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HomeMy WebLinkAboutMiscellaneous - 1857 GREAT POND ROAD 4/30/2018 (2)Date..-5MP ........ ,aORTp 0 of y` TOWN OF NORTH ANDOVER IL PERMIT FOR GAS INSTALLATION This certifies that Acl&.0.4'r4.... 17.�.✓... ,,�Gt .!"�� has permission for gas installation ...... ......... in the buildings of ...... j t (j"2�` .�.Z, .................... .� 0 ...... , North Andover, Mass. Fee A) . Lic. No./ M ' . !J Nd �g GAS INSPECTOR Check # �`Tc1 N MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GAS FITTING City/Town: MA. Date:-- S L_ Permit# Building Location:_ 1$S 1 rQAt �on�L V(c _ Owners Name: �SA-e.ve Type of Occupancy: Commercial ❑ Educational ❑ industrial ❑ Institutional ❑ Residential New: ❑ Alteration: ❑ Renovation: E2' Replacement: OF Plans Submitted: Yes ❑ No ❑e W Lu ¢w w V . m_ O W W V i— O J leiN N W {� m OLu ~ > V Lu W Z :' 'Wt H H0 2 J I In Lu 0 IL 4 Installing Company Name: ---.& 4119 ,e97 Check One Only Certificate # Address : o /1�,/ Corporation ' / f �" rz+ City/Town:_ IV- Cly. State: t Business Tel: 97?❑ Partnership �s- i - � .� r �" Fax; I ❑ Firm/Company Name of Licensed Plumber/Gas Fitter: I c- r L ` INSURANCE COVERAGE: R I have a current liability -insurance policy or its substantial equivalent which meets the requirements of MGL, Ch. 142 Yes No ❑ If you have checked Y'es, please indicate the type of coverage by checkingthe '— appropriate box below. A liability insurance policy. LY Other type of Indemnity ❑ Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does, not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this. permit application waives this requirement. ' Check One Only nature of Owner orOwners A ent Owner Si Agent By checking ttfis box ; I hereby certify that all of the details and Information l have submitted (or entered) regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chws. application will chapter 142 of en La By T e of License: 9Plumber TitleInas Fitter Signatu a of Licensed Plumber/Gas Fitter Master City/Town ❑Journeyman APPROVED OFFICE USE ONLY 0 LP Installer License Number: f ill H _ X W ZO W W W W O a W x O Q M LU 111- X Z LY LL F- W I- W O to I" > z = ®' O z a X I->>> 3 0 6 Installing Company Name: ---.& 4119 ,e97 Check One Only Certificate # Address : o /1�,/ Corporation ' / f �" rz+ City/Town:_ IV- Cly. State: t Business Tel: 97?❑ Partnership �s- i - � .� r �" Fax; I ❑ Firm/Company Name of Licensed Plumber/Gas Fitter: I c- r L ` INSURANCE COVERAGE: R I have a current liability -insurance policy or its substantial equivalent which meets the requirements of MGL, Ch. 142 Yes No ❑ If you have checked Y'es, please indicate the type of coverage by checkingthe '— appropriate box below. A liability insurance policy. LY Other type of Indemnity ❑ Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does, not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this. permit application waives this requirement. ' Check One Only nature of Owner orOwners A ent Owner Si Agent By checking ttfis box ; I hereby certify that all of the details and Information l have submitted (or entered) regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chws. application will chapter 142 of en La By T e of License: 9Plumber TitleInas Fitter Signatu a of Licensed Plumber/Gas Fitter Master City/Town ❑Journeyman APPROVED OFFICE USE ONLY 0 LP Installer License Number: f 6elina5 5tructural �ngineerinq LLC Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax Line 978.465.5160' 579A North End Blvd Salisbury; MA 01952-1738 email danl elinas o,comcast.net June 5, 2008 Claude Beaudoin Family Enterprise Inc. Fax 603-384-02976] .16 B Harry Brook Dr. Phone 603-235-8058 mobile Claude Beaudoin Goffstown N.H. 03045 Allen Chouinard [allen@beaudoinfamily.com]- (phone 603-486-7887) SUBJECT: 1857 Great Pond Rd., North Andover, MA Enclosures Dear Mr. Beaudoin: You have requested Gelinas Structural Engineering LLC (GSE) to review and comment regarding an installed header beam labeled B21 on enclosed sketch SKSG-1. GSE met you on site, made structural observations, etc. Our recommendations and comments are as follows: 1. Reference SKSG-1. 2. The installed Beam B21 is OK as is, reference Attachment A. This is the two 1 3/4 x 9 '/2 LVL beam spanning 8 feet in first floor ceiling [2nd floor framing at house center line] 3.. The existing 5 '/4 x 9 '/4 sawn lumber beam B 11 that receives the post reaction from B21 above is overstressed. GSE recommends: a. Installing/scabbing on two 1 3/4 x 9 1/4" minimum LVL, one each side b. Bolt with Trus Lock screws 7" long two rows 12" o.c. staggered, c. These LVL's may be notched if required over support point B and C d. These LVL's do not need to be continuous over support point B, that is, install in two pieces each side if required e. LVL can stop at foundation wall at support point A [foundation wall], no support is required for these two scabbed LVL's at support point A [foundation wall] f. Reference SKSG-1 and Attachment B jkA OF Please call all with any questions. DANIEL L. GELINAS o STRUCTURAL Veryours; No. 33994 Oelinas, Dame L D 6-5-08 B11 modify B21 ok.doc 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam®6 30 Serial Number: 7005121073. User:2 6/5/200a8:59:58 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30:14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ZiWl Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 14' Primary Load Group- Residential - Living Areas (psf):`40.0 Live at 100 % duration, 10.0. Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total - 1- Stud wall - 3.50" 1.91" -2240 / 597 / 0./ 2837 L1: Blocking - 1 Ply 1 3/4" x 9 1/2" 1.9E Microllam® LVL--- — - - - 2 Stud wall 3.50" 1.91" 2240 / 597 / 0 / 2837 L1: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E Microllam® LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location , Shear (Ibs) 2719 -2068 6318 Passed (33%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 5211 5211 11775 Passed (44%) MID Span 1 under Floor loading Live Load Def] (in) 0.107 0.256 Passed (U863) MID Span 1 under Floor loading TotaLLoad Defi(in) 0.135 0.383. Passed (U681) MID Span under Floor loading -Deflection Criteria: STAN DARD(LL:U360,TLU240). Bracing(Lu): All compression edges (top and bottom) must be braced at 8' o/c unless detailed otherwise.. Proper attachment and positioning of lateral bracing is required to. achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with .your supplier or iLevel@ technical representative.for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! . PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable-Stress-Design methodology was used for Building -Code UBC analyzing the iLevel@-Distribution product listed-above. - - -Note: See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFOrifhATJON:. Contractor Dan L. Gelinas, P. E. Gelinas`Structural Engineering LLC Family Enterprise Inc. of 579A North End Blvd QFS,9 16 B Harry Brook Dr.Salisbury, MA 01952-1738 cyG Goffstown N.H. 03045 Phone: (978)465-6436 �O DANIEL L. Phone 603-235-8058 mobile [Fax 603-38402976] Fax :(978)4.65-5160 z GELINAS danlgelinas@comcast.net STRUCTURAL No. 33994 'Site 1857 Great Pond Rd. North Andover Ma • G1STlr Copyright © 2007 by Uevelm, Federal 'Way,-.WA. - - Microllam®.is a registered trademark of iLevel©. C:\Documents and .Settings\Dan Gelinas\My Documents\OB LLC\08070 Beaudoin LVL\D Beam B21.sms - i �.. 5 2 PCs of 13/4" x 9 114" 1.9E Microllam® LVL TJ Beam®6 30 Serial Number: 7005121073 user:2 6i51200e9:26s9aM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN° Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pro(luct Diagram is Ooiiceptuvl. LOADS: r Analysis Is fora Drop Beam Member. Tributary Load Width. 14 J Primary Load Group - Residential Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead r Vertical Loads: I \ Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2240 597 4' SUPPORTS:.. _ Input Bearing Vertical Reactions (Ibs) Detail Other. - Width Length Live/Dead/UpliftlTotal --- L- 1 Stud wall 3.50" 2.86" 3360 / 894 / 014254 L1: Blocking 1 Ply 1 3/4" x 9114" 1.9E Microllam® LVL 2 Stud wall 3.50" 2.86" 3360 / 894 / 0 / 4254 L1: Blocking 1 Ply 1 3/4" x 9 1/4" 1.9E Microllam® LVL .� -See iLevel® Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS:; Maximum Design Control Result Location Shear (Ibs) 4136 -3501 6151 Passed (57%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) .10646 10646 11204 Passed (95%) MID Span 1 under Floor loading Live Load Defl (in) 0.214 0.256 Passed (U431) MID Span 1 under Floor loading Total Load Defl (in) 0.270 0.383 Passed (U340) MID Span 1 under Floor loading -Deflection Criteria: STAN DARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL (VOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iL v I r p e e ® product.design n criteria.and code accepted _ p g _ design values. The specific product application, -in put design..__. 7- " loads; and stated dimensions have been provided -by-the software user. This output has not been reviewed by an. iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UB 9 9Y g C analyzing the iLevel® Distribution product listed above. Note: 'See iLevel® Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERA OR ilyrOrciJiATiOPy: Contractor Dan L. Gelinas, P.E. '!N OF Gelinas Structural Engineering LLC. �. Oy Family Enterprise Inc. of 579A North End Blvdti�Q, DANIEL L.. Gu'� 16 B Harry Brook Dr. Salisbury; MA 01952-1738 GELINAS Goffstown N.H. 03045Phone : (978)465-6436 STRUCTURAL Phone 603-235-8058 mobile [Fax 603-38402976] Fax ' :(978)465-5160 No. 33994 danlgelinas@comcast.net ,o Site 1857 Great Pond Rd. North Andover Ma FG/ Copyright C 2007 by iLevelm, Federal Way,WA: Microllama is a registered trademark of iLevel®.- - - - C:\Documents and, Settings\Dan Gelinas\My Documents\08_LLC\08070: Beaudoin LVL\D Beam Bll revised.sms