347 HIGHLAND AVE - BUILDING INSPECTION (5) . �
; $�?�' Z �� $ -� 3d
� The Commonwealth of Massachusetts
> Board of Building Regulations and Standards CIT'Y OF
Massachusetts State Building Code, 780 CMR S��'��dED
��� � ff �Er��1�1Ary 0 ��
�� VICES
(� Building Permit Application To Construct,Repair, Renovate Or Demolish a
One-or Two-Family Dwelling
� ��� � °��` �� � � This Section For Offic' e Only `� -� ��' 2 9
� Building Permit Number.�� e �� ��� ��� '�-�� Date Applied: � - .,.
1 _ h . � �/ ,2 /,
V / Building Oifcial(Print Name) ' - ' ` � � � �Signature � � ' ' ' - Date
I � - "� ' � � �� � SECTION 1:SITE INFORMATION � �-
^ 1.1 Prope Addre : 1.2 Assessors Map&Parcel Numbers
Ui ����i� '�ahl�a� a�
[� 11a Is[his an'2ccepted street?yes .x no Map Number Parcel Number
_ � 1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
].5 Building Setbacks(ft)
Fron[Yard � Side Yards Reaz Yard
Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.4Q§54) 19 Flood Zoue Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑
Check if yesO
� � ' . SECTION 2: PROPERTY OWNERSHIP' - - �
2.1 Owner'of ecord�:
�r�e �,;kc;� s►�i�+e� �le� �il� of��v
Name(Pcint) City,State,ZIP
3y7 �I�n�nr� /� n5�i��f,�-v'io+l r)orYl�•SLIJ(�5• v2�
No.and Stree Telephone - Email Address
� SECTION 3:DESCRIP"I'lON OF PROPOSED WORK�(check all that apply)
New Construction❑ Existing Building❑ OwnervOccupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units O[her ❑ Specify:,: �
Brief Descrip[ion of Proposed WorkZ: '1 'c � S � . i � Y1 ��,
� l
SECTION 4:ESTIMATED CONSTRUCTION COSTS �
' Item Estimated Costs: ' `� O�cial Use Only - � '
Labor and Materials � �
1.Building $ �1. Building Permit Fee:$ � � Indicate how fee is�determined: .�.
.�Standard City/I'own Application Fee, - -� .
2.Electrical $ �— � .. � 3 .` . ..'.
� O Total Project Cost (Item�x multiplier x
3.Plumbing $ 2. Other Fees:�$ � ' ' ` . . � :• f ��. e..
4.Mechanical (HVAC) $ . List � e � - _ �
5. Mechanical (Fire $ � " .. . . " , ����e
Su ression Total All Fees:$ �`� � � ,= h:._ { e .
�� 5�� Check No. ' �Check Amount:� Cash Amount
6. Total Project Cost: $ j ❑�paid in Full ��� ❑Ouutanding Balance Due: '. �" k �
M r�,�� �, T I l� �'Z8
�"�l)l�l�"11 O N 5 " 1 n3 S'1�� T ���
. �
. i CITY OF SALE��,1, �'L'�SS.�CHLSETTS
BLu.D�c DE.r�xr.��r
`• ��• l?U W�SHINGTON$TREET,3"FLOOR
' � �' TEL (97�745-9595
FwX(97�7�9846
lC��(gERLEY DRISCOLL
Vf AYOR THobfas$r.P[F1tx&
DIAEGTOR OF PCBLIC PROPEAIY/HL'IIDL�IG CO\L�QSS[OV ER
Workers' Compensation Insuraace Aftidavit: Builders/Contractors/Electricians/Plumben
4nplicant Information Piease Print Leeibiv
Vat11C(Busim.�sOr�anizatioNlndividual): � "1• ��o ��f(�.
Address: ��. �v'I� �o��� ��� �✓1 �— U� � � (�f�
Ciry/State/Zip:�(LJJTn �� Gr �Q Phonel�: ���� �JQ•-7U3 �
Are you an employer?Check thsaopropdate boY: Type of project(requtred):
I. 1 am a cm lo er with_� 4. � t am a gencral conhactor and 1 .
�employees(full and/or pact-timc).• ha�e hired the subcontracbrs 6. �,New conatnution
2.� 1�am a sole proprietor or partner- lisred on[he anached sheet� �� ❑Remadeling
ship and have no cmployca These sub-oontcactors have 8. ❑Demolition
working for mo in any capacity. workers'comp. insurdnce. g, � guilding addition
[No workers'comp.insurance 5. � We are a corparation and its �0.� Electricat re aus oradditions
required.] officers have exercised their P
3.0 I am a homeowner doing all work ��t of exemption per MGL I 1-❑ Plumbing repairs or additions
myself.[No workers'comp. c. 152,§I(4),and we have no 12.0 Roof repairs
insurance rcquired.J t umployees.[No workers' 13,0 Other
comp.inwrance required.]
•nny applipm dvu chceka box pl mus�also fill aut the uc�iou bclowshowing the'u o�wkai compensuion poliey infuimazion.
r 1(nmeuwnns who su6mit Mis alfldavit indicuing�hey are doing all work and thm hite outaide contracrors miut au6mit a xw aTJavit indicating auch
=C�mranan�Aa�chaek thia 6ox mwt anxhed an aJditiwial aherl shuwing tM name of the.mb.controctqs and theG woAcen'mmp.poliry infqm�tion.
!um aa employer that is providing�vorktrs'compensarlon Lrsarnnce jor my empluyees. Below!s�he puUcy ond fab slte
i��foimulioa —{- � .
lnsur�nce Company Vame: �G��� 1 �tJ •
Pnlicy k ur Self-ins.Lia q: �,� �O�3���0� F�cpiration Date: t � . �. `
Job Site AdJress: 7Y7 '7l 1��� J'L"� - Li[y/State/Zip: S CtP.�,��
Anac6 a wpy of tbe workers•compensation poliey declaratton page(showing the pollcy number snd ezplratlon date).
' Failure to secum cove`age as reqoired under Section 25A af MGL c. 152-can lead ro the imposition of criminal penaltits of a
fine up m 51,500.00 nnd/or one-year imprisonmen4�s wel!as civil penrlties in the Corm of n STOP WORK ORDER and a fine
of up to 5250.00 a day against the violamr. 13e advised thnt a wpy of this sta�emcnt may b:forwarded to�the�O�ce of
Inves�ig�tiunsuFiha DfA forinsurance covemge verilica�ion.
/do/rereby cerltJy under thr pains und penalller ajperjury that the iafarmuNon providrd vbuve is irue and carrett �
Sienatt�re_�/ /��`�"" Date• `U i 2��1 �
Phone#: �.�� U1l 6 ��C1�� �
Oficia/use oi+/y. Do not wiile in this una,to be cunepltled by ciry or Iown o�cinL
City or Tuwn: Permitll.iceme#
Issuing Aulhority(circle o�e):
I. BuarJ oflie•rllh 2.Building Department J.Cityll'own Clerk 4..Electrica! [nspec[or 5. Plumbing tospeetor
6.Other
Cuntact Person• Phone#: �
'._ ..T.......,.a..�.,.- . . . . .. . --:�-_...,......:.e..............._. .. . . . _...._.._..� _..�__. .
' . � - �-SECTION 5: CONSTRUCTION SERVICES . � 'I
5.1 Construction Supervisor License(CSL) � I o2q2� � � �
• �(,�__y ry��(� LicenseNumber Expira[in ate
Nam— e�Holder ����f� I
\Jil- \Jv�}- 3 DJ '�/ List CSL Type(see below)
No.and Shee[ Type , Description ,. .
Wv, ,,,rn /"I/���� Unrestricted(Buildin s u to 35,000 cu.lt.
Restricted 1&2 Famil Dwellin
Cityll'own,State,ZIP M M� I
. RC Roofm Coverin �,
� WS WindowandSidin
��/ y�� „,,,� SF Solid Fuel Buming Appliances
��� �'7U.1 /'���f I'7/l�$'���• �Glr�7 I Insulation
Tele hone EmaJ address D Demolition
5.2 Registered Home Improvement Contractor(AIC) \ ., jZ�O, � '/.,
� � . G �j l � 7 l.�
1• �I GiU� . HIC Registration Number Exp ratio Da[e
HIC omp�q'Name or HIC Registrant Name
�� 47c,� �17T�1 ���u /U -G!I/1'�
N an Street Email address
�,Jo �r��l.q- 61�? �'cl-8S�•�3%
Ci /Town, State,ZIP Tele hone �
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.�152.§ 25C(6)) rt
Workers Compensation Insurance affidavit must be completed and submitted with this appiication. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ..........❑ No...........❑
�SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN - ' � �
OWIVER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT.. �
I,as Owner of the subject property,hereby authorize
ro ac[on my behalf,in all matters relative to work authorized by this building pertnit application.
� ,
Print Owner's Name(Electronic Signature) Date
- SECTIOPI7b:OWNER' ORAUTkIORIZEDAGENTDECLARATION � 'y�°
By entering my name below,I hereby attest under the pains and penalties of pequry[hat all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
� ; l�� 1� �.���
Print Oumer s or Authorized AgenPs Name(Elechonic Signature) Date
� " „ NOTES: � �° � ' � ��
1. An Owner who obta.ins a building permit to do his/her own work,or an owner who hires an unregistered con[ractor
(not registered in the Home Improvemen[Confractor(FIIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HTC Program can be found at
www.mass.eov/oca Infortnation on the Construction Supervisor License can be found at www.mass.Qov/dps
2. When substantial work is planned,provide the information below: -
Total floor area(sq.ft.) ' (including garage,finished basemenUattics,decks or porch)
Gross living azea(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system � Number of decks/porches
Type of cooling system � Enclosed � Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
�. DeYails Page 1 of 1
- ��J`iir.� L ecciie of.�e�xccutivc OF ic cr i��.C'�dc Sa`nF}snd Sc,u�.f-;c�CPS5i
btass.Govrione >teteAaunCios
ensee Details
Pmoaranhic Inf�rmati
ull�lame: " ' M T EW T MAYO
ender.
er Name:
dress:
ddress 2:
�City: WOBURN
tate: MA
Zipcode: 01888
o nt : U 'ted tates
icense o: CS- 0 2 License Type: Construction Supervisor
Profession: Building Licenses Date of Last Renewal: 7/9/2015
Issue Date: Expiration Date: 7/11/2017
License Status: Active Today's Date: 10/21/2015
econdary License:
Doing Business As:
atus Chan e: Lic se Renew I
o rere uisite Information
No Disci line Information
ocumen um .... ........ . ...._.
� � Close Window� �
OO 2011 Commonwealth of Massachusetts Site_Policies Contaet Us
http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=29184... 10i21/2015
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FF , PROJECT
:, ' � �� ELEV.=TOF 2'-11" .a�.. ; �. ELEV.=TOF 2'-4" m
:. �.^.. �. ,, :, .,- - , ..- : �. ELEV.=TOP1�_9„ . � r : ELEV.=TOF+T_2�� FF . N Northeast
. ��� � - ELEV.=TOF 0'-7"
Elevation Note ucNr FixnaE. �EE�=��a=����TM'= � ELEV =,TOF a0'�-
ma��,�no,��=��e,m�„�e���o��o�a�d,�o.ado�,earo,a ,� Animal Shelter
raen�aw�ms�eia�e�o�sw�uo�.ow�erm�s�avp�o.ewwuo�ara e��mwe.o.�
eie.auo�: '
347 Highland Ave,
Salem, MA 01970
SIDE ELEVATION „ I n d ex 5' 0 5' 10' KEY
TOF=TOP OF FOOTING
SCALE:tle^=1•-0" 51 Scele:t"=10•-0^ FF= FINISH FLOOR eaia nywo s��yP,�e sy:m�,mc
• St.PLAN LAYOUT 8 ELEVATION . ocumEHisnno uwsuzeinsmuwenrs
WARNING orsEavicerwow�meso�vaoaErvmor
- sova ovrvnmics uc ary nne sue�Ecrro
• 52. CONCRETEANDMEMBERSCHEDULE r�eownereccep�sanresponsieiiiryrormmpie�ery covrrvicxrww.000notscaiedrawinys
FORAPPROVALONLY remow�y�nesnaaetae�i�rromsieeirame. � PROJECTH Neqnnq
S3.COLUMNDETAIL �M1'henanyseverewealM1ercond�onsareexpected DesignEngineer E.DeOliveire
❑ REVIEWEDANDAPPROVEO � SucM1rantlitionsinclutlepredictetlspeetlsof90mpn+. NORTH DrawnBy E.OeOliveira
S U B M I TTAL CoverMUSTberemoveaQonsetofsnowseason r�w.rvw e„n.m=� EngineerofRecortl FWNA
❑ REVISEANORESUBMIT • S4.GENEftNLNOTES Fao�oae:y�wa�aapidaemo�aisy:�em•
. ❑ REVISE,NORESUBMITREQUIRED '�� Da�e 9/22A5
I ��,/'�rD Revision
Elevation Note: S��e
V � wvaov�sicrvnru� oare__ Tneconvactorinstallermustvenrylowtionantlelevationsbefora SHEETNo.
10:04 am, �Ct �8 20�5 *MeseoanwiHes.r,aeroa�aao��.u,oeroerinmonu+E raormatio�orstea�anaco�sw�uo�.ownarm�stepvro.aio�tiona�a ��8"=�'�"
NOLFINPL,TryEIRPIlRPOSEISONLYiOGONFIflMPROPEP BI¢V2110115 C � �F 4
� INiEPpRETPTIONOFT115PROJECi00CUMENi ` '
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�y(H OF
SEETABLE .�a��� DAVIDAL�`
CENTER CONCRETE DATA TABLE MEMBER SCHEDULE ° �
o HAHfMANN m
e.ca o.c Footing Dimensions s,�g,aco��,e,eFoo��g STRUCTURAL
Length(ft) Width(ft) Depth(ft) CuYds N� qty** Name Description N�.�`31
6•_T e'-]" 44" t \o �GIST9"'�
Steel t0 R bOttO�T1 1 12 COLUMNS HSS 0 14.00"X 025" (GRADE-B)46 ksi �^.�j"''r-y
Horz(qty) Horz(qty) Rebar # Total qty ��?i'- � .1���
� 2 24 COLUMN RING LUG PLATE SEE S3 S 1/2"PL (A-36) .x-,.
o s s us ie
a g g p� �e 3 120 ANCHOR BOLTS 0 1"X 30"LG SEE S2 FOR�ETAIL
w 4 40 BOW SHACKLE+WASHERS 3/4"0 BOW SHACKLE NUT&COTTER PIN +(2)WASHERS EA ci S E
� � u
5 20 TURN BUCKLE 0 3/4"X 6"BODY - H w
w • • CORNER CONCRETE DATA TABLE 6 20 DEE RING �Polyfab Pro DEE-RING THIMBLE AISI SS 304 a ^ m
Q • • Footing Dimensions s;�g,e�p��,a,eF�„�g N m �
7 5 - PERIMETER CABLE 03/8" R 03/16"STAWLESS CABLE AIRCRAFT CABLE(7X19) w
w � � Length(ft) Width(ft) Depth(ft) Cu Yds � � Q
� 8 12 CABLE CLAMPS 3/8"&3/16" 316 STAWLESS CABLE U-CLAMP
8'3" e'3" 43" �
� • � 9 12 COLUMN CAP PLATE 1/2"PL (A36)SEE DETAILS S3 � A
Steel to & bottom
Horz(qry) Hoa(qty) Rebar it Total qry 10 5 SHADE FABRIC PANEL POLYETHYLENE KNITTED MESH Z
9 9 � �e 11 20 WEB STRAPS NYLON WEB STRAP �
9 9 � �a 12 12 COLUMN BASE PLATE 0 23"x 1 1/4"PL (A-36)SEE S3
� i e
Concrete& Bolt SPEC. 13 12 CONCRETE FOOTING BY OTHERS SEE S2 � � i.�
(10)01"X3�"LGFULIYTHREADE�ROD LL ; �
9 F
F1554 GRAOE 36(NOT SUPPLIED) q
WITH(3)NUTS.(3)WASHERS PER R0�SEE DETAIL o _
CONCRETE F'c=3000psi @ STD.AGE 28 DAYS N� �
N OTE. CONGSTEEL RElnforcement BARS 3 3
STEEI.Fy=60K51 (AGI318122.1) N
SeeStFORGO�umrv�nvOuinrvo ACCESS 3"MIN.CWERAGE � Y
o O
LOCHTIONOFCOWMNMFOOTING � LL
roF=roaoFFooTiNc HOLE NOTE:
T05=TOPOFSURFACE xa curour�o�orcoiumx E
sEHo�esrvae�cmicu U N
s�x3•e�ecrRicn�nccessHo�e DETAIL NOTE! "
24"FROM BASE PLATE �
4 LL
WHSHER90TH
FF � SIDEOFPLATE � �
ELEV.=GFAOE f/1 p
pp LEVEL NUT+(2)WASHER m z OrvTe0ii0 ESioe �N pp
2"4000P51 NON SHRINK GROUT � .a m
m ^
N TOF + NTALLCONNECTIONSwA5HER5 O O Q � �
— - " � LEV.= C v
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a . .. . . d' a Q
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� , �'�_a "- - ELEGTRIGALGONOUIT ¢ O �
���g �' BY OTHERS � O v
� � , ���, w FOR APPROVAL ONLY a
COMPACTEDSOI a e e � ' � N
� •a �.a . . . -- ❑ REVIEWEDANDAPPROVED
� � . ❑ REVISEANORESU6MIT
� — e aa COMPHGTEOSOIL LOCKNUTS! ❑ REVISE.NORESUBMITREQUIRED PROJECT
i i� �y1_ y
(1 NUT
3„ REBARTOP&BOTTOM qpPROVpt51GNAIDPE'........._._.........._._._....�PTE:.................... NOI 111G�S1
THESE ORAWINGS.PRE FOP PPPROVPI.Pry0 BY�EFlNITON PRE
NOT FlNPL.THEIR PURPOSE IS ONLY TO CONFIRM PPOPER
SEE TABLE w.erwurnrion or TMis vaaecr oocvmsrvr
Animal e ter
347 Highland Ave,
S U B M I TTAL Salem, MA 01970
FOOTING FOR ALL COLUMN TYP n
SCAIE 1/8"=P-0' S
CONCRETE WORK SHALL BE EXECUTEO IN ACCORDANCE W ITH LATEST EOITION OF ACI BUIL�ING CODE zou romo s��uw sr++=mz m�
1. 2B DAY STRENGTH:3000PSI -
iHESE OOCIIMENLSPN�PIFNS ME MSiR11MEM5
2 PORTLANO CEMENTAS PER G-050
or seavicewrvo u+e me sa�aA
3. SLUMP 3-5 SOw�'
oYNM11C5 LLL PNO PRE 5119J
coPraicxruw.000notscaledrzwin s
4. AGGREGATECONFORM ASTMC33
� PROJECT# NEA MA
�esign Englneer E.�e Oliveira
• REWFORCEMENT SHALL CONFORM TO ASTM A�b15 GRD 60 ANO ASSEMBLEO IN ACCORDANCE TO LqTESTAGI DETAILING MANUA�. Drawn By E.Oe Oliveire
• ANCHOR BOLTS SHALL COMPLV AS PER ASTM F155q GR4DE 36 GAIVANIZE� NOT SUPPLIE�
EngineerofRecortl FWNA
• ALL NON SHRINK GROUT SHALL BE ACCORDANCE TO HSTM G109 ASTM G939 ASTM C-1090 ASTM C410]WHEN APPLICABLE 10 ] 11 8 � 6 4 5 4 p 1 pate 9/22I15
Elevation Note: Re�;s;o„
The mntacmr installer must venry locauon ana elevations bemre SHEET No. Scale
fa�ncatlon ol sleel antl consUuction.Owner must approve location antl V8"=1'-0"
e�e�a,�o�= S 2 oF 4
COLUMN CORNER ASSEMBLY n
-s�i�� s
�20, SEAL
LIGHTFIXTURENP. �� 3"X3"ELECTRIGALAGCESSHOLE ���=1�� �FP�'S��M�
30"FROM BASE PLATE � �
" 120°NPT �, BE��W @�� S U B M I TTA L � � a � �A.����,�p�� � .
�� i6"FROMTOPOFCOLUMN ' o\a� o o f7�1'-2° ti HA^""'`�
� STRUCN�
io/ �—_ ��0 0°NPT o ' �
� � �� t6"FROM TOP OF COLUMN Z NO��
. i o 0
�__ __ ___________0=
��� � � 40 {3 q,, �OI��
240°NPT ��o�� � j oi 7 1/g„ �,pRF
5'-6"FROM TOP OF COLUMN �o; � �� �`/
� V7'PL �'J
� NOTE: 12 HOLE CONNECTION
/ DRIL Hi a'HOLE INTO COWMN @ SPECIFIED
; PLAN �ocnnoN n��o� ,zo�azao°sioEs TOP & LOW LUG RING PL. DETAIL n � � � �
240 WELD 01"NPT COUPLING X 1 g'LG SCALE:1"=6^ S3 r m
� FEMALE THREAD AT HOLE LOCATION �� 'u � d
9 4 NOTE: ' " m �
' � a
� ALIGN BASE PIATE HOLE WITH �
v � '2 _a�NP�_ ELECTRICALCUTOIITqTO° I �
sni�coN ecii N ; � � 3"X3"ELECTRICAL ACCESS HOLE � � f0
� i m
F ; 30"FROM BASE PLATE i ry�y Z
i2o'Tm7____ ' BELOW @ 0° i � �
i
� ¢ o
'Y+"' � C��.. �� L T m
Yy �
i � a ��y (1)04"holeelectrical �Z ,v i �q � 114" LL ax
� � t$�:��e:'Y � I � � � L
� i ¢ i (3�� 8�� m O
� 4 i ' � m N3
� ' o 0
i NOTE: "' .
� 01" NPT COUPLING X 1 2'LG 3 _g-'� `LL
; FEMALE THREAD WELDED i�z„ P�P E
; AT SPECIFIED LOCATION ALL 3 SIDES i va° a�.ensE �
� �
WITH 01 4° HOLE INTO COLUMN 3�8 �
�
_ --- 240°NPT LL
M I
� LOWLUGRI � I ALL BASE PL. DETAIL n No
� 2 SAILGONNE ION i COLUMNS SCALE:1"=6" 5 � �
EQUAL 8 SUPPLIEDBYAPOLLO po
NOTE: `'�' QTY:12 I/8" A-36 PL. o �
t
Apolla fl FWNA no�responsible lor Q
iany elecNcal tletall an�wmpliance. _
Apollo ony�o pmvltle atlacM1ment `� Q
� ACCESS HOLE � � � �
i io (1)04"hole electrical o o �
� NOTE: � � �
� ; 3�xa�curourQa•oFcowMn o o PROJECT
I ON�Y.APOLLO ONLY TO PROVIDE
�i ACCESSHOLESNOELECTRICALNO 1� `. � Northeast
COVEft PLATE IS PROVI�E�. O�.
� ELEGTftICALCONTFACTOR �"�
,�Z � RESPON519LEFORWATERTIGHT o Animal Shelter
I COVER RATE "
i (10)BOLTS
, 347 High and Ave,
i ; CUT OUT 0° 3"X3"ELECTRICAL ACCESS HOLE Salem, MA 01970
i 30"FROM BASE PLATE COLUMN BOLT TEMPLATE n �
i 'I/4"DRAIN HOLE SCALB 1"=6" S3
PJP 1/7' i M ioi3�Nws��e�msr�rem,.i�.
� FOR APPROVAL ONLY FSER°�"�o�,�E�o�E;Ro EqnoF�*s
3�0� I � SOIHR�YWN11C5LLCPNOqqE5lIB1ELTT0
WELD NOTE: ❑ REVIEWEDANDAPPROVED covreicHruw.000notsralearawings
HZ3�� SHAPEEN�STOFlT PROJECT# NEq MA
eiow�we�onsshowN ❑ REVISEANDRESUBMIT DesignEngineer E.oeOliveira
CORROSIDNPftOTECTPlATESaWELOS �ldWllB`f E.DeOliveira
ELEC4RICALCONDUITBYOTHER ZINGeICNConr(za.c.)eecoaEaowoew ❑ REVISE,NORESUBMITREQUIRED EngineerofRecortl FWNA
PAINTCOAT
Date 9-22-15
lU.L EXFOSE�STEEL TO BE(Z.R.C.)
PRIME�EPDXYUNOERCOAT APPROVALSIGNATURE:.................._................DATE:._........_......... Revl5lon
COLUMN DETAIL �� qLLPIATE5MlI5TBEONCEMERTOCOL THESE�RAWINGS,AREFORAPPROVAL,ANOBY�EPINITIONARE SHEET NO. SCaIE
$CALE:1"=6" $3 PWM6PNOHLIGNE�. NOTERPRTATI�NOFTHSSPROJOECTOOCUMENTMPROPER � � ��8��=��-���
OF
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G e n e ra l N otes r. 7 . 2015
4��H OF�
GENERAL: o �
" �a°2 DAVID� N
. HII tlimensions antl olher purely slmcNral tllmenslons shown on lhe stmcNral tlrawings FABRICATION U S AuV,v�
must be checketl againsl the architecWral tlrawings.Customer or archilect is to provitle simctural stee�: NO.��
ceNfietl mrrect site plan before tlesign of shatle slmcNre. S�eel usetl Po�fabncation is manufacturetl per:
S U B M I TTAL ASTMA-SOOSOkslgrade6orG
Report any tliscrepancies ro the architect and engineer of record,prior�o pmceetling with A-1008 antl 1010 carban steel � ��� ''•
the work. Gratle B-1010 thmugh 1022 carbon steel FFS�pqN. �
G�ade 8-1015 through 1022 carbon sleel �
�o not scale�he drowings. ASTM A�35-01.Elednc resistance Weltletl Steel pipe �
All stmdu�al steel plpe(chs)8 Nbe(rhs)is coltl rolletl galvanizetl per ASTM H-513�able 9,
All shap tlrawings shall be submittetl�o amhl�ect or engineer for appmval priar�o unless o�herwise specifetl in ma�enal member schetlule. V � E
fabrica[ion otall items.. 1, All stmctual steel shall be detailetl,fabrica�ed,and erected in accordance with the C �' �
AISC "Manual of 5[eel Constmclion"antl Ihe AISC"Specifications for S�mcNral Steel - ry orn
All items shall be installetl antl set in ihe mrrecl lacation as shown on ihe tlrewings. Buildin9s". U � a
Z. S�eel shall confortn to�he following gratles: O r n
The conVacmr shall coortlinate Ne foundalions plan with the archilectural Orawings for plates,elc..._............................_...A36 � y m �
exis�ing in(rastrucWre and related items. Structural tube......................._FY=55 a
Steel PiPe...............................FY=50 �
The contractor shall also verify all dimensions antl contli�ions in the feltl before sleel Weltling elechodes.................._E]0
tabricatian or concrete is povretl. 3. All weltling shall be tlone by cu�rently ceNfietl weltlers in accordance with AWS 16
slmcWral welding.per ASTM A 135-01.Electric resis�ance Welded Sleel pipe � d
The contreclor shall verify priar to consWction Ua�the new project will not conFlict with 0. All welds are perfo�mee using E]0 electrotles or gas-metal arc weltling using ER Z
any existin9 u[ilities.If conFlicis a�ise,the contrector shail notity the arohitect antl lhe �053 wire �
engineer antl s�all stop working. 5. Unless no�ed otherwise,welds shall be based on minlmum thickness as perAISC
secGan 1.1]on all contact surfaces.
Typical details and notes shall apply unless specifcalty shown or noted otheiwise. 6. All stmc[ural steel,plates,antl bolts exposetl�o�he emimnments are to be galvan¢ed � � Q �
Cons[mction de�ails nol(ully shown or noted shall be similar to details shown for the ZRC coated. � q m
similar contlitions. �. Sleel s�mcWre painl scheme or powder coaled(2me is lo ba eeterminetl by 3
wslamer.
Ar
8.NO FlELD WELDING IS REQUIRED! o .
Building Code Criteria m c
20091nternatlonalBUlltlingCotle PalntBflnlsh: 3 �
As adopted by City OF Salem MA naSTRUCTURnL STEEL ro be RUST PftEVENT PRIMED cormsion treated N�
usE:EvoxruNOEaconr
P�otluctNameZINCRICHPRIMEft(MNNUFNCTURE�BYTCI PoWOERGOAT) � LL
1. Minimumwintivelocityof3-secontlwintlgus�tOSmpM1 PmJuctCode:)520.]0130
Z �posureCategory CastlaMetllnC�epferifi OREpUALPRODUCT �
PJI weltls ro be ZRC Zinc coatetl. 0
1. Tolhebestot�heenginee�'sknowledqeandbeliefNestmcWredepic[etlonOtes[mcW�al STEELSHAILBEPAINTEDWITHONESHOPCOAT�2535MIL5THICKMIN�.THISCOATISF � �
dt3Wing has be2n tl25igOBd�0 COmply With the(OIIOWing: WEATHER RES6TANT POWDER COATING BFSED ON POLYESTERTGIC�MFNUFPCTURED BY N
20091ntarnational Building Code SHER W IN W ILLIAMS OR TIGER DRYUIC Oft EQUAL PRODUGT). �
AsatloptetlbyGi/yOF SalemMH FORAPPROVAL ONLY TOACHIEVEOPTIMUMFDHESION,ITISRECOMMENpEDTHETHEPROPEFTREATMENTAND M
ORYING TAKE PIACE BEFORE COATING.POLYE4ER PO WOER�TGIC)SPECIFlCATIONS SHALL BE HS J
DESIGN:Apollo Sunguard Criteria ❑ REVIEWED AND APPROVED FOLLOWS: LL
� Design wintl loatls forthe main force resisting systems,and for�he selection of -PENpL HA0.�NE55(PSTM�3363) m o
components were calculated in acco�dance with . -HIIMIDITY(ASTM D-224J) O �
❑ REVISEAN�RESUBMIT -so�veNTaesisrancE(vaMerHoo�-saoe�auass�.soFrrvess. � �
� AN51-ASCE]-'10 antl AISC A50 or LFRD tlesign � �
� Minimumbasicwintlspeetl = 'I30mphshatlecoveron ❑ REVISE,NORESUBMITREQUIRED CONCftETE Nm
(ASCE740 equivalent for 105 mph code velocity) Steel...........................FY=60,000 psi(ACI 318) � M
� Mlnlmum Dasle wlnd speed = 110 mph steel frame only Concrele......................F'C=3000 psi @ sttl.age 28 days � p
� Minimum Live Loatl=5 psf APPROVAL SIGNPTURE:........_......_..................DPTE:_._....._......._. All cona Pooting for shatle stmcture to be designed CURRENT ACI 318 . � �
� Fxposure Wtegory= G THESE DRAWINGS,ARE FOR APPROVAL,PND BY DEFlNITION ARE Ne�allowable soil pressure-Assumed @ 1000 PSF. e �
{ O NOT FlNAL,THEIR PURPOSE IS ONLV TO CONFlRM PROPER Denslly+/_150 PCF. � ^
N�I�J INTERPRETATION OF THIS PROJECT OOGUMENT �se ASTM Of ACI st2ptla�tl�eintominy ba�s. y
� The structure descdbed on the following drawings has been designed and Anchor bolts are to be F1554 or as otheiwise specified on tletail a
calculaled solety for�he purpose of sun pmlec�ion by use of a fabric membrane mof Gmut�o be min.F'c=4000 PSI. � r
cover onty.Fabnc 8 strucWre no�tlesignetl for snow loatl unless otherwise specifetl �
above in tlesign cnteria section. ' y
� The shatle struclures are tlesignetl ONLV tor Ue use of AOollo SunpuaN's STD GALVANIZED AIRCR4FT CABLE:
polyethylene fabnc antl NO other fabric type or steel,unless specified in design. ASTM A 603 Zinc coatetl stn¢lural steel wire rope.
� Ail shade simcture fabric coverings are designed Por quick and simpla removal rype Normal diameters used:0]",6�y",6g & 0�"
system.If is fhe owners responsibility is to remove cover when expectan�of any wintl Cons�mction:lXi9 �
torce over]5 MPH.Cover to be removetl befare Ihe onse�of Snow season. � Surtace:galvanizetl PROJECT
'The owner accep�s all respansibiliry(oi wmpletely removing lhe shatle fabnc from steel Care:JWS }
freme,when any severe weather wn0itions are expectetl.Such contlitions inclutle Nom.Breaking Min.s�rength:7.6191bs. � N OI ll I G�S l
predicted speeds of]Smph and above.
Mehic welght�,445 kgA000'
� All Fpollo Sanguartl§shatle sirucNres are tlesigned using the same concept of Shdde fab�ic speeification: Sungua�d Shade Cloth
fabricassemblytothesteeltremeworkfabricatetlONLYbyApollo. An�mal Shelter
� In any violation of any of Ne above menUoned specifqtions will au�amaticalty 2074 Pire Prevention Code(FPC)
release Apollo Sunguartl ana the responsible engineerof recoM Gom ANY antl ALL NFPA i&NFPA�01 Revisetl per Florida version 347 Hig hland Ave�
Gaims,liability or damage ansing fmm any slrucWre faiWre.
S�atlefabricsoedfca�lon: Sun9uartlShatleQoth Salem, MA 01970
� Shatla percentages range fiom 45%through 95%shatle factoc Shade(acto�s vary wIU
cobr antl fabric style.
�NS`PEL"f��N N�T�L`E F�R : FabrictestedusingproceduresoutlinedinASTME-84-91A"StantlartlteslmeUiodfor
surtace buming characteristics ot builtling ma�enals',specifietl in NFPA 255,UL No]23,
Building Official 8 Site Inspection Approval nNsizSssuscs-,aNFPn�o,. zp„���os,�,,s�„m,,�
These plans and the engineering of these plans is ONLY valid for the strucmre �xeseooc�ME+*s�+orw+su�e iNsmumeMs
Fabnc ID:Apoilo Sunguartl Shatle Clolh ovsEavicennoaaen+eso�evaoveattov
or product fabricated solely by Apollo Sunguard Systems. so„wovwvni�s uc�ou.esva�ec,.o
BOTH Structural steel components and fa6ric MUST mntain authentic Apollo ResulC ilame spreatl index-15(dass-1),smoke index 75 correiax*uw.aoo�ois��a d�aw��e:
PROJECTB NEA MA
Sunguard labels and instructions.Use of any other steel,fabric or other Result shatle fabricmeets all requiremenls es[ablishetl in NFPA101. pesign Engineer EOe Oliveira
components not supplied by Apollo will be a violation of trademark and the coloursnaae(MK-Bic) z-constmaion(supersolids7
engineered plans will NOT be VALID.Apollo Sunguard&Engineer of record Bursts�reng�h:228 KPA Burst strength:260 KPA orawn ey E.oe oliveira
will- NOT 6e responsi6le forANV and ALL liabilities or daims herein.All Faeric mass:zoo GSM Faeric mass:iss Gsm engineerotRecom FwNn
warrantywi116eVOID.6uildingOfficialmust inspectandreportanyviolation Tearshength:83KG(WARP) Tearstreng[h:100KG(WARP) Dale 9-ZZ-�S
182 KG(WEFT) 210 KG(WEFT) Revision
herein.To report or inquire authentication of pfoduct during site inspection These are ihe minimum load tes�ed specifwtionsfor all Fpollo Sunguard Fabncs. Scale
ContaCt:1800-319-1010. SHEET No.
1/8"=P-0'
Specific Apollo Sunguard Shatle Fabnw mee[California Sta�e Fire Marshal /�� OF
Requiremenls in Sec�ion 13115 under California Health 8 Satety Cotle. `_
v 4