53-59 BRIDGE ST - BUILDING INSPECTION EITY OF- E --
PUBLIC PROPERTY
DEPARTMENT
KMOSOU EY ORISCOLL 2
MAYOR 130 WASHINMYM 5171EEr♦S&1Uk MA,SACHI:SkTiS 01970
1kL•978-73S-MS• FAx:978.740.9P6
APPLICATION FOR THE REPAIR RENOVATION, CONSTRUCTION.
DEMOLITION. OR CHANGE OF USE OR OCCUPANCY, FOR ANY VaSTIN
STRUCTURE OR BUILDING
1.0 SITE INFORMATION
Location Name: AiF 1f Building:
Property Address: ,iu —,s9 Aj� J'f
Property is located in a; Conservation/Area Y/N A/ Historic District Y/N
2.0 OWNERSHIP INFORMATION
2.1 Owner of Land 9 6,<',/.e
Name: P "o , b s
Address: v-t m+u co eoaQ
Telephone: 9 7S .rsx - 8 d 3
3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY
Addition Existing
Renovation Number of Stories Renovated
Change in Use k / New
i
Demolition Existing �l
Approximate year of Area per floor (sf) Renovated
construction or renovation /9 77 New
of existing building o� O
Brief Description of Proposed Work:
Mail Permit to:
What is the current use of the Building? yoA✓Q — �R �'9P w�jf✓��` S�
Material of Building? Cn""Iu i' Ll If dwelling, how many units?
Will the Building Conform to Law? Asbestos? ao
Architect's Name
Address and Phone
Mechanic's Name_���= �ri� o✓P�
Address and Phone J— t/e f �41,&,l /?78
Construction Supervisors License# OS 0 67170 H C Registration#
Estimated Cost of Project$ 3¢, ` Permit Fee Calculation
Permit Fee$ 31`2 Estimated Cost X Mill000 Residential
Estimated Cost X$111$1000 Commercial
An Additional $5.00 is added as an
Administrative charge.
Make sure that all fields are properly and legibly written to avoid delays in processing.
The undersigned does hereby apply for a Building Permit to build to the above stated
specifications. Signed under penalty of perjury X
Date
of
N
0
4.,u
MORTGAGE INSPECTION
PLAN IN TO THE HERITAGE COCFERATNE RANK.
SAIEM/�
I I CERTIFY THAT THE RUWNC IS LOCATED
, M ASS. AS SHOWN AND CONFORMED TO ,He zommo
SET SACK REQUIREMENTS OF THE CYfY OF
REID LAND SURVEYORS SALEM Wr*t CONSTRUCTED. OR 6
365 CHATHAM. ST., LYNN, MASTS. EXEMPT FRS VIOLATION ENFORCEIAENT
UNDER. M.QQL TITLE VR CH. 40A SEC- 7.
NOTE: WHEN OFFSETS ARE ONE FOOTw
OR LESS A FULL INSTRLWENT SURVEY
IS RECOMMENDED.
N/F ,
NOTE' ALL PARCELS MUST BE NECKI �S
CZAR
CONSIDERED ONE LOT TO cOs,FOTan +n
i
TO ZON6tG PARCEL 1
E % ARC MoOmm&NDW TO v �'
IDENTIFY PROPERTY LINES AND CHECK �_ ;.�qw..
FOR ANY 84CROACHnMM Lq�Et = - KUEZUNSICI
N .:
F--' TUNGKHAR f
8' bYIDE 2{1r r Sri U}
RIGHT.OF WAY NjoT —�yyB
FRACEK
hTLi vY. ^ g " tia i .
'SFC+ 4 U !MAN o Y�y,,.•."� c f i. - xF £ .�{rF �F
�h SYE t{p 13. :'S '; s 'firer. -.( ',e4� SF�. e
i/J N/r SIR •.•j,- i 9,.3p ! i P C)
' S3.41' 49' 11"— ss.25•
53 THRU 59 BRIDGE .ST.
"L HEREBY. CWHFY TO THE BEST OF MY KNOWLEDGE NOTE- THIS PLAN WAS PREPARED FROM A .
THAT THE PREMISES SHOWN ON THIS PLAN ARE NOT LOCAT—
ED +Mnma A SPECIAL- FLOOD HAZARD AREA AS DELINEATED MORTGAGE PURPOSES ONLY. OFFSET $HQVN�
ON THE MAP OF' CCMMUW Y PA0102-8 PREf'A U 8Y ik1E SCALED FROM THIS PLAN. ARE
FEDERAL SNEROENCY MANAGEMENT AGENCY OR FrS APPROXIMATE ONLY AND SHOULD NOT BE
WCCESSORS DATED 8/5/85. PANEL 1 , ZONE C .` USED TO MINE PROPERTY UNES
I FURTHER CER71FY THAT THIS INSPECTION WAS PER--
FoRMm IN Ac CnRoANcE WITH THE —WECH:IICAI- STAND— SCALE: 1" = 5O' DATE AUG 2Q. 2Q�
ARDS FOR MORTGAGE LOAN INSPECTIONS" AS ADOPTED BK. 550 3 PG BK. 10322 PG. 590 &
BY THE ALASSACNIISETTS ASSOCIATION OF LAND SURVr:YORS �Q;
AND CIVIL ENOWEERS. BK, 16862 PG. 316
THIS Cu(MCATION DOES NOT INCLUDE SHmfim WALLS. CONTROL #:POI—0998 L
FENCES OR DRIVETMAYS AS THEY DO NOT ALWAYS INDICATE f tC6
PROPERTY UNC'S
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CONCRETE DEC.CI1 i WSD CiA,
®btsin MOMENTS and SHEARS from SIMPLE SEAM !®►6+1I 5
XNPUT PSOP9 m AND SHEARS it
m1u+m 890ro+t in FT-LSS= 5630 B®I "f ,8
WAXImum Shear in L98= 2250 ps MAX.
INPUT YATER:(AL CONSTANT$
f,cm 3000 911 and nu 10
The Allovablg Concrete Compressive stress • 13SO Vol
The RLLBWABIJ steel Tension Stress in Psi = 22000 I
INPUT BEAM 61MEWSIONS
Beau WIDTk in INCHES, 6
Beam DEFTX in INCHNSs 8
The Concrete! Cover" in INCHES ■ 1.5 ,
TRIAL Area 91 Reinf.steel based on ■.85
A8=19/fold■ mSS59206 sg.ist. A✓A
SELECT As eg a sinQie or combination of standard Dar Areas
Area s/ da 1aFO39462 in eg.In G� �SJ PERCENT $®asaff®AB1Dd= 1.535462E-02
ks .4217935
8s .8594022
fgmX/Aejd® 90157,13 Dai & 1-0 V1A)�O 0 c: A2 0�6iNtx
4e•2W/kgb6A2m 1470.434 Veda Ak,\v CQNCA4V1V
CHECK THAT X% "D fc ARE ACCEPTABLE STRESSES 1 e A'W IZEJa f) � 6®13,
Allowable stres®ew are 22000 end 13SO psi reepectio®art
SHUR Stresi on the Concrete . 57.69231 psi Jvl
Allowable dhear Stress ■ 90 psi or 90 psi ■m.
for seamstwith no Shear Reinforcing.
CONCRETE DROIGN CCDIPLET80Set
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