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38A-116 (3) ( 'j ( PROLrNee i 1 D �'' . HUNG ) Aluminum EnduraClad" Exterior Double -Hung Design Data 0 Vent Units 1 �� y a� `y �, y�xa j�� CI s J Net`i 4j ib��IFi' erforniai a ✓, '11,114ittI Hfri ht ✓k , Ct1 58 fi y Class ' ' r i .,(inches} {inches) '" y; �' de- r+�'" *I � 4 7w1Y " lr� f" 4 2135 17 -13/16 14 -1/4 1.8 12 5.1 R50 2141 17 -13/16 17.1/4 2.1 3.9 6.0 850 2147 17 -13/16 20 -1/4 2.5 4.5 6.9 R50 'Y' 18: 2153 17-13/16 - 23 - 1/4 2.9 5.2, , 7,7'= R50 2157 17 25 3.1 5.6 8.3 R40 /R50 .. r 2159 17 - 13/16 , 26 - 1/4 3.2 5.9 6.6' . R40 /R50 2165 17 - 13/16 29 - 1/4 3.6 6.5 9.5 R40 /R50 2171 17 32-1/4 , 4.0 7.2 . 10.4; R30 2535 21 - 13/16 14 - 1/4 2.2 4.0 6.1 R50 2541 21 - 13/16 17 - 1/4 2,6 4.8 7.1, R50 ., 2547 21 - 13/16 20 - 1/4 3.1 5.7 8.2 R50 2553, 21 - 13/16 23.1/4 3,5 , 6.5 9.2 R50 2557 21 13/16 25 - 1/4 3.8 7.0 9.9 R40 /R50 2559 , 21 -13/16 26 - 1/4 4.0 ',7.3. 10.2', . '-R40/R50 „ � 2565 21 - 13/16 29 - 1/4 4.4 8.2 11.3 R40 /R50 2571 21 13/16 =`32.1/4 4.9 9.0 , 12.3'' R30 1 2935 25 - 13/16 14 - 1/4 2.6 4.8 7.0 R50 - 941 25-13/16 17 - 1/4 . 3,1 5,8 8.3 R5i1 ° . 2947 25 - 13/16 20 - 1/4 3.6 6.8 9.5 R50 , ,,,r. 2953 25 '23.1/4 - 4.2 7.8 10.7 R50 2957 25 - 13/16 25 - 1/4 4.5 8.4 11.5 R40 /R50 2959. 25 13/16" 26 - 1/4 , ;' 8.8 11.9 R4G/R50 . - t74 - (S W 1:A# 2965 El 25 - 13/16 29 - 1/4 5.2 9.8 13.1 R40 /R50 _ 29 „1 e 1 25 32 - 1/4' _ 5.8 10.8 14.3 R30 3335 29 13/16 14 - 1/4 3.0 5.6 8.0 R50 0e1)(h( ` 3341 29 13/16 17 -1/4 3.6 6.7 ,9.4 ' 150 /n1 3347 29 - 13/16 20 - 1/4 4.2 7.9 10.8 H - R50 k 4 -- 1-" 0 . 3353. 29 » 13/16 23.1/4 4.8 9.1 12.1', , . R40/R50 IA - 3357 El 29 - 13/16 25 - 1/4 5.2 9.9 13.1 R40/R50 e_ 3359 E1 29 - 13/16 26 - 1/4 . 5.4 10.2 13,5', R40/R50 3365 E 29 - 13/16 29 - 1/4 6.1 11.4 14.9 R35 /R50 3371 E 29 13/16 32 - 1/4 6,7 12.6 16.3 R30 3377 E 29 - 13/16 35 - 1/4 7.3 13.7 17.6 R30 3735 ' .433. 13/16 1 14.1/4 3.3 6.4 9.0 R35/R50 3741 33 -13/16 17 -1/4 4.1 7.7 10.5 R35/R50 Miscellaneous Formulas (Equal Sash Only) 3747 33.13/16 ,20.1/4 4 .. ' 12,1'' F13 1850 m , � , , 1 c 3753 3313/16 231/4 5.5 10.4 13.6 R35/R , 1 rt � iFP1t , 3757 E 33-13/16 25 -1/4 5.9 11.3 14.6 R35/R50 ,; , Vb'd[" ,-- Frame - 5" 3759 E 33 26 - 1/4 6.2 11.7 15.2 R35/R50 Visible Glass 3765 E I' 33•_13/16 29-1/4 6.9 13.0 Height = (Frame 6 5/16 ") / 2 16 T R5/R50 3771 E 33 32 - 1/4 7.6 14.4 18.2 R30 Width = Frame - 4" 3777 E . 33.13/16 35-1/4 8.3 15,7, ,' 19.8 ). R30 Act34a1 Glass f� Height = (Frame - 4- 5/16 ") / 2 4153 37 - 13/16 23 - 1/4 6.1 11.7 15.1 R30 - ~ ° ° ^' '' 4157 E '37 13/16-, 25 6.6 12.7 16.2 R30 4159 E 37 - 13/16 26 - 1/4 6.9 13.2 16.8 R30 4165 E 37 - 13/16 29 - 1/4 77 14.7 18.5 R30 4171 E 37 -13/16 32 -1/4 8.5 16.2 20.2 R30 Egress Notes: E = Window meets minimum clear opening of 24" height, 20" width, and 5.7 ft'. Check all applicable local codes for ernergern:cy egress requirernents Ei = Window meets rninimun clear opening of 24" height, 20" width, and 5.0 ft'. Check all applicable local codes for emergency egress requirements. (1) Second number, where shown, indicates performance with DP Enhancement Kit installed. To convert area to square meters (m), multiply square feet by 0.0929. ;�or clear opening, vent area, visible glass, and irarne area se_e_ page 5-2.3. Pella 2008 Architectural Desgn Manual •Division 08 Openings Windoe s and Doors wwv +. ?eilaADM.n�m 6 -75 137775_Rev_K 7 2 9 .10 Venting Requirements Vent Restriction The JOtul GF 300 DV II gas stove may be installed with a The GF 300 DV II is equipped with an Exhaust Restrictor vertical or horizontal termination and must conform to Plate which enables you to regulate the flow of exhaust the configuration requirements described below. gas.The plate prevents overly strong draft that can cause This appliance is approved for use with vent systems poor combustion and weak flame picture. Follow the from the following manufacturers: guidelines below, and on the following pages, to deter- • Simpson Dura -Vent GS mine the correct restrictor plate setting for your particu- • American Metal Products (Amerivent) lar installation configuration. • Security Chimneys International, Ltd. (Secure Vent) • Selkirk Metalbestos (Direct Temp) • Metal -Fab, Inc. (Direct Vent) Exhaust Restrictor • Industrial Chimney Corp. (ExcelDirect) The Exhaust Restrictor is an adjustable shutter located at Use parts of one manufacturer only - DO NOT MIX the top right side of the firebox. It is adjusted by mov VENT COMPONENTS FROM DIFFERENT MANUFACTURERS ing a pivot pin into one of four positions. It is set in the IN THE SAME SYSTEM. FULLY OPEN (D) position at the factory. See Fig. 7. The four positions correlate to the termination zones (A,B,C,D) Installation of any components not manufactured or diagramed in figures 9 -12. Consult these Vent Window approved byJotul or failure to meet all clearance require- diagrams on pages io -ii to determine the setting you ments will void all warranties and could result in property should use. damage, bodily injury, or serious fire. Additional restriction may be needed depending the The approved vent configurations described in this overall vent height. If necessary, use Simpson Dura -Vent manual are derived from extensive testing under con- Restrictor Disk #929 or a similar part from the appropri- trolled laboratory conditions. Gas appliance performance ate vent manufacturer. can be negatively affected by variables present in the installation environment, i.e: atmospheric pressure, strong prevailing winds, adjacent structures and trees, snow Adjusting Exhaust Restrictor Plate: accumulation, etc.These conditions should be taken into consideration by the installer and stove owner when plan Use the Vent Window diagrams to determine which set ning the vent system design. ting position to use. 2. Remove the Top Plate. IMPORTANT 3. Locate the pivot pin at the right side of the firebox top. • JOINT SEALING REQUIREMENT: APPLY A i /8" BEAD OF Use a 7 mm or 9/32 nut driver to loosen the nut on the HIGH - TEMPERATURE SEALANT pivot pin and then push the pin to the left to disen- ORMIL PAC ®TO TH E MALE gage it from the current factory -set position. Move SECTION OF THE INNER VENT the pin forward and into the slot appropriate for your PIPE. THE CEMENT SHOULD specific vent configuration. See figs. 6 and 7. FORM A SEAL BETWEEN THE , \ 4. Tighten the lock nut and replace the Top Plate. INNER AND OUTER PIPES. • NEVER MODIFY ANY VENT- s Ev ING COMPONENT, OR USE k‘ tirse , <44 'r/ ANY DAMAGED VENTING PRODUCT. • THE GAS APPLIANCE AND VENT SYSTEM MUST BE VENTED DIRECTLY TO THE Figures. OUTSIDE OF THE BUILDING AND NEVER ATTACHED TO A CHIMNEY SERVING A SOLID FUEL OR GAS BURNING APPLIANCE. EACH DIRECT VENT GAS APPLIANCE MUST HAVE ITS OWN SEPARATE VENT SYSTEM. COMMON VENT SYSTEMS ARE PROHIBITED. • IF VENTING SYSTEM IS DISASSEMBLED FOR ANY REA- SON, REINSTALL PER THE INSTRUCTIONS PROVIDED FOR THE INITIAL INSTALLATION. 8 . t 1 37775_Rev_K 729. Stove and Vent Clearance Requirements i Minimum Clearances from the Stove r j r allpiiipat ir to Combustibles: See figs. 2 -4. •'•`x`, ' Rear: z (51 mm) •• : •• I ,�.......c, To Rear Wall Ceiling: 35 1/ 4 ° (8 m II m) � Corner: 2" (51 mm) � -� Sides: 3" (76 mm) Mfg.Serial No. after 30000 3 3" Left Side: 10" (254 mm) Mfg.Serial No. before 30000 (76mm) (76mm) Figure 3. Parallel Installation Clearances. Minimum Clearances from the Vent Pipe to Combustibles: Horizontal Run: Off the top of the pipe 2" (51 mm) Off the sides and bottom 1" (25 mm) . 2 m m Vertical Run: 2" — 1 All sides 1" (25 mm) 51 mm ,gip' 1 1" 6 %... 2 80 y mm � a }� % 9.Q v • Minimum Ceiling or Alcove Height ti ' 2 " 51 mm Max. Mantel Depth ►— 12.5" — I■ -- 1 10.25"—o— Figure 4. Vent adaptor centerline at minimum clearance I to corner walls. - - � I 5.75" -- Min. Mantel Depth—N-3.5" E E E - Max. Top Trim Depth = 1'—... T . E N E co r ° - o 18 1/2" Lo �� (419 mm) Alcove Installation c\E N '''co �N � Maximum Alcove Depth: 24" (610 mm) �� M �� 1 Minimum Alcove Width: 36" (914 mm) E E � E Minimum Ceiling Height: 61" (1549 mm) '''=-1E k N With Short Legs (6 "): 58 3/4 (1486 mm) in4 - ; �� „�; • Alcove dimensions result from test configurations, not stove clearance 1 1 1 t 1 Y 1 _ specifications. Figure 2. Mantel and Trim Clearance specifications. Subtract 2 1/4 "with Short Legs. 7 7 37775_Rev_K 729 70 Safety Information Location • Due to the high operating temperatures this In selecting a location for the stove, consider the appliance should be located out of traffic and following points: away from furniture, draperies, etc. Maintain 1) Heat distribution proper clearance to combustible mantels and 2) Vent termination requirements fireplace trim. 3) Gas supply line routing 4) Traffic areas, furniture, draperies, etc. • Children and adults should be alerted to the The GF 300 DV may be located on or near conven hazards of high surface temperatures and should tional construction materials, however, proper clearance stay away to avoid burns or clothing ignition. to combustibles must be maintained in order to provide • Young children should be supervised while they adequate air circulation around the appliance. Also, it is are in the same room as the appliance. Toddlers, important to provide adequate access around the stove young children and others may be susceptible for servicing and proper operation. to accidental contact burns. A physical barrier, The clearance and hearth specifications listed in this such as a child guard, is recommended to be used manual are the minimum requirements for combustible if there are at - risk individuals in the house. To material. A combustible material is anything that can restrict access to a fireplace or stove, install an burn (i.e. sheet rock, wall paper, wood, fabrics etc.). These adjustable safety gate to keep toddlers, young surfaces are not limited to those that are visible and also children and other at - risk individuals out of the include materials that may be located behind non -com- room and away from hot surfaces. bustibles. If you are not sure of the combustible nature of a • Any safety screen or guard removed for servicing material, consult your local fire officials. Remember, "Fire an appliance must be replaced prior to operating Resistant" materials are considered combustible: they are the appliance. difficult to ignite, but will burn. Also, "fire - rated" sheet • Clothing or other flammable materials should not rock is considered combustible. be placed on or near the fireplace. • Surveiller les enfants. Garder les vetements, les meubles, ('essence ou autres Iiquides a vapeur Hearth Requirements inflammables lin de I'appareil. This appliance CANNOT be installed directly on carpeting, • Never allow anyone to use the fireplace if they are vinyl, linoleum or wood laminate flooring, such as Pergo . unfamiliar with its operation. If this appliance will be installed on any combustible • NEVER store or use gasoline or any other material OTHER THAN WOOD, a floor pad must be in- flammable vapors or liquids in the vicinity of the stalled that is either metal, wood, ceramic tile, stone, or a fireplace. listed hearth pad. This floor protection must extend the • Never burn any solid materials (wood, cardboard, full width and depth of the appliance. It is not necessary paper, coal, etc.) in this gas fireplace. Use with to remove carpeting, vinyl or linoleum from underneath natural gas or propane fuel ONLY. the floor protection. See fig. 1. • Any safety screen, glass or guard removed for Figure 1.. Minimum Hearth Protection. servicing the appliance must be replaced prior to operating the appliance. 1 4" • Do not slam or strike the glass panel. (356 mm) • This appliance is NOT for use with aftermarket glass doors. Cet appareil ne sert pas avec des portes en verre de marche des accessoires. 24" • Wear gloves and safety glasses while installing (686 mm) or performing maintenance procedures on this appliance. 6 137775_Rev_K 7 29.70 GF 300 DV Specifications - .. 11=04 iiiii 2 Input Rates 698 mm i �� Natural Gas 26,000 BTU /hr. maximum input 14,000 BTU /hr. minimum input Propane — 26,000 BTU /hr. maximum input 6 m 14,000 BTU /hr. minimum input 5 5 Inlet Pressure: MIN MAX Natural Gas: 5.o WC (1.24 kPa) 7.o WC (1.74 kPa) Propane: 12.0 WC (2.99 kPa) 14.9 WC - - (3.71 kPa) ���`s �� � 1 ! • •X Manifold Pressure: MIN MAX 1 V:1:1",+,..',- . T;e - e1 15i/4" � ��44�tii ' 500 mm Natural Gas: 1.2 WC (.30 kPa) 3.8 WC (.95 kPa) • , � • •<• • • >•• • •• . • • r�iF� � 5 Propane: 2.9 WC (.722 kPa) 11.0 WC ,� 4. (2.74 kPa) , Piezo Ignitor / Standing Pilot 221/2" _ 572 MM c. h..._ 31/4" 83 mm Suggested Tools for II - Installation and Service 281/2" • External regulator (for Propane only) 724 mm • Piping which complies with local code I - • Manual shutoff valve (T- Handle in Massachusetts) I art, T • Sediment trap - if required by code • Tee joint — — • Pipe wrench • Pipe sealant 330 mm • 10 mm open end wrench • 1/2 ", 7/16" open end wrench or deep socket • Phillips head screwdriver • Flat head screwdriver - i••���� -� .0 -- r� • 1/4" nut driver • • 4 mm alien wrench • Gloves • Safety glasses ii i J ■ 25" 28 " • TorxT2o screwdriver it 635 mm 711 mm • Leak test solution • Reciprocating Saw 1 ; • Power Drill _ f , 4 r 16— 11114/ c F us L1 Intertek w _ 74. 0 a• PiliTIMMICEM1111111011 Ir tI ii il N Installation and o Operation Instructions WARNING: If the information in these ATTENTION : CES INSTRUCTIONS DOIVENT instructions is not followed exactly, a fire DEMUERER AVEC LE PROPRIETERE D'UNE or explosion may result causing property MAISON. damage, personal injury or Toss of life. AVERTISSEMENT: Assurez -vous de bien suivreles instructions donnees dans cette — Do not store or use gasoline or other notice pour reduire auninimum le risque flammable vapors and liquids in the vicinity d'incendie ou d'explosion ou pour eviter of this or any other appliance. tout dommage materiel, toute blessure ou la mort. — WHAT TO DO IF YOU SMELL GAS — Ne pas entreposer ni utiliser d'essence ni • Do not try to light any appliance. d'autres vapeurs ou liquides inflammables • Do not touch any electrical switch; do not dans le voisinage de cet appareil ou de tout use any phone in your building. autre appareil. • Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's — OUE FAIRE SI VOUS SENTEZ UNE ODEUR DE GAZ: instructions. • Ne pas tenter d'allumer ('appareil. • If you cannot reach your gas supplier, call • Ne touchez a aucum interrupteur. the fire department. Ne pas vous servir des telephones se — Installation and service must be performed trouvant dans le batiment ou vous by a qualified installer, service agency or the trouvez. gas supplier. • Appelez immediatement votre — In the Commonwealth of Massachusetts, fournisseur de gaz depuis un voisin. a carbon monoxide (CO) detector shall be Suivez les instructions du fournisseur. installed in the same room as the appliance. • Si you ne pouvez rejoindre le fournisseur de gaz, appelez le service des This appliance may be installed in an aftermarket, incendies. permanently located, manufactured home or mobile — L'installatione Ientretien doivent etre home, where not prohibited by local codes. assures par un installateur ou un service This appliance is only for use with the types of gas d'entretien qualifieou par le fournisseur indicated on the rating plate. A conversion kit is de gaz. supplied with the appliance. 0 06 , INSTALLER: Leave this manual with the appliance. J 0T U L CONSUMER: Retain this manual for future reference. yep uu lu 01:58p DREW POWERS 4133690100 p.5 • Entire House d 1560 34150 11637 553 553 Other equip loads 0 0 Equip. @ 0.92 RSM 10706 Latent cooling 1630 TOTALS 1560 34150 12336 553 553 • • • Bolfritahc values have been manually overridden Printout certified by ACCA to meet all requirements of Manuai J 8th Ed. Ri htSU @e® Universal 7.1.23 RSU10010 2010- Sep -30 13:16:07 -+�+• wrightso•Ft• g ACCN ._wADacurrents \Wrigtrt HVAC \Village Fill) Lot 2 Craft Cott.rup Calc = NUS Orientation = SE Page 2 Sep 30 10 01:58p DREW POWERS 4123690100 p -4 POWE A IR Load Short Form Job: Lot 2 Entire House Date: Sep 30, 2010 HVAC - Powers Air Phone: 413 - 369 -0100 Email: powersair9comcastnet .. Project In formatt , For Village Hill Craftmans Cottage g/4 — � -7 Design ; information ; , ° +, 4„a y ", ' � M i F"m!Aa i re Htg CIg Infiltration Outside db ( °F) -5 87 Method Simplified Inside db ( °F) 68 75 Construction quality Tight Design (Y ra nge gT© ( ° F) 73 M F 1 (Average) D Inside humidity ( %) 50 50 Moisture difference (gr /Ib) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make American Standard Make American Standard Trade Trade ALLEGIANCE 13 Model ADH1B040A9241A` Cond 2A7A3018A1 GAMA ID 3670926 Coil 2TXAB025AS34-`DH2B060A9V3 ARl ref no. 1341873 Efficiency 95 AFUE Efficiency 12.0 EER, 14 SEER Heating input 40000 Btuh Sensible cooling 11620 Btuh Heating output 38000 Btuh Latent cooling 4980 Btuh Temperature rise 63 °F Total cooling 16600 Btuh . Actual air flow 553 cfm Actual air flow 553 cfm Air flow factor 0.016 cfm /Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft (Btuh) (Btuh) (cfm) (cfm) kit 121 3330 1347 54 64 din /liv 360 7524 3623 122 172 entry 44 520 96 8 5 foyer 132 1811 757 29 36 1/2 bath 36 1431 523 23 25 bath 72 1395 494 23 24 master 192 4703 1313 76 62 bed 3 130 3558 1349 58 64 closet 49 1369 182 22 9 2nd flo bath 80 1833 258 30 12 loft 168 2045 371 33 18 bed 2 176 ' 4632 1324 75 63 Bofd/tia6c vakres have been inaneafy overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i ^` - fi - ` w rigtzt s oft - RightSuite® Universal 7.1.23 RSt110010 - 2010-Sep-30 13:16. .4CCK ,.. wtDocuments \Wrightsoft . NJAC \V7lage Hilll Lot 2 Craft Cott.rup Calc = MJ3 Orientation = SE Page 1 Building Elements Type U -Value Area Window U:0.30, SHGC:0.27 0.300 40.0 Window U:0.30, SHGC:0.27 0.300 7.3 Window U:0.30, SHGC:0.27 0.300 36.9 Window U:0.29, SHGC:0.30 0.290 43.2 Window U:0.30, SHGC:0.27 0.300 6.0 Window U:0.28, SHGC:0.28 0.280 17.6 Window U:0.28, SHGC:0.28 0.280 35.0 Door Fiberglass -w /brk 0.187 14.0 Door R6.25 steel insul w/ 0.122 20.0 Door R6.25 steel insul w/ 0.122 20.0 Floors Over Ambient Floor R40,HDF1,16, 0.026 60.0 Basement Walls Wall Superior 2 "rigd +R21f 0.037 910.0 Wall Superior 2 "rigd +R21f 0.038 152.0 REM /Rate - Residential Energy Analysis and Rating Software v12.85 New York © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC OVERALL BUILDING UA COMPLIANCE Date: October 13, 2010 Rating No.: 7352 Building Name: 27 Olander Rating Org.: CET Owner's Name: Wright Builders Phone No.: Property: 27 Olander Dr Rater's Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Based On Plans File Name: 7352_ 27 Olander craftsman cottage PLANS 12.; Rating Date: 10/13/10 Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 27.3 21.4 Above -Grade Walls: 89.0 89.9 Windows and Doors: 130.2 101.5 Floors Over Ambient: 2.0 1.6 Basement Walls: 69.8 39.8 Overall UA (Design must be lower): 318.4 254.1 Window U- Factor Check (per Section 402.5) Window U- Factor (Design must be lower): 0.480 0.295 This home MEETS the overall thermal performance requirements 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 20.2 %. Building Elements Type U -Value Area Ceilings Roof R60,CE16",16 0.016 522.5 Roof R38,CE,12 +16 0.033 387.0 Above -Grade Walls Wall R19,CE1,6 -16 0.061 1105.9 Wall R19,CE1,6 -16 0.061 132.0 Wall R19,CE1,6 -16 0.061 52.0 Joist rim /amb 0.041 117.0 Joist band /amb 0.041 117.0 Joist band /attic 0.041 19.0 Joist rim /garage 0.041 19.0 Windows and Doors Window U:0.30, SHGC:0.27 0.300 28.0 Window U:0.30, SHGC:0.27 0.300 45.9 Window U:0.30, SHGC:0.250 0.300 58.2 REM /Rate - Residential Energy Analysis and Rating Software v12.85 New York This information does not constitute any warranty of energy cost or savings. © 1985 -2010 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC ANNUAL ENERGY COST COMPLIANCE Date: October 13, 2010 Rating No.: 7352 Building Name: 27 Olander Rating Org.: CET Owner's Name: Wright Builders Phone No.: Property: 27 Olander Dr Raters Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Based On Plans File Name: 7352_ 27 Olander craftsman cottage PLANS 12.; Rating Date: 10/13/10 Annual Energy Cost 2009 IECC As Designed Heating: 951 629 Cooling: 59 48 Water Heating: 276 247 Lights & Appliances: 1187 1176 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 2473 2101 Window U- Factor Check (per Section 402.5) Window U- Factor (Design must be lower): 0.480 0.295 Home Infiltration per Section 402.4.2: PASSES Duct Leakage per Section 403.2.2: PASSES This home MEETS the annual energy cost requirements in accordance with Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 15.1 %. Name: Josy Raycroft Signature: Organization: CET Date: October 13, 2010 * Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 100.0 kBtuh, 96.7 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 14.0 SEER. Water Heating: Conventional, Gas, 0.65 EF. Window -to -Floor Area Ratio: 0.11 Blower door test: Htg: 3.50 Clg: 3.50 ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of January, 2009. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM /Rate - Residential Energy Analysis and Rating Software v12.85 New York This information does not constitute any warranty of energy cost or savings. © 1985 -2010 Architectural Energy Corporation, Boulder, Colorado. ti � k r h ENERGY STAR HOME VERIFICATION SUMMARY Date: October 13, 2010 Rating No.: 7352 Building Name: 27 Olander Rating Org.: CET Owner's Name: Wright Builders Phone No.: Property: 27 Olander Dr Raters Name: Josy Raycroft Address: Northampton, MA 01060 Raters No.: Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Based On Plans File Name: 7352_ 27 Olander craftsman cottage PLANS 12., Rating Date: 10/13/10 Building Information Conditioned Area (sq ft): 2962 Housing Type: Single- family detached Conditioned Volume (cubic ft): 23804 Foundation Type: Conditioned basement Insulated Shell Area (sq ft): 4930 HERS Index: 54 + Number of Bedrooms: 3 Building Shell Ceiling w /Attic: R60,CE16 ",16 U =0.016 Window /Wall Ratio: 0.19 Vaulted Ceiling: R38,CE,12 +16 U =0.033 Window Type: U:0.30, SHGC:0.27 Above Grade Walls: R19,CE1,6 -16 U =0.061 Window U- Value: 0.300 Found. Walls (Cond): Superior 2 "rigd +R21f R =31.0 Window SHGC: 0.270 Found. Walls (Uncond): None Infiltration: Htg: 3.50 Clg: 3.50 ACHSO Frame Floors: R40,HDF1,16, U =0.026 Measured Duct Leakage: 177.00 CFM25 Slab Floors: R10edge,Rl5under U =0.037 Leakage to Outside: 128.73 CFM Mechanical Systems Heating: Fuel -fired air distribution, 100.0 kBtuh, 96.7 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 14.0 SEER. Water Heating: Conventional, Gas, 0.65 EF. Programmable Thermostat: Heat =Yes; Cool =Yes 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. REM /Rate - Residential Energy Analysis and Rating Software v12.85 New York This information does not constitute any warranty of energy cost or savings. © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. Planning - Decision City of Northampton Hearing No.: PLN -2008 -0025 Date: January 25, 2008 (2) The Project and site plan meet the requirements and standards set forth in this § 350 -20, or a waiver has been granted therefrom. No waivers have been granted; and • (3) Extraordinary adverse potential impacts of the Project on nearby properties have been adequately mitigated. The Board approved three separate house, garage, and driveway layouts for Lot 11. COULD NOT DEROGATE BECAUSE: • FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: • 12/25/2007 1/17/2008 5/8/2008 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY APPEAL DEADLINE: 1/10/2008 4/28/2008 1/24/2008 5/8/2008 2/14/2008 ' FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: . DECISION DATE: 1/10/2008 1/24/2008 1/24/2008 1/25/2008 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 1/17/2008 7:25 PM 5/8/2008 5/8/2008 MEMBERS PRESENT: VOTE: [ U n�J Katharine G. Baker votes to Grant D v Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant JAN 2 5 2008 Francis Johnson votes to Grant George Kohout votes to Grant CITY CLERKS OFFICE Keith Wilson votes to Grant NORTHAMPTON, MA 01060 Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: 'DECISION: Kenneth Jodrie JenniferDieringer 7 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 January 25, 2008. • • / certif that of his deci (,lion as been mailed to the Owner and Applicant \ 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 and as stipulated in MGL Chpt 40R 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. February 15, 2008 I, Wendy Mazza, City Clerk of Northampton, hereby certify that the above decision of the Northampton Planning Board was filed in -the office of the City Clerk on January 25, 2008, that twenty days -have elapsed since such filing and that no appeal has been filed in this matter Attest: _ > t , �� • City Clerk -CiOy of N. ampton l ATTEST: HAMPSHIRE, Pt:.-_• 0, 01' , GIST ER MARIANNE L. DONOHUE GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. ' r Planning ecision J - City of Northampton Hearing No.: PLN- 2008 -0025 Date: January 25, 2008 APPLICATION TYPE: SUBMISSION DATE: PB 40R Review 1/9/2008 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: COMPANY NAME: Wright Builders HOSPITAL HILL DEVELOPMENT ADDRESS: ADDRESS: ADDRESS: • 48 Bates St c/o MassDevelopment 160 Federal Street TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: ' STATE: ZIP CODE: ' NORTHAMPTON MA 01060 BOSTON MA 02110 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 586 -8287 (413) 587 -9276 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: VILLAGE HILL RD PV /Smart Growth Overlay District TOWN: J SECTION OF BYLAW: NORTHAMPTON MA 01060 350 -20: Smart Growth Overlay District MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 31C 017 001 Approved With Conditions Book: Page: 09282 121 NATURE OF PROPOSED WORK: Construction of 11 single family homes with attached garage. These lots will be created along a newly created street named Olander Drive. HARDSHIP: CONDITION OF APPROVAL: 1) Prior to issuance of a building permit, the following items must be addressed: a. Infiltration design behind the single family structures shall be approved by Department of Public Works to ensure that erosion down the embankment to the detention area will not occur. b. The applicant shall flag all trees for protection and those that will be removed. These trees will be reviewed by staff to ensure that appropriate protection measures are used to protect specimen trees. These specimen trees do not include the row of blue spruce behind lots 1, 2, 3 etc. 2). Driveways shall ramp up to sidewalks as planned therefore preventing any street runoff from entering onto private property and preventing runoff from private property from flowing into the Olander Drive. 3).Sewer clean outs and water shutoffs will be required at the property line for each single family house in accordance with Department of Public Works requirements. FINDINGS: The Planning Board granted approval of the application based on the submissions within the application that address all the section in 350.20 and the following plans and documents: 1. Morningside at Village Hill dated 12 -21 -2007, Prepared by The Berkshire Design Group, Inc., Sheets L -1 through L -6, 2. Elevation Sheets prepared by Wright Builders, Inc. Last Revised date 12/17/07. Victorian West Elevation, North Elevation, Basic East _Elevation, Basic South Elevation, West Elevation Victorian Lot 11, North Elevation Basic Victorian Lot 11, East Elevation Victorian Lot 11, South Elevation Victorian Lot 11, Craftsman West, North, East, South Elevations. (separate set of elevations for all sheets above submitted showing depth of step backs. 3). Memo and documentation submitted by Jeff Squire of The Berkshire Design Group, Inc. dated January 24, 2008 re: DPW /OPD review comments Eastview and Morningside. in accordance with approval criteria in section 350 - 20.14, the Planning Board found that the following criteria were met: (1) The applicant has submitted the required fees and information as set forth in the Plan Approval Authority's regulations section 350- 20; and GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. • 11 11 I 1 11 11 - HAMPSHIRE 2elt4 00 000 Bk: 9394Pg: 201 Page: 1 of 3 REGISTRY OF DEEDS Recorded: 02/15/2008 09:44 AM DOCUMENT COVER SHEET For use with documents that do not meet For Registry Use Only document formatting standards. Information from original document takes precedence when indexing data into Registry system. THIS IS THE FIRST PAGE OF THIS DOCUMENT — DO NOT REMOVE PROPERTY ADDRESS: V 1 LL DOCUMENT TYPE: (L/1" N N e NAME REFERENCE: [A' (I/log.(410 I 1 • _ WRIGHT BUILDERS, INC. 3 6 0 7 0 DATE INVOICE NO. JOB NO. COMMITMENT NO. AMOUNT DISCOUNT NET AMOUNT 1 0-22-10 102210-913 08-9 131.00 .00 131.00 CHECK DATE CHECK NO. TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT 10-26-1O 36070 131.00 .00 131.00 71:1=7:17.77:7: E,T 7 WRIGHT BUILDERS, INC. FLORENCE SAVINGS BANK 036070 48 BATES STREET FLORENCE, MA 01062 53 NORTHAMPTON, MA 01060 413-586-8287 Pay: t**** hundred thirty-one dollars and no cents DATE CHECK NO. CHECK AMOUNT October 26, 2010 36070 $t*******131.00 NOT VALID AFTER 90 DAYS ri OF NOR riA TIP TON TWO SIGNATURES REQUIRED ON CHECKS OVER $5000.0G ORIZED SIGNATURE tjejILP AUTHORIZED SIGNATURE 777 " ,61 CUTY FEAT;!:117.S. INCU;CED. 1:;:11i;),Pt-E: ON BACK. L 11 360 ?Oil 1: 2 L LEI? Lula': 0 L 2S 0050u' • • Northampton Fire Dept. Fees Job: Albert New House - Craftsman Cottage Village Hill - Morningside (Lot #1) 27 Olander Drive (Map 38A, Lot 116) Northampton, MA 01060 Floor Squ. Ft. x 0.04 Fee Basement 1100 x 0.04 $44.00 1st Floor 1072 x 0.04 $42.88 2nd Floor 563 x 0.04 $22.52 Garage 539 x 0.04 $21.56 TOTAL: $130.96 Hardwired smoke, CO and heat detectors per Code in new house & garage. Building permit application pkg submitted to the Bldg Dept on 10/27/10. Wright Builders will drop $131 check directly to Asst. Chief Duane Nichols at Northampton Fire Dept on 10/27/10. cc: Louis Hasbrouck, Northampton Building Commissioner Asst. Chief Duane Nichols Prepared by Wright Builders, Inc. WRIGHT BUILDERS, INC. 036059 DATr ---19'. INVOICE NO. JOB NO. COMMITMENT NO. AMOUNT DISCOUNT NET AMOUNT 10-22-10 SeweiEnt -913 08-913 500.00 .00 500.00 CHECK DATE CHECK NO. TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT 10-25-10 3609 500.00 .00 500.00 WRIGHT BUILDERS, INC. FLORENCE SAVINGS BANK 036059 FLORENCE, MA 01062 48 BATES STREET 53-7168/2118 NORTHAMPTON, MA 01060 413-586-8287 Pay: *****'":**** hundred dollars and no cents DATE CHECK NO. CHECK AMOUNT October 25, 2010 76059 $500.00 NOT VALID AFTER 90 DAYS Cr-IT MOR riAtP Taig PA/0 SIGNATUOEQUIRED ON CHECKS OVER $5000 00 , • UTHORIZED SIGNATURE - IVP hp AUTHORIZED SIGNATURE SECUP:T: ETS NCLUCE0 DETAILS ON BACK. ' 00360590 1 7 . 2 3 . LEI? L6881: 0 L 25 0056060 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. ocation: 27 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 10/15/10 Reason for New house to Hook into City Utilities 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: - ype of Service Connection: - ie -in to Sanitary Main Tie -in to Sanitary Stub Comments: I L/ I 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. i 1/ John a Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner WRIGHT BUILDERS, INC. 036061 DATE INVOICE NO. JOB NO. COMMITMENT NO. AMOUNT DISCOUNT NET AMOUNT 10 S',',1!w► to Ent- j 200.00 . � 200.00 _ � ��-z�•�_,_� >-_ �'.�s _ i 08-913 .��t- �� ^ ���� 10-22-10 _ Wa t e E: i t -91 150.00 . 0�� 150.00 10 -9 !? -. terEnt -913 08-913 100.00 .00 100.00 CHECK DATE CHECK NO. TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT 10-25-10 36061 450.00 .00 450.00 WRIGHT BUILDERS, INC. FLORENCE SAVINGS BANK 036061 48 BATES STREET FLORENCE, MA 01062 53- 7168/2118 NORTHAMPTON, MA 01060 413 - 586 -8287 Pay: ***********"************** hundred fife: dollars and no cents DATE CHECK NO. CHECK AMOUNT Octobe r 25, 2010 76.161 $ * * * *45 _00 ;�'`s'� _ TON NOT VALID AFTER 90 DAYS s- .)F NOR I� i O TWO SIGNATURE. UIRED ON CHECKS OVER $5000.00 M. •,ORIZED SIG I E NP AUTHORIZED SIGNATURE ... ,.a_:",..` ................r:.....,.c..,.. _d.:,: c.._,...�,— ,.:'.::.v..,. 4..,.....,.w ..;.,u..�.w ,,:.as`;... ;:, z,'• SECUA TY FEATURLES INCLUDED. DETAILS ON BACK. r r. ....v.... .... ___�. , .. �. ...s..�.. ,.�._ �.,,�.,..,..,,�. _ ..,... ,. >....,,.a.M..,.;... ..-._ ., 003606L11' 1:2L LB? L6884: 0L 25 00560611' 7, MUNICIPAL WATER AVAILABILITY APPLICATION A "` 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. j I ocation: 27 Olander Drive, Village Hill Inquiry Made By: Wright Builders 586 -8287 Date of Inquiry: 10/15/10 Number of Type of Single Family X "hype of Private X Units: 1 Unit(s): Accessory Apart. Ownership: Condo Multi- family Rental Annlicant to fill out the above) Municipal Water Main Existing service to in Yes: X No: Yes: X No site? Front of Location? Size of Water Main: 8" Material: Ductile Iron Age: 2005 pproximate Static Street Flow Test Conducted: Yes: No: X ressure: 100 If done attach results ize of Service Connection 1" 3/ ',uggested Meter Size: omments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arran• ements of such instal • '1:1 shall be made with the Northampton Water Department with a minimum of 5 wor ing days o • cation. • All w• shall on (rm to Nort ton Water Department specifications. 1. 2 . J/ I lavid W. Sparks, Superintendent of Water Water Entry 5200.00 Meter 5150.00 Radio $100.00 c: Ned Huntley, Director • c: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, must be hand delivered to the Building Inspector. i -� ,j / —, ."-^ � t Gilt �!'1 ��1L1riCi'1it11i - v D EF . TM ,--7 OF ?GILD INSP.0 ICNS y ( - 212 Main Street ' Municipal Building , a IN c cr- r-_� i OR Nor uham-0 ton, Kass. CI a60 E I Ecuar. e Fcctage Azccunt • Ea`�a ent @ .• 0 1 b 0 d'!�� lst Flocr @ .-'• 2ndFcor @ /30 i;1,3 _ (r [! 1/2 Floors, Attic, Garage, 3.0 53 I f b 9. 8 H Deck, Porches , a-0 O (, _ E i i */0(fg -�- k' Eg - i Z. -- a? oLiii-hitt-e_ Ile. /.(--,:i4._ ct,. , t 1 Otte? . , . L. _ L __________ i . . ( 1 :. , i . , .. . ... . . . E 1 f i i t . • } i SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: / � /� _ Not Applicable ❑ Name of License Holder : �AIe I► � + 1 ti / .0614. " i'2 .8 License Number I N 0 sT, v etb rr MK ' Address ���J a �,,.M Expiration Date tit C> a X 9 Signatur ti f Telephone 7 P--- al 7 9. Registered Home Improvement Contractor: Not Applicable ❑ WPI'&1K wib ' / i eo --6v2 w /o / c 3 .4 Company Name Registration Number Ye lefriVi iCry Ail R ,A (t1) N /1m- b l / ra' Address �//� Q n Expiration Date - 7 . T 3 �7 Telephone �'o`° — 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 J SECTION 5- 'DESCRIPTION OF PROPOSED WORK (check all applicable) New House Addition ❑ Replacement Windows Alteration(s) n Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [El] Decks [0 Siding [O] Other [ID] Brief Description of Proposed Nom`' c � 4 4.M(t1 M le r/ �� W Alteration of existing bedroom Yes No Adding new bedroom Yes No�� Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet C`r'i t� ,r 6a. If New house and or addition to existing housing, complete the`followincii: a. Use of building : One Family X Iw mily Other b. Number of rooms in each family unit: ( Number of Bathrooms C) c. Is there a garage attached? l GJ eeue - -1 - I ° o ( r/ �� -[ (moo d. Proposed Square footage of new construction. O''� ( + Dimensions 6 V G o w , k( W � k e. Number of stories? f. Method of heating? g — 7 ttA Fireplaces g es t(? Number of each g. Energy Conservation Compliance. h K Masscheck Energy Compliance form attached? clef h. Type of construction 5 e i. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain Yes No 8' ' ' 7 j. Depth of basement or cellar floor below finished grade v f "� �" (? - " StWeeD k. Will building conform to the Building and Zoning regulations? )/ Yes No . ' " rr I. Septic Tank City Sewer K Private well City water Supply ., 8 N '13 L"4' SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN a "G tK OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, VIP hi< evitiRle4/ milu "e wif , as Owner of the subject property / /,� � � hereby authorize IA A' r " �Q�f 1 v .e . ' Q. to act my behalf, in all matters relative to work aut orized by this build' g p rmit application. x op Signature of er Date I W f f t71l-r 1.-gt ub , as Owne ' uthorized gent ereby declare that the statements and information on the foregoing application are true and accurate, to the best o my nowledge elief. Signed under the pains and pen (ties of perjury. Print Name - • 7 di /072z / tc Signature of Owner/Agent ` / /`, Z Date ` (wits°6 ste 6.70-c4m) 'wet-0(st. ..te the- pevi'elov Iteir1.61% 11).1-161 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 Bile. n by Building Departm. Lot Size Frontage Setbacks Front Side L: R: L: '. Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking S • . ces Fil • , olume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site ? ?/���� QQ NO Q DON'T KNOW Q YES *� Y p ~ T" (`- /Lev IF YES, date issued: b a4 N� 4130 IF YES: Was the permit recorded at the Registry of Deeds? b P Ait-kattl) NO Q DON'T KNOW Q YES IF YES: enter Book V 3 tt Page 4.0 1 and /or Document # 40663 006 B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb clear'ng, grading, excavation, or filling) over 1 acre or is it part of a common plan .4 that will disturb over 1 acre? YES ► NO I YES, then a Northampton Storm Water Management Permit from the DPW is required. S-ro 9-M W f 4I 1-r Aetti iscvel) It2t V i u A-4 $ s ,v ee s f '- - G fp ms`s Sr =tom ee 4f, el r - P /%J fri tvf.$ Department use only City of Northampton Status of Permit: Building Department Curb CutDriveway Permit, 212 Main Street Sewer /SepticRvailability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413 - 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION vv� M b 1 it f N U'} l , p E V ( ' � 1.1 Property Adddrre This section to be completed by office a - ? bLA+ (sV DP' Map Lot Unit N 6 f" A.A4(a bt l my Zone Overlay District M f .Y g� f ( "Co Elm St. District CB District SECTION 2 PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Name rint) / Current Mailing Address: tiol 0 ,Q" Telephone Signature 2.2 Authorized Agent: W I� -�f�r 4,1, vb / 12.a fie 6 07,7,-7,c, s1' No it-71174,44/7b rl Name (Print) Current Mailing Address: Signature e Telephone SECTION 3 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building j'( . / 1 / ?Q (a) Building Permit Fee 2. Electrical Gj �. (b) Estimated Total Cost of i / Construction from (6) 3. Plumbing t ' /! 6 a ,, 8 - ..+ Building Permit Fee 4. Mechanical (HVAC) b !� • 5. Fire Protection /� 1 6. Total= (1 +2 +3 +4 +5) / 79 , f 01. '° Check Number lb/ay This Section For Official Use Only Building Permit Number: pate Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2011 -0390 j rr '' plA4ti 0 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) PROPERTY LOCATION 27 OLANDER DR - LOT 1 MORNINGSIDE MAP 38A PARCEL 116 001 ZONE PV(100) / /SG b THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 4/, Q / Fee Paid Typeof Construction: CONSTRUCT 2 STORY SINGLE FAMILY HOME W /ATT GARAGE/PORCH 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 INF9RMATION PRESENTED: (• Approved Additional permits required (see below) P 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 0 iienD V ' / , i/L/d Signature of Building 0 icia 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. The Commonwealth of Massachusetts r City of Northampton Certificate of Occupancy In accordance with 780 CMR, Section 120.0 (Tire Seventh Edition of the Massachusetts State Building Code with 2009 IECC) .44 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 Certificate No. Issued to Wright Builders BP- 2011 -0390 Identify property address including street number, name, city or town and county Located at 27 Olander Drive Northampton, Hampshire, Massachusetts Use Group Classification(s) Single Family Residential 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 Charles Miller Date of Final Map /Plot: Building Official Inspection 07/15/11 Signature of Municipal �- 116 / Date of 38A - Building Official / 7 Issuance 07/18/11 v V j I /a/Y // t 27 OLANDER DR - LOT 1 MORNINGSIDE BP-2011-0390 0390 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A - 116 CITY OF NORTHAMPTON Lot: -001 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- 2011 -0390 Project # JS- 2011- 000649 Est. Cost: $177409.00 Fee: $1049.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 38115.00 Owner: WRIGHT BUILDERS Zoning: PV(100) / /SG b Applicant: WRIGHT BUILDERS AT: 27 OLANDER DR - LOT 1 MORNINGSIDE Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMAO1060 ISSUED ON :11/4/2010 0 :00 :00 TO PERFORM THE FOLLOWING WORK CONSTRUCT 2 STORY SINGLE FAMILY HOME 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: ' 4(.7/ ' " ter Meter: Footings: Rough:, --/ --fi /r Rough: 3 - / / House # Foundation: Driveway Final: Final: 1 _ c: Final• ( �� A` ` 1,0 [�� ( f Rough Frame: 0 3 • - I c A' it i Gas: Fire Department Fireplace /Chimney: Rough i ( e Oil: Insulation: 0 j'{ Final:? ^ / S -`/ < Smoke: e N1,(� ✓� '1/w - , s - 1,1 Final: Qk- ' / /� - /5-/t Foal. THIS PERMIT MAY BE REVOKED BY THE CITY OF ' 1 ' THAMPTON UPON VIOLATION OF ANY OF ITS RULES AND ' o• iv. f X ixze g eve Certificate of Occupanc / si ture: FeeType: Date Paid: Amount: Building 11/4/2010 0:00:00 $1049.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck - Building Commissioner ROOF TRUSS PLACEMENT DIAGRAM MORNINGSIDE, NORTHAMPTON , MA 60 -0 -0 . 24 -0 -0 36 -0 -0 t 1 o NOTES 1 0 6 1 USE ONE H2 5A PER BEARING — FOR TRUSS TO WALL CONNECTION y _ UNLESS NOTED ON INDIVIDUAL ENGINEERED DRAWINGS. o 9 ° 2. SEE INDIVIDUAL ENGINEERED co 2 -0 -0 2-0-0 2-0-0 2-0-0 2 0 -0 2-0-0 2-0-0 1-7-31-7-31-7-31 \ /9 DRAWINGS FOR PERMANENT — LATERAL BRACING I 3. ALL TRUSSES SPACED AT 2' FACE TO FACE UNLESS NOTED OTHERWISE. 4. DO NOT CUT OR ALTER TRUSSES o UNDER ANY CIRCUMSTANCES. oo 5. ALL DIMENSIONS FROM OUTSIDE c OF STUD WALL. (N 6. SEE BCSI 1 -03 SUMMARY FOR 1 Q G Q Q Q Q - r4 N N N N N . N N N N N N N _ CROSS BRACING REQUIREMENTS 0 0 0 0 0 0 0 0 0 0 0 0 0 o UNLESS STATED OTHERWISE N In In N Lc) In Ln N 1.0 N LO In N 13'> BY ENGINEER OF RECORD. I 9 7. SEE BSCI 1 -03 SUMMARY FOR RECOMMENDED HANDLING CO AND BRACING. 8. PLYWOOD SHEATH ROOF PRIOR _ ti TO INSTALLING VALLEY SETS. 9. ALL MULTI -PLY GIRDERS TO BE 0 9 0 NAILED IN FACTORY. c I 31 -0 -0 5 -0 -0 TRUSS PLACEMENT THESE DRAWINGS ARE PROVIDED AS A GUIDE TO THE INSTALLATION OF METAL PLATE CONNECTED WOOD TRUSSES, ENGINEERED LUMBER DIAGRAM PRODUCTS, LIGHT GAGE STEEL TRUSSES, STRUCTURAL STEEL AND JOB N MORNPVCSIDF PANELIZED WALLS USED AS FRAMING COMPONENTS. NORTHAMPTON. SCA. • RELIABLE TRUSS WILL ASSUME NO RESPONSIBILITY FOR ANY E REVIEW 10 -04 -1(1 RELIABLE TRUSS JOB WHIRR • 1004244 DEVIATION FROM THE CONTENTS OF THESE DRAWINGS WITH REGARDS TO ANY STRUCTURAL MEMBERS THAT ARE MADE WITHOUT AND u_sMf'D1NENTS. INC_ CSTOMER NAME :RK.1I11,FS ILAIFIF.I.D WRITTEN AUTHORIZATION FROM RELIABLE TRUSS. 2W Nelb} Road. New Bedford, 11E I) kn 1o 04 20U) Pull Free 1 - 888 804 Local 1 500990. 8 ^' FAX 1- 508 -1 -24 DES1<n1•: SC NONE ■ SECOND FLOOR TRUSS PLACEMENT DIAGRAM MORNINGSIDE , NORTHAMPTON , MA - 60-0-0 y „,,81 24 -0 -0 36 -0 -0 i �1 1 H 00 'III NOTES co l LO V V V - 7 Vi v 0) 01 a 0) : (0 I O (0 M co co co I I ! o 8 8 8 8 d o o b; 8 1. SEE INDIVIDUAL ENGINEERED o a o � ; DRAWINGS FOR PERMANENT it II I , Iii m I l o 0 0 O 01 o 0 0 0 O O 1! v co I o o o o !o LATERAL BRACING 00 o d o o of 11 c': c' o o u 0 ') �i 1i o o) d o (9 (�111` I o N N N N N N N N N N N 0 2. ALL TRUSSES SPACED AT 24” FACE TO �` � " 1 ! ,— FACE UNLESS NOTED OTHERWISE. ' �! '� it l I ! 1 3 DO NOT CUT OR ALTER TRUSSES _ _A_ A . 1 UNDER ANY CIRCUMSTANCES. 11 A A 4 A l I 1 1 404 2 - 1 3/4111 4 ALL DIMENSIONS FROM OUTSIDE I' 1� III ■ 9 1/4" LVLI OF STUD WALL. o I � A B A o H o GARAGE ;1' A A ! j j M N W 1 STAIROPENINJ 1! : HANGER TYPE: . 1 I li k 11�, IA = THA422 = 13 nos. o o- o a) 0) 0) a) a) a) 0) a) N N N N ! B= THA422 -2 = 1 no. PRELIMINARY REVIEW 10-05 -20101 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o j ov ' o 1 : 0 0 0 0 0 0 0 0 0 0 0 °? 0 0 0 0 0 0 00 1 11 I ' ; � 0 d o 0 1n 0 0 0 0 v 0 0 0 0 2 0 ! I6 N N N N N c:, N N 6 N N N N N N N I I N 4 111 ii !II . 2 -2x12 TRUSS PLACEMENT THESE DRAWINGS ARE PROVIDED AS A GUIDE TO THE INSTALLATION DIAGRAM OF METAL PLATE CONNECTED WOOD TRUSSES, ENGINEERED LUMBER .10BNAME: MOR\INGSIDE. MA. PRODUCTS, LIGHT GAGE STEEL TRUSSES, STRUCTURAL STEEL AND PANELIZED WALLS USED AS FRAMING COMPONENTS. IIIB n0MBER: 1009244 , RELIABLE TRUSS RELIABLE TRUSS WILL ASSUME NO RESPONSIBILITY FOR ANY DEVIATION FROM THE CONTENTS AND COMPONENTS, N0_ CUS 10MER ;5,11IE: R. K. MILES 1AATFIEL OF THESE DRAWINGS WITH REGARDS TO ANY STRUCTURAL MEMBERS THAT ARE MADE WITHOUT 200 Vrelby 12 owl, WRITTEN AUTHORIZATION FROM RELIABLE TRUSS . Ne, Bedford, y[a u.a'FE: m us unu 1 oll hoe 1 888 808 - - 8 -- - Local l 508 998'8' - FAX 1 508 995 1 - 24 DESIG\ER SCALE: NO\l_ FIRST FLOOR TRUSS PLACEMENT DIAGRAM MORNINGSIDE , NORTHAMPTON , MA ' 60 -0 -0 24 -0 -0 36 -0-0 0 NOTES 11 1 1. SEE INDIVIDUAL ENGINEERED DRAWINGS FOR PERMANENT N CO o co O O O O O O O O 1-- t` LATE BRACING o ° O 0 0 0 ° v ° v 0 0 0 0 0 0 0 0 0 0 0 RAL B I I 2. ALL TRUSSES SPACED AT 24" FACE TO 0? Q Q Q Q 9 Q 9 Q Q Q O Q Q Q Q 9 Q Q 9 FACE UNLESS NOTED OTHERWISE. 0? Q c? Q Q Qi Q u> Q O 9 4 Q Q 9 O Q ° °' c'I N N N N 0 N g N N N N N N N N N N .< , 3. DO NOT CUT OR ALTER TRUSSES UNDER ANY CIRCUMSTANCES. A__ _A _ A 402 4. ALL DIMENSIONS FROM OUTSIDE n - 1 3/4" x 11 7/8" LVU il OF STUD WALL. O q GARAGE u. N .STAIR OPENING A A A A -, A A A „. CHANGER TYPE. 1 c - 1 3/4” x 11 7/8" LV THA422 = 32 nos. Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 9 9 O Q 9 9 ° 9 9 9 9 ° 9 9 N N N N N NN N N N N N N N M V V Cr V' V V 'V V' V' (0 (0 (0 (0 (0 (0 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 818 'RELIMINARY REVIEW 10 -052010! 9 0 v v - - - - - - - - - - - -- - - - -- - - - - - - ..; TRUSS PLACEMENT DIAGRAM 1 THESE DRAWINGS ARE PROVIDED AS A GUIDE TO THE INSTALLATION OF METAL PLATE CONNECTED WOOD TRUSSES, ENGINEERED LUMBER u> VArvI E: MORNING SIDE. 1I:1. PRODUCTS, LIGHT GAGE STEEL TRUSSES, STRUCTURAL STEEL AND PANELIZED WALLS .JOB SLIM BER : 1009244 USED AS FRAMING COMPONENTS. RELIABLE TRUSS RELIABLE TRUSS WILL ASSUME NO RESPONSIBILITY FOR ANY DEVIATION FROM THE CONTENTS AND COF IPON ENT , INC. SS STONIER NAME: R. K. NIILES- HAT FIE LD OF THESE DRAWINGS WITH REGARDS TO ANY STRUCTURAL MEMBERS THAT ARE MADE WITHOUT 200 Welby Road, Nev, Bedford, MA . ; uiot 2010 WRITTEN AUTHORIZATION FROM RELIABLE TRUSS . Ion Free 1 8 D E 888- 808 -' * Local 1 508- 998'8'' FA\ 1 508 9951-24 7)F SIGNER: SCALE: NONE INTERSECTING W AL L S- O ver Pro cedure Stairwea Procedu - 10 e - (BUild <`r Guid2lr BaoY.let- Pq =2, Fig, 3� (Bald rr G wdelin ll e Bookl et Pq. 3f3, F g. 2F & 291 • When e wall such as a g w or ,owl space • e t ai l s belo s for stairwel ope s w hic h d wad Intersea;s the basement wall and 'gists o n a n a 3 2 W Ibm 8 feet of baserren ast lad, th.: ove rdlg must n axce�;d 5 -0 ". Prec ledge, T he o p en in g should no. ex 9' 4 " fn length. If L - a l open nq i i s r co n sul[ an °ngineer or y our Scped Walls suppl t.-... � l Use carslruc betw th si 61312 I �� and tap bond bee of the Superior WaIL .•.. Bs the supp ort beam (2 x 1 0 _ 11 61312 and 1303 j 2 x N's) 2' -0" p each e nd of t op ening 1 ° .. e wiUtout splices fse de ta Is below). � ' ,e t In�ersecnrg / r pr005 saccno, Use 1i2 h I ,very hol 2' 0" ,DC hroL g h / . No 1 s c car SuPermo r`. all / 135 bond beam. { R J r s 53oc. °c / / / S c n 5ie�115 ° r�ory le a vo o ee- (mlol c e 1 I - �_� Pete fir L . ^.c aearr irai"-- . ,y� z za ( 2 a 1a ., - 25^ ( �cr Joss 3ey�ra Iggi YY, 6 ,,ea.... 5 bf ocr ia�F I L lull 1 11 1 l (((x 5 Pate \ • 1 I e r At I i'l 1 .. I L Y• N Y 1 • = 1 I I I e € v li INTERSEC WA L:: , - Excessiv U verd ig Procedure i ( Bo Ider 6ua Booklet - P5. 1 Fig. 4) n Y n v o G L 1 c L • Wh a n ova - .. -I�m r s ire d ' , w ' f � O 1 _ .5". E E E • 6 cla.t sceoi11. erg ir:.cdnq a prodde m 5 - '� l 1 m 6 a m G 1 1 W a H Superior Walls 1 4-> 48 V a r�re Hudson Vaflcy - IOLhI V AENUE � __ I POUGHVEEPSI N1' 12601 ,, i . I `i45 485 -4033 t.. (, i `a -25(11 I e E -mall Inr o r c� s whv,com W R b sl te: - ww, swhv, rum _ We -------- .__. -_ _----- -.___— LDER W BU ILDE R S 48 Bates St No rth amp ton , MA 0 1 0 60 ) 1 Joists Parallel edicular • (pig. 28) (Fig. rpen 29) PROJEC T 11 L Joists P ! _ 1 , - -- — _— —_ - -- — LOT # 1 1 II I 1I r, CRAFTSMAN COTT Village Hi _ ,. o � Northampt MA 1 I 1 1 1 1 1 I� - - = I �� • I i 1 11 ,I '.1 1 II I1�1 1 D,ATE'. REVISED. 0 9 -30 -10 10 -19 -10 1 1 I 1 Y A4�N B (.ALE. DR S PDA None PROJECT NO.: SHEET NO.: Q16444 S of 5 SUPERIOR WALLS PRECAST SYSTEM Floor Connection: Joists Pe�endlcular to Superior _Walls Floor Connection Joists Perpendicular to Superior r Walls Modular Connection n (Builder Gueeline Booklet -� (3u lari Gold lu e 3�oklat - Pg. �7 Fig. 17) cAV e _ r •„ � „ ` „r „ g. ^ b. Fly - i6' ,3wlda Gmdeli e Booklet- Pa 33 rig. 251 Fran nq Stra Requirements (Tahle 5) v=.c. • C 1 on -.JI Erve is reroumended between _ ,c the top bu -d beam er d the kill plate Ba,, +fill Ncigl t I -am ^g r 6p.IErg Use a l/A d od glsi straps ar e it ff cult to • II IEEE L � i u ( .!� r Ji s t sill plate T � N n L, d MI • Tler n t, Sr pf sbel tth dlu st d �6 0,.. N �' �� 1� o _ n 11 plate ed. Use 1 rail fastened 1 1-1 I . the ed - °•� � � 1' � nails DIc T ] l rn every le ofth " " ` h Sy o- ., a" \ ( n S y befu e setting the st the e.mmg S6 ap b sill elate 1 I I . �' t neon 1 II. j m.�.�o roc E,v., Acorc ( C., y � ��a�, ■ - I g,.rap ti r In N, I uh.Siii Pixie INIor. ILL N !. �C �: rd Flean, R.- o i , t , En H i _ 1. 1 IIl lll � ll 2 n • H,, ll1 =1 l gggggg k LI =111T-- 11 S o Floor Connection: Joists Parallel to Superior Walls Floor Connection: Joists Parallel to Superior Walls l — ll= H EFE I IF, e (Bu Icei Guideline F aste(ii Schedule (Table 41 31 (Builder G d ie Booklet- P. 29. Fig 191 J. uklat - Pg. 2S Fig. 1 1 r11 — I III .,,,m .. , � _ _ — - 9 .,, � eR , na s 0 f i �'" D �.` ^� xrc,�E °_�.;k5., Heigl t Sill PI f B u 8 31a.x N sc of oile M Soliirroum ' Rl ranee E E xa Daylight Basement (Frost Are �' B ^£ SI`an:I Flouts; R td 91ork rr F ��, m' inn III ' II =I I �iIC .- ,ter �a�e�,e s, s(gFro a li ht asemenY !Above Grade Wall Areas) p v , B Crushed Stone Trench Foot (1 r Bolt iJ High 1 11 2 r 1 2 1 to under c - y vn in, ;1 ■ e Bolt clam, - ' � , ,r n , t • M be HI sa 1- stun d b, tl r c L �h 1u' High v�, li _ Wes - oomer Sao ° -�� s o bolt 1 2d � tOTh e Yflli g [p nth pit II f :Fl G • I - � Beam Bearing l Holdown e (' g Provide outlet pipe) p '� xt i „ „,„.„, n trench to possibility o ppccrush rJrm„h „ r V t / ',,,..NN r iId use mall e dm. -- - ,.,�,. v omm o r ,v n,q \ \ � \. �� .Trench ',lust eX._r d belo�, local host depth , as srvv x,, �� r TL / \ e. ,e • Firer M14emb !nr. De code _ — / ... _. t \ \ • N dC • of trench Is 36 . r _ �� • • Fill l e loth , 2 • s clear e s�� br in � I', �� ,.... e.,ak p \ \ � A � � � S % g 11f1:-, wtl _.. of a ibatTfetop 4'- 8'ru.,t be t� I ?' - I -._ - r ushe stn e. \ fs 1u r. \ \� \ n � V • e the exp eU st nes n he xte�iarf the w ll f 7 { t ( - A.\ �„ � � & itl b ckflll u p t t e Ikconstruction' opurly 1 a hnatc t r ! � 1.f � , \ v� . � " slo f ed .0 s away de J . _ II =1 • ��. � \ w e t� • 6 d slab io 'e t ete Grpour. _.. � �/ • IstII back renal c rs rte9.41,w of _ - -11 j 1 _ 9 ' \ nst a no t [t t n footing ales which will reduce .j tl a Gkeliho 1) e .Ivs oars, ear day. F.r ^,< M i r .,n 55 stanx 55, TAIL 4 1 ,,,,a1,5n i 4\ Superior Walls 68 VIOLEI _ _ \/ \ POUGHK EPSIE NY 126111 A A �� (2X61 ESC well Brm:-g (845)485 -4033 ax ( B45)485-2501 2Xs Er , 001115.1', E -mall Infou1S(viv,conl 'Neosite mww,swhv.com 1 BUILDER WRIGHT BUILDERS 48 Bates Street • Northampton, MA 01060 TOP CORD BEARING TRUSS PROJECT • LOT # 1 j CRAFTSMAN COTTAGE Village Hill =� -rx Northampton, MA 51ED1 OF SO LID CONCRETE POUR AT BEAr4 BEARING I- 0_00b0N DATE', REVISED 09 -30 -10 10 -19 -10 DRAWN BY: SCALE. PDA None ' PROJECT NO.: SHEET NO,: 1 Q16444 4 of 5 0 /4 0 0 9 o ______.---- i iii ellio 7 ...7' 1 i .' OIN '--.,....,, 4\ Superior d Walls P. �r y ! 68 V1ULtl AVENUE J PO PSI NV 1 12601 (945)485 -4033 -4033 - dx '(845)485 -2501 E-mall: infoesvnv.com Webslt v, wwswhv.cc'n BUILDER: WRIGHT BUILDERS 48 Bates Street r / 1 3 ,... M 7„...,„7„..„-- Northampton, MA 01060 4 PROJECT LOT # 1 CRAFTSMAN COTTAGE � Village Hill Northampton, MA DATE: REVISED. 09 -30 -10 10 -19 -10 DRAWN BY' SCALE. PDA None PROJECT NO.: SHEET NO Q16444 3 of 5 60' 24' 36' NOTES: - 3 2510' 10' 6' 6' A. >GARAGE DOOR CUTOUT 1 1 I 1 / 9'4'W x ___• DEEP B. >ENTRY DOOR CUTOUT :r. 3' -4 x _„ DEEP m C. >wINDOw CAST -IN CO OM HOPPER S��i\%. i1 / i\ �i\! i\/ i\/ i a ih` ji \ /i\� \r I%, IN IN * /�/i \�: 32'W x 20' H ■ • C .. : 5• HEADER SUPPORT LEDGE 1p 4' "- — D.> ENTRY DOOR R,O, ,� DOWN 4' -8 1/2' d c-� (tit 4 x 8' -0'H * FROH T.ILW, -- 8' HEADER OD in, 6'6' ---T—:' ---1 (4' B,°.11N) E E E E E.>CONCRETE FOOTER \ 2'-0' x 2'-0' x 4_1/2' THICK �� I M Cu `'J E E E E 3 4 1/ 2' / LSIONS �� VERIF IED B /PROVIDED AMK DIMEN BY OTHERS TO BE _... m T.. WALL THICKNESS ■ 10 1/4' '� 6'5' 10'10 1/2' ALL PANELS INCLUDE INSULATION IN _, ..T • oi 4 SUPPORT LEDGE `r c vD ACCORDANCE WITH WALL LEGEND • DOWN 4' -8 If2' al �) c FROM T.C.W. - " I PER R ARCHITECTURAL O P S PLAN (BY OTHERS) I �J Np !ice \rij\.i . ij . • . . • . i\!f�Qi�\�a\�i�\>•'i . * . • .ice: _. A "' 1 SHIP LOOSE -- 5`9' i 1 0'3' -- 8' 1 - - - - - - - 1 1 41111111111111 (90) BOLTING HARDWARE (8) CONCRETE FOOTERS 8 6 D 2' -0' x 2' -0' x 4_1/2' THICK — 24' - - - - -- - 31' - - 5' 1 _ [R -10] 9' -O' TALL PANELS w/ 1' DOW BLUEBOARD INSULATION (\SuuerIorWaIIs AND 1' OWENS CORNING 'WARM- N -DRI' INSULATION / � at Hudson Valley T , O. W , - 0 r _ 0' / B . O, W , = -91-0' P O UGHKEEPSIE IN 12601 (845)485 -4033 Fax: (845)485 -2501 FVW _ [R -5] 4' -8' TALL PANELS w/ 1' DOW BLUEBOARD INSULATION E -mail: Info Eisvnv.corn Website: wwwsvfiv.com T.O.W, = C' -0' / B'O'W. = -4' -8' BUILDER: WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 A SEAL ON THIS PLA\ CONFIRMS THAT CUSTOMER RELEASE THIS SUPERIOR WALLS FOUNDATION IS 'I ADEQUATE TO SUPPORT THE S RUCTURE ABOVE PROJECT'. • The attached drawing was created from LOT # 1 Information and dimensions provided by the customer /builder. Superior Walls of CRAFTSMAN COTTAGE the Hudson Valley is not responsible Village Hill for deviations from the Blue Print or information provided by customer /builder. Northampton, MA I have reviewed the attached drawing(s)! DATE: REVISED: and all of the dimensions and objects therein; 09 -30 -10 10 -19 -10 1 understand that the Superior Walls will he NOTE TO OWNER: THIS SHOP DRAWING SHALL BE REVIEWED nustom manufactured per this drawing AND RETURNED TO SWHV SIGNED AS "APPROVED" PRIOR TO especially for me. Therefor having reviewed FABRICAI ION. OWNER OR OWNER REPRESENTATIVE SHALL i the drawing and all of the listed dimensions, VERIFY THAT LAYOUT DIMENSIONS, ROUGH OPENINGS, TOP OF I accept full responsibility for any and all WALL ELEVATIONS. LEDGE ELEVATIONS. LOAD CAPACITY' OF measurements and information provided by DRAWN BY: SCALE. WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. i me. OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL PDA None PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. X PROJECT NO.: SHEET NO.: PLEASE MARK CRANE LOCATION(S) WITH AN "X" Approved Date • Q16444 2 of 5 QUALITY ASSURANCE CRITERIA SHEET INDEX 3rd Party Inspection Agency: PFS Corporation, Madison, WI 1 of 5 - General Notes Quality Assurance Manual: Superior Walls of America MAN 42 -8002 [4 -10 -2007] Site Preparation Guide: Superior Walls Builder Guideline Booklet MAN 42 -9000 [January 2008] 2 of 5 - Plan View (Foundation) 3 of 5 - Isometric View 4 of 5 - Details / Sections 5 of 5 - Details / Sections WALL MATERIALS Concrete Compressive Strength: 5,000 PSI Water /Cement Ratio: s 0.40 DAMP PROOFING Reinforcing Steel: No. 4 and larger - 60,000 PSI - DAMP 3 and smaller - 40,000 PSI Superior Walls are recognized by Secondary Reinforcement: Polypropylene Fiber the ICC -ES as an alternate method Embedded Wood Blocking: Preservatively Pressure Treated of providing foundation wall damp Insulation: R -5 & R -10 proofing. No additional damp proofing is required. (See ICC -ES Report ESR -1553) GENERAL NOTES 1. Jobsite shall be prepared by the builder in accordance with Superior Walls of America Builder Guideline Booklet - Site Preparation and Framing Attachment Requirements (MAN 42 -8002) PLEASE NOTE and Construction Detail shown on Sheets 4 and 5 of this drawing submission. To comply with building code 2. Auxiliary drain pipe must be four (4) inch diameter perforated and directed to a sump pit or daylight. 3. Builder shall establish the required elevation benchmark. requirements, the framing /decking 4. Builder shall ensure site access for trucks and crane. connections at the top of the Superior Wall and floor slab at the bottom of the Superior Wall MUST be completed prior to back filling. t- Superior was INSTALLATION NOTES Nike Hudson Valley 68 ' VIOLET AVENUE POUGHKEEPSIE, NY 12601 1. Installation shall be supervised by a Superior Walls certified installer. (645)485 -4033 Pox (845)485 -2501 E -mail. infa46'sv1v.com Certification is obtained through Superior Walls of America, Ltd. Weasite: ""'".s°'''v.`am BUILDER 2. Installation shall comply with Superior Walls of America's Installation Manual (8- 17 -06) WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 PROJECT LOT # 1 CRAFTSMAN COTTAGE Village Hill Northampton, MA DATE: REVISED. 09 -30 -10 10 -19 -10 NOTE TO OWNER: THIS SHOP DRAWING SHALL BE REVIEWED AND RETURNED TO SWHV SIGNED AS "APPROVED' PRIOR TO FABRICATION. OWNER OR OWNER REPRESENTATIVE SHALL DRAWN BY' SCALE VERIFY THAT LAYOUT DIMENSIONS. ROUGH OPENINGS. TOP OF WALL ELEVATIONS, LEDGE ELEVATIONS, LOAD CAPACITY OF PDA None WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. A SEAL ON THIS PLAN CONFIRMS THAT PROJECT NO.: SHEET NO.: OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL THIS SUPERIOR WALLS FOUNDATION IS PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. ADEQUATE TO SUPPORT THE STRUCTURE ABOVE Q16444 1 of 5