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