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Ll W x w��x . >vtn�? <n J�dMN71dN V j 211V � a tu I H63?Id .r 7 V x T 3 38. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 39. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom,within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 40. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 41. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(a)-northamptonma.gov Thank you for your cooperation on these matters. 4ckii City of Northampton Assistant Commissioner and Zoning Enforcement 23. 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. 24. Floorjoist systems that are not equal to 1%2" nominal dimension must be covered with%" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 25. Educate the plumber and electrician about maximum notch and hole sizes,and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 26. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%2" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 27. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 29. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 30. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 31. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 32. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 33. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 34. Dwelling/Garage fire separation. An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 35. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 36. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 37. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4"slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. [-joist and or Floor Truss c. Roof truss 15. All I-Joist need to be protected from fire with%2 drywall or 5/8 wood structural panel. (R501.3) 16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 18. 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 19. 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 20. 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 21. 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 1St floor. Minimum clear opening 20"x24" or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel,opening measured from the face of the slab to the stop with door at 90 degrees,one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. City of Northampton �/•J ,,, �1� X15., � sf�,r Massachusetts ` y W xl `f DEPARTMENT OF BUILDING INSPECTIONS � n 212 Main Street • Municipal Building �f�•,. ` Northampton, MA 01060 �NjyC� INSPECTOR Ed Jazab May 19, 2014 9 Shepherds Hollow Leeds, MA 01053 Subject Location: 12 Beaver Brook Loop lot#19 Map Block: 06-064 Mr.Jazab, Your building permit application dated 5-13-14 and plans dated 7-2000 have been approved as drawn and per this memo. All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Braced wall detailing at the garage door per R602.10.3.4 CS-PF. 2. Copy of the approved sprinkler plans in electronic format. 3. HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 4. One of the piers for the deck needs to be larger at the base as noted on plan,the assumed bearing is 2000 Ibs not 4000 as the plan indicates. 5. The complete chimney structure is deleted from the plan. 6. The dinette ceiling has to be R-38 per prescription although HERS allows for tradeoffs. 7. The sheathing above the dinette on the exterior wall needs to continue all the way to the beam to create an air barrier on the back side of the wall and to tie the beam to the wall system. 8. Warm air heating systems require a separate sheet metal permit with heat loss calculation, duct line drawing, and equipment specifications. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1, 2014 and an expectation of a new Stretch Code. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be %_" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1 City of Northampton Mail-RE: 12 Beaver Brook Loop https://mail.google.com/mail/u/0/?ui=2&ik=3921Iafc3d&view=pt&se... L s a Charles Miller<cmiller @northamptonma.gov> RE: 12 Beaver Brook Loop 1 message Duane Nichols<dnichols@northamptonma.gov> Mon,May 19,2014 at 10:10 AM To:Charles Miller<cmiller @northamptonma.gov> Chuck, Yes,if you can make it a condition that would be great. Duane From:Charles Miller[mailto:cmiller @northamptonma.gov] Sent:Monday,May 19,2014 9:39 AM To:Duane Nichols Subject:12 Beaver Brook Loop Hi Duane, have an application in for a new home at 12 Beaver Brook.This location requires a residential sprinkler system.Included is a signed contract with Red Hawk Fire&Security,but no drawing at this time.Are you OK with me issuing the permit before you have drawings to review?I can make it a condition of the issuance to have signed sprinkler drawings from you before our rough inspection can occur. Thanks, Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) I of 1 5/19/2014 10:11 AM PRI—Performance Standard for APA EWS I-Joists 5 4.2 Allowable Span 4.2.1 The allowable spans, as shown in Tables la and lb, indicate the allowable clear span for various joist spacings under typical residential floor loads(10 psf dead load and 40 psf live load). 4.3 Design Properties 4.3.1 APA EWS Performance-Rated I Joists shall be designed based on the tabulated values provided in Table 2. 4.4 Characteristic Test Values 4.4.1 APA EWS Performance-Rated I Joists shall have characteristic test values that are equal to or greater than the values given in Table 3. TABLE 1 a. ALLOWABLE SPANS FOR APA EWS PERFORMANCE-RATED I-JOISTS-SIMPLE SPAN ONLY(a,b,c,d) Simple Spans Joist On Center Spacing Depth Designation 12" 16" 19.2" 24" PRI-20 16'-7" 15'-2" 14'-4" 13'-5" i PRI-30 17'-1" 15-8" 14'-10" 13'-10" 9-1/2" PRI-40 18'0" 16'-5" 15'-6" 14'-6" PRI-50 17'-10" 16-4" 15'-5" - 14'-5" PRI-60 18'-11" 17'-4" 164" 15'-3" i PRI-20 19'-10" 18'-2" 17'-2" 16-0" i PRI-30 20'-6" 18'-9" 17'-8" 16-6" PRI-40 21'-5" 19'-7" 18'-6" 16-8" 1 1-7/8" PRI-50 2 P-4" 19'-6" 18'-5" 17'-2" .........PRI.60..._._..._.._.......................................22'-�................................................._20'-8"...._............. .............................................1 q._6.. 18.-2.. ........................... ...................................................................... PRI-70 23-0" 2P-0" 191-10" 18'-6" ......................................................................................................................................................................................................-..............................................................................,............_............................ . PRI-80 24,-11" 22'-8" 21'-4" 19'-10" ........................................................................................................................................................................................................................................................................................... ..... PRI-90 25'-8" 23'-4" 22'-0" 20'-5" I -.........................................................................................................................................................-.................................................................._........................__............................................................--...--_...._ .._..............._.__....................................................................... PRI-40 24'-4" 22'-3" 20'-6" 18'4" ........................_......_.I.............................................................................................................................................................................................................................................................................................................. ...... PRI-50 24'-4" 22'-2" 21'-0" 19'-7" ................................................................._..._............................... ............................................_.....................................................................-................................................................................. 14" _PRI-60....................._.................._............._25'-9•.........__........................__....._23;6.....................................................22._2•......................._.......__......... 0..-8'......._............... PRI-70.........................--_........__.............._26..1" 23.-10" 22'-6° 20.-11" ...........................................................................-........................................................................................................................._...._.._.............. PRI-80.........................................................28' 3...................._......................._25-9.. 24.-3 22.-7 PRI-90 29'-1" 26'-5" 24'-11" 23'-2" .................................................................................................................................................................................................................................................................................................................................................................................................... j PRI-40 26-11" 24'-3" 22'-1" 19'-9" ................ ....._.........._................._...........................................................................__......................................................................................................................................................................_............................... PRI-50 27'-0" 24'-8" 23-4" 20'-2" E 16„ PRI-60 28'-6" 26'-0" 24'-7" 22'-10" PRI-70 29'-0" 26-5" 24'-11" 23'-1" PRI-80 31'-4" 28'-6" 26-10" 25-0" PRI-90 32'-2" 29'-3" 27'-7" 25'-7" (a)Allowable clear span applicable to simple-span residential floor construction with a design dead load of 10 psf and live load of 40 psf.The live load deflection is limited to span/480. (b)Spans are based on a composite floor with glued-nailed sheathing meeting the requirements for APA Rated Sheathing or APA Rated STURD-1- FLOOR conforming to PRP-108,PS 1,or PS 2 with a minimum thickness of 19/32 inch(40/20 or 20 oc)for a joist spacing of 19.2 inches or less, or 23/32 inch(48/24 or 24 oc)for a joist spacing of 24 inches.Adhesive shall meet APA Specification AFG-01 or ASTM D 3498.Spans shall be reduced 12 inches when the floor sheathing is nailed only. (c)Minimum bearing length shall be 1-3/4 inches for the end bearings. (d)Bearing stiffeners are not required when 1-joists are used with the spans and spacings given in this table,except as required by hanger manu- facturers. I I Form No. EWS X720F■©2004 APA—The Engineered Wood Association■www.apawood.org Job Truss Truss Type my Py Northampton Truss 14052026B T02GE COMMON SUPPORTED GAB 2 1 0004 Job Reference(optimal) Universal Forest Produces 7.4�a2 Jul 2522013 MiIQk Indusitigskl �ri Mk)L1¢�en2201Z page 1 ID:?T3ByGnXiaCOBBfe_PTzi3zGIKJ-NT6xVG 1r1wdp'ma7Ri.w, FP3 EAS tl9 FDF 5 Y 14-0-0 28-0-0 14-0-0 14-" 4x4= Scale=1:61. 8.00 12 9 8 10 3x4 i 7 11 6 3x4 5 12 13 4 14 6 S 6 3 E15 C15 15 4 2 3 2 3 2 16 17 rr � Iq ° 3x4= ° 3x4= 30 29 28 27 26 25 24 23 22 21 20 19 18 5x6= 28-0-0 28-0-0 Plate Offsets X 23:0.3-0 0-3-0 LOADING(psf) SPACING 1-114 CSI DEFL in Ooc) Udell L/d PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.15 Vert(LL) n/a - We 999 MT20 197/144 (Roof Snow=42.0) Lumber Increase 1.15 BC 0.17 Vert(TL) n/a - n/a 999 TCDL 10.0 Raptness lncr YES WB 0.25 Horz(TL) 0.01 18 n/a We BCLL 0.0 BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:143 lb FT 4% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 use purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud*Except* WEBS 1 Row at mdpt 9-24 ST7,ST6:2x4 SPF No.2 REACTIONS All beatings 26-0.0. (lb)-Max Horz 3D--279(LC 4) Max Uplift All uplift 100 lb or less atjoint(s)25,26,27,28,23,22,21,20,18 except 29=-186(LC 5),30=-201(LC 4),19=-187(LC 4) Max Grav All reactions 250 lb or less at joint(s)26,27,29,22,21,19 except 24=353(LC 1),25=259(LC 1).28=251(LC 1),30=325(LC 1),23-259(LC 1),20=251(LC 1), 18=325(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=0/294,8-9-01362.9-10=01362,10-11=0/294 WEBS 924=-314/0 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.0psf;h=24ft;Cat II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only.For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIrrPI 1. 3)TCLL:ASCE 7-05;Pf=42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1.1 4)This truss has been checked for uniform snow load only,except as noted. 5)As requested,plates have not been designed to provide for placement tolerances or rough handing and erection conditions.It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)25,26,27,28,23,22,21,20,18 except(jt=1b)29=186,30=201,19-187. 10)Non Standard bearing condition.Review required. 11)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. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASES)Standard SN DP All CG HN n P Cl IL No 43029 A�Oe�FG/STEREO �k This unss is to be fabricated per ANSI7IPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is for m individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility for the correctness m accuracy d the design information as it may relate to a specific building.Cenificatien is valid only when truss is fabricated by a CFP company.Bracing shown is for lateral support of truss members only and does not replace crectien and permanent bracing.Refer to Building Component Safety Information(BCSI)for general guidance regarding storage,delivery,erection and bracing avatlable from SBCA and Truss Plate Institute. Job Truce rrueerype oty Ply Northampton Truss 140520266 T02 COMMON 16 1 0003 Job Reference o fional Universal Forest Products 7�30 5 Ju12520�3 MLTY��$rs�gssf�c.Fri Ma 16 0$: 0fl 20114�a e 1 ID:?T36yGnXiaCOBBfe_PTzi3zGIKJ-vGYLHw C y C UU gOghHy?g8(1 YZ1 z 7-2-7 14-M 20-9-9 28-0-0 7-2-7 6-9-9 6-9-9 7-2-7 4x6= Scale=1:59. 8.00 12 5 3x4 i 3x4 2x4\\ 4 6 2x4 3 7 2 5x6 i 5x6 5x6 i 2 8 5x6 1 1 9 CD 1 qI IY 4x6= 12 11 10 4x6= 4x4- 3x4= 3x4= 3x4= 4x4= 1-2-1 9-8-15 183-1 26-9-4 8-0 2-1 8-63 8-63 81i3 2-1 Plate Offsets X Y: 1:0-3-9 0-2-0 1:0-0-3 Ede L9:0-3-9,0-2-01,9:1-1-4 Ed e LOADING(Psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 410 Plates Increase 1.15 TC 0.54 TW1nd(LL)Vert(LL) -0.20 9-10 >999 240 MT20 1971144 (Roof Snow=42.0) Lumber Increase 1.15 BC 0.75 Vert(TL) -0.53 1-12 >623 180 TCDL 10.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.09 9 n/a n/a BCLL 0.0 Code IRC2009/TPI2007 (Matrix) 0.05 1-12 >999 360 Weight:130 lb FT=4% BCOL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural woad sheathing directly applied or 4-513 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. WEBS 2x4 SPF No.2'Except' WI:2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x8 SP No.1 4-0-2,Right 2x8 SP No.1 4-0-2 REACTIONS (lb/size) 1=1708/0-5-8(min.0-2-11),9=1708/0-5-8(min.0-2-11) Max Herz 1--288(LC 4) Max Upliftl=-147(LC 6),9=-147(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2462/562,2-3--22961587,3-4=-2153/624,4-5=-19381659,5-6--1938/659,6-7=2151824.7-8=-2296/587,8-9=-2462/562 BOT CHORD 1-12=-361/1917,11-12--74/1273,10.11=-7411273,9-10=-361/1917 WEBS 5-10=-261/822,7-10=-637/375,5-12=-261/822,3-12=-6371375 NOTES 1)Wnd:ASCE 7-05;100mph;TCDL=5.Opsf;SCDL=5.0psf;h=24ft;Cal.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exledor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=42.0 psf(flat roof snow);Category II;Exp C:Partially Exp.;Ct=1.1 3)This truss has been checked for uniform snow load only,except as noted. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any other live bads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except(jt=1b)1-147,9=147. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI RPI 1. 8)"Sancti-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASES)Standard s�PSN OF Sic yG HN N P C IL No.43029 AAp� FC/STF A FS f aG Ibis muss is to be fabricated per ANSVIPI quality requirements.Places shall be of sift and type shown and centered at joints unless otherwise natal.71tis design is based upon parameters shown,and is for an individual building component to he installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design infumation on this sheet for conformance with conditions and requirements of the spmifc building and governing codes and ordinances.Building Designer accepts responsibility for the carrecmess or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFP company.Bracing shown is for lateral support of truss members only and dues not replace erection and permanent bracing.Refer to Building Component Safety Information(BCSU For general guidance regardiog storage.delivery,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type City Ply Northampton Truss 140520268 T01GE COMMON SUPPORTED GAB 1 1 0002 Jab Reference(optional) Universal Forest Products J-zKik'2 ��La � c a Yn�6U1 FZb10:?T36yGnXiaCOBBfe_PTzi3zGIK xz 13-0-0 26-0-0 13-0-0 13-0-0 4x4= Scale=1:56. 7 I 6 8 8.00 12 5 9 4 10 3 6 11 5 5 E14 E14 2 3 3 12 2 2 1 1 1 13 n n yI 8 P. P1 Iy 0 3x4= 3x4= o 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 26-" 26-0-0 LOADING(psf) SPACING 1 114 CSI DEFL in (loc) t/defl LA PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow=42.0) Lumber Increase 1.15 BC 0.19 Vert(TL) n/a - n/a 999 TCDL 10.0 Re BCDL 10.0 p Stress Incr YES WB 0.22 Hoa(fL) -0.01 14 We n/a BCLL 0.0 Code IRC2009/TPI2007 (Matrix) Weight:127 lb FT=4% LUMBER BRACING TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud*Except' WEBS 1 Row at mdpt 7-20 ST6,ST5:2x4 SPF No.2 REACTIONS All bearings 24-0-0. 01b)-Max Horz 25=-259(LC 4) Max Uplift All uplift 100 to or less at joint(s)21,22,23,19,17,16 except 24-191(LC 5),25=-107(LC 4),15--183(LC 4),14=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s)22,24,17,15 except 20=468(LC 1),21=265(LC 1),23=260(LC 1),25=410(LC 1),19=265(LC 1),16=260(LC 1), 14=41 O(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-122(337,2-3=-103272,3-4=-25297,4-5=0291,5-6=0296,6-7=0/340,7-8=0/340,8-9=0/296.9-10=0/291,10-11=-20297,11.12=-96272,12-13--1181337 WEBS 7-20=430/0,2-25--316/164,12-14=-3161164 NOTES 1)Wind:ASCE 7-05;100mph;TCDL-5.Opsf:BCDL=5.Opsf,h-24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only.For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI?PI 1. 3)TCLL:ASCE 7-05;Pf=42.0 Pat(flat roof snow);Category 11:Exp C;Partially Exp.;Ct-1.1 4)This truss has been checked for uniform snow load only,except as noted. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions.It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21,22,23,19,17,16 except(It-lb)24=191,25=107,15=183,14=102. 10)Non Standard bearing condition.Review required. 11)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. 12)"Seni-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard 1H OF AV, yG HN to P C IL No 43029 ADD,�FCJSTER�O FS / ate` This truss is to be fabricated per ANSUIPI quality requirements.Plates shall be of size and type shown and centered at joints unless alt—ise noted.This design is based upon parameters shown,and is form individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designa.Building Designer shall verify all design information on this.sheet for conformance with conditions and requirements of the specific building and govemmg tales and ordinances.Building Designer accepts responsibility for the conieciness a accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a LFP company.Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing.Refer to Building Component Safety Information(BCSI)fa general guidance regardirg storage,delivery,1—tion and bracing available from SBCA and Truss Plate Institute. Job 7T;1 rmssType 061 Ply 7NOr hampton Truss 140520268 COMMON 11 0001 ob Re krence(Optimal)��55 8 oe 2Q'� p Universal Forest Products ID:?T3ByGnXiaCOBBfe PTzi37GIKJ-VhtdNj"l ZhwNH'Z'41Jti&6�� olkJbpl4UZC.�a l 6 8-7 13-0-0 193-9 26-M 6.8-7 63-9 63-9 6.8-7 44= Scale at 1:55. 4 8.00 FIT 2x4\\ 2x4 3 5 2 5x6 i 54 2 1 1 7 n� n Iv ° 1-0 10 24-0-0 Q R — 4x4— 3x4= 3x4= 3x4= 4x4= ,1-1-17, 9-0-9 16-11-7 24-10-4 N 7-10-13 7-10-13 7-10-13 1-1 Plate Offsets X Y:11:0-3-9,0-2-01,1:0-0-3 Ede :0-3-9,0-2-01, :1-14 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.16 1-10 >999 240 MT20 197/144 (Roof Snow=42.0) Lumbar Increase 1.15 BC 0.71 Vert(TL) -0.43 1-10 >712 180 TCLL 10.0 BCDL 10.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.08 7 me n/a BCLL 0.0 Code IRC2009/TPI2007 (Matrix) Wlnd(LL) 0.06 7-8 >999 360 Weight:113 lb FT-4% LUMBER BRACING TOP CHORD 2x4 SPF Ni TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. WEBS 2x4 SPF No.2*Except' W1:2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x8 SP Ni 2-6-0,Right 2x8 SP No.1 2-" REACTIONS (lb/size) 1=1594/0-3-8(min.0-2-8),7=1594/0-3-8(min.0-2-8) Max Horz 1-268(LC 5) Max Uplift1=-138(LC 6),7=-138(LC 7) FORCES fib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2315/530,2-3--2172/553,3-4=-2027/621,4-5--2027 1621,5-6-2172/553,6-7=-2315/530 BOT CHORD 1-10=-342/1807,9-10-7111194,8-9=-71/1194,7-6=-342/1807 WEBS 4-8=-2501786,5-8=-6091354,4-10--250/786,3-10=-6091354 NOTES 1)Wind:ASCE 7-05;1 00m TCOL=5.Opsf;BCDL-5.0psf,h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;canti lever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pt-42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)This loos has been checked for uniform snow load only,except as noted. 4)As requested,plates have not been designed to provide for placement tolerances or rough handing and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 1 bottom chord Ova load nonconcurrent with any other live bads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=138,7=138. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/pI 1. 8)"Semi-rigid pibhbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASES)Standard ZN QF 0,1151 yG HN (n P Cl IL No 43029 G/STERti� This uuss is ro he fabricated per Ah'SUI'PI quality requirements.Plates shall be of siee and type shown and ceme od m joints unless otherwise noted.This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design inform Line on this sheet for conformance with conditions and requirements of the specific building and goveming codes and ordinances Budding Designer accepts responsibility for the correctness ar accuracy of the design information as it may relate to a specific building Certification is valid only when lass is fabricated by a UFP company.Bracing shown is for lateral suppoi of tmss members only and does not replace erection and I . permanent bracing.Refer to Building Component Safety Information(BCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truss Plate Institute. Gliertt Shipping NORTHAMPTON.MA -1--$COASTAL Project Name: iJob#: Quantity 1 (4pCS.) Description: BEAM 47 2.0E CP-LAM 1.750" X 11.875" 4-Ply PASSED Sil 5/2014 10:46 AM Page 1 of 1 Designer:JLP a Wit 17-1 13PF 2SPF 12'6" Type: Girder Application: Floor Reactions Plies; 4 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 3148 1704 0 0 0 Deflection LL: 360 Load Sharing: Yes 2 3148 1704 0 0 0 Deflection TL: 240 Deck: Not Checked lmportance: Normal Vibration: Not Checked Temperature; Temp-I DOT Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld,Comb L Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld Case 1-SPF 3-500' 1750" 93% `1704 13148 4852 L D+L Moment 14579 ft-lb 6'3- 43867 ft-lb 0332(33%)D+L L 2-SPF 3.500� 1.750" 93% 17041314a 4852 L D+L Shear 4041 lb 111/2' `15794 lb 0.256 t26%)D+L L LL Defl inch 0,127(1-111142) 6-3- 0 402(LJ360) 0320(32%)L L TL Deff inch 0,195(1-1741) 6-3- 0.603(11240) 0.320(32%)D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details 3 Top loads must be supported equally bV all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const Comments Uniform 13-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 22 PLF i"A OF CHA H L Notes Coastal Forest Products G,r_,-wej 5,-w ms,-e.o,oye Handling&Installation 451 South River Rd,NH :,ft M—W"t 00—Sy CJ M-1 C—Pm—""'— I LVt�a—-,.—tv 1.1 a W,Ikd USA d-9., h-1 It 1.(ft 2 We 1. 1-1 03110 Lumber 3 lt—-4"a-.- COASTAL ! D,-::- --=",1111! 1'- L� A L-M .111 h. Powered by 0 isiruck'"13 6 D96 "CA10.11AIED STWURED OES*NS Client Shipping NORTHAMPTON,MA 4— COASTAL �--# I-—"�"- Project Name: Job#: Cluanlity I (3pcs.) Description: 5/15/2014 BEAM #6 2.0E CP-LAM 1.750" X 11.875" 3-Ply PASSED Page 1 of 1 10:47 AM Designer:JLP C A itiW il it IM-11 Z 40 RAW L' ISPF 2SPr 3SPF 45'9 3,14' 1 91 114" H,114 17V Type: Girder Application; Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Cons[ Moisture Condition;Dry Building Code: IBC 2012 1 IRC 1 1901 761 0 r.1 0 Deflection LL: 360 Load Sharing: Yes 2 7927 3742 0 0 0 Deflection TL: 240 Deck: Not Checked 3 3683 1462 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp<=100*F Bearings Bearing Input In Cap, React DiL lb Total Ld.Case Ld Comb, Analysis Actual Location Allowed Capacity Load Comb.LA.Case Length Analysis Neg Moment -9936 ft-lb 8'5 3A" 32755 fl-lb 0.303(30%)D+L LL 1-SPF 3,500" 1-500- 80% 761/1901 2662 L_ D+L Pos Moment 9242 ft-lb 13'6 13116" 327551t-lb 0,282(28%)D-L -L 2-SPF 5.250" 5.25D" 100% 3742/7927 11669 LL D+L Shear 5636 lb 9'5 518" 11845 lb 0,475(48%)D+L LL 3-SPF 3.500" 2.500* 90% 146213553 5045 -L D+L- LL Deft inch 0.059(L111799) 13'11 13116" 0.294(U360) 0200(20%) L -L TL Defl inch 0.079(LII1344) 13'2 9/16" 0.442(IJ240) 0.180(18%)D+L -L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies, ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Uniform 13-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 6-0-0 to 17-6-0 13-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF Self Weight 16 PLF 7) C .4821 h. T Notes Coastat Forest Products C--d-w S,,--d N,q.a,tj.a9y of Handling Installation 451 South River Rd,NH It. ad'�'V Of M 9<'� - 1 LVL —(Wt N CJI V USA 03110 Lumber COASTAL LIL L PoWered by iStfuctll 13 6 096 "CALCULATED 5TRMFED DESIGNS Client Shipping NORTHAMPTON,MA COASTAL IC—i- Project Name: Job#. Quantity 1 (3pcs.) Descilption 014 BEAM #5 2.0E CP-LAM 1.75091 X 11.875" 3-Ply PASSED 5115Page/2 1 of 1 10:44 AM Designer:JLP H 1� j 1;jj 718* ..........- r-3 1SPF 2 SPF L ISY H /4" Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind const. Moisture Condltion:,Dry Building Code: IBC 20121 IRG 1 1935 604 0 0 0 Deflection LL: 360 Load Sharing: Yes 2 1935 604 0 0 0 Deflection TL: 240 Deck: Not Checked importance; Normal Vibration: Not Checked Temperature: Temp 4=100T Bearings Bearing Input In Cap. React DIL lb Total Ld Case Ld.Comb Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld Case I-SPF 1500- 1.500* 76% 60411935 2539 L D-L Moment 9331 fl-lb 77 112' 32377 ft-lb 0.280(29%) D+L L 2-SPF 3.500- 1.500- 76% 60411935 2539 L D+L Shear 21861b V2 518' 118451b 0185(18%)D+L L LL Den inch 0.191(U929) 7-79/16" 0 493(L]360) 0.39D(39%)L L TL Deft inch 0.251(L7708) 77 9116' 0.740(U240) 0.340(34%)D-L L Design OK Design Notes 1 Girders are designed to be supported on the bottom edge only- 2 Multiple plies must be fastened together as per manufacturer's details. 3 Too loads must be supported equally by all plies ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments Uniform Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 16 PLF JJA Of CHAY T 6CTU L -1900�— Coastal Forest Products Notes 451 South River Rd,NH ,,w.o sj�w,,j o Handling&Installation USA Ina d—?.VC—1W 19D9. 'sne,se 1-11 2 R.I., H 1�- 03110 V.c1 .,IAtV f 1h4 W—J.d M—L'1-91-h I'!"'ZM 11�1 COASTAL Lumber 4 1 0,Y 410 e. 7 12A. W fi-,. Powered by @ iSiwcC 13 6 096 "CALCULAIED STWOURM DESIGNS ' | | | � � | ! ! Client shipping NORTHAMPTON,MA 6 COASTAL 41.1--l— Page 1 of I Designer:JLP WIM Type. Girder Application: Floor Reactions Plies 3 Design Method: ASO Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: )BC 2012 1 IRC 1 3158 1657 0 0 0 Deflection ILL: 360 Load Sharing: Yes 2 3158 1657 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Vibration: Not Checked Temperature: Temp<m 100'F Beafings Bearing Input In Cap- ReactD/Llb Total Ld.Case Ld Comb. Analysis Actual Location Al�owed Capacity Load Comb,Ld.Case Length Analysis Design OK Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details 3 Top loads must be supported equally by all olles. 10 Load Type Location TribWidth Side Dead Live Snow Wind Const Comments Self Weight 13 PLF CHAD Notes ftoastal Forest Products Handling A Installation 451 South River Rd,NH ! Client Shipping NORTHAMPTON,MA COASTAL Project Name: iJob# Quantity 1 (2pCs ascription, Page 1 of 1 Designer:JLP HW lh it iiW —w.— COASTAL COASTAL I ype: Girder Application: Floor Reactions Plies: 2 Design Method: ASQ Brg Live Dead Snow Wind Const Moisture Condition:Dry Eluilding Code: IBC 2012 1 IRC Deflection LL: 360 Load Sharing: No 0efiectioRTIL: 240 Deck: Not Checked Importance: Normal Vibration: Not Checked Temperature: Temp 100T Bearings Bearing Input In Cap. React DII-lb Total Ld Case Ld.Comb Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Moment 4272 ft-lb T6^ 13936 fl-lb 0307(31%)D+L L Design OK. Design Notes I Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details 3 Too loads must be supported eaualtv bv all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 'I 1A OF 4111 CTUML Notes astal Forest Products Handling&Installation 4511 South River Rd,NH USA Lvmher 0. COASTAL ` Client Stripping NORTHAMPTON,MA COASTAL Project Name: job#. Quantity 1 (3PCS•) Description BEAM #2 2.0E CP-LAM 1.750" X 18.000" 3-Ply PASSED 611512014 10:44 AM Page I of 1 _lDesignef:JLP P ............ ......................... ....................................... ................................... ®r -1.11,............. 1 SPF 2 SPF L H5 1/4" Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012 1 IRC 1 1052 2133 5368 0 0 Deflection LL: 360 Load Sharing: Yes 2 1952 2133 5358 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Vibration: Not Checked Temperature: Temp<-100'F Bearings Bearing Input In Cap. React D/Llb Total Ld Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capably Load Comb.Ld.Case I-SPF 3500" MOO- 98% 2-3315493 7616 L 0+0,75(L+S) Moment 26411 ft-lb 77 112" 75902 It-lb 0.374(37%)D+0.75(1-+S) L 2-SPF 3 500" 3.500" 98% 2133/5483 7616 L 0+0 75(L+S) Shear 6074 lb 17 314" 20648 lb 0,294(29%)D+0.75(L48) L LL Daft inch 0-151(1-11112) 7-79116" 0.499(1./360) 0,320(32%)0.75(L+S) L TL Defl inch 0,224(1-1001) 77 9116" 0,748(1-1240) 0.300(30%)0+0,75(L+S) L Design OK Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all Plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const Comments I Uniform 13-D-0 Top 15 PSF 0 PSF 55 PSF 0 PSF 0 PSF 2 Uniform 6-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 25 PLF OF CHAO H" V STR IJW Coastal Forest Products Notes 451 South River Rd,NH cIr iiajw svuxtwei rasqns u;mrm�bfe*,Vy a Handling&Installation IN St`uc�—1 adQ4—Y 01 ors c—P—A t--"' I LuL b—1-4 mi tr cut d—el USA IN—9n--— 2 A.F., 11 03110 �-,hty.10.-1 mq..—n:,- m.h an !a th, r� -d 1.—ty.l.----d�.I Lumber COASTAL P1�1—M-1 k It t— 1. d LYL 'L 10 b. —Ir.W.,Iank or Powered by @iStruct"I 13 6096 "111CULATEDSTA1OUREDDES*NS Client Shipping NORTHAMPTON,MA COASTAL Project Name: Job#: Quantity 1 (2pcs) Description: BEAM #1 2.0E CP-LAM 1.750" X 11.875" 2-P1 PASSED 01410:40 AM 2-Ply agelofl Designer:JLP WC l. C30�LSTAL 7/ 11 8" COr19TA 1 SPF 2 SPF 1.7• '�--�3 1/2" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 20121 IRC 1 0 884 3059 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked 2 0 864 3059 0 0 Importance: Nermal Vibration: Not Checked Temperature: Temp—100'F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld Comb, Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case a Moment 9059(1 4'9 1/2" 22996 ft-lb 0.394(39%)D+S L 1-SPF 3.500" 2.750" 96 h 884/3059 3943 L D+S 2"SPF 3.500" 2.750" 96% 88413059 3943 L D+S Shear 3084 lb 8'5" 9081 lb 0.340(34%)D+S L LL Defl inch 0 110(L/1004) 4.9 112" 0.308(1-1360) 0.350(36%)S L TL Defl inch 0 142(L/779) 4'9 1/2" 0.461(1-1240) 0.310(31%)D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturees details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Cons(. Comments 1 Uniform 12-0-0 Top 15 PSF 0 PSF 55 PSF 0 PSF 0 PSF Self Weight 11 PLF ,.' CHAO Nolan - . e :"!ua'iwr]!ro.,tl.rsoa•=r maw"e m rrr�zm Coastal Forest Products c:•o1Mn s•„.,-u.e+o.a�ro s r.:nm.:u.a y d Handling&Installation 4`""'"� 451 South River Rd.NH rM::uclural.fy d lRS 0a .M t-"an 1 LVL aaams n..x!net iv ea!or armor USA equac 03110 rapa•.smwy d!M cu]lamx aMre:tN Csnnatrif la ryarrary ns!.l'.Iron rc1tiv.]xn] T,,rFply . a Vx comp]rr.:+t r-1Y cd IM tMtnae] hstaxrg tlwa's W:.'n f'J.n9N.'a=ucs trC wtle .pW�s.a.and u•rvey mra..xnsoru.na coals a]amess Lumber a oar^.ssewen n s rw h"Ntl 5 a COASTAL e r Ib , .taae�ar]r]:.u]y r., nt� ra+,'s rraalrLZwK ] rtv se n'strons a w..N4:aakm'S! S R.rdS lole•x',.row.r+l yljrirp rgiM.b aYaO '^"'!•�•'•"'�°`""40 7 LA raNY lawb. P.C.]lift 4:. ratrtlaa a IaIC�Y Ci.a'r.nxMl dror.lron Powered by(31St rvcl 1"136096 CACUTATED STWURED DES045 PROJECT Proposal Number Date Agreement Number Page N/A 4-15-14 N/A 6 SIGNATURES CONSTITUTE ACCEPTANCE OF THE TERMS AND CONDITIONS CONTAINED HEREIN, AGREEMENT VALID UPON SIGNATURE OF RED HAWK MANAGER. Red Hawk Fire& Security, LLC Proposed By: a ted By: Lf o Te anechak Date Date Sprin er les Representative/Estimator I c ed B jvc�— i 4 Date M <ger,Red Ilaivk Fire&Security i i PROJECT Proposal Number Date Agreement Number Page N/A 4-15-14 N/A 5 named as additional insured under the Commercial General Liability policy only with respect to liability arising out of bodily injury or property damage but only to the extent resulting from the negligent acts or omissions of Seller or its willful misconduct arising out of the ongoing performance of its obligations under the contract. . Seller does not waive its right to subrogation or provide copies of its policies,certified or otherwise nor does it provide endorsements. 9. FORCE MAJEURE: Seller shall not be liable for any failure to perform or delays In installing or repairing equipment or systems,or for any interruption of any service to be performed hereunder,or In the performance of an obligation hereunder as a result of an event beyond its reasonable control, including, but not limited to, strikes,industrial disputes,fire,flood,acts of God,war,vandalism,rlot,national emergency,acts of terrorism,embargoes or restraints,supplier default,supplier default,extreme weather or traffic conditions,order or other act of any governmental agency,and shall not be required to supply any service to the Customer while interruption of such service due to any such cause shall continue. Service charges shall cease until service is resumed. 10. MUTUAL WAIVER OF DAMAGES: NOTWITHSTANDING ANYTHING ELSE IN THIS AGREEMENT, NEITHER PARTY SHALL BE LIABLE FOR ANY INDIRECT,LIQUIDATED,CONSEQUENTIAL, SPECIAL OR ECONOMIC LOSS,COST LIABILITY, DAMAGE OR EXPENSES HOWSOEVER ARISING, WHETHER OR NOT FORESEEABLE AND WHETHER OR NOT DUE TO NEGLIGENCE OF EITHER PARTY IN PART OR IN WHOLE. 4 11. LIMITATION OF LIABILITY: Notwithstanding anything to the contrary herein and to the extent permitted by law, the aggregate liability of Seller to the Customer,whether in contract,tort(including negligence),or otherwise will be limited to one(1)times the contract value,provided howeverthe foregoing does not limit the liability of Seller for any injury to,or death of a person,caused by the gross negligence of Seller. 12. ENVIRONMENTAL: Customer agrees and acknowledges that Customer shall be solely responsible for all costs, expenses, damages,fines,penalties, claims,and liabilities associated with or incurred in connection with hazardous materials or substances upon,beneath,about,or inside Customer's equipment or property,and Customer shall be solely responsible for reporting the presence of said hazardous materials or substances to the proper governmental authorities. Customer further agrees and acknowledges that title to,ownership of,and legal responsibility and liability for any and all such hazardous materials and substances at all times shall remain with Customer and that Customer shall be solely responsible for the removal, handling, and disposal of all hazardous materials in accordance with all applicable governmental regulations. 13. EXPORT COMPLIANCE:Customer hereby represents and warrants that it will comply with the requirements of all applicable export laws and regulations, including but not limited to the U.S.Export Administration Regulations,in the performance of this Agreement and the treatment of Confidential Information herein. Customer agrees to indemnify and hold harmless Seiler from any costs, penalties, or other losses caused by, or related to, any violation or breach of the representations and warranties in this provision. This provision shall survive any termination or expiration of this Agreement. 14. COMMERCIAL ITEMS: Seller agrees only to perform a contract for the sale of a commercial item on a fixed-price or time and material basis.The components, equipment and services proposed by Seller are commercial items as defined by the Federal Acquisition Regulations("FAR")Part 2,and the prices in any resulting contract and in any change proposal are based on Seller's standard commercial accounting policies and practices,which do not consider,and will not meet,any special requirements of U.S.Government cost principles and procedures under FAR or similar procurement regulations. 15. GENERAL: (a)This Agreement,and the Scope of Work,constitutes the entire Agreement between Customer and Seller and supersedes all prior written and I oral agreements in relation to the work contemplated under this Agreement. (b)No amendments,modifications,or supplements to this Agreement shall be binding unless in writing and signed by both parties. (c)Any rejection of goods for being nonconforming under the requirements of this contract must be made by the Customer by sending written notification to Seller of the rejection within fifteen(15)days after their delivery. Such notification shall state the basis of the alleged nonconformity of the goods and the description of that portion of the shipment being rejected. (d) This Agreement shall not be in effect or binding upon Seller until signed by its duly authorized representative. (e) Customer may not assign its rights or delegate Its duties hereunder without the specific,written consent of Seller. 16. GOVERNING LAW: This Agreement shall be interpreted in and governed by the laws of the Stale in which the work is to be performed including all matters of construction, validity, performance and enforcement. Attorneys' fees and other legal costs may be assessed. This Agreement may be executed in multiple counterparts,each of which shall be deemed an original and of equal force and effect. 17. COSTS AND ATTORNEYS'FEES: In the event that it shall becorne necessary for Seller to employ a collection agency or attorney to collect unpaid charges or any other Suns Customer may owe hereunder,Customer shall be liable to Seller for Seller's reasonable and necessary costs of collection and attorneys'fees incurred in such collection activities. In the event of any other legal proceeding related to this Agreement,the prevailing party in such proceeding shall be entitled to recover its costs and reasonable attorneys'fees from the other party. 10. SEVERABILITY: if any term,covenant,condition or piovision of this Agreement,or the application thereof to any circumstance,shall,at any time or to any extent,be determined by a court of competent jurisdiction or an arbitrator to be invalid or unenforceable,the remainder of this Agreement, or the application thereof to circumstances other then those as to which it is he!d invalid or unenforceable,shall not be affected thereby and each term,condition or provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 19. SUBCONTRACTING:Seller shall have the right to subcontract,in whole or in part,any installations and/or services,Including but not limited to,monitoring services and/or limited warranty/extended limited warranty services which Seller may perform. Customer acknowledges that this contract and particularly those paragraphs relating to Seller's limited liability,disclaimer of warranties,and third party indemnification,Inure to the benefit of,and are applicable to,any assignees and/or subcontractors with the same force and effect as they bind customer to Seller. 20. NOTICES: All notices under this Agreement shall be In writing,signed,dated and sent by overnight courier or registered or certified U.S.mail,postage prepaid,return receipt requested,to the parties at the addresses shown below.All changes of address must be in writing and delivered as provided In this Section. Notices are deemed given when deposited,as described above,with the U.S.mail or in the overnight receptacle. Attn: And if sent by the Seller to the Customer,shall be addressed as follows: Attn: PROJECT Proposal Number Date Agreement Number Page N/A 4-15-14 N/A 4 PROJECT AGREEMENT GENERAL TERMS AND CONDITIONS THE FOLLOWING TERMS AND CONDITIONS WILL GOVERN ALL TRANSACTIONS BETWEEN CUSTOMER AND SELLER FOR THE GOODS AND SERVICES THAT ARE THE SUBJECT OF THIS AGREEMENT. THESE TERMS AND CONDITIONS ARE INCORPORATED BY REFERENCE INTO ANY PURCHASE ORDER ISSUED BY CUSTOMER AS IF EXPRESSLY SET FORTH THEREIN.ANY ADDITIONAL OR DIFFERENT TERMS OR CONDITIONS CONTAINED IN CUSTOMER'S PURCHASE ORDER OR IN ANY OTHER DOCUMENT SHALL BE DEEMED OBJECTED TO BY SELLER AND SHALL BE OF NO FORCE OR EFFECT. THE PARTIES EXPRESSLY AGREE THAT MONITORING SERVICES ARE SPECIFICALLY EXCLUDED FROM THE SCOPE OF THIS AGREEMENT, 1. PAYMENT: As a condition of performance,payments are to be made on a progress basis as follows: Customer will pay 30%upon contract signing,30%upon shipment of equipment to Seller or Customer designated site,30%upon substantial completion and 10%upon final acceptance by Customer. The Customer will promptly pay invoices within thirty(30)days of invoice date.Should a payment become thirty(30)days or more delinquent,Seller may stop all work under this Agreement without notice and/or cancel this Agreement,and the entire Agreement amount shall become due and payable immediately upon demand. A finance charge will be added to past due accounts at the rate of one and one-half percent(1.5%)per month,or at the highest legal rate,whichever is less.Any standard goods that are either received at the Seller warehouse,or delivered to the Customer site,that are later canceled or returned by Customer are subject to a fifteen percent(15%)restocking fee. Any custom orders are subject to a one hundred percent(100%)restocking fee. 2. TAXES: The Customer shall be responsible for all taxes applicable to the work and/or materials hereunder. 3. WORK HOURS: Seller will perform all work during normal business hours: Monday through Friday,7:00 a.m,to 3:30 p.m. Any requests for work to be performed outside normal business hours will be billed at Seller premium rates in effect at the lime the work is performed. 4. INSTALLATION/SITE CONDITIONS: Seller will arrange for installation of the equipment in accordance with specifications,drawings and instructions provided by Customer,which specifications and drawings are considered a part of this Agreement. Customer shall provide Seller a safe working environment and unencumbered access to all areas where work is to be performed. Customer acknowledges that Seller's service personnel have been instructed not to perform any work in hazardous locations until working conditions have been made safe, as determined in the service personnel's sole discretion, and it is the responsibility of the Customer to take any measures necessary to eliminate such hazards before the work may proceed. Customer shall provide reasonably adequate lighting,healing, ventilation and other working conditions to permit safe and proper installation. Suitable foundations,wall openings,curbing holes,pits,tunnels,culvert piping,grouting, surrounding masonry and concrete,canopies and architectural enclosures,and sun screens shall be constructed by others at Customer's cost. Customer shall also provide at its own expense the power and lighting that is required for proper operation of the equipment. If,through no fault of Seller,Seller cannot proceed with the work within a reasonable time after delivery of the equipment and/or Seller's arrival at the work site,Customer shall pay Seller's actual expenses,including,but not limited to,additional service fees and any storage fees incurred by Seller in waiting to proceed or in returning to Customer's premises to perform the work. Customer shall notify Seller of any cancellations forty-eight(48)hours in advance of any scheduled service call. Failure to so notify will result in an additional service fee charged to Customer. Customer shall secure and pay for any required building permits and governmental fees,licenses,and inspection necessary for the proper execution and completion of the installation of the equipment which are legally required at the time that the installation is done. Customer shalt give all notices and comply with all laws,ordinances,'rules,regulations and lawful orders of any public authority bearing on the performance of the work. In the event that Seller is required,in connection with the installation of the equipment,to do additional work either because Customer did not prepare the job site,or because the drawings,wiring,or other work done by Customer or for Customer by others,was not properly represented in the drawing supplied to Seller,Seller shall have the option of doing the additional work required to complete the job,and will charge Customer at Seller's current prevailing rates for such work,or,of abandoning the installation and being paid in full by Customer upon demand therefore. Any additional amounts so charged shall be due within ten(10)days of receipt of invoice by Customer. Customer represents to Seller that it has an interest in the real estate on which the equipment Is to be installed and that has the authority to and hereby authorizes Seller to do the work as provided in this Agreement. Further,Customer warrants that the job site at which the installation work to be done hereunder,complies with all applicable safety and work rules,OSHA regulations,and other governmental and contractual requirements as to working conditions. b. TIME AND MATERIALS SERVICE WORK/CHANGE ORDERS: In the event that Seiler is asked by Customer to perform additional work,e,g.,on a time and materials basis or per change order, during the tern of this Agreement, and such work is outside the scope of work contemplated herein, the Customer understands and agrees that any such work will be performed by Seller pursuant to the terms and conditions contained herein and at Seller rates in effect at the time the work is performed. G. WARRANTIES: Any equipment provided by the Seller vvill be warranted for a period of ninety(90)days from the date the equipment or replacement parts are installed by Seller. Notwithstanding the foregoing,equipment and labor provided by Seiler on any physical security equipment speciied on the Equipment list attached hereto shall be warranted for a period of one(1)year from the date the physical security eouipment or replacement parts are installed by Seller. In no event shall Seller have any obligation to make repairs, replacements or corrections required, in whole or in part, as the result of(i)normal wear and tear, (ii) accident,disaster or other event beyond the reasonable control or fault of Seller,(iii)misuse,fault or negligence of or by Customer,(iv)use of the equipment or replacement parts in a manner for which they were not designed, (v)causes external to the equipment or replacement parts such as, but not limited to,water damage, power failure or electrical power surges or (vi) use of the equipment or replacement parts supplied by the Seller in combination with equipment or software not supplied by the Seller. Any installation, maintenance, repair, service, relocation or alteration to or of, or other tampering with the equipment or replacement parts performed by any person or entity other than Seller without Seller's prior written approval, or any use of replacement parts not supplied by Seller,shall immediately void and cancel all warranties with respect to the affected products. PHYSICAL SECURITY-Notwithstanding the foregoing,and excluding inspections,equipment and labor provided by Seller on any physical security equipment specified on the Equipment list attached hereto shall be warranted for a period of one(1)year from the date the physical security equipment or replacement parts are installed by Seller. THE FOREGOING WARRANTIES ARE THE SOLE AND EXCLUSIVE WARRANTIES GIVEN BY SELLER IN CONNECTION WITH THE SERVICES PERFORMED AND EQUIPMENT PROVIDED HEREUNDER, AND ARE IN LIEU OF ALL OTHER WARRANTIES OF ANY KIND,WHETHER EXPRESS OR IMPLIED,ORAL OR WRITTEN,WHICH ARE HEREBY DISCLAIMED AND EXCLUDED BY SELLER,INCLUDING WITHOUT LIMITATION ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE. 7, INDEMNIFICATION: Seller agrees to indemnify the Customer for losses due to bodily injury,or property damage to the extent caused by Seller's negligent acts or omissions, or the negligent acts or omissions of its employees,agents and subcontractors during the performance of this contract,but not to the extent caused by others. 6, INSURANCE: Seller agrees to maintain the following insurance during the term of the Agreement with limits not exceeding the stated amounts: (a) Comprehensive General Liability insurance covering bodily injury and property damage with a limit of $2,000,000 per occurrence and $2,000,000 general aggregate, (b) Statutory workers'compensation and employer's liability insurance for a limit of$1,000,000 per occurrence and(c)Automobile liability covering bodily Injury and property damage with a combined single limit of$2,000,000 per occurrence. If Seller is performing services on Customer's site,Customer will be PROJECT Proposal Number Date Agreement Number Page N/A 4-15-14 N/A 3 B. Exclusions: 1. Utility or alarm company fees 2. Control wiring 3. Electrical wiring or alarm connections to a central monitoring station 4. Insulation over the top of the piping run in attic spaces 5. Painting 6. Fire extinguishers 7. Premium portion of overtime labor 8. Bond premium (available upon request) 9. Testing and flushing of underground piping installed by others 10. Galvanized piping 11. Cutting of ceilings to accommodate sprinklers 12. Structural load bearing analysis Red Hawk,Fire & Security, operates an open shop. We have figured this project at our usual rates for mechanics. This quotation is contingent upon a satisfactory credit check of the General Contractor,Owner,and/or the project funding. Due to the uncertainty of material prices we will be unable to honor this quotation after ten(10)days. I I This proposal is submitted subject to the execution by the parties of a negotiated and mutually agreeable contract for the work described herein. This proposal is made with the understanding that this project will not be the subject of a United States Government contract or otherwise subject to the Federal Acquisitions Regulations. This proposal will become attached and made a part of said contract and shall serve as the scope of work. We thank you for the opportunity to quote and hope we may be of further service to you on this project. If you have any questions regarding this quotation, please contact our main office at(413)568-4709. Regards, Tel - lanechak Sprin<l e ales Representative/Estimator Red Hawk,Fire and Security i cc: E. Stokes PROJECT Proposal Number Date Agreement Number Page _ N/A 4-15-14 N/A 2 AGREEMENT DESCRIPTION: By and Between Red Hawk Fire &Security Patrick Melnik 32 Char Drive 110 King Street Westfield MA 01085 Northampton MA 01060 (Hereinafter"Seller") (Hereinafter"Customer") Installation and/or Service Location: Leeds, MA I STATEMENT OF WORK j Subject: Automatic Fire Sprinkler Quotation Re: Single Family Home I Leeds,MA Gentlemen: Red IIawk Fire & Security is a national installation and service company with a network of approximately 1,000 technicians and more than 100,000 customers. Red Hawk Fire & Security is one of the largest and most credible sprinkler contractors in the Northeast United States. i With a local bonding capacity of million's of dollars and an annual volume of 18 million dollars, our company has never failed to complete any job in its 40-year history. j We are pleased to offer our quotation in the amount of Eleven Thousand Nine Hundred Nifty Dollars($11,950.00)to furnish and install an automatic fire sprinkler system at the above referenced project. A. Our quotation is based on the following scope of work: I. Plans(75-110)dated 2/27/2014 2. Specifications design build(unless noted otherwise) 3. Permit fees 4. Sales tax 5. Starting our work at an existing 1"line 6. Pump 7. Wet sprinkler system is designed in accordance with NFPA#13D "Installation of Sprinkler Systems in One and 'Two Family Dwellings and Manufactured Homes" 8. Seismic bracing will be installed in accordance with NFPA Standards and the Building Code. Not included are any engineered seismic calculations. 9. Adequate heat in all areas of the building protected by the wet system 10. Installing concealed pendent sprinklers in all areas with suspended ceilings 11. Pendent sprinklers will be installed visually straight but not necessarily in the center of the ceiling the 12. One(1)complete set of construction documents to be provided,at no charge,for our use during this project. 13. This quotation is contingent upon a satisfactory review of the proposed construction schedule. i ,= RED HAWK. Fire & Security s Project Agreement ' Prepared for i Patrick Melnik 110 King Street Northampton, MA 01060 patmelnik @gmail.com 32 Char Drive Westfield,MA 01085 . (413) 642-9214 . (413) 562-7298 i i 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: 28 Evergreen Road/ 12 Beaver Brook Loop--Unit 19 Inquiry Made By: Pat.Melnik 584-6750 Date of Inquiry: Number of Type of Single Family X Type of Private X Units: I Unit(s): Apart. Comm Ownership: Condo X Multi-family Rental (Annlicant to fill nut the ahnvel Municipal Water Main in Existing service to Front of Location? Yes:X No: site? Yes: No X Size of Water Main: 8" Material: Ductile Iron Age: 2006 Approximate Static Street Flow Test Conducted:Yes: No:X Pressure: 40 psi If done attach results Size of Service Connection 1�� Suggested Meter Size: 518„ Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. • all conform to Northampton Water Department specifications. r ry R.Nuttelman, Superintendent of Water Dept. Water Entry S 200 Meter S 100 Radio$ 100 cc: Ned Huntley,Director Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. 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: 28 Evergreen Road—12 Beaver Brook Loop—Unit 19 Inquiry Made By: Pat Melnik 584-6750 Date of Inquiry: 4/30/14 Reason for Request: New Construction to hook into City Utilities Municipal Sewer Main in Front of Location: Yes . No Municipal Storm Drain Available: 5'/z deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: N V City Requires 6" cleanout installed at City Property Line 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 specificati s. ,�) 1 /k/ John Hall Sewer Department cc: Ned Huntley, Director DPW / Louis Hasbrouck, Building Commissioner O� C oe N u p 6C O a S N IL o a o m a N C r+ 'p aL O o lJ N v V m 0 L. N o N H co ` E W to m aJ •c 2 Go !.+ E U a 4 y E � o v tn 7 T on L1 ,.. FA z o`n Y a E , 5 cc ce v 41 o. +' W N a w on a�0' j E on w b a, (a i E to o 0 (u H H E N O O O O u V a on A O v1 o N m C 0 a p C } O cr r N L V rrQ.//J s T u •!i IL p C � oT11 •ice > 7 C M M W Ln 4-1 p 0 M p N W O y f1/j Y w 41 i4 O � 7 m C Lq C -0 a i ° u _ 0 .o � �oa L Vl CC C 4) U o 0 N m S O W �_ c ++ N a ,a •� m a = d1 roro EOl z LL o an W C �7 4A W E �► d. _° on a C %A $A tA b. 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" _Cxaeo BFMInG _ _ 3-Aa5!,.WN ` �$ a� �0 - ]fix uW VARx / RIVER 7 o in w l �/�/ ��e UIS �vi holy N ° ^�a2 6 sum � C�o� H iwniipp'r� sm a 3one mru �� € - m eo a $e b E 8a Ww '8 =od A 1 o a19 spli fa! Rj < a - f " '` '€ azo'wo wmozR � cn Z_ �8=8mk„� ,sh okei��oz °a a wy ia?Wi�QZ ai � � am =a� W° o jg F�o� a o wx o 0 o cn nmm m 9 0 Y� 8 m - W ,�<� �* ao w Z z Y Q y O z oz Oil �� z [Y O.wzE o =_N �8 iiawp� Iw sn a .y w � m O�w ° n o = �w�8 �. w (n (n W Q ._� 0 a <aw�m W ' p” az -o3w z o z > <� a rcaLL l� �Q Q LLLJ IN 3°vd t«003 B Hrd Z<��<il:� I 0 3n�nu arrl roaae piny 36� U \\\ mfN LOOP �/ o ss,z9.E_ �\ "' I © w W a « - -►� 9585 <°ll 1 �2]W9 IT X280 - SB CHESTNUT AVENUE zEXTENSION �",� r 1 u.a.°H i • w � uz Q + n o r 7 U.a o.N / iAIHS ]IS / 430-/ X432- x — 432 — , ; w C4 r \44,t&GAS.I]ECNRIC I T 434— (DI(XUSfVE WA) \ I 1 I S I 1 / 1 TOGA BE EXCIUSNE UNIT 29) J Q `� �SMH 7 ; I oM I / SMH 7 \_ J / a R�1 = 432.85 INV. IN 8' PVC = 424.25 l INV. OUT 8' PVC - 424.22 I I �� V. �-• �� BOTTOM OF STRUCTURE - 423.9 J a Ilk, S -432 E TRANSFORMER .! i SIUM > a I TO BE MISfN1ED .7 ;7 (EX1�115IVE UNNf ) 432— BEAVER BROOK , — ——-i LOOP 0000, w Sam TO BE INSTMM .00, (D(CLUSIVE UNIT,e) MINIUM E 109 428 -I - - � -, E 160 x GE 7 80, PAGE 80 ups x x ' / (i` /(A g2A I x \\\ 167.29' ' yx N05'34'17V cli el x /—432— II' 432 — w i w w x N, I' 7J I I 29 1 W,ElEC1RIC& TE1fPFIONE sERwcES �3 t 434— i GAS SERVICE (EXCLUSIVE UNIT 29) J SO 7 I / SMH 7 RIM - 432.85 cp. — — j,t4W. IN If PVC = 42415 / INV. OUT 8' PVC = 424.22 A I I \V = 423.9 / �\ Qw- I D9 SWBS X / r ( i � ` —432"'' E1ECTwc a g � t' x \ TRANSFORMER r !_ _,. g w GAS SQiNCE A BE ��i BEAVER BROOK -� 432- -:: LOOP i / I/GAS SERVICE —_ /// ( UNIT B) OMINIUM x �' E 109 428 E 160 E 7 x — i/ 0, PAGE 80 x '64 00 x — — — x \\ 167.29'- r - M x N05'34'17"W 420. , / The Commonwealth of Massachusetts Department of Industrial Accidents P7 Office of Investigations 1 Congress Street, Suite 100 vet` Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Edward JaZab Address: 9 Shepherd's Hollow City/State/Zip: Leeds Ma. 01053 Phone #:4132224910 Are you an employer? Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. F-1 New construction 2.M am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.F-1 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nder the pains and penalties of perjury that the information provided above is true and correct. 4/30/2014 Si nature: Date: Phone#: 4132224910 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not ) Not Applicable ❑ Name of License Holder: fjlt4A-!y �ALAb C j i k — (D 5®()9 9 License Number NOLLo„� �So�J M/� 0) D r2 041 D2_1 I Fh Addres � Expiration Date .4, yj-?— d* - Lh) p Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date 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.......4 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 buildirf�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 ❑J Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors E Accessory Bldg. ❑ Demoliti ❑ w Signs [O De ks Siding[O] Other[0] AJJ Brief Description of Proposed ti rVi ( $>r� �� HO(ASf Work: Construct new home on Unit area 19 shown on approved cluster site plan.Work will comply with special permit conditons Alteration of existing bedroom Yes No Adding new bedroom Yes xx No Attached Narrative Renovating unfinished basement Yes xx _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 b. Number of rooms in each family unit: 6 Number of Bathrooms 2.5 c. Is there a garage attached? Yes d. Proposed Square footage of new construction. 1851 Sf 32� X 59r Dimensions e. Number of stories? 2 f. Method of heating? gas- hot water baseboard Fireplaces or Woodstoves 0 Number of each g. Energy Conservation Compliance. yeS Masscheck Energy Compliance form attached? yes h. Type of construction Food frame i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade 7 f k. Will building conform to the Building and Zoning regulations? �_Yes No . I. Septic Tank City Sewer X Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize ��✓'� TAZ-0 1 to act on my behal ' all matters relative to work authorized by this buil)ing permit application. `� 30 H Signature of Own r I Date �jtx►lN T r►,fCi✓J�{ rii.J free as Owner/Authorized Agent hereby declare that the statements and infor ation on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name !� Signature of der/Agent to 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 in by Building Department Lot Size 25 Acres 25 Acres Frontage 250 250 Setbacks Front 0 800 Side L: 0 R: L:20 R:500 Rear 0 30 Building Height 0 30 Bldg. Square Footage 0 0 % 1800 1% Open Space Footage % (Lot area minus bldg&paved 0 24A 99% . parking) #of Parking Spaces 0 2 Fill: 0 (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW 0 YES IF YES, date issued: 04/09/2008 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES Q IF YES: enter Book 9482 Page 3 and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 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 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only �20r \ City of Northampton Status of Permit: � ilding Department Curb Cut/Driveway Permit VA 12 Main Street Sewer/Septic Availability �3 �eGi\O�s ROOM 100 WaterMlell Availability V�iq ampton, MA 01060 Two Sets of Structural Plans e J�pt ft® t, 13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify ICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prouerty Address: This section to be completed b office Ja R'fA')pti ?/Look 4#04 ,t►�// Unit CC jr ,0 s'3 Map © Lot (/t0 .%A v C ✓,,i t l 4 0 e l - Zone Overlay District (aline., mem,lT *Loe-' , Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Patrick J. Melnik,Trustee of Beaver Brook Nominee Trust 110 King St. Northampton Ma. 01060 Name(Print) Current Mailing Address: 4135846750 Telephone Signature Ll 2.2 Authorized Agent: r,9,.�,OAJ AT 4 9 t Ne,Af&41 Name(Print)-, Current Mailing Address: y►� -31 a - `f410 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 150,000 (a)Building Permit Fee 2. Electrical 10,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing 15,000 Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 25,000 6. Total= 1 +2+3+4+5) 200,000 1 Check Number If 6 Q A all This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-1199 -go�,J o �I APPLICANT/CONTACT PERSON ED JAZAB B V£GS ADDRESSIPHONE 9 SHEPHERDS HOLLOW LEEDS (413)222-4910 Q � P�^w s 1 PROPERTY LOCATION 12 BEAVER BROOK LOOP-UNIT 19 MAP 06 PARCEL 064 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ; nn Fee Paid Tvoeof Construction:_CONSTRUCT 2 STORY ATT GARAGE W/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 050099 3 sets of Plans/Plot Plan i�bryV9C THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: t,/ 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 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. 12 BEAVER BROOK LOOP-UNIT 19 BP-2014-1199 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-064 CITY OF NORTHAMPTON Lot: -000 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-2014-1199 Project# JS-2014-002024 Est.Cost: $200000.00 Fee: $1093.40 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ED JAZAB 050099 Lot Size sq. ft.): Owner: MELNIK PATRICK J Zoning: Applicant: ED JAZAB AT. 12 BEAVER BROOK LOOP - UNIT 19 Applicant Address: Phone: Insurance: 9 SHEPHERDS HOLLOW (413) 222-4910 O LEEDSMA01053 ISSUED ON.511912014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY ATT GARAGE W/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 5/19/2014 0:00:00 $1093.40 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner