 -0 1-0 8 -10 -8 2 -0 -0 2 -10 -8 5 -2-4 12 -0 -12 H Plate Offsets (X,Y): [7:0- 1- 8,Edge], [8:0- 1- 8,Edge], [9:0- 3- 4,Edge], [14:0- 1- 8,Edge], [15:0- 1- 8,0 -0 -0], [18:0- 1- 8,Edge], [21:0- 1- 8,Edge], [22:0- 1- 8,Edge], [28:0- 1- 8,0 -0 -0], [29:0- 1- 8,Edge], [35:Edge,0 -1 -8], [37:0 1 - 8,0 - - 8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.44 29 -30 >543 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.75 29 -30 >316 240 MT2OH 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.08 24 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 142 Ib FT = 4%F, 10 %E LUMBER TOP CHORD 4 X 2 SYP 2850F 2.3E 4) All bearings are assumed to be SPF No.2 . BOT CHORD 4 X 2 SYP 2850F 2.3E TOP CHORD 5) Provide mechanical connection (by others) of truss to bearing plate capable of WEBS 4 X 2 SPF No.2 2 -3 =- 3808/0, 3 -4=- 5257/0, 4- 5=- 5811/0, 5- 6=- 5610/0, withstanding 100 Ib uplift at joint(s) 19. BRACING 6 - 7= - 4205/0, 7 - = - 4205/0, 8 - = - 2590/0, 9 - 10= 0/983, 6) This truss is designed in accordance with the 2009 International Residential Code TOP CHORD 10 -11= 0/4604, 11- 12= 0/4604, 12 -13 =- 29/2680, 13 -14= -1371/1254, sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. 14-15= -1371/1254, 15 -16 =- 1371/1254, 16 -17 =- 1198/313 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BOT CHORD BOT CHORD analysis and design of this truss. Rigid ceiling directly applied or 6 -0 -0 oc bracing. 34 -35= 0/2733, 33- 34= 0/2734, 32 -33= 0/4724, 31 -32= 0/5711, 8) Required 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss 30 -31= 0/5880, 29 -30= 0/5083, 28 -29= 0/4205, 27 -28= 0/4205, with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or REACTIONS (Ib /size) 26- 27=- 151/1292, 25- 26=- 151/1292, 24 -25 =- 2342/0, restrained by other means. 35 = 2694/0 - - (min. 0 -1 -13) 23 -24 =- 3301/0, 22 -23 =- 2049/792, 21 -22 =- 1254/1371, 9) CAUTION, Do not erect truss backwards. 19 = 365/0 -3 -8 (min. 0 -1 -8) 20 -21 =- 642/1486, 19- 20=- 145/788 10) Hanger(s) or other connection device(s) shall be provided sufficient to support 24 = 2539/0 -3 -8 (min. 0 -1 -11) WEBS concentrated load(s) 1800 Ib down at 1 -0 -0 on top chord. The design /selection of such Max Uplift 2 -35 =- 3821/0, 2- 33= 0/1279, 3- 33=- 1118/0, 3- 32= 0/651, connection device(s) is the responsibility of others. 19 = -68(LC 2) 4 -32 =- 553/0, 5- 30= 446/8, 10 -24 =- 2649/0, 10- 25= 0/2012, 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Max Gray 9 -25 =- 1903/0, 9 -27= 0/1630, 8 -28= 0/564, 17 -19 =- 931/172, front (F) or back (B). 35 = 2717(LC 2) 17- 20=- 206/500, 16 -20 =- 352/402, 16- 21=- 854/0, 15 -21= 0/289, 12) All Plates 20 Gauge Unless Noted 19 = 556(LC 3) 12 -24 =- 1829/0,12 -23 =0/ 1272,13 -23 =- 1300/0,13 -22= 0/1364, 24 = 2539(LC 1) 14- 22= -496/0, 6- 30= 0/801, 7- 29= 0/677, 6 -29 =- 1486/0, LOAD CASE(S) 8- 27=- 2004/0 Standard FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 TOP CHORD NOTES (12) 2-3=-3808/0, 3-4 =- 5257/0, 4 -5 =- 5811/0, 5 -6 =- 5610/0, 1) Unbalanced floor live loads have been considered for this design. Uniform Loads (plf) 6 -7 =- 4205/0, 7- 8= -4205/0, 8 -9 =- 2590/0, 9- 10= 0/983, 2) All plates are MT20 plates unless otherwise indicated. Vert. 19- 35 = -20, 1 -18= -100 Continued on page 2 3) All plates are 3x4 MT20 unless otherwise indicated. Concentrated Loads (Ib) Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F9A Floor Truss 4 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:17:05 2012 Page 1 I D:eW SfuOGJ_ y4VUrIftOICtJzIallo- veSz751QU6wKzVGbKvLphN27d816r4wr _z2empzJuly 0 -1 -8 1 -3 -0 1 -9 -0 1-4 -8 9-1- 8 H I I r I S ole = 1:39.7 13d-8 5-1-0 2x3 11 3x12 MT2OH FP= 2x3 = 4x6 = 4x6 2x3 H 6x12 = 3x6 = 4x9 : :- 3x6 = 2x3 I 3x6 - -• 1 2 3 4 T1- 5 6 7 8 910 11 12 13 T2 14 15 16 17 18 Ill / X11 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 • 3x6 - 4x6 = 4x9 = 2x3 1' 5x8 - 4x12 = 4x9 = 3x6 = 2x3 II 3x6 = 3x6 - 3x6 FP 858#/0# 2234#10# 16 -2-4 31 -8 -8 16 -2-4 ._ 15 -6-4 Plate Offsets (X,Y): [6:0- 1- 8,Edge], [7:0- 1- 8,0 -0 -0], [14:0 -1- $Edge], [15:0- 1- 8,0 -0 -0], [21:0- 1- 8,Edge], [22:0- 1- 8,Edge], [28:0- 1- 8,Edge], [29:0- 1- 8,Edge], [35:0- 1- 8,0 -0 -8] LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.32 29 -30 >607 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.54 29 -30 >357 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 19 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 139 Ib FT = 4%F, 10 %E LUMBER TOP CHORD 4 X 2 SYP 2850F 2.3E 6) This truss is designed in accordance with the 2009 International Residential Code BOT CHORD 4 X 2 SYP 2850F 2.3E TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. WEBS 4 X 2 SPF No.2 2 -3 =- 2083/0, 3-4 =- 3213/0, 4-5 =- 3511 /0, 5 -6 =- 2878/106, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BRACING 6- 7=- 1683/747, 7- 8=- 1683/747, 8- 9= 0/3079, 9- 10= 0/3079, analysis and design of this truss. TOP CHORD 10 -11= 0/3079, 11- 12= X03/709, 12 -13 =- 2063/3, 13 -14 =- 2848/0, 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except end verticals. 14 -15 =- 2895/0, 15 -16 =- 2895/0, 16 -17 =- 1683/0 truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer BOT CHORD BOT CHORD ends or restrained by other means. Rigid ceiling directly applied or 2 -2 -0 oc bracing. 33-34= 0/1249, 32- 33= 0/2841, 31- 32= 0/3505, 30- 31= 0/3497, 9) CAUTION, Do not erect truss backwards. 29- 30=- 747/1683, 28- 29=- 747/1683, 27 -28 =- 1618/0, 10) All Plates 20 Gauge Unless Noted REACTIONS (Ib /size) 26 -27 =- 1618/0, 25 -26 =- 1435/0, 24 -25 =- 315/1412, 23- 24= 0/2658, 34 = 788/0 -3 -8 (min. 0 -1 -8) 22- 23= 0/2895, 21- 22= 0/2895, 20- 21= 0/2394, 19 -20 =0/932 LOAD CASE(S) 26 = 2234/0 -3 -8 (min. 0-1-8) WEBS Standard 19 = 747 /Mechanical 2 -34 =- 1476/0, 2 -33= 0/1019, 3 -33 =- 925/0, 3 -32= 0/455, Max Gray 4 -32 =- 356/74, 5 -30 =- 918/0, 6- 30= 0/1678, 6- 29=- 656/0, 34 = 858(LC 2) 8- 26=- 2018/0, 8- 28= 0/2473, 7- 28=- 859/0, 11 -26 =- 1924/0, 26 = 2234(LC 1) 10 -26 =- 274/0,11 -25= 0/1461,12 -25 =- 1307/0,12 -24 =0 /860, 19 = 792(LC 3) 13 -24 =- 800 /0, 13- 23= 0/464, 14- 23= -461/17, 17 -19 =- 1198/0, 17- 20= 0/917, 16- 20=- 867/0, 16 -21 =0/629 FORCES (Ib) - Max. Comp. /Max. Ten. - At forces 250 (Ib) or less except when shown. TOP CHORD NOTES (10) 2 -3 =- 2083/0, 3 -4=- 3213/0, 4 -5 =- 3511/0, 5 -6 =- 2878/106, 1) Unbalanced floor live loads have been considered for this design. 6 -7 =- 1683/747, 7 -8 =- 1683/747, 8- 9= 0/3079, 9- 10= 0/3079, 2) All plates are MT20 plates unless otherwise indicated. 10 -11= 0/3079, 11- 12= -403/709, 12 -13 =- 2063/3, 13- 14=- 2848/0, 3) All plates are 3x4 MT20 unless otherwise indicated. 14 -15 =- 2895/0, 15 -16= 2895/0, 16 -17 =- 1683/0 4) All bearings are assumed to be SPF No.2 . 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F9 Floor Truss 1 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:17:09 2012 Page 1 ID:eWSfuOGJ_y4VU rIftOICtJzIallo -n PiUrTLwYLQIR6aMZkQIrDCpOIPnnsERvbOsvazJulu 0 -1 -8 H 1 1 -3 0, � 1 -9 -0 i 1-4 -8 0-1-8 1:40.9 13 8 .. 5.4-8 I I 2x3 H 2x3 H 6x16 = 2x3 ! I 2x3 = 4x6 = 4x6 = 3x6 FP = 4x9 = 4x9 = 3x6 = 2x3 II 3x6 -= 2x3 =_ 1 2 3 4 1 5 6 7 8 9 10 11 12 13. 14 15 16 17 18 - �� / III �i �� ..i 1 36 ° 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 = 4x6 4x9 = 2x3 I'1, 6x9 = 4x12 = 3x6 FP= 3x6 = 2x3 H 3x6 = 3x6 4x9 857#/0# 2252#10# 803#/0# 16 -2-4 32 -0 -0 16 -2-4 15 -9 -12 Plate Offsets (X,Y): [6:0 -1- $Edge], [7:0- 1- 8,0 -0 -0], [14:0- 1- 8,Edge], [15:0- 1- 8,0 -0 -0], [18:0 -1- $Edge], [21:0- 1- 8,Edge], [22:0- 1- 8,Edgel, [28:0- 1- 8,Edge], [29:0- 1- 8,Edgej, [35:0- 1- 8,0 -0 -8], [36:0- 1- 8,0 -0 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.32 29 -30 >596 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.55 29 -30 >351 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 19 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 142 Ib FT = 4%F, 10 %E LUMBER TOP CHORD 4 X 2 SYP 2850F 2.3E 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BOT CHORD 4 X 2 SYP 2850F 2.3E TOP CHORD analysis and design this t of truss. WEBS 4 X 2 SPF No.2 2 -3 =- 2082/0, 3 -4=- 3210/0, 4 -5 =- 3506/0, 5-6 =- 2872/131, 6) Recommend 2x6 of his backs, on edge, spaced at 10 -0 -0 oc and fastened to each BRACING 6 - 7 = - 1666/780, 7 - 8= - 1666/780, 8 - 9= - 1655/788, 9 - 10= 0/3293, truss with 3 - 10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer TOP CHORD 10- 11= 0/3349, 11- 12= -414/703, 12 -13 =- 2124/0, 13 -14 =- 2958/0, ends or restrained by other means. Structural wood sheathing directly applied or 2 -2 -0 oc puffins, except end verticals. 14 -15 =- 3046/0, 15 -16 =- 3046/0, 16 -17 =- 1903/0 7) CAUTION, Do not erect truss backwards. BOT CHORD BOT CHORD 8) All Plates 20 Gauge Unless Noted Rigid ceiling directly applied or 2 -2 -0 oc bracing. 33- 34= 0/1248, 32- 33= 0/2839, 31- 32= 0/3501, 30- 31= 0/3493, 29 -30 =- 780/1666, 28- 29=- 780/1666, 27 -28 =- 1951/0, LOAD CASE(S) REACTIONS (Ib /size) 26 -27 =- 1444/0, 25 -26 =- 1444/0, 24- 25=- 303/1448, 23- 24= 0/2742, Standard 34 = 786/0 -3 -8 (min. 0-1-8) 22-23=0/3046, 21-22=0/3046, 20-21=0/2586, 19-20=0/1169 19 = 759/0 -3 -8 (min. 0-1-8) WEBS 27 = 2252/0 -3 -8 (min. 0 -1 -8) 17 -19 =- 1383/0, 17- 20= 0/896, 16 -20 =- 833/0, 16- 21= 0/602, Max Gray 11 -27 =- 2224/0,11 -25 =0/ 1488,12 -25 =- 1335/0,12 -24= 0/888, 34 = 857(LC 2) 13 -24 =- 826/0, 13- 23= 0/490, 14- 23= -498/0, 9 -27 =- 1730/0, 19 = 803(LC 3) 9- 28= 0/2852, 7 -28 =- 812/0, 2 -34 =- 1475/0, 2- 33= 0/1018, 27 = 2252(LC 1) 3 -33 =- 924/0, 3- 32= 0/454, 4- 32=- 354/78, 5 -30 =- 922/0, 6 -30= 0/1697, 6- 29= -670/0 . FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD NOTES (8) 2 -3 =- 2082/0, 3-4 =- 3210/0, 4 -5 =- 3506/0, 5- 6=- 2872/131, 1) Unbalanced floor live loads have been considered for this design. 6- 7=- 1666/780, 7 -8 =- 1666/780, 8 -9 =- 1655/788, 9- 10= 0/3293, 2) All plates are 3x4 MT20 unless otherwise indicated. 10 -11= 0/3349, 11- 12=- 414/703, 12 -13 =- 2124/0, 13 -14 =- 2958/0, 3) All bearings are assumed to be SPF No.2 . 14 -15 =- 3046/0, 15 -16 =- 3046/0, 16- 17=- 1903/0 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. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F8 Floor Truss 2 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:15 2012 Page 1 I D:eW SfuOGJ_y4VU rIftOICtJzIallo -s6hRi 18K ?ckOMFd2QbcEX8xDgMwJ EoO94s ?LDIzJuks 0 -7 -12 1 -3 -0 1 1 0-104, 2 -0 -0 0- 10 -4 - 1 �__.__ I I 'Scale 1:22.1 7 -10-8 4x6 = 6x6 = 3x4 = 4x6 = 3x4 = 3x4 -- 3x4 = 3x6 FP= 3x4 = 6x6 = 7 3x4 -_ 1 2 3 4 5 6 7 8 9 10 11 12 13 . v Y __ 1 Y �� - `H , B� v Y� �. � 24 23 22 21 20 19 18 17 16 15 14 1051#/0# 4x9 3x6 FP =4x6 3x4 = 2x3 2x3 3x4 4x6 4x9 = 1051#10# 1 0-8-41 17 -0 -12 17 -9 -9 '0 -8-4 16-4 -8 0 -8-4 Plate Offsets (X,Y): [6:0- 1- 8,Edge], [7:0- 1- 8,Edge], [12:0- 1- 11,Edge], [18:0- 1- 8,0 -0 -0], [19:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.32 18 -19 >623 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.56 18 -19 >353 240 BOLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) -0.07 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 64 lb FT = 4%F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD 4 X 2 SPF 1650F 1.5E WEBS WEBS 4 X 2 SPF No.2 12- 15= 0/1533, 2 -23= 0/1533, 10 -15= 1360/0, 4 -23 =- 1360/0, BRACING 10-16=0/970, 4-21=0/970, 8 -16 =- 891/0, 5 -21 =- 891/0, TOP CHORD 8 -17= 0/605, 5- 20= 0/605, 7 -17 =- 613/35, 6 -20 =- 613/35 Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD NOTES (7) Rigid ceiling directly applied or 2 -2 -0 oc bracing. 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SPF No.2 . REACTIONS (Ib /size) 3) This truss is designed in accordance with the 2009 International Residential Code 12 = 1051/0 -5 -8 (min. 0 -1 -8) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2 = 1051/0 -5 -8 (min. 0 -1 -8) 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each TOP CHORD truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer 2 -3 =- 1291/0, 3 -4=- 1285/0, 4 -5 =- 3194/0, 5- 6=- 4311/0, ends or restrained by other means. 6- 7=- 4557/0, 7- 8= -4311/0, 8 -9 =- 3194/0, 9 -10 =- 3194/0, 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not 10- 11=- 1285/0, 11 -12 =- 1291/0 exceed 0.500in. BOT CHORD 7) All Plates 20 Gauge Unless Noted 22- 23= 0/2400,21 -22 =0/ 2400,20 -21= 0/3924,19 -20= 0/4557, 18- 19= 0/4557, 17- 18= 0/4557, 16- 17= 0/3924, 15- 16= 0/2400 LOAD CASE(S) WEBS Standard 12- 15= 0/1533, 2- 23= 0/1533, 10 -15 =- 1360/0, 4 -23 =- 1360/0, 10- 16= 0/970, 4- 21= 0/970, 8 -16 =- 891/0, 5 -21 =- 891/0, 8- 17= 0/605, 38 -00 -00 16 -00 -00 22 -00 -00 T1 GE 2 -00 -00 2 -00 -00 2 -00 -00 0 N N * O � 1 1 I -'I 1 i p vi r- z O 0 Z -I O O 1 H Z p O O O _ i- o XO< rn = 3 rn 0 1 2 -08 -00 11 -0 -08 ° 0 '5 -04 -08 I 1 1 1 o t t rn rn N 0 N t p �. O 0 0 0 O r O o F9 O o 0 o N p p a) O 0 t 0 O O . O O O 0 l - n O �Dm ,r ' co 6 -00 - H -< , N C m° i i ( p tomb 1, t co o I,. 0 m "{ 0 O Z O 0 ,1 2-00 -Q0 0 p z 73 r . 2-00 -00 H - D 2 F 13 , j 2- 00 -00 > - 0 o 2 -00-00 m 0 0 ; 1 2 -00 -00 O 12 -00 -00 FG •F12A 2- 00 -00 4 -01 -00 ,` N 1 -1 -04 6 -00 -00 26 -00 -00 0 0 0 0 0 O i2 11111•11 Q . Z � o Q Ths non - structural placement plan ■5 provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No esponslbli. ty is taken or II 1 o d �' m Z implied oy TEC for the structural ntegrlty of the structure below the trusses or the affects of TEC's croduct on the s[ruct,rre as a whoe. The truss installer shall follow al =. • J r 1 W Z 3 SCSI recom nendato s construct on document specificatons as wea as any site spec f c equ,rements to ensure safe and proper Lnstallatlon. No 'loading shall be applied 1 . 14 m :-, Z 0 m '' 3. ca to trusses 5,5 ll properly and fully mstailed, Inciudng 0'1 sheathing, nangers, wok anchors ateral weo brae rig (as shown on Ind v -dual shop drawings), and permanent A ,1 Z m m bracing (as regsired by the cons[ ucton documents) ts). Instaation contractor shall refer to the I.ndry dua truss shop drawings for al a requirements of trusses, 11 1! D m m '' p inc''ud�ng but not 1 rn ted to bearing ocat,ons and requirements, ply to p y na-. rig latera web bracing, and truss soacrng. Truss E' gi teermg Corporaton strictly adheres to 4 - , m y the 'Standard Respo is b hies the Oe-ign of Meta' Plate Connected Wood Trusses' as defined by TPI Chapter 2 (availab■e upon request) regardless of any job specific �. �� 1 1 2 Z > d o speo,,f v tons unless c ea ly defined otherwise writing by TEC A i , - • � Z p 9i O , `� E ' .. - ii , " Ths placement plan ■s s Eng eenngCorpo ation'sINTERPREIWTION o plans and Craw rigs as soup led to us The ou ',ding owner /owne agent !s; Ieiy responsible - 41- , 1 g for verify 'ry al! dlmens ons, geometry, loads e ad oad requirements for ace cy and fu cum piiance to construct on documents and shall be responsb c for not tying TEC L.J -U m 2 i e mmed eteip of any d screpanaes Tie bu Id ng owner/own, s agents responsible for coordinating all construct on deta,s between trades. Truss Engineering Z Z Corpo aon I sNOT respons b!e fo fed ver,hcat on of dl mens ons or spec ■a ■ co tdlton No trusses supplied by Truss Eng■neering Corporation may be cut, drilled. or - m D 2 altered n any w w t hoct 1 rst contacting TEC and ecelving eng.neering documerns allow ng such. > m m Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F7 Floor Truss 1 1 .. Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:19 2012 Page 1 I D:eW SfuOGJ_ y4VUrIftOICtJzIallo- ktwyXPBr3rFgrswpfRgAh _6wizNkAemk?UzZMXzJuko 0 -1 -8 1 -3 -0 2 -1 -14 0 -8-4 F I I -I - - 59-12 I Seale -= 1:15.3 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 6x6 = 1 2 3 4 3x4-- 5 6 7 8 T1 ■ — T-2- 0 1 / \ 0 0 L. 14 13 12 11 10 9 3x4 = 2x3 I I 2x3 I I 3x4 = 3x6 = 3x6 = 675#/0# 745#/0# 11 -3 -6 I 12 -1 -2 11 -3 -6 0 -9 -12 7 Plate Offsets (X,Y): [1:Edge,0 -1 -8], [3:0- 1- 8,Edge], [4:0- 1- 8,Edge], [7:0- 1- 11,Edge], [12:0- 1- 8,0 -0 -0], [13:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.13 11 -12 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.20 11 -12 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 44 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E NOTES (8) BOT CHORD 4 X 2 SPF 1650F 1.5E 1) Unbalanced floor live Toads have been considered for this design. WEBS 4 X 2 SPF No.2 2) All bearings are assumed to be SPF No.2 . BRACING 3) This truss is designed in accordance with the 2009 International Residential Code TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BOT CHORD analysis and design of this truss. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each REACTIONS (Ib /size) truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer R R = 675/0-5-4 (min. 0 -1 -8) ends or restrained by other means. 15 7 = 675/0 -5 -4 (min. 0 -1 -8) 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 7) CAUTION, Do not erect truss backwards. TOP CHORD 8) All Plates 20 Gauge Unless Noted 2- 3=- 1518/0, 3-4 =- 2107/0, 4 -5 =- 1869/0, 5 -6 =- 834/0, 6- 7= -839/0 LOAD CASE(S) BOT CHORD Standard 14- 15= 0/947, 13- 14= 0/2107, 12- 13= 0/2107, 11 -12= 0/2107, 10- 11= 0/1537 WEBS 7- 10= 0/995, 5 -10 =- 858/0, 5- 11= 0/432, 4 -11 =- 427/0, 2 -15 =- 1122/0, 2- 14= 0/697, 3- 14= -740/0 Job Truss Truss Type fly Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F6 Floor Truss 1 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:24 2012 Page 1 ID:eW SfuOGJ_ y4VUrIftOICtJzIallo- 5rkrb6FzuNt6xepmS _GLO2pmA_4crv5T9mhK2kzJukj 0 -1 -8 1- _ - 1 -11-4 5-9-12 0 -8-4 Scale 1:15.1 3x4 H 3x4 = 3x4 = 3x4 = 3x4 = 6x6 = 1 2 3 4 3x4= 5 6 7 8 T2 „� �.- j j I. � T i !, �� �� o B1 t � ` � j 14 13 12 11 10 9 3x4 = 2x3 I I 2x3 I I 3x4 = 3x6 = 3x6 - • 662#/0# 732#/0# 11 -0 -12 11 -10 -8 11 -0 -12 0 -9 -12 Plate Offsets (X,Y): [1:Edge,0 -1 -8], [3:0- 1- 8,Edge], [4:0- 1- 8,Edge], [7:0- 1- 11,Edge], [12:0- 1- 8,0 -0 -0], [13:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (ion) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.11 11 -12 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.18 11 -12 >737 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 44 lb FT = 4 %F, 10%E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E NOTES (8) BOT CHORD 4 X 2 SPF 1650F 1.5E 1) Unbalanced floor live loads have been considered for this design. WEBS 4 X 2 SPF No.2 2) All bearings are assumed to be SPF No.2 . BRACING 3) This truss is designed in accordance with the 2009 International Residential Code TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 6 -0 -0 oc puriins, except end verticals. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BOT CHORD analysis and design of this truss. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each REACTIONS (lb/size) truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer R R = 662/0 -5 4 (min. 0 -1 -8) ends or restrained by other means. 15 7 = 662/0 - - (min. 0 - - 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 7) CAUTION, Do not erect truss backwards. TOP CHORD 8) All Plates 20 Gauge Unless Noted 2 -3 =- 1477/0, 3 -4=- 2033/0, 4- 5=- 1812/0, 5-6 =- 815/0, 6- 7= -820/0 LOAD CASE(S) BOT CHORD Standard 14 -15 =0/929, 13 -14 =0/2033, 12 -13 =0/2033, 11 -12 =0/2033, 10 -11= 0/1500 WEBS 7 -10 =0/972, 5 -10 =- 836/0, 5 -11= 0/408, 4- 11= -000 /0, 2- 15=- 1101/0, 2- 14= 0/668, 3- 14= -696/0 • Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F5 Floor Truss 1 1 Job Reference (optional) . Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:27 2012 Page 1 ID:e WSfuOGJy4V UrIftOICtJzIallo- VQPzD8HsAI Fho5YL77g20gRHkB4j2Fywrkv _e3zJukg 0-8-4 1-3-0 5-9-12 __ _- I 1 -5-4 0 1 - - r-- - j Scale = 1:17.5 6x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 3x4 II 1 2 3 4 5 6 3x4= 7 8 9 TI— - - 1 ■ 85211110# 16 15 14 13 12 11 7 r 4x6 = 3x4 = 2x3 iI 2x3 3x4 - 3x6 = 3x6 = 0 -9 -12 1 13 -10 -8 i 0 -9 -12 13 -0 -12 Plate Offsets (X,Y): [5:0- 1- 8,Edge], [6:0- 1- 8,Edge], [13:0- 1- 8,0 -0 -0], [14:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.15 12 -13 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.26 12 -13 >608 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 51 Ib FT = 4%F, 10 % E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD 4 X 2 SPF 1650F 1.5E WEBS WEBS 4 X 2 SPF No.2 2 -16= 0/1173, 4 -16 =- 1017/0, 4 -15= 0/622, 5 -15 =- 708/0, BRACING 8 -10 =- 1327/0, 8 -11= 0/884, 7 -11 =- 789/0, 7- 12= 0/378, TOP CHORD 6 -12 =- 377/72 Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. BOT CHORD NOTES (8) Rigid ceiling directly applied or 10 -0 -0 oc bracing. 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SPF No.2 . REACTIONS (lb /size) 3) This truss is designed in accordance with the 2009 International Residential Code 10 = 782/0 -5-4 (min. 0 -1 -8) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2 = 852/0 -5 -8 (min. 0 -1 -8) 4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each TOP CHORD truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer 2 -3 =- 989/0, 3-4 =- 983/0, 4 -5 =- 2326/0, 5-6=-2861/0, 6 -7 =- 2726/0, ends or restrained by other means. 7 -8 =- 1844/0 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not BOT CHORD exceed 0.500in. 15- 16= 0/1817, 14- 15= 0/2861, 13- 14= 0/2861, 12- 13= 0/2861, 7) CAUTION, Do not erect truss backwards. 11- 12= 0/2490, 10 -11= 0/1120 8) All Plates 20 Gauge Unless Noted WEBS 2- 16= 0/1173, 4-16=-1017/0, 4- 15= 0/622, 5- 15=- 708/0, LOAD CASE(S) 8 -10 =- 1327/0, 8 -11= 0/884, 7 -11 =- 789/0, 7- 12= 0/378, Standard 6 -12 =- 377/72 • Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F4 Floor Truss 3 1 . • Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:34 2012 Page 1 I D:eW SfuOGJy4VU rIftOICtJzlallo -omKd hXNFXS8i8Aah 15Sho9ESkOS4BQ6ySJ6sO9zJukZ 0-8-4 I - 4 1 -3 -0 , L- 1-6-0 I 2 - -0 I Q Scale: 318 " =1' 5 -9 -12 6-6-12 , . 1 5-9-12 3x6 = 6x6 = 4x6 = 3x6 = 3x6 FP -= 6x6 = 1 2 3 4 5 6 7 8 j 10 11 12 13 14 15 16 17 c Th ) J 1- W a �■ TO 32 31 30 29 28 27 26 25 r2 23 22 - 21 20 19 18 4x6 = 2x3 1.. 2x3 11 3x6 FP= 4x9 = 3x6 = 2x3 11 2x3 11 3x6 = 745#10# 4x6 = 1707#/0# 612#/0# 0-9-12 13 -10 -8 24 -11-4 5 -9- 6-9 -1 2 13 -0 -12 11 -0 -12 -9 -1 Plate Offsets (X,Y): [5:0 -1- $Edge], [6:0- 1- 8,Edge], [12:0- 1- 8,Edge], [13:0- 1- 8,Edge], [16:0- 1- 11,Edge], [21:0- 1- 8,0 -0 -0], [22:0- 1- 8,Edge], (28:0- 1- 8,0 -0 -0], [29:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.13 20 -21 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.22 20 -21 >620 240 BCL L 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.03 16 n/a n/a . BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 94 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each BOT CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer WEBS 4 X 2 SPF No.2 2- 3=- 879/0, 3 -4=- 875/0, 4- 5=- 1983/0, 5 -6 =- 2313/0, ends or restrained by other means. BRACING 6 - 7= - 1967/0, 7 - = - 805/80, 8 - 9= 0/1771, 9 - 10= 0/1771, 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not TOP CHORD 10 - 11 = - 836/521, 11 -12 =- 836/521, 12- 13=- 1594/57, Structural wood sheathing directly applied or 6 -0 -0 oc purlins. 13 -14 =- 1552/0, 14 -15 =- 736/0, 15- 16= -739/0 exceed 0.500in. 8) CAUTION, Do not erect truss backwards. BOT CHORD BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. 30 -31= 0/1612, 29- 30= 0/2313, 28- 29= 0/2313, 27- 28= 0/2313, 9) All Plates 20 Gauge Unless Noted 26- 27= 0/1581, 25- 26=- 435/0, 24- 25= -435/0, 23- 24=- 904/176, LOAD CASE(S) REACTIONS (Ib /size) 22 -23 =- 57/1594, 21 -22 =- 57/1594, 20- 21=- 57/1594, 19- 20= 0/1352 Standard 2 = 745/0 -5 -8 (min. 0-1-8) WEBS 16 = 605/0 -5 -8 (min. 0 -1-8) 8 -24 =- 1564/0, 8 -26= 0/1076, 7 -26 993/0, 7 -27= 0/531, 24 = 1707/0 -5-4 (min. 0 -1 -8) 6 -27 =- 591/0, 2 -31= 0/1044, 4 -31 =- 900/0, 4 -30= 0/452, Max Gray 5- 30= -420/0, 16- 19= 0/878, 14 -19 =- 752/0, 13- 20=- 50/263, 2 = 745(LC 1) 10 -24 =- 1303/0, 10- 23= 0/929, 12- 23=- 1109/0, 12 -22 =0/307 16 = 612(LC 3) 24 = 1707(LC 1) NOTES (9) 1) Unbalanced floor live Toads have been considered for this design. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 2) All plates are 3x4 MT20 unless otherwise indicated. TOP CHORD 3) All bearings are assumed to be SPF No.2 . 2 -3 =- 879/0, 3-4 =- 875/0, 4 -5 =- 1983/0, 5 -6 =- 2313/0, 6- 7=- 1967/0, 4) This truss is designed in accordance with the 2009 International Residential Code 7- 8=- 805/80, 8- 9= 0/1771, 9- 10= 0/1771, 10 -11 =- 836/521, sections R502.11.1 and 14802.10.2 and referenced standard ANSI/TPI 1. 11 -12 =- 836/521, 12 -13 =- 1594/57, 13 -14 =- 1552/0, 14- 15=- 736/0, 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 15 -16= -739/0 analysis and design of this truss. Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F2 Floor Truss 1 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:42 2012 Page 1 I D:eW SfuOGJ_y4V UrIftOICtJzIallo- ZIpeMGTGev8Z5PBEVmbZ7rZiZEBy3zH7HZ2HghzJukR 0-8-4 1 -3 -0 I1 -2-4 1 2 - 0 -12_ -8 S le 1:39.7 12 -0-12 2 -9 -12 5 -9 -12 1 - 1 5x12 = 3x6 = 4x9 = 6x6 = 3x6 = 2x3 H 3x12 MT2OH FP= 3x6 = 4x4 = 2x3 I 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 T 3 = p 4 �� \ / : i - -- i' MIN s 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 824#/0# 4x9 = 4x4 - 4x4 = 5x8 = 2196#70 FP= 4x9 = 3x6 - 2x3 H 4x6 =777#/0# 4x12 = 0 -9 -12 16 -0 -12 30 -11-4 3 0-9-12 15 -3 -0 f 14 -10 -8 0� -9 -12 Plate Offsets (X,Y): [9:0- 1- 8,0 -0 -0], [16:0- 1- 8,Edge], [17:0- 1- 8,Edge], [20:0- 1- 11,Edge], [25:0- 1- 8,0 -0 -0], [26:0- 1- 8,Edge], [31:0- 1- 8,Edge], [32:0- 1- 8,Edge] LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.26 32 -33 >703 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.44 32 -33 >421 240 MT2OH 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.04 20 n/a n/a BCDL 10.0 Code IRC2009/fP12007 (Matrix) Weight: 116 Ib FT = 4 %F, 10%E LUMBER TOP CHORD 4 X 2 SPF 1650F 1.5E *Except* 5) This truss is designed in accordance with the 2009 International Residential Code T2: 4 X 2 SPF 2100F 1.8E TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. BOT CHORD 4 X 2 SPF 1650E 1.5E `Except' 2- 3=- 1040/0, 3 -4=- 1036/0, 4 -5 =- 2478/0, 5-6 =- 3067/0, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the B1: 4 X 2 SPF 2100F 1.8E 6 -7 =- 2898/27, 7- 8=- 1272/964, 8-9 =- 1272/964, 9- 10=- 1272/964, analysis and design of this truss. WEBS 4 X 2 SPF No.2 10 -11= 0/3214, 11 -12= 0/3214, 12 -13= 0/3214, 13 -14 =- 241/807, 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each BRACING 14 -15 =- 1856/107, 15 -16 =- 2678/0, 16 -17 =- 2678/0, 17 -18 =- 2234/0, truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer TOP CHORD 18 -19 =- 957/0, 19- 20= -960/0 ends or restrained by other means. Structural wood sheathing directly applied or 2 -2 -0 oc puffins. BOT CHORD 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not BOT CHORD 35 -36= 0/1926, 34 -35= 0/2957, 33- 34= 0/3146, 32 -33 =- 365/2435, exceed O.SOOin. Rigid ceiling directly applied or 6 -0 -0 oc bracing. 31 -32 =- 964/1272, 30 -31 =- 1751/0, 29 -30 =- 1655/0, 28- 29=- 1655/0, 9) CAUTION, Do not erect truss backwards. 27- 28=- 413/1241, 26- 27= 0/2399, 25- 26= 0/2678, 24- 25= 0/2678, 10) All Plates 20 Gauge Unless Noted REACTIONS (Ib /size) 23- 24= 0/1768 2 = 804/0 -5 -8 (min. 0-1-8) WEBS LOADCASE(S) 20 = 777/0 -5 -8 (min. 0 -1 -8) 10 -30 =- 1924/0, 10- 31= 0/2169, 9- 31=- 829/0, 2- 36= 0/1236, Standard 30 = 2196/0 -5 -8 (min. 0 -1 -8) 4 -36 =- 1085/0, 4 -35= 0/674, 5 -35 =- 584/12, 6 -33 =- 445/0, Max Gray 7- 33= 0/735, 7- 32=- 1637/0, 8 -32= 0/583, 20- 23= 0/1141, 2 = 824(LC 2) 18 -23 =- 991/0, 18- 24= 0/569, 17- 24=- 533/40, 13 -30 =- 1901/0, 20 = 777(LC 1) 13-28=0/1422, 14-28=-1296/0, 14-27=0/816, 15-27=-760/0, 30 = 2196(LC 1) 15- 26= 0/761,16 -26= -267/0 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES (10) TOP CHORD 1) Unbalanced floor live loads have been considered for this design. 2 -3 =- 1040/0, 3-4 =- 1036/0, 4 -5 =- 2478/0, 5 -6 =- 3067/0, 2) All plates are MT20 plates unless otherwise indicated. 6- 7=- 2898/27, 7- 8=- 1272/964, 8- 9=- 1272/964, 9 -10 =- 1272/964, 3) All plates are 3x4 MT20 unless otherwise indicated. 4) All bearings are assumed to be SPF No.2 . • Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F3 Floor Truss 8 1 .. _ Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:37 2012 Page 1 ID:eWSfuOGJy4V UrIftOICtJzlallo- CLOIJYP7q N W G ?dJGiD ?OQnsrrDTGOkzO8HKW ?UzJukW 0-8-4 1 -3 -0 ,1 -3 -0 I 2 - 0 -0 8881 S ale 1:39.7 12 -0-12 6-6-12 - 1 I 5 -9 -12 4x9 = 6x6 - 4x6 2x3 H 4x4 = 3x6 FP= 5x8 = 3x6 = 4x6 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 - -T , WO I 37 36 35 34 33 32 31 30 2928 27 26 25 24 23 22 21 1071 #l0# 4x9 = 4x6 = 2x3 I' 5x6 = 3x6 FP= 22$20070# 4x6 = 2x3 I 2x3 H 3x6 =574#10# 5x8 0 -9 -1,2 19 -10 -8 30 -11-4 31 -9 0 0 -9 - 19 -0 -12 11 -0 -12 O -9 -1�2 Plate Offsets (X,Y): [8:0- 1- 8,Edge], [9:0- 1- 8,Edge], [15:0- 1- 8,Edge], [16:0- 1- 8,Edge], [19:0- 1- 11,Edge], [24:0- 1- 8,0 -0 -0], [25:0 -1- $Edge], [31:0- 1- 8,0 -0 -0], [32:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.43 32 -33 >539 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.74 32 -33 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.07 19 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 122 Ib FT = 4%F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 1650E 1.5E 4) This truss is designed in accordance with the 2009 International Residential Code BOT CHORD 4 X 2 SPF 2100F 1.8E "Except' TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 61: 4 X 2 SYP 2850F 2.3E 2- 3=- 1343/0, 3 -4=- 1338/0, 4 -5 =- 3346/0, 5 -0 /0, 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the WEBS 4 X 2 SPF No.2 6- 7= -4917/0, 7 -8 =- 4055/0, 455/0, 9 -110 =- 279- 2794/0, analysis and design of this truss. BRACING 10 -11 =- 2794/0, 11- 12= X86/18/184, , 12-13=0/3256, 13 -14= 0/3256, - 6) Required 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss TOP CHORD 14 -15 =- 470/1693, 15-16=-1333/900, 16- 17=- 1395/353, with 3 -10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or Structural wood sheathing directly applied or 2 -2 -0 oc purlins. 17-18 =- 682/29, 18 -19 =- 686/29 restrained by other means. BOT CHORD BOT CHORD 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not Rigid ceiling directly applied or 6 -0 -0 oc bracing. 35-36= 0/2504, 34 -35= 0/4118, 33- 34= 0/4892, 32- 33= 0/4744, exceed 0.500in. 31- 32= 0/4055, 30- 31= 0/4055, 29- 30= 0/1791, 28- 29= 0/1791, 8) CAUTION, Do not erect truss backwards. REACTIONS (Ib /size) 27 -28 =- 1286/0, 26 -27 =- 2268/0, 25 -26 =- 900/1333, 9) All Plates 20 Gauge Unless Noted 2 = 1071/0 -5 -8 (min. 0 -1 -8) 24 -25 =- 900/1333, 23 -24 =- 900/1333, 22- 23=- 110/1251 19 = 486/0 -5 -8 (min. 0 -1 -8) WEBS LOAD CASE(S) 27 = 2220/0 -5-4 (min. 0 -1 -8) 2 -36= 0/1596, 4 -36 =- 1423/0, 4 -35= 0/1028, 5 -35 =- 942/0, Standard Max Gray 5- 34= 0/495, 6- 34=- 450/0, 7 -33 =- 30/363, 7- 32=- 1023/0, 2 = 1071(LC 1) 12 -27 =- 2307 /0,12 -28= 0/1731,11 -28 =- 1625/0,11 -30= 0/1260, 19 = 574(LC 3) 9- 31= 0/519,9 -30 =- 1568 /0,19 -22 =- 34/814,17 -22 =- 695/100, 27 = 2220(LC 1) 17 -23 =- 297 / 175, 16 -23= 0/659,16 -24= -407/0,14 -27 =- 1487/0, 14 -26 =0 /1155,15 -26 =- 1501/0,15 -25 =0/475 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD NOTES (9) 2- 3=- 1343/0, 3 -4=- 1338/0, 4 -5 =- 3346/0, 5- 6= -4523/0, 1) Unbalanced floor live loads have been considered for this design. 6- 7=- 4917/0, 7- 8= 4055/0, 8- 9=- 4055/0, 9- 10=- 2794/0, 2) All plates are 3x4 MT20 unless otherwise indicated. 10 -11 =- 2794/0, 11- 12= -486/184, 12- 13= 0/3256, 13- 14= 0/3256, 3) All bearings are assumed to be SPF No.2 . Job Truss Truss Type Qty Ply LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 F1 Floor Truss 3 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:18:47 2012 Page 1 ID:e WSfuOGJ_ y4VUrIftOICtJzIallo- wGdXQzXPTSmrCA3B IKBkquGa ?FwmkEPsRrI2MvzJukM 0-8-4 1 1 -3 -0 X -2-4 2 -0 -12 2 -0 -0 q -4 scale 1:42.3 12 -0-12 2 -9 -12 7-9-12 . 3x6 FP= 6x6 = 3x6 = 2x3 it 2x3 II 5x12 = 3x6 = 4x9 = 4x6 = 4x6- 2x3 H 2x3 11 3x6 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 T 7 18 19 20 21 22 n o ∎ H i WO / - � ! - r •I - g' ,j_---- 3 � ✓ � to° 4 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 817#/0# 4x9= 3x6 = 4x4 = 5x8 = 23240# 4x9 4x6 = 4x6 = 3x6 = 4x9 905#/0# 3x6 FP= 16 -0-12 17-84 0 9 -12 16 -0 -12 _ - 23 -9-0 26 -0 -12 32 -11-4 33-970 I 2 15 -3 -0 7 -8-4 2 -3 -12 0-9-12 6 -10 -8 0 -9 -12 Plate Offsets (X,Y): [8:0- 1- 8,Edge], [9:0- 1- 8,0 -0-01, [16:0- 1- 8,Edge], [17:0- 1- 8,0 -0 -0], [21:0- 1- 11,Edge], [26:0- 1- 8,Edge], [27:0- 1- 8,Edge], [32:0- 1- 8,Edge], [33:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.24 33 -34 >782 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.40 25 -26 >515 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.05 21 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 134 Ib FT = 4 %F, 10 %E LUMBER TOP CHORD 4 X 2 SPF 2100F 1.8E 4) This truss is designed in accordance with the 2009 International Residential Code BOT CHORD 4 X 2 SYP 2850F 2.3E TOP CHORD sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. WEBS 4 X 2 SPF No.2 2 -3 =- 1030/0, 3-4=-1026/0, 8 6/0, 4 -5 =- 2447/0, 5 -6 =- 3015/0, 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the BRACING 6- 03/163, , 7 -8=- 1-1174/1154, 8-9 =- 1174/1154, analysis and design of this truss. TOP CHORD 9 -110 =- 11=- 1174/1154, 10 -11= 0/3497, 11 -12= 0/3497, 12 -13 =- 355/826, 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each Structural wood sheathing directly applied or 6 -0 -0 oc purlins. 13 -14 =- 355/826, 14 -15 =- 2271/44, 15-16 = - 3601/0, 16-17 = - 3601/0, truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer BOT CHORD 17 -18 =- 3601/0, 18 -19 =- 2792/0, 19 -20 =- 1137/0, 20 -21 =- 1141/0 ends or restrained by other means. Rigid ceiling directly applied or 6 -0 -0 oc bracing. BOT CHORD 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not 36 -37 =0/1906,35 -36 =0/2915,34 -35= 0/3088,33 -34 =- 532/2339, exceed 0.500in. REACTIONS (Ib /size) 32 -33 =- 1154/1174, 31 -32 =- 1967/0, 30 -31 =- 1697/0, 8) CAUTION, Do not erect truss backwards. 31 = 2324/0 -5 -8 (min. 0-1-9) 29- 30=- 1697/0, 28 -29 =- 389 /1511,27 -28= 0/3010,26 -27= 0/3601, 9) All Plates 20 Gauge Unless Noted 2 = 788/0 -5 -8 (min. 0 -1 -8) 25-26= 0/3339, 24 -25= 0/2129 21 = 905/0 -5 -8 (min. 0 -1 -8) WEBS LOAD CASE(S) Max Gray 10 -31 =1973 /0,10 -32= 0/2191,9 -32 =- 781/0,2 -37= 0/1224, Standard 31 = 2324(LC 1) 4- 37=- 1073/0, 4- 36= 0/662, 5-36=-571/38, 6- 34= -469/0, 2 = 817(LC 2) 7- 34= 0/793, 7 -33 =- 1659/0, 8 -33= 0/531, 12- 31=- 2112/0, 21 = 905(LC 1) 12-29=0/1630, 14-29=-1481/0, 14-28=0/985, 15-28=-994/0, 15- 27= 0/1100, 21- 24= 0/1356, 19 -24 =- 1210/0, 19- 25= 0/810, FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 18 -25 =- 668/0, 16 -27 =- 387/0, 18 -26 =- 230/440 TOP CHORD 2- 3=- 1030/0, 3 -4=- 1026/0, 4 -5 =- 2447/0, 5 -6 =- 3015/0, NOTES (9) 6 -7 =- 2833/163, 7 -8 =- 1174/1154, 8 -9=- 1174/1154, 1) Unbalanced floor live loads have been considered for this design. 9- 10=- 1174/1154, 10 -11= 0/3497, 11- 12= 0/3497, 12 -13 =- 355/826, 2) All plates are 3x4 MT20 unless otherwise indicated. 13 -14 =- 355/826, 14 -15 =- 2271/44, 15 -16 =- 3601/0, 16 -17 =- 3601/0, 3) All bearings are assumed to be SPF No.2 . 38 -00 -00 16 -00 -00 22 -00 -00 N N 1 0) O ' O 0 O O O O 1 8 -00 -00 N 8 -00 -00 0 7 -09 -12 12 -00 -12 0 o gi - o 0 rn 1 . 2 - 00 -00 ° °' N �. ° N O . o °o I 2 -00-00 0 O 16 -02 -04 15- 0 2 -00 -00 0 ii 1 2 -00 -00 N - rn ;J 2 -00 -00 9 9 b . ' ° 0 2 -00 -00 ° ° t 0 ° o 2 -00 -00 n 2 -00 -00 0 > 2 -00 -00 c m D 2 -00 -00 0 ° O z0 0 i 2 -00 -00 0 O 2 '0 r 2 -00-00 -n o Z S : 2 -01 -0010 ',-n z � o 2 -00 -00 - Z 0 2-00-00 m t 00 r; o F5 �°, 2 -00 -00 0 13 -09 -06 o 1 F6 2 -00 -00 0 4 -01 -00 °° i F7 1 -10 -04 co r' m 14 -00 -00 12 -00 -00 0 0 ...,m 6 -00 -00 26 -00 -00 m 0 0 O O o This ooi- structurali placement plan's provided for Identrfyi g the location of trusses as supped oy Toss Englnee ng Corporaton (TEC). No responsibTty is taken or /� ' ��__ y Z l' m Z implied byr TEC for the structural nteg�ity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The t. uss 'nstal e• shal follow all V al • - -, r 3 � 3 gC51 recommendations construct c n docume [ p earlcatlons as well as a s p s s f c requ cements to ensure safe and grope Installat o No loading shall be applied O m W 3 m to trusses salt,' properly and fully nstdSed, ,nc ud rig ail sheathing, hange s, wall ancho -s, lateral wen bracing (as shown on ind .dual shop C a ngs), and permanent A S i , Z o •• brac ( requ red by the const cton documents). Installation contra for shall refer to the Ind,Jd a, truss shop drawings fo al structural requirements of tosses, t , . . .Z Z S fnciud ag out not ifm ted to bear ng 'ocat ons a d sequirements, pry to p .lading, lateral web bracing, and truss soacmg. Truss Engineering Corporation stcctly adheres to M". D W . 2 the 'Standard Respo as b lines In the Des gn of Metal Pate Connected Wood Trusses as defined by TPI Chapter 2 (ayadabie upon request) regardless of any Job specifk r. -� - 2 Z > - o speclf cat ons unless clearly defined otherwse t r,tmg by TEC. 4 - -. ' Z w • to, p 9 . 5- m This placement plan s T. uss Eog nee rig Corpo at.on's/NTERPRETATION o' plans and d a .rigs as suppled to us The b Ildmg owner/owner's s agent s so eiy responsible 1 g z for vec `y ng all dl nen sons, geometry ,oads and oad requirements for accuracy and compliance to construct on documents and shall be responst,e or notifying TEC �J m Z I mmediateiy of anydscepancies Tne building owner /owners agent s responsible for cood- natng arl constructon details between trades_ Truss Engineerng A ? Z Corpoatbn isNOT esponsble fo held verlf,cato of dlmensons or spec, cond,tons No trusses supplied by Truss Engineering Corporation may be cut, dr lied .or Ci r S a'tered m any way w shout first contactng TEC and receiving engineer rig documents allowing such. > rm G) • , 1 CON TRACTOR QUOTE PRINTED ON: 05/04/12 PAGE 2 QUOTE # Q1204379 ■ DATE QUOTED:05 /04/12 EN alNEE I 181 GOODWIN ST VALID UNTIL: 06/01/12 C • RP • RATI • N PO BOX 51027 r�l.��� ∎V��A INDIAN ORCHARD, MA 01151 Job: ANNE BAUER & KENNETH DYM ARTISAN COTTAGENILLAGE HILL MANUFACTURERS OF ROOF & FLOOR TRUSSES LOT #1 BEECHWOOD PARKSIDE Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. 24 West St. Requested By: ANDY CLOGSTON West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn: ANDY CLOGSTON Phone: (413) 247 -8300 SPECIAL INSTRUCTIONS: *WILL NEED TO VERIFY 1ST FLR. TOP CHORD BEARING CONDITION PRIOR TO ORDER. *ADDITIONAL 10 PSF DEAD LOAD ADDED TO TOP CHORD FOR OPTIONAL SOLAR PANELS. *2ND FLR. TRUSSES ARE ONLY DESIGNED TO HANDLE ROOF LOAD AT THE BEDROOM 3 DORMER. ALL OTHER TRUSSES ARE STANDARD LOADING ONLY. LOADING TCLL-TCDL-BCLL -BCDL STRESS NCR FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUTBRT 05/04/12 FLOOR TRUSSES INFORMATION 140.0,10.0,0.0,10.0 1.00 FLOOR QTY 1 I BASE i O/A I END TYPE CANTILEVER STUB ( UNIT TRUSS ID DEPTH 1 PROFILE PLY SPAN SPAN LEFT RIGHT LEFT I RIGHT LEFT J RIGHT WEIGHT 4 F9A 01 -00 -00 31 -08 -08 31 -08 -08 139 ^ , 1 l FG1 01 -00 -00 14 -01 -00 14 -01 -00 53 ITEMS QTY I ITEM CATEGORY I LENGTH INOTES I FT -IN -16 } 5 ITT411.8 i _ HGR 00 -00 - 00 I Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific SUBTOTAL specifications unless clearly defined otherwise in writing by TEC. This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner /owner's agent is solely responsible for verifying all WIDE LOAD geometry, loads and load requirements for accuracy and full compliance to construction documents and shall Ir• G L O A A D / be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions. The building owner /owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and , permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss ' shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. * ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * ** Approved By: Approval Date: PO #: Requested Delivery Date: A CONTRACTOR QUOTE PRINTED ON: 05/04/12 PAGE 1 QUOTE # Q1204379 ,D:. DATE QUOTED:05 /04/12 E M A N EE IN 1 81 GOODWIN ST V ALID UNTIL: 06/01/12 C • RPORAT • N PO BOX 51027 I���Nr�M��/ INDIAN ORCHARD, MA 01151 Job: ANNE BAUER &KENNETH DYM ARTISAN COTTAGENILLAGE HILL MANUFACTURERS OF ROOF & FLOOR TRUSSES LOT #1 BEECHWOOD PARKSIDE Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn:ANDY CLOGSTON Phone: (413) 247 -8300 SPECIAL INSTRUCTIONS: *WILL NEED TO VERIFY 1ST FLR. TOP CHORD BEARING CONDITION PRIOR TO ORDER. *ADDITIONAL 10 PSF DEAD LOAD ADDED TO TOP CHORD FOR OPTIONAL SOLAR PANELS. *2ND FLR. TRUSSES ARE ONLY DESIGNED TO HANDLE ROOF LOAD AT THE BEDROOM 3 DORMER. ALL OTHER TRUSSES ARE STANDARD LOADING ONLY. ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS LNCR INFORMATION 50.0,10.0,0.0,10.0 1.15 (TYP.) . ROOF TRUSS SPACING 24.0 IN. O.C. TYP. LAYOUTBRT 05/04/12 QTY PITCH TYPE BASE O/A UNIT PROFILE I � i LUMBER OVRHG I I SHIPPING PLY TOP 1 BOT TRUSS ID SPAN SPAN TOP BOT LEFT 1 RIGHT HEIGHT WEIGHT COMMON 00 -10 -08 00 -10-08 10-03-05 93 12 10.00 0.00 T1 22 -00 -00 1 22 -00 -00 ',2 X 41.2 X 4 ,f11,_ GABLE 00 -10 -08 00 -10 -08 10 -03 -05 115 dllhItth 1 10.00 0.00 T1GE 22 -00 -00 22 -00 -00 2 X 4 X 4 FLOOR TRUSSES LOA INFORM DING ATION TILL- rcDL40.0.100- BC0.0,10.0 U -BCDL STRESS 100 wcR FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUTBRT 05/04/12 FLOOR QTY TRUSS ID I DEPTH I BASE I O/A I END TYPE CANTILEVER STUB I I I UNIT PROFILE PLY SPAN SPAN LEFT RIGHT LEFT RIGHT LEFT RIGHT WEIGHT N mamarsommiorawrow 3 F1 01-00-00 ' 33- 09 -00! 31-09 -00 7 134 8, F10 01 -00 -00 32 -00 -00 'I 32 -00 -00 142 I _ I Tu -� F11 01 -00 -00 26 -00 -00 26 -00 -00 I �-- � � -em � 3 i 95 1 i Iii__ � 2 1 F12 01 -00 -00 13 -08 -08 13 -08 -08 r 52 1 F12A 01 -00 -00 12 -02 -08 12 -02 -08 c 45 g .-.2 1 F13 01 -00 -00 06 -00 -00 06 -00 -00 3 23 l i F2 01 -00 -00 31 -09 -00 31 -09 -00 • I 116 I 8 F3 01 -00 -00 .I 31 -09 -00 31 -09 -00 . 121 I i ` I ▪ I 94 ' , 3 F4 01-00-00 25-09-00, 25-09-00 r 1 13 -10 -08 I 2 51 G 1 , 11 -10 -08 43 -� l F5 - - 131008 F6 01 -00 -00 1110 -08 141 F7 01 -00 -00 12 -01 -021 „ I 4 F _ 01 -00 -00 17 -09 -00 1 12 -01 -02 : 2 � 17 -09 -00 f i ' 64 F8 32-00-00 r I 32 -00 -00 O ALMIMIRWMIINIMUSIIAM 1 F9 01 -00 -00 � KeyBuild StructureTM2.310k WrightArtisian - Level 8 3 -19 -12 kmBeamEngine 4.509s Materials Database 1318 8 :08am 1 of 1 Member Data Description: CaIcB8 Member Type: Beam Application: Floor Comments: Beam F © Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, U240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Y: \WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 23' 8.63" 220 550 Snow , T T 10 7 12 1 11 6 11 4 14 1 o ° 24 0 0 / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3240# -- 2 10' 3.125" Wall N/A N/A 3.328" 8736# -2071# 3 12' 2.500" Wall N/A N/A 3.877" 10176# -878# 4 23' 2.750" Wall N/A N/A 1.500" 3445# — Maximum Load Case Reactions Used for applying point bads (or line loads) to carrying members Dead Snow 1 959# 2281# ' 2 1400# 7336# 3 2003# 8173# 4 1020# 2425# Design spans 10' 3.125" 1' 11.375" 11' 0.250" Product: 1- 314x11 -718 VERSA -LAM 2.0 3100 SP 2 ply Component Member Design has Passed Design Checks" Minimum 3.33" bearing required at bearing # 2 Minimum 3.88" bearing required at bearing # 3 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Review gravity uplift reaction force of 2071Ibs at bearing 2 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 878Ibs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7590.'# 24466.'# 31% 18.82' Odd Spans D +S Negative Moment 10004.'# 244662# 40% 12.21' Adjacent 2 D +S Negative Unbrcd 10004.'# 24466.'# 40% 12.21' Adjacent 2 D +S Shear 4442.# 9081.# 48% 12.22' Adjacent 2 D +S TL Deflection 0.1402" 0.5510" U942 18.27' Odd Spans D +S LL Deflection 0.0988" 0.3674" 0999+ 18.27' Odd Spans S Control: Shear DOLs: Live =100% Snow =115% Roof=125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney Copyright (C)1987 -2011 by Ke mark Enterprises, West ( Hatfield, Ma 01088 y y rprises, LLC. 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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. n KeyBuild Structures 1 '' 1 2 310k WrightArtisian - Level 8 3 -15 -12 kmBeamEngme 4.509s Materials Database 1318 3:32pm l of 1 Member Data Description: CaIcB8 Member Type: Beam Application: Floor Comments: Beam E © Top Lateral Bracing: Continuous . Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: Y: \WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 6.50" 514 253 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 6.50" 0 800 Snow Replacement Uniform (PLF) Top 1' 6.50" 7' 0.50" 514 253 Live Replacement Uniform (PLF) Top 1' 6.50" 7' 0.50" 0 800 Snow Replacement Uniform (PLF) Top 7' 0.50" 8' 0.50" 514 253 Live Replacement Uniform (PLF) Top 7' 0.50" 8' 0.50" 0 800 Snow I ry mil' , 11 iT 8 3 0 8 3 0 / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5423# -- 2 8' 1.750" Wall N/A N/A 1.500" 5221# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 2166# 1031# 3257# 2 2087# 992# 3135# Design spans 8' 1.750' Product: 1- 3/4x11 -7/8 VERSA -LAM 2.0 3100 SP 3 ply Component Member Design has Passed 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 11039.'# 38167.'# 28% 4.07' Total load D +S Shear 4109.# 13622.# 30% 7.33' Total load D +S TL Deflection 0.0900" 0.4073" L/999+ 4.07' Total load D +S LL Deflection 0.0540" 0.2715" L/999+ 4.07' Total Toad S Control: Shear DOLs: Live =100% Snow =115% Roof = 125% Wind =160% Design assumes a repetitive member use increase in bending stress. 4 % Manufacturers installation guide MUST be consulted for multi -ply connection details and alternatives A + All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. Copynght (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. West Hatfield, Ma 01088 "Passing is defined as when the member, floor joist. oeam or girder, shown on this drawing meets applicable design cntena for Loads. Loading Conddions. and Spans listed on this sheet The design must be reviewed by a qualified des,gner or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications Key8uik1SlmctureT ` t2.310k WrightArtisian - Level 8 3 -15 -12 kmBeamEngine 4.509s Materials Database 1318 3:30pm 1 of 1 Member Data Description: CaIcB4 Member Type: Beam Application: Floor Comments: Beam D ® Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, 0240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Y : \WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 7.50" 311 732 Live Replacement Uniform (PLF) Top 1' 7.50" 7' 1.50" 311 732 Live Replacement Uniform (PLF) Top 7' 1.50" 8' 3.00" 311 732 Live i TI rr / / 8 3 0 8 3 0 / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.632" 4285# -- 2 8' 1.750" Wall N/A N/A 1.632" 4285# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 1304# 2981# 2 1304# 2981# Design spans 8' 1.750" Product: 1- 3/4x9 -112 VERSA -LAM 2.0 3100 SP 2 ply Component Member Design has Passed Design Checks.** Minimum 1.63" bearing required at bearing # 1 Minimum 1.63" 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 8726.'# 13958.'# 62% 4.07' Total Toad D +L Shear 3452.# 6317.# 54% 0.01' Total load D +L TL Deflection 0.2084" 0.4073" L/469 4.07' Total load D +L LL Deflection 0.1450" 0.2715" U674 4.07' Total load L Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademarks ollheir respective owners Michael Greaney r.k. Miles, Inc. fi `' Cop (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED West Hatfield, Ma 01088 "Passing is defined as when the member, floorjoist, beam or girder, shown on this drawing meets applicable design crdena for Loads, Loading Conditions, and Spans listed on this sheet The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications ■ KevBuild structureTAl2 310k WrightArtisian - Level 6 3 -15 -12 kmBeannEngine 4.509s Materials Database 1318 3:35pm 2 of 2 Actual Allowable Capacity Location Loading LL Deflection 0.1409" 0.3056" L/780 22.53' Odd Spans L TL Defl., Rt. - 0.0351" 0.2000" 2L/342 27.61' Odd Spans D +L LL Defl., Rt. - 0.0256" 0.2000" 2L/469 27.61' Odd Spans L DOLs: Live=100% Snovv =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 alternatives All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. � � ' Copyright (C)1987 -2011 by Keymarlr Enterprises. LLC. ALL RIGHTS RESERVED. West Hatfield, Ma 01088 "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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. KeyBuild Structure m2 310k WrightArtisian - Level 8 3 -15 -12 kmBeamEngme 4, 509s Materials Database 1318 3:43pm 1 of 1 Member Data Description: CaIcG7 Member Type: Girder Application: Floor Comments: Beam C Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L1240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Y: \WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 0.00" 59 208 Live Replacement Uniform (PLF) Top 0' 0.00" 6' 9.25" 15 40 Live Replacement Uniform (PLF) Top 3' 0.00" 7' 0.00" 59 208 Live Replacement Uniform (PLF) Top 6' 9.25" 9' 8.00" 15 40 Live Replacement Uniform (PLF) Top 7' 0.00" 9' 8.00" 105 280 Live I I l I I "' `. 'z k" g 4 `- >;f d, Vg O s 0 t z ogii. 9 8 0 �0 ®/ 9 8 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1518# -- 2 8' 10.750" Wall N/A NIA 1.500" 1718# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 394# 1124# 2 472# 1246# Design spans 8' 10.750" Product: 1- 3/4x11 -7/8 VERSA -LAM 2.0 3100 SP 2 ply Component Member Design has Passed Design Checks" Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3452.'# 21275.'# 16% 4.45' Total load D +L Shear 1271.# 7897.# 16% 8.01' Total load D +L TL Deflection 0.0507" 0.4448" L/999+ 4 45' Total load D +L LL Deflection 0.0373" 0.2965" L/999+ 4,45' Total load L Control: Positive Moment DOLs: Live =100% Snow= 115% Roof = 125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney , N bd r.k. Miles, Inc. ?. Copyright (C)1987 -2011 by Keymark Enterprises, LLD ALL RIGHTS RESERVED West Hatfield, Ma 01088 "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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications _1eyBuild StructureTM2.310k WrightArtisian - Level 6 5- 9 -12 kmBeamEngine 4.509s Materials Database 1318 9:27am 2 of 2 Control: Shear DOLs: Live =100% 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 alternatives All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. '� x `, Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. West Hatfield, Ma 01088 'Passing is defined as when the merger, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required fo approval. This design assumes product installation according to the manufacturer's specifications. . -1 . KeyBuiid Stmcturea*42.310k WrightArtisian - Level 6 5- 9 -12 knrBeamEngine 4.509s Materials Database 1318 9:27am 1 of 2 Member Data Description: CaIcB3 Member Type: Beam Application: Roof Comments: 0 Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: G :\WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 2.75" 335 495 Live Replacement Uniform (PLF) Top 2' 2.75" 4' 0.00" 335 495 Live Replacement Uniform (PLF) Top 4' 0.00" 4' 9.63" 591 1213 Live Replacement Uniform (PLF) Top 4' 9.63" 5' 8.75" 591 1213 Live Replacement Uniform (PLF) Top 5' 8.75" 6' 9.75" 591 1213 Live Replacement Uniform (PLF) Top 6' 9.75" 8' 9.63" 591 1213 Live Replacement Uniform (PLF) Top 8' 9.63" 10' 0.00" 629 1297 Live Replacement Uniform (PLF) Top 10' 0.00" 11' 1.75" 700 1487 Live Replacement Uniform (PLF) Top 11' 1.75" 13' 0.75" 316 843 Live Replacement Uniform (PLF) Top 13' 0.75" 14' 5.75" 316 843 Live Replacement Uniform (PLF) Top 14' 5.75" 19' 7.75" 316 843 Live Replacement Uniform (PLF) Top 19' 7.75" 19' 11.75" 727 1561 Live Replacement Uniform (PLF) Top 19' 11.75" 21' 0.75" 727 1561 Live Replacement Uniform (PLF) Top 21' 0.75" 26' 6.00" 727 1561 Live Replacement Uniform (PLF) Top 26' 6.00" 27' 10.00" 727 1561 Live Point (LBS) Top 11' 1.75" 1380 3111 Live Point (LBS) Top 19' 7.75" 1380 3111 Live • • r '� r r W • U W "- I I 9 7 0 9 7 0 8 8 0 7 0 0 ®/ 27 10 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3992# - 2 9' 2.375" Wall N/A N/A 5.087" 20029# - 3 18' 9.375" Wall N/A N/A 5.445" 21440# - 4 26' 10.250" Wall N/A N/A 1.954" 7692# -- Maximum Load Case Reactions Used for applying point loads (or fine loads) to carrying members Dead Live 1 1555# 2437# 2 6433# 13596# 3 6538# 14902# 4 2517# 5175# Design spans 9' 2.375" 9' 7.000" 8' 0.875" Product: 1 -3 /4x11 -7/8 VERSA -LAM 2.0 3100 SP 3 ply Component Member Design has Passed Design Checks*' Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12820.'# 33189.'# 38% 23.62' Total load D +L Negative Moment 15049.'# 33189.# 45% 18.78' Total load D +L Negative Unbrcd 15049.'# 33189.'# 45% 18.78' Total load D +L Shear 10813.# 11845.# 91% 18.79' Total load D +L TL Deflection 0.0886" 0.4036" L/999+ 23.22' Total load D +L LL Deflection 0.0588" 0.2691" L/999+ 23.22' Total load L All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. a . ; ,Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. West Hatfield, Ma 01088 "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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuildstrdotnreTN2310k WrightArtisian - Level 6 3 -15 -12 kmBearnEngine 4.509s Materials Database 1318 3:33pm 1 of 1 Member Data Description: CatcB3 Member Type: Beam Application: Floor Comments: Beam A Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC 1 IRC Dead Load: 0 PLF Deflection Criteria: L1360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Y: \WrightArt Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 10.00" 570 1437 Live Replacement Uniform (PLF) Top 0' 10.00" 1' 10.00" 683 1470 Live Replacement Uniform (PLF) Top 1' 10.00" 4' 10.00" 703 1522 Live Replacement Uniform (PLF) Top 4' 10.00" 8' 10.00" 703 1522 Live I re .y 11 �m / / 8 10 0 / O ® / 8 10 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 3.301" 8666# -- 2 7' 10.250" Wall N/A N/A 3.342" 8773# -- Maximum Load Case Reactions Used for applying point Toads (or line loads) to carrying members Dead Live 1 2757# 5909# 2 2803# 5970# Design spans 7' 10.250" Product: 1- 314x11 -718 VERSA -LAM 2.0 3100 SP 2 ply Component Member Design has Passed Design Checks. ** Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 17212.'# 21275.'# 80% 3.93' Total load D +L Shear 6561.# 7897.# 83 %n 7.07' Total load D +L TL Deflection 0.1956" 0.3927" U481 3.93' Total load D +L LL Deflection 0.1331" 0.2618" U708 3.93' Total load L Control: Shear DOLs: Live = 100% Snow = 115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademarks of their respective owners Michael Greaney f.` r.k. Miles, Inc. Copyright (C)1987 -2011 by Keymark Enterprises. LLC. ALL RIGHTS RESERVED. • West Hatfield, Ma 01088 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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes produd installation according to the manufacturers specifications Lot #1 ( #92) 6 -12 -12 af r Northampton. Ma. 3fc.,' /� 10:41 am // lofl xeyBeam ®4.507f kmBeamEngine 4.509s Materials Database 1318 • Member Data Description: Member Type: Beam Application: Roof StructRdge @Dormer Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total Snow Load: 40 PLF Deck Connection: Nailed Member Weight: 13.8 PLF Filename: KYB1 Other Loads . Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PSF) Top 0' 0.00" 13' 8.00" 17' 0.00" 15 40 Snow It m / 13 8 0 / 13 8 0 0/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Spruce- Pine -Fir 5.500" 4.113" 6118# -- 2 12' 10.750" Wall Spruce - Pine -Fir 5.500" 4.113" 6118# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 1733# 4385# 2 1733# 4385# Design spans 12' 10.750" Product: 1- 3/4x14 VERSA -LAM 2.0 3100 SP 2 ply Component Member Design has Passed Design Checks.** Connect members with 3 rows of 16d common nails at 12.0" oc Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19723.'# 33390.'# 59% 6.45' Total load D +S Shear 5011.# 10706.# 46% 0.01' Total load D +S Max. Reaction 6118.# 8181.# 74% 0' Total load D +S TL Deflection 0.3689" 0.6448" L/419 6.45' Total load D +S LL Deflection 0.2644" 0.4299" L/585 6.45' Total load S Control: Max. Reaction DO Ls: Live =100% Snow =115% Roof =125% Wind =160% ate All product names are trademarks of their respective owners k errn ffrt Copyright (C)1987 -2011 by Keymark Enterprises, LLC 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 design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 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: 92 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 4/26/12 Reason for Hook into City Sewer System Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5' deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: `P (VA 76 Note: If this availibility 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 specifications. Lu)cd2-0 John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner MUNICIPAL WATER AVAILABILITY APPLICATION Northampton 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: 92 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 4/26/12 Number of Type of Single Family Apart. Type of Private Units: Unit(s): Multi- family Ownership: Condo Rental (Applicant to fill ont the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No X Size of Water Main: 6 Material: Ductile Iron Age: 2012 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75 If done attach results Size of Service Connection 1" Copper Suggested Meter Size: / 141 k ees- via SP q c 5141y Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Contractor to Install utilities according to approved plan. • A corresponding water entr. e- e fee shall be paid prior to making any connection to the municipal water syst . Arr gements s • ins .11ation shall be made with the Northampton Water Department with a minimum of wO° da s • i icatio . • f 11 wo>Jk s 1 c nform to ort a� �c• • ater Department specifications. QQ s' _ David W. Sparks, Superintendent of Water Dept. Water Entry $200.00 Meter Radio $100.00 cc: Ned Huntley, Director # 193 . --' cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. \k'aiLl Application \ li.u.3i3 :,d`: I - • • _.• . I • •••••-• ......4. ) t/V14 . '...1 :3 IL.***" . . ....." . . oly # • . A t, ."' " . 1 1 • � . i _ _ 1�W 0 "I/11J- Q--o-i 9 a.® M ' a 1 • ' n 'o'd � rib 70 fb : - ..:v , -c , r ib J b" C1, 1 . . . . • . . . - -W- 4 a d s t 52481 r) . -e , i • Q 4 Ot a52�zD '0T4:IV 'c 0 'JZ z/1 9 U , as . D - PUz • I •A c_ 0711 0s. i 1 0 ag 154 C 104111 .-11,t1 04,40 -I- -ti A5)14t+ t. -uno _ aye . .003 fl 090I0 'sray *cz�utrtj .LO N \ in ad.ctun T _ �aa -r? ti r O! ��o'SN{ 2L :�i S i .. A •� T� vI� { Sty OLIL z JEN] ON:10 1 E :I O? N=Yi L d v c 3G 0 I t : f tii3LIIi'1Y[C7 � ^ E _ ` ii . FaidlLtrill TD'` -� Tg Q?Ii? k i ` lo _ i 1 I SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: ' ,� ) Not Applicaal 0 l� Name of License Holder : UV p (6 - h / I vV $ V i 40 b le , t Z� � License Number f b • K-tt iv 0 frni-p 4 Avsy 3 ficia Address Expiration Date Signature (Telep one 9. Registered Home Improvement Contractor: Not Applicable ❑ ( 61 4 . r Itl i i / g a& /o1 93' Company Name Registration Number B a r s S - r N o 1 41^ e t t s r / Mk l a - t a / / k " Expiration Date / '%' Telephone qb " SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. 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 ❑ 11. - Home Owner Exemption 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 SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) • New House IRI Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding [0] Other [0] Brief Description of Proposed N /►► H - 9 - : / � �� n p _ Work: N eeN ' f l v � ( T i�1 G V GA , e di61/- Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family ?C Two Family Other �Q b. Number of rooms in each family unit: I Number of Bathrooms a ' V U', Q��8krw- c. Is there a garage attached? t ie . j% d. Proposed Square footage of new construction. ,Sp 1 9m Dimensions -Sea f (APq e. Number of stories? (� a f. Method of heating? bd I( Fireplaces orb tie Number of each g. Energy Conservation Compliance. V Masscheck Energy Compliance form attached? L ie f h. Type of construction S B 1. Is construction within 100 ft. of wetlands? Yes )( No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade D k. Will building conform to the Building and Zoning regulations? x Yes No . I. Septic Tank City Sewer X Private well City water Supply , ' , J frelitVP SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN f4—i I /A v a Ali , N b OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 4 "/ P Mi -6 Wile/e1)- 1, t 1.{ ('g -14-( utt,pE7 f / NIARv- La W � , as Owner of the subject property �,, �j / .. / hereby authorize (API G n < DUi'voe-' -->, to act on my behalf, in all matters relative to work autho . zed by this building permit application. Signature of O ne r Date 1 W ( G ft'f 8/1 / ("1> , as OwnerrAuthorized 1 Agent ereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. le Print Name 2577/ ' Y2 ✓/tJ i / 5 �6 / ,/— Z. Signature of Owner /Agent Date r Wi'f /ice 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 • oy Building Departmen Lot Size Frontage Setbacks Front Side L: R: L: R Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking S . . es Fill +lume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES '4,4 ( GQ f t 6' ' p...te,t l) IF YES, date issued: ke4C1 Q (J IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW 0 YES ► e IF YES: enter Book /0? p 0 Page Y71 and /or Document # r 0 ' 1 9 B. Does the site contain a brook, body of water or wetlands? NO k:1 DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO 4�� IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ► 4 NO 0 IF YES, describe size, type and location: N Ul ba 6 LN P R.a�/ We' e' -nJ w /itiVSe NV B Coi�iJtM,, ° bitrVe- E. Will the construction activity disturb (clearing, grading, e cavation, or filling) over 1 acre or is it part of a common plan eN'.Li that will disturb over 1 acre? YES Q NO � � ` o tf et4 �,p A � 1 r IF YES, then a Northampton Storm Water Management Permit from the DPW is required. ° v [ r F - '"F P City of Northampton Status of Permit: Department use only i : Building Department Curb Cut/Driveway Permit NAY 2 1 2012 i 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability L - orthampton, MA 01060 Two Sets of Structural Plans is DEi- Oc BUILG,N : :; cCTION$ NORTHAMPION MA 4 3- 587 -1240 Fax 413- 587 -1272 Piot/Site Plans Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION I 1 B'D � , V t LA 6 E ` ' c.- 1.1 Property Address: l d D This section to be completed by office 0(„A-!IV ' t)e,- bAl ve Map f t/ Lot (1 Unit IV ti j # r1L � N, M k Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: IN 1 Orr ■tii Lit) el /M A Cab W ` tr Bfrit=c sr. No prAh4.A4 °N Name (Print) Current Mailing Address: / p ti ps^ . Telephone Signature b 6 a O l 2.2 Authorized Agent: IN Al G-ii - r&vi ( g) 1 C- - 84 u Z "u, 'ft BPrre Sr /v o -M i ?tro Name (Pr Current Mailing Address: i�/- -7/ a- silo —n-g9 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 1 i ' a t 7 6 b, -- (a) Building Permit Fee 2. Electrical t - 71 t . (b) Estimated Total Cost of 1 c Construction from (6) 3. Plumbing riAei TO _ Building Permit Fee 4. Mechanical (HVAC) J.'/ , Or/ ...- 5. Fire Protection // � 6. Total = (1 + 2 + 3 + 4 + 5) t r 1 • 1 10105 - V 5 di 0 Check Number V d al/L/1 /rl� > b This Section For Official Use Only b Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2012 -1023 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) PROPERTY LOCATION 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL MAP 31c PARCEL 037 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ' Fee Paid 4090 5 Typeof Construction: CONSTRUCT SFH W /ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 84280 e , 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IlyFMATION PRESENTED: �v 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 Peunit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management /A i - i r- Si; • rof C ildi g efficia 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 strict standards of MGL 40A. Contact Office of Planning & Development for more information. 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL BP- 2012 -1023 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c - 037 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit # BP- 2012 -1023 Project # JS- 2012- 001763 Est. Cost: $266354.00 Fee: $860.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 8412.00 Owner: HOSPITAL HILL DEVELOPMENT LLC C/O MASSDEVELOPMENT Zoning: PV Applicant: WRIGHT BUILDERS AT: 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:6/14/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT SFH W /ATT GARAGE /PORCH 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 Occupancy Signature: FeeType: Date Paid: Amount: Building 6/14/2012 0:00:00 $860.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner U, O io 01 O IA a m r q I il a k -k I --c L h — g 1, 1- ..04:mot 1 •_, !IQ 1 M o 2 H I r , U'� II Z cn Ip_42 ti W L i i „ F � fn g PC P s - W 20 400' ..`4_ fi-ii N ' mama - Tvb JO KU OL 'CM MIMI ELISIIDNOO 10i � 5a: (saxvn) sIMIvn : U I a. (6,. I. U a a w dM .a 1 �" P " s I F i i °` q o co 6 a :IF , i ji li 111 1 1„_... iv r- g " 4 ' 1 . I , Go /. , i 1 g E a 1 1 Ts - It H' ._. 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To ce 0 p 0 O mom' a s ,� �(� g H 0 0 C = d fl ; 8 I h h I 4 ~ R 8 € ' ' J 1 11 1 1 1 1 1 J h e P C •p 1°Ba '2 11! ms's 3 ag - - 0 a a a u. . . 2 .-o c w a '�i Z'a' a ffi,c a v v 11 . a° N a jjLij JNNW, -m 63 .-...0.. O .....,,,,§ .„. >,„, 1 # •• wpm SS i Eg C C p S. C c.mw > > �J -00w o ^ I II jq g =o= Eti Milli Q j j - 5' d� '� m = - =N N O 1 G V W Z� 1 � c� Al M2 z c E E 2 a W .- 2 1 22 z c m1- y p L ti u. E r E z =—.� � 0 m •v� � y y O E 2 � —• �� F m mNLL V 3 - W A W V ch cm cV 0 0 3 0 c 0 , \/0 5NVid Planning - Decision City of Northampton Hearing No.: PLN -2012 -0022 Date. April 19, 2012 6. Draft Declaration of Open Space/Conservation Area restrictions. In approving the site plan, the Board determined that all the criteria in section 11 and criteria for the special permit originally adopted for the Planned Village, including design guidelines had been met. 1. The requested use protects adjoining premises against seriously detrimental uses. The new lots are part of the build -out of the state hospital and are consistent with those plans. 2. The requested use will not have an effect on convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, roads in the area. As part of the overall redevelopment of the state hospital, traffic mitigation will be made as previously required in the special permit for the village. 3. The requested use will have no effect on the relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area. 4. The requested use will not have an impact on city resources. 5. The requested use meets any special regulations set forth in the Zoning Ordinance in section 350 -11 COULD NOT DEROGATE BECAUSE !FILING DEADLINE MAILING DATE HEARING CONTINUED DATE DECISION DRAFT BY APPEAL DATE ' 3/1/2012 3/15/2012 4 /12/2012 4/26/2012 REFERRALS IN DATE HEARING DEADLINE DATE HEARING CLOSE DATE FINAL SIGNING BY APPEAL DEADLINE 3/8/2012 5/3/2012 4/12/2012 4/26/2012 5/9/2012 FIRST ADVERTISING DATE HEARING DATE ' VOTING DATE DECISION DATE. 3/8/2012 3/22/2012 4 /12/2012 4/19/2012 SECOND ADVERTISING DATE HEARING TIME VOTING DEADLINE DECISION DEADLINE 3/15/2012 7/11/2012 7/11/2012 - MEMBERS PRESENT VOTE Andrew Weir votes to Grant Debin Bruce votes to Grant Marilyn Richards votes to Grant Katharine G. Baker votes to Grant Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Ineligible to Vote Francis Johnson votes to Grant MOTION MADE BY SECONDED BY VOTE COUNT DECISION Debin Bruce Marilyn Richards 7 -0 Approved with Conditions MINUTES OF MEETING Available in the Office of Planning & Development. 1, Carolyn Misch, as agent to the Planning Board, 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 City Clerk on the date shown above. I certify that a copy of this decision has been mailed to the Owner and Applicant. ,1:: _ I r < Notice of Appeal An appeal from 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 date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. May 10, 2012 1, Wendy Mazza, City Clerk of the City of Northampton,hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on April 19, 2012 that twenty days have elapsed since, such filing and that no appeal has been filed in this matter. Attest! %yl City Clerk 111 City of Northampton GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc. e. i a : EAMPSECEIB PlIA4jA4'. �( I 1 MI Planning - Decision City of Northampton 1111 11IIiIII _ _ ll ll it 11:111 Hearing No.: PLN 2092 0022 Date 19, 2012 � '� '01.� 00010417 APPLICATION TYPE Bh: 10900Pg: 271 Page: 1 of 2 SUBMISSION DATE PB Major Site Plan 2/28/2012 Recorded: 05/10/2012 10:58 AM Applicant's Name: Owner's Name: NAME NAME WRIGHT BUILDERS HOSPITAL HiLL DEVELOPMENT LLC C/O MA IADDRESS ADDRESS 48 Bates St 1350 Main St, Suite 1110 TOWN STATE ZIP CODE TOWN STATE ZIP CODE NORTHAMPTON MA 01060 SPRINGFIELD MA 01103 PHONE NO FAX NO PHONE NO FAX NO (413) 586 -8287 (116) (413) 587 -9276 EMAIL ADDRESS EMAIL ADDRESS Site Information: Surveyor's Name: STREET NO. SITE ZONING COMPANY NAME PRINCE ST PV(69) /RR(35) /FFR(35)/WP(24) /SG b(1) /SG a TOWN ACTION TAKEN ADDRESS NORTHAMTPON MA 01060 Approved With Conditions MAP BLOCK LOT MAP DATE SECTION OF BYLAW 31C 017 001 Chpt. 350- 11: Site Plan Approval TOWN STATE ZIP CODE Book Page 6925 302 PHONE NO FAX NO EMAIL ADDRESS NATURE OF PROPOSED WORK Construction of six single family homes. Site located at Ford Crossing & Olander. HARDSHIP CONDITION OF APPROVAL 1) 1. The 8' wide bike/ped walk from Ford Crossing to Moser Street shall be constructed prior to the issuance of the 5th building permit for the site. Or escrow in the amount of the cost for construction be posted in form suitable to Office of Planning and Development. 2. Prior to completion of the 6 house lots a Conservation Restriction shall be recorded for Beech Tree Park as defined by MGL 184 -31( and further specified in the submission by MassDevelopment with this project.) 3. Prior to issuance of a building permit for any lot, a public access sign should be posted at the sidewalk entrance south of the site at the Olander Sidewalk and at Ford Crossing to indicate entrance to the proposed park. 4. All sidewalk and trail links abutting this property shall have a public access easement recorded and held by the city on terms acceptable by the city. The easement shall be recorded prior to issuance of the 5th building permit. 5. Sidewalks and bike/ped connections shall be of cement concrete. NDINGS The Planning Board approved the site plan for the six new single family homes based on the following plans and items submitted. Completion of conditions 1 and 2 herein shall constitute compliance with any site plan requirements for the Beech Tree Park as specified under the Planned Village Special Permit condition #27 amended in 2009 (for construction /build -out of lots). 1. "Beechwood at Village Hill" Dated February 24, 2012, Revisions April 11, 2012 by The Berkshire Design Group, Inc, Sheets L1, L2, L3, L4, L5. 2. Village Hill Beechwood Exterior Elevations, by Wright Builders. Dated 2/27 /2012, Sheets Montague Farmhouse Parkside A3 & A4. Sheets Artisan Cottage Parkside A3 & A4. ;. Nyoplasf Drain Detail 8 L5, Sanitary Cleanout Detail 9 L5. Dated 4/5/2012. f. Lighting Detail r. `Beech Tree Park ", Prepared by Beals and Thomas, Inc. for MassDevelopment, Dated 4/4/2012. ieoTMSO 2012 Des Lauriers Municipal Solutions, Inc. 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: 92 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 4/26/12 Reason for Hook into City Sewer System Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 1/2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: 7I y ,4 7- Note: If this availibilitv 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 specifications. • 6 A, )-LfLoi . John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner MUNICIPAL WATER AVAILABILITY APPLICATION Northampton 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: 92 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 4/26/12 Number of Type of . Single Family Apart. Type of Private Units: Unit(s): Multi- family Ownership: Condo Rental (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No X Size of Water Main: 6 Material: Ductile Iron Age: 2012 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75 If done attach results Size of Service Connection 1" Copper Suggested Meter Size: fLi G Pte SP�4R-ISr d ti 514 IY Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Contractor to Install utilities according to approved plan. • A corresponding water entr. e e fee shall be paid prior to making any connection to the municipal water yst Arr gements s • ins .Nation shall be made with the Northampton Water Department with a minimum of w!' : da s • i cation. • 11 wo s . 1 c inform to . • o r . i! !�4• • ater Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry $200.00 Meter Radio $100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. srnbt \adrninTermits`:Water Applicatioi\Waier :��ailal.i)itti.doc ... _ I I .... _ . . 1 0 1 I ' I i ,, \ ---- 1 l lw ri ? ,k ..4 71: r - y . 7 11_) ;, ti • ' i i 1 , i ‘I ] I i .------ ' 1 1 i I ; 1 ('- I I \I -4 1 (149 M»1 ) fi - 1 ' 7 7 r8 1:217 Z / Z. ,( 7.- / 1 i ,_-..-- •--i 3 ir'i,L,7,9d -t-1,7 • - )2 .;-/.;.- , H ... „.:„........„ i ) I 1 1 I I ) -, , ....._ _ i ., • 717-1) Q cf t o-e f s-ou,:)...-13a. ,-:, : ! (,,, 2 .:i. o-e ' -, =45 - -.=•:, ,- , - D 'D::, ' Z/T. d Qe. /.) - ) - t - 419s oc, •:-.) - P' A cL 17 .-- krb 1 1 , i I " 1 ) ) , - ,-1 ).) . -1- cyc` :'''-' • '' f, 1 :t. i 1 -,...,■ ---.... C- <-.=, 1 OD010 •r:`..rieyj 4 :-TS*47...:1:7T:„:: -. ,2,,,z TyziEr e:.:7...7,3 . ..-,,,,,;,,,..-..--.: s. -....:- 71-i ,7,7 0'1,...,2072 7:7 .„2:,0 7 ! ': ;,' , -,..",.. .,.* 7: ci• tinj..7):37!7-;t4i 1 •=13---- /.;?„77.- r----1.. 'I , '-'. . ---#..-:::. i -- - ''''-, -- - -' —, • -'- - -- - ' - - - 11:71 Et 1: r,."*.f...T T TU:1 '.- 1 rIr 1 1 SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applica le 0 Name of License Holder : � � ( 61-1" B V iut4m- /,eb 5 �`f License Number to e - tt 5 f - ') 1 o PTt# N � f K 3 / 1//3 Address Expiration Date r c -. Sgb —g � Signature 'felep one 9. Registered Home Improvement Contractor: Not Applicable ❑ [A / g o 1 o frt 422- U-- 1 0 ! S 3 G. Company Name Registration // Number ea�S $-1`. (V0 (�r�rq✓►4 eto f , M� � /i— Address Expiration Date .7 ---� / Telephone — SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. 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 s No ❑ 11. Home Owner Exemption 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 SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House X Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors 0 Accessory Bldg. n Demolition ❑ New Signs [D] Decks [Q Siding [D] Other [0] Brief Description of Proposed {t r Vi h -- U v _' 1 1 Work: �j�" ���J> V " ` ' " D J � Alteration of existing bedroom Yes No Adding new bedroom Yes No 604 Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family X Two Family Other /Q b. Number of rooms in each family unit: 7 Number of Bathrooms 'wi' (/ d " v ' c. Is there a garage attached? I e S , Y d. Proposed Square footage of new construction. ..se i" e / "e S Dimensions -aVk f Lti- e. Number of stories? a �,/ ,� f. Method of heating? C.4 Fireplaces ( (g . Number of each I g. Energy Conservation Compliance. ,V Masscheck Energy Compliance form attached? t ier h. Type of construction C e 1. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes x No j. Depth of basement or cellar floor below finished grade b k. Will building conform to the Building and Zoning regulations? x Yes No . `ft'mliall. 1� >— Tr'� I. Septic Tank City Sewer X Private well City water Supply ' Aity' SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN i"LVASV ( M A .-- I" CAP C OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT D IQ -it4 t petaiNtkow I, V V I e()1 LD / MAR L� W �(/ , as Owner of the subject property U �O,, � D b ll/ ,.LC ,/ hereby authorize " ` Ui T-C to act g my behalf, in all matters relative to work authorized by this building ermit application .VC- T a/p. nature of Owner > a te I, I N i 1' PI/ ; upe , as OwnerrAuthorized 1 Agent ereby declare that the statements and information on the foregoing applicatiorl are true and accurate, to the best o{ my knowledge and belief. Signed under the pains and penalties of perjury. / 737 2 Print Name ' �.J l Signature of wner /Agent Date / Pt,we Yev Pri-r - AAPA-ov ee ei'ori t ill 911 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 i • oy Building Departmen Lot Size Frontage Setbacks Front Side L: R: L: R• Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking S . es Fill• lume & Location) t _ A. Has a Special Permit /Variance /Finding ever been issued for /on the site? ` NO 0 DON'T KNOW 0 YES 0 ( C I ti 6+ ( D ' Q tt°,-0(1.�i^1) IF YES, date issued:, o 1 1 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES CO IF YES: enter Book ' f D D b Page c rii and /or Document # 0 �F 1 9 B. Does the site contain a brook, body of water or wetlands? NO ►®1 DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO °4 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 IF YES, describe size, type and location: u Aree.41 (kelp 6 (POI; 19VA -- bLiv ' E. Will the construction activity disturb (clearing, grading, e cavation, or filling) over 1 acre or is it part of a common plan el►Li . that will disturb over 1 acre? YES ® NO "rp Pe eti et'( j IF YES, then a Northampton Storm Water Management Permit from the DPW is required. UNkfr,. ON Department use onf� r .‹..\\ 1 / --\1 C of Northampton Status of Permit: crag But fling Department Curb Cut/Driveway Permit C� \ t� 21 • Main Street Sewer /Septic Availability (t 'o 100 Water/WellAvailability \cl, ktix • rthampton, MA 01060 Two Sets of Structural Plans of wi. :� e 413- 587 -1240 Fax 413- 587 -1272 Plot/Site Plans OF3Noe Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY / DWELLING SECTION 1 - SITE INFORMATION W / 1 t1 j' , ItiuAtw 1► ' c L. 1.1 Property Address: , This section to be completed by office l ). o t-A-m {V � E .}� d{�(1/ E Map Lot Unit bR-1 ? '' P , "t Mk Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: �l! p! Orr e')( vb /N' A-P4 - w> (N BAS s7 No e T AA4vi proN l ame (Print) Current Mailing Address: 5-71 ‘..... / p � j Telephone 6 J Signature 2.2 Authorized Agent: IN P Gltreevi L4 e.fx fLo eeelo- Bti 2 z t, ¥8 BA S1, N 0 42 -frA , A4 " 1i Name (Pri Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building T 5 oo (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) f YC, 00 0 • - Check Number I{oyo S4,3 3 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2012 -1024 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) PROPERTY LOCATION 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL MAP 31c PARCEL 037 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid GI 4,335 JJ��// Typeof Construction: CONSTRUCT SFH W /ATT GARAGE/PORCH - *FOUNDATION ONLY* New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 84280 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF RMATION 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 Demolition Delay AAA:, isAve G ?,011.4i0 0 1 0?" — 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 strict standards of MGL 40A. Contact Office of Planning & Development for more information. 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL BP- 2012 -1024 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c - 037 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: FOUNDATION BUILDING PERMIT Permit # BP- 2012 -1024 Project # JS- 2012- 001763 Est. Cost: $0.00 Fee: $333.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 8412.00 Owner: HOSPITAL HILL DEVELOPMENT LLC C/O MASSDEVELOPMENT Zoning: PV Applicant: WRIGHT BUILDERS AT: 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:5/25/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT SFH W /ATT GARAGE /PORCH - *FOUNDATION ONLY* 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 Occupancy Signature: FeeType: Date Paid: Amount: Building 5/25/2012 0:00:00 $333.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 269 280 169.0 0.036 631 10.3 8x 8 ShMt rt1 rb2 Ox0 202 285 161.0 0.038 642 9.2 8x 8 ShMt ill rb3 Ox0 250 192 105.0 0.058 750 9.1 8x 6 ShMt rt1 rb4 Ox 0 141 121 190.0 0.032 633 8.3 8x 4 ShMt rt2 rb5 Ox 0 203 136 147.0 0.042 610 9.1 8x 6 ShMt rt2 rb6 Ox 0 135 187 203.0 0.030 840 8.3 8x 4 ShMt rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 721 757 0.036 620 14.9 8 x 22 ShtMetl rt2 Peak AVF 479 443 0.030 616 13.3 8 x 14 ShtMetl ^' wrightsoft' Right- Suite® Universal 7.1.23 RSU10010 2012- Aug -13 20:26:17 AC, K ... \Drew\Dowments \Wrightsoft I- IVAC\wright Beech Load Calcfin.rup Calc = MJ8 Orientation = N Page 2 POWERS AIR Duct System Summary Job: Lot 1 Beech y Date: Aug 13, 2012 H ` T q C Entire House By: V 1� Powers Air Email: powersair @comcast.net Project Information For: Wright Beechwood Bauer I Heating Cooling External static pressure 0.14 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.14 in H2O 0 in H2O Supply / return available pressure 0.08 / 0.06 in H2O 0.00 / 0.00 in H2O Lowest friction rate 0.030 in /100ft 0 in /100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 463 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk half bath h 1431 65 19 0.033 6.2 8x 4 ShMt 40.0 195.0 st2 hallway h 586 27 8 0.039 4.3 8x 4 ShMt 26.0 175.0 st2 Mbath h 1005 46 14 0.030 5.5 8x4 ShMt 35.0 225.0 st2 Mbed h 2534 116 89 0.036 7.5 8x4 ShMt 42.0 175.0 st2 kitchen c 2408 110 258 0.039 7.3 8x 6 ShMt 22.0 180.0 st2 dining h 2421 110 97 0.054 6.8 8x4 ShMt 10.0 135.0 st1 Living c 2353 107 177 0.036 7.4 8x4 ShMt 31.0 190.0 st2 entry h 3059 140 95 0.044 7.8 8x4 ShMt 14.0 165.0 st1 bed 2 h 3310 151 121 0.035 8.4 8x 4 ShMt 17.0 210.0 st3 storage h 1151 52 14 0.034 5.7 8x 4 ShMt 33.0 200.0 st3 landing h 3083 141 121 0.039 8.0 8x 4 ShMt 46.0 155.0 st3 2nd flo bath c 316 14 70 0.034 3.5 8x 4 ShMt 43.0 185.0 st3 bed 3 h 2650 121 116 0.033 7.8 8x 4 ShMt 45.0 195.0 st3 Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 250 192 0.044 750 9.7 8 x 6 ShtMetl st2 Peak AVF 471 566 0.030 636 13.2 8 x 16 ShtMetl st3 Peak AVF 479 443 0.033 616 13.1 8 x 14 ShtMetl Bold/italic values have been manually ovenidden .. - - rid - wrightsoft" Right - Suite® Universal 7.1.23 RSU10010 2012 - Aug -13 20:26:17 AcCt ...\Drew\ Documents \Wrightsoft HVAC \wright Beech Load Calcfin.rup Calc = MJB Orientation = N Page 1 Level 2 4zdin hAlf bath I _ halfway ©i4 cfm k RChen dining 12cf126ctm _ _ __ _ lath f / 124 cfr _ I i 1/ V 1 3 2 / 135 cfm 19 cfm entry Li ng © 70 cfm Mbed © 52 cfm 88 cfm Job #: Lot 1 Beech Powers Air Scale: 1 : 145 Performed for: Page 1 Wright Beechwood Bauer Right - Suite® Universal 7.1.23 RSU10010 2012 - Aug -13 20:26:28 powersair @comcast.net ...0 \wright Beech Load Calc fin.rup Level 1 st4 cfm y 2 cfm i� 88 cf 1 •ing ~ cf. :4 dm u � 72 cfr 2 � 9 , dm 6' cfm 2nd flo bath II •d3 II !I cfm Job #: Lot 1 Beech Scale: 1 : 145 Performed for: Powers Air Page 2 Wright Beechwood Bauer Right - Suite® Universal 7.1.23 RSU10010 2012 - Aug -13 20:26:28 powersair @comcast.net ...C\wright Beech Load Calc fin.rup Entire House d 2110 26307 13853 1200 1200 Other equip loads 0 0 Equip. @ 0.92 RSM 12744 Latent cooling 3524 TOTALS 2110 26307 16268 1200 1200 p6- R60 6 // .:g / (/1,,, A s' _ co-A C-7/ XeiTc: g 14(‘-s Si z ecA -- 6 , R FolD le ei Bo/d'rtalic values have been manually overridden Printout certified byACCA to meet all requirements of Manual J 8th Ed. �, � wrightsoft Right - Suite® Universal 7.1.23 RSU10010 2012- Aug -13 20:26:15 AC ...\Drew\Documents \Wrightsoft WAG Weight Beech Load Calcfin.rup Calc= MJ8 Orientation = N Page 2 r POWERS AIR Load Short Form Job: Lot 1 Beech Date: Aug 13, 2012 HVAC Powers Air By: Email: powersair @comcast.net Project Information For: Wright Beechwood Bauer Design Information Htg Clg Infiltration Outside db ( °F) -5 87 Method Simplified Inside db ( °F) 68 75 Construction quality Tight Design TD ( °F) 73 12 Fireplaces 1 (Average) Daily range - M Inside humidity ( %) 50 50 Moisture difference (gr/lb) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 96AFUE Efficiency 14.5 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.046 cfm /Btuh Air flow factor 0.087 cfm /Btuh Static pressure 0.14 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft (Btuh) (Btuh) (cfm) (cfm) half bath 80 1431 214 65 19 hallway 70 586 98 27 8 Mbath 120 1005 167 46 14 Mbed 238 2534 1026 116 89 kitchen 255 2408 2982 110 258 dining 143 2421 1121 110 97 Living 216 2353 2043 107 177 entry 182 3059 1091 140 95 bed 2 198 3310 1402 151 121 storage 100 1151 162 52 14 landing 204 3083 1391 141 121 2nd flo bath 100 316 812 14 70 bed 3 204 2650 1342 121 116 Bodrrtalic values have been manually ovenidden Printout certified byACCA to meet all requirements of Manual J 8th Ed. -P- wrightsoft' Right - Suite® Universal 7.123 RSU10010 2012- Aug -13 20:26:15 ACCA ...\DrewDocuments \Wrightsotl HVAC\wright Beech Load Caic fin.rup Calc = MJ8 Orientation = N Page 1 INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes No ❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee drips not haves the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waiw+athis requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxD, I hereby certify that all of the details and information I have submitted (or entered) regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and Installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the Gen I Laws. Duct inspection required prior to insulation installation: YES NO Prngr/lee ins/tact nate. Comments Fjngi Inepaction Date (' nip Ty of License: By Master Title ❑ Master - Restricted City/Town ❑Journeyperson Signature of Licensee Permit # 57/ 0Jou rneyperson- Restricted License Number: Fee $ Check at www macc gnv /dipt Inspector Signature of Permit Approval 5 P i — Commonwealth of Massachusetts City Of Northampton '`J' 4 20 { i f 1 + DE <F su Date: hORT "ECti t • Z Sheet Metal Permit `' _"— 0 Permit # Estimated Job Cost: $ 3 t 20 Permit Fee: $ c . 3 — t Plans Submitted: YES ( NO Plans Reviewed: YES NO Business License # Applicant License # 5/I — /3 g Business Information: Property Ow ner / Job Location Information`) 4 N ame 01^/Ia,S A a tt. Name: 'v /R t 61-H v. l i 7 Street: b G 1 )$L Street: • r 1 1 &GN1f0a• ir City /Town: C(, „/ h/qi 4 0/ 3'1 1 City /Town: N p20NAM prAa Telephone: ii 3 - .53 1 - 1 Z Telephone: ,57,3G - 8 28' Photo I.D. required / Copy of Photo I.D. attached: YES NO Staff Initial J -1 /0-unrestricted license J -2 / M -2- restricted to dwellings 3- stories or less and commercial up to 10,000 sq. ft. / 2- stories or less li Residential: 1 -2 family V Multi- family Condo / Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other al Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: / Renovation: HVAC V Metal Watershed Roofing Kitchen Exhaust System / Metal Chimney / Vents Air Balancing Provide detailed description of work to be done: ,4' v 4A r./4n'6 alo 4 dZ ovC 11 4 -et /�.� SyS1 Fees with Building Permit: $25.00 Residential, $50.00 Commercial. Fees for jobs without a Building Permit $6.00 per $1000 Minimum fees for jobs without Building Permit $50.00 Residential, $100.00 Commercial File # SM- 2013 -0008 APPLICANT /CONTACT PERSON POWERS AIR ADDRESS/PHONE 68 HAMILTON DR (413) 539 -7032 PROPERTY LOCATION 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL MAP 31c PARCEL 037 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 5 a V Od-6 Building Permit Filled out Fee Paid Typeof Construction:_NEW HEATING,COLLING & ZONE WARM AIR SYS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 504 3 sets of Plans / Plot Plan THE F�ING ACTION HAS BEEN TAKEN ON THIS 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 .. 1 Street Co 's- Permit DPW Storm Water Management Signa o 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 strict standards of MGL 40A. Contact the Office of Planning & Development for more information. 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAG SM- 2013 -0008 COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON I GIS #: 12135 go at " nraP ro ry Map: 31c Look: 037 \ SHEETMETAL PERMIT Permit: SHEETMETAL , Category: SHEETMETAL jPermit # SM- 2013 -0008 PERMISSION IS HEREBY GRANTED TO: Project # JS- 2012- 001763 Est. Cost: Contractor: License: Expires: Fee Charged: $25.00 POWERS AIR Sheetmetal - 504 02/28/2014 Balance Due: $.00 Owner: HOSPITAL HILL DEVELOPMENT LLC C/O MASSDEVELOPMENT I# of Fixtures: Applicant: POWERS AIR DigSafe # _AT: 92 OLANDER DR - LOT 1 - BEECHWOOD VILLAGE HILL UseGroup ConstClass ISSUED ON: 16- Aug -2012 AMENDED ON: EXPIRES ON: TO PERFORM THE FOLLOWING WORK: NEW HEATING,CObLING & ZONE WARM AIR SYS THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fixtures: Floor: Type: # of Fixtures Floor: Type: # of Fixtures Fee Type: Receipt No: Date Paid: Check No: Amount: Sheetmetal REC 2013 000625 14 Aug - 12 3285 $25.00 212 Main Street, Phone:(413) 587 -1240, Fax:(413) 587 -1272, Email :lhasbrouck ®northamptonma.gov GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc.