109 LAFAYETTE ST - BUILDING INSPECTION (5) ,
� Z°� c-i� 1 I C� 8
� The Commonwealth of Massachusetts
� Department of Public Safety
Massachusetts State Building Code(780 CMR)
Building Permit Applicafion for any Building other than a One-or Two-Family Dwelling
('Chis Section For Official Use Only)
' Build'uig Permit Number: DaM Applied: Building Official:
SECTION 1:LOCATION(Please indicate Block#and Lot#for locaHons for which a street address is not available)
,� 109 LaEayette Street Salem 01970
1 No,and Street City/Town Zip Code Name of Building(if applicable)
� SECTION 2 PROPOSED WORK
I Edition of MA State Code used eth If New Construction check here O or check all that apply in the two rows below
1—�
Existin�Building� Repair❑ Alteration � Addition❑� Demolition O (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify:
Are building plans a�d/or construction documents being sUpplied as part of this permit application? Yes �7 No ❑
IsanlndependentShvcturaLEngineeringPeerReviewrequired? Yes � No ❑
Brief Descriofion of Propo�ed Work:
Remove Bxisting display cases an wa isp ays. emove par i ion earing wa an
�^ ' � di�g' -reases an� d�3fiNa���s6x�be� a�'ess
SECTION 3:COMPLETE THIS SECTION IF EMSTING BUILDING UNDERGOING RENOVATION,ADDTTION,OR
CFIANGE IN USE OR OCCUPANCY
Check here if an ExisHng Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑
Existing Use Group(s): M - Merchant Proposed Use Group(s): M - Merc ant
_....
SECTION 4:BUILDING HEIGHT AND AREA
Existing Proyosed
No.of Floors/Srories(include basement levels)&Area Per Floor(sq.ft.) 1 34 B 0 Unchan ed �
Total Mea(sq.ft.)and Total Height(ft.)
SECTYON 5:USE GROUP(Check as applicable)
A: Assembly A-1❑ A-2❑ NighMlub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑
F: Facto F-1 ❑ F2❑ H: Hi h Aazazd H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑
I: InsHtuHonal 1-1 ❑ I-2❑ I-3❑ I�l❑ M: Mercantile�] R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑
S: Storage S-1❑ S2❑ U: Ufility❑ Special Use O and piease describe below:
Special Use
SECiTON 6:CONSTRUCTION T'YPE(Check as applicable)
, IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV �1 VA ❑ VB ❑
SECTION 7:STTE INFORMAI'ION(refer to 780 CMR illA for details on each item)
Water Supply: Flood Zone InformaHon: Sewage Disposal: Trench Perndr Debris Removal:
A trencli will�ot be Licensed Disposal Site❑
PuUlic�7 Check if outside Flood Zone� (ndicate municipal�] Hiltz
required�or trench or specify:
Private❑ or inden[ify Zone: or on site system❑ permit is enclosed❑ Da.s� P°
Railroad right-of-way: Hazazds to Air NavigaHon: MA.Hisroric Commission Review Pmress:
Not Applicable� Is Shvcture within airport approach area? Is their review completed?
or Consent to Build endosed❑ Yes� or No Ll Yes❑ No ❑ N/A
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: 8 th Use Group(s): M Type of Construction: IV Occ�pant Load per Floor.
Does the building contain an Sprinkler System?: YeS � Special Stipulations: .
��... �VTI��' �/�CD� �ZZ-fjU�
cr.�,�,� 3 �3 l (o p.r�.
' SECTION 9: PROPERTY OWNER AUT730RIZATION
Name and Address of Property Owner
Monty Gold 33 Payne Road Newton, MA 02461
Name(Prvit) No.and Street City/Town Zip
Property Owner Contact Snformation:
Owner (617) 426-2895
TiHe Telephone No.(business) Telephone No. (cell) e-mail address
If applicable,the property owner hereUy authorizes
Name Street Address City/Town State Zip
to act on the ro er ownets behalf,in alt matters relative to work authorized b this buildin ermit a Gcafion.
SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2)
If buildin is less[han 35,000 cu.ft.of enclosed s ace and/ur no[under Conshvction Control then check here O and ski Section 1Q1
10.1 Re 'stered Professianal Res onsible For Construcfion Control
Stephen Livermore 976 828 4006 livdev6l@gmail.com 5294
�7ame(�e�s trant Telephone No. e-mail address Re�str aUon Number / /
. 53 M3st5n St�eet Salem MA 01970 Az`chitect 8 31 16
Street Address City/Town State Zip Discipline Exyiration Date
10.2 General Contractor
Hale Construction
Company Name /A
Drew Aale CS-081785 ��/
�_�,
Name of Person Responsible for Construction License No. and Type if Applicable
17 Abbott Rd Gloucester MA 01930 ,
Street Address City/Town State Zip
781 589 2280 drewhalec�haledesignbuild.com
Tele hone No. business Tele hone No. cell e-mail address
SEC1'ION 11:4VORKERS COMPENSATION INSUPANCL AFPIDAVTT M.G.L.c 152.§25C 6
A Workers Compensafion Insurance Affidavit From the MA Department of Industrial Accidents must be completed and
submitted with this applicafion. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a si ed Affidavit submitted with this a lication? Yes�] No ❑
SECITON 12:CONSTRUCTION COSTS AND PERMIT FEE
Item EsBmated Costs:(Labor 53, 950
and Materials) Total Conshvction Cost(from[tem 6)_$
1.Budding � $ 44,350
Building Permit Fee=7bta1 Construcdon Cost x_(Insert here
2.Electrical $ 6, 000 appropriate municipal factor)_$ �
3.Plumbing $ 1, 600
4.Mechanical (HVAC� $ Note:Minimum fee=$ (contactmunicipality)
5.Mechanical Other $ Enclose check payable to
6.TotalCost $ $53, 950 (contactmunicipality)andwriMchecknumberhere
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT. �
By entering my name below,I hereby attest.under the pains and pena(ties of pequry that all of the information contained in this
application is hve and accurate to the best of my knowledge and understanding.
Drew Hale �,���,/ Project Manager 781 589_ 2280 3/24/16
r — —
Please print and sign name � TiUe Telephone No. Date
17 Abbott Rd Gloucester � 01930
� Street Address City/Town , State Zip
Municipal Inspector to fill out this section upon applicallon apgroval: 3 3/ /
Name Date
Appendix 1
For the demolition of structures the building permit applicant shall attest that utility and other
service connections are properly addressed to ensure for public safety.
Please fill in the information below and submit this appendix with the building permit
application. 'The building permit applicant attests under the pains and penalties of perjury that
the following is true and accurate.
Property Location (Please indicate Block # and Lot# for locations for which a street address is not
available)
109 Lafayette Street Salem 01970
No. and Sireet City/Town Zip Name of Building(if applicable)
For the above described property the following acrion was taken:
Water Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑
Gas Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑
Electricity Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
,
.
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*
Mazk"x"where a licable
No. Item Submitted Incom lete Not Re vired
1 Architectural X
2 Founda[ion X
3 SWctural X
4 Fire Su ression
5 Fire Alarm ma re uire re eaters X
6 HVAC X
7 Electrical X
S Plumbin indude local connections X
9 Gas Nahiral,Pro ane,Medical or other X
10 Surve ed Site Plan Utilities,Wetland,etc. X
11 S ecifications X
12 Structural Peer Review X
13 Slructural Tesis&Ins ections Pro ram X
14 Fire Protection Narrative Re ort � X
15 Existin Buildin Surve /Imesti ation 7�
16 Ener Conservallon Re ort X
17 Architectural Access Review 521 CMR X
18 Workers Com ensation Insurance 7�
19 Hazardous Material Miti ation Documentation X
20 Oflier S eci
21 Other S eci
22 Other S ec'
*Areas of Design or Construction for which plans are not complete at the time of applicadon submittal must be identified hereia Work
so identified must not be commenced mitil this application has been amended and the proposed construction document amendment
has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triyle the original pennit
fee.
Registered Professional Contact Information
Stephen Livermore 978-828-4006 livdev6l�gmail.com 5294
Name(Registrant) Telephone No. e-mail address Registration Number
Arch 8/31/i6
53 Mason Street Salem MA 01970
Street Address City/Town State Zip Discipline Exp'vation Date �
Name(Registrant) Telephone No. e-mail address Registrafion Number '
Street Address Ci /Town State Zi Discipline Expiration Date �'I
Naute(Registrant) Telephone No. e-mad address
Registration Number
Street Address Ci /Town State Zi.
Discipline Expirntion Date
03/22/2016 73:29 FAX �001/001
� [nitial Construction Control Document.
.
� $ To be submitted with the building permit xpplication by a
a , �� Regia�tered 1)esign Prof'essionel
for work per the 8'�' editinn of thc
Mussachusetts 5tate $uilding Code, 7R0 CMR, Section 1.07
prai�Ct Title: _���""""�1c�'�"'� 7�r l)ate:_':[�L�`_=+'^'t4��_..
Propercy Addre:s: �_ � �_
,
Projech Check one or both as upplicable: New consuw�etion Existing Constivction
ProjeCt deycrip�iUn: _,���LV�G�_��t[IYYl. � �,r�l�'{� �1l�4,�..__._�.�.
l � �N �/U'L� MA Registratioa Numbcr: ���_ kxpir8tion dale: �f��f tl,/f, am a
�r,�i.rtrred ecic�n proJ'assional, flud ( have prrpared or directly supervised the prepuretion of all design plans,
cumputations eud specitications conccrninq:
(�Arcliitecturnl ( .� Strucwral ( ] Mechanicul
/[ J F'irc Pm'ection ( ] Elcclricnl [ ] Uther __._._..._--•„ —
for thc ubove numed project and thut to the best of my knowledge,information, end heliei'sucb plurts,computations iind
specifietitions n�ce� the eppticable pro�isions of the Mussachusetts Stute [3uilding (=ade. 17F;p CMR),and uccepted
engineering prectices ti��rhe prop�sed project. I understend and agrcc thKt 1 (or my designeel shall perf'orm the necessery
professipnul services and be present an the con�pvetion site an a regulnr and periUtlic besis to:
t. Review, for canfbnnance to this code:jnd the desi6n ennoept, shop druwiogs, sumples and �tlier�ubmittals by the
cont�ac�ur in acccn•dance with the reyuirements oFthe construction documents.
2. Prit'orm the duties fiir regiSrNrCd design proFessionals in 780 CMR Chapter 17, ec aPplicublc.
3. De present ut intervnlc appropriate to the stegr of cuns�ruction ro 1>eeome genernlly tamiliar with the progress�u�d
quality �f the worA and tb determine if thc work i� being performed in� manner consi�tent with the��proved
conStru.:tiUn docaments and lhix code.
Nothing in this iocutn¢nr rrlieves the conVuctor of i1s responsibility regerding the pmvisions nt 780 C;MR IQ7.
When required oy the buildin�otficial. I shall .ubmit field/pmgrtss reporls (sec itam 3.) together with �ertinent
curUments, in a fo�n ncceptuble ro the building oCficial.
, Upun completii:•n of thc wtttk, f shall suhmit to the b 'Final C�nstruction Conzrol Document'.
� .uoP@a
Cnter in the spa•:e to the right a "weY'or
electronic si�ria,ure 2nd sea�l:
' �.
,�I✓1 _%`i ! / �� Q
Phnne number; C`"► `rG 7i aiL• l (V �L�V��'t G
Huilding 011iclal Usc Only
f3uilAinK UlTiciul hamo;____ ,z _ Pem�i�No.: ___., 1.>mc: �.
Vufxiw OC� I I 2011
i .
� The Commonwenlih ofMassachuset/s
Department of IndustrialAccidents
' O�ce of Investigations
� I Congress Street, Suite 100
Boston,MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance�davit: Builders/Contractors/Electricians/Plumbers
Annlicant Information Please Print Leeibly
NamC (eusi�ess/Orgaoization/lndividuap: Hale Construction
Address: 1� r�bott aa
Ci �SYSfO/Zlp: cloucester, MA 01930 Phone#: �ei-sse-zzeo
Are you an empioyer?Check the appropriate box: Type of prpjecf(required):
1.� [am a empinyer with '1• � I am a genera) conhactor and I 6. �New construction
employees (full andfor part-time).* have hired the sub-contractors
2.� I am a sole proprietor or partnery listed on the attached sheet. 7. ❑Remodeling
ship and have no employees 'Chese sub-contractors have g, �Demolition �
working for me in any capacity, employees and have workers' g �guilding addition
[No workers' comp. insurance comp. insurance?
required.] 5. � We are a corporation and iu tO.Q Electrica!repairs or additions
3.� 1 am a homeowner doing all work officers have exercised their I I.Q Ptumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.�Roof repairs
insurance required.]t c. 152,§1(4),and we have no
employees. [No workers' 13•Q Other
comp. insurance required.]
"Any applicant[hat checks boz Nl must also fill ou[the scction below slrowing Urcir workers'campensafion policy in[ormation. � � �
t Homeowne[s who submit tAi9 aftidavit indiceting they are doing ell work snd ihcn hire outside contraclors must submit a new amdavii indicazing such.
IConVactors lhat check this box must attached an eddi[ional shal showing the name of fhc sub-contractors end 5[a4 whethtt or not ttwse entities have
employus. If Uu sub-wntractots have employees,lhey mutt provide thev wurkers'comp.policy number.
/am an employer tleat is p�oviding workers'compensation insurance jor my emp[oyees. Be[ow!s t/�e policy and job sue
fnjnrmation.
Insurance Company Name: N/A
Po4icy#or Self-ins. Lic.#: Expiration Date:
]ob Site Address: Ciry/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties oF a
fine up to$1,500.00 ancllor one-year imprisonment,as well at civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
investigations of the D]A for insurance coverage verification.
s
i I dn hereby cem 1hf/eyq)�'ns and penallies nfperjury tlfat rhe informalion provided above ' lrue pd correct
C'o ture ��u'��%��5�� Date' � �
Phone#� 7e1-sss-zzao
Officla!use orely. Do nat write in this a�ea,to be campleted 8y crty or town ojJlclal.
City or Town: Permit/I.icense#t
Issuing Authority(circle one):
1.Board of Heaith 2.Building Department 3.Cfty/I'own Cferk 4.Electrical Iaspector 5. Plumbing Inspector
6.Other
Contact Persom Phone#:
page 3 of 4
' i.
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�Nationwide Lifts '
Amcrka'Sle� uinhpmOCl¢vatcn.
SITE PREPARATION COMMITMENT
Multilift Wheelchair Liit [GC Provides Enciosure)
The General Contractor must com lete the followin rior to Nationwide Lifts arrival for installation:
❑ Dedicated, Permanent 120VAC, 20A single phase power line with fused disconnect must be provided
and LIVE to the lift area upon arrive at the time of wheelchair lift installation.
❑ Concrete pad with smooth 3"pit must be in place—dimensions to be provided on final drawings.
❑ Plumb and square shaftway with smooth surfaces must be in place prior to installation of the wheelchair
lift—dimensions to be provided on final drawings.
❑ Solid blocking for door and upper landing gate.
❑ Acquire applicable city or town permits for run way construction as applicable (Permit from the
Department of Public Safety for the installation of the wheelchair lift will be provided by Nationwide
Lifts).
It is the Owner's responsibility to ensure that the contractor completes the site preparation outlined above. The
1�cannot be operational until the state inspection is complete.
- The Owner shall be charged additional time and materials at the hourly rate of$150/hr if[he Site
Preparation must be modifed.
- If the Nationwide Lifts employees cannot perform the work due[o poor site preparation,and must leave the
site,the Owner will be charged for travel time and travel expenses. Travel rate will be$100/hr.
- If the si[e is not prepared and the installation must be rescheduled,the new date will be subject to
availability.
Acceptance of Site Preparation Terms: The above terms and conditions are satisfactory and are hereby accepted. The site will be ,
prepared as outlined above.
Owner Si nature: Date of Acceptance: ��,
S
Gener re: Date of Acce tance:
al Contractor Signatu p
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� PR ❑ VISI � NS BY ❑ THERS SPECI � ICATI � NS
GENERAL ELECTRICAL GENERAL CONTR�LLER
HOISTWAY - THE HDISTWAY MUST BE DESIGNED AND GENERAL- E�ECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH CLASSIFICATION� Enclosed Vertkal YheelduP %atForn lift MODEL; MULTILIFT
BUILT IN ACC�RDANCE WITH 'SAFETY STANDARD FOR SECTIDN 38 OF CSA C22.1 CCANADA) ❑R SECTION 620 OF NEC APPLIED CODE: ASME A181�Section 2 CPubliC) TYPE� CPFS
MODEL� Multilift ETL #� 94307
P�ATPORM LIFTS AND STAIRWAY CHAIR�IFTS' OR 'SAFETY ANSI/NFPA �0 cUsa�. CAPACITY� 750 lbs C340 kg) CONTR�L VOCTS� 24VAC/12VDC '��
CODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE P�WER SUPPLY-12ovaC, 20A, 60HZ, 1PH CIRCUIT THROUGH A -SPEED� 8'/roin (0.04 m/s) CONTR�L AMPS� 1 A
AND LOCAL CODES. FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER TRAVEL� 36" C914 Mro) AMPS� 15
PLUMB RUNWAY- DUE TO CLOSE RUNNING CLEARANCES OWNER/ SUPPLY, PR�VIDE TWO 18 AWG CONDUCTORS BETWEEN CONTACT PIT DEPTH� 3" C76 MM) MFR.� SAVARIA
AGENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) AND CONTROLLER. � PLATFORM SIZE� 36" X 54" C914 rom X 1372 nro) .
� ARE LEVEL, PLUMB (-/+ 1/8" (3 roro)) AND SQUARE AND ARE IN LIGHTING-LIGHrING oF 100 LX MIN. AT PLATF�RM AND LANDINGS. P�WER SUPPLY� 24V,15A,60HZ,SINGLE PHASE
ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN BATTERY BACK UP: Yes :
MINIMUM ❑VERHEAD CLEARANCE- owNERiaGENr MUsr HOIsrwnv Pir. SUSPENSION� ACME SCREW 25ror,
ENSURE MINIMUM ❑VERHEAD CLEARANCE IS IN COMP�IANCE WITH PH�NE- IF A TELEPH�NE CIRCUIT IS REQUIRED, JACK OR PHONE
C�DES. ARE PROVIDED ON THE CAR. A DEDICATED ANALOG PHONE LINE POWER UNIT
CONSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL �NO V�IP) IS REQUIRED T❑ BE PROVIDED BY ❑THERS T❑ THE M�TOR� 1.0 HP, 24 VOLTS
MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND C�NTR�LLER F�R VOIP, PLEASE C�NTACT SAVARIA _ � �
SHALL PATCH AND MAKE GODD (INCLUDING FINISH PAINTING) ALL ENTRANCES DO�RS / GATES / CALL STATI�NS
AREAS WHERE WA�LS/FLDORS MAY REQU[RE TO BE CUT, DRILLED UPPER �ANDING GATES- WHERE REQUIRED, SMOOTH SOLID .
OR ALTERED IN ANY WAY TO PERMIT THE PROPER INSTA�LATION BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES �
❑F THE LIFT. OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF DOOR TYPE 80' Lor Profile Alwa Door 42' W U er Lnd Gate
ENTRANCE SIDE a C
DIMENSIONS- CONTRACTOR/CUSTOMER TO VERIFY ALL 42' C1067 nn> HIGH. ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR . DOOR SwING lh rh
DIMENSIONS AND REP�RT ANY DISCREPANCIES T� OUR OFFICE TO THIS PROVISION, � DO�R INSER7 Clear Plexl lass S t e e �
IMMEDIATELY. FASCIA PANEL BELOW UPPER LEVEL ENTRANCE- �acK rrPE wRsOo Lock C24v� wR5o0 Lack <2av) .
� WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID AU70 DOOR OPENER Not A licable Not A licable
STRUCTURAL IN FRAME CALL STN. 25 25
FLOOR/SUPPORT WALL L�ADS-STRUCTURE T❑ ANCHOR WALL AND BE PERPEND[CULAR TO THE FLO�R AND WALLS. CALL STN. TYPE Call/Send 2 Buttons Call/Send 2 Buttons
A CRANK SHAFT AND SAFETY HARNESS, WHERE APPLICABLE/ H�ISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS CAL� S7N. KEYED Not Re uired Not Re uired �
NEEDED, T❑ BE PROVIDED BY CONTRACTOR. RUNS V�ID OF ENTRANCES. ADEQUATE SUPPORT F�R THE FASCIA CAL� STN. S70P BUTTON i-�'� o r-�� o
CaNTRACTOR TO ASSURE THAT BUILDING AND SHAf"T MUST BE PROVIDED. CALL STN. MOUNTING Flush Mounted Flush Mount _
WILL SAFEL.Y SUPPORT ALL LOADS IMP�SED BY THE LIFT ENTRANCE ASSEMBLIES- ENTRANCE ASSEMHLIES MUST BE ISOLATED PROD�OR KI7 No No
EQUIPMENT. REFER TO THE LOAD DIAGRAM ON THIS DRAWING. ADJUSTED T❑ ALIGN WITH PLATF�RM AND INTERLOCK EQUIPMENT, rasr �
MAST T❑ BE SECURELY FASTENED- WHERE RERUIRED pTHERS TO ALLOW AN ADEQUATE ROUGH OPENING, SIDE^A � SIDE C
THE MAST MUST HE SECURELY FASTENED TO THE STRUCTURAL RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BE ENTRANCE LOCATIONS � / P�pTfORM �
SUPPORT FLOOR. REFER T❑ FLOOR SUPPORT LOAD DIAGRAM gUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN P�ACE. � V
AND ANCHOR DIMENSI�NS �N THIS DRAWING. NO WALL LOADS ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED� TO �
SINCE THIS UNIT CAN ONLY BE FREE STANDING, WALLS. �
� SIDE B
WHERE DODRS ARE REQUIRED- SUITABLE �INTELS MUST
BE PROVIDED BY �OWNER/AGENT. DOOR FRAMES ARE NOT DESIGNED OPTIONS PROVIDED
T� SUPPORT OVERHEAD WALL LOADS. � T�UCH UP PAINT; 1 can(s) RAMP� � No RaMp Required
� FREE STANDING UNIT FLO�R SUPP�RT L�AD DIAGRAM BUILDING; Public Buitding EXTRA KEYS�
���� UNDERPAN SENSOR: yes SAFETY PINS/BLOCKS� no
""°"�1�` 374 C9 "'97 EXTERIOR UNIT � Yes MANUAL LOWERING DEVICE. yes
8� C210] UNIT COL�UR; Black PS311N13 PIT SWITCH: yes
�\��� 30$ C778] � 4 R3 FLO�R: Anti-Skid Grey PaIn�H�NE� no
FL❑❑R T❑ FLOOD SWITCH� no
� �AD SUPP❑RT LOAD FOLD SEAT: no
� � R3 �F� 3000tbs(13.3kN)�
� �(INCLUDES IMPACT)
o � OFFICE USE ONLY.• v,nNa MULTILI� T
� I I I I � NBKURAll011fIL90lII SWP. O.O Vaiant Na
.-•rcu I I I I uooue man�srwa M-S-42t8 � � � E� C
m
(h CUSTOMER: OAIE:
� NATI�NWIDE LIFTS ❑F MASSACHUSETTS 2/ /1 •
PROJECT: �w� � ��V� �l��
DATA SHEET '�' = TC � � D � cT � � 03/21/16 r
��
4 ANCHOR � 35� C902] � �� C�14] . N o . S t r � e t � C i t y �
P❑INTS ENCL�SED VERTICAL WHEELCHAIR PLATFpRM L[FT � A L.� � M � �� � �8 �N� P—O O O O O O 2�OF 4
1 „ „ N�TES�
� 1 4 C �1 OEj�� ` � 1 �q(�] � � —� I_— � f A Q l 2 X 4 NOTE 'A' A� DRYVALL aR PARGIN� CBY �THERS) AS REtt'D.
�� i L 1
& SEE DATASHEET OF THE INS7ALLA71[1N DRAVING FOR
LANDWG ENTRFNCE SCHEDULE.
G ALL INFORMATION IS SUBJECT TO CHANGE.
GENERAL INFORMATIONS�
I� f� - EACH LANOING ENTRANCE SHAI.L BE SUPPLIED AS A �I
�"� . 1,]rj� FINISHED ASSEMB�Y WIIH DOOR AND FRAME BLANKED,
- � cL � � DE AILEOE READY FOR INSTALLATION.R ALL COMPONENTS
Lr7
� � � - DSFFERENT PANEL INSERT MATERIAI.S ARE �PTIONA�.
� , ctl
� � - DIFFERENT LOLKS SUCH AS GAL, OR WR500 ARE
, � � . OPtIONAI.
�
- MANUAL OOOR� DDOR CLOSER IS PROVIDED.
HALL CALL
CpPTI�NAL) I
RUNNING
CLEARANCE
M
-�� m � M N 0.34'
u � u �s �,��
'-" SILL � CAB
. . ��J
Lf J _
0 • N (�p
0
�
\
- SILL 0.25' C6 nn] �
VERTICAL SECTI�N
WR500 a
a o
GAL LOCK i.�s• [a5 r,n]
36' C914 nn] �
COPTIONAL) � �—ENTRANCE WIDTH
. . . . o
�6�� �914� CHANNEL SILL ANGLE SILL 3' C76 mm] 3' C76 mn]
(33.75' C857nn] CLEAR OPENING) .0 42.25' [1073 roro]—�
r�
FR❑NT VIEW �'� SIDE VIEW t.�s� �as MM�
36' C914 nM]
WALL ATTACHMENT
��—ENTRANCE WIDTH �
<8X) #8 X 3 FH SCREWS
(SHIM AS REQUIRED) s• ns MM� 3' ne mm]
� ANGLE SILL: SCREW �N WALL 42' [1067 rom]
CHANNEL SILL� SCREW �N PIT
HORIZ�NTAL SECTION
OFFICE USE ONLY.• P�Na MULTILIFT
urr vu,�a+ sur�acc m�,ma wsoi sme O.0 v,.,m,�,,,
SLAM P�ST [� HINGE POST � ��n� N-S-4218 � � 3 � 6
First Level Door °°ST°�'�: °"��
NATI❑NWIDE LIFTS ❑F MASSACHUSETTS �/ •
PRO` JEC i = T � H Z7 O C T O � 03/21/16 � �� • � ���TM
�ow Prof ile Daor� a�d GateS vv� �°�
LEFT HAND SWING I�l o . S t r e e t . ��� � .� "°. P_���0�0 �3' �F 4
ENCLOSED VERTICAL WHEELCHAIR PLATFpRM L[FT � ,� L— � t��l �
' NOTES+
� � � A� DRYWALL OR PARGMG (BY OTHERS) AS RE�'D.
B� SEE DATASHEET OF TNE INSTALLHTION DRAWING FaR
n L �� � LANDING ENTRANCE SLHEDULE.
L � 7' Ci ALL INFORMATI�N IS SUBJECT TO CHANGE.
�° [51] -� r I � 1 HALL CALL
o (OPTIONAL)
GENERAL SPECIFICATIONS�
o �
� � - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS A
2.00° FINISHED ASSEMBLY WITH GHTE AND FRAME BLANKED,
0 . REINFORCED,ORILLED AND TAPPED FOR PiL CONPONENTS�
i � � i . ➢ETAILED, READY F�R INSTALLATION.
- DIFFEREN7 PANEL INSERT MATERIALS ARE OPTIONAL.
\ • 0
- DIfFERENT LOCKS SUCH AS GAL, OR vR500
ARE OPTIONAL.
- MANUAI GATE� NVDRAUUC UOOR CLOSER IS PROVIIIED.
�
�D
� RUNNING .
u CLEARANCE
RJ
� 0.5��
C13 MM7
� WR500 SILL � CAB
GAL LOCK
� C�PTIONAL)
SILL 0.25' C6 nn]
el
36'� [914] --I VERTICAL SECTI❑N
SIDE VIEW <33.25' C845roro7 CLEAR �PENING)
FR�NT VIEW 36' C914 MM� �' �sl MM�
�I~ENTRANCE WIDTH —�
. 3' C76 nnl 3' C76 mn]
42.25' C1073 roro]
- ' 2' [51 nn]
36' C914 nn7 JI
e � �r—ENTRANCE WIDTH — I
WALL ATTACHMENT
C8X) #8 X 3 FH SCREWS
CSHIM AS REQUIRED> a� [75 nn] s• n6 nn7
� -� 42' C1067 rom]
ANGLE SILL• SCREW ON WALL
H�RIZONTAL SECTIDN
� �vr PUTraaN s�rxE OFFICE USE ONL Y.• rac Na M U L T I L I F'T
cawuweuan merx srue O,0 v,.�e N,. E� � 3 � �,
HIN6E P�ST � SLAM POST ��n+� N-S-42W
Second Level Door CUS�^�: °^'�
NATI❑NWIDE LIFTS ❑F MASSACHUSETTS / � ��V� r���
PROJECT: ��� '
� � � � � W = T C H D O C T O � 03/21/16
aowram ew
R I G H T H A N D S W I N G N o . S t r e e t � C i t y �ISIk88M11i �No 5H[ET No.
• ENCL�SED VERTICAL WHEELCHAIR PLATFORM LIFT � A L—_ � I��I � M � Qg P—O O O O O O 4 �F 4
�
T_ _ _ _ _ ' " " " " " " " _ _ " _ ' " " " " " " " " " _ " " " ' " ' _ _ " " " " " ' _ " _ _ ' _ " _ " " " ' " " ' " _ " " _ _ _ _ _ _ _ _ _ _ " " " " " ' " " _ _ _ _ _ _ ' " " " " " _ _ _ _ _ _ ' " " " " " " " ' " _ _ ' _ " _ " " " " " " " " ' _ " ' " _ ' _ " _ _ _ _ _ " _ _ _ _ ' " " ' " ' i
, ' �'�JJJJ ff/JJ 09/09
, ' '//�%/� Larch
�' 16018
' ; , � �' ' (03/i�
� ; ; � � ��h
� , � Liveimore - Axchitectuce, Inc.
' ; � 53 Mason Smet - Suite #2(14
� � Salem, Massachusetts 01970
' ; (97� 828-4p06
; ]rvdev6l@gmail.com
. � � � � � � Conedmua:
� ' � ,� U Nl �l Ll � .
, q. . i
� � i
.'. � d O � � � � Job Numbar:
; � Larch 1�-�18
� Data:
; ; �3/�9/1�
; i ;
� � ' No. Date Ravidoa Hy:
O) �
� II ' �
� � _ .. - � '_— � . .. r � . _ .
; ; Project:
; ; Ulitch poctor
; ; Renovation Pro�ect
� , 1�D9 LaPayette Street
� , Salem, Ma��s_��a, hus�tts
, ���a .
�� ; ��ti,��c u �� �
� e�' `3�� A` �..
� � �/.
No. 5.�94- �? !i 1
� . � ��,2, �Pd ggg�y��,}�/� ... .
� _ I✓�������� ;.
� � . ' "ti-St ��a
; ' �irst Flc�`o'r Plan
; ; ��
�
� � so.�e:
, , c�8 YlOtc�G�
� Drewing Namber.
� � � � u �
� �
" � _ _ _ " " " _ " " " " " " " _ " " ' _ _ " _ " " ' " " " " " ' _ " _ " _ " _ " " " " " " " " ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " " " " " _ _ " " " " " " " ' _ _ " " " " " " '�" ' _ _ _ _ _ " " ' _ _ _ _ " _ " " " " " " _ _ ' _ "
� �irst �l��r �f�� - �xis�i+�� ��+��i�i��s, 1/��� _ ��_��� t
I
GCnpryA�RYS R IlrMncn•Ndi�eM�Nn N PopN RowrM
� ... .. . . . . . .. . ... ..... . . .. . . . ._._ . .. . . . . .. . . ... .. . . . ..__._ __._ ... .... .......
+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i � � 09/09
Symbol Description ; ; ��
� L�ghted Ex�t s�gn w/ �mergency Lighting ; ; � � 16018
� ; ; ,T,n �,T,n (03/1�
�� �
� ��ghted �x�t s�gn ; ���1
� �mergency Lighting i ; s�i�o s Atchitectuc� Inc.
Salem, Massachusetts 01970
� Norn/Strobe Signal � ;
� Manual Pull Station ; ; �v�a��v6i$@�m�com
� � �� ,���.
� Smoke Detector ; ;
a Strobe Only Signai ; Existing Egress to Remain ;
' " w � � � ,
� lU) � lU) Existing
New d Relocated Fixtures are Hatched � Desic�nated � *- - - P Storage ;
� as New ; Room '
Existir�g
N�w ; �xistmq hcp - �IJ en
hcp 1"(en � ; Job Number:
; u-� w , Larch 1�-�18
. � � � � � Date:
� _ — _ B
� � r���, �,�p ��ft �3/��/1�
; ��tal� �paGco 2 New Stair w/ II" T 8 ��- j ; No. Date Revieion eY:
� ���� �a���y ����p ��,s ; 6 I/S"+ R � �lanrads �u �xistin E ress �
� � 34 Both 5ides g g
; � to Remain ; —
r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Existing Stag� � 1(DI ;
; to Remain � 3 �� _
/ I
; — Ewsting Egress ;
, to be Removed ; _
; �3 �
; � I I � � I ; —
; � � — 1(D2 �'� Al2 ' —
, Existing C�lass ;
; Blowing Area � , Project:
; to R�main ��u„ pisplay (2emove Existin ; UJitch poctor
, g
cas�e a out �
� L
�
e
y UJindow Infili
� ; Renovation
; � Opening ; Pro�ect
, L �
, �, �, �
� � ��ew Q� ;
; �-y Q�
, 0 � � �
' � � � i(d9 Lafayette Street
� � � � Salem, Mas��c�us�tts
� � � R�tal� � � �;��� �
P4
�
, � . 4f � .
� ��r
: S ace #I ; � �° ''
� � Remove �wsting ; �` r� .� �
; Window # Infill � ��,}
: New� D�splay Opening ; ���.,, �r ^�c ;` °
� Gas�e Layout ' �'` �� w
�
; 2 ; First Flo r Plan
V
; �� �
� � Soale:
_ - _
� ; d8 YlOtc�O�
Existing Fire Alarm Existing Egress ;
Drawing Number:
; Panel to Remam ;
; Laf al�c�tt@ Sti"c�cot Pro�ect North � � � �
. � ; � � a �
. . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
� - �irst �l��r �1�+�, 1���� _ ��_��� �
ocam�gn zo^e a uroma.•Nammu.,na u rc�ro�wenM
_ _ .. __ ._ _ __ _— . _ _ -- _—
! - ' - - - - - - - - - - - - - - - - - " - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - " - - - - - - - - - - - - - - - - - - - - ' - - - - ' - - - - - - - - - - " - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - -. - - - - - - � ' - - - - - ' - - i � � 09/09
� � � � � I � � � � o1.2tC11
' � � � 1G018
� ; New I 1/2" Pipe Nandrails, Pnt � �� ( / �
' , ' � 34° above Nose, 7ypical w/ �� �' ,
; ; 1 I/2° Uear Nand 5pace + � � ; ��
� 4-� �-�D - 5 4-I� 3/4
; � New Stairs w/ 2" x 12" Stringers � Livetmote - Atchitecture, In�.
� � � '� 16" OG d 3/4" Plywood /��---�- � satem Massach e�01970
� : : Treads 8 Risers - Pitch Risers
; , ; I" Max. �inish Stair Material 7Bp AI.2 � � �
� I
, , , � �� O I
; , � 7 828-4W6
/ lml i l�d�ev6lpgnail.com
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' 4'-5 3/4" ; — — — —j— - --I c°n°�''m°�
; I �� = I
� �� va.° 3�-�° � ��z° ' ' r � — --- ,
' , ; I -� I New "Savaria"
; 3'-�" � �
1 ; ; � I _ I Multi-Lift
� � I � I �
� , ; � v cp � '�
: � � , "� � �t
; I ' , I °� � AI.2 3 3
i / i - �' ,1 i m i Job Number:
� i �, Larch 1�-Q�18
; i � ' � � �
� i m � . ; � _ � i i D.te:
; i � � � �� � � '
, i � ; ; i � � i � ; �3/�9/1�
� i � ; ; I I � �mz i 3
I No. Dete Revieioa Hy:
� � � / �� ' 1� \\�� I �
� � � � � ' � � � —
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; � � � ; —
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — i II t �
� I+�t�rior �I�v��i�+�, 1/�" 1 -� I i ' I ��t�if �1��� �I��, 1/_2" _ ��_��� _
• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - -+ F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -+ rro�e�t:
� � ; UJitch poctor
; � ; ; Renovation Pro�ect
, New UJ 12 x 19 5teel Beam - Set ; ' ;
' Level w/ 2" x 4" �! IG" OC K:ne� ; , ;
, UJall for Roof Pitch ; ,
; ; 4'-�" 7'-�"± 5" �F'-5 3/4" '
, ��_8�� 5�� ��_-��� ��� ' '
� � ; ; 1 V2" 3'-�0" , Im 1/4° ; 1fD9 Lafayette Street
; �,_�� ; Salem, Mas chusetts
; ; ' 3'-(I�" i ����,Y .uv���;`�
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� �p � � � I I , ; � � �� �
; ,j 3 � � � ; ; I I Detail Floor Plan
, � � � � � � , , � � � , Interior Elevations
' � I II ' ' I I � � �
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� I+�t�ri�r �f�v�ti��s, 1/_2�� - 1�_��� � I+�t�ri�r �l�v�ti�+�s, 1/��� - 1�_���
- - - - - - - - - - - - - - - - -
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_ _
��rtiti�+� �����'t�l� ���rn �i+�is� ������I� �✓��''�/�� �o s
Materials D�scri {,�OYI �ire Rating Stc Rating R�marks ""`.. "",.. (03/1�
p � ��n�s�,�s fi��marks D/�/� ��
Room Nam�
New Brick Veneer N/A N/A Exterior Infill - Masonry Floor UJalls Ceii6ng Base f � y,��
to Match Exsting w/ # TBD C�sIUB Existing Existmg Confirm Any B Ali New
ii�ii Masory Anchors � Retail Space I 7� g P�nt to Remain to Remain Firushes w/ the Owner Livermore - Atchitecture, Inc.
�" '""^�"' "'" 16" OG Each U1a , 53 Mason Srnet - Suite #204
_ _ _ _ __ _ -- - - -
Base Flashing � eeps �xisting Czlass Ewsting Existing s�tdn, �g��� oi9�o
� 1G" OG, 3 Minimum Blowing Area to Remain to Remain
�' Membrane Air/Ulater tB� �
� Barrier New Stair T�e E Parrt, �as�i s-�wo6
� 5/8" GDX Plywood Reta�l 5pace #2 �xisting Ewsting �,,,v,o��m
� to R�main to Remain
„- 2° x �" � 1�° oc Ex�st�ng hcp
3 I/2" Batt Insulation w/ Lavatory - M�n
vapor Barrier Existmg hcp
�avatory - UJomen
5/8" CrtUJB Screw
Attach Interior Only Existing Stair
Existinv Storage
Single Siding to Match N/A N/A Exterior Infill - Shingle Room
u�u _ _ . _ _ _...__..
�wsting 7ob Namber:
Membrane Air/UJater Larch 1�-�18
Barrlgr Data:
� SC���SG/ .e1��lU
i �J�B�� CDX Plywood
�
�{ /� No. Data Ravieion By:
�' 2n X 't° 'a �C�JI� �li
�
� 3 I/2" Batt Insulation w/ —
"- vapor Barrier ���f ���`l��l�l�
5/8" CxUJB Screw O Door �rame �levation Remarks
Attach Interior Only Ulidth Nei ht Thk's Mat'I 5t le Mat'I. Style Thre�. —
��� 3�-m" 3'-6" I 3/4" Alum MFCi Alum MFC� M�C� "Savaria' Muli-Lift - MFCz
2" x 4" a IC" OG N/A N/A 1�1ew Interior Partitions � Csate
UJood Studs NaIF Ulalls
u�u 6�_g�� _
5/8" CzU1B Screw 1�2
� Attach Both Sid�s � —
� Projec4: II
Witch poctor '
�t I
Renovation Pro�ect
r - - - ' - - - - - - - - ' - - - - - ' - - - - - - - - - ' - ' - - - - - - - - - - - - ' - - - - - - - - - - ' - - - - - - - " - - - - " ' - - - - - - - - - - - - - - - - - - - i I�
I - Ali mater�als and construction shall conform to the Massacl�x�setts State Budding Gode ' ,
C18� GMR) . , �
2 - TI^,e Corit,ractor shall secure all rec�u�red permts � to �-oce�chrx� with the work ; ;
3 - Th� Goritractor shall f�ld v�fy all dimensions prior to proceed��rx� uuth the work ; ; 1�9 Lafayette Street
, , Salem, Mas, , �husetts
4 - 7h� Gorit,ractor shall not�' the Owner and/or the Arch�tect of a and all Fl�Id ' ' "�' '�`=�
y � � '`����. 1��� �';1.
conditions that vary from those that are shown on the drawings � � �``$'�.'�' �`�' ,
' P � A�
5 - Th� Go+�tractor shall secure the Own�- and/or the Architect's approval on ary and ; ' m s� �;�, � �
all subst�tutions or changes in the work ; ; �� �,
� i r�; ,u�
' � ' ����: ��
io - All interior color s�lections shall be made by the tenant , '"��`''`
� - The Gontractor shall furr�sh and install tempered glass where recjured by th� Gode ; ; Schedul�� d./
; , Notes
8 - All interior arid exterror firrshes and tnm shall be a�proved by tlhe Tenant and/or ; �
t!^� ArcWtect �
9 - All int�-ior and exterior fmshes and trim shall be ��-oved by tlhe Tenarit and/or � � so,i�: '
the Architect ; '
, � as noted
}� - A1�l�l�wood blocluY�jQ�,�shall bp��fire treated as rec�ured by the Massachusetts State ; �
4�uI�G�lYlg �iOC�E � IOfLI �.Mlv ' i Drawing Nnmber: I,
n - Provicl� Shop Draw�ngs And Or Gut Sh��ts �or All Bu�lt-in Urrts And Ec�u�ment, � ;
pnor to �abrication And Or Purchase. Revi�u Locations w/ the Owner and/or the Archtect. ; �
� ' � 11 e �
2 - - -��+��r�l i�ot�s- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; ,I
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i
��WI�Bd Mp R Nwmm•ktlRMOS M./0 P�.h PwurH
—_._— . . . . _. .. _ . . .. . . . ... __. __ — .._. . . _. .. . . .I
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- i
, r - � - - - - - -i- - - - - - � - - - - - - � - - - - - -i- - - - - - �� I - - - - � - - - - - - - - - - - - � - - - - - - � - - - - - -i- - - - - - i - - - - - - � - - - - - i- - - - - - i- - - - - - � - � - - � - - - - - - - - - 1
� � �� � �x stin od R of �r min t Rema n �/�/�f f�lf 09/09
; AlVuork shall conform to the latest Gommonwealth of Massachusetts State , D I
I I I I I I I � I �� �� ��
; B�ding Gode. � � j j j I I ��I� ��d'�D�� p� I I I I I I I ' � � 16018 '
; ; ; I I � I I �Q ,� �� ly�.���� I I I I I I I , � � (03/1�
, AIIFoundations shall rest on solid bearing lmin. capacity = 2?/sfJ. UJhere ; � I I � 1 I���i I�,\a�,�i �F�� I I I I I I I I I I I � �
; re,tin on fill such Pills material 4 com action method shall be as a roved � ' I I � I d� �a`Y p I I New {�" x 12" �'lasonr � Pocke�, w/' 7" � I�" x 1�2" ;
� �
5 - h pp � ; I I � I t�l Q �Q ��`' oo� I I Bearirlg Platel w/ 4 yl/2"� x 4f Expan�ion Bolts I I I � ��
, ; in iritmg by the Engineer. Notify the engineer if lesser capacity material is ' ; I I � I �.� ,�p'Q�,�.oi��.y � I I I I I I 8 U1eld�d to Nlew B e�m I I I � ��
er�ountered beFore proceedin g with the work. ; ' I I � I ,��� �p�� � I I I I I I I I I I I I ' ��a re _ ���k�, ��
; ' ; I I j ��� � +y��'�a� I I I I i I I I I i ��� I j I I � �
53 Mason Srnet - Sunme #204
� p i l� I I I �� �sachuaetts 01970
' Req�ements for�Str�ulctu alf Concrete (ACI 318A and t en G mmonwealth , � I I j ,�° + �� �1�\� I I I I I I I I I � I I I I I ;
, � � I \�� ° '}' '�' � � � � � � � � � � / � � � � �
; of Massachusetts 5tate Buildin Code. In case of conflict the State � � �o <� �
9 , � � � � � '� I ���. I I I I I I I I I I �� I I I I I
, Building Code shall govern. No concrete ahall be placed on frozen , ; I I I I I I NewIUJ 12 x I(� Steel�B�am -�Set Leuel I I � I I I ' (978> 82$-'�6
; ground or placed when the temperature is below 4�D degrees �ahrenheit ; � � ��_� w/ 21 x 4" al I l�" OG IKnee UJall for �oof Pitich I� I I � ; li°d`°61@g�,�•`°m
; without written permission from the �ngineer. � , I I I I I I I � — I �I ; �°°°°�'°�
, � i i � � I
. ' ' I II �---------� ----------------- '
' I � -- — --------- -- �
; Goncrete shail have a minimum compressive strength of 3�0(D�D psi � 28 days. ; �, I I I ;
; Slab concrete shali have a mirnmum compressive strength of 4�Omm psi � ;, I I I I I I � �
' 28 days. Csrout under column base plates and under other bearing plates ; � I I I I � �
' ---- --------- '
� shall be non-shrink, non-metallic grout with a mmimum compressive strength ; � � i � I I � — ;
� �----- — — �---------� - -- — ------- '
, --------- --- ------------
; of 5mOfD psi � 3 days. Stairs walkways, and structural slab concrete shall � ------ ---------- --- -----------� -- —
----- — �
; be air entrainment l5-lia content). � , ________L_________� ____ '' '
; ; ,r----- -- � � -----------� -- — --------- — ;
I ; 7he budding walls retaining earth have besn designed based on lateral ; , � I �
� support from the completed Floor slabls) and Framing. � � ________L_________� ____ u ;
' � ____________ __ _ ______�__
_ , Job Nambex:
; Interior slabs shall have a steel trowel Finish unless otherwise noted. Exterior ; � � � I ; L�rch 1�-�18
, slabs shall have a rough finish unless otherwise noted. , , ________�_________ � ___ __l_ , Date:
, ---- -----------�
, �-------- � � o � -------�--- - ; �3/��/l�
; Rebar ahall conform to AS7M 615 s 3�D5, �y = 60,��D�D pai. UJelded wire ' , � � 0 �� �
� fabric shall conform to AS7M 185. � � � I ; No. Date Raviedoa sY:
I � � , ---------- �
-------- ----------- ---- �
, , � ---- ----��-----a---
� r-------- — �
; All structural steel work shall conform to the latest AISC standards using ; ; n ��� I ; —
I
�, ' ASTM A-5m for all rolled sha�es. ASTM A-53 - Grade 8 For all ste�l pipe ; ' 1 j �—�- '
� ' -- ------------------------------------- --- -------------- �
columns. ASTM A-325 bolts. AS7M A-3Dl anchor bolts t welds made ' =---------- � —
� byacertifiedwelderwhichconformstotheAWSDI.I. Applyoneshop � ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
; coat two mil. min. dry thickness paint lTnemec I�09 gray primer or equal). + � 2 ���,�I�I ���� �� ��I�� ����, 1/2 n = �i_�u —
' ?ouch up all bare ar�as including bolts, nuts and welds after erection. � � _
� ; Symbol shown thus indicates a moment connection.
, , _ —
� Allcarpentryworkshallconformtoth� latestNLMAstandard5using �, T�- � - - - - - - f - - � - - -r - - - � - � - - � - - - r - � - - - -I" - � � � 1 - - - � - - f - - - - - -I" - - - - - � - - - - - - � - - - - - -I- - - - - - 1 - - " - - - f - - - - - I" - - � - - �- - - - � - f - i � - r - - - - - - - - - 1
; Fb = I,m(D(D psi E E = I.I x I(D°6 psi For dimension lumber ; , � I I I I I I I I I I I I I I I I I I ; _
, �b = 2,6�f� si (12" dee beamsJ 4 � = 1.9 x Im°6 si for LV1.'s ; ; I I I I I I I I I I I I I I I I ;
p p p , I I I I I I I I I I I I I I Project:
; ' � I I I I I I I I I I I I I I
� All lst floor headers shall be 2 -2' x I�D' llnterior 8 �xterior) Unless Noted ' � I I I I I I I I I I I I I I I I I I � UJitch poctor
� I I I I I I I I I I I I I I I I I I
All 2nd floor headers shall be 3 - 2" x I�' (ExteriorJ s 2 - 2" x 10' (InteriorJ � Renovation Pro�ect
, � I I I I I I I I I I I I I I I I I I
, Unless Noted , ; I I I I I I I I I I I I I I I I I I �
� � I I I I I I I I I I I I I I I I I I �
' Cooperate with all other trades 4 refer to Architectural, Mechanical ¢ � � I I I I I I I I I I I I I I I �,�--+- I I ;
, Field Gonfir Bearm Condi�.ions a �l�w I I I I I I I � I I I I
� Electrical drawings for the installation oF sleeves, inserts, chases etc. ; ; � I � Colu�nn Loc ion - i�eview w�/ the Ahchitectl I I I I I if I I I I �
� , , � I I I I I I I I I i I I I I I '
� The contractor shall verif all existin conditions and dimensions in th� field � � � I I � I I I I I I I I I I I I � I I I I I �
� y g � � � I I I I I I I I I I I I I I j I I i I I '
; and shall notiFy the Engineer oF any discrepancy before proceeding with � ' I I I I I I I I I I I I I I � I I I
Im9 Lafa ette Street
; the work. � ' I I I I I I I I I� I I I I I y
� ; — I �- I—�— � — ��— � Et ; Salem, Mas�,�chusetts
, � ; � � � I I i i � i i i i i i i � — � c���
� The Contractor shall provide all necessary shoring d bracing untd all ; I I I �---------� -------------------- — — ; ��`�� L�v��^,�
; structural work is complete. � ; I I I � � New 2" x 4° a 16" OC Knee , ,�`� �� �
� � � I I I I � � Wall � Edge of Modified '- o.� �'
� 7he Gontractor shall prepare and submit shop drawings < submittals for , ' I I I I �ramin ; �. � -
� , ----
; Foundations, structural steel Frame B light gauge metal frame and obtain ; � � � i � I I — ; �`a,: � �}�
� � � r----- ----------- �--------_—� --------------- — — � ; �:��5� �.�f� S
� the Architects approval before proceeding with fabrication and work , ---- ----------- ------ — ---- --------------- — — �, F;�.,.. �
� ' � --------�---------� ---- ' Framin Plans
� All foundations shall be adequately braced prior to backfilling � �----- -- � Mo iPy Existing Floor Joists to � g
' Notes
, , � � Ac ept New hcp Lift - Top of ;
� � � --------�----------� --Ne �/4" Piywood Deck 3' �
; � ------ -- B�t 'E�i�iY�'�'�6bY"—F�'a�c�hsa'c�'— — — — ;
� � � � � Are �
; � I I � � � s�.,a:
, ; ; --------�---------i ---- ------------------�---------+--- - � as not�ol
,
� � �--------
' � ' I I \\� � ' Drewing Nnmber: �.
� I i
� I �
� . � —____�____�_______ ___________ ___�__—__—_—_�______�__
�i � \ I _
�� � r-------- �
„
� � � \\\�� —f— �
k I �
i
4 � '
i � � � e
�
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
� �t�����r�l �lo���, +�ts � 1 ��r�i�l �i�st �l��r �r��ni+�� �1�+�, 1/_2" _ ��_��� t
I
, � m�Wl�h!A II016 R Nmmn�-Ntl:xWr,Ya�Po�Ma flawrM
. . . . ... . .. . . . . . . . . .. . . . . . ... . .... .. _.. . . ., .. . . . . . .._ . ... . . . . . . . ... _ __.. ...... .._. _. . . �