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18D-058 (6) .....-- _ � 75 ----------------------------------------------* Official Receipt for Recording in: Hampshire County Registry of Deeds v�/ 33 King St. Northampton, Massachusetts 01060 Issued To: CROCKER BUILDING CO 186 STAFFORD STREET SPRINGFIELD MA 01104 Recording Fees ----------------------------------------------* Document Recording Description Number Book/Page Amount *----------------------------------------------* OC 00028354 7304 184 $75.00 SAINT-GOBAIN SP 00028355 7304 193 $75.00 SAINT-GOBAIN INDUSTRIAL $150.00 Collected Amounts *----------------------------------------------* Payment Type Amount *----------------------------------------------* Check 16856 $150.00 $150.00 Total Received $150.00 Less Total Recordings: $150.00 Change Due $.00 Thank You MARIANNE DONOHUE - Register of Deeds By: Marilyn H Receipt# Date Time 0036628 07/07/2003 02:36p • Work permits will need to be obtained. • Alarm verification must be active on all smoke detection zones. •Page 2 Northampton k Department Memorandum Tix Tony Patillo l From: Duane Nicholsl - Date: July 14, 2003 D _.. CC: Brian Duggan Rm Saint-Gobain 175 Industrial Drive Secondary to a review of the plans and fire protection narrative submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • A set of plans for the fire alarm system is submitted to the Fire Department as soon as possible for review. • The graphic map over annunciator panel and fire alarm control panel needs to be changed to reflect the new addition. • The zone listing needs to be changed to reflect the new addition. • The Fire Department Connection is to be a 4" locking Storz connection with an attached chain. In addition a sign reading "Fire Department Connection" white letters on a red background is to be mounted above the connection. An electric bell actuated upon water flow must be located above this sign. • Pull stations are to be double action type. • 5 lb ABC Fire Extinguishers located under pull stations at exits. •Page 1 7-23-2003 4: 11PM FROM FM NO. 60343654'73 l� y A N+SmrcO CorrOny ,Idly 23,2003 Crocker Btiiii,titlg C'cnnpRtsy Charles L.i_awrcnce,PrCSittent 1S6 Strafford St. St,ringficltl, MA 01104 Iti::patt)ral gzts avi)ilAbitity to 175 Industrial Dr.,Notthwnpton,MA i)car Mr. t.awicncc, uay State Gas ctttrc otly SUPtllies the as r qucsted, T*n ex tiliig Y,nch to low to provide an adtiitiolial 1400 ctlt to R P y pfCgSurc scrvic c line to the bttetl�w 1i makC final dCl�tmin�on 50011- i CnginCCl)S cnrrcnUy cv.tlu:►tutf,ibe pro) !11At)c thls cc)rtc<p)tidcncc mec �7ucxt nsion ft5377.'uonal tnfotmation is ncedai, phrase contact me xt($00)55_ , Si L`rcC Patricia Dyvr ('ononcrcial Kcpmscntativc ; •,W;WV;:oac1 P,C) dn�Spy t'VflSmwtn.Nr 10?E3U7 U,+UEI 877-a'L'!-.t7eK F:0 603-4221+3c)3 ti. 7-23-2003 d: 11PP.9 FROM P. 1 Crocker Building Company 186 Stafford Street � Springfield, MA 01.104 '+'c+ (4 1.)7 737-7803 , 1'ax (41-39 737-6861 L J U L 2 3 20-03 DEPT OF BUILDING INSPECTIONS FAX MEMO N!)�??}aA,t�?TON,MA D106Q COMPANY: CITY 04 FAX: 59'7-fQq.-4. DATE: 7--d 3- o 3 FROM: CHARLES LAWRENCE PA( rS: of REGARDING: Ai "T - ors-},.v f 7 S Zv J,vv,4J pa " , d B Crocker Building Company IE186 Stafford Street, Springfield, MA 01104 Tel(413)737-7803•Fax(413)737-6861 DATE JOB NO. .� ATTE NTI p TO , J RE: to PAA1 1-j I JUL WE ARE SENDING YOU Attached ❑ Under separate cover via ! s i > Di t � � �ci liuilS ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Copy of letter C Change order ❑ COPIES D TE NO. DESCRIPTION U3 /� -v Vej 1 z, w s I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Date: 6/13/2003 go- Reactions Package WI03OO554-01 Time: 11:05 AM Page: 22 of 22 Frame Reactions-Load Cases at Frame Cross Section:6 X-Loc 0/0/0 50/8/0 100/8/0 1511410 Grid -Grid2 6-D 6-C 6-13 6-A Ld Description Hx vy Hx Hz Vy Hx Hz V Hx V Cs (application factor not shown) (k k (k) (k) (k k k k k (k 1 D+CG+L 3.91 10.63 - - 19.80 - 19.80 -3.91 10.63 2 D+CG+S 5.06 13.61 - - 25.56 - - 25.56 -5.06 13.61 3 D+CG+US 1* 2.05 7.18 - - 21.74 - 21.74 -2.05 7.18 4 D+CG+*US 1 6.06 14.82 - - 19.29 - 19.29 -6.06 14.82 5 D+L+WI> -0.50 2.15 - 5.36 4.73 - 5.36 4.31 -2.52 3.26 - 6 D+L+<W 1 2.52 3.26 - -5.36 4.31 - -5.36 4.73 0.50 2.15 - 7 D+L+W2> -0.46 3.62 - - 7.46 - - 7.04 -2.56 4.74 8 D+L+<W2 2.56 4.74 - - 7.04 - 7.46 0.46 3.62 9 D+L+WP 1.83 2.45 - - 4.25 - 4.25 -1.83 2.45 - 10 D+S+WI> 0.07 3.64 - 5.36 7.61 - 5.36 7.20 -3.09 4.75 - 1I D+S+<W1 3.09 4.75 - -5.36 7.20 - -5.36 7.61 -0.07 3.64 - 12 D+S+W2> 0.11 5.12 - - 10.34 - - 9.92 -3.13 6.23 - 13 D+S+<W2 3.13 6.23 - - 9.92 - - 10.34 -0.11 5.12 - 14 D+S+WP 2.40 3.94 - - 7.13 - - 7.13 -2.40 3.94 - 15 D+CG+L+W 1> 2.71 9.00 - 2.68 17.31 - 2.68 17.10 -4.22 9.56 - 16 D+CG+L+<W 1 4.22 9.56 - -2.68 17.10 - -2.68 17.31 -2.71 9.00 - 17 D+CG+L+W2> 2.73 9.74 - - 18.67 - - 18.46 -4.24 10.29 - 18 D+CG+L+<W2 4.24 10.29 - 18.46 - - 18.67 -2.73 9.74 - 19 D+CG+L+WP 3.87 9.15 - 17.07 - - 17.07 -3.87 9.15 - 20 D+CG+S+W 1> 3.85 11.98 - 2.68 23.07 - 2.68 22.86 -5.36 12.54 - 21 D+CG+S+<W 1 5.36 12.54 - -2.68 22.86 - -2.68 23.07 -3.85 11.98 - 22 D+CG+S+W2> 3.87 12.72 - - 24.44 - - 24.23 -5.38 13.28 - 23 D+CG+S+<W 2 5.38 13.28 - 24.23 - 24.44 -3.87 12.72 - 24 D+CG+S+WP 5.01 12.13 - 22.83 - 2183 -5.01 12.13 - 25 D+WI> -2.09 -2.13 - 5.36 -3.30 - 5.36 -3.72 -0.93 -1.02 - 26 D+<W 1 0.93 -1.02 - -5.36 -3.72 - -5.36 -3.30 2.09 -2.13 - 27 D+W2> -2.05 -0.66 - - -0.57 - - -0.99 -0.97 0.46 - 28 D+<W2 0.97 0.46 - - -0.99 - - -0.57 2.05 -0.66 - 29 D+WP 0.24 -1.83 - - -3.78 - - -3.78 -0.24 -1.83 - 30 D+CG+F>+EG- -1.43 1.07 - 1.70 4.43 - 1.70 2.11 -2.71 2.82 - 31 D+CG+<E+EG- 2.71 2.82 - -1.70 2.11 - -1.70 4.43 1.43 1.07 - 32 D+CG+S+Fj+EG+ 1.45 8.73 1.70 18.98 - 1.70 16.66 -5.59 10.48 - 33 D+CG+S+<E+EG+ 1 5.59 1 10.48 1 - -1.70 1 16.66 - 1 -1.70 1 18.98 1 -1.45 1 8.73 1 - Maximum Reactions Summa -Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom ew Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case - (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case k (k) (k k k k) (in-k) (in-k 0/0/0 6-D 2.09 25 6.06 4 - - - - 2.13 25 14.82 4 - - - 50/8/0 6-C - - - - 5.36 6 5.36 5 3.78- 29. 25.56 2 - - 100/8/0 6-B - - - 5.36 6 5.36 5 3.78 29 25.56 2 - - - 151/4/0 6-A 6.06 4 2.09 26 - - - - 2.13 26 14.82 1 4 - VPC File:W10300554-010El.vpc VPC Version :4.Ob Date: 6/13/2003 Reactions Package WI0300554-01 Time: 11:05 AM Page: 21 of 22 Wall:4,Frame at: 86/4/0 Frame ID:CB Endwall Frame Type:Continuous Beam Q Vy, VY VY Vy r� Hx ti Hx ti Hx Fix Values shown are resisting forces of the foundation. Reactions-Load Tv a at Frame Cross Section:6 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Grid -Grid2 6-D 6-C 6-B 6-A Base Plate W x L(in.) 9x 13 9 x 11 9x 11 9x 13 Base Plate Thickness(in.) 0.375 0.375 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 1001-01, 100'-0" 1 100'-0" Load Type Desc. Hx Vy Hx RZ Vy I Hx I lz Vy RX V D Frm 0.48 1.67 2.50 - 2.50 -0.48 1.67 - CG Frm 0.57 1.49 - 2.88 - - 2.88 -0.57 1.49 - L Frm 2.86 7.46 14.41 - - 14,41 -2.86 7.46 - S Frm 4.00 10.45 - 20.18 - - 20.18 -4.00 10.45 - US 1* Frm 1.00 4.02 - - 16.36 - 16.36 -1.00 4.02 - *US1 Frm 5.01 11.66 - 13.91 - - 13.91 -5.01 11.66 - W l> Frm -2.41 -3.25 - 5.36 -4.97 - 5.36 -5.39 -0.61 -2.14 - <WI Frm 0.61 -2.14 - -5.36 -5.39 - -5.36 4.97 2.41 -3.25 - W2> Frm -2.37 -1.78 - - -2.25 - - -2.67 -0.65 -0.66 - <W2 Frm 0.65 -0.66 - - -2.67 - - -2.25 2.37 -1.78 - WP Frm -0.08 -2.95 - - -5.45 - - -5.45 0.08 -2.95 - F> Frm -2.59 -1.09 2.13 1.45 - 2.13 -1.45 -2.59 1.09 - EG- Frm -0.07 -0.17 - -0.33 - - -0.33 0.07 -0.17 - <E Frm 2.59 1.09 -2.13 -1.45 - -2.13 1.45 2.59 -1.09 - EG+ Frm 0.07 0.17 0.33 0.33 1 -0.07 1 0.17 VPC File:WI0300554-010EI.vpc VPC Version*Ob Date: 6/13/2003 Reactions Package WIO3OO554-01 Time:11:05 AM C-M- Page: 20 of 22 Wall : 4,Frame at: 86/4/0 Desi n Load Combinations-Framing No. Origin Factor Application Descri Lion I System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0D+I.0CG+1.0US1* D+CG+USI* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0D+0.500L+LOW1> D+L+WI> 6 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W 1 7 System 1.333 1.0 D+0.500 L+LO W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0D+0.500L+I.0WP D+L+WP 10 System 1.333 1.0D+0.5005+1.0W1> D+S+Wl> I 1 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 12 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 13 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 14 System 1.333 1.0 D+0.500 S+1.0 WP D+S+WP IS System 1.333 1.0D+I.0CG+I.0L+0.500W1> D+CG+L+W1> 16 System 1.333 1.0D+1.0CG+I.0L+0.500<W1 D+CG+L+<W1 17 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 19 System 1.333 1.0D+I.0CG+1.0L+0.500 WP D+CG+L+WP 20 System 1.333 1.0D+I.0CG+I.0S+0.500W1> D+CG+S+WI> 21 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W 1 D+CG+S+<W 1 22 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 23 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 24 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP D+CG+S+WP 25 System 1.333 0.670 D+1.0 W I> D+W l> 26 System 1.333 0.670 D+1.0<W 1 D+<W 1 27 System 1.333 0.670 D+1.0 W2> D+W2> 28 System 1.333 0.670 D+1.0<W2 D+<W2 29 System 1.333 0.670 D+1.0 WP D+WP 30 System 1.333 0.670 D+0.670 CG+0.800 E>+1.0 EG- D+CG+Fj+EG- 31 System 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG- D+CG+<E+EG- 32 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG+ D+CG+S+E>+EG+ 33 1 System 1 1.333 11.0 D+I.0 CG+0.600 S+0.800<E+1.0 EG+ ID+CG+S+<E+EG+ VPC File:WI0300554-OIOELvpc VPC Version:4.Ob Date: 6/13/2003 Reactions Package W10300554-01 Time: 11:05 AM Page: 19 of 22 Frame Reactions-Load Cases at Frame Cross Section:5 X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Grid -Grid2 5-D 5-C 5-B 5-A Ld Description Hx Hz Vy Hx Vy Hx Vy Hx Hz V Cs (application factor not shown k k k k k (k) (k) (k) (k) (k I D+CG+L 5,29 17.89 36.24 36.24 -5.29 17.89 2 D+CG+S 6.84 - 23.05 47.03 47.03 -6.84 - 23.05 3 D+CG+USI• 2.66 11.84 39.54 - 39.54 -2.66 - 1 1.84 - 4 D+CG+•US 1 8,30 - 25.23 35.63 35.63 -8.30 25.23 - 5 D+L+Wl> -1.37 - 3.21 7.94 - 7.33 -4.13 - 5.19 - 6 D+L+<W1 4.13 5.19 7.33 7.94 1.37 3.21 - 7 D+L+W2> -1.49 - 5.78 13.03 - I2.42 -4.01 - 7.76 - 8 D+L+<W2 4,01 - 7.76 12.42 13.03 1.49 5.78 9 D+S+W 1> -0.59 5.79 13.34 - 12.73 -4.91 - 7.77 10 D+S+<W 1 4.91 - 7.77 - 12.73 13.34 0.59 5.79 - I 1 D+S+W2> -0.72 - 8.36 18.43 17.82 -4.78 10.34 12 D+S+<W2 4.78 - 10.34 17.82 - 18.43 0.72 - 8.36 13 D+CG+L+W 1> 3.32 15.06 31.53 - 31.23 -6.07 16.05 14 D+CG+L+<W 1 6.07 1 6.05 31.23 - 31.53 -3.32 - 15.06 15 D+CG+L+W7> 3.26 16.35 - 34.08 - 33.77 -6.01 17.34 - 16 D+CG+L+<W2 6.01 17.34 33.77 - 34.08 -3.26 16.35 17 D+CG+S+W 1> 4.88 20.22 - 42.33 - 42.02 -7.63 - 21.21 18 D+CG+S+<W 1 7.63 21.21 42.02 - 42.33 -4.88 - 20.22 - 19 D+CG+S+W2> 4.82 21.51 - 44.87 - 44.57 -7.57 - 22.50 20 D+CG+S+<W2 7.57 22.50 44.57 - 44.87 -4.82 - 21.51 - 21 D+W 1> -3.52 -4.04 -6.82 - -7.43 -1.98 - -2.06 22 D+<W 1 1.98 -2.06 - -7.43 - -6.82 3.52 - -4.04 23 D+W2> -3.64 -1.46 - -1.73 - -2.34 -1.86 - 0.52 - 24 D+<W2 1.86 0.52 - -2.34 - -1.73 3.64 - -1.46 - 25 D+CG+E>+EG- -2.94 1.53 - 7.49 - 3.66 -4.62 - 4.56 26 D+CG+<E+EG- 4.62 4.56 3.66 - 7.49 2.94 - 1.53 27 D+CG+S+Ej+EG+ 0.97 14.61 34.46 - 30.63 -8.53 - 17.64 - 28 D+CG+S+<E+EG+ 8.53 17.64 30.63 - 34.46 -0.97 - 14.61 29 D+L+WP+WBI> 3.24 15.45 - 7.16 - 7.16 -3.24 - 15.45 - 30 D+S+WP+WB1> 4.02 18.03 12.56 - 12.56 4.02 - 18.03 - 31 D+CG+L+WP+WBI> 5.63 - 2139 31.14 - 31.14 -5.63 - 21.19 - 32 D+CG+S+WP+WB1> 7.18 - 26.34 - 41.94 - 41.94 -7.18 - 26.35 - 33 D+WP+WBI> 1.10 - 8.21 - -7.61 -7.61 -1.10 - 8.21 - 34 D+L+WP+<WB1 2.80 1 1.35 -8.05 - 7.20 - 7.14 -2.80 11.35 -8.00 - 35 D+S+WP+<WB 1 3.58 11.35 -5.47 - 12.60 - 12.54 -3.58 11.35 -5.42 - 36 D+CG+L+WP+<WB1 5.41 5.68 9.44 - 31.16 - 31.13 -5.41 5.68 9.46 - 37 D+CG+S+WP+<WB I 6.96 5.68 14.60 - 41.96 - 41.93 -6.96 5.68 14.62 - 38 D+WP+<WBI 0.65 11.35 -15.29 - -7.56 - -7.62 -0.65 11.35 -15.25 - 39 D+CG+E>+EG-+EB> -2.41 - 15.52 - 7.48 - 3.65 -5.15 - 18.56 - 40 D+CG+S+E>+EG++EB> 1.50 - 28.60 - 34.45 - 30.61 -9.06 - 31.64 - 41 D+CG+<E+EG-+<EB 4.62 13.53 -9.45 - 3.69 - 7.46 2.94 13.53 -12.43 - 42 D+CG+S+<E+EG++<EB 1 8.53 1 13.53 1 3.63 1 30.66 34.42 -0.97 13.53 0.65 Maximum Reactions Summary-Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load F13.53 Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k k k (k (k in-k in-k 0/0/0 5-D 3.64 23 8.53 28 - 41 15.29 38 28.60 40 - 50/8/0 5-C - - - 7.61 33 47.03 2 -100/8/0 5-B - - 7.62 38 47.03 2 -151/4/0 5-A 9.06 40 3.64 24 - 41 15.25 38 31.64 40 - Bracing X-Loc Grid Description 0/0/0 5-D Diagonal bracing at base is attached to column. Reactions ARE included with flame reactions. 151/4/0 5-A Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:W10300554-OIOE1.vpc VPC Version:4.Ob Date: 6/13/2003 Reactions Package WI0300554-01 Time:11:05 AM Page: 18 of 22 Wall : 4,Frame at: 65/3/0 Frame ID:CB Saint Gobain Frame Type:Continuous Beam Vy Vy Vy Vy rq, Hx ,L Hx ti Hx & Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:5 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 50/8/0 100/8/0 151/410 Grid -Grid2 5-D 5-C 5-B 5-A Base Plate W x L(in.) lox 13 8 x 11 8 x 11 lox 13 Base Plate Thickness(in.) 0.375 0.625 0.625 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 9914" 99'-4" 100'-0" Load Type Desc. Hx I Hz I Vy Hx Vy Hx Vy Hx Hz I V D Frm 0.61 2.41 - 3.86 - 3.86 -0.61 - 2.41 CG Frm 0.78 2.58 - 5.40 - 5.40 -0.78 - 2.58 - L Frm 3.89 12.90 - 26.98 - 26.98 -3.89 - 12.90 - S Frm 5.45 18.06 - 37.78 - 37.78 -5.45 - 18.06 - USI* Frm 1.27 6.85 - 30.29 - 30.29 -1.27 - 6.85 - *USI Frm 6.91 - 20.24 - 26.37 - 26.37 -6.91 - 20.24 - W 1> Frm -3.93 - -5.65 - -9.40 - -10.01 -1.57 - -3.67 - <W 1 Frm 1.57 - -3.67 - -10.01 - -9.40 3.93 - -5.65 - W2> Frm -4.06 - -3.08 - -4.32 - -4.93 -1.44 - -1.10 - <W2 Frm 1.44 - -1.10 - 4.93 - -4.32 4.06 - -3.08 - E> Frm -4.72 - -1.90 - 2.40 - -2.40 -4.72 - 1.90 - EG- Frm -0.09 - -0.30 - -0.62 - -0.62 0.09 - -0.30 - <E Frm 4.72 - 1.90 - -2.40 - 2.40 4.72 - -1.90 EG+ Frm 0.09 - 0.30 - 0.62 - 0.62 -0.09 - 0.30 WP Frm 0.24 - -5.15 - -10.18 - -10.18 -0.24 - -5.15 WBI> Brc 0.44 - 11.74 - -0.01 - -0.01 -0.44 - 11.74 <WBI Brc - 11.35 -11.75 - 0.03 - -0.03 - 11.35 -11.71 EB> Brc 0.66 - 17.50 - -0.02 - -0.02 -0.66 - 17.50 <EB Brc 16.91 -17.51 0.04 - -0.04 - 16.91 -17.45 VPC File:WI0300554-O1OE1.vpc VPC Version A.Ob Date: 6/13/2003 go- Reactions Package W10300554-01 Time: 11:05 AM Page: 17 of 22 Frame Reactions-Load Cases at Frame Cross Section:4 X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Grid] -Grid2 4-1) 4-C 4-13 4-A Ld Description Hx Hz Vy HX V. Hx Vy Hx Hz V Cs (applicatio n factor not shown k k (k) (k) (k) (k k (k) (k k 1 D+CG+L 5.29 - 17.89 - 36.24 36.24 -5.29 17.89 - 2 D+CG+S 6.84 - 23.05 - 47.03 - 47.03 -6.84 - 23.05 - 3 D+CG+US 1* 2.66 - 11.84 - 39.54 39.54 -2.66 11.84 - 4 D+CG+*US I 8.30 - 25.23 - 35.63 35.63 -8.30 - 25.23 - 5 D+L+WI> -1.37 - 3.21 - 7.94 7.33 4.13 5.19 - 6 D+L+<Wl 4.13 - 5.19 - 7.33 - 7.94 1.37 - 3.21 - 7 D+L+W2> -1.49 5.78 - 13.03 12.42 -4.01 - 7.76 - 8 D+L+<W2 4.01 - 7.76 - 12.42 13.03 1.49 5.78 - 9 D+S+W 1> -0.59 5.79 - 13.34 12.73 -4.91 7.77 10 D+S+<W 1 4.91 - 7.77 - 12.73 13.34 0.59 5.79 - 11 D+S+W2> -0.72 8.36 - 18.43 17.82 -4.78 - 10.34 12 D+S+<W2 4.78 10.34 - 17.82 18.43 0.72 - 8.36 - 13 D+CG+L+W 1> 3.32 15.06 - 31.53 - 31.23 -6.07 16.05 14 D+CG+L+<Wl 6.07 16.05 - 31.23 - 31.53 -3.32 - 15.06 - 15 D+CG+L+W2> 3.26 16.35 - 34.08 - 33.77 -6.01 17.34 16 D+CG+L+<W2 6.01 17.34 - 33.77 - 34.08 -3.26 - 16.35 - 17 D+CG+S+W 1> 4.88 20.22 - 42.33 - 42.02 -7.63 21.21 18 D+CG+S+<W 1 7.63 21.21 - 42.02 - 42.33 -4.88 20.22 19 D+CG+S+W2> 4.82 21.51 - 44.87 - 44.57 -7.57 22.50 20 D+CG+S+<W2 7.57 22.50 - 44.57 - 44.87 -4.82 - 21.51 - 21 D+W 1> -3.52 -4.04 - -6.82 - -7.43 -1.98 - -2.06 - 22 D+<W l 1.98 -2.06 - -7.43 - -6.82 3.52 -4.04 23 D+W2> -3.64 -1.46 - -1.73 - -2.34 -1.86 - 0.52 24 D+<W2 1.86 0.52 - -2.34 - -1.73 3.64 -1.46 25 D+CG+E>+EG- -2.94 1.53 - 7.49 - 3.66 4.62 - 4.56 26 D+CG+<E+EG- 4.62 4.56 - 3.66 - 7.49 2.94 - 1.53 - 27 D+CG+S+Ej+EG+ 0.97 14.61 - 34.46 - 30.63 -8.53 17.64 28 D+CG+S+<E+EG+ 8.53 17,64 - 30.63 - 34.46 -0.97 - 14.61 - 29 D+L+WP+WBI> 2.80 -11.35 -8.00 - 7.14 - 7.20 -2.80 -11.35 -8.05 - 30 D+S+WP+WB1> 3.58 -11.35 -5.42 - 12.54 - 12.60 -3.58 -11.35 -5.47 - 31 D+CG+L+WP+WB1> 5.41 -5.68 9.46 - 31.13 - 31.16 -5.41 -5.68 9.44 - 32 D+CG+S+WT+WB 1> 6.96 -5.68 14.62 - 41.93 - 41.96 -6.96 -5.68 14.60 - 33 D+WP+WB1> 0.65 -11.35 -15.25 - -7.62 - -7.56 -0.65 -11.35 -15.29 - 34 D+L+WP+<WB1 3.24 - 15.45 - 7.16 - 7.16 -3.24 - 15.45 - 35 D+S+WP+<WB1 4.02 - 18.03 - 12.56 - 12.56 4.02 - 18.03 - 36 D+CG+L+WP+<WB1 5.63 - 21.19 - 31.14 - 31.14 -5.63 - 21.19 - 37 D+CG+S+WP+<WBI 7.18 - 26.34 - 41.94 - 41.94 -7.18 - 26.35 - 38 D+WP+<WB1 1.10 - 8.21 - -7.61 - -7.61 -1.10 - 8.21 - 39 D+CG+E>+EG-+EB> -2.94 -13.53 -12.43 - 7.46 - 3.69 4.62 -13.53 -9.45 - 40 D+CG+S+E>+EG++EB> 0.97 -13.53 0.65 - 34.42 - 30.66 -8.53 -13.53 3.63 - 41 D+CG+<E+EG-+<EB 5.15 - 18.56 - 3.65 - 7.48 2.41 - 15.52 - 42 D+CG+S+<E+EG++<EB 1 9.06 31.64 30.61 - 34.45 -1.50 28.60 - Maximum Reactions Summary-Franting X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case I (Mzz) Case (k) (k k k (k) (k) (in-k) (in-k 0/0/0 4-D 3.64 23 9.06 42 13.53 39 - - 15.25 33 31.64 42 - 50/8/0 4-C - - - - - - 7.62 33 47.03 2 - - 100/8/0 4-B - - - - - 7.61 38 47.03 2 - 151/4/0 4-A 8.53 27 3.64 24 13.53 39 - 15.29 1 33 1 28.60 1 42 - Bracing X-Loc Grid Description 0/0/0 4-D Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. 151/4/0 4-A Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC Fi1e:A I0300554-OIOEI.vpc VPC Version:4.Ob ow Date: 6/13/2003 1 vkz-M., Reactions Package WI03OO554-01 Time: 11:05 AM Page: 16 of 22 Wall : 4,Frame at: 44/2/0 Frame ID:CB Saint Gobain Frame Type:Continuous Beam Vy Vy Vy Vy T~ Hx ti Hx ti Hx ti Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:4 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 50/8/0 100/8/0 1511410 Gridl-Grid2 4-D 4-C 4-B 4-A Base Plate W x L(in.) 10 x 13 8 x 11 8 x 11 10 x 13 Base Plate Thickness(in.) 0.375 0.625 0.625 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 99'-4" 99'-4" 100'-0" Load Type Desc. Hx I Hz I Vy Hx Vy Hx Vy Hx Hz I Vy I D Frm 0.61 2.41 3.86 3.86 -0.61 2.41 - CG Frm 0.78 - 2.58 5.40 - 5.40 -0.78 2.58 - L Frm 3.89 - 12.90 - 26.98 - 26.98 -3.89 12.90 - S Frm 5.45 - 18.06 - 37.78 - 37.78 -5.45 18.06 - US1* Frm 1.27 - 6.85 - 30.29 - 30.29 -1.27 6.85 - *US1 Frm 6.91 20.24 - 26.37 - 26.37 -6.91 20.24 - Wl> Frm -3.93 -5.65 - -9.40 - -10.01 -1.57 -3.67 - <W1 Frm 1.57 - -3.67 - -10.01 - -9.40 3.93 -5.65 - W2> Frm -4.06 - -3.08 - 4.32 - -4.93 -1.44 - -1.10 - <W2 Frm 1.44 -1.10 - 4.93 - -4.32 4.06 -3.08 - E> Frm -4.72 -1.90 - 2.40 - -2.40 4.72 - 1.90 - EG- Frm -0.09 - -0.30 - -0.62 - -0.62 0.09 - -0.30 - <E Frm 4.72 - 1.90 - -2.40 - 2.40 4.72 - -1.90 - EG+ Frm 0.09 - 0.30 - 0.62 - 0.62 -0.09 0.30 - WP Frm 0.24 - -5.15 - -10.18 - -10.18 -0.24 -5.15 - WBI> Brc - -11.35 -11.71 - -0.03 - 0.03 - -11.35 -11.76 - <WBI Brc 0.44 - 11.74 - -0.01 - -0.01 -0.44 - 11.74 - EB> Brc - -16.91 -17.44 - -0.04 - 0.04 - -16.91 -17.51 <EB Brc 0.66 17.50 - -0.02 -0.02 1 -0.66 17.50 VPC File:W10300554-01OEl.vpe VPC Version:4.Ob Date: 6/13/2003 Reactions Package W10300554-01 Time: 11:05 AM a Page: 15 of 22 Wall:4,Frame at: 44/2/0 Design Load Combinations-Framin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0D+1.0CC+1.0US1* D+CC+US1* 4 System 1.000 1.0D+I.0CC+1.0*US] D+CG+*US1 5 System 1.333 1.0D+0.500L+1.0W1> D+L+WI> 6 System 1.333 1.0D+0.500L+1.0<Wl D+L+<W1 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0 D+0.500 S+1.0 W 1> D+S+W I> 10 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 I 1 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 12 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 13 System 1.333 1.0D+I.0CG+I.0L+0.500W1> D+CG+L+W1> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 15 System 1.333 1.0D+I.0CC+I.0L+0.500W2> D+CG+L+W2> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+W 1> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W I D+CG+S+<W I 19 System - 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 21 System 1.333 0.670 D+1.0 W1> D+WI> 22 System 1.333 0.670 D+1.0<W 1 D+<W 1 23 System 1.333 0.670 D+1.0 W2> D+W2> 24 System 1.333 0.670 D+1.0<W2 D+<W2 25 System 1.333 0.670 D+0.670 CG+0.800 F->+1.0 EG- D+CG+Fj+EG- 26 System 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG- D+CG+<E+EG- 27 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG+ D+CG+S+F>+EG+ 28 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+1.0 EG+ D+CG+S+<E+EG+ 29 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WBI> D+L+WP+WB1> 30 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0 WBI> D+S+WP+WBI> 31 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WBI> D+CG+L+WP+WBI> 32 System Derived 1.333 1.0 D+LO CC+1.0 S+0.500 WP+0.500 WBI> D+CG+S+WP+WBI> 33 System Derived 1.333 0.670 D+1.0 WP+1.0 WBI> D+WP+WBI> 34 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB I D+L+WP+<WBI 35 System Derived 1.333 1.0D+0.5005+1.0WP+1.0<WB 1 D+S+WP+<WBI 36 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WBI D+CG+L+WP+<WB I 37 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WBI 38 System Derived 1.333 0.670 D+1.0 WP+1.0<WB1 D+WP+<WBI 39 System Derived 1.333 0.670 D+0.670 CG+0.800 F>+1.0 EG-+0.800 EB> D+CG+E>+EG-+EB> 40 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG++0.800 EB> D+CG+S+E>+EG++EB> 41 System Derived 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG-+0.800<EB D+CG+<E+EG-+<EB 42 1 System Derived j 1.333 11.0 D+1.0 CG+0.600 S+0.800<E+1.0 EG++0.800<EB D+CG+S+<E+EG++<EB VPC File:WI0300554-OIOEI.vpc VPC Version AM Date: 6/13/2003 19-m- Reactions Package WI0300554-01 Time:11:05 AM Page: 14 of 22 Frame Reactions-Load Cases at Frame Cross Section:3 X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Grids -Grid2 3-D 3-C 3-B 3-A r I Descri tion Hx V Hx V Hx VV Hx V(a lication factor not shown k) (k k (k k k (k k D+CG+L 5.29 1 7.89 - 36.24 36.24 -5.29 17.89 - D+CG+S 6.84 23.05 - 47.03 - 47.03 -6.84 23.05 - D+CG+US]* 2.66 11.84 - 39.54 - 39.54 -2.66 11.84 - D+CG+*US] 8.30 25.23 - 35.63 - 35.63 -8.30 25.23 - 5 D+L+WI> -1.37 3.21 - 7.94 - 7.33 -4.13 5.19 - 6 D+L+<W1 4.13 5.19 - 7.33 - 7.94 1.37 3.21 - 7 D+L+W2> -1.49 5.78 - 13.03 - 12.42 4.01 7.76 - 8 D+L+<W2 4.01 7.76 - 12.42 - 13.03 1.49 5.78 - 9 D+L+WP 2.80 3.71 - 7.17 - 7.17 -2.80 3.71 - 10 D+S+W 1> -0.59 5.79 - 13.34 - 12.73 -4.91 7.77 - 11 D+S+<W I 4.91 7.77 - 12.73 - 13.34 0.59 5.79 - 12 D+S+W2> -0.72 8.36 - 18.43 - 17.82 -4.78 10.34 - 13 D+S+<W2 4.78 10.34 - 17.82 - 18.43 0.72 8.36 - 14 D+S+WP 3.58 6.29 - 12.57 - 12.57 -3.58 6.29 - 15 D+CG+L+W 1> 3.32 15.06 - 31.53 - 31.23 -6.07 16.05 - 16 D+CG+L+<W I 6.07 16.05 - 31.23 - 31.53 -3.32 15.06 - 17 D+CG+L+W2> 3.26 16.35 - 34.08 - 33.77 -6.01 17.34 - 18 D+CG+L+<W2 6.01 17.34 - 33.77 - 34.08 -3.26 16.35 - 19 D+CG+L+WP 5.41 15.31 - 31.15 - 31.15 -5.41 15.31 - 20 D+CG+S+WI> 4.88 20.22 - 42.33 - 42.02 -7.63 21.21 - 21 D+CG+S+<W 1 7.63 21.21 - 42.02 - 42.33 4.88 20.22 - 22 D+CG+S+W2> 4.82 21.51 - 44.87 - 44.57 -7.57 22.50 - 23 D+CG+S+<W2 7.57 22.50 44.57 - 44.87 -4.82 21.51 - 24 D+CG+S+WP 6.96 20.47 - 41.94 - 41.94 -6.96 20.47 - 25 D+W 1> -3.52 -4.04 - -6.82 - -7.43 -1.98 -2.06 - 26 D+<W 1 1.98 -2.06 - -7.43 - -6.82 3.52 -4.04 - 27 D+W2> -3.64 -1.46 - -1.73 - -2.34 -1.86 0.52 - 28 D+<W2 1.86 0.52 - -2.34 - -1.73 3.64 -1.46 - 29 D+WP 0.65 -3.54 - -7.59 - -7.59 -0.65 -3.54 - 30 D+CG+E>+EG- -2.94 1.53 - 7.49 - 3.66 4.62 4.56 - 31 D+CG+<E+EG- 4.62 4.56 - 3.66 - 7.49 2.94 1.53 - 32 D+CG+S+E>+EG+ 0.97 14.61 - 34.46 - 30.63 -8.53 17.64 - 33 D+CG+S+<E+EG+ 1 8.53 1 17.64 1 - 30.63 34.46 1 -0.97 1 14.61 1 - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case k k k k (k) (k in-k in-k 0/0/0 3-D 3.64 27 8.53 33 - - 4.04 25 25.23 4 - - 50/8/0 3-C - - - - - 7.59 29 47.03 2 - - 100/8/0 3-B - - - - - - 7.59 29 47.03 2 - 151/4/0 3-A 8.53 32 3.64 28 - - 4.04 26 25.23 4 - - VPC File:WI0300554-01OEl.vpc VPC Version:4.0b Date: 6/13/2003 Reactions Package W10300554-01 Time: 11:05 AM Page: 13 of 22 Wall :4,Frame at: 23/1/O Frame ID:CB Saint Gobain Frame Type:Continuous Beam vy Vy vy, Vy tti Hx ti Hx ti Hx Hx Values shown are resisting forces of the foundation. Reactions-Load ape at Frame Cross Section:3 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Gridl-Grid2 3-D 3-C 3-B 3-A Base Plate W x L(in.) l O x 13 8 x 11 8 x 1 1 10 x 13 Base Plate Thiclmess(in.) 0.375 0.625 0.625 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 99'-4" 99'-4" 100'-0" Load Type Desc. Hx I Vy Hx Vy Hx Vy Hx V D Fnn 0.61 2.41 - 3.86 3.86 -0.61 2.41 - CG Frm 0.78 2.58 - 5.40 - 5.40 -0.78 2.58 - L Frm 3.89 12.90 - 26.98 - 26.98 -3.89 12.W - S Frm 5.45 18.06 - 37.78 - 37.78 -5.45 18.06 - USl* Frm 1.27 6.85 - 30.29 - 30.29 -1.27 6.85 - *US1 Frm 6.91 20.24 - 26.37 - 26.37 -6.91 20.24 - W I> Frm -3.93 -5.65 - -9.40 - -10.01 -1.57 -3.67 - <WI Fret 1.57 -3.67 - -10.01 - -9.40 3.93 -5.65 - W2> Frm -4.06 -3.08 - -4.32 - -4.93 -1.44 -1.10 - <W2 Frm 1.44 -1.10 - -4.93 - 4.32 4.06 -3.08 - WP Frm 0.24 -5.15 - -10.18 - -10.18 -0.24 -5.15 - F> Frm 4.72 -1.90 - 2.40 - -2.40 -4.72 1.90 - EG- Frm -0.09 -0.30 - -0.62 - -0.62 0.09 -0.30 - <E Frm 4.72 1.90 - -2.40 - 2.40 4.72 -1.90 - EG+ Frm 1 0.09 1 0.30 1 - 0.62 - 0.62 -0.09 1 .30 VPC File:W10300554-0 I OE Lvpc VPC Version:4.Ob Date: 6/13/2003 �- Reactions Package WI0300554-01 Time: 11:05 AM Page: 12 of 22 Frame Reactions-Load Cases at Frame Cross Section:2 X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Gridl -Grid2 2-D 2-C 2-B 2-A Ld Description Hx Vv Hx Vy Hx Vy Hx V Cs (application factor not shown) (k (k) (k k k k (k k I D+CG+L 4.11 11.49 21.43 21.43 -4.11 11.49 2 D+CG+S 5.31 14.73 - 27.74 - 27.74 -5.31 14.73 3 D+CG+US I* 2.19 7.78 23.50 - 23.50 -2.19 7.78 - 4 D+CG+*US 1 6.34 16.01 20.94 - 20.94 -6.34 16.01 - 5 D+L+W 1> -0.59 2.26 - 4.92 - 4.48 -2.70 3.48 - 6 D+L+<W I 2.70 3.48 4.48 - 4.92 0.59 2.26 - 7 D+L+W2> -0.57 3.87 7.91 - 7.47 -2.73 5.08 - 8 D+L+<W2 2.73 5.08 - 7.47 7.91 0.57 3.87 - 9 D+L+WP 1.95 2.59 4.41 4.41 -1.95 2.59 - 10 D+S+W1> 0.01 3.89 8.08 - 7.64 -3.31 5.10 - I 1 D+S+<W l 3.31 5.10 7.64 - 8.08 -0.01 3.89 - 12 D+S+W2> 0.04 5.49 - 1 1.07 - 10.63 -3.33 6.71 - 13 D+S+<W2 3.33 6.71 10.63 - 11.07 -0.04 5.49 - 14 D+S+WP 2.55 4.21 7.57 - 7.57 -2.55 4.21 - 15 D+CG+L+W 1> 2.81 9.72 18.70 18.48 4.46 10.32 - 16 D+CG+L+<W 1 4.46 10.32 - 18.48 18.70 -2.81 9.72 - 17 D+CG+L+W2> 2.83 10.52 20.19 - 19.97 -4.47 11.13 - 18 D+CG+L+<W2 4.47 1 1.13 19.97 20.19 -2.83 10.52 - 19 D+CG+L+WP 4.08 9.88 - 18.44 18.44 -4.08 9.88 - 20 D+CG+S+W 1> 4.02 12.97 - 25.02 24.80 -5.67 13.57 - 21 D+CG+S+<W 1 5.67 13.57 - 24.80 - 25.02 4.02 12.96 - 22 D+CG+S+W2> 4.03 13.77 - 26.51 - 26.29 -5.68 14.37 - 23 D+CG+S+<W2 5.68 14.37 - 26.29 26.51 4.03 13.77 - 24 D+CG+S+WP 5.29 13.13 - 24.76 - 24.76 -5.29 13.13 - 25 D+WI> -2.26 -2.37 - -3.79 -4.23 -1.03 -1.16 - 26 D+<W 1 1.03 -1.16 - -4.23 -3.79 2.26 -2.37 - 27 D+W2> -2.24 -0.76 - -0.80 - -1.24 -1.06 0.45 - 28 D+<W2 1.06 0.45 - -1.24 - -0.80 2.24 -0.76 - 29 D+WP 0.28 -2.05 - 4.30 - 4.30 -0.28 -2.05 - 30 D+CG+E>+EG- -1.60 1.12 - 4.66 2.17 -193 3.02 - 31 D+CG+<E+EG- 2.93 3.02 - 2.17 - 4.66 1.60 1.12 32 D+CG+S+F>+EG+ 1.43 9.43 - 20.51 - 18.03 -5.96 11.32 33 D+CG+S+<E+EG+ 5.96 1 11.32 1 18.03 - 20.51 1 -1.43 1 9.43 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom cew Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case k k k k k k) (in-k) (in-k 0/0/0 2-D 2.26 25 6.34 4 - - - 237 25 16.01 4 - - - 50/8/0 2-C - - - - - - - 4.30 29 27.74 2 - - - 100/8/0 2-13 - - - - - - 4.30 29 27.74 2 - - - 1511410 2-A 6.34 4 2.26 26 - - 2.37 26 16.01 4 - VPC File:W10300554-01OEl.vpc VPC Version:4.0b ' Date: 6/13/2003 9-M- Reactions Package "0300554-01 Time: 11:05 AM Page: 11 of 22 Wall : 4,Frame at: 2/010 Frame ID:CB Saint Gobain Frame Type:Continuous Beam Vy Vy Vy Vy r� Hx ti Hx ti Hx Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:2 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 50/8/0 100/8/0 151/4/0 Grid -Grid2 2-D 2-C 2-B 2-A Base Plate W x L(in.) 9x 13 8 x 10 8 x]0 9 x 13 Base Plate Thickness(in.) 0.375 0.500 0.500 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 99'-4" 1 99'-4" 100'-0" Load Type Desc. Hx Vy Hx Vy Hx Vy Hx V D Frm 0.50 1.74 2.49 2.49 -0.50 1.74 CG Frm 0.60 1.62 - 3.16 3.16 -0.60 1.62 L Frm 3.01 8.12 - 15.78 15.78 -3.01 8.12 S FM 4.22 11.37 - 22.10 - 22.10 -4.22 11.37 USI* Frm 1.09 4.41 - 17.85 - 17.85 -1.09 4.41 - *US] Frm 5.24 12.64 15.30 15.30 -5.24 12.64 - W 1> Frm -2.59 -3.54 - -5.46 - -5.90 -0.70 -2.33 . - <W 1 Frm 0.70 -2.33 - -5.90 - -5.46 2.59 -3.54 - W2> Frm -2.57 -1.93 - -2.47 -2.91 -0.73 -0.72 - <W2 Frrn 0.73 -0.72 - -2.91 -2.47 2.57 -1.93 - WP Frm -0.05 -3.21 - -5.97 - -5.97 0.05 -3.21 - F> Frm -2.83 -1.18 - 1.55 -1.55 -2.83 118 - EG- Frm -0.07 -0.19 - -0.36 -0.36 0.07 -0.19 - <E Frm 2.83 1.18 - -1.55 - 1.55 2.83 -1.18 - EG+ Frm 0.07 0.19 0.36 - 0.36 -0.07 0.19 - VPC File:W10300554-0 I OE Lvpc VPC Version:4.Ob Date: 6/13/2003 Reactions Package WI0300554-01 Time: 11:05 AM Page: 10 of 22 Wall : 4,Frame at: 2/0/0 Design Load Combinations-Framin No. Origin Factor Application Description I System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+1.0 CG+1.0 US]* D+CG+US1* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0 D+0.500 L+1.0 Wl> D+L+WI> 6 System 1.333 1.0 D+0.500 L+1.0<Wl D+L+<Wl 7 System 1333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0D+0.500L+1.0<W2 D+L+<W2 9 System 1.333 1.0 D+0.500 L+1.0 WP D+L+WP 10 System 1.333 1.0 D+0.500 S+1.0 W1> D+S+W1> I1 System 1.333 1.0D+0.5005+1.0<Wl D+S+<Wl 12 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 13 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 14 System 1.333 1.0 D+0.500 S+1.0 WP D+S+WP 15 System 1.333 1.0D+1.0CG+1.0L+0.500W1> D+CG+L+W1> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 17 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 19 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP D+CG+L+WP 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W l> D+CG+S+W 1> 21 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W I D+CG+S+<W 1 22 System 1.333 I.0D+I.0CG+I.0S+0.500W2> D+CG+S+W2> 23 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 24 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP D+CG+S+WP 25 System 1.333 0.670D+1.0W1> D+WI> 26 System 1.333 0.670 D+1.0<W 1 D+<Wl 27 System 1.333 0.670 D+1.0 W2> D+W2> 28 System 1.333 0.670 D+1.0<W2 D+<W2 29 System 1.333 0.670 D+1.0 WP D+WP 30 System 1.333 0.670 D+0.670 CG+0.800 E>+1.0 EG- D+CG+E>+EG- 31 System 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG- D+CG+<E+EG- 32 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG+ D+CG+S+E>+EG+ 33 System 1 1.333 11.0 D+1.0 CG+0.600 S+0.800<E+1.0 EG+ D+CG+S+<E+EG+ VPC File:WI0300554-OlOEl.vpc VPC Version A.Ob Date: 6113/2003 Reactions Package W10300554-01 Time: 11:05 AM Page: 9 of 22 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max.Eave Min.Eave Max.Roof Min.Roof Peak Width Len (S q.fl (S q.fl. (S q.ft. Height Height 2 Pitch Pitch Hei t Saint Gobain 151/4/0 87/4/0 13216 10640 13219 21/9/8 1 21/9/8 0.250:12 0.250:12 23/4/7 Overall Sha a Descri tion Roof 1 Roof 2 From Grid To Grid Width Length Eave Ht. Eave Ht.2 Pitch I Pitch 2 Dist.to Ridgel Peak Hei t A B I-A 1-D 151/4/0 87/4/0 21/9/8 21/9/8 1 0.250:12 0.250:12 75/8/0 1 23/4/7 cc a � 4 VPC File:WI0300554-OIOE1.vpc '\/PC Version A.0b Date: 6/13/2003 go- Reactions Package W10300554-01 Time: 11:05 AM Page: 8 of 22 *AL Aux Live,Left AL*>(1) Auxiliary Live Load,Right,Right,Aisle 1 *AL>(]) Auxiliary Live Load,Rigbt,Left,Aisle I <AL*(1) Auxiliary Live Load,Left,Right,Aisle 1 <*AL(1) Auxiliary Live Load,Left,Left,Aisle 1 AL*(1) Aux Live,Right,Aisle 1 *AL(1) Aux Live,Left,Aisle 1 AL*>(2) Auxiliary Live Load,Right,Right,Aisle 2 *AL>(2) Auxiliary Live Load,Right,Left,Aisle 2 <AL*(2) Auxiliary Live Load,Left,Right,Aisle 2 <*AL(2) Auxiliary Live Load,Left,Left,Aisle 2 AL*(2) Aux Live,Right,Aisle 2 *AV2) Aux Live,Left,Aisle 2 AL*>(3) Auxiliary Live Load,Right,Right,Aisle 3 *AL>(3) Auxiliary Live Load,Right,Left,Aisle 3 <AL*(3) Auxiliary Live Load,Left,Right,Aisle 3 <*AL.(3) Auxiliary Live Load,Left,Left,Aisle 3 AL-(3) Aux Live,Right,Aisle 3 *AL(3) Aux Live,Left,Aisle 3 AL*>(4) Auxiliary Live Load,Right,Right,Aisle 4 *AL>(4) Auxiliary Live Load,Right,Left,Aisle 4 <AL*(4) Auxiliary Live Load,Left,Right,Aisle 4 <*A44) Auxiliary Live Load,Left,Left,Aisle 4 AL-(4) Aux Live,Right,Aisle 4 *AL(4) Aux Live,Left,Aisle 4 AL*>(5) Auxiliary Live Load,Right,Right,Aisle 5 *AL>(5) Auxiliary Live Load,Right,Left,Aisle 5 <AL*(5) Auxiliary Live Load,Left,Right,Aisle 5 <*AL(5) Auxiliary Live Load,Left,Left,Aisle 5 AL*(5) Aux Live,Right,Aisle 5 *AL(5) Aux Live,Left,Aisle 5 ALB Aux Live Bracing Reaction ALB> Aux Live Bracing Reaction,Right <ALB Aux Live Bracing Reaction,Left WALB> Wind,Aux Live Bracing Reaction,Right <WALB Wind,Aux Live Bracing Reaction,Left ALB>(1) Aux Live Bracing Reaction,Right,Aisle l <ALB(1) Aux Live Bracing Reaction,Left,Aisle 1 WALB>(I) Wind,Aux Live Bracing Reaction,Right,Aisle I <WALB(1) Wind,Aux Live Bracing Reaction,Left,Aisle 1 ALB>(2) Aux Live Bracing Reaction,Right,Aisle 2 <ALB(2) Aux Live Bracing Reaction,Left,Aisle 2 WALB>(2) Wind,Aux Live Bracing Reaction,Right,Aisle 2 <WALB(2) Wind,Aux Live Bracing Reaction,Left,Aisle 2 ALB>(3) Aux Live Bracing Reaction,Right,Aisle 3 <ALB(3) Aux Live Bracing Reaction,Left,Aisle 3 WALB>(3) Wind,Aux Live Bracing Reaction,Right,Aisle 3 <WALB(3) Wind,Aux Live Bracing Reaction,Left,Aisle 3 ALB>(4) Aux Live Bracing Reaction,Right,Aisle 4 <ALB(4) Aux Live Bracing Reaction,Left,Aisle 4 WALB>(4) Wind,Aux Live Bracing Reaction,Right,Aisle 4 <WALB(4) Wind,Aux Live Bracing Reaction,Left,Aisle 4 ALB>(5) Aux Live Bracing Reaction,Right,Aisle 5 <ALB(5) Aux Live Bracing Reaction,Left,Aisle 5 WALB>(5) Wind,Aux Live Bracing Reaction,Right,Aisle 5 <WALB(5) Wind,Aux Live Bracing Reaction,Left,Aisle 5 WALB Wind,Aux Live Bracing Reaction AD Auxiliary Dead Load UO User Defined Load Ul User Defined Load-I U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 UB User Brace Reaction UBI User Brace Reaction-1 UB2 User Brace Reaction-2 UB3 User Brace Reaction-3 UB4 User Brace Reaction-4 UB5 User Brace Reaction-5 UB6 User Brace Reaction-6 UB7 User Brace Reaction-7 UB8 User Brace Reaction-8 U89 User Brace Reaction-9 R Rain Load T Temperature Load V Shear VPC File:WI0300554-OIOEI.vpc VPC Version A.Ob Date: 6/13/2003 Reactions Package 970300554-01 Time:11:05 AM go— Page: 7 of 22 Shape : Saint Gobain Builder Contact:Charles Lawrence Project:Saint Gobain Name:Crocker Building Company,Inc. Builder PO#:Saint Gobain.vpc Address: 186 Stafford St. Jobsite: 175 Industrial Drive City,State Zip:Springfield,Massachusetts 01104 City,State Zip:Northampton,Massachusetts 01060 Country:United States County,Country: Hampshire, United States Loads and Codes-Shape:Saint Gobain City: Northampton County: Hampshire State: Massachusetts Country. United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Rainfall:5.00 in per hour Building Use:Standard Occupancy Structures Cold Form: 89AISI Allow.Overstress: Frm: 1.03,Sec: 1.03,Brc:1.03 Dead and Collateral Loads Live Load Collateral Gravity:5.00 psf Roof Covering+Second.Dead Load:2.13 psf Live Load:25.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Snow Load Seismic Load Wind Speed:70.00 mph Ground Snow Load: 35.00 psf Seismic Hazard/Use Group:Group I Wind Exposure(Factor): C(1.000) Roof Snow Load; 35.00 psf Seismic importance:1.000 Parts Wind Exposure Factor. 1.000 Design Snow(Sloped):35.00 psf Seismic Performance/Design Category:C Wind Enclosure:Enclosed Snow Importance: 1.000 Framing Seismic Period:0.5648 Wind Importance Factor: 1.000 Ground/Roof Conversion: 1.00 Bracing Seismic Period:0.3228 Base Elevation:0/0/0 %Snow Used in Seismic:50.00 Framing R-Factor-4.5000 Primary Zone Strip Width:N/A Seismic Snow Load: 17.50 psf Bracing R-Factor.5.0000 Parts JPortions Zone Strip Width: 15/1/10 Soil Profile Type:Stiff soil(D,4) Basic Wind Pressure:12.00 psf Aa:0.1200,Av:0.1200 Frame Seismic Factor(Cs):0.0667 Brace Seismic Factor(Cs):0.0600 Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASLA Alternate Span Live Load,Shifted Right AASL Alternate Span Live Load,Shifted Left PL2 Partial Live,Full,2 Spans S Snow Load usl* Unbalanced Snow Load 1,Shifted Right *USI Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left SD Snow Drift Load PFI Partial Load,Full,I Span PHI Partial Load,Half,I Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load Wl> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left W? Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left WBI> Wind Brace Reaction,Case 1,Right <WBI Wind Brace Reaction,Case 1,Left WB2> Wind Brace Reaction,Case 2,Right <WB2 Wind Brace Reaction,Case 2,Left WB> Wind Brace Reaction,Case 3,Right <WB3 Wind Brace Reaction,Case 3,Left WB4> Wind Brace Reaction,Case 4,Right <WB4 Wind Brace Reaction,Case 4,Left WB5> Wind Brace Reaction,Case 5,Right <WB5 Wind Brace Reaction,Case 5,Left WB6> Wind Brace Reaction,Case 6,Right <WB6 Wind Brace Reaction,Case 6,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive EB> Seismic Brace Reaction,Right <EB Seismic Brace Reaction,Left FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AL* Aux Live,Right VPC File:M0300554-010ELvpc VPC Version:4.Ob Date: 6/13/2003 Reactions .Package WI0300554-01 Time: 11:05 AM Page: 6 of 22 Q 4 k ar.a^ f VPC File:W10300554-OlOEl.vpc VPC Version:4.Ob ` Date: 6/13/2003 Reactions Package WI0300554-01 Time: 11:05 AM Page: 5 of 22 <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left WB1> Wind Brace Reaction,Case 1,Right <WB1 Wind Brace Reaction,Case 1,Left WB2> Wind Brace Reaction,Case 2,Right <WB2 Wind Brace Reaction,Case 2,Left WB3> Wind Brace Reaction,Case 3,Right <WB3 Wind Brace Reaction,Case 3,Left WB4> Wind Brace Reaction,Case 4,Right <WB4 Wind Brace Reaction,Case 4,Left WB5> Wind Brace Reaction,Case 5,Right <WB5 Wind Brace Reaction,Case 5,Left WB6> Wind Brace Reaction,Case 6,Right <WB6 Wind Brace Reaction,Case 6,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive EB> Seismic Brace Reaction,Right <EB Seismic Brace Reaction,Left FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AL* Aux Live,Right *AL Aux Live,Left AL*>(1) Auxiliary Live Load,Right,Right,Aisle 1 *AL>(I) Auxiliary Live Load,Rigbt,Left,Aisle 1 <AL*(1) Auxiliary Live Load,Left,Right,Aisle 1 <*Al-(1) Auxiliary Live Load,Left,Left,Aisle 1 AL-(I) Aux Live,Right,Aisle I *Al-(1) Aux Live,Left,Aisle I AL*>(2) Auxiliary Live Load,Right,Right,Aisle 2 *Al>(2) Auxiliary Live Load,Right,Left,Aisle 2 <AL*(2) Auxiliary Live Load,Left,Right,Aisle 2 <*AL(2) Auxiliary Live Load,Left,Leff,Aisle 2 AL*(2) Aux Live,Right,Aisle 2 *AL.(2) Aux Live,Left,Aisle 2 AL*>(3) Auxiliary Live Load,Right,Right,Aisle 3 *AL>(3) Auxiliary Live Load,Right,Left,Aisle 3 <AL*(3) Auxiliary Live Load,Left,Right,Aisle 3 <*AL(3) Auxiliary Live Load,Left,Left,Aisle 3 AL*(3) Aux Live,Right,Aisle 3 *AL(3) Aux Live,Left,Aisle 3 AL*>(4) Auxiliary Live Load,Right,Right,Aisle 4 *AL>(4) Auxiliary Live Load,Right,Left,Aisle 4 <AL*(4) Auxiliary Live Load,Left,Right,Aisle 4 <*AL(4) Auxiliary Live Load,Left,Left,Aisle 4 AL*(4) Aux Live,Right,Aisle 4 *AL(4) Aux Live,Left,Aisle 4 AL*>(5) Auxiliary Live Load,Right,Right,Aisle 5 *AL>(5) Auxiliary Live Load,Right,Left,Aisle 5 <AL*(5) Auxiliary Live Load,Left,Right,Aisle 5 <*AV5) Auxiliary Live Load,Left,Left,Aisle 5 AL*(5) Aux Live,Right,Aisle 5 *AL(5) Aux Live,Left,Aisle 5 ALB Aux Live Bracing Reaction ALB> Aux Live Bracing Reaction,Right <ALB Aux Live Bracing Reaction,Left WALB> Wind,Aux Live Bracing Reaction,Right <WALB Wind,Aux Live Bracing Reaction,Left ALB>(I) Aux Live Bracing Reaction,Right,Aisle I <ALB(1) Aux Live Bracing Reaction,Left,Aisle 1 WALB>(1) Wind,Aux Live Bracing Reaction,Right,Aisle 1 <WALB(1) Wind,Aux Live Bracing Reaction,Left,Aisle I ALB>(2) Aux Live Bracing Reaction,Right,Aisle 2 <ALB(2) Aux Live Bracing Reaction,Left,Aisle 2 WALB>(2) Wind,Aux Live Bracing Reaction,Right,Aisle 2 <WALB(2) Wind,Aux Live Bracing Reaction,Left,Aisle 2 ALB>(3) Aux Live Bracing Reaction,Right,Aisle 3 <ALB(3) Aux Live Bracing Reaction,Left,Aisle 3 WALB>(3) Wind,Aux Live Bracing Reaction,Right,Aisle <WALB(3) Wind,Aux Live Bracing Reaction,Left,Aisle 3 ALB>(4) Aux Live Bracing Reaction,Right,Aisle 4 <ALB(4) Aux Live Bracing Reaction,Left,Aisle 4 WALB>(4) Wind,Aux Live Bracing Reaction,Right,Aisle 4 <WALB(4) Wind,Aux Live Bracing Reaction,Left,Aisle 4 ALB>(5) Aux Live Bracing Reaction,Right,Aisles <ALB(5) Aux Live Bracing Reaction,Left,Aisle 5 WALB>(5) Wind,Aux Live Bracing Reaction,Right,Aisle 5 <WALB(5) Wind,Aux Live Bracing Reaction,Left,Aisle 5 WALB Wind,Aux Live Bracing Reaction AD Auxiliary Dead Load U0 User Defined Load U1 User Defined Load-1 U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 UB User Brace Reaction UB1 User Brace Reaction-1 UB2 User Brace Reaction-2 UB3 User Brace Reaction-3 UB4 User Brace Reaction-4 UB5 User Brace Reaction-5 UB6 User Brace Reaction-6 UB7 User Brace Reaction-7 UB8 User Brace Reaction-8 U139 User Brace Reaction-9 R Rain Load T Temperature Load V Shear User Applied Surface Loads(Local Coordinate System) Side I Sha a Units Type Description Ma X-Loc Y-Loc Frm Brc Grt Pur Pnl Su pp. Dir. Loc. • LN plf W wind on parapet 24.00 0/0/0 -75/8/3 Y Y N N N N RIGHT OF • LN plf W wind on parapet 5.0 0/0/0 0/0/0 Y Y N N N N RIGHT OF B LN plf W wind on parapet 5.0 87/4/0 0/0/0 Y Y N N N N RIGHT OF B LN plf W wind on mranet 24.00 87/4/0 -75/8/3 Y Y N N N N RIGHT OF VPC File:W10300554-0 I OE I.vpc VPC Version A.0b r Date: 6/13/2003 ' go- Reactions Package WI0300554-0I Time: 11:05 AM Page: 4 of 22 Design Load Combinations-Purlin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 2 System 1.000 1.0 D+1.0 CG+1.0 US 1* D+CG+US1 3 System 1.000 1.0 D+1.0 CG+1.0*US I D+CG+*US l 4 System Derived 1.333 0.670 D+1.0 W1>+1.0 WB1> D+Wl>+WBI> 5 System Derived 1.333 I.0D+I.0CG+I.0S+0.500 Wl>+0.500WB1> D+CG+S+Wl>+WBI> 6 System Derived 1.333 1.0D+0.5005+1.0 Wl>+1.0WB1> D+S+Wl>+WB1> 7 System Derived 1.333 0.670 D+1.0 Wl>+1.0<WBI D+Wl>+<WBI 8 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 W I>+0.500<WBI D+CG+S+Wl>+<WBI 9 System Derived 1.333 1.0D+0.500S+1.0 Wl>+1.0<WBI D+S+Wl>+<WBI 10 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800 EB>+1.0 EG+ D+CG+S+EB>+EG+ 11 System Derived 1 1.333 11.0 D+1.0 CG+0.600 S+0.800<EB+1.0 EG+ D+CG+S+<EB+EG+ Design Load Combinations-Girt No. I origin Factor Application Description 1 I System 1.333 1.0 Wl> Wl> 2 System 1.333 1.0<W2 <W2 Design Load Combinations-Roof-Panel No. Origin I Factor Application Description 1 System l.000 1.0 D+1.0 S D+S 2 System 1.333 0.670 D+1.0 W1> D+Wl> Design Load Combinations-Wall-Panel 0.-. Origin Factor Application Descri tion System 1333 11.0 W1> Wl> 2 System 1.333 11.0<W2 <W2 Deflection Load Combinations-Framin No. Origin Factor Def H Def V Application Description 1 System 1.000 240 0 0.600 E>+1.0 EG- E>+EG- 2 System 1.000 240 0 0.600<E+1.0 EG- <E+EG- 3 System 1.000 240 0 0.750 Wl> Wl> 4 System 1.000 240 0 0.750<W 1 <W I 5 System 1.000 240 0 0.750 W2> W2> 6 System 1.000 240 0 0.750<W2 <W2 7 System 1.000 240 0 10.750 WP IWP Deflection Load Combinations-Purlin No. Origin Factor I Deflection Application Descri lion I System 1 1.000 1 150 11.0s is Deflection Load Combinations-Girt No. Ori in Factor Deflection Application Description 1 System 1.000 120 0.750 W]> Wl> 2 System 1.000 120 0.750<W2 <W2 Deflection Load Combinations-Roof-Panel No. Origin Factor Def H Def V Application Description I System 1.000 150 150 11.0 S is Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load,Shifted Right ^ASL Alternate Span Live Load,Shifted Left PL2 Partial Live,Full,2 Spans S Snow Load us]* Unbalanced Snow Load 1,Shifted Right *US1 Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left SD Snow Drift Load PFl Partial Load,Full,I Span PHI Partial Load,Half,1 Span PF2 Partial Load,Full,2 Spans P112 Partial Load,Half,2 Spans W Wind Load Wl> Wind Load,Case 1,Right <W 1 Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W3> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right VPC File:W]0300554-010ELvpc VPC Version:4.Ob x ' Date: 6/13/2003 Reactions Package W10300554-01 Time: 11:05 AM Page: 3 of 22 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Reinforced Masonry Wall Deflection Limit Override H/240 Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framing No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+1.0 CG+1.0 US]* D+CG+US 1* 4 System 1.000 1.0 D+1.0 CG+1.0*US I D+CG+*US 1 5 System 1.333 1.0D+0.500L+1.0W1> D+L+WI> 6 System 1.333 1.0 D+0.500 L+1.0<W I D+L+<W l 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0D+0.500S+1.0W1> D+S+WI> 10 System 1.333 1.0D+0.5005+1.0<Wl D+S+<W1 11 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 12 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 13 System 1.333 I.0D+I.0CG+1.0L+0.500W1> D+CG+L+Wl> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 15 System 1.333 1.0D+I.0CG+1.0L+0.500W2> D+CG+L+W2> 16 System 1.333 1.0D+I.0CG+1.0L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0D+I.0CG+I.0S+0.500W1> D+CG+S+WI> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W 1 D+CG+S+<W 1 19 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W 2 21 System 1.333 0.670 D+1.0 W 1> D+W l> 22 System 1.333 0.670 D+1.0<W 1 D+<W l 23 System 1.333 0.670 D+1.0 W2> D+W2> 24 System 1.333 0.670 D+1.0<W2 D+<W2 25 System 1.333 0.670 D+0.670 CG+0.800 E>+1.0 EG- D+CG+Fj+EG- 26 System 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG- D+CG+<E+EG- 27 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG+ D+CG+S+E>+EG+ 28 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+1.0 EG+ D+CG+S+<E+EG+ 29 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WBl> D+L+WP+WB1> 30 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0 WB1> D+S+WP+WB1> 31 System Derived 1.333 1.0D+I.0CG+I.0L+0.500WP+0.500WB1> D+CG+L+WP+WBI> 32 System Derived 1.333 1.0D+I.0CG+I.0S+0.500WP+0.500WB1> D+CG+S+WP+WBI> 33 System Derived 1.333 0.670 D+1.0 WP+1.0 WBI> D+WP+WB1> 34 System Derived 1.333 I.0D+0.500L+1.0WP+1.0<WBI D+L+WP+<WB 1 35 System Derived 1.333 1.0D+0.500S+1.0WP+1.0<WB1 D+S+WP+<WBI 36 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WB 1 D+CG+L+WP+<WB 1 37 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB I 38 System Derived 1.333 0.670 D+1.0 WP+1.0<WB 1 D+WP+<WB1 39 System Derived 1.333 0.670 D+0.670 CG+0.800 E>+1.0 EG-+0.800 EB> D+CG+E>+EG-+EB> 40 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+1.0 EG++0.800 EB> D+CG+S+E>+EG++EB> 41 System Derived 1.333 0.670 D+0.670 CG+0.800<E+1.0 EG-+0.800<EB D+CG+<E+EG-+<EB 42 1 System Derived 1 1.333 11.0 D+1.0 CG+0.600 S+0.800<E+1.0 EG++0.800<EB D+CG+S+<E+EG++<EB Design Load Combinations-Bracing No. Origin Factor A,2plication Description 1 System 1.333 1.0 W1> WI> 2 System 1.333 1.0<W1 <Wl 3 System 1.333 0.800 F> E> 4 Svstem 1.333 0.800<E <E VPC File:W10300554-01OEl.vpc VPC Version:4.Ob Date: 6/13/2003 Reactions Package YM300554-01 Time: 11:05 AM Page: 2 of 22 ♦....uiltlu>� ta��gan� :� �^�°" , a��«� �" t+�+�;° aAan�Z::« W'�7'fi%" 'd3a�. 2s��u�,s;re.:G. Shape: Saint Gobain Loads and Codes-Shape:Saint Gobain City: Northampton County: Hampshire State: Massachusetts Country: United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Building Use:Standard Occupancy Structures Cold Form: 89AISI Allow.Overstress:Frm: 1.03,Sec:1.03,Bre:1.03 Rainfall:5.00 in per hour Dead and Collateral Loads Collateral Gravity:5.00 psf Frame Weight(assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Side Type Mag Units Shape Applied to Description A D 2.132 psf Entire Frm Covering Weight-24 SSR+Secondary Weight 1.00:Roof:A A D 1.130 psf Entire Pur Covering Weight-24 SSR:Roof:A B D 2.132 psf Entire Fret Covering Weight-24 SSR+Secondary Weight 1.00:Roof:B B D 1.130 psf Entire Pur Covering Weight-24 SSR:Roof B Live Load Live Load:25.00 psf Not Reducible LL for Below Eave Canopy:N/A Wind Load Wind Speed:70.00 mph Gust Factor: 1.0000 Wind Enclosure:Enclosed Wind Importance Factor: 1.000 Height Used:22/6/15 (Type:Mean) Least Horiz.Dimension:87/410 Base Elevation:0/0/0 Parts/Portions Zone Strip Width: 1511110 Primary Zone Strip Width:N/A qz=0.00256*(1.00)*(70.00)^2 *(1.00) Velocity Pressure:(qz) 12.00 psf Wind Exposure(Factor): C(1.000) Basic Wind Pressure:12.00 psf Snow Load Ground Snow Load: 35.00 psf Rain Surcharge:0.00 Roof Snow Load: 35.00 psf Slope Reduction: 1.00 Design Snow(Sloped):35.00 psf Slope Used: 1.193 ( 0.250:12) Snow Importance:1.000 Ground/Roof Conversion:1.00 Seismic Load Seismic Hazard/Use Group:Group 1 Seismic Snow Load: 17.50 psf Seismic Performance/Design Category:C Soil Profile Type:Stiff soil(D,4) Aa:0.1200,Av:0.1200 Soil Factor 2.00 Seismic Importance: 1.000 Framing Seismic Period:0.5648 Frame Seismic Factor(Cs):0.0667 Bracing Seismic Period:0.3228 Brace Seismic Factor(Cs):0.0600 Seismic Period Height Used:21/9/8 Framing R-Factor:4.5000 Period Limit Coefficient: 1.6000 Bracing R-Factor.5.0000 Side Type Mag Units Shape Applied to Description I E 4.000 psf Entire Frm Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:1 1 E 3.600 psf Entire Brc Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:1 2 E 4.000 psf Entire Frm Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:2 2 E 3.600 psf Entire Brc Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:2 3 E 4.000 psf',`. Entire, Frm Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:3 3 E 3.600 psf Entire: Brc Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:3 4 E 4.000 psf. Entire Frm Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:4 4 E 3.600 psf Entire Brc Seismic:Covering Weight-60.00 NBVP-Masonry+Secondary Weight 0.00:Wall:4 A E 1.809 psf Entire Fail", Seismic:Covering Weight-24 SSR+Secondary Weight 1.00+17.500 Snow+Seismic (Includes 5.000 Collateral 2.500 Frame Weight):Roof.A A E 1.628 psf Entire Brc Seismic:Covering Weight-24 SSR+Secondary Weight 1.00+17.500 Snow+Seismic (Includes 5.000 Collateral 2.500 Frame Weight):Roof.A B E 1.809 psf Entire Frm Seismic:Covering Weight-24 SSR+Secondary Weight 1.00+17.500 Snow+Seismic (Includes 5.000 Collateral 2.500 Frame Weight):Roof B B E 1.628 psf Entire Brc Seismic:Covering Weight-24 SSR+Secondary Weight 1.00+17.500 Snow+Seismic (includes 5.000 Collateral 2.500 Frame Weight):Roof:B VPC File:W10300554-0I0ELvpc VPC Version:4.Ob 4 r Date: 6/13/2003 Reactions Package H10300554-0I Time: 11:05 AM Page: 1 of 22 VP Buildings, Inc. 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: Saint Gobain Name: W10300554-OIOEI Builder PO #: Saint Gobain.vpc Jobsite: 175 Industrial Drive City, State: Northampton, Massachusetts 01060 County: Hampshire Country: United States TABLE OF CONTENTS Building Loading �(� 2 Reactions 7 tH OF q4 STEVEN 9. v OAKESON a CIVIL 426 No.42619 '�FCrsrepti°,� Ma Vue(MXV),EIT VPC File:W10300554-0 IOE1.vpc VPC Version:4.Ob �,� m_. -----,�,��.�,.,2 � .� EC - BERNARD M. SCHENKELBERG iui ARCHITECT SUITE 2450 1 MONARCH PLACE SPRINGFIELD, MASSACHUSETTS 01144 CONNECTICUT MASSACHUSETTS MINNESOTA RHODE ISLAND VERMONT WISCONSIN PHONE (413)739-0162 FAX(413)739-0163 In accordance with Chapter 1 Section 116 of the Massachusetts State Building Code, I M being a Professional Engineer chitect certify that the plans forT 1 N�T MI N located at 17�? IND4T21A-L pzjgE AIazT-N,4 '0A /XA- Have been prepared under my supervision and to the best of my knowledge, such plans conform to the provisions of said Code, all acceptable engineering practices and all applicable laws and ordinance. I will comply with the requirements of Section 116 (Construction Control) for the structural portions of the building and submit reports to the Architect for inclusion in his reports as required by Section 116 of the Code. Il������[�1r�p'�L L4� MAW g i na re Subscribed and swo efore me this g�� day of Zt, 20 d MARK E. ETHIERNotary Public Notary Public My Commission Expires feb. 14, 2008 My Commission Expires •2003 d: 1 1 PM FROM p 'P. 2 ;voj why 'us 2i Pit mliEA u r I L I I E3 FAX NO. 60343894'13 P. U i S- tatO y A NFSvurc0 COnWny .ltity 23,2003 Crocker Bu diag C'cnn["'"y Charles L.Lawrence,President 186 Strafford St. Spria)gfiicld, MA 01104 itt3:natural gzts avilillbitity to 175 Industrial Dr.,NoghwTipton,MA I)=Mr. LawlcaG:, uay Slate Gas curruntly supplies this addmss with natural gas service, attd is prcgareti to provide an additivn:ti 14Qt}c1b 10 the property as requested. The existing Y,inch low prc;ssure SCrvicc:lire to the building may lwwcver,need to be upgraded.Ou engineer is cttrrcntly cv8tualinb the project and will make a final determination soon- !hop c this C4trrcSpNU1cncc mccis your need.if any additional information is ncOdcci, pk .,so contact mo at(800)552-3047,extension#5377. Si Patricia Dyer C'on,mcrcial Kc;pmscotativc +t;;Wci,t(!*�?a� P.CI dp•509 t��rtTwn,.Nr10?Wp G;Ua 877.41I.4744 Frx 603 x22 )3 • Work permits will need to be obtained. • Alarm verification must be active on all smoke detection zones. •Page 2 qZ? Northampton Fire Department Memorandum Ta To"ftello JUL From: Duane Nichols VI14- 5 2003 Date: July 14, 2003 DEPT OF BUILDING INSP NORTHAMPTON,MA 010b0 C:Q Brian Duggan Re: Saint-Gobain 175 Industrial Drive Secondary to a review of the plans and fire protection narrative submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • A set of plans for the fire alarm system is submitted to the Fire Department as soon as possible for review. • The graphic map over annunciator panel and fire alarm control panel needs to be changed to reflect the new addition. • The zone listing needs to be changed to reflect the new addition. • The Fire Department Connection is to be a 4" locking Storz connection with an attached chain. In addition a sign reading "Fire Department Connection' white letters on a red background is to be mounted above the connection. An electric bell actuated upon water flow must be located above this sign. • Pull stations are to be double action type. • 5 lb ABC Fire Extinguishers located under pull stations at exits. •Page I CL U) m Y LL C 'L V O O 0 N H 00 LO v CD -- N N O Z E C. m EE o u �a) N 0 0 C) t0 N Q a) d aj y� � O � � 3: CL Q 0) CL > 3 a; L LA CAP nn� O LV L LL CD a 7Y In N O LO d Q-) O [0 d �aF- cn O E o aCM o 000 ao O r- L r T LL Cl) T L � 0) N T � a r U a J O O M N �co tr U- o � ¢ CN N c � c a)C a a<( o O In E a) LO C� a c ,a55 � E 0 a) z w 0 0 0 0 0 0 Cl V N O 00 co N T T T CLcn - Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR -PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE B4 TO A4 REF B4 49. 0 11�" 2 0 14618" 7 . 8 fps 25 . 4 25 . 4 PATH 1 1. 610" 2 0 2410" 0. 085 14 .5 0 . 4 K= 9. 72 49. 0 120 40 0 17018" 0" 0. 0 25 . 0 REF A4 49.0 gpm PATH 7 K= 7.76 39. 9 psi PATH 8 FROM HYDRAULIC REFERENCE B5 TO A5 REF B5 48 . 9 1'-�" 2 0 14618" 7 . 8 fps 25 . 8 25 . 8 PATH 1 1. 610" 2 0 2410" 0 . 084 14 . 4 0.2 K= 9. 62 48 . 9 120 40 0 170 ' 8" 0" 0 . 0 25 . 6 REF A5 48. 9 gpm PATH 8 K= 7.71 40.2 psi„ PATH 9 FROM HYDRAULIC REFERENCE B6 TO A6 REF B6 49.5 1=�" 2 0 14618" 7 . 9 fps 26. 0 26. 0 PATH 1 1 . 610" 2 0 2410" 0 . 086 14 .7 0 . 1 K= 9.70 49.5 120 40 0 17018" 0" 0 . 0 25 . 9 REF A6 49.5 gpm PATH 9 K= 7.75 40.8 psi PATH 10 FROM HYDRAULIC REFERENCE B7 TO A7 REF B7 50. 9 1'�" 2 0 146'8" 8 . 1 fps 26.2 26. 2 PATH 1 1. 610" 2 0 24 ' 0" 0. 091 15 .5 0. 0 K= 9. 95 50 . 9 120 40 0 17018" 0" 0 . 0 26.1 REF A7 50. 9 gpm PATH 10 K= 7.88 41.7 psi Saint-Gobain Drawing Date: 05 120103 5119103 14:20 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 4 TO B2 CONTINUED HEAD 7 24 . 2 11WI 1 0 316" 13 . 4 fps 19.8 19. 8 18 . 6 0. 19 gpm/sq ft 1 . 610" 1 0 1210" 0 . 230 3 . 6 1 . 2 0. 0 K= 5 . 60 84 . 1 120 40 0 1516" 2 '5" 1 . 0 18 . 6 18 . 6 REF B1 3" 0 0 11' 2" 3.3 fps 24 . 4 3.260" 0 0 0" 0 . 007 0. 1 84 . 1 120 10 0 1112" 0" 0 . 0 REF B2 84 .1 gpm PATH 5 K= 16. 99 24 .5 psi PATH 6 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 23 . 6 11-x" 0 0 11' 8" 1 .7 fps 17 .7 17 .7 17 .7 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 005 0 . 1 0. 0 0 . 0 K= 5 . 60 10 .7 120 40 0 1118" 0" 0 . 0 17 .7 17 .7 HEAD 3 23 . 5 1%z" 0 0 1118" 5 . 4 fps 17 . 8 17 . 8 17 . 6 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 044 0 .5 0 .2 0 . 0 K= 5 . 60 34 . 2 120 40 0 1118" 0" 0 . 0 _ 17 . 6 17 . 6 HEAD 2 23 . 6 1W, 0 0 1118" 9. 2 fps 18 .3 18 . 3 17 .7 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 115 1. 3 0. 6 0 . 0 K= 5 . 60 57 . 8 120 40 0 1118" 0" 0 . 0 17 .7 17 .7 HEAD 1 24 . 1 11-x" 1 0 7315" 13 . 0 fps 19. 6 19. 6 18 . 5 0 .19 gpm/sq ft 1. 610" 1 0 12 ' 0" 0. 219 18 .7 1. 1 0. 0 K= 5 . 60 81 . 9 120 40 0 8515" 215" 1 . 0 18 . 5 18 . 5 REF Al 3" 0 0 1112" 3 .2 fps 39. 4 3 . 260" 0 0 0" 0 . 007 0. 1 81. 9 120 10 0 1112" 0" 0 . 0 REF A2 81. 9 gpm PATH 6 K= 13.03 39.5 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 11 TO A3 HEAD 11 23 . 5 11.�" 0 0 11 '8" 1.7 fps 17 . 6 17 . 6 17 . 6 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0. 005 0.1 0 . 0 0 . 0 K= 5 . 60 10 . 8 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 10 23. 4 11"�" 0 0 1118" 5 . 4 fps 17 . 7 17 .7 17 .5 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 044 0 .5 0.2 0. 0 K= 5 . 60 34 .2 120 40 0 1118" 0" 0. 0 17 . 5 17 .5 HEAD 9 23 .5 11,�2" 0 0 1118" 9.2 fps 18 . 2 18 . 2 17 . 6 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 115 1.3 0. 6 0 . 0 K= 5 . 60 57 . 7 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 8 24 . 0 11�2" 1 0 7315" 13 . 0 fps 19.5 19. 5 18 . 4 0 . 18 gpm/sq ft 1 . 610" 1 0 1210" 0 . 219 18 .7 1 . 1 0 . 0 K= 5 . 60 81. 8 120 40 0 8515" 215" 1. 0 18 . 4 18 . 4 REF A2 81. 9 3" 0 0 10' 11" 6. 4 fps 39.5 39.5 PATH 6 3 . 260" 0 0 0" 0. 025 0. 3 0. 3 K= 13. 03 163 . 6 120 10 0 10' 11" 0" 0 . 0 39. 2 REF A3 163. 6 gpm PATH 4 K= 25. 95 39.8 psi PATH 5 FROM HYDRAULIC REFERENCE 4 TO B2 HEAD 4 23. 6 1'i2" 0 0 11 ' 8" 2 . 0 fps 17 . 7 17 .7 17 . 7 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0 .007 0. 1 0. 0 0. 0 K= 5 . 60 12 . 9 120 40 0 11' 8" 0" 0 . 0 17 .7 17 .7 HEAD 5 23.5 1'�" 0 0 11' 8" 5 . 8 fps 17 . 8 17 . 8 17 . 6 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0. 049 0. 6 0 . 2 0 . 0 K= 5 . 60 36.3 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 6 23 . 6 11-i�" 0 0 1118" 9. 5 fps 18 . 4 18 . 4 17 . 8 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 123 1 . 4 0 . 6 0. 0 K= 5 . 60 60. 0 120 40 0 11' 8" 0" 0. 0 17 . 8 17 . 8 CONTINUED 19.8 psi mmmW Saint-Gobain Drawing Date: 05 120103 5119103 14:20 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE , BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE --K FACTOR PIPE C TYPE _ OTHER" TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 18 TO AS CONTINUED REF A5 48 . 9 3" 0 0 1018" 13.3 fps 41 . 1 41 . 1 PATH 8 3.260" 0 0 0" 0 .100 1. 1 1.2 K= 7 . 73 343.2 120 10 0 1018" 0" 0. 0 40. 0 REF A6 49.5 3" 0 0 10' 11" 15 .2 fps 42 . 2 42 . 2 PATH 9 3.260" 0 0 0" 0 . 128 1. 4 1. 5 K= 7 . 76 392 .7 120 10 0 10 ' 11" 0" 0. 0 40.7 REF A7 50. 9 3" 0 0 1112" 17 .2 fps 43 . 6 43. 6 PATH 10 3. 260" 0 0 0" 0 . 161 1. 8 2 . 0 K= 7 . 88 443 . 6 120 10 0 1112" 0" 0 . 0 41 . 6 REF AS 443. 6 gpm PATH 2 K= 65.84 45.4 psi PATH 3 FROM HYDRAULIC REFERENCE 11 TO B3 HEAD 11 23. 5 1j"�" 0 0 11 ' 8" 2 . 0 fps 17 . 6 17 . 6 17 . 6 0. 18 gpm/sq ft 1. 610" 0 0 0" 0 . 007 0. 1 0 . 0 0. 0 K= 5 . 60 12 . 6 120 40 0 11' 8" 0" 0 . 0 17 . 6 17 . 6 HEAD 12 23 . 4 1' 0 0 1118" 5 .7 fps 17 . 7 17 .7 17 . 5 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 048 0. 6 0 . 2 0. 0 K= 5 . 60 36. 0 120 40 0 11' 8" 0" 0. 0 17 .5 17 .5 HEAD 13 23 . 5 1' 0 0 1118" 9.5 fps 18 . 2 18 .2 17 . 6 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 122 1. 4 0. 6 0 . 0 K= 5 . 60 59. 6 120 40 0 11' 8" 0" 0. 0 17 . 6 17 . 6 HEAD 14 24 . 1 11"z fl 1 0 3' 6" 13. 3 fps 19. 7 19.7 18 .5 0 . 19 gpm/sq ft 1. 610" 1 0 1210" 0 . 228 3 . 5 1 .2 0. 0 K= 5 . 60 83 . 6 120 40 0 1516" 2 '5" 1. 0 18 .5 18 .5 REF B2 84 . 1 3" 0 0 10' 11" 6. 5 fps 24 .5 24 .5 PATH 5 3.260" 0 0 0" 0. 027 0.3 0.3 K= 16. 99 167 . 8 120 10 0 10' 11" 0" 0. 0 24 .2 REF B3 167.8 gpm PATH 3 K= 33. 69 24.8 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUD24ARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER- TOTAL ELEVATION -Pe Pin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) CONTINUED REF B8 2 0 1461811 8 . 4 fps 26.2 1 . 610" 2 0 2410" 0 . 098 16.7 53. 0 120 40 0 17018" 0" 0. 0 REF A8 443. 6 3" 2 0 15612" 19.3 fps 45 . 4 45 . 4 PATH 2 3 .260" 0 0 14 ' 0" 0 . 198 33.7 2 .5 K= 65 . 84 496. 6 120 10 0 17012" 0" 0 . 0 42 . 9 REF W 496. 6 gpm PATH 1 K= 55.83 79. 1 psi PATH 2 FROM HYDRAULIC REFERENCE 18 TO AS HEAD 18 23 .5 11W" 0 0 11 ' 8" 1 . 7 fps 17 . 6 17 . 6 17 . 6 0 . 19 gpm/sq ft 1 . 610" 0 0 0" 0.005 0. 1 0. 0 0 . 0 K= 5 . 60 10. 9 120 40 0 11 ' 8" 0" 0. 0 17 . 6 17 . 6 HEAD 17 23. 4 11�" 0 0 11 ' 8" 5 .5 fps 17 . 6 17 . 6 17 . 4 0 . 19 gpm/sq ft 1 . 610" 0 0 0" 0. 044 0.5 0.2 0 . 0 K= 5 . 60 34 . 3 120 40 0 1118" 0" 0. 0 17 . 4 17 . 4 HEAD 16 23 . 5 lam" 0 0 1118" 9. 2 fps 18 . 1 18 . 1 17 . 6 0 . 19 gpm/sq ft 1. 610" 0 0 0" 0 . 115 1. 3 0. 6 0 . 0 K= 5 . 60 57 . 7 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 15 24 . 0 11�" 1 0 7315" 13 . 0 fps 19.5 19.5 18 .3 0 . 19 gpm/sq ft 1. 610" 1 0 12 ' 0" 0 .218 18 .7 1 . 1 0 . 0 K= 5 . 60 81.7 120 40 0 8515" 2 '5" 1. 0 18 . 3 18 .3 REF A3 163 . 6 3" 0 0 1018" 9.5 fps 39. 8 39. 8 PATH 4 3 .260" 0 0 0" 0 . 054 0. 6 0 . 6 K= 25 . 95 245 . 4 120 10 0 10 ' 8" 0" 0. 0 39.2 REF A4 49. 0 3" 0 0 1018" 11.4 fps 40.3 40.3 PATH 7 3 .260" 0 0 0" 0 . 075 0. 8 0. 9 K= 7 . 80 294 . 4 120 10 0 1018" 0" 0. 0 39.5 CONTINUED 41. 1 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) HEAD 18 23.5 11W" 0 0 1118" 2 . 0 fps 17 . 6 17 . 6 17 . 6 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0. 007 0. 1 0. 0 0. 0 K= 5 . 60 12 . 6 120 40 0 11' 8" 0" 0. 0 17 . 6 17 . 6 HEAD 19 23 . 4 11WI 0 0 1118" 5 .7 fps 17 . 6 17 . 6 17 . 4 0. 19 gpm/sq ft 1. 610" 0 0 0" 0 . 048 0 . 6 0 .2 0. 0 K= 5 . 60 36. 0 120 40 0 11 ' 8" 0" 0 . 0 17 . 4 17 . 4 HEAD 20 23 .5 0 0 1118" 9.5 fps 18 .2 18 .2 17 . 6 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0. 121 1. 4 0. 6 0. 0 K= 5 . 60 59.5 120 40 0 1118" 0" 0. 0 17 . 6 17 . 6 HEAD 21 24 . 0 1%1" 1 0 316" 13.3 fps 19. 6 19. 6 18 . 4 0. 19 gpm/sq ft 1. 610" 1 0 1210" 0 .227 3 .5 1 . 2 0 . 0 K= 5 . 60 83.5 120 40 0 1516" 2 '5" 1. 0 18 . 4 18 . 4 REF B3 167 . 8 3" 0 0 1018" 9. 8 fps 24 . 8 24 . 8 PATH 3 3 . 260" 0 0 0" 0. 056 0 . 6 0. 6 K= 33 . 69 251 . 3 120 10 0 1018" 0" 0. 0 24 . 2 REF B4 -49. 0 3" 0 0 10' 8" 7 . 9 fps 25 . 4 25 . 4 PATH 7 3.260" 0 0 0" 0 . 038 0 . 4 0 . 4 K= -9. 80 202 .3 120 10 0 1018" 0" 0. 0 25 . 0 REF B5 -48 . 9 3" 0 0 1018" 6. 0 fps 25 . 8 25 . 8 PATH 8 3.260" 0 0 0" 0. 023 0. 2 0. 2 K= -9. 66 153. 4 120 10 0 1018" 0" 0. 0 25 . 6 REF B6 -49. 5 3" 0 0 10' 11" 4 . 0 fps 26. 0 26. 0 PATH 9 3 .260" 0 0 0" 0. 011 0. 1 0 . 1 K= -9. 72 103 . 9 120 10 0 10' 11" 0" 0. 0 25 . 9 REF B7 -50 . 9 3" 0 0 1112" 2 . 1 fps 26.2 26.2 PATH 10 3 .260" 0 0 0" 0. 003 0 . 0 0. 0 K= -9. 95 53 . 0 120 10 0 1112" 0" 0 . 0 26. 1 CONTINUED 26.2 psi Saint-Gobain Drawing Date:O5 120103 5119103 14:20 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows : 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long, Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths f Saint-Gobain Drawing Date:05 120103 5119103 14:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 497 79.1 psi Elevation Change 1610" 6. 9 1 Pipe 4" 10x21 CSC 18 ' 120 4 .260 497 1. 0 1 4" Grvd Alarm Valve CSC "G" CHART LOSS -- 497 2 .3 1 4" Fingd Back Flow Valve Watts "709 CHART LOSS 497 5 . 9 1 Pipe 8" DIx18 C1 52 150 ' 140 8 . 720 497 0.2 Fixed Flow Flow Loss 250 gpm 1 Pipe 12" DIx18 C1 52 1000 ' 140 12 . 830 747 0. 4 Hydr Ref R1 Required at Source 747 95.7 psi Water Source118 . 0 psi static, 76. 0 psi residual @ 1450 gpm 747 gpm 105. 7 psi SAFETY PRESSURE 10.0 psi Available Pressure of 105. 7 psi Exceeds Required Pressure of 95. 7 psi This is a safety margin of 10.0 psi or 9 % of Supply Maximum Water Velocity is 19. 3 fps I Saint-Gobain Drawing Date:05 120103 5119103 14:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Saint-Gobain Location: 17yIndustrail Drive Northampton, MA Drawing Date: 05/20/03 Remote Area Number: 1 Contractor: Warehouse Mechanical Contractors Inc. Telephone: 413-536-9222 342 Britton Street Chicopee_, MA 01020 _ �+ Designer: David P. Krause Calculated By:SprinkCALC CSC Systems & Design Construction: Metal Purlins Occupancy:Manufacturing Reviewing Authorities: FACTORY MUTUAL SYSTEM DESIGN Code:NFPA 13 Hazard:OR GP II System Type:WET Area of Sprinkler Operation 2500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 180 1 Make: Model:A Area per Sprinkler 130 sq ftj Orifice: 1/2 K-Factor: 5 . 60 Hose Allowance Inside 0 gpm Temperature Rating:212 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 746. 6 psi Required: 95.7 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 11/09/01 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 118 . 0 psi Rated Pressure 0 .0 psi Elevation 0 Residual Pres 76. 0 psi I Elevation 0 At a Flow of 1450 gpm I Make: Well Elevation 0" I Model: Proof Flow 0 gpm Location: Front of Coke Building Source of Information: Rybak and Northampton Water SYSTEM VOLUME 260 Gallons Notes: OF ANTHONY P Q PU N R ECTI N o 521 VP r ��3 6� BERNARD M. SCHENKELDERG A.I.A. ARCHITECT SUITE 2450 1 MONARCH PLACE SPRINGFIELD, MASSACHUSETTS 01144 CONNECTICUT MASSACHUSETTS MINNESOTA RHODE ISLAND VERMONT WISCONSIN PHONE (413)739-0162 FAX(413)739-0163 In accordance with Section 127.0 of the Massachusetts State Building Code, I �f-�flPP IA. ,zhL.Nk lrLb Rc being a Professional Engineer/Architect, certify that the plans for�A�pbAl located at 175 ItJD( R AL )UX H"f,blj ah Have been prepared under my supervision and to the best of my knowledge, such plans conform to the provisions of said Code, all acceptable engineering practices and all applicable laws and ordinance. I will comply with the requirements of Section 127.2.2 (Construction Control) for the structural portions of the building and submit reports to the Architect for inclusion in his reports as required by Section 127.2.3 of the Code. NO,we n MASS F gnature *5�} Subscribed and sworn to befor s 7"k- _ day Of JOL-Y ,1sY av©3 MARK E. ETA Public Public My Commission Expires camdw �im f*14,20 a 0. U) �¢ d m X U. I 'C u o f. sL A O Cn ti m 0 C1 E E 0 a 0) r_ C) o C) 3 N 0 a ai v 0 N � ME 0 N CL N fl. CL Co n Lo t� � I- o -' L 3 L ^ ° L N y. } 9) L Q y. O LL. a N —0 lD Co Co w a_ 1-- O aQ0) 0 0 0 0 00 (p un O Lo T ^ T LL M 0 T 01)cn N Na T 0 0 a� 0 CY) co Y LL � Lo > a N •` � T N C C Co co •� O N Lo (� E N Cc E 0CCr- 0CD CD a N O 000 co d0 N T T T CL VI Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER - TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE B4 TO A4 REF B4 49. 0 11,�" 2 0 14618" 7 . 8 fps 25 . 4 25 . 4 PATH 1 1. 610" 2 0 24 ' 0" 0 . 085 14 . 5 0. 4 K= 9.72 49. 0 120 40 0 17018" 0" 0. 0 25 . 0 REF A4 49.0 gpm PATH 7 K= 7.76 39. 9 psi PATH 8 FROM HYDRAULIC REFERENCE B5 TO A5 REF B5 48 . 9 1Wl 2 0 14618" 7 . 8 fps 25 . 8 25 . 8 PATH 1 1. 610" 2 0 2410" 0 . 084 14 . 4 0.2 K= 9. 62 48 . 9 120 40 0 17018" 0" 0 .0 25 . 6 REF A5 48. 9 gpm PATH 8 K= 7.71 40.2 psi PATH 9 FROM HYDRAULIC REFERENCE B6 TO A6 REF B6 49.5 1=z" 2 0 14618" 7 . 9 fps 26. 0 26. 0 PATH 1 1 . 610" 2 0 24 ' 0" 0 . 086 14 . 7 0 . 1 K= 9.70 49. 5 120 40 0 17018" 0" 0 . 0 25 . 9 REF A6 49.5 gpm PATH 9 K= 7.75 40.8 psi PATH 10 FROM HYDRAULIC REFERENCE B7 TO A7 REF B7 50 . 9 1' 2 0 14618" 8 .1 fps 26.2 26. 2 PATH 1 1. 610" 2 0 2410" 0 . 091 15 . 5 0 . 0 K= 9. 95 50. 9 120 40 0 17018" 0" 0 .0 26.1 REF A7 50. 9 gpm PATH 10 K= 7.88 41.7 psi Saint-Gobain Drawing Date: 05 120103 5119103 14:20 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SU14-JARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 4 TO B2 CONTINUED HEAD 7 24 . 2 1%z" 1 0 316" 13 . 4 fps 19.8 19. 8 18 . 6 0. 19 gpm/sq ft 1 . 610" 1 0 1210" 0 .230 3 . 6 1 . 2 0. 0 K= 5 . 60 84 . 1 120 40 0 15 ' 6" 2 '5" 1 . 0 18 . 6 18 . 6 REF B1 3" 0 0 1112" 3.3 fps 24 . 4 3. 260" 0 0 0" 0 . 007 0. 1 84 . 1 120 10 0 1112" 0" 0 .0 REF B2 84.1 gpm PATH 5 K= 16. 99 24 .5 psi PATH 6 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 23 . 6 0 0 1118" 1 . 7 fps 17 .7 17 . 7 17 .7 0. 18 gpm/sq ft 1. 610" 0 0 0" 0. 005 0. 1 0. 0 0 . 0 K= 5 . 60 10 .7 120 40 0 1118" 0" 0 . 0 17 .7 17 .7 HEAD 3 23 . 5 1'"�" 0 0 1118" 5 . 4 fps 17 . 8 17 . 8 17 . 6 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0. 044 0 . 5 0 .2 0 . 0 K= 5 . 60 34 .2 120 40 0 11' 8" 0" 0 . 0 17 . 6 17 . 6 HEAD 2 23 . 6 1 �" 0 0 11' 8" 9. 2 fps 18 . 3 18 . 3 17 .7 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 115 1. 3 0. 6 0 . 0 K= 5 . 60 57 . 8 120 40 0 11' 8" 0" 0 . 0 17 .7 17 .7 HEAD 1 24 . 1 1%�" 1 0 7315" 13. 0 fps 19. 6 19. 6 18 . 5 0 . 19 gpm/sq ft 1. 610" 1 0 12 ' 0" 0 . 219 18 .7 1. 1 0. 0 K= 5 . 60 81 . 9 120 40 0 85 '5" 2 ' 5" 1. 0 18 . 5 18 . 5 REF Al 3" 0 0 1112" 3 .2 fps 39. 4 3 . 260" 0 0 0" 0 . 007 0. 1 81. 9 120 10 0 11'2" 0" 0 . 0 REF A2 81. 9 gpm PATH 6 K= 13.03 39.5 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUIJMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pd_rop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 11 TO A3 HEAD 11 23 . 5 1=�" 0 0 1118" 1.7 fps 17 . 6 17 . 6 17 . 6 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 005 0. 1 0 . 0 0. 0 K= 5 . 60 10. 8 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 10 23. 4 11-x" 0 0 1118" 5 . 4 fps 17 . 7 17 .7 17 .5 0 . 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 044 0 .5 0. 2 0. 0 K= 5 . 60 34 . 2 120 40 0 11 ' 8" 0" 0 . 0 17 . 5 17 .5 HEAD 9 23. 5 1z" 0 0 11 ' 8" 9. 2 fps 18 . 2 18 . 2 17 . 6 0. 18 gpm/sq ft 1. 610" 0 0 0" 0 . 115 1 .3 0 . 6 0 . 0 K= 5 . 60 57 .7 120 40 0 11 ' 8" 0" 0 . 0 17 . 6 17 . 6 HEAD 8 24 . 0 11,�" 1 0 7315" 13 . 0 fps 19. 5 19.5 18 . 4 0. 18 gpm/sq ft 1 . 610" 1 0 1210" 0 .219 18 . 7 1. 1 0 . 0 K= 5 . 60 81. 8 120 40 0 8515" 2 '5" 1 . 0 18 . 4 18 . 4 REF A2 81 . 9 3" 0 0 10' 11" 6. 4 fps 39.5 39.5 PATH 6 3 . 260" 0 0 0" 0 . 025 0. 3 0. 3 K= 13 . 03 163. 6 120 10 0 10 ' 11" 0" 0 . 0 39. 2 REF A3 163. 6 gpm PATH 4 K= 25. 95 39.8 psi PATH 5 FROM HYDRAULIC REFERENCE 4 TO B2 HEAD 4 23. 6 11-x" 0 0 11 ' 8" 2 . 0 fps 17 . 7 17 .7 17 . 7 0. 18 gpm/sq ft 1. 610" 0 0 0" 0 . 007 0. 1 0. 0 0. 0 K= 5 . 60 12 . 9 12040 0 1118" 0" 0 . 0 17 . 7 17 .7 HEAD 5 23. 5 11-x" 0 0 1118" 5 . 8 fps 17 . 8 17 . 8 17 . 6 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 049 0 . 6 0.2 0. 0 K= 5 . 60 36.3 120 40 0 1118" 0" 0. 0 17 . 6 17 . 6 HEAD 6 23 . 6 11-x" 0 0 1118" 9. 5 fps 18 . 4 18 . 4 17 . 8 0 . 18 gpm/sq ft 1. 610" 0 0 0" 0. 123 1 . 4 0 . 6 0. 0 K= 5 . 60 60. 0 120 40 0 11 ' 8" 0" 0. 0 17 . 8 17 . 8 CONTINUED 19.8 psi Saint-Gobain Drawing Date: 05 120103 5119103 14:20 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 18 TO AS CONTINUED REF A5 48 . 9 3" 0 0 1018" 13.3 fps 41 . 1 41 . 1 PATH 8 3 .260" 0 0 0" 0 . 100 1 . 1 1. 2 K= 7 .73 343. 2 120 10 0 1018" 0" 0 . 0 40. 0 REF A6 49.5 3" 0 0 10111" 15 . 2 fps 42 . 2 42 .2 PATH 9 3.260" 0 0 0" 0. 128 1. 4 1. 5 K= 7 . 76 392 .7 120 10 0 10 ' 11" 0" 0 . 0 40.7 REF A7 50. 9 3" 0 0 1112" 17 . 2 fps 43. 6 43 . 6 PATH 10 3 .260" 0 0 0" 0 . 161 1 . 8 2 . 0 K= 7 . 88 443 . 6 120 10 0 1112" 0" 0 . 0 41. 6 REF AS 443. 6 gpm PATH 2 K= 65.84 45.4 psi PATH 3 FROM HYDRAULIC REFERENCE 11 TO B3 HEAD 11 23 . 5 11WT 0 0 11 ' 8" 2 . 0 fps 17 . 6 17 . 6 17 . 6 0. 18 gpm/sq ft 1. 610" 0 0 0" 0 . 007 0 . 1 0. 0 0. 0 K= 5 . 60 12 . 6 120 40 0 1118" 0" 0 . 0 17 . 6 17 . 6 HEAD 12 23. 4 11�" 0 0 1118" 5 .7 fps 17 .7 17 .7 17 . 5 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0 . 048 0. 6 0.2 0. 0 K= 5 . 60 36. 0 120 40 0 11 ' 8" 0" 0 . 0 17 .5 17 .5 HEAD 13 23 . 5 1=z" 0 0 11 ' 8" 9 .5 fps 18 . 2 18 .2 17 . 6 0. 18 gpm/sq ft 1 . 610" 0 0 0" 0. 122 1. 4 0 . 6 0 . 0 K= 5 . 60 59. 6 120 40 0 11' 8" 0" - 0. 0 17 . 6 17 . 6 HEAD 14 24 . 1 11.�" 1 0 3' 6" 13.3 fps 19. 7 19.7 18 .5 0. 19 gpm/sq ft 1. 610" 1 0 12 ' 0" 0. 228 3 . 5 1.2 0 . 0 K= 5 . 60 83 . 6 120 40 0 1516" 2 '5" 1. 0 18 .5 18 . 5 REF B2 84 . 1 3" 0 0 10' 11" 6.5 fps 24 .5 24 .5 PATH 5 3.260" 0 0 0" 0. 027 0.3 0 .3 K= 16. 99 167 . 8 120 10 0 10' 11" 0" 0. 0 24 .2 REF B3 167.8 gpm PATH 3 K= 33. 69 24.8 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pev Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) CONTINUED REF B8 11,5" 2 0 14618" 8 . 4 fps 26.2 1 . 610" 2 0 24 ' 0" 0 . 098 16.7 53 . 0 120 40 0 17018" 0" 0. 0 REF A8 443. 6 3" 2 0 15612" 19. 3 fps 45 . 4 45 . 4 PATH 2 3 .260" 0 0 1410" 0. 198 33.7 2 .5 K= 65 . 84 496. 6 120 10 0 17012" 0" 0. 0 42 . 9 REF W 496. 6 gpm PATH 1 K= 55.83 79.1 psi PATH 2 FROM HYDRAULIC REFERENCE 18 TO A8 HEAD 18 23 .5 11WO 0 0 1118" 1 . 7 fps 17 . 6 17 . 6 17 . 6 0 . 19 gpm/sq ft 1. 610" 0 0 0" 0. 005 0. 1 0 . 0 0. 0 K= 5 . 60 10. 9 120 40 0 11' 8" 0" 0. 0 17 . 6 17 . 6 HEAD 17 23. 4 11W" 0 0 1118" 5 .5 fps 17 . 6 17 . 6 17 . 4 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0 . 044 0. 5 0 .2 0 . 0 K= 5 . 60 34 . 3 120 40 0 11' 8" 0" 0. 0 17 . 4 17 . 4 HEAD 16 23 . 5 1=z" 0 0 1118" 9. 2 fps 18 . 1 18 . 1 17 . 6 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0 . 115 1 . 3 0. 6 0 . 0 K= 5 . 60 57 .7 120 40 0 11 ' 8" 0" 0 . 0 17 . 6 17 . 6 HEAD 15 24 . 0 11. " 1 0 7315" 13 . 0 fps 19.5 19. 5 18 .3 0 . 19 gpm/sq ft 1 . 610" 1 0 1210" 0 .218 18 . 7 1. 1 0. 0 K= 5 . 60 81.7 120 40 0 8515" 2 '5" 1. 0 18 .3 18 .3 REF A3 163 . 6 3" 0 0 10' 8" 9.5 fps 39. 8 39.8 PATH 4 3 . 260" 0 0 0" 0 . 054 0. 6 0. 6 K= 25 . 95 245 . 4 120 10 0 10 ' 8" 0" 0. 0 39.2 REF A4 49. 0 3" 0 0 1018" 11. 4 fps 40.3 40.3 PATH 7 3 .260" 0 0 0" 0 . 075 0 . 8 0 . 9 K= 7 . 80 294 . 4 120 10 0 1018" 0" 0. 0 39.5 CONTINUED 41.1 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf _ Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) HEAD 18 23.5 1',�" 0 0 11 ' 8" 2 . 0 fps 17 . 6 17 . 6 17 . 6 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0. 007 0. 1 0. 0 0. 0 K= 5 . 60 12 . 6 120 40 0 11' 8" 0" 0 . 0 17 . 6 17 . 6 HEAD 19 23. 4 11,0" 0 0 11' 8" 5 . 7 fps 17 . 6 17 . 6 17 . 4 0. 19 gpm/sq ft 1. 610" 0 0 0" 0 . 048 0 . 6 0.2 0. 0 K= 5 . 60 36. 0 120 40 0 1118" 0" 0 . 0 17 .4 17 . 4 HEAD 20 23 .5 13z" 0 0 11 ' 8" 9. 5 fps 18 .2 18 .2 17 . 6 0. 19 gpm/sq ft 1 . 610" 0 0 0" 0 . 121 1. 4 0. 6 0. 0 K= 5 . 60 59. 5 120 40 0 11' 8" 0" 0. 0 17 . 6 17 . 6 HEAD 21 24 . 0 11,01 1 0 316" 13 .3 fps 19. 6 19. 6 18 . 4 0. 19 gpm/sq ft 1 . 610" 1 0 1210" 0 .227 3 .5 1.2 0. 0 K= 5 . 60 83. 5 120 40 0 1516" 215" 1 . 0 18 . 4 18 . 4 REF B3 167 . 8 3" 0 0 10' 8" 9. 8 fps 24 . 8 24 . 8 PATH 3 3 . 260" 0 0 0" 0. 056 0 . 6 0 . 6 K= 33 . 69 251. 3 120 10 0 1018" 0" 0. 0 24 . 2 REF B4 -49. 0 3" 0 0 1018" 7 . 9 fps 25 . 4 25 . 4 PATH 7 3 .260" 0 0 0" 0 . 038 0 . 4 0. 4 K= -9. 80 202 . 3 120 10 0 1018" 0" 0. 0 25 . 0 REF B5 -48 . 9 3" 0 0 1018" 6. 0 fps 25 . 8 25 . 8 PATH 8 3. 260" 0 0 0" 0. 023 0. 2 0. 2 K= -9. 66 153. 4 120 10 0 1018" 0" 0 . 0 25 . 6 REF B6 -49.5 3" 0 0 10111" 4 . Q fps 26. 0 26. 0 PATH 9 3. 260" 0 0 0" 0. 011 0. 1 0. 1 K= -9. 72 103. 9 120 10 0 10' 11" 0" 0. 0 25 . 9 REF B7 -50 . 9 3" 0 0 1112" 2 . 1 fps 26.2 26.2 PATH 10 3.260" 0 0 0" 0. 003 0. 0 0. 0 K= -9. 95 53 . 0 120 10 0 1112" 0" 0. 0 26. 1 CONTINUED 26.2 psi Saint-Gobain Drawing Date:05 120103 5119103 14:20 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or gchedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1. 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0 . 01 psi. Addition may vary by 0 . 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Saint-Gobain Drawing Date:05 120103 5119103 14:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 497 79.1 psi Elevation Change 1610" 6. 9 1 Pipe 4" 10x21 CSC 18 ' 120 4 .260 497 1. 0 1 4" Grvd Alarm Valve CSC "G" CHART LOSS— 497 2 .3 - v 1 4" Fingd Back Flow Valve Watts "709 CHART LOSS 497 5 . 9 1 Pipe 8" DIx18 Cl 52 150 ' 140 8 . 720 497 0. 2 Fixed Flow Flow Loss 250 gpm 1 Pipe 12" DIx18 Cl 52 1000 ' 140 12 . 830 747 0. 4 Hydr Ref R1 Required at Source 747 . 95. 7 psi Water Source118 . 0 psi static, 76. 0 psi residual @ 1450 gpm 747 gpm 105.7 psi SAFETY PRESSURE 10.0 psi Available Pressure of 105.7 psi Exceeds Required Pressure of 95.7 psi This is a safety margin of 10.0 psi or 9 % of Supply Maximum Water Velocity is 19. 3 fps Saint-Gobain Drawing Date:05 120103 5119103 14:20 HYDRAULIC DESIGN INFORMATION, SHEET Job Name: Sai t-Gobain Location: 17endustrail Drive Northampton, MA Drawing Date: 05/20/03 Remote Area Number: 1 Contractor: Warehouse Mechanical Contractors Inc. Telephone: 413-536-9222 342 Britton Street Chicopee, MA 01020 _ Designer: David P. Krause Calculated By:SprinkCALC CSC Systems & Design Construction: Metal Purlins Occupancy:Manufacturing Reviewing Authorities : FACTORY MUTUAL SYSTEM DESIGN Code:NFPA 13 Hazard:OR GP II System Type:WET Area of Sprinkler Operation 2500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 180 1 Make: Model:A Area per Sprinkler 130 sq ftj Orifice: 1/2 K-Factor: 5 . 60 Hose Allowance Inside 0 gpm Temperature Rating:212 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 746. 6 psi Required: 95.7 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 11/09/01 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 118 . 0 psi I Rated Pressure 0 . 0 psi Elevation 0 Residual Pres 76. 0 psi I Elevation 0 At a Flow of 1450 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Front of Coke Building Source of Information: Rybak and Northampton Water SYSTEM VOLUME 260 Gallons Notes : OF 81q s9cti o ANTHONY P .® $ PU m ECTI N o 521 ® 6J ��3 Section 3- Approval Requirements a. Final approval of fire sprinkler system will require a satisfactory functional test in accordance with 903.4 and certification by the project engineer that the systems have been installed -- in accordance with 780 CMR 903.3. System operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: 1. On the wet system activation of a single sprinkler will discharge water and close the contacts of a vane type flow switch. 2. Closed contact on the flow switch will activate local audible visual panel and provide alarm contact for the fire control panel. 903.1 .1 (1 .C) TESTING CRITERIA SECTION 1-TESTING CRITERIA Underground piping: Existing. System piping: 1. Hydrostatically test at a pressure of 200 psi. for two hours without a loss of pressure. 2. Conduct forward flow test of backflow preventer at a rate of 496 GPM. 3. 2" main drain test shall be conducted. Static and Residual pressures must be recorded on test certificate. 4. Conduct system operational test from inspectors test connection. Local alarm must sound within 1 minutes. 5. Central station must receive alarm and trouble signals. Personnel a. Pyrotech Consultants and Warehouse Mechanical are in charge of setting up and coordinating testing. Warehouse Mechanical will provide test certificates. Section 2- Equipment and Tools Manufacturer's instructions Approved Narrative Report, sequence of operation section Flow measuring devices-pitot tube for backflow preventer flushing. Gauges-main riser for 2" drain and hydrostatic testing Fire hose is required to direct backflow preventer flushing discharge. PROTECTION SYSTEMS Design-build, the installing contractor completely designs and specifies (develops a full system layout, design criteria and calculations), installs the system and certifies system installation for code compliance at completion. There may be a professional engineer involved but not necessarily. Whichever above method is selected, the project requires an engineer of record to assume responsibility for the coordination of each specific fire protection system requiring integration, forming an entire building life safety system. SECTION 4-FIRE PROTECTION SYSTEMS TO BE INSTALLED a. Water supply existing eight inch fire main from 12" city main with existing city hydrants. b. Automatic sprinkler systems and components. c. Fire alarm systems and components-audio and visual appliances installed throughout addition in accordance with NFPA 72. d. Manual suppression systems-small hose stations and standpipe aren't required. e. Seismic considerations-braced in accordance with NFPA 13 f. Fire department connection (existing) provided on the south side replaced with new Storz. All of the above items are required by regulations.(780 CMR) all systems are new or existing. 903. 1 .1 (1 .13) SEQUENCE OF OPERATION SECTION 1 Wet sprinkler system -- 903.1 .1 (1 .a) (METHODOLOGY) OF DESIGN SECTION 1-BUILDING DESCRIPTION a. Building "Use' Group: F-2 Low-hazard factory and industrial. b. Type(s) of occupancies (hazards within the building addition: 1. Ceramics manufacturing. c. Storage of commodities within the building include: 1. Storage on pallets as defined in NFPA 13 under 12 ft in height. d. One story above grade high point building roof 23-6. e. Zero stories below grade. f. Addition 12,743 s.f., existing 26,212 sf total = 38,955 s.f. Project consists of extending existing wet pipe system to new addition. The total combined areas allow for one sprinkler zone. The existing building has some small areas without sprinklers that need to be addressed. SECTION 2-APPLICABLE LAWS, REGULATIONS AND STANDARDS a. 780 CMR code sections "Fire Protection System Requirements" 904.0 fire suppression systems, 906.5 requires audio visual alarm devices 923.1 requires UL Central station for sprinkler system monitoring b. NFPA Standards and Edition used for design of each specific fire protection system NFPA 13, 1996 ed, NFPA 72 , 1996 ed, NFPA 24, 1995 ed SECTION 3-DESIGN RESPONSIBILITY FOR FIRE i i I � A i ` Fire Sprinkler Portion of j Narrative Report for i ; -= Saint-Gobain's 175i1ndustrial Drive Northampton, Massachusetts i ; k` By i i Pyrotech Consultants, Inc. P.O. Box 1532 Sandwich, Ma 02563 508--8885808 I . f .. SN OF CAPUTO N 3W i i � i - i . i . I : Jul , 3 2UU3 1 :HPM HLN Aa t SUHVtY3 11Vt, vu r IV/U 25- Inspection of all stor nwater system components,including detention basin and drainage control structure,shall be performed annually between April 15th and May 1 st and after major storm events. The drainage control structure shall also be inspected each fall. A qualified licensed contractor shall perform any maintenance,repairs and cleaning required based on the inspections,cleaning and removal of sediment and debris to be performed at least annually. 26. Any silt and debris build-up must be removed from stone and riprap surfaces. 27. Parking area must be swept a minimum of 4 times per year to achieve 10%TSS removal. A licensed contractor shall remove sediment and debris from the site and properly dispose of the debris material at the end of the snow season,but no later than May 15th. 28. All inspection and maintenance receipts shall be provided to the Commission no later than May 15th of each year. 29. The detention basin and surrounding area shall be planted with native,non-invasive species and the embankments mowed annually to prevent larger,woody vegetation. Jul 3 . nui I J1F'M HtKIINUt JOVtr3 Jlil A U- 1�I ATTACHMENT A 18. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property,including brush cutting or clearance,may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners'interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection A.ct. Any construction or maintenance work performed on this property requires an Order of Conditions,and/or a Determination.of Applicability from the Northampton Conservation Commission. 19. A copy of this Order and associated plans shall remain on site during all construction and/or building activities.The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 20. All required permits must be obtained from the Army Corp of Engineers(Section 404, Water Quality Certification),Planning Board,Zoning Board,Department of Public Works,or Building Inspector prior to the start of projects involving fill within any wetland resource area; 21. No disposal of soils or other materials shall be allowed within: a 100-year floodplain;40 feet of the 100-year floodplain elevation; any wetland;or any area within 100-feet of a wetland,unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00,and City of Northampton Ordinances- Chapter 24; 22. All revised plans,referenced within this Order of Conditions,shall be approved by the Conservation Commission and incorporated into this Order by reference and shall be followed during the course of construction. 23. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance areas follows; #25,26,27,28 &29 24. Not to the start of any site work, excavation or construction, a preconstruction conference shall be held on the site,between the contractor conducting the work,the site/project engineer,the applicant,and a member or agent of the Conservation Commission,in order to ensure that the requirements of this Order are understood by all parties.Prior to the pre-construction meeting,all erosion control devices must be installed,also. JU I 3. 2UUJ 1 31FM HLNIIAGt VUHVty� 11V 9V f I I T- - V/ I V Massachusetts Department of Environmental Protection DEP Rio Number: Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is, Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant r9ge of WPA Form 6 Rev.02!00 Jul . U. (UU3 I : 3IFM HtKiIAlt JUKVtYJ 111E 11V f I i r U ` Massachusetts Department of Environmental Protection OEP File Number; Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 -- Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 C. Appeals The applicant, the owner, any person aggrieved by this Order,any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act,(M.G.L. c. 131,§40)and is inconsistent with the wetlands regulations (310 CMR 10.00)_ To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Conservation Commission Page 6ot7 WPA Fam b Rev 02/00 Jul 3 2UUJ I ' JbNM hthIIAbt bUrVtYJ 1Ut, ,,, Massachusetts Department of Environmental Protection DEP File Number Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 - Order of Conditions ProwdedbyDEP Massachusetts Wetlands Protection Act M_G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. June 20, 2003 Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see Appendix A)and the property owner(if different from applicant). Signatures' d `. AA TA .fir On 12th of June, 2003 Day Month and Year 4t before me personally appeared is 'mots to The above-named Y .. ' • rL a to me known to be the person described in and who executed the foregoing instrument 4,d acknowledged that helshe executed the same as hislher free act and deed, �''� 4 � _ NO ry PublIC7 my Minv"Ich Expires This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail,return receipt requested,on June 20, 2003 Date Dare Date sent to DEP: June 20, 2003 WAA ram 5 Rage 5 of 7 Rev.QzMQ Jul J - 1UU3 1 : 3bFm HtH11AGt SU�VtYU 11V1 �U - 0111 r u Massachusetts Department of Environmental.Protection DEP File Number. Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cunt.) 15_ This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wettand, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging_Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary.Sedimentation barriers shall serve as the limit of work unless another limit of worK line has been approved by this Order. Special Conditions(use additional paper,if necessary): See"Attachment A"for additional conditions_ Findings as to municipal bylaw or ordinance Furthermore,the hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Nsmo Municipal Ordinancs or Bylaw Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name Municipal Ordinance or Bylaw The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent, the conditions shall control. Pepe�of T W PA form 5 R9V 02!00 Jul 3 2003 1 : JbPM HLK1 Hl;t �UIVtY1 IiW� 11V. 0 f , I . „ Massachusetts Department of Environmental-Protection DEP Pile Number. Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 -- order of Conditions arovWed by or_P Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. S. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order, 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish,or debris, including but not limited to lumber,bricks,plaster,wire, lath, paper,cardboard, pipe, tires,ashes, refrigerators, motor vehicles,or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property_ In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,"MA DEP"] "File Number 246-526 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form SA)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 11 Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. wPA Form 5 Pape 3 of 7 Rev,02!00 Jul. J - 2UU'J I :; 4PM HtNIIA ,t �0ytl� IVI, v, Massachusetts Department of Environmental_ Protection DEP File Number. Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 & Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Fallowing the review of the above-referenced Notice of intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following Interests of the Wetlands Protection Act.Check all that apply: 0 Public Water Supply ❑ Land Containing Shellfish ❑ Prevention of pollution [] Private Water Supply Q Fisheries ® Protection of Wildlife Habitat 0 Groundwater Supply ® Storm Damage Prevention ® Mood Control Furthermore,this Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: the following conditions which are necessary,in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans,specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work,or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permIttee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances,bylaws,or regulations, WPA Fpm 5 Page 2 of 7 Rev.02!00 Jul; 3 . 2003 114PM HEK11A E 60VtY5 INS vo . 3lii r c� . 0 • Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 246-526 WPA Form 5 — Order of Conditions Provided by DEp Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Genera! Information Important: When filling Prom: out forms on Northampton the computer, Conservation Commission use only the tab key to This issuance if for(check one). move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant, Property Owner(if different from applicant): Saint-Gobain Olden Limited Partnership Name Name 175 Industrial Drive 214 Maple Street Mailing Address Moiling Address Northampton MA 01060 Holyoke MA 01040 Cityrfown Stabo Zip Code Cltylrown State Zip Code 1, Project Location: 175 Industrial Drive Northampton Street Address CityrTown 18D 58 Assessors Map/Plat Number Paroel/Lot Number 2. Property recorded at the Registry of Deeds for Hampshire 2876 345 County Book Page Certificate(it registered land) 3. Dates: May 1. 2003 May 22,2003 June 19, 2003 Date Notice of Intent Filed Oate Public Hearing Closed pate of Issuance 4. Final Approved Plans and Other Documents(attach additional plan references as needed): "Saint-Gobain, Northampton,MA Sheets 1-4,prepared by Heritage Surveys, Inc. May 1, 2003 Title Date "Proposed Addition for Saint-Gobain"Sheets A-2&A-3, prepared by Bernard May 1,2003 Schenkelberg. 5. Final Plans and Documents Signed and Stamped by. Richard P.Weisse, P.E. &Bruce E.Coombs, P.L.S Name 6. Total Fee: $595.00 (from Appendix B,Wetland Fee Transmittal Form) WPA Fom 5 Page 9 of 7 Rev.02M Jul; 3 . 2003 1 34PM HE:H1IAUE HKVLYS INt, 11U J! I I F V PLANNING AND DEVELOPMENT - CITY OF NORTRAMPTON city Halt• 110 Main street,Room ii -Nort6mpto t MA.oxo6o-3198 (4131587-1166 •Fkx:587-1264 �• Wapte Rii4en,Director planning @nortljarnptonplannin8.org rorvrvnortLjamptonp�anning.org Post-It"Fax Note 7671 Da' 714 IQ 43061 Q TO C ha r"i t e• fInm ers y r e Go.roeat- CrpCkelr Co. June 20, 2003 Phone N PrWQ 0 5,21 A Fez• 7 Fax V Saint-Gobain 175 Industrial Drive Northampton,MA 01060 RE: 175>lndustrial Drive (p - Map 18D,Parcel 58 DEP#246-526 Dear Sir or Madam: IS/ Enclosed please find a copy of the Order of Conditions for the above-referenced property. .A.copy of the same has been sent to the DEP Regional office. I have retained the original and will record it at the Hampshire County Registry of Deeds once the 10-day appeal period has expired, Should you have any questions or concerns, you way telephone me at 587-1262. Sincerely, ,Angela Dion )is Board Secretary y".f Enclosure cc: Olden Limited Partnership,214 Maple Street,Northampton,MA 01060 Mark Reed,Heritage Surveys, Ipc.,College Highway&Clark Street,P.O. Box 1, Southampton,MA 01073 planning board-conservation commission•zoning boardo{arpeals•6ming partnership•redevelopmentanthority -no4ampton GIs economicdevelopment-comm initpdevelopment historicdistrictcommission-bistoricalcommission•central basinmarchitectHre mieinal prim mdan hgded paper 06/04/2003 14:10 14135328779 LILttN ULtAKY 5ULL1u Planning Board -Decision City of Northampton File No.:PL44-2003-0085 Date: June 2, 2003 Pursuaut to Massachusetts General Laws(MGL),Chapter 40A,Section 11,no Site PLin,or any extension,tmadification or renewal thereof,shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed After the decision has been filed,or if such an appeal has been filed that it has been dismissed or denied,is recorded in the Hampshire County registry of Deeds or Land Court,as applicable and indexed under the name of the owner of record or is recorded and noted on We owner's certificate of title.The fee for such recording or registering shall be paid by the owner or applicant.It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds.(Please call the City Clerk prior to picldng up the decision.) The Northampton Planning Board hereby certifies that Site Plan Approval has been GRANTED and that copies of this decision and all plans referred to in it lxave been riled with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws,Chapter 40A,Section 15,notice is hereby given that this decision is Bled with the Northampton City Clerk on the date below. If anyone wishes to appeal this action,au appeal must be filed pursuant to MGT,Chapter 40A,Section 17,with the Hampshire County Superior Court or the Northampton Dictriet Court and notice of raid appeal filed with the City Clorlt within twenty days(20)of the date of that this decision was filed with the City Clerk. Applicant: Saint Gobaln—173 Industrial Drive DECISION DATE: May 22,2003 DECISION FILED WITH THE CITY CLERK: June 2, 2003 CERTIFICATE OF SERVICE Pursuant to M.C.L. Chapter 40A, Section 11, I, Angela Dion, Board Secretary, hereby certify that I caused copies of this Decision postage-prepaid, to the Applicant and Owner on June 2, 2003• �. 4 i A r // ��•.r. 06/04/2003 14:10 14135328779 t1LttN ULLkMT DuLL.1v L Planning Board -Decision City of Northampton Hearing No.: PLN-2003-0006 Date:,June 2,2003 A. The requested use,for the construction of a 12,743 sq.ft addition and for a reduction in parking,protects adjoining premises against serlously detrimental uses because the proposed project for an expansion of an oxfrtlnp manufacturing fatuity is consistent with the allowable uses and other bulldings within the Industrial Park and the use of the site will remain unchanged. in addition,the location and design of the manufacturing facility protects adjoining properties from surface water drainage and other detrimental uses as depicted on Alan and hrfermatfon submitted with the avolico6on. A new stormwatOr management system will be Implemented. & The requested use wilt promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,minimize traffic impacts on the streets and roads in the area because the access to the existing site will not change and there will be no ImpaCt to trams due[O the low number employees at this sat. l ne proposed parking ants loaUtng areas are an Improvement TO me existing site,the parking spaces will be cieady marked and a bike rack will be instilled on sate. C. The requested use will promote a hemtonious relationship of structures and open spaces to the natural landscape,exis6ing buildings and oMer community assets in the area because the applicant has proposed additional landscaping that will enhance the aesthetics of the site. D. The requested use will not overload and will mitigate adverse impacts on,the City's resources including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. E. The requested use meets special regulations set forth to Sections 5.2,8.6,10 8 11 of the Zoning Ordinance. A 49%reduction in parking is granted because the 40 spaces provided exceed the number necessary to serve the 23 employees and a new bike rack will be installed- $1. The requested use bcars a postive relationship to rho public convenience or welfare. The use will not unduly impair the integrity of character of the district or adjoining zones,nor be detrimental to the health,morals,or general welfare because the site is located In an induartriel perk,will retain its current use and will be improved. The use is in harmony with the genersi purpose and intent of the Ordinance. G. The requested use promotes City planning ohjecttves to the extentpossrlble and will not adversely effect those objectives,as dennecr in City master or study plans adopted under M.G.L.Chapter 41,Sections 81-C and 0. Jn addftion,in reviewing Ale Sire Plan submll' of the Planning AWfd found that the application cunrplierl wiM Uri fulluwilly tedmicai performance standards: f. Tlrcrct wilt La nu crew curb Outs. 2. Pedestrian,vehicular and bicycle traffic are separated on site to the extent possible.A bike rack will be provided on site. The Planning Board voted 7:0 to Grant the waivers as requested In the application. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE. HEARING CORFIWURD DATry DECISION DRAFT BY APPF-Al.DATE: 5/1/2003 511&2003 ti/5I2003 REFERRALS IN DATE: NEARING oEAOLINE DATE: HEARING CLOSE DATE' FINAL SIGNING BY: APPEAL DEADLINE: .S"003 M2003 3/22/2003 $7212003 6/22/2003 VIRST AbVeRTISING D E HEARING DATE: VOTING DATE: DECISION DATE- 50/2003 9/22!2003 5!2212003 61212003 SECOND ADVE SiNC DATE; HEARING TIM;:,;� VOTING DEADL.N_— DECiSiON OFACILINE: 5/15/2003 7,00 PIN 101412003 10142003 MEMBERS PRESENT: VOTE-: Randy Johnson votes to Grant Julie Nooks Davis votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant Paul Diamond votes to Grant Kenneth Jodde votes to Grant David Wilensky votes to Grant MOTION MADE BY: SECONDED ay. VOTE COUNT. DECISION: Paw Diemand Refill Wilson 7 Approved with Cvndirrvira MINUTES OF MMTING. mutes are available In Lye offlce ofPlanakig it Development GeoTMS6 2003 Des I.auriers Municipal Solutions,Inc. 06/04/2003 14:10 1413h31ti t ty tlt_ttly ULC.HM T OUL-L-IV Planning Board -Decision City of Northampton Hearing No.: PLN-2003-0085 Date,June 2.2003 APPLICAVON TYPE. SUMMON DATE: PR Ma i1r Sifn Alan A S orla!Pnrrerlt "12003 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NA W CMMPANY NAME' Saint-G0000 lndustriai Ceramics OLDON LIMITED PARTNERSHIP ADDRESS' ADORF_SS, ADDRESS' 175/nduShial Or 175 INDUSTRIAL DR TOWN: STATE: ZIP CODE TOWN' STATE' ZIP CODE: TOWN: STATE: ZiP CODE' NnPrNAMP1rnN MA ningn Nt7RTWAMPYAN MA afnfin PHONE NO.: FAX NO.. PHONE NO.: FAX NO.: PHONE NO.: FAX NQ_ (413)566.8167 FMA?k Ar1)RFRR PMAII Artt7RFCA- FMAII AMIRRRR- Site information: STREET NO.: SITE ZONING 175 i11DUSTR1AL DR GI TOWN- SECTION OF DYLAW NORTHAMPTON MA 01060 Section 6.2. 8.6, 10 & 11 MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 18D 058 001 Approved With Conditions Book: P>� 28 ass NATVRe or IIROraseO WORK. Construction of 12,743 sq.Ft.Bldg.tc the rear of existing bldg. Reduction of required parking and construction of a datcntion basin. NARDSFIIP- CONDITION OF APPROVAL: f. Stormwater maintenance shall be In accordance with those plans submitted Reports of inspection r•IND+NGS: S maintenance*heft be svbmiitCd by May 960 and November 181h annually to the Office of Planning &Development and to the Department of Public Works. 2. -rho applicant%hail plant an atternattbe Maple to the 3 Norway Maples shown on the plans. 3. Snow storage shalt not be located In the detention basin or in the wetland buffer. 4. The Sidewalk conneetlon shown shall be completed within one year of construction of the city sidewalk 5. The waft-mounted rghis 4hall have full eutwffs and shell not exceed 2 foot candles. FINDINGS: JIM PlannlngWord UNAWLW the Special m•'ermit and Site Plan Approval(TnaforpraJecq based on the MIYO /ng plans and infurrurtiwm submitted with the application as amended by any conditions attached to this permit 1. "Index Sheet,9oint-Gobein'Sheet No. 1 of 4,prepared by Herfarge Survey*,Ian,dated May 1, 2003. 2. "Ektsting Conditions Plan,Saint-Gobain'Shoot No.2 of 4,prepared by hWN0ge Surveys,Inc.,dated May 1,2003. 3. "Site Plan-Proposed Building Addition,Saint-Gobain'Sheet No.3 of 4,prepared by heritage Surreys,Inc.,dated May 1.M3. 4. "Detail Sheet,Saint-Gobain"Sheet No.4 of A.prepared by Heritage Surveys,Inc..dated May 1.2003. S. "Proposed Addition for Saint Gobak. 175 ktdusWel OrfW,Northampton,MA"Drawing No.A-2,prepared by Bernard M.Schenkelbeg, dated May 1,2003. 6. -proposed Addition for Saint Gobain. 175 IndusMai Drive.Northampton,MA"Drawing No.A4,prepared by Bernard M.Schenkelberg, dated May 1,2003. in Granting the Special Permit and Site Plan,the Planning Board determined that. GeoTMW 2043 Des Laudem.Municipal Ufutlurls,luc. 06/04/2003 14:10 14135326779 t1LttN ULLAKY �DULLIV PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON OtV Halt• 2 t o Main Street,Room r r •Northampton,M.A o t 060-3 r g8 •{4>:3l 5 g7-z 266 •T,aac 487-i 264 r Wane Feiden, DirertOr - plannrng@a northamptonpianning.org roww.nortliamplOnplanning.ory s June 2, 2003 Saint-Gobain 175 Industrial Drive Northampton,MA 01060 RE: Special Permit and Site Plnn ApprovA Map 181),Parcel!58 Dear Sir or Madam: Enclosed please find a copy of the Decision filed today in the City Clcrk's office. Plcase be advised that there is a twenty-day(20) appeal period before the Permit becomes effective. Once the twenty-day(20)appeal period has expired and no appeals have been filed, it is the applicant's responsibility to do the following: 1. pick up a Certified copy of the Decision from the City Clerk's office. Please call the City Clerk's office prior to picking up the Decision at 587-1224, and 2. Accord the Decision at the Hampshire County Registry of Deeds. The permit does not take effect until it has been recorded. Should you have any questions or concerns,please do not hesitate to contact nne at 587-1262. Sincerely, r.— Angela Dion Rnard Secretwy Enclosure cc: Olden Limited Partnership, 214 Maple Street, Holyoke,MA 01040 Mark Reed,Heritage Surveys,Inc., College Highway&Clark Street,P.O.Box 1, Southampton,MA 01073 planning board.conservation commission+ •zoning boardo{apreals-64sinA partne4ip-redevelopmcnta%thorith•nortl ampton CIS ec0no►nic�leveloprtent co►nmHnitgdeT�eloprnent•k5toric district cowmtsctnn-bJ%nricalrnmmtssinn•cenrra(bxsineasarclitecte+rc ariainairri"Idon rcc+citdnanar INSURER' S AFFIDAVIT AS TO WORKER' S COMPENSATION INSURANCE I, JOANNE F. ROCCA, 1381 WESTFIELD ST., WEST SPRINGIFELD, MA. , 01090, COMMERCIAL LINES CUSTOMER SERVICE REPRESENTATIVE ,authorized representative of ACADIA(Insurance Company) , do hereby affirm that effective 03/01/03(Date) , CROCKER BUILDING COMPANY, INC. (Contractor) is insured by said insurance company with Policy Number WCA 0075322-11 for Workmen' s Compensation in accordance with Massachusetts General Laws, Chapter 152,and Subsection 7.05A of the Standard Specifications for Highways and Bridges of the Massachusetts Highway Department. Any Discrepancies between the Massachusetts General Laws, Chapter 152 and Subsection 7 .05A of the Standard Specifications for Highways, Bridges of the Massachusetts Highway Department shall be resolved in favor of M.G.L.A. c 152. (Signed) Subscribed and Sworn to before mt his 17TH day of JUNE, 2003, at WEST SPRINGIFLED,MA. 1 ry Public) My Commission expires Q r /101831 The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Mass. 02111 Worker's Compensation Insurance Affidavit jApplicant Information--------------------PLEASE PRINT LEGIBLY----------------------------- Name: SAINT — GOBAIN Location: 175 INDUSTRIAL DRIVE City NORTHAMPTON MA 0106.0 Phone# 413 586 8167 ❑I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity ®:I am an emplayer:prov g wirrkers'campensaaton far my. mploy0e workng ba this dab: Company Name CROC XER y L r flMl?1�iity r rlsc' fy. Ph011C#413 737 7803 Insurance C>: � 53 2 .1:1 ❑ I am a sole ROWA tar, eneral contr'aclar,pr3tothe4�vner(eircte one)andlac]ur"eiI'the contras#ors listed b 4" who, Lave fit fallowing t�orkers compen�attun po�cles I;oxnpany 1Yam�� � � ' `r 3 - r City: Pho?ne## Tosurance C Policy# Attach additional list if necessary Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of $100.00 a day against me. nderstand that a copy f this statement may be forwarded to the Office of Investigations of the DIA for coverage verific on. I Do hereby ce tf� der the p ns at pe f alties of perjury that the information provid above is true nd correct. i C�L — Date Signatur Print Name CHARLES L LAWRENCE Pho # 413 737 7803 Official use only do not write in this area to be completed by city or town official City or Town: Permit/License# ❑ Building Department ❑ Licensing Board ❑ check if immediate response is required ❑ Selectmen's Office ❑ Health Department Contact Person: Phone# ❑ Other (revised 3/95 P/A) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS TIC MASSACHUSETTS STATE BUILDING CODE SECTION 10b-OWNER/AUTHORIZED AGENT DECLARATION 1, CHART T,_ T,AWRF.NC1~� PREP__.—�R-Q�KER B1I�Bn� X1Ir;AuthorireclAt'erit hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under pains and penalties of perjury. C 'ES L LA NCE Print — lgn ner/Agent Date SECTION 11 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars) to be Official Use Only completed by permit applicant. 1. Building (a)Building Permit Fee 511 , 500 . Multiplier 2. Electrical (b)Estimated Total Cost of 138, 500 . Construction from(6) 3. Plumbing none Building Permit Fee (a)z(b) 4. Mechanical(HVAC) 30, 000 , 5, Fire Protection 20, 000 - +3+4+5) 7 0 0,,0 0 0. Checx Number 676 780 CMR-Sixth Edition 2/7/97 (Effective 2/281/97) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDIX B SECTION 8-DESCRIPTION OF PROPOSED WORK(check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alteration(s) ❑ Addltion)V Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify: Brief Description of Proposed Work: C'nnctrucrt new hiii 1 r1 i ng acid i t i on fnr- 1 i nht man„fart„ri ng PrP engi nPPrPrI hl7i 1 rl i nrr arlrl i t i nn 17i th Masonry wale SECTION 7-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE FEEducational embly ❑ A-1 ❑ A-2 ❑ A-3 ❑ IA ❑ A-4 ❑ A-5 ❑ 1B ❑ iness ❑ 2A ❑ ❑ 26 ❑ tory rx F-1 ❑ F-2 )p 2C 7 H High Hazard ❑ 3A ❑ 1 Institutional ❑ I-1 ❑ I-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS.ADDITIONS AND/OR CHANGE IN USE: Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 8 BUILDING HEIGHT AND fARRA BUILDING AREA Existing(if appIIcable) Proposed Number of Floors or stories include basement levels One one Floor Area per Floor(sf) 26212 1 2 7 4 3 Total Area(so 2621 2 12 7 43 Total Height(ft) 24 24 SECTION 8 STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes......❑ No......❑ SECTION 10a-OWNER AUTHORIZATION-:TO 13E COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I E I L E E N O ' L E A R Y SULLIVAN as Owner of the subject property hereb uthorize C K E R I L D I G COMPANY I N C to act on my a a rs relative t ork authorized by this building permit application. igna o er Dat 2/7/97 (Effective 2/28/97) 780 CMR- Sixth Edition 675 780 CMR: STATE BOARD OF BIJILDING REGULATIONS AND STANDARDS 7H1?MASSACITUSETTS STATE BUILDING CODE SECTION 4-WORKERS'COMPENSATION INSURANCE AFFIDAVIT IM.G.L.c. 152 9 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted vgth this application. Failure to provide this affidavit will result in the denial of the issuance of the building pernut. Signed Aff'idw.,it Attached Yes....Xj No......❑ SECTION 5-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE`TEIAN 35.000 C.F.OF ENCLOSED SPACE) 5.1 Registered Architect: Not Applicable ❑ BERNARD M Sr13EAi r RFAATA ARCHITECTURAL Name(Registrant): ONE MONARCH PL, STE 2540, SPRINGFIEL stration Number ��� Expiration Date Telephone — .,.. 3 5.2 Registered Professional Engineer(s): RAYMOND KALITA, PE FOUNDATION Name Area of Responsibility 79" PPNDVIEW ST, SPRINGFIELD, MA 01118 21600 Address // Registration Nu frrber 413 732 1079 Sign e Telephone Expiration ate Name Area of'Responslbility Address Registration Number Si ature gn Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 5.3 General Contractor CROCKER BUILDING COMPANY, INC Not Applicable c Company Nam CH Res p s le In Charge of ns d Aa 4 413 737 7803 Telephone 674 780 CMR- Sixth Edition 2/7/97 (Effective 2/28/97) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDIX B The Commonwealth of Massachusetts State Board of Building Regulations and Standards FOR MUNICIPALI"lY USE Massachusetts State Building Code 780 CMR APPLICATION TO CONSTRUCT.REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING This Section For Official Use Only Building Permit Number: Date issued: Slgnature: Building Commissioner/inspector of Buildings Date SECTION 1-'SITE INFORMATION 1.1 Property Address: I 1.2 Assessors Map&Parcel Number: 175 INDUSTRIAL DRIVE I 18D 58 Map Number Parcel Number 1.3 Zoning Information: i 1.4 Property Dimensions: ,T MANJJFACTURTNG ) 'I (;RA Zoning District Proposed Use Lot Area(sf) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Regtured Provided Required Provided 2 / 1 1.6 Water Supply(M.G.L.c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public ❑X Private ❑ Zone: Outside Flood Zone X Municipal)p On site disposal system SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 er of R d: K 914 MAPLE STREET N t) Address: 0779 HOLYOKE, MA 01040 - St. a Telephone 2.2 Au ed ent: NC 186 STAFFORD ST ( t) Address: 4 SPRINGFIELD, MA 01104 Telephone SECTIOiif S—:CONSTRUCTION SERVICES;FOR PROJECTS<LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE 3.1 icensed Construction Supervisor: Not Applicable eftW tEs L- C*v2o-tte— �U 3 �� Licensed Construction Supervisor: Y� License umber 3) Expira on Da a g� Telephone RegTatered.Homq Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone 9/19/97(Effective 2/28/97)-corrected 780 CMR-Sixth Edition 673 K----------------------------------------------* Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Northampton, Massachusetts 01060 Issued To: CROCKER BUILDING CO 186 STAFFORD STREET SPRINGFIELD MA 01104 Recording Fees ----------------------------------------------* Document Recording Description Number Book/Page Amount *----------------------------------------------* OC 00028354 7304 184 $75.00 SAINT-GOBAIN SP 00028355 7304 193 $75.00 SAINT-GOBAIN INDUSTRIAL $150.00 Collected Amounts *----------------------------------------------* Payment Type Amount *----------------------------------------------* Check 16856 $150.00 $150.00 Total Received $150.00 Less Total Recordings: $150.00 Change Due I $.00 Thank You MARIANNE DONOHUE - Register of Deeds By: Marilyn H ReceiptH Date Time 0036628 07/07/2003 02:36p $ � 6 }'x�a3attcllnsctta _ DEPARTMENT 01' 13UIL1-)I7tG INSPECTIONS 212 Main Street ' Municipal 33uilding = Northampton, Mass. 01060 WORICER'S COMI FENSA'nON INSMUNCE AFFIMAVIT (Ii ccnscrJpernii ttcc} ,vith. a principal place of business/residence ate (�tre;:Ucit}!stata-np j do hereby certify, under the pains and penalties oi'pe:jtily, diat: O I am an employer providing the f011owll7S, compcnsa"Ion coverage for my eluployecs wolfing on t}H=is job: (Lasl=c-,Col-aj= ) ----- (i olio:NumF>cr) ---- -V (Fzpiration D. c) O I am a sole proprietor, general contractor or lioneowne- (Cr cie one) and have hired the contractors listed below who have the fello;Ving worker's compensation pohcies; (Name of Contractor) (I_nsurance Col.ipanry/Pollcy Numl:�cr) (PxpiraCOn Date) '. (Name of Contractor) (Insuranc Compaiiv/Poticv Number) (Lap I auo, Date} .' (Name of Contractor) - - (Insurance Comll�nly/Policy Number) (Ezpiradon Date) ` (Name of Contractor) (Insurance Company/Policy Number) (Expi-mion Date) (attach addrtioasl sfxct ifneanary tn include iafomiaton pertaining to all ooc odors) O I am a sole proprietor and have no one working for me. ( } I am a home owner performing all the work myself. NOTE:please bt aware that wlzilc homcowncn who employ pazoru to do mainicannc'-coast u on or ttpaz-ark on a dv-2mg of not moce than throe units in tcfudi the homeowner rt%idra or oo tb,e grounds apNrter�tha cto a=oo(gc)-r oocn&icd to be employers under the evorkcr'a aampc shim Act(GL152,ss 1(5)),application by a homeowner for a license or permit may-i&acc thc legal et24u of an employer under the Workteg Compomalion Act- I undera=d thai a copy of this rtatrmstt any be fb wwrd w the Dctxirtarcxt of Indzuirial Aecidm&Of iioe of In>tu.noo for tfx eovcxa vmf cmoa and that failure to acatre corkage under section 25A of MC3L 152 can lead to the imposition of criminal penalties oom sdi of a fine of up to S1,500.00 andtoc of up to onc year and avil pcaaltia in the form of a Stop W mt Ordc and a firm of 5100.00 a day iguinst Me- For dcpzrtmnre l use poly Permit Number _ T'bP4 Lot tt Signature of Liccsrsc&Pcrn,-ittcc � �e Aa Version 1.7 Commercial Building Permit May 15,2000 SECTION 10-'STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes......❑ No......❑ SECTION 11 - OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT !, GIA t in ®�Lr as Owner of the subject property hereby authorize 1, --r,Ck(r �c4 61ek,I C--9Gc—. _TAC, to act on my behalf, in all matters relative to work autho> d by thislbuil6ing permit application. Signature of Owner Date 00-1 t6 C- , as Owner/Authorized Agent hereby declare that the statements arid information on the foregoing appl cation are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date SECTION 12 -CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable El Name of License Holder : (.�� 1i_ __ 00 3 q ----- ----- License Number Address Expiration Date -79l�3 Signature Telephone SECTION 13 -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....... IR No...... ❑ Versionl.7 Commercial Building Permit May 15,2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F.-OF ENCLOSED SPACE) 9.1 Registered Architect: nn �// [' 1 Not Applicable ❑ 1,r r ri frJ[n i J�;ht,.^ 16 r �+ Name(Registrant): n Registration ' Number Address �K I— 31 If Expiration Date Signature Telephone 92 Registered Professional Engineer(s): Name Area of Responsibility 7 PTV ct v 5�, Sa ( 1'1� 2/ COP — Address T—T T Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor CC& I,-g2 ^,4 � Not Applicable ❑ Company Name: t "/ Cklxe-�f �. LAWr-fncc, Responsible In Charge of Construction I Y6 kf Id S j_ A,4 /cr1 k4 01--,c 4 Address 73-7-7&1 Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 7. Wate lupply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 17.3 Sewage isposal System: Public ��'jj Private ❑ Zone: Outside Flood Zone $4 Municipal V On site disposal system ❑ 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by 13u11ding Department Lot Size 3-c Acr,S Acrtf Frontage U i2 2 Setbacks Front X00 tGG Side L: L: Rear Building Height z Bldg. Square r/,�Open Space Fg % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: 4100 c. (A"CA41 (volume&Location) _ S(a A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: Ulq/ 03 IF YES: Was the permit recorded at the Registry of Deeds? / NO DON'T KNOW YES V 7 �')'6q _NlY IF YES: enter Book C,)b 36y Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES V IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained __ Obtained ✓ , Date Issued: C. Do any signs exist on the property? YES ✓ NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ?YES — No ✓ IF YES, describe size, type and location: Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations Existing Wall Signs Existing Ground Signs Additions Roofing ❑ El El Exterior Alterations Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] �y❑ y Accessory Building [ ] Repairs [ ] j/ vL � �i rJ: CC.STr�G� PAC.° C_gf). , �i1d As�e�i41.n Ui��, i anf. l,+lAll3' itr 4 " / SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE_ A Assembly 10 A-1 ❑ A-2 ❑ A-3 ❑ lA ❑ A-4 ❑ A-5 ❑ 113 ❑ B Business ❑ 2A ❑ E Educational ❑ 213 I ❑ F Factory ❑ F-1 ❑ F-2 X 2C N H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 313 ❑ M Mercantile ❑ _ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE Existing Use Group: F- 1- Proposed Use Group: )5- 2 Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) St 'G, 7q3 _ 2nd .` . 2 3rd nd 4th 3rd r -- 4th Total Area (sf)_ Z I Total Proposed New Construction (sf) -tl)-7-Y-3 U --. .. Total Height (ft) 1 Total Height ft - - -- . - - Versionl.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit Building Department Curb Cut/Driveway:Perrri it 212 Main Street Sewer/Septic Availability Room 100 Water/Weil Availability Northampton, MA 01060 Two Sets of Structural:Plans phone 413587-1240 Fax 413-587-x.272 Plot/Site Plans Other-Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY D �,L NG - -- ----_ - EECTION1SITE INFORMATION - L ;I This section to be completed by office 1.1 Pro perjy Address: I, � Map Unit_ &5 rrc.I Orly{ ZfA Zone_ Overlay District T i Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Ad ress: Signature-- -- — --_-- ---- Telephone ------- — 2.2 Authorized Agent: Name(Print) Current Mailing Address: _ _ - 1> --737-7 . --- --- -- --_ Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS' Item Estimated Cost (Dollars)to be Official Use Only _ completed by ermit applicant 1. Building y (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of ,,f a Construction from 6 3. Plumbing Building Permit Fee cn 4. Mechanical (HVAC) 3G: ccv 5. Fire Protection w 6. Total = (I + 2 + 3 + 4 + 5) p Check Number This Section For Official Use Only Building Permit Nu er: 4 Date Issued:- Signature: Building Commissioner/Inspector of Buildings Date now File#BP-2004-0029 APPLICANT/CONTACT PERSON CROCKER BUILDING CO INC ADDRESS/PHONE 186 STAFFORD ST (413)737-7803 PROPERTY LOCATION 175 INDUSTRIAL DR-SAINT GOBAIN MAP 18D PARCEL 058 001 ZONE GI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out cz -� Fee Paid o t T_ypeof Construction: CONSTRUCT 12,743 SO FT ADDITION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 003398���1 :�C� 3 sets of Plans/Plot Plan L. THE F99LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: l 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_f Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* ,/ eceived&Recorded at Registry of Deeds Proof Enclosed V 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 Signature of Building Colicial 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. � v� �� 'tUtIVED 175 INDUSTRIAL DR-SAINT GOBAi 1 iG.C� j 6Fj;,2004-0029 GIs#: OF MASSACHUSETTS NIap:Block: 18D,-058 CITY OF NORTHAMPTON Lot: -0_01 Pen-nit: Buiidin Category: BUILDING PERMIT Permit# BP-2004-0029 Project# JS-2004-0047 Est. Cost: $70000_0.00 Fee: $6371.50 PER3IISSIONIS HEREBY GRANTED 1'0: Const. Class: 2C Contractor: License: Use Grouri: F2 CROCKER BUILDING CO INC 003398 Lot Size(sg. ft.): 160300.80 Owner: OLDON LIMITED PARTNERSHIP Zoning: GI Applicant: CROCKER BUILDING CO INC - _�;�-•rrr, ::'r�. : — Pho:re: Insurance: 186 STAFFORD ST 413) 737-7803 Workers Compensation SPRINGFIELDMA01104 ISSUED ON.7130103 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 12,743 SQ FT ADDITION (SE(-,TION 116) 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# i !� Faor t,vG 5 Driveway Final: Final: Final: //�/�p y-)V�7j Q� / Rough Frame:'elr�'' �G Gas: Fire Department Fireplace/Chi,1r_ey: RL0'u'T11 Oil: Insulation: Final:/�'d d� Smoke: f u`5� Final:0 K 1 ' V l ,i THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA N OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 7/30/03 0:00:00 16855 $6371.50 212 Main Street, Phone(413) 587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo � � a f, r ;s ix w �s v � a �� G x Y t t �Yc k } . 1! will I 111111li "ECEIVED 175 INDUSTR]AL DR-SAINT GOBAIN -0029 JAN 9 0 Wk2004 GIS#: COMMONWEALTH OF MASSACHUSETTS ' gp:Bl 18D-058 M ck CITY OF NORTHAMPTON Lot:-001 Pennit: Buildinci Category: BUILDING PERMIT Pemiit# BP-2004-0029 Project# JS-2004!-0047 Est.Cost: 70090. Fee: $6371.50 PERMISSION IS HEREBY GRANTED TO: Const.Class:2C Contractor: License: Use 9"ou : F2 CROCKER BUILDING CO INC—QQ2B8 Lot Size(sq.ft.): 160300.80 Owner. OLDON LMTED PARTNERSHIP Zorung:Gi AggLican CROCKER BUILDING CO IN NDUSM NT GO 8 A If J1 AT: 175 1 _ C �_,A k.D.P.- IS Jn pg i Phone: Insurance: 186 STAFFORD ST 413) 737-7803 Workers Compensation SPRINGFIELDMA01104 ISSUED QN.-713 M 0.-00.- TO PERFORM THE FOLLOWING WORK.-CONSTRUCr 12 743 SQ FT ADDMON (SECTION 116) El POST THIS CARD 89 IT IS VISIBLE FROM THE STREET Inspector of Plumbin Inspector of Wiring D.P.W. Budding Inspector 9 Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: PAjKrIAL Feariw6;S Driveway Final: (9K jr-10.03 z6f Final: Rough Frame: 4�-;due/I- gy.dly Gas: Fire Devartment Fireplace/Chimney: k t®rti' Insulation: Ron z� Final./--ija-0� mo k e: a- Final: S THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA N OF R, 11 . : ANY OF ITS RULES AND REGULATIONS. 4�N'PDrN Cgrtificate of Or&upangy Sienature: FeeType: Check No: Amount: Rectipt No: Date Paid:t, .......... tBuilding 7/30/03 0:00:00 16855 $6371.50 a- 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo z�z -q I................ NOW