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HomeMy WebLinkAboutBuilding Permit #1233-2016 - Exception 5/25/2016 BUILDING PERMIT No Dry qti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 7° Permit No#: G�� ��/(p/ Date ReceivedRADRwTZ.D / ED �SSACHLI`+�� Date Issued: `' I PORTANT: Applicant must complete all items on this page LOCATION zeh�, P,RQPER_TYOWNERT-vcne9p ! pgeyS� Y" , 100 Year Structure mMAP PARGEL.:.'toy, _ZONING DISTRICT Historic Distract yehi _ _. TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial 9 Alteration No. of units: ❑ Commercial .❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition, ❑ Other ❑;Septic ®�1Nell Floodplain,. Wetlands ❑ Watershed D�tnct C1 W.W0 /Sewer 1 DESCRIPTION OF WORK TO BE 7RFORM7D: e/e q. o p n mo r yd, . l ,a Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: �r�lv Contractor Name , Phone. Email _ - y p ;Adtlress:µ .1i v ,< SontrctioineIupervisone —Pate-- I Horne Improvement License W I� ARCHITECT/ENGINEER ' Phone: 7Pl- 77P- $�FGG _1 c Address: 3 -7 A76 rr� C raw��, �xa�f Ate Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ o 490 , 00 FEE: $_ Check No.: Receipt No.. � NOTE: Persons contracting with unregistered contracto do of ha acce to the guaranty fund bill Y t Ik P..,.. - - - -:.� .... - -._.. -....-__-_.'_--.- ... ..� . Location t/�, e ,g! e NL ► No. Date �2`7 • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $-3,(-P`77 Foundation Permit Fee Other Permit Fee TOTAL $ Check#�' � 30425 Building,lnspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL t Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales D Private(septic tank, etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF m U FORM I PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS 1 i HEALTH Reviewed on Signature COMMENTS i t Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes i Planning Board Decision: Comments Ccq lservation Decision: Comments Water& Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: ure• Located 384 Osgood Street FIRE DEPARTMENT,. Te p ®umpster on sit yes` v-. Fire Departmentbsi �` ��, . . �' ••��''� _ � <:.# ,. • gn ureldate _ ;NTSy ;� � .,f� � g;•� ° , ��. $ C®MME w, � Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL; Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) q I' I j U Notified. for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application 14. Workers Comp Affidavit s go, o&A f Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4 Building Permit Application Certified Surveyed Plot Plan � Workers Comp Affidavit 4 Photo Copy of H.I.C. And C.S.L. Licenses 4. Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicably) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit a New Construction (Single and Two Family) J Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses 4. Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code 4, Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit Ila all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be.submitted with the building application i Doc:Building Permit+Revised 2014 I F NORTH own Of o t o - C% h ver, Mass, i O LA�4a cOc.I'..Wlck q TE O Pay 7,9s RPP U BOARD OF HEALTH Food/Kitchen PERM, L D Septic System THIS CERTIFIES THAT ............ki.. .... MVAC �... ................... .................. ......,, BUILDING INSPECTOR Foundation has permission to erect .......................... buildings on .Ako.m� ..... ... -... II!�i . Rough to be occupied as .. .l1a. .. ... ..b&&c. ... ............................. Chimney provided that the pe accepting thils mit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIONART.. $ Rough Service ........... ...... .. ....... ...................... BUILDING. INSPECTOR.. Final GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Property Management of Andover PO Box 488 Andover, MA 1810 Proposal 7 --y-_ Date '/112OI6 KC-2 1 16 Narne/Address Kittredge Crossing ISO Chic,keririg Road, #204 North Andover, MA 01845 E Description QVm Unit Cost Total Structura I framing changes to non load bearing exterior wall t for installation of new HVAC unit. I f Removal of siding,sheathing, insulation and interior wail board in affected area. Q installation of new.6"1,6g steel framed opening to the specified requirements of the frame drawing and heating companies finished opening specifications, 0 Installation of new R21 6"insulation to all affected areas. 0 installation of new 5/8 Densglasssheathing to all f affected areas and seal all seams. C 9 installation of new 3/4 Azek trim panel under new frame opening and Azek trim around new HVAC unit, Installation of new James hardy 5 'l fiber cement siding to match existingand seal all points of water I intrusion aIong lis and.newly installedlled HVAC unit. installation of 3/4 wood furring strips to frame, j � installation of€i rail poly vapor barrier and 5/8 Densgiass sheathing to interior of newly framed opening, Tape and seal alfsearns with wall board compound. Nate: cost.of permits not included in proposal I (separate charge} I Total. $2,990.00 —...-- Proposal by;- �%6 J .. Signature: I I EXIST'G TOP TRACK HEADER DETAIL (1) GTSBIB TRACK #10 5CREW5 AT IG" ON CENTER ADD TRACK TO EXIST'G Y STUDS AT JAMB JAMB DETAIL EA5YCLIP X—SERIES CLIP ANGLE (X545) FASTENED (I) 6T5515 TRACK WITH (4) #10 SCREW5 AT EACH LEG, TYP. SILL DETAIL EXI5T'G TRACK `j `VA OF Mqs ANTHONY D. L4i o COVIELLO I U WALL FRAMING ELEVATION v, SI STRUCTURAL L SCALE- 314-4-0- No.46390 S(0 Al Drawn BY: TC b KITTREDGE CROSSING CONDOS Date: 0 g 0 q© Q q NORTH ANDOVER, MA Sale: 5EE PLAN for UJI04ES&M PROPERTY MNGT. OF ANDOVER 1 1 I _som ANDOVER, MA 1 � II € r, i njdvf�./V iM �� V-SERIES HWC FEATURES Standard and High Efficiency heating and cooling HWC MODEL UNITS Completely self-contained heating and cooling package GAS HEATING / ELECTRIC COOLING • Microban"anti-microbial drain pan No outside condensing unit PACKAGED UNITS • No external refrigerant lines No separate cooling coil No separate venting system + Pre-wired and pre-charged „ Individually metered and controlled • Self-contained,replaceable,slide-out cooling chassis Internal vent system \ r y • Direct vent/sealed combustion f'" �� ��"" � r �r � ✓�"� • Freeze Shield"'condensate trap*with side or front SY�G' f AW9 {rf �', i�, • condensate connection"' REFRIGERANT SYSTEM r high efficiency compressor • Copper tubing with enhanced fin coils � � ✓� HEAT EXCHANGER • Aluminized or optional stainless steel on 30%models primary heat exchanger Stainless steel primary&secondary heat exchanger and transition box standard on high efficiency models �° z BLOWERffr�V ,,f Multispeed motor for wide airflow range ECM blower motor in high efficiency units.PSC blower mntor in standard efficiency models Dynamically balanced blower with resilient motor mounts for smooth and quiet operation internal filter,optional MERV8 CONTROLS ptcnrgk. • Color coded wiring for easy service € r • Diagnostic LED G(�s.eo US INSTALLATION Plug 3 Play like features WARRANTY_ f yea= Hrnited warranty on all parts 10 year limited warranty on aluminized heat exchanger 20 year limited warranty on stainless steel heat exchanger `�afcnt Pen�!nc MODEL NUMBER GUIDE HWC9N5511P18A1 H=Gas Heat LL Revision Code W=With Series C=Electric Cooling NOMINAL COOLING CAPACITY 12-12,000 Btu/hr GAS HEAT EFFICIENCY 18-18,000 Btu/hr 8=80%TE 24-24,000 Btu/hr 9=up to 95%TE 30-30,000 Btu/hr GAS HEAT FEATURE P=208/230 V-60 Hz-1 Ph N=Stainless steel heat exchanger R=Aluminized steel heat exchanger COOLING EFFICIENCY 09=9,2 EER GAS HEATING INPUT 11=Up to 11 EER 24=24,000 Btu/hr 22=22,000 Btu/hr 36=36,000 Btu/hr 33=33,000 Btu/hr 48=48,000 Btu/hr 44=44,000 Btu/hr 60=60,000 Btu/hr 55=55,000 Btu/hr ELECTRICAL AND PHYSICAL DATA mVFW <' Compressor CUtstde'1=an, � ��b�a Voltage/ 1 Min M`3det Ma( C1tcu1Y as ri o riACR '£`gated TsE © 2 �+Inersi ted". z t3 'M— Z'0601 i Pha�eAmps ° D1 Nnm c> r P' (3r e J'Land v� '6 C .a �€?1 d � a i oo (in') 110 Amps ...toy, c�: ._�., kms. ......................... H'a:Ch(K,N)2109v1;:.a........_ � I 397-253 8.3 1s 4.9 27.0 i 0.9 1/8 1.3 V6 43 26G HNC8(R,N)3609P12.A1 E H'',VC%R,N)3GO9P18A1 H✓dCS,R,:'J)4809P18A1 197253 11 15 67 37.5 019 1/8 70 1/3 :51 310 H dC8(R,N'6004F10A1 _--_._._.:_... ._...., 1.:._.,-.. .� ___�___�.: '8 1075 10 x S.S H+C8'R, ;3C09P24A1 ry I '.HYJCB(R,N;48G9P2<..^.t 197-253 14.2 2C 8.5 38.0 j ':.6 tt 1/� 2.0 1/3 56 320 HW1,8(q,N)6U09P24A1 I , H4vG8(rR:ra1e809P30A1 I j 197-253 20,- 30 lis 740 L6 114 2.5 112 65 350' HWC8£R,N)6009P20A1 I: � .9W 2HP12a1 -- i97-253 7.5 1 15 270 I 0.9 Va 0.5 1.9 290 HW--9N3311P12A1 € HWC9N3313P18A7 'HWC9N4411P18A1 I97-253 11,2. 15 &7 37.5 1.5 1,%A ..� 54 510 , yn HtNC9NS51':;�18A1 `a i - 18 i 107-5 10 x 4.5 112 € vC9N 33 t-24Ai f� I ________________m_____—___ HWC9N4411P24A1 157-253 14.8 20 8.5 38.0 1.6 1I1 66 320 _— (€ HVdC9N•-IiP30t.1- = 1 19'-2,53 20:5 1 30 13.1 i 1.6 Ito 2Z 63 350> HNC9N5511P31,-A1 I :-....3 .:; .. f PERFORMANCE Coo!{n9 Heating y tModel� ,m input'i OutputTkklermal TempSR{se S/T CFM L •�-_;:��,<.-, «. � �< ",",.,.;_ Stith Btuh� - EER ' Stith EfFlc{ency,. "Range�.F ..-�.-wi«.:=-:........... .. ��•;�,,,,,µ, :;;,,ern„ ... �.:.�m�^^"";Z,F HWC8(R,N)2409P12A1 1 24,000 19,000 25-55 11,800 9,2 0.72 425 HWC8(R,N)3609P12AI 36,000 28,500 35-65 HWC8(R,N)3609P18A7 36,800 28:500 - 25-55 l4VVC8(R,N)4809P18A.1 17,000 9:2 0.75 62S 4B 000 38,000 35-65 HWC8(R;N)6009PISA 1 60,000 47,500 80 45-75 HWC8(R,N)3609P24A1 36:000 28,500 25.55 �i HWC8(RN)4809P74A1 22,000 9.2 0.74 800 48.000 38;000 35-65 HWC8(R.N)6009P24.A'I 60,000 47,500 _ I 45-75 HWC8(R,N)4809P30A1 48,000 38,000 30-60 27,roo 912 0.68 800 HWC8(R,N)6009P30A1" 60,000 47,500 .__ _.. _ ....- ---- HWC9N22llP":2A1 22,000 20:500 95 25-55 1i.B00 11.0 0.70 400 MPIC9N3311P12A1 33.000 31,000 94 )5-65 Htn1C9N3371P19A1 33,000 .31,000 94 30-60 HW69N4411P78A1 17,000 77:0 '0,74 600 44.000 41,000 94 35.65 I HWC9N5517P78A1 ; 55,000 51.500 93 - 45-75 HWC9N3311P24A1 33.000 31.000 94 30-60 HWC9N4411P24A1 22,000 10,0 0.73 800 (I 44,000 41.000 94 35-65 HWC9N5511P24A1 55,000 51,500 93 45-75 ..._..._. H>r^JC9N4411P30A1 aa,000 41,gg0 94 3�5-65 27,600 -6.2 ? 0,68 800 N-JJC9N5511P30A1 55,000 51,500 . 93 45-75 OUTDOOR SOUND RATINGS ACCESSORIES Mortes 'Sound Rating(d[3 A.)-.. DeScrip- " Krt Nut`nbeY ., WherelUsed G{INCe'24 GSFL2A ?�+11>l£eve ti23+ '. HNfC8`3600P12A,'$A Wall Sleeve,Adapter Kit -A242 HWC8'4809PICtA ,5 Low F.mh�ent Kit AL(:L;ME?705} HWCE and NWC9 -..._..... m........ ..i HYJCB'6C09?t8A ........ ._.._._.. s1FR'J8 F Ite.' 24 pick) smp 1 HWCar3609P24.a __ --------- -P Kll AOXT842 ..�.._.._____........._ HWG8°48G9P<24A,3QA 80 HWC8 0"iv ' t)P.co'ative.F%te.'.'Iil Loover AIVR421': - HWC8`6009P2AA,600 i..P Kit AI_PKT243 t' HWC9N22712A. . ...._ ..._ -a ._... _- HWC90n{g ... 76 Oer):Mile Ex ersal LouvLr -ALI/R431 HWC9N 311P{2 -{iv�gN�snP{�a,za? NWC41,L4$37P18A,244:30ZONING 4 80 HWC9N5511Pi8A 26;,301'_: t' •g .W.. Descrip681 , 1Gt N`umber . Wher' Used - 0 1 Rd F.DP-1G RGP-12 All Hl>z+C'.s ................................._........................................__ ...__.............�..1 ...._......_........2 Zone P,r,el t•`N?Z ,..., rjs 5tabc BypSP2 M.%:reless Themestat r receiver tNT R. .. V, J .......... ..................... HWC8 BLOWER PERFORMANCE AIRFLOWS AND HEATING TEMPERATURE RISES AS A FUNCTION OF EXTERNAL STATIC PRESSURE 0.1 W.c. 0,2 w,c 0.3 w.c, 04 vo.c. Rise Mid Unit Indoor 11ower , Temp Temp Temp Temp p Model Ringe Rise Voltage (F*) (F*) Speed (V) SCFM Rise Scr:M Rise SCFM Rise SCFM Rise (F-) (FI) (FI) (F') 208 365 .9 340 53 315 N/A 1185 WA LOIN 230 425 42 405 44 380 47 51 208 44 40 415 43 390 46 365 49 HWC81 MED 25 55 40 R/N'240912A 1 I30 S35 35 485 37 455 39 430 42 --------------- ............................................................................................................................................................... 29 585 31 555 32 520 34 HIGH ...................................................-.......................................... ............................. --.......... 230 665 26 650 29 610 2.9 570 31 208 ZGS N/A 340 NIA 31.5 N/A 282 i N/A LOW 230 425 63 405 N/A 380 N/A 350 N/A, 208 445 £0 415 ES 390 WiA 365 i,1,,,A HWC8(R/N)3609121, 35 65 50 MrD ................ 230 515 52 485 55 455 59 430 I62 208 620 43 SOS 46 55S 48 520 52 HIGH' 230 1 605 1 39 650 41 610 44 570 47 208 480 NjA 465 i N 'A 450 N/A 4-15 N/A --OVj 230 610 44 590 45 565 47 535 T so HWCP,'R�N)3609I?3A 208 750 36 715 38 685 39 1 655 41 25 5zi -10 MED'_ 230 810 33 770 35 735 37 i 700 38 208 31 815 33 770 35 735 37 ............ .._........_._860.._.. ....................................................2.......................;.0..........-....................................... 2--0 880 30 8.35 34 7501 m ............. 208 480 N/A 4e5 N/A 450 N/A 435 N/A 10 59 590 I 61 565 63 535 HWC!3(R/N)480918A 35 65 so MED 208 750 48 715 50 685 1 52 655 55 735 700 S1 HVVC8(R/Nj180924A 810 44 7 230 70 46 49 4 4 7-,o 735 49 208 860 42 815 HIGH 230 880 41 835 43 790 45 750 48 708 480 IN/A 495 1 NIA 450 14/A 435 q/1, LOW 230 610 73 5190 NI'A 56S N/A 535 -N/A HWC8(R/-%)6,,0918A 209 750 60 715 E3 685 65 655 68 HWC8(,Wq)6009,-4A 210 810 55 770 58 735 61 3100 64 r. ..................................- ....................... ........................... ............................. .................................... .................... 200 860 52 615 I 55 770 58 735 61 HIGH 230 880 51 835 S4 790 57 750 60 IAP I(HEAT) 208 0,230 735 49 ,00 51 670 S& 640 sc, TAP 2(HEAT) 208 or 230 82S 43 795 45 770 45.....................745..................._48.._.......; ................................. ... .................... ........... .......... ......... H WC8(R/N)460930A 30 60 45 TAP 3(HEAT) 2080"230 Vs 40 865 I 41 340 43 810 44 TAP 4(COOL) 208 o;230 800 76$ 735 715 TAP 5(COO..,) 208 or 230 AAO 0 845 W', ...... _820 795 TAP I'HFAT) ;08 o,23C 735 61 7 0 0 64 670 67 640 70 TAP 2(HEAT) 208 or 230 825 54 795 11 SO 770 SO 745 60 H W EK k/,A)9 0 0 93 0 A 45 7b bO 'LAP 3(HEAT) 208o,230 895 sc 855 1 52 8110 Sx 810 55 TAP4i 20��, N,,'A:1).not OP018tll Ll.il in htlabrIg MOOc ljSil-,q th.5 tili,external P4essw..Cutsidc of A,shipped speed for Leafing operatic n. HWC9 BLOWER PERFORMANCE AIRFLOWS AND HEATING TEMPERATURE RISES AS A FUNCTION OF EXTERNAL STATIC PRESSURE 0.1`wc. 0,2' vi.c. j 0.3' w,c 0.4 Rise Kcl indoor Unit .................. Model Range Rise Blower Voltage Temp Temp Tem?no Temp (1:1) Speed (V) SCFM Rise SCFM Rise i SCFM Rise SCFM Rise (F') (F') (F�) ................... .................. TAP1(HEAT)- 208 or 230 455 42 415 46 385 50 355 54 .......... TAP 2(H-PJ) 268 Cr 2S0 sio 540 38 48 41) HWC9N2211P12A 25 55 40 TAII7 tKAI 2Q.2, "ezo 6--, 29 32. 77 � 4 2C or 270 C; 5 TAP 5(COOL; 208 c.230 35� TAP I(HEAT) 208 or 230 4 5 61 415 WA TAP 2(HEAT)- 208-230 570 so 540 535I0 56 485 69 HWC9N331IPI2A 35 65 5,0 TAP 3(HEAT' 101 Ir,,10 IES 11 25 45 591 41 175 50 1r SAP 4(COOL) 2M 2313 TAP._.,K:000 20P­230 E•,s,.' Alp, TAP I(HEAT)' 209 or 230 1 630 45 600 48 570 50 550 52 ]AP204EA.") 21a—230 77D 3' 39 7K, 40 GK 2 HW1_9N3311P18A 30 CC) 45 TAP Z(14cA!) 2�lr 230, 885 32 P SA 35 010 �.35. P.___ .......... ;wim_ 21,9�!_Z30 TAP,I(COOL) —s TAP (COOL) 13 --- 7-Z A- 206 ot 2 0 5$5 TAP I(HPAT) 208 r 2,M1. 1 630 G: i N, TAP 2(HEAT) 208o,230 770 50 740 52 715 54 690 56 ..........................................................................................................3. ......................................-.................................... ...........- HWC9N44)1:P18A 35 65 50 1'llf,3(H-PO208 cr 230 895 43 S.{,5 E30 4G slo A? 2,1A f 230 57�1 P$(C0,0) -SO 30 V,,F, 2 TAP 1(Huo) 208 230 s3c W', 607 H;h 57q Y;A 550 14/1, YAPZ(HtAl) 2t13,u Z30 ;'0 710 t�, 690 h&1 HWC9r45511P78A 45 7> 60 TAP 3(HEAT) 208o,230 gas 53 ass 55 830 57 CIO so ............ .......... .AP 4(COOL) 208 c.230 ry) Ap 6 Sas TAP I(HEAT)' 208 or 230 645 44 615 47 j $90 49 565 51 ............. ....................... ...........- .....................­.­.......................- ..................................... ..........................................................- ............ (f ILAI) 2QR or 230 78'J 3:' 52 `30 39 ;,1(, 40 HWC9N1,31IP2,4A 30 60 45 TAP 3(HE A:-) 2CF.zr 230 K_, 32 s7h 31 I 855 34 F35 31, (coo) 20P ............... "N .............. [AP I(H"r� 208u^230 qq 5"6 ") 5 56N!A TAP 2(HEAT)- 208 or 230 1 780 49 75$ 51 i 730 52 710 54 HWC9N441IP24A 35 55 50 3(HEA111) 2��of M g��. 45 a 11-5 j!j C45 'C' 753 T AP S(rnC.L) 208cr230 960 .............. .............------- ..................... ................. P, A"mL�,I) --f 230 N/A [5 t I"A C5 6? 7RO 7115 &3 'AP 7(H'.4:"` 2jE 23C ; H',1JC9NSE,IIP24A 45 CIO TAP 3(HEAT) 208 or 230 900 11 1111 14 ass ss ass 57 a 'AP (COOL) AP_;(I C;nt,'; Lima TAP I(,HCAT; CZ-270 M 7co 77 E 57 `40 eG TAP 2(HEAT) 208.,230 825 46 795 48 1 770 so 745 51 HWC9%,441IP3OA 35 - 85 ED 2fM 730 89e. 43 413 7 -35 208 'T. 0 L) iAll 4f;A1, w 2,10 7361 f,40 TPf EH 2U, 23,) 5- ?95 77? 6 HWC91,155flP30A 4$ %5 RO TAP 3(HEAT) 208-230 e95 53 ass 55 840 56 810 sa 20P 2r 250 K:r yO,Y lo, P.;;^133 880 N,/A;r)o not cpuatC u-nit m heaflg r-00 J510g fhi'n.Ovc,SPePlf at t.IS 0trraf Stat:C JIWC.ISWe Ol1tSf6e Of-OrAoeratkVri'.raPOe AS SNOI)O <.- UNIT DIMENSIONS /Line Voltage Box / Low Voltage > f 8 Supply 1-3/4 8 I 1/2 Gas inlet — 1'Iz 23/4 !— 13-3/8 r 1 16 8 ..............._. Supply Q Condensate Drain 1814 O i 2 y� 2 • 43-3/16Li I ' i Return j21h 22 1 ��— 6 3 27-7/8 — 291hc WALL SLEEVE DIMENSIONS 2 1� I 3 I 3 b °I1 ° 45 2 29 — - Mange may be aooembled 1" or 3 3/4" from front of oleeve i rte. rm ' dk �: t1 l::�. ,.•.i�.� �.,, i•:-: .ale:. ..:,.: -::..r,' .,I :hi...-e. ! .... ••l:... � .':...1;,'. INSTALLATION INSTRUCTIONS Wall Sleeve Kits CA239 and CA241 For Use With HW/HWC/EWC/PWC Series Magic-Pak Thru-the-Wall Unit AWARNING t � i. t '{•„ '` '?es ,Ik' pIm$erpsroorp�aelr�iinhjsutra�yl;loatriodne„aatldjuCsotmrisenJtt,a uvaliefe � -jn, usqd nga* nxroce�Qacw.a•.'n*+�,f'cc�aus?e,pX"r�xo�.p.s*e1rty d€,.�axrn'a`g?<+we`�t � lnstaller�or seer ce agency fp,TQrrnation or .i, .at.rTar.._��;r -,,.,a,� .�"•-- ,�- � •�aa .t.-air ..,fid,; �s,k � �..r��u �,a�-. .�� moi+ General Parts List The wall sleeve is designed to facilitate the installation of Magic-Pak units by providing an accurate opening during building construction.The use of a wall sleeve allows units. iMP1D° it O -3 to remain off-site until building construction approaches 1 Top Panel completion. 1 Bottom Panel; The wall sleeve is comprised of four assemblies 1 Right Side Panel ' (top, bottom, and right and left sides)which easily slip together on the job to form a rectangular box correctly 1_ :Left Side Pane_I sized to receive a Magic-Pak unit. 2 Squaring Braces When in place and securely fastened,the wall sleeve 1 Top Support Angie opening provides easy access to the finished wall perimeter for caulk sealing. 2 Side Support Angles _ The weatherseal caulking is easier to perform when the 24 (CA239) 3/8""86rews sleeve protrudes beyond the finished wall by 3/8"to 1". W (C,A241) _ ,. Inspection of Shipment 5 1/4"-14 x 3/4' Screws 5 1%4" Flat Washers If any damage to the contents of this kit is found at the time of delivery,proper notification should be made on the 1 Installation Instructions carrier's freight bill. Damage claims should be filed with the carrier at once.Claims of shortage should be filed with the manufacturer within 5 days. Manufactured By Allied Air Enterprises,Inc. A Lennox Intemational Inc.Company 215 Metropolitan Drive Columbia,SC 29170 *33030J007* #33030JO07 Save these instructions for future reference Page 1 r INSTALLATION 4. Attach the support angles to top and side panels using the#8 x 3/8"screws provided.Two sets of holes are Wall Sleeve Assembly provided in the panels for attaching the support angles. Use the row of holes nearest the front of the sleeve to To assemble the wall sleeve,refer to the following instruc- attach the support angles for 1"spacing or the second tions and Figure 1. set of holes for 3-3/4"spacing. 1. Slide top panel over side panels until retaining clips 5. Insert the five 1/4"-20 x 3/4"screws and washers into are engaged in slotted openings. the five holes found on the back edge of the top panel. These screws will be used later to attach the Magic- 2. Place side and top assembly down with the front Pak unit to the wall sleeve. flange against floor and slide bottom panel into side panel slip strips until tabs on bottom panels are locked 6. Caulk all seams where the bottom panel joins to the in place. side panels including the front corners of the bottom panel and the top of side panel slip joints. Caulk 3. Attach squaring braces to top and side panels using sealing is best accomplished after the wall sleeve is existing holes:(Do not remove braces until wall sleeve assembled but before it is placed in the wall opening. is secured to building.) Remaining final caulk sealing can be done just after Wall Sleeve Assembly Top Benet PIN 3302180+00 Top Support Angie PIN 330288000 Front of Sleeve V a Left Side Panel •e Squaring 4 Sraoes ° P/N 330248001 (CA239) PrN330488000 PSN 330248003(CA241) p e Right.Side Paned ° PfN 330248002(CA239) PIN 330248004(CA241) p e Side Support Angle P/N 330278000 -2 Sides Bottom Paries P/N 330268000 Page Figure 1 #33030J007 the sleeve is secured into the wall opening, if desired, RecessedS/eeves to avoid breaking the seal during handling. In some applications,where either the building walls are Further sealing against air infiltration must be done after very thick(over 16")or architectural design dictates, units the Magic-Pak unit is installed in the wall sleeve and utility can be recessed.Avoid recessing the wall sleeve if the connections have been completed (see Sealing/Weath- wall opening is required to be the same size as the wall erproofing Wall Sleeves section). sleeve opening. However,if the wall opening can be larger in vertical dimension than the wall sleeve so that the Wall Sleeve Installation bottom can rest on a sill that is at least 2"higher than the bottom of the wall opening, some recessing is permitted. The wall sleeve may be installed from either the inside or outside of the building. This sill should be recessed further than the sleeve by 3/8" to 1"to permit weatherseal caulking along the bottom edge The wall sleeve must be square in opening before without plugging the drain holes in the sleeve. securing sleeve to building.This is required to assure the Magic-Pak unit will slide into the sleeve. The top of the wall opening should be above the top of the wall sleeve by a dimension equal to or greater than the Some builders will attach the wall sleeve to the support amount of the recess in order to avoid restriction of the wall through the side support angles whether they are condenser discharge air. inserting the sleeve from the outside or the inside. Others will use the side angles simply as a locating "stop"to Sealing/Weatherproofing Wall Sleeves achieve the appropriate dimension while shooting fasten- ers through the sides of the wall sleeve into the supporting A high grade,non-hardening caulking compound approved wall. In either case,the wall sleeve must be fastened to for exterior use must be applied outside around the the supporting wall and not to the finished wall. perimeter of the wall sleeve and the finished wall. Caulk should also be applied around the sleeve's perimeter and The sleeve may extend farther than 1"beyond the finished the finished interior wall. wall, but reaching the perimeter of the opening from inside for sealing becomes increasingly difficult. In any case, Final sealing against air infiltration must be done after the adequate safety precautions must be considered to Magic-Pak unit is installed in the wall sleeve. For additional protect personnel. protection,the space between the unit and the wall sleeve should be sealed on all sides with a bead of sealant. Installing Wall Sleeve from Inside The most popular method of installing the wall sleeve is Wall Sleeve Dimensions (in.) from the inside of the building with the weather seal applied from the outside as the finish wall is applied. 1or33Y4 Installing Wall Sleeve from Outside. *15 or 12 Y4 2 —16--►j In many high-rise construction applications,contractors insert the wall sleeves from the outside while the wall is �— being constructed.The two-sided support angles should then be attached to the wall sleeve sides at a location that le will exceed the thickness of the outside finish wall by the recommended 3/8"to 1"dimension. A A=45(CA239) ;e 48(CA241) For example, if the supporting wall is concrete block with p pp g a i brick facing, there is usually a space between the block 2 l I and the brick.This space dimension must be added to the j width of the brick(plus 3/8"to 1")so that when the sleeve � �--29 is inserted into the block wall opening, u to the angles , P 9 //*-.4- and fastened to the block wall before the brick is installed, Flanges may be assembled the sleeve will protrude beyond the finished brick by 3/8" 1"or 33/V from this side of the sleeve to 1", as needed for caulk sealing. The same applies if the supporting wall is wood frame. Figure 2 One may insert the sleeve from the outside up to the angles located on each side,allowing for the thickness of sheathing,finish siding, and caulk sealing. #33030J007 Page 3 March 10, 2016 p. File No. 18.0171697.02 J i rS (`<�p 014 Ms. Linda O'Brien Kittredge Crossing Condominiums Association c/o Property Management of Andover 39R Farrwood Avenue, Clubhouse North Andover, Massachusetts 01845 Re: Limited Exterior Wall Evaluation ¢" Kittredge Crossing Condominiums North Andover, Massachusetts y„ rr � Dear Ms. O'Brien: In accordance with our agreement dated February 19, 2016, GZA GeoEnvironmental, Inc. (GZA) is pleased to submit this letter to the Kittredge Crossing Condominiums Association (Client), c/o Property Management of Andover (PMA), detailing observations made to the exterior of Buildings 180, 190, 200, and 210 located at Kittredge Crossing Condominiums (Site). This Letter is subject to the Limitations set forth in Attachment A and the Terms and Conditions of our agreement dated February 19, 2016. BACKGROUND GZA was contacted by Mr. Mike Hutchinson, property maintenance supervisor for PMA, to observe the exterior wall of a condominium unit located in Building 180. A portion of the exterior of the perimeter wall had been opened to allow for the installation of a new HVAC unit in a mechanical closet of the condominium unit. It was reported by PMA that future HVAC unit replacements would require similar construction and the relocation of one stud, thus creating one stud bay that would exceed 24-inches. Mr. Hutchinson requested that a GZA representative visit the property to observe the wallo opening. Subsequent uent to the Site visit, PMA asked GZA to offer an opinion on potential structural impacts due to the HVAC unit replacements on the Site Building. SCOPE OF SERVICES In addition to Site field observations, GZA reviewed building plans on file with the North Andover, Massachusetts Building Department in an attempt to identify potential structural issues that could result from the exterior wall alterations required by the HVAC repairs. OBSERVATIONS - GZA Engineer Matthew Steele visited the Site on December 11, 2015 to observe the opening in the wall of Building 180. Upon arrival, GZA observed an approximate 2.5-foot by 4-foot area of siding removed from the second floor, exterior of the Copyright©2016 GZA GeoEnvironmental,Inc. An Equal Opportunity Employer M/F/V/H ¢" March 10, 2016 Kittredge Crossing Condominiums 18.0171697.02 Page 12 building. An additional, approximately 24-inch by 24-inch area of exterior sheathing was removed, exposing the wall cavity, steel framing and fiberglass insulation. The steel framing appeared to be constructed with studs on 24-inch centers and a wide-flange beam was observed above the steel framing. Refer to the following Figure (Figure 1)showing the wall opening. - � " Bottom Flange of Wide Flange Beam j � 2x6 Steel Studs . 8'ENV TO a � rzs PQ Figure 1: Building 180 wall opening. It was reported that the original HVAC unit vent fit into a wall framed with 24-inch stud bays. However, the selected new unit will require a larger bay. Refer to the following Figure 2 for a photo of the existing HVAC wall vent. Existing HVAC F Vent t a , r ; fai Figure 2:Current HVAC wall vent. March 10, 2016 Kittredge Crossing Condominiums 18.0171697.02 Page 13 FILE REVIEW GZA Engineer Matthew Steele reviewed available plans at the Town of North Andover Building Department for the construction of the condominium buildings. Plans for Buildings 1 (180), 2 (210), 3 (200), and 4 (190) were located and reviewed. Plan sheets reviewed included floor plans, exterior and interior elevations, and structural plans. According to the plans, the exterior walls in the area near the HVAC vents at each building consist of clapboard siding with 5/8-inch gypsum sheathing and building paper over 6-inch, 18-gauge metal studs spaced at 24-inches on-center. The plan sections show the walls attached to wide flange beams, spanning above the HVAC opening, and concrete floors below the opening. The plans reviewed were stamped by a Professional Structural Engineer registered in the Commonwealth of Massachusetts on October 29, November 12, 2002, and February 3, 2003. Select applicable plan sheets are'attached as Attachment B. FINDINGS r d on GZA's field observations and review of the building construction plans on file with the Town of h Andover, it appears that the structural load for each building is carried by wide flange steel beams and mns, and that minimal load is transferred to the metal studs.The record building plans indicate that the wall on in the area of the HVAC vents consists of: pboard siding(4"and 8"exposure *See elevation), Cedar shake siding, andfinished wood trim (all horizontal d,trim to receive flashing on top)(exterior), 5/8-inch exterior gypsum sheathing and building paper on 6-inch auge metal studs @ 24-inch O.C. with R-19 fiberglass batt insulation and poly vapor barrier, with one layer of 5/8-inch gypsum wallboard." Field observations at the one location where the building framing at the HVAC vent was opened appeared consistent with the above description from.the record building construction plans for that exterior wall. Because the exterior wall in the area of the HVAC is not part of the beam and column structural framing, significant structural load is not carried by the metal studs in the exterior wall in the area of the HVAC vents. As such, impacts to the building structure are not expected if one stud bay width is increased by approximately one foot in the vicinity of the HVAC vents. Where metal studs spacing is increased for the HVAC vent repair,a track header should be added and the jambs should be a nested stud and track. We recommend that if future wall framing and building envelope alterations other than the subject minor modification for the HVAC vent repair are necessary, the alterations should be carried out and completed in accordance with the original contract drawings (or equivalent) and common current building practices. Wall alterations should be conducted in accordance with all local, state, and federal guidelines along with current common building practices. No comment on the adequacy of the original building design is expressed or implied in this letter. Note that GZA did not conduct a review of the original contract drawing structural design of the buildings and did not assess the adequacy or performance of the building structure or envelope design or specification. d March 10, 2016 Kittredge Crossing Condominiums 18.0171697.02 Page 14 CLOSING GZA appreciates the opportunity to present this letter of findings. We look forward to supporting your future project needs. Very truly yours, GZA GEOENVIRON MENTAL, INC. Matthew L.Steele Anders B. Bja nga d, P.E. Assistant Project Manager Consultant/Reviewer Frank S.Vetere, P.E. Associate Principal Attachments: Attachment A- Limitations Attachment B- Relevant Building Plan Sheets UO/ZJ/ZUlb 1Z : b6: 4U PM r"KI~ll U ChUltUh lf4U 1JAUL J UP J CERTIFICATE OF LIABILITY INSURANCE Fo 5/2D3/2016MM1DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dorothy A.Corlett.CIC.RPLU Fred C.Church,Inc. NAME: 41 Wellman Street PHONE978 3227231 FAX (978)454-1865 Lowell,MA 01851 AIC No): (800)225-1865 A DRIESS: dcorle[t@fredcchurch.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Harleysville Worcester Insurance Company 26182 INSURED INSURER 8: Harleysville Preferred Insurance Company 35696 Property Management of Andover,Inc INSURER C: P O Box 486 Andover,MA 01810 - INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 4 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSR POLICY NUMBER MM/DD/YYYY MMIDONYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100.000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5.000 B MPA90314U 12/31/2015 12/31/2016 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.000,000 POLICY PRO- ECT LOC $ AUTOMOBILE LIABILITYN LIMIT Ea acadent ANY AUTO BODILY INJURY(Per person) $ ALL OWN EDSCHEDULED Per accident)AUTOS AUTOS ( ) BODILY INJURY $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per a.,d.rl $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ j DED I I RETENTION $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY 11 A ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A VVC00000028085T 5/17/2016 5/17/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes.describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below T ...........-1 - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town of North Andover 120 Main Street NAndover.MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE client# Mst# Cert Holder# @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I� Vim/ G.3/GVlb 1G fib: �� Yl•1 I'!t!~.L l; I:riUICI:ri 11V1: - �lt3-���-1ob:J rHtlL. 1 yr � � Fred C. Church I N S U R A N C E Priviledged& Confidential To: Company: Fax Number: 19786864664 From: Dotsie Corlett Fax Number: Voice Number: Email Address: dcorlett@fredcchurch.com Date: May 23, 2016 Subject: Certificate of Insurance Total Pages: 3 Memo: HI Roseann As requested, attached is the certificate of insurance for the Town of N Andover. Please let me know if you need anything else. Regards Dotsie Dorothy A. Corlett, CIC, RPLU Commercial Team Leader FRED C. CHURCH, INC. Direct: 978-322-7231 Fax: 978-454-1865 Toll Free: 800-225-1865 x7231 www.fredcchurch.com<http://www.fredcchurch.com/> m p i CS 060938 &CORAN MA San&rs Rvad VA sot,Na 03051 Tqw� r r