10 BLANEY ST - BPA-13-231 WOOD HANDICAP RAMPr--
t. -
'Che Cornnwnwealth of tMassachusetts
Department of Public Safety
A '"„ i \IauatIIIISO s Stale llodding CoJr(1-1411 LAIR)
Building Permit Application for,uty Building other than a One-or I'wo-liunily Dwelling
(Ibis Section For Oflirial Use Onh•)
IAIiIJinl�1'rnnit Nunrbcr' _- -_ _ .. Daly Alylied: 9/4/_12"
SLC I FON 1: LOCA1 ION(Please indicate Illuck Y and Lot p for Inettions for which a street address is not available)
10__Blaney St Salem 01970
• - ----- -- - - -. Terminal Building
- —
Nu. ,md Slnrt Cil)';town
) Name uF Building(if applicable) -
SIiCPION 2:11I4011OSED WUItK
Ftliliun ul.MA S1.rte C,dv o%t-tl - If::Veto Gnlstnlrliun thcrk here❑or Aleck all IhaLI + + --_ _---- -- -
f l 1)'in Ihc•I+vu rows w belo
Fsisliul; BuilJinit 13Repair❑ ;111cr.uiun ❑ Aalditiou 13 Ucnmlittun ❑ (Phase till uuLmd submit.lppvnJix l)
Ch.nll;a•of Use ❑ Change of Occul+.lncy ❑ Other ❑ Specify^
_ :It re building phots.unl/or construction d,h'untcnts beingso pplic(I is part of Ibis permit applit.rtiun? Yes 13 No ❑ -Is an IndepvoJent Structural Engineering Pcer Review rv,uired?
Brie')Description of proposed Work:__ Install wood handicap ramp Yes ❑ No
SECTION 3:CONIPLE'rE THIS SGCr[ON IF E)(ISTINC BUILDING UNDERGOING RENOVATION,,\UU!'1'ION,OR
CHANGE IN USE OR OCCUPANCY
Check here if.ut rsisting RuilJing Investigation and Evaluation is cuclused (See 780 CMR.1.t) ❑
Emsling Use Group(s):
SECTION 4: BUILDING IIFIGIIT AND AREA
Existing Propusral
No.of Flours/Sturics(include basement levels)h Area Per Fluor(sa(. ft.)
Petal.free(sq. ft.),Intl rut,d IIvigitt(ft.)
SECr1ON is USE GROUP(Check as a Iic
Q :\•50 able)
A: AssentbiyA-1 Q A-20 Nighltlub ❑ :\-) Q A-I
F: Facto P-) ❑ FAQ B: Business ❑ F: Educational ❑
I1: vd H-I ❑ ii-2❑ i 1-.1 ❑ 11-!❑ 11-3 Q
L• Institutional I•I ❑ 1-'❑ 1.1 C3 I-4 ❑ Ili h tlaz.
,,\F. Mercantile❑
S: .Stomge 41 ❑ ti �❑ R: ResiJential R-I❑ R-'_❑ It-3 Q R-4 Q
SI,ual Csc - U: Utility❑ Special Use C3 and please tivscrtbe bcluw:
SECrFON ti:CONS"f ItUC TION IYI'F.(('heck as a t Iicable) -
i:\ ❑ ilia UA Q IIB Q
_____ SECTION is SITE INFORM+\ZION(refer to 7e0('.\IR I1LUfur Details on each itvnt)
W.uer Supply: I Floud Cone Information: .Sewage Disposal: 1'reneh 11cntdt D
ebris Iteuurvai:
Pit bhr❑ C L•n{,d alit+nic Hontl /I'll,-❑ India.nc noon,ipal Q A Inntdlt I,Ill oat by I nrna•d Iti.pnsai L4ih'Cl
I'rra alp❑ „r wJvnlrh'/r Jnr
.'r.Ul IC ClIr,luin,10,,rirvnah orspot1k
Ha\a1Pro
Ifailro.Id richt-.d +v.l ': prrnnl itrm 4'sv,l❑
Y I ILvarJs to.\ir.Vacigation: ..
\"t \ppin.rl•I''t L`trm Into urlhm.urp,vt.rp!•m,n It .rn•
1
.•r l"nn.rm b.Ihu61, L....1❑ a' L Ihvo rra rr„ ..,Iuplrlr,l' .
- I l l IONI:("O.V 11'.V1 r)F("I'H riFI('A 11:Of OCCCI'.\:V('Y
L .r ldrn)q.1 111•r..1G n.hw Iwo
14rs lhr l•iuLluq;..•ur•orr.w •-!•un6lor tic.Inn' t .,ul,inllr.,al )'rrll,v•r
I
u
a
I— til!( I[ON 'k 1'RUI'I'I(lY U1VNFR \UfIIURIL:\I[ON\diva dud .\d In•ss ul l'nopvf% Omi r
No •utdStreet City/ town Zip
Nante (Print)
pl,peris, Ownvr Contact luformatiun:
I'ille.___.____ frlvphonc No. (business) telephone No. (a•II)
e-mail,nldress
It applicable• the property' owner hereby authorizes
Street Address _City/fSlate Zip
Nome awn
to act on the pro rly wn r' behalf. ill al nt tttt r r-I n •iv t, work wlhorized bV this building ter�tit•tPPliealiun.
rit
If buildin.is Icss Ihao 150 XI cu.WNftO"CON5fRU nd or not tO Jcr COLtruau n Grlltn I then ch ck her,O matt.ski r Svcliun If 1)
10.1 Registered Professional Responsible for Construction Control
(3we 4.rssu( 50j .775 ._ 7-37-1 DC-Eldbuutr\&"- c:0rn _ --
1'rie hone No, c-snail address Regivlratiun Number
Nonne(Rtstrast) re�';' Frw.eltr.
Vk A cl7$
` --- F-- Slate Zi Discipline Expiration Date
tilrect Address City/Town P
111.2 General Contractor
tFMpj7_E beSly-t kr,. Co(NSF / ir '�o✓N L I—
�
Company Name 1.v
�c�rtrll T!
1"1 a Gh ap 1 -----
Manic of Person Responsible for Construction License No, and Type if Applicable
�7/a Ol �i?a
1 11 oca&g Ave Cxlvuce�lrr
Street Address City/Town State Zip
it ?-1 617 .06 _ 417 ( I✓ ,ye , Corsety'Ea (21 CMP ( 2L OCS , CGl —
rvle thune No. 1business Telephone No, cull c-mail address
SECTION is;tat 'r f.rr.:• t w'an'1 V,.)I It 11, 01-11 Il 1,.M I .0 r11 W,\I I M.G.L.c 152.1 25C 6
A Workers'Compunsaton Insuarnce Atfidavit from the MA Department of Industrial Accidents must be iumplcicd and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a si;ncd Affidavit submitted with this application? Yes, No O
SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE
Estimated Costs: (Labor
Item and NlatMols) fatal Constnretian Cost(from Item b) -
L Building S 15uu, Building Permit Fre'Total Construction Cost x—(Insert here
2 Electrical S appropriate municipal factor) '5
t Plumbing Note: Nlinicont.tct nuutici talily
nnun Ere"5__--( I )
1. Nleclt•utical (IIVAC) 5
3. Niccltdnical Other) S Enclose check pacahle it-
f,
ortISual Cos! 5 -q ar 500, `O (c on 1, t ill t❑ic spa I its-)and write chock number byre _ --
SECTION 13:'S10NAI UItE OF BUILDING I'LItNIIT:\ITLICA N'T
its rnwring nw name holo,, I hercbv mtvst wider the pains and penalties of perjury that.111 of the intormation oMm-'d in this
epplir.ttwo is true anal act urate ill the besl.d uy know led); .ut.l ❑ndentdndiny,. t
Mwt(AaA Cor t¢jl'1 p.t•-nV G•l7 GC,G 1 °1/4/IL
Please rnnl dll sign nantr _ - _ Ilite rrlrrho❑ • (t.nc
1 `l OC La�.n MR (X40,ce>'ftr" tAA �.
<tnrl W,11 ss
- (Im, fot,n •`late /gyp
Nionicipal Inspcdur to fill out this s"tinn upon .application approval: _-- -. �"1^'
I'.1 r
d - a
{
SPECIFICATIONS
EXISTING STNRS TO BE REMOVED
thkCRETE
1. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS:
MNIMUMENT COMPRESSIVE STRENGTH: 2,500 PSI AT 28 RAYS
.. —
MR MUM SIZE
O AGGRHALLEGATE
BE MNHALL B AT IN — BS
REMOVE E%ISTING RAILING — CEMENT SAE OF AC ASTM TE SHALL BE s. INCH.
- — CEMENT SHALL MEET ASTM C150, TYPE II
AS REO'D ,,.
TIMBER
1. UNLESS OTHERWISE SPECEIED, ALL TINDER TO BE USED SHAD. BE N0, 2 OR
BETTER SOUTHERN PINE M,AMA NATIONAL DESIGNGFI
SPECIFICATION OR TMIED BY HE AEOUIVALENTND WH E FIOR DOUGLAS f F
. �., AS GRADED BY WCUB AND RWPA,
2, ALL TIMBER SHALL BE NEW AND SUPPLIED WITH NOMINV. DIMENSIONS UNLESS
OTHERNISE NOTED.
3. ALL NEW SOUTHERN YELLOW PINE AND DOUCIAS FIR TIMBER MEMBERS TO
WHICH THE PUBLIC "Y BE EXPOSED (DECKING, HANDRAILS, BENCHES,
SIMILAR) SHALL BE TREATED WITH ALKALINE COPPER OUATERNARY (ACO) IN
ACCORDANCE WITH AWPA k AWPB.
MISt. HARDWARE GALVANIZED STEEL PLATES AND TERMINAL BUILDING ` HARDWARE SMALL BE FASWONED FROM STEEL AND�GAUVMIZED AFTEBOLIS AND R
FABRICATION.
EXISTING CONDITIONS
C SCALE: 1'-ID'-0'
NEW CONC LANDING
/ EL 415 6
y NEW EXPANDED LANDING
EL NB.Da INSTALL ELEVATED PLATFORM -
4)4.3 ON EXISTING DECK dao
EXISTING STAIRS ,, 'F NEW 30' ADA RAMP T ;
6 O 1 12 SLOPE MAX
DOTE:
t '
AND RAMP
.y M�i,
THE KREOUIRE ENTSOOf THE SALEMUCTIONH BUILDNG
MEET
DEPARTMENT FOR PUBLIC ACCESS.
s
TERMINAL BUILDINGSITE PLANS
RE-GRADE AREA TERMINAL BUILDING ACCESS
TO MAX 1:20 SALEM WHARF
SLOPE CITY OF SALEM
�l PROPOSED CONDITIONS SALEM, MA
t MAY 2012
1 SCAIL I�-10'-O
L �"'lAlvar dr+Nr BeYvm
0 0
SCALE'. i' = 10'-0"
APA510MS ""'°" SHEET SOF ?�
�I
IY
vxk;i hX w.4,JA �
pik15�"4 IN57ALL GRAB RAILS RETURNS
RAMP MAK ARDUND CDPNER5 AS REO'O
1.12 SLOPE
------ NEW DECK
COMPACTED STONE DUST S' CONC. WIDE EL +111.04
MAX 120 SLOPE TO LANDING EL. +15.58
MEET EXISTING GRADE W/ W1.4XWT.4 IWMI
N.- DECKING
11
EXISTING GRADE NEW 10"0 CONCRETE FOOTING 2X10 O 12"O.C.
RELOCATED STARS
MATCHMDTH TO
EXISTIN-RAISE RAILING A
CC
ADA AESS RAMP SECTION EXISTING DECK
RAMP4 MODIFY t0 MATCH 2
RAMP RAt1NC
EDGE OF BUILDING 1Y." CHANTER
NEW LANDING EXPANSION O T 11AL SAME
El. +18.tl4 CHAMFER AT BALUSTERS 2%10 TOP RAL
RAISE EXISTING 1&0 TIMBER
NEW RAILING -, LANDING TO EL. +18.01 CRAB RAIL SUPPORT REAMr VARIES
i- (MATCH DOOR THRESHOLD) t.5-%1.5" BALUSTER STANDOFFAS
k 75 m
>/ RE0 0
ti EXISTING LANDING O 5"O C. ANCHOR
EL +268 2X6 RAILS _ 3v
4'-0'
f )�
IN,
ID-m MIN_
I F J I 7g"
2X10 0 16" OC SONOTUBEL
µ
` 2-2X1D 1 h. CARRIAGE
BOLT, NUTS 4
EXISTING CONCRETE WASHERS
U FOOTINGS (COUNTERBORED)
�— NEW CONCRETE FOOTING
LANDING EXTENSION SECTION n RAMP RAILING DETAIL (D^� CONC. FOOTING
SCALE! vr.V-G` U scu.e v2-�r_T 2 SCALE SECTION & DETAILS
II TERMINAL BUILDING ACCESS
SALEM WHARF
%v CITY OF SALEM
SALEM, MA
' MAY 2012
JAW
_SZ,®B�ue LtBa r
mAem� IIWWWL No,mAA-o+-m
` Ansmxs uevA.�m,��.^..: SHEET SOF 2
li
r
i
SPECIFICATIONS
EXISTING STAIRS t0 BE REMOVED ,
...:. .n. .. ..
CONCRETE
.. 1. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS:
.-... - MINIMUM COMPRESSIVE STRENGTH: 2,500 PSI AT 28 DAYS
- AIR ENTRAINMENT SHALL BE MAINTAINED AT B% - R%
REMOVE EXISTING RAILING - MAXIMUM SIZE OF AGGREGATE SH BE 1. INCH.
AS REDID ,
- CEMENT SHALL MEET ASTM CISO. TWE 1,
TIMBER:
1. UNLESS OTHERWISE SPECIFIED, ALL TIMBER TO BE USED SHALL BE NO. 2 OR
BETTER SOUTHERN PINE AS GRADED BY SPIE AND WITH DESIGN VALUES PER
NFPA NATIONAL DESIGN SPECIFICATION OR THE EOUNALENT FOR DOUGLAS FIR
AS GRADED BY WCLIB AND WNI
2, ALL TIMBER SHALL BE NEW AND SUPPLIED WOH NOMINAL DIMENSIONS UNLESS
OTHERWISE NOTED.
3. ALL NEW SOUTHERN YELLOW PINE AND DOUGLAS FIR TIMBER MEMBERS TO
WHICH THE PUBLIC MAY BE E%POSED (DECKWG, HANDRAILS. BENCHES,
SIMW) SHALL BE TREATED WITH ALKALINE COPPER OWTERNARY (ACO) IN
. . .. ACCORDANCE WITH AWPA k AWPS.
AAE-. GALVANIZED STEEL PTES AND &L BOLTS AND�
TERMINAL BUILDING A MHARDWAREDSHALL BE FASHIONED MOMUSTEEL AMID GALVANIZED AFTER RELATED
� FABRICATION.
/1 EXISTING CONDITIONS
G� ` ':, SCALE:
DJ
}r NEW GONG LANDMG
EL. +156
NEW EXPANDED LANDING
EL. ♦1804 INSTALL ELEVATED PLATFORM
_
474-3 ON EXISTING DECK
J . RELOCATE -
EXISTING STAN6NEW ADA A
d.�. 0,22 MAXSLOPE M
Aa=�
4'-6. 5a«. NOTE:
`/ �ANtEa yyp.
DECK AMID RAMP CONSTRUCTION SHALL MEET
THE RTMENT FOR
OF THE SALEM BUILDING
' - """�• �'� DFPM'fNENf FOR PUBLIC ACCESS.
MIN. B 11�--ww
y �AN,y h
P
TERMINAL BUILDING SITE PLANS
RE-GRADE AREA TERMINAL BUILDING ACCESS
TO MAX 1:20 SALEM WHARF
SLOPE CITY OF SALEM
PROPOSED CONDITIONS SALEM, MA
`'/ MAY 2012
SCALE: ,•�10'-0"
SCALE' 1• = 10*-0" e m.�.. oxA.wNc uD mse-ol-ol
Ie
1
i
INSTALL CRAB RETURNS
b' RAMP MAX AROUND CORNERS
AS REO'0
* 1:12 SLOPE
\ NEW DECK
COMPACTED STONE DUST 5' CONC. 'WOE EL +18.04
MAX 1:20 SLOPE TO LANDING E4 +16.58
MEET EXISTING GRADE W/ WI.4XW1.4 WNM ?4• DECKING
� 1
EXISTING GRADE NEW 10"0 CONCRETE FOOTING 2X10 0 12'O.C.
RELOCATED STAIRS
WIDTH TO MATCH
�A1 ADA ACCESS RAMP SECTION EXISTING DECK
EXISTING RAILING 2
—RASE& MODIFY TO MATCH SCALE 1/411—if
RAMP RAILING
c. EDGE OF BUILDING )Y" CHAMFER -
O POSTS, SAME
NEW UNGING EXPANSION CHANTER AT BALUSTERS 2X10 TOP RAIL
EL. +18.04
RASE EXISTING IY"w TIMBER
NEW RAILING — !LANDING TO EL. +18.01 GRAB RAL SUPPORT BEAN r VARIES
(MATCH ODOR THRESHOLD) 1.5"X1.5" BALUSTER STANDOFF&)h-.
_..I
5. L
r ANCHOR AS REO D
1 EXISTING LANDING O O.C.
EL 17.0
1 2x6 RAILS
s
MIN 10*0 MW,
5 2x10 O 16' OC I I " SONOTTBE
L
3-2X10 '^�L SOL
NUTSCARRIAGE
BOLT, NUTS &
EXISTING CONCRETE WASHERS
d FOOTINGS (COUNTERBORED)
NEW CONCRETE FOOTING
LANDING EXTENSION SECTION n RAMP RUNG DETAIL n CONC. FOOTING
L! SGALE: t/4"nY-0" SGLL +/zAI-ro• SECTION & DETAILS -
TERMINAL BUILDING ACCESS
SALEM WHARF
w CITY OF SALEM
SALEM, MA
MAY
X2,0012
mAu>wc No,laTeebt-m
a<mn mm
Rwsroxs SHEET�OF�
L.
EXISTING STAIRS i0 BE REMOVED '
. •:. , .� .... 1. CONCRETE
+ - MLITHE
FOLLOWING SPECIFICATIONS
- MWIMUM COMPRESSIVE STRENGTH 2,500 PI A:
T 28 DAYSAIR ENTRAINMENT SHALL BE MNTANED
AT 6% - 8%
REMOVE EXISTING RARING - MAXIMUM SIZE OF AGGREGATE SHALL BE 11 INCH,
AS REO'D �„ - CEMENT SHAT MEET ASTM C,SO, TYPE II
DMaER,,
I. UNLESS 07HERMSE SPECIFIED, ALL TIMBER TO BE USED SHALL BE N0, 2 OR
BETTER NPA NATI00 ALL DESIGNS AS SPECIFICATION OR TIHEAND EOU�DESIGN VALUES
FIOR DOUGLAS f R
-- AS OWED BY WCUs AND WWPA.
2, ALL TIMBER SHALL BE NEW AND SUPPLIED WITH NOMINAL DIMENSIONS UNLESS
OTHERWISE NOTED.
3. ALL NEW SOUTHERN YELLOW PINE AND DOUM-S FW TIMBER MEMBERS TO
WHICH THE PUBLIC MAY BE EXPOSED (DECKING, HANDRAILS, BENCHES.
SIMILAR) SHALL BE TREATED WITH ALKALINE COPPER OUATERNARY (ACO) IN
,. I. ACCORDANCE WITH AWPA & AWA.
4. MISC. HARDWARE: GALVANIZED STEEL PLATES AND ALL BOLTS AND RELATED
TERMINAL BUILDING HARDWARE SHALL BE FASHIONED FROM STEEL AND GALVANIZED AFTER
FABRICATION.
EXISTING CONDITIONS
SCALL: P+IptD'
Ay
NEW CONIC. LANDING
NEW EXPANDED LANDING EL 156
EL .1804 INSTALL ELEVATED PLATFORM
J _ 1Yy3 ON EXISTING DECK `
EXI5 I 0 LSTAIRS NEW 30' ADA RAMP
12 SLOPE MAK:
NOTE: .
DECK AND RAMP CONSTRUCTION SHALL MEET
THE REQUIREMENTS OF THE BALEM BUILDING
' I DEPARTMENT FOR PUBLIC ACCESS.
8._0. i acme n.#f
MIN. 4x- de.,
TERMING, BUILDING SITE PLANS
RE—GRADE ARA TERMINAL BUILDING ACCESS
TO MAx 1:2o SALEM WHARF
SLOPE CITY OF SALEM
�Bl PROPOSED CONDITIONS SALEM, MA
MAY 2012
SCALE: 1'x,0'-0' �17
DTI �s 4AIw�%A�r
D 1 D will .-
SCALE: 1"
ALWAwNs wv:ry+,.e. SHEET�OF�
vatA� �b M,b,A
eYl6{-E.y INSTALL GRAB RVLS RETURNS
J
30' RAMP MAX AROUND CORNERS AS REQ-0
1:13 SLOPE
NEW DECK
COMPACTED STONE DUST 5' CONC, WIDE EL +18.04
MAX 1:20 SLOPE TO IANDING EL. +15,58
MEET EXISTING GRADE W/ W1,4MIA MM
3i"OECNING
II
3 n Le'
EXISTING GRADE NEW 10"0 CONCRETE FOOTING 2X10 O 12'O,C.
RELOCATED STAIRS
WIDTH TO MATCH
�A1 ADA ACCESS RAMP SECTION EXISTINO DECK
'+ EXISTING MUM - 3
-RAISE & MODRY TO MATCH BCAIE: 1/5'et'-0'
CD RAMP RAILING
EDGE OF BUILDING W."CHAMFER
r _ O P0515, SAME
NEW UNgNC EXPANSION CHuat'ER AT BALUSTERS 2%f0 TOP RAIL
El. +18A4 11I"0 TIMBER -
RASE EXISTwGGRAB RAIL VARIES`i — LANDING TO EL +18.Ot SUPPORT BEAM
NEW RAIUNC " (MATCH DOOR THRESHOLD) t.5'%1.5" BAWSTER SIANOOFF&1y 0
IXISTNG LANDING O 5" Oc,
ANCHOR AS REO'D
f EL. +17.65 4 _
2X6 RAILB
6 MIN 10'0 MW.
2x10 O 16' OC Jt ,/ I 19� SONDIDBE
fL
'
2-2X1D-+ .` d' J� V. CARRIAGE
BOLT, NIRS &
EXISTING CONCRETE WASHERS
FOOTINGS (COUNTERBOREO)
NEW CONCRETE FOOTING
LANDING EXTENSION SECTION RAMP RAILING DETAIL D CONC. FOOTING
2 SECTION & DETAILS
SCALE: 1/4"+1'-0" SCALE
TERMINAL BUILDING ACCESS
SALEM WHARF
CITY OF SALEM
SALEM, MA
MAY 2012
<r�m � wnome ew.Tmx-m-m
AfYSIpHS ow"' SHEET
�I