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G� J .� ti , c � m , oa r w F m tr �° Qu o � ro $ ? ^ .° •-• w' .° y �`) ti <' \4, ti .>' k ib .. 4'` ° �° m } t 4 4 ? ti ,§, ti J s y 4 4 `, . , 4f " ••(, R 4120 S8 H0tg(1iia }. 31/4 0.062 HC45/55 6751825 <03 825 ,4461 .3-,66 27-35 Yes No 1 No No A•1 -T 130 60X96 41201 5r eHt (1110 3114 0,062 HC 40 60 x03 825 ,44,61 , 3•,66 27-35 No No - 1 No ' o No M -T 130 60 X96 4130 'ng� tng (T ft) 3114 0.062 AW.45150175 6 S H 75/75/112.5 <03 12 .45•.61 .3-.66 2735 Yes Yes 1 No No A4 -T 130 60 X 96148 X 72 9130 Single Hung. (Silo Load) 31/4 0.062 AW40150 60/15 < 0,3 12 ,48 -.63 3 31.35 Yes Yes 1 No No A4-T 140 60X99 4140 Sintje Hung (TO) 4 0.062 HC 40/45555 60/67,5/825 <03 825 44•-61 .3•$6 27-35 Yes No 1 No No A-I-T 130 60X96 4150 SigleH (It) 4 0062 AW75 1125 <03 ' 12 44•.61 3:66 27-35 Yes Yes 1 No No A -14 130 48X72 9150 Sine Hung (Side Load) 4 0.062 AW 75/120 112.51160 <0.3 12 .51 66 .3,62 34.40 Yes Yes 1 Yes Yes M -T 140 60 X 99/48 X 72 4320 Double Hung (Tnt) 31/4 0.(62 1050 67.5 <0 3 7.5 47.62 .3-.64 27-35 No No 1 No No A -I -T 130 60X96 4330 Double Hung (Tttt) 3 1/4 0.062 AW 50 75 <03 10 .48 -62 .3-.64 27-35 No No 1 No No A -I -T 130 60X96 g 4340 Double Hung (T4l)', 4 0.062 HC 50 67.5 <0.3 7.5 .47,62 '.3 -.64 27-35 No No 1 No No A-I-T 130 60'X96 4350 Double Hung (T8t) 4 0.062 AW 50 75 <0 3 10 .48•.62 .3 -.64 27-35 No No 1 No No ' A -I -T 130 60X96 9350 Double Hung (Side, Load) 4 0.062 AW' 70 105 <03 12 .55.68 .3-58 33-34 Yes ` No 1 'Yes Yes A-I -T 140 60 X 99 6000 Dog* Hung 4112 6 0.062 C50/HC 40 75/60 <03 7,3110 56 63 .41 -.65 39-51 No Na N/A Std. No A-T 40 60X96 30th Double Hung (Non -- Thermal) 2 0.062 HC 45/60 675/90 <0.3 9 NT NT 29-32 No No WA No No A -T 40 54 X 90/48 X 72 9530 Horizontal Slider 31/4 0.062 HC 50/AW 50 75 <0.3 10 .49 -64 .3 -62 31-35 Yes Yes 1 No No A-I-T 140 96 X 78 9540 Horizontal Slider 4 0.062 AW 70 105 <02 12 .52 -66 .29 -.6 35 -38 Yes Yes 1 Yes Yes AI -T 140 99 X 79 6001 Horizontal Slider 41/2.6 0.062 C 60 90 <0.3 9 .56 -63 .41 -.65 39 -51 No Yes-4 1/2 N/A Std. No A -T 65 71 X 60 3001 Horizontal Slider (Non - Thermal) 2 0.062 C 35/50 52.5/75 <0.1 9.75 NT NT 29 -30 No No N/A No No A -T 65 72 X 60 4160 Feed 31/4 0.062 AW 70/80 105/120 <0.1 15 .37 -.56 .31 -.7 27-38 Yes Yes 1 No No A -I -T 240 60 X 96/48 X 96 416011 Fixed with Horizontal Muntin 31/4 0.062 AW 70 105 <01 15 .42•.59 .3 -68 27-35 Yes Yes 1 No No A -I -T 240 60X96 9160 Feed 31/4 0.062 AW 70/85 105/127.5 <0.1 12 .37 -56 .31 -.7 31 -32 Yes Yes 1 No No A -I -T 240 60 X 99 LL 4170 Fixed 4 0.062 AW 70180 105/120 <0.1 15 .37,56 .31 -.7 27-38 Yes Yes 1 No No A -I -T 240 60 X 96/48X96 9170 feed 4 0.062 AN/ 75/105/120 112.5/157.5/180 <0.3 12 .37-56 .31 -.7 33-37 Yes No 1 Yes Yes A -I -T 240 60 X 99/48 X 72 6002 Feed 41/2.6 0.062 AW 60 90 <0.3 12 .49 -.57 .44 -.7 39 -52 No No 1/2 opt Std. No A -T 240 60 X 99 3002 Feed (Non - Thermal 2 0.062 HC 70 105 <0.1 12 NT NT 24 -26 No No 1/2 opt No No A -T 120 60X60 180111805 Proec1 Out Bottom • Awnhg 2 0.125 AW 100/75 150/112.5 <0,1 12 .51 -65 .29.61 35-38 Yes Yes 1 'Yes Yes A -I -T 120 60X' 36/99 2501/2505 Project 0ul Bottom- Awrwrg 21/2 0.125 AW 100/75 150/112.5 <0.1 12 .51.65 .29-61 35-38 Yes Yes 1 Yes Yes A4 -T 120 60 X 36/99 1201/1205 Project Out Bottom - Awmrg 33/4 0.125 AW 90/95 135/142.5 <01 12 .53-67 .29 -.6 35-47 Yes No 1 Yes Yes A-I -T 120 60 X 36/96 1901/1905 Project 0u18011am - Awing 41/2 0.125 AW 100175 150/112.5 <0.1 12 .51,65 .29•.61 35-38 Yes Yes 1 Yes Yes Al T 120 60 X 36/99 3 1811/1821 Project In Top - Hopper 2 0.125 AW 100/75 1501112.5 <0.1 12 51.65 .29.61 35-38 No No 1 Yes Yes A -I -T 120 60 X 36/99 g. 2511/2521 Pitied In Top - Hopper 2 1/2 0.125 AW 100/75 150/112.5 <0.1 12 .51.65 29 -.61 35-38 No No 1 Yes Yes A-I-T 120 60 X 36/99 g 1211/1221 Project In Top - Hopper 3 314 0.125 AW 90/95 135/142.5 <0.1 12 .53 -.67 .29 -.61 35-47 No No 1 Yes Yes A -I -T 120 60 X 36/96 1911/1921 Project In Top - Hopper 4112 0.125 AW 100/75 1501112.5 <0.1 12 .51 •,65 .29 -.61 35-38 No No 1 Yes Yes A -I -T 120 60 X 36/99 1851. 5511852 Casement • Outswilg 2 0,.125 AW9O/75 135/1125 <0.1 12 51 -65 .29.61 35-41 Yes Yes 1 Yes Yes ' A -I -T 120 40 X 66/72X60 II 2551.55/2552 Casement . 0u1swing 21/2 6.125 . AW 90115 135/112.5 <01 12 ,51.65 .29-.61 35-41 Yes Yes 1 Yes Yes M -T 120 40 X 66/72X60 t 1851. 5511853.54 e 2 0,125 AW90/75 135/112.5 <0.1 12 .51•.65 .29 -61 35-38 Yes Yes 1 Yes Yes A -I -T 120 40 X 66/99X60 2551- 55125553.54 ' ' • 1 • e 21/2 0.125 AW90/75 135/1125 411 12 .51.65 ;29 -.61 35-38 Yes Yes 1 Yes Yes A -I -T 120 40 X 66/99X60 ` . 1251. 55/1253.54 • 3314 T 0.125 AW 90 135 <0,1 12 ! .53.67 .29 -,6 35-47 Yes Yes 1 Yes Yes A -I -T 120 36172X60 1251-55/1252 CasementOelswhg 33/4" 0.125 AW 90 135 <01 12 .53-.67 .29 -.6 35-47 Yes Yes 1 ` Yes Yes ' A-1 -T 120 36172X60 I 1951.55/1952 Casement- Ouswitg. 4112 0.125 AW 90/75 135/112,5 <0.1 12 .51 -,65 .29 -.61 35-38 Yes Yes 1 Yes Yes A -I -T 120 40 X66/72X60 ,, 195145511953.54 Casement/F ,Qutswng 41/2 0.125 AW 9(175 135/112.5 <0.1 12 .61.65 .29 -01 35-41 Yes Yes 1 Yes Yes A -I -T 120 40 X 60/99X60 1861. 65/1862 Casement • Inswing 2 0.125 AW 100 150 <0.1 12 .51.65 .29 -.61 35-38 No No 1 Yes Yes - A -I -T 120 3672X60 z 2561.65/2562 Casement Inswing 21/2 0,125 AW 100 150 <0,1 12 .51 -.65 .29 -.61 35-38 No No 1 Yes Yes A -I -T 120 3672X60 1861. 65/1863.64 Casement/Faed •inswing 2 0'.125 AW 1 /75 150/112.5 <0. 12 . 5 1 -. 29 -.61 35-38 No No 1 Yes Yes ` A -I -T 120 36/99X60 • 2561.65/2563.64 Casement/Fixed - Inswing 212 0.125 AW 100/75 150/112.5 <0.1 12 .51 -.65 .29- 61 35-38 No No 1 Yes Yes A -I -T 120 36199X60 v 1961.65/1962 Casement - lnsvAng 412 0.125 AW 100 150 <0.1 12 .51 -55 .29.61 35-38 No No 1 Yes Yes A -I -T 120 3672 X 60 1961.65/1963.64 CasemenW ed - Insuring 412 0.125 AW 100/75 150/112.5 <0.1 12 ` .51 -55 .29 -.61 35-38 No No 1 Yes Yes A -I -T 120 36/99X60 " 1841 Feed 2 0.125 AW 80 120 <0.1 15 .39-57 .3 -.69 35-38 Yes Yes 1 Yes Yes A -I -T 300 60 X 99 1; ' 2541 Fixed 21/2 ` 0.125 ' AW 80 120 <0.1 15 .39 -.57 .3 -.69 35-38 Yes Yes 1 Yes Yes A -I -T 300 60X99 1842 Feed with Horizontal Month 2 0.125 AW 55 82.5 <0.1 15 .42-.6 .3 -.69 35-42 Yes Yes 1 Yes Yes A -I -T 300 60 X 99 O .. 2542 Fixed wilt Horizontal Muntin 212 0.125 AW 55 82.5 <0.1 15 .42 -.6 3 -.69 35 -42 Yes Yes 1 Yes Yes A -I -T 300 60 X 99 1241 foxed 33/4 0125 AW 85/90, 127.5/135 <0.1 12 .41 -:59 3 -.67 35-48 Yes Yes 1 Yes Yes A -I -T 300 60 X 99/60X96 1. 1242 Feed with Hotizonlal Mtntin 33/4 0.125 AW 90/100 135/150 <0.1 12 .41 -59 3 -:67 35-48 Yes No 1 Yes Yes A -I -T 300 60 X99/60 X 96 ` 1941 Feed 412 0.125 AW 80 120 <0.1 15 .39 -57 .3 -69 35-38 Yes Yes 1 Yes Yes A -I -T 300 60 X 99 1942 Feed with Horizontal Munin 412 0.125 AW 55 82.5 <0.1 15 .42 -.6 .3 -.67 35-38 Yes Yes 1 Yes Yes A -I -T 300 60 X 99 2 4500 Sdng Door 41/2 0.125 AW 55/80 82.5/120 <0.3 15 .49 -53 .35 -57 31 -38 No Yes _ 1 No No A -I -T 300 123 X108/123 X 95 NT = Not Tested IP/eerieSili PO Box 431 Ft. Scott, KS 66701 • 2403 S. Main Street Ft. Scott, KS 66701 toll-free: 800-279-9999 • Iocal: 620-223-4610 • fax: 620 - 224 -3107 • mail @peerlessproducts.com • *0 u t T 6 IN a www.peerlessproducts.com 2008 Made in the U.S.A. r t1 A 6&7 Two fixed mulled together w/ Horizontal muntin Upper window unchanged (fi 8,9 & 10 Fixed w/ Horizontal Muntin Upper window unchanged 11 & 12 Two fixed mulled together w/ Horizontal muntin Upper window unchanged 13 & 14 Two fixed mulled together w/ Horizontal muntin Upper window unchanged ---- - } } f' R \ + Querencia Trust - 24 -34 Pleasant St. Northampton, MA Replacement Window Plan Replacement with Peerless Model 4160H1 Fixed glass - U -Value Range .42 -.59 ... j Window #'s ( See attached photograph) LI. 1 Fixed w/ Horizontal Muntin Upper window unchanged [ to 1.4*.a6r. I 2 Fixed w/ Horizontal Muntin Upper window unchanged iea AN6 3 Fixed w/ Horizontal Muntin Upper window unchanged C-4. hiGg_ f, 1 .----- At _ . ,, ________' 4 &5 Two fixed mulled together w/ Horizontal muntin Upper window unchanged 1111 I i i s ,.'4 C of Northampton s r , ,,c , Massachusetts i )!�" , � i r k - t , .k DEPARTMENT OF BUILDING INSPECTIONS f 1 \,, ✓ �,- 212 Main Street • Municipal Building fsf > > ,)` Northampton, MA 01060 INSPECTOR Louis Hasbrouck Fax: 413 - 587 -1272 Charles Miller Building Commissioner Phone: 413 - 587 -1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for Entire Project) Project Title: Querencia Trust — 2011 Renovations Date: August 12, 2011 32A -148 -001 Project Location: 24 -34 Pleasant St. , Northampton Map: Parcel: Zone: CB Scope of Project: Replace roof , windows, HVAC, refurbish interior off ices In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: I, Tristram W. MPtca1 fe TTT Mass. Registration # 5393 , being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [XJ ENTIRE PROJECT for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code - required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with The progress and quality of the work and to determine, in general, if the work is being performed In a matter consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signature and seal of registered design professional, and date: . .' V" r \ .�Nof •`N.s p e e r 1 e S 000Sen salt d w 4000 Seines Window PRODUCTS - 1 N C 3 �. /4" Frame Depth 1/2 Scale 8.5x11 ------ 3.125" 0 I � t t o N p.y 41.99 fi 0 •� a ~ 1 i ill 41-111 --1" IOU rill1-11111 m plan r Q 1 3 41 -11 f &-----) Nc� 11E1Ct i cA L -., 41.114 0 1 ei :„• 41-1181 C 1111.3111111 '1.11111111 41.111 D z - rmu 0 14194" r - 1..438• 6 41 -98 41.114 Ey-iis 41 -98 p 41-111 41 -111 1 -111 41 -111 0 ..,..:- 1 o i 01.1 L r l � N 11 11 • ric 41 -11 1 � IIIIII I-71 1.525' D.L.O. 2.50D" 1 D.LO. 1 1.625' ea +∎! +± CENTERLINE 41 -96 WINDOW MAKE WIDTH copyright m 2005 Peerless Products Inc. 2403 S. Main Strout • PO Box 431 • Fort Scott, Kansas 66701 • i -066 -420 -4000 updated: 3/14/2005 http: //www.peerlessproducts.com Section: Commercial re d Nate: PDF Flies & latter Slag Paper : Haft Scale Page 6 Or—i0 AutaCAD Drawing Vila ss Full Ste L 0969ZLL£ L17 Apun d8Z170 L L EZ unf 08 51 00 /PEE BuyLine 3208 Historic Retrof Peerless Products Models - 4120H, 4130H, 413T, 432H, 4160 Offset, and 1800 Series Products have been successfully `� ° installed in historical buildings across the world. These products „+» tailor sightlines that match both wood and steel replacement ,a` `" « applications. We offer a full line of scrolled panning and trims to � E' .:. closely match exterior profiles along with a diverse selection of n 1 exterior, between the glass, and interior applied grids. We also r /r .] ! offer a diverse selection of sightline adapters, mull covers and sash lug options. We have our own extrusion press and can easily match new profiles to meet your project needs. University of North Carolina Florida State University at Wilmington, North Carolina Tallahassee, Florida Ar—r0 r .. ....: - - - - - r0 ..1� _.1� _ l 'wil _0.Ii41� � _ �� r-' — mil �' Al A mil E-- i - i 1 II MI 1�� III ,■4-riri■li iiit 11:1 i I l H 1 .41 I , r , ce %1 — ne= Model 412 w /Panning.& Trim Model 413T w /Panning & Trim Model 432H w/Panning & Trim Model 915H w /Panning,Extender & Trim Model 417A w /Panning & Tnm �, a .` :I rilLir'�`x,. [41 -741 — 1 'ti Applied Grid I 6 � . .. Box Trim 4 Trim - - -, Sizes Vary [4968) (4914] i,x, �. " *, r<,i L. 77,07 a Receiver Panning Receiver Panning - ` q� --. 6 r ' - ': ' {. 4634 Trim 4321 Trim o [46911 163231 _ a,.w 1p1 G] . Receiver Panning Receiver Panning Applied Grid -.;'''''':•,:1-.-4.1-,.....„.:, . r - 4686 Trim 4330 Trim [4 pl ed Gr1 -382] id ',. NOTE: Glazing options for grids, applied grids, tape applied grids, scroll & square trim shown in this section C LfiLlts—r— have been scaled up for viewing purposes. Peerless has many other profiles for trim and applied grids. Please visit our website at www.peerlessproducts.com for a profile that best suits your r� � Applied project needs, or 1 o ' ��� - S. we can help design a profile to accommodate your needs. Receiver Panning Receive Panning [41 -504] = Tape Applied Grid s , _ [s -oas] i Or : T Tape Applied Grid — jl — i > 8 >; 8. tl 8 l i _ 1 [6 -0471 1 0 1 Tape Applied Grid Sash Lug Used for Applied at Exterior Triple Grid: Exterior Applied, Exerior Applied Between Glass s Single & Double Hungs &interior Only. Between Glass Grx1s & & Interior Tape. - Grids Only L___ su r Used with Certain interior T ape App Applied Only. i;. Models Only. Configuration Depends on [6 - 103) Gut Capacity When Used on Tape Applied Grid. Hung Products. MEMO = Peerless www.peerlessproducts.com 1- 800 - 279 -9999 11 P R O D U C T S - I N C ,. „.0 - PeerIeSS , 08 51 00 /PEE BuyLine 3208 ARCHITECTURAL WINDOWS & DOORS r r,, High Performance Aluminum Window _ - ' , and Door Systems it y d d 1 ii f . � ;; K Single Hung it � Double Hung wl i Horizontal Slider ' 'N t .,, , : s 4.:,.„. , ' ,;, a ' I t 'i l Commercial Fixed � j f' � , , i tj Projected In &Out - '-"th , `� 4 i t ' ` i i' ' 1' casement 1 a III I l ,' 1 t - . Yp t i t Projected Fixed '. j t. I a n . l ' ti ; i " " ° � 1 S Glass Door I 4 l' Terrace Door � t tot � a a �. .s. - }. ...' ; , ..„00 ; ; ai =° 10, f:i. - Architectural r"atli- ''''. � Blast / ATFP ,., � � w" � � .e "- � � Hurricane / Impact / Coastal at ; ' � + d Historical r` �'4 „' /Sound Abatement r , � 111:,,, MilitaAirports ry t ,- ., ti. 1.... :- 7..., ..,,, ?t,Lii .., 4.,, 1, t 1 vernmen /Municipal 1 �� " �� GoC ommercial ., . II II:, ,,,4**:.! i,,,,i•rt, 'Ail ' ja - ,,,,,, 1 404 wi Universities /Dormitor Schools III r . ' g t r , ' y , T Hospitals Peerless � ' �-- Com plexes OREM P R o R U C T 5- I N G . - `-- Spec the W that Reflect Qual High-Rise Condominiu /Apartments S ince 1952, Peerless Products, Inc. has manufactured custom architectural and Hotels / Motels /Casino commercial windows and doors. Visit our website for complete product lines and details. www.PeerlessProducts.co 1- 800 - 279 -9999 Window Wall Metcalfe Associates architecture & interior design a 142 Main St. Northampton, MA, 01060 Tristram W. Metcalfe III, Ma. Reg. 5393 Phone number > 413 586 5775 Cell number > 413 695 8200 Email > twm3@rcn.com NCARB, NYS, MA, CT registrations WMAIA AIA August 5, 2011 Louis Hasbrouk, [413 587 1239] Building Inspector City of Northampton Puchalski Municipal Building, 212 Main Street, Northampton, MA 01060 RE; Repair of roof and parapets for building permit Loc; 24 -34 Pleasant St, Northampton, Ma For; Jeffrey P. Dwyer Co- Trustee QUERENCIA TRUST 30 Pleasant St., Suite #7, P.O. Box 267, Northampton, MA 01061 -0267 (413) -584 -0761 — voice, (603)- 375 -5373 - fax e -mail: jpdwyer @querenciatrust.com Dear Louis, I am reporting here several items in need of upgrade for this roof repair permit. 1. Changing location of new HVAC roof loads; Roof Top Unit weighs 480 lbs - Condensing unit 280 = an add of about 200 lbs to existing but it will be located on roof plan to be verified as on top of the steel truss, not as existing on rafters as the loads are now located. Paul Chevalier, of Action Air, Inc, affirms this. Since this will reduce rafter loads and only be a single person average additional weight I will certify the roof rafters to be adequate. 2. Parapet bracket reinforcing; Attached is the detail and layout for this work on drawing #A -1 Dated 7.26.11 3. Floor layout changes; Attached are drawings A -2 & A -3 showing some doors being added and removed with an improved egress from the roof's second mains of egress by adding a drop down ladder to a 2 ° floor rear deck below. If you have questions please call,_ ,, ,,,, Thank you =4 �Y���h �� Y Sincerely, Tris Metcalfe :; QUERENCIA TRUST Real Estate Development & Management P. 0. Box 267, Northampton, MA 01061 -0267 Tel: (413) -584 -0761 Fax (603)- 375 -5373 August 9, 2011 Louis Hasbrouk Building Commissioner City of Northampton 212 Main St. Northampton, MA 01060 RE: Querencia Trust — Building Permit Application Dear Mr. Hasbrouck: Attached please find the various pieces of the building permit application for work that the trust has engaged Douglas Ferrante of Skyline Design to perform with the assistance of various sub- contractors beginning in August 2011 and continuing until completed. During our preliminary meeting, you identified three tasks that required either an architect or engineer's oversight and certification. These tasks included design and installation of bracing for the parapet walls on the building roof, a weight analysis and certification for installation of two replacement HVAC RTUs and an egress evaluation for the interior doors that are being either blocked or re- installed since the space was vacated by the previous lessee. Please find enclosed a stamped certification letter with enclosures from Metcalfe Associates addressing these issues. Also, you explained that the Downtown Architectural Commission required submission of the specs for any replacement windows used within the district. The fourteen windows that the trust intends to replace are the exact same design and configuration as the windows that are presently in the building. I have enclosed a photograph of the building with the fourteen existing windows numbered and the specs for the Peerless Model 4160 with a semantic cross section of that window design. The new windows will match exactly the existing windows. I have included the building permit application and a CD with pdfs of the attached materials. If I've neglected to include anything that you need to complete the application and issue the building permit, please call me at 584 -0761 or e -mail me at jpdwyerCaiquerenciatrust.com. Sincerel, , e f Dwyer Co- Trustee Querencia Trust Client #: 1553 ' r DOUGLI ACORDr CERTIFICATE OF LIABILITY INSURANCE DATE( 2011 YYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION King & Cushman, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE King & Finn Streets HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 447 Northampton, MA 01061 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Peerless Insurance Douglas P Ferrante /Skyline Design INSURER B: P O Box 60142 INSURER C: Florence, MA 01062 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM /DDIYY) DATE (MM!DDTYY) - LIMITS A GENERAL LIABILITY CCP8251649 04/07/11 04/07/12 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $50,000 PREMISES (Fa occurrence) CLAIMS MADE I X I OCCUR MED EXP (Any one person) $5,000 PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 — I POLICY n !' -. I� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accidenl) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I I CLAIMS MADE AGGREGATE $ - - _ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WC8304684 07/30/11 07/30/12 STATUS OTH- EMPLOYERS' LIABILITY I TOR OR Y 1 IMITS FR _ ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $100,000 OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $100,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT _ s500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Querencia Trust DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 f1 DAYS WRITTEN 30 Pleasant St., PO Box 267 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Northampton, MA 01061 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTH RIZED REPRESEE TATIVE b' ACORD 25 (2001/08) 1 of 2 #S10431/M10430 SMF 0 ACORD CORPORATION 1988 F 4 :(t1N dpi. !&...1.4:4-.4 o a GZ� N artiptinpfrIi =_# = Y R a fit +A - B i7(Achrtsctl6 � . '~ y DEPARTMENT OF BUILDING INSPECTIONS 2 12 Main Street • • Municipal Building ' -0,,. Northampton, Mass. 01060 _ `YORKER'S COMPENSATION INSURANCE AFFIDAVIT I, .00() 101/4s ���I' 1e st \,,,,,_e_ \)_,2s;U 3 (i lermiae) with a principal place of business/residence at: 2 O`( (uTis ;fi Flo(te iq.(e_ (phone) 1 ;76 — ct C}` (strt~i/ci ty /sLatelzi p ) do hereby certify, under the pains and penalties of perjury, that: I am an employer providing the following worker's compensation coverage for my e loyees working on this job: I f'.€ of 14),s w C F 3 Dq 41 y 7 --`3D , (Insw-ance Coop Fly) (Polio: Number) Ca-pirtion Date) ( ) 1 am a sole proprietor, general conuactor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compensation policies: A (Name of Contactor) (Insuranc CompanvP oil cy Number) (ExTiration Date) (Name of Contractor) (Insurance ComoamvFolic Number) (Expiration Date) (Name of Contactor) (lnsurance Company/Policy Numbe) (Expiration Dale) (Name of Contractor) (Insurance CompanyiPolicy Number) (Expiration Date) (annd additi.nii tcet ifnaxaaty to infortnatioa ,�- u caisi g to . c adore) ( ) I am a sole proprietor and have no one worming for me. ( ) I am a home owner performing all the work myself. NOTE: please be aware th.d v vile ho©eowvaz who employ pc'-crisi to do triaintimaner, coasru .ioa o rtpair work on a dwelling of not more than three units in winch the bo-,�ooavcr nsiden or oa the scout a puttraUni thado arc oot filly considered to be airplay= under the s oer czai.ico Act (GL152.,= t (5)), applinarjcn bye homeowner for a hcttasc et pormiz may evidence the legal ctanra of an employer under the Woriccr'c Co afion Ad I understand that a copy of (lie sratcmmt may be forwarded to tiro Dapartmcar of Industrial Arad catz' Offroc of Iasur.noa for the oDvcrtgc vcificatioa and that L..ilure to secure coverage under section 25A of MGL 152 an lead to the imposition of criminal p-n "Ines coasistiag of a fmc of up to S1,100.00 aadicc imprisonment of up to one yrs and civil penalties in the form of a Stop Work Ord= and a flan of 5100.00 a day against me For d uic catty y�� / _ Q_�� Permit Number .411(d.,/ 6 l M Lot tt Signa. of Li.... : •remitter IEEe Version1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURALPEER REVIEW (78Q CMR 11041) . • - 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 1, H 4 \ - ". D . Y k Lam � � , as Owner of the subject property hereby a u o ize � U u�L A-R. 4 7-1 T . .r7 K--.'-/(2_ S to act cr -tters relative to work authorized by this building permit application. 40 /AM d lure of .wner Ar ®� Date r I, 0 � �'Q fQ � �jo , a6 s'wrie /Authorized Agent hereby dec & e that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Sign:% under the p s and penalties o •erj ry. P tNa e DDCJGl 1 02S r -err .., Y-12 -269t/ Signature`bf Owner /Agent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : J GJ ). OS >TGk'"L - License CS 2Z Q, ' „^ � .1���� J �p Number f9 t Ad. - s ( 2 Expiration Date gnature S/ 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 affida will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No ❑ • ' Version1.7 Commercial Building Permit May 15, 2000 SECTION„A99APROFESSION A L ; DESIGN 'A ND CONSTR UCTION'SERVICES 'FOUR BUILD LNGS AND STR RES S,U'BJ,ECT;TO CONSTRUCTION CORO NTLPURSUANT TO 780.CMR;116,(CONTAINING MORE THAN 35,.0 000FAOF gNCLOSEDISIPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date Signature Telephone 92 Registered Professional Engineer(s): 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 Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor S r D - e 5 Not Applicable ❑ Company /Name: \)(9oc 1- f-cp Responsible In Charge of Construction opy (00 (,Li _ 2 /-^ C'Uc L t 1 - -la( ePi c' Add Si :. "r: _ 411 Telephone Version 1.7 Commercial Building Permit May 15, 2000 7. Water upply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private ❑ Zone: Outside Flood Zone ❑ MunicipalI On site disposal system ❑ 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by No C � Building ing Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bldg & paved parking) # of Parking, Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on he site? NO X DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES 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 X NO IF YES, describe size, type and location: SAP ..riPl■i l 11`J-DI 1)1 A is( 4L ro_4kt its D. Are ere any proposed changes to or additions of signs intended for the property ?YES ._ No IF YES, describe size, type and location: SCxQCt N I Cal s t Version 1.7 Commercial Building Permit May 15, 2000 SECTION =4 - +CONSTRUCTION SERVICES, FOR;PROJECTS'LESS •THAN 35;000 • CUBIC FEETOF ENCLOSED SPACE Interior Alterations Existing Wall Signs Existing Ground Signs Additions ❑ Roofing ❑ ❑ ❑ Exterior Alterations Demolition❑ New Signs [ 1 Change of Use [ ] Other [ ] ❑ Accessory Building [ ] Repairs [ 7 r',J : - sc, t-'Q b\' ce C 1 14d d30.5..._ 6 c--..) - SECTION 5 - USE GROUP AND CONSTRUCTION TYPE Y ct _ 06 es. (tOt App )y USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly I A -1 ❑ A -2 ❑ A -3 ❑ 1A i ❑ A -4 ❑ A-5 ❑ 1B ❑ B Business 4 2A ❑ E Educational ❑ 2B 1 ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1 -1 ❑ 1.2 ❑ 1.3 ❑ 3B SZ 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): Y� SECTION 6 BUILDING HEIGHT AND AREA N 0 C La � j t 0d PS 4- KJ A- OP V J eOFFICE U E= LY BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION f,a,,. 3,,.i~ , Y,t;, Floor Area per Floor (sf) 1st ei. 2 ' 1st 3rd 2 nd r a s r �a. C^' y 3 4th rd ' d g ii'a i 4th - z ` 5 Total Area (sf) Total Proposed New Construction (sf) , ri * ' ,z . "} Y h k : Total Height (ft) — ! •. ` tA 1 4 4 7 h R > � Total Height ft A alfralIN i ti - t '' Versionl.7 Commercial Building Permit May 15, 2000 eCe,v 5O City of Northampton l.�� r� 5� ° Building Department c40 , ZTi`4kVi:V;:Pfr Fti'i , . 212 Main Street .1ofokirA*-0- ,teas, Room 100 �.( - L., • o hampton, MA 01060 +�•, •l�nSdE; 't tRk ,...,-..:\:.,, t ;,- ofe ° •' • 3 -587 -1240 Fax 413. 587.1272 Pot /Si 3 ......_,_ .'vL 6t spe t"i . APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION 1.1 Property I Address: d ' This section to be completed by office 30 PLB� ,4-1- c Map �cr ( I Lot ` - Unit Zone Overlay District P O rill e 1-9/c Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: (,0P( elm rUSt 3 0 ()Leosu,vti- S'f- 3 f P" b u ji f , Th to N (t +u-4-t e s 9� Name (Prin / - Current Mailing Addrs: Te �%/ �� 5Y 0 76 ( r(a�i �+4r-i ? - rd Signat e ' Telephone U 2.2 Authorized Agent: e ) t {1l , t1 'Q 'e s l 'l 2107 Ld c ~JS �— �K � i `� Nam= • int) / z Current Mailing Address: /�i i► 4'/3 5e( ? Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building ,, p � / 5 D 0 0 (a) Building Permit Fee 0 pt ■ 4Clut/c �� (k;\, A 2. Electrical (9d (b) Estimated Total Cost of Construction from (6) 3. Plumbing p Building Permit Fee 4. Mechanical (HVAC) / 7 6 200 5. Fire Protection 0 6. Total = (1 + 2 + 3 + 4 + 5) 3/ D o 3 Check Number 0 "gad This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2012 -0160 tvr APPLICANT /CONTACT PERSON SKYLINE DESIGN 0 040 3 ADDRESS /PHONE P 0 Box 60142 FLORENCE (413) 586 -8491 CGS skk PROPERTY LOCATION 30 PLEASANT ST MAP 32A PARCEL 148 001 ZONE CB(100)/ �� ` ' `'- �� -ti THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ---1- ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT ,/ LVA Fee Paid ( �� Building Permit Filled out S ,k, Fee Paid o/� C� Typeof Construction: INSTALL REPLACEMENT WINDOWS,ROOF,HVAC & DOORS New Construction 4 u k+:.1 i,1 VR+I_t-1/4f. iitiAMEW NGFD . = 1 t4 or Le.s S ----- Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 002722 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay O 11 it Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. � y 30 PLEASANT ST BP- 2012 -0160 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A - 148 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit # BP- 2012 -0160 Project # JS- 2012- 000237 Est. Cost: $37000.00 Fee: $222.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SKYLINE DESIGN 002722 Lot Size(sq. ft): 7840.80 Owner: DWYER JEFFREY & RAYMOND REX JR MAIL TO: THE QUERENCIA TRUST C/O R R REX JR TRUSTEE Zoning: CB(100)/ Applicant: SKYLINE DESIGN AT: 30 PLEASANT ST Applicant Address: Phone: Insurance: P 0 Box 60142 (413) 586 -8491 Workers Compensation FLORENCEMA01062 ISSUED ON:8/15/2011 0:00:00 TO PERFORM THE FOLLOWING WORK:I REPLACEMENT WINDOWS,ROOF,HVAC & DOORS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: 7//57/1 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner