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12 POPE ST - BUILDING INSPECTION (6) i `� ' � i � �0"7— 7/0 fa � ! �� *� , The Commonwealth of Massachusetts I �j � � Department of Public Safety i IT ` Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling ('I'his Section For Official Use Only) Building Permit Number: Date Applied: Building Official: � SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 12 poPE S-rR�i 4A-i.f.� Q51q�� SAtt�'1 d1E1(r4(T5 /}Ptl2TMf�� No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK - Edifion of MA State Code used�- . If New Construcfion check here O or check all that apply in the two rows below . Existing Building Repair❑ Alteration�[ Addition❑ Demolirion ❑ (Please fill out and submit Appendix 1)' I, Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes �$(� No ❑ � I Is an�Independent Structural Engineering Peer Review required? Yes ❑ No� Brief Description of Proposed Work:�NS'f792L WA'I.L /''bV/�7'�.� $D(,fM ylJf�7f„0 iQ)/L 5 vl<TFwn DN Sov7f1 WA2[_ A-5 DF.�vot�0 � Go,vnl��� '7v 1rv�4C �i�/T 7'D P2�NFs1-T 0�7'5i0� f��.2 /iv lv/i�./L • SECTION 3:COMPLETE THIS SECTION IF EX[STING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an ExisHng Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Pro osed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Y(� /�j �'J fl Total Area(sq.ft.)and Total Height(ft.) %��� ,)O6��/� SECTION 5:USE GROUP(Check as applicable) � A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educafional ❑ F: Facto F-1 ❑ F2❑ H: Hi h Hazazd H-1❑ H-2❑ H-3 ❑ H11❑ H-5❑ I: Institurional I-1 ❑ I-2❑ I3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use O and please describe below: Special Use: SECTION 6:CONSTRUCTION 1'YPE(Check as a plicable) IA ❑ IB ❑ - � IIA ❑ IIB ❑ IIIA � IQB ❑ IV ❑ VA O VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Peraut: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: � A trench will not be Licensed Disposal Site� Public� Check if outside Flood Zone❑ Indicate municipal� required�or trench or specffy: � Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ Railroad right-of-111w���a,,,y: Hazdrds to Air Navigarion: MA�liistoric Commission Review Process Not Applicable� Is Structure within airport approach area? Is their review completed�/� or Consent to Build enclosed❑ Yes� or No ' Yes❑ No O SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Editlon of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Sfipulations: �V �I p1 I i � ` ` � SECfION 9: PROPER`TY OWNER AUTHORIZATION ;. Name and Address of Property Owner �� � S�Ih �Fi(�Csit73 PR-ESGJzv4nv�1 t�55oG..�.P. iZ PoPr ST- `',v�9�M M� !9�',PS Name(Print) � $`�� No.and Street r City/Town Zip Property Owner Contact tnformahon C'�,�{(�QA) ���O� � . �� c� � qL� Y -�3� G�-�-G33y SSa�bo�a�n�esev✓a-�' hudS,� Title Telephone No.(business) Telephone No. (ce�l) e-meil a ress , � � L� If applicable,the property owner hereby authorizes . � - � S� �F F� !� z rvw,.� sr.�,�-3o zT B�,Etov� � D4�� , Name . S ttree Address City/Town State Zip to act on the ro ownei's behalf,in all matters relatrve to work authorized b Htis buildin ernut a lication. _ _. _ __ _ _ _ _ _. _ . _ ' " ' . " SECI'ION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) -` buildin- �is less than:35,000 cu.fE.-of enclosed"- ace and or not unde�Conshucfion Conirol then�check here� 'and sld Section 10.1 101'Re ' tered Pcofessional Res nsible for Construction Control ' Name(Registrant) Telephone No. e-maIl address Regislrahion Number � IStreet Address � . City/Town State Zip Discipline E�cpirationDate � 103 Genetal`.Contractor ��'�" `7f}11F7 �E2b`� �-�--L ,� Company Name � M�L�A�. DvNn� Name of Person Responsible for Construction License No. and Type if Applicable 2 �NN � �vf1�.# (9--3�2T 3u��F.Fa,2d, ,hE O�oos Street Address City/Town State Zip �D -]�-blib 2O7 =1ro -61IL� MiLtc@Sk�FTNk-G-lo�-t Tele hoire No. usiness Tele hone No. cell e-mail address � ' . . _. . ... . . .._ . . ._ . . . . .. . . . . . . . . . . . . . . ���$ECTION�11:�WORKERS':COMPENSATION INSURANCE AFFIDAVIT M.G.L.�c.152'. �I25C 6 � �- A Workers'Compensation Insu�ance Affidavit from the MA Department of Industrial Accidents must be complebed and submitted with this applicatioa Failure to pmvide this affidavit will result in the denial of the issuance of the building pemvt. Is a si ed Affidavit submitted with this a lication7 Yes No � � 'SECTION 12•CONSTRUCTION COSTS AND:PERMIT'FEE ` Item Estimated Costs:(Labor� � and MateriaLs) Total Construction Cost(from Item 6)_$ �3s��� � 1.Building $ I2g 66$ Building Permit Fee=Total Construcflon Cost x e���(Insert here Z E�ecM�al � appropriate municipal factor)_$�,49 S .p(, 3.Plumbing � $ � . /�eQn�� �, 4.Mectu�nical (HVAC� $ 6 2 S� -.Note:Min�a�v fee=$ 5-� (contact municipality) � 5.Mechanical Other - $ � Enclose check payable to � (,5,0�,� � 6.Total Cost $ �3 S 9 1 S„� �(contact municipality)and write check number here I ... :.. . _:. , __ , . , .:, �..:>_ SEC1'ION 13:SIGNATURE OF BUILDING PERMTf APPLICANT By entering my below,I hereby attest under the pains and penalties of petjury that all of the informatiom m�tained in this appli tion is e an accuraEe to the best of my knowledge and understanding. MIGFfA-�i�— �t/NN MF.�1QFJL �_�io_ 6��6 . i6�2 Pl ase p sign neme . Title �Telephone o. Date _ y MA�JN S I S�IT� �!i�-3'oZT l3�Od F�v2D �j�_ b 5 Street Address � City/Town. Stabe ip � 'Miuucipal Inspectot M fill out this section upon applicaHon apprwal; r ✓ '� / '' Name _ Date Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit , application. Checklist for Construction Documents*. II Mark"x"where a licable '� No. Item Submitted Incom lete Not Re uired 1 Architectural � 2 Foundation � I 3 Structural X I 4 Fire Su ression 5 Fire Alazm ma re uire re eaters 6 HVAC 7 Electrical ' 8 Plumbin include local connections . 9 Gas Natural,Pro ane,Medical or other 10 Surve ed Site Plan Urilifies,Wetland,etc. 11 S ecificarions 12 Structural Peer Review 13 � Structural Tests&Ins ecfions Pro am - 14 Fire Protection Narrative Re ort 15 Existin Buildin Surve /Invesri ation . .. 16 Ener Conservation Re ort 17 Architectural Access Review 521 CMR 18 Workers Com ensaHon Insurance - 19 Hazardous Material MiH arion Documentation 20 Other S eci SOIi� SFIOP 21 Other S eci 22 Other S ecif *Areas of Design or ConstrucHon for which plans aze not complete at the time of applicaHon submittal must be idenfified herein.Work so identified must not be commenced until this applicaflon has been amended and the proposed construcHon document amendment has been approved by the authority having jurisdiction.Work stazted prior to approval may be subjected to Mple the original permit fee• Registered Professional Contact Information �osEPN �1. I�c5vaE. P„E 2o'7-lb'1 - 4 0 7t,�n5vlta�LL-F,.iG.con.� �44v24o Name(Registrant) Telephone No. e-mail address Registration Number 6 Q SME.E� ST+t �o�Tt�1w� A1E BI�, crn„n��u�, l0 30 �z Street Address City/Town . State Zip Discipline Expiration Date Name(Registrant) . Telephone No. e-mail address Registrafion Number Street Address Ci /Town State Zi Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State Zi Discipline Expiration Date � � �' f ' • CITY OF SALE�tii, �'L�SS.�CHL?SETTS BtiII.DL�IG DEP�R'I'���iT .• ' N• 1?O W�SHTNGTON$TREET, 3"FLOOR '� �� � ' T'EL (978) 745-9595 I Enx(978) 7�10-9&16 ��tgFRi RY DRISCOLL i�iriYOR THoaus ST.P�etes DIRECTOR OF PL'BLIC PROPEATY/BI:IIDi.*1G C0�4�RSSIOtiEA Workers' Compensation lnsurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlicant (nformation Plcase Print Leeibiv Vame teU3�M�o��,n��rioNi�����a�i�: S�11FT E�JE26y �LLC AJdrass: 2 MAi", S�, S�iT� �ti�-3o2T City/State/Zip: B�DDE�ORA� ME t��f-oUS Phone ll: 2d� -� ip - 611 6 Arc you ao employer?C6eck the appropriate box: Type of project(required): I. 1 am a cmployer with 3 4. 0 1 am a gencrsl contracwr and 1 employees(full and/or pact-time).• have hired the sub-contractocs 6. ❑New conntrucdon 2.Q 1 am a sole proprietor or partneo- listed on�he attached xheet.� �• �Remadeling ship and have no employecs These su�contractors have $. �Demolition working for me in any capacity. Workers'comp. insurnnce. g, �Building addidon [No work�rs comp. insurance S. � We are a corporution and its �O.Q Elecaical repairs or additions requireJ.] o�cers have exeroixed theu 3.0 I am a homeowncr doing all work right of exemption per MGL 1 l.�Plumbing repairs or additions myself. [No workers'comp. c. 152,§I(4),and we have no �2,[� Roof repairs insurancerequired.J t �mployrca. [i�'o workers' 13.�0��$ipl/J(r-$�1A2 comp. insuranrx required.) •Any nppliaW�hat chMce bot pl muct alau!ll uut Ihe xclion below showing their workpa'epmpensa�ion policy in(ormadoo. �I�(�u�xown,�n wlw suMnit thif a�davit indicUing thcy are doing nll woAc�nd Nrn hi�e oul8ide taltracWr6 musl s�6mit a MW afiJavit i�idling suck =C.�mexxon iho�c6eck�his box must anached an aJdi�iwial xhae�xhowing�he nome of�he sub�eontrac�ora and their wohers'comp.policy infomuNoa. /am aa einployer rhat Is providJng workers'romprnsa�fon Insurance jor my emp(oyers. Below ts the pollcy ond Job sUa injoimaJiaa InsuranceCompanyVame:_�EfJ�IFSS �����^�� �MPAN`7 PolicyHurSeif-ins. Lic.q: WL�O$639� ExpirationDatec �}I2�"��V�2 ' Job Sire Address:�E S y S/t1.fM f MA Ciry/State/Zip: ,����� Attacb a capy ot t6e workera'compensation poliey deciaration page(s6owing the poticy numbar aad expiratlon date). Failure to secuce covernge as required unJer Section 25A oFMGL c. 152 can lead to the imposieion of criminalpenaltiea of a fine up to S I,500.00 and/or one-year imprisonment,as wcll as civil penalties in tha form of e STOP WORK ORDER and a fiae of up to 5250.00 a day against the violator. 13e advi.u�d thnt a copy of this statement may M:forwarded to the Office of Inve��iguiiuns of the DIA for � urance coverage verification. /do hereby ce 'y axaer t u! s uud pena/tles njperjury that the iajormurion pravidrJ abave Is trae uird corrrct . i�n t�re• Date: g' �� / 2 a „ � 2b - -6� � 6 O�crat u e only. �o aot wiitt in lhis a�ea,(o be cumpleled by city or rown oJjlcinl City or Tuwn: _ PermiU[,icenye q Issuing Authority(circle one): I. !3u•rrd of Heulth 2.BuildinL Dep•rrtment 3.Cityllown Cierk 4. Electrical lnspector 5. Plumbing[nspector 6.Other Conlact Person: _____`_ Phane#: '�,.s. � �Q CERTIFI�ATE OF LIABILITY INSURANCE °"�,M�°°""""' M i2/zo/zoii PNODUCER Zp7,p83.1486 FAX 207.283.4256 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION P&C Insurance . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 260 Maia St. • ' ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. � P.O. Box 356 Biddeford, ME 04005 INSURERS APFORDING COVERAGE NNC# INSURED Shift Energy, LLC. INSURERA: N2t}lE11d11HS Iasurance Company 24171 2 Main Street Suite 17-302T wsuaeae: peerless Insurance Company 24198 Bidde£ord, ME 04005 INSURERC: LlOj�(I's of London 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 W ITH 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 CON DITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOW N MAY HAVE BEEN REDUCED BV PAID CLAIMS. li INSR D' rypE OF INSUHANCE POLICV NUMBEfi POLICY EFFECTVE POLICY EXPIRATON LIMITS � GENERALLIABILITV CBP7086492 O��Z�IZ011 O�IZ�IZO12 EACHOCCURRENCE $ L�OOO�OOO $ COMMERCIALGENERALLIABILITV DAMAGETORENTEO $ SOO�OOO CLAIMS MADE g❑OCCUR MED EXP(Any one person) E 5,000 A PERSONAL 8 A�V INJURV $ 1�OOO�OOO GENERAL AGGREGATE 8 Z�OOO�OOO GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ Z�QOO�OOO POLICY PR� LOC � JECT AUTOMOBILELIABILITY CBP7086492 O��Z�/Z011 O�IZ�IZOlI COMBINEOSINGLELIMIT ANVAUTO (Eaawitlent) $ 1,000,000 All OW NED AUTOS BODILVINJURV $ SCHEDULED AUTOS (Per person) A $ HIREDAUTOS � BODILVINJURV $ R NON-0WNEDAUTOS (Peraccident) PROPERTVDAMAGE $ (Peraccitlent) GAFiAGELIABILITY AUTOONLY-EAACqDENT $ ANYAl1T0 OTHERTHAN EAACC $ AUTOONLY: qGG $ EXCESSNMBHELLALIABILITV CU8864645 O7/2'J�2O11 O�IZ7/ZOSZ EACHOCCURRENCE $ Z�OOO�OOO OCWR �CLAIMS MADE . AG6REGATE $ 1�OOO�OOO � B $ OEDUCTIBLE $ X RETENTION $ ZO�OO $ WORKEFSCOMPENSATIONAND WC7086399 Q�/2��2011 ���2��201$ WCSTATU- OTH- EMPLOVEflS'LIABILIiY B ANV PROPRIETOR/PARTNERIEXECUT7VE E.L EACH ACCI�ENT $ S�OOO�OOO OFFICEfLMEMBER EXCLU�EO? E.L.DISEASE-EA EMPLOVE $ 1�OOO�OOO I(yes,tlascnbe untler � ' SPECIALPROVISIONSbelow E.L.DISEASE-POLICYLIMIT $ 1 OOO�OOO OiHEa � � TBD 09/21/2011 09/21/2012 $500,000/$500,000 rofessional Liability C DESCNIPTON OF OPENATONS/IOCATONS/VEHICLES/E%CLUSIONS A�DED BY ENDORSEMENT/SPECIAL PROVISIONS roject: 12 Pope Street, Salem, MA s respects, certificate holder and Preservation Rousing Management, Inc., Housing Investments Inc., nd Preservation of Affordable ftousing, Inc. LLC are additional insured when required by contract, greement or permit. CERTIFICATE HOLDER CANCELLATION . SHOULD ANV OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFONE TXE E%PIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVON TO MAIL � 1 O DAVS WHITfEN NOTCE TO THE CERTIFICATE HOLDER NAMED T07HE LEFT, I Salem Heights Preservation ASSOC18tB5� LP BUTFAILUHETOMAIISUCHNOTICESHALLIMPOSENOOBLIGATIONORLIABILITY AO COUlt St� SU1tiC �OO OFANVKINDUPONTMEINSUHER,ITSAGENTSORREPRESENTATIVES. BOStOII� MH 02108 AUTHOFiIZEDREPNESENTATIVE Joshua Fearon ACORD 25(2001/08) OOACORD CORPORATION 1988 Pf1F nraafa�l �uith nrifFactnni 4rial varcinn �nnnnni nrlffartnry cnm � ENE�CONCEPT TECHNOLOGES � FACE OF SUB-RAIL: (2)4" DEEP x 18GA. EXIST. BRICK 1 �-0-���(V.I.F.) DRILL ��s�'� HOLE IN TRACKS W/2" LEGS MIN. BACK TO 2 18GA. TRACK AND BACK W/THE FOLLOWING MIN.� DRILL ��6°0 HOLE IN MATERIAL & SECTION FROPERTIES: 35�� � 5�� 35�� 35" yyR�HILTI �DHESIVELED LIGHT GAUGE STEEL YEILD STRENGTH 8 8 8 I g � Fy=50ksi; SECTION MODULAS REMOVE BRICKS AS Sx=0.302 in3 (EA.)(x 2+0.604 in3); ��•�•F•) (V.I.F.) REQ'D. TO INSTALL MOMENT OF INERTIA Ix=0.766 in4 ANCHORS AND (EA.)(x2=1.532 in4). THE COATING , i RE-BRICK TO MATCH SYSTEM, GALVANNEAL, POWDER � � WEATHERTIGHT (TYP) COATING, ETC. TO PROTECT THE � � STEEL FROM CORROSION SHALL BE i i EXIST. 35/g LT. GA. o� DESIGNED BY ENERCONCEPT ' ' STUDS � 16"O.C. � � TECHNOIOGES (TYP) i 5„ i (V.I.F.) � > '�,�', 3'•o"o.c. �� 1 �� i 8 i EXIST. L3x3x16GA. � d � ; � POUR STOP (V.I.F.) o � � i S2 � i EXIST. 3" THICK (MIN.) o � � � CONC. SLAB (V.I.F.)(TYP) � ------� _J I O�� H li � � FASTEN HAT Z ,� } CHANNELS AND RAILS TO � o ~ SUB-RAIL PER ' _ � � � ENERCONCEPT � � � � (TYP) , � r I 5�» EXIST. STEEL 4 3" MIN BEAM ' (V.I.F.) EMBED. � (2)�"� .(,436 THREADED ROD)(HOT DIPPED GALVANIZED OR STAINLESS STEEL)x3" EMBEDMENT HILTI HIT-RE 500. EPDXY ADHESIVE , ANCHORS AT EACH FLOOR AND ROOF (IF CONC. SLAB-V.I.F.). ���a�� PROVIDE NUTS AND WASHERS ON BOTH SIDES OF THE FLANGE/LEG �►�P�,TH OF Mq s�� OF THE SUB RAIL AS SHOWN. BORE/COUNTERSINK THE INSIDE NUT ' �o�� 9�y� INTO THE EXISTING BRICK AND GROUT AROUND THE NUT TO SEAL �� JOSEPHH. mt BRICK FACE PRIOR TO INSTALLING SUB RAIL. PROVIDE ADDITIONAL o LEASURE :� NEOPRENE WASHER BENEATH EXTERIOR WASHER TO SEAL BOLT HOLE ' � STRUCTURAL " WEATHERTIGHT (TYP) N�.48240 � A SECTION (TYPICAL SUB-RAIL CONNECTION TO BUILDI G) ,►�F�SONALEH�' �� 1 3�� = 1�_��� ►s��vo zmz-mz designed by JHL SALEM HEIGHTS-SOLAR HOT AIR SYSTEM L & L STRUCTU AL drawn by: AKB ENGINEERING SERV ES INC. ' checked by. JHL SALEM, MA. SOUTHSP RTLAND, MAINE 041' 6 scale: qS NOTED SUB—RAIL CONN. TO BUILDING I I PHONE: (207) 767-4830 FA%: (207) 799-5432 date: 4-17-12 SECTIONS AND DETAILS S-1 -- � � • 18 GA. 4" 18 . � � � (2)�i'a�� ANCHORS ' (SEE SECTION ON DWG. S1) � \ N '- � � . \ — � N N � \ SUB-RAIL � (SEE SECTION � ON DWG. S1) I� FACE OF EXIST. BRICK �s���� ►►�P�SH OF Mq�� . , go�,�1a sq`` cy ♦ G � JOSEPH H. N�` � LEqSURE -+C STRUCTURAL "� NO. a8240 6 SECTION � ��,c��'FGI�TEa � �.`�� p `SS�� iU` NONE ►� ldpL E S1 Pv�.v zo,z-o,z designed by. JHL SALEM HEIGHTS—SOLAR HOT AIR SYSTEM L & L STR CT AL drawn by: AKB ENGINEERING SE VICE , INC: checked b . SALEM, MA. 51% Q STREET y JHL SOUTH PORi�AND, MAINE 6 scale: AS NOTED SUB—RAIL CONN. TO BUILDING I ' PHONE: (207) �e�-ae3o FAX: (207) 799-5432 date: 4-17-12 SECTIONS AND DETAILS S-2 , Existing hood � - relocated for summer by-pass New mixing box Spiral duct 40"� . with 2 motorized painted black dampers 40"x40" Existing Unit Duc[trensition 40" 11400 cfm to 96"x36" Lubi Collector See elevation view Partial plan view Scale:�6'=1'-0" Project Drawn by : C. Robert Salem Heights o Note: Verified : Frensois Brizard ing. Tit�e �; 3 18/04/2012C0.oben Fo,a,p.�,a� - Before starting any work, the Contractor shall verify all dimensions File no : i1-40084Li-REV-3 •m � 03i��i�o�=�AoeeR °°���^�«�_���^ Plan view � ' „i,�izo11CRobert °o�"ao�°�°� �� � �--� and measures on site. Sheet : 1 of 6 "° w�e e oe:�.m�m� For rmac�l s�r aie �I Tolerances I Material Comment EiVER NCEPT - All flashing material will be provided by the installer. iixi� indicated - Date : 18/04/2012 � - TECHNOLOGIES rne mio�mano�m�oamea���m�:aera�a�e m.o�oae��y m e�e.�o��eo�*:m�oma�e:m�.aep�oa�am���wnme o.���a,n or m��:d,awma��o�on�e�oea.�mo�o w��ne�ve.m�smo.m mii e�e.�o��eue re�n�ome�e:����. , � . . 30�_Q,� .. 4 i8�-Z�Z� Opening 96"x36" 11400 cfm 'v U bar 8" U bar 8" � ❑ � � � � � � � � � � U ba r 8 3/4' 4 a � - � � � � U bar 8%4' � ❑ ❑ � ❑ ❑ ❑ ❑ � ❑ � � ❑ U bar 8" � ❑ ❑' � � � � � � � Elevation view Scale:�'is�=1�_�° Project Drawn by : C. Robert Salem Heights o Note: Verified : Frensois Brizard ing. Title �'" 3 18/04/30IIC Robert ForApp�wal � - Before starting any work, the Contractor shall verify all dimensions File no : 11-40084Li-REV-3 y � onioinoiicaocerc w.m�.o-�«ro� Elevation view � � 13,==,��=�CRoeeR F��^���wa� ---- - and measures on site. Sheet : 2 of 6 �� °ae e �e""P`�� Fo� �mac�I s�� aie �I Tolerar nces�l Material rComment E�E NCEPT - All flashing material will be provided by the installer. 11x17 indicated I - Date : 18/04/2012 � - TECHNOLOGIES T�e Informatlom m�calneE In this d¢ign are tbe pmperty of Enermnrept TecM1nologies inc.Fepmtluction in wAole or in patt of tAis drawing Is proM1lbiteE wlcM1w[wriaen perminion.�2011 Enerconcepc Technologies inc. � Position upper flashing � ' of collector below � I existing falshing drop. I / Top flashing� � I Screws 10-16 x 3/4' U bar 8" Horizontal '� (typ.) intermediate ; Fasteners to extrusion (between � Extruded snap existing wall by every Lubi panel) ; cover Vertical extruded others. � ihat bar U bar 4" (refer to � Lubi Panel New vertical black—� structurel drawings) U bar 4" (refer to � Wall cladding structurel drawings) Fasteners to existing Existing Wall wall by others I Screws 10-16 x%4' ; ItYP•) � � ; Extruded-- I snap cover � � � U bar 4" (refer to.-- Lubi panel ' structurel drewings) � I Vertical extruded � ; New vertical black � hat bar I wall cladding 1 I Spacing clip 4" J ; Vertical extruded ; hat bar Existing Wall � Lubi Panel Fasteners to existing wall by others New vertical black — - Extruded-- wall cladding snap cover U bar 8" �� V Trim I I � ; Drip Flashing-- � ; Screws 10-16 x 3/4' (typ.) I Perforete U bar and Flashing ' ('/a'fb holes) @ 24" c/c Project Drawn by : C. Robert Salem Heights o Note: Verified : Fran�ois Brizard ing. Tit�e ; 3 �a,o<�zo�z�aoeen Fo,APo,o.a� - Before starting any work, the Contractor shall verify all dimensions FI�E Il0 : 11-40084LI-REV-3 •y � o3roi�zoizcnonen Fo.ca��a.�aro� �Elevation section � ' "�1zi301C"°"e^ `°`"°0'°°a' �'— y and measures on site. Sheet : 3 of 6 "� °"e e °""°"�� Fo� �mat�l s�r ale ,I Tolerances I Material rComment E� NCEPT - All flashing material will be provided by the installer. 11x17 indicated - Date : 18/04/2012 � - TECHNOLOGlES rne mro.m,omn m�oxmee��m;:des�a�a�e me p,opem or eoe.cooaeo�Te�nnoma�e:mc.aeo�oaoainn�n.nme or���oarc of m��:a.aw��g;,p,onronea w�mo�a wrine�oerm�ssio�.�zoii enerconaepo re�noom giez'm�. / Existing Wall Fasteners to existing Existing Wall Fasteners to existing Existing Wall wall by others. wall by others. New vertyical black Fasteners to existing wall New vertical black wall cladding by others. wall cladding � U bar4" (referto structurel drawings) New vertical black wall cladding �-Spacing Screws 10-16 x%4' (typ.) Clip 4" U bar 8%4' Vertical U bar 8%4' extruded hat bar Lubi Panel Lubi Panel � � Lubi Panel � Screws 10-16 x%4' (typ.) Screws 10-16 x%4" (typ.) Gasket � _� Gasket Side Flashing Extruded snap cover Side Flashing Project Drawn by : C. Robert Salem Heights o Note: Verified : Fren�ois Brizard ing. Titie �; 3 �a,�;�o�z�aoee,� Fo,ao„o�a� - Before starting any work, the Contractor shall verify all dimensions File no : 11-40084Li-REV-3 .v = 03io�no��� aoeen Fo.<o�,�,�«�a� Plan section � � 13/12/3011C Robert Fo,aop,Wa� _---- - r and measures on site. Sheet : 4 of 6 "° oa�e e oe:�no��a� Fo r r m a t�I s�r a i e �I Tolera r n c e s�l Material Comment E�IER ONCEPT - All flashing material will be provided bythe installer. 11x17 indicated I - oate : 18/04/2012 � - TE C H N O L O G/E S rne��ro,mnroo�o�camee���m��:ee:�go a.e me p�ooerzy or e�e��o��ep�rem�oma�e:���.aep�oa�<mo���wnoie o,,,,p,n or m�:e�awme�:p�on�eaea w�mo��wnne�pe.m�::�o�.m zoii e�e�<o��epc rem�omg�e:m�. Existing hood . relocated for � summer by-pass New mixing box Spiral duc[40"0 with 2 motorized painted black dampers 40"x40" Existing Unit Duct trensition 40" 11400 cfm to 96"x36" Lubi Collector See elevation view Partial plan view Scale:�/is�=1�_Q�� Project Drewn by : C. Robert ,� Salem Heights o Note: Verified : Fren�ois Brizard ing. Title ; 3 18/04/2012C.Roberc Fo.Ap,.�,a� - Before starting any work, the Contractor shall verify all dimensions Fl�e f10 : 11-40084LI-REV-3 •y � oaioinoizcrsooe,� Fo.co�.o-��no� Plan view � = 13,=�,2011Cfloeert F��AP�«=� ---- L �---- and measures on site. Sheet : 1 of 6 "° oaae e oe,mwo� Format Scale Tolerances Material Comment EIVER ONCEPT - All flashing material will be provided by the installer. iixi� I indicated I��I - Date : 18/04/2012 � - TECHNOLOGIES The informatiom m�laineE In�his Gezign are tM1e pmperty of Enermncepc Technologiez inc RepmEuction in whole or in patl of IM1'¢Erawing is pmM1iblred witM1ou�wri¢en Oermissioa 0 2011 Enermnce0�Technologies inc. � 30'-0" _ 4 �8�-z�Z� Opening 96"x36"11400 cfm 'v U bar 8" U bar S" � � � � � � � � o ❑ ❑ ❑ 0 U bar8%a, m � ❑ ❑ ❑ I—I U bar 8%4' � ❑ � � � � � � � ❑ ❑� ❑ ❑ U bar 8" � ❑ ❑ ❑ � ❑ � � � � � Elevation view Scale:�6'=1'-0" Project Drawn by : C. Robert Salem Heights o Note: Verified : Fransois Brizard ing. Titie ; 3 �a,oa,zo���.aoeeR Fo�aoo�o.a� - Before starting any work, the Contractor shall verify all dimensions File no : 11-40084Li-REV-3 •a, � �3��=������.Roeert F�«�^�«�°°��^ Elevation view � � 13,�=,����CRoeert F��^�����_� -�-- � --� and measures on site. Sheet : 2 of 6 rvo oa�e e oe:�no��o� Format Scale Tolerances Material comment E N EPT - All flashing material will be provided by the installer. ��xv I indicated I��I - Date : 18/04/2012 r - T E C N N O L O GIES me���m�m.��o�<o�va��.e m rn�:de:�g�„e me o�oae�w or e�e��o�ceoo.e�n„oio¢�e:��o�.nep.oe��oo���wnme o����pan or m�,a.aw��¢-�:p�on��n¢Qa w�enom wnne�ce.m�::�o�.a zau eo.«o��ep�.em�oiog�e:-���. � Position upper flashing of collector below I existing falshing drop. ' / Top flashing� � I � Screwsl0-16x3/4' Ubar8 Horizontal � � �� I (typ,) intermediate ; Fasteners to extrusion (between � Extruded snap existing wall by every Lubi panel) ; cover Vertical extruded others. � i hat bar U bar 4" (refer to -- ; Lubi Panel New vertical black� structurel drawings) I U bar 4" (refer to -- Wall cladding structural drewings) Fasteners to existing Existing Wall wall by others � Screws 10-16 x 3/4" �tYP•) Extruded � snap cover U bar4" (referto � Lubi panel ' structurel drewings) Vertical extruded New vertical black - hat bar wall cladding Vertical extruded Spacing clip 4" ; hat bar Existing Wall � ; Lubi Panel Fasteners to existing I wall by others - New vertical black Extruded� wall cladding ; snap cover U bar 8" � � � � V Trim I � � � ; Drip Flashing� � ; Screws 10-16 x%4' (typ.) I Perforate U bar and Flashing (i/a'� holes) @ 24" c/c Project Drawn by : C. Robert �Salem Heights o Note: Verified : Fra�sois Brizard ing. rit�e '^ 3 1B/06/2011C.Pobert Fo,Aoo.wa� - Before starting any work, the Contractor shall verify all dimensions File no : 11-40084Li-REV-3 v � 03i��������.Poeert F�«^�«°�°°^ Elevation section � ' "�"�201CPobert `°`"°0`°"'' '�— � ---- and measures on site. Sheet : 3 of 6 "� °"` e �""°"�� Format scale ro�erances nnaterial � comment ENER ONCEPT � - All flashing material will be provided by the installer. 11x1� I in dicated I��I - Date : 18/04/2012 � - T E C H N O L O G I E S The"mformanan wntained in�hls Eesign are the property of Enermncept iecM1nologies'mc PepmEuction in wM1ale m in part of[M1is tlrawing iz pmhibiteE wi[M1out wntten perminlon.B 2011 Enermncep[TecM1nologies inc. l Existing Wall Fasteners to existing Existing Wall Fasteners to existing Existing Wall wall by others. wall by others. New vertyical black Fasteners to existing wall New vertical black wall cladding by others. wall cladding � U bar 4" (refer to structurel drawings) New vertical black wall cladding �—Spaci ng Screws 10-16 x%4' (typ.) Clip 4" U bar83/a" Vertical U bar8%4" extruded hat bar Lubi Panel Lubi Panel Lubi Panel Screws 10-16 x 3/4' (typ.) � � � Screws 10-16 x%4' (typ.) Gasket 1 _� Gasket Side Flashing E�ruded snap cover Side Flashing Project Drawn by : C. Robert �Salem Heights o Note: Verified : Fransois Brizard ing. Title �'" 3 18/OE/2012C.Foben Fo,aoa�e�a� - Before starting any work, the Contractor shall verify all dimensions file no : 11-40084Li-REV-3 y � os�ovmizc.nonen ca,co�:n�ao� �Plan seCtion � = 13,==,=�__�Poeef1 F��^�����a� ---- -v and measures on site. Sheet : 4 of 6 "� °"` e �"`"°"�" Format Scale Tolerances Material Comment E N EPT - All flashing material will be provided by the installer. iixi� I indicated I��I - Date : 18/04/2012 � - TECHNOLOGIES TM1e Informatlom m�calneE In�Mz design are cM1e propertV e�Enermnrept TecM1nologles inc.fle0�otluction In whole ar In patl of�M1ls Erawing is proM1lbiteE witM1out wrlcten perminlon�20ll Enermncepc TecM1nologies Nc. _ — � , ENERCONCEPT TECHNOLOGES � FACE OF SUB-RAIL: (2)4" DEEP x 18GA. EXIST. BRICK 1 '-0���(V.I.F.) DRILL �/a"� HOLE IN TRACKS W/2" LEGS MIN. BACK TO 2 18GA. TRACK AND BACK W/THE FOLLOWING MIN. ' DRILL ��fi'� HOLE W MATERIAL & SECTION PROPERTIES: 5�� rj�� BRICK TO BE SEALED LIGHT GAUGE STEEL YEILD STRENGTH 3H � S I 38�� I 3g�� W/HILTI ADHESNE. F —50ksi; SECTION MODULAS REMOVE BRICKS AS Y (V.I.F.) ��•�•F�) REQ'D. TO INSTALL Sx=0.302 in3 (EA.)(x 2+0.604 in3); MOMENT OF INERTIA Ix=0.766 in4 ANCHORS AND (EA.)(x2=1.532 in4). THE COATING i � RE—BRICK TO MATCH SYSTEM, GALVANNEAL, POWDER ' ' WEATHERTIGHT (TYP) i i COATING, ETC. TO PROTECT THE STEEL FROM CORROSION SHALL BE i i EXIST. 3� LT. GA. o,--. DESIGNED BY ENERCONCEPT ' � STUDS � 16"O.C. � � TECHNOLOGES (TYP) � rj„ � (V.I.F.) �v �, 3'- O"O.C. EXIST. 13x3x16GA. _ a � 1 � 8 � POUR STOP (V.I.F.) o � � � gZ i i EXIST. 3" THICK (MIN.) o � � � CONC. SLAB (V.I.F.)(TYP)� _J I O�� H 11 � > FASTEN HAT � �v CHANNELS � =�o � ANO RAILS TO SUB-RAIL PER - � o � ENERCONCEPT � � � '� (TYP) — , � � �� i EXIST. STEEL 5 4 3" MIN BEAM (V.LF.) EMBED. � (2)�"4 (A36 THREADED ROD)(HOT DIPPED GALVANIZED OR STAINLESS STEEL)x3" EMBEDMENT HILTI HIT-RE 500 EPDXY ADHESIVE , ANCHORS AT EACH FLOOR AND ROOF (IF CONC. SLAB-V.I.F.). �e��a�� PROVIDE NUTS AND WASHERS ON BOTH SIDES OF THE FLANGE/LEG -o���tH �F MASS,��. OF THE SUB RAIL AS SHOWN. BORE/COUNTERSINK THE INSIDE NUT INTO THE EXISTING BRICK AND GROUT AROUND THE NUT TO SEAL j� JOSEPHH. m` BRICK FACE PRIOR TO INSTALLING SUB RAIL. PROVIDE ADDITIONAL �c�i LEASURE -�. ► NEOPRENE WASHER BENEATH EXTERIOR WASHER TO SEAL BOLT HOLE ' � STRUCTURAL "► WEATHERTIGHT (TYP) ,Q N�. 48240 � SECTION (TYPICAL SUB-RAIL CONNECTION TO BUILDI � G) -�►�F►S/ONALEH� �� 3" _ �'-0" ►>��v� zoiz-oiz designed by. JHL SALEM HEIGHTS-SOLAR HOT AIR SYSTEM L & L STRUCTU AL drawn by. AKB ENGINEERING SERV ES INC. checked b . SALEM, MA. SIX Q SiREET y JHL SOU7H POR7LAND, MAINE 04T 6 scale: AS NOTED SUB—RAIL CONN. TO BUILDING I I PHONE: (207) 767-4830 FAX: (207) 799-5432 date: 4-17-12 SECTIONS AND DETAILS S-1 18 GA. 4" 18 . � � I� (2)3/e'6 ANCHORS '; (SEE SECTION ON DWG. S1) � \ N � � � � N N � � � � SUB—RAIL � (SEE SECTION \ ON DWG. Si) � FACE OF EXIST. BRICK �u��� . -.��✓�,S H �F Mq�9� i.Ro yc v �� JOSEPH H. fP�r I� LEASURE -+C � �STRUCTURAL "� N0.48'L40 s q �A � SECTION I �9�F'c9F��STEP 0 `��' � s�►�S�ONn� E �`. NONE S� ►ov�� zoiz-mz designed by: JHL SALEM HEIGHTS-SOLAR HOT AIR SYSTEM L & L STR CT AL drawn by. AKB ENGINEERING SE VICE , INC: checked b . SALEM, MA. SIX Q STREET Y JHL SOUTH PORTIAND, MAINE 6 scale: AS NOTED SUB—RAIL CONN. TO BUILDING I ' PHONE: (207) 767-4834 fAX: (207) 799-5432 date: 4-17-12 SECTIONS AND DETAILS S-2