HomeMy WebLinkAbout920 Cypress Ave (a) (3)APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
i?ERMIT NUMBER " I d -,-
TAX ID # r!:)
_ DATE ISSUED
(I C) A - 04010
JOB ADDRESS " ry
Total Contract Pr of Job: ��O Dzoning
Describe Work: FLOOD PRONE (YES) (NO)
Type of Constru i.o : Total Sq. Ft.
Number of Stories: _j r-mbe ot Dwellings: Use:
LEGAL DESCRIPTION (please attach printout from Seminole County)
OWNE
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MORTGAGE LENDER
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Application is hereby made to o"ain a permit to do the work and
installations as indicated. I certify that no work or
installation has commenced prior to the issuance of a permit and
that all work will be performed to meet standards of all laws
regulating construction in this jurisdiction. I understand that
a separate permit must be secured for ELECTRICAL WORK, PLUMBING,
a c'�. o SIGNS, POOLS, MECHANICAL, ETC.
ycorn OWNER'S AFFIDAVIT: I certify that all the foregoing information
t
CX is accurate and that all work will be done in compliance with all
3 ",applicable laws regulating construction and zoning. A CERTIFIED
' COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE
ci = WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS
N `c, o BEEN ISSUED.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
=-cD COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
CD CD
o YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER O AN ATMn V BEFORE REroRDING YOUR NOTICE OF
rT
y COMMENCEMENT `
a o
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C' _, Signatur Signat
YF12CbeC er o gent/,
` -- Z CD-, Date: Date:
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w .-. Notary otary
CJ C.:. ' O
My Commission Expires: My Commission Expires:
2, U
- Notary Public, Wt of Honda
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� My Commission Expires May 6, 1995 Y Commissjon
Bonded by Western SL r,:,Y i;e:nnany 011ded by t`s'estcrn^ Sur-
'" ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTI'�c`tHR OWNER
OF THE PROPERTY OF THE REWJIREMENTS OF FLORIDA LIEN LAW, FS7 3.
Application Approved By: Accepted By:
FEES: Building Radon: Police Impact:
Fire Impact Open Space: Application: j)_,Q C)
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.)
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S T JOIVNS IVISSIOAIA)e)�I BAPTIST CI�UCCAI
920 CYPRESS AVE., SANF0ZD, FL,
,BUILD/NG 1.OWEP-IN6 -
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MAY 13 199
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S T JOIVNS IVISSIOAIA)e)�I BAPTIST CI�UCCAI
920 CYPRESS AVE., SANF0ZD, FL,
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STR UC rU 2A L PLAN
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GENERAL NOTES
1. T. A. Youngblood or other licensed and approved qualified building mover tb lower the
building approximately 4' 6" or further, if practically possible, subject to Engineer
and City of Sanford Building Dept. approval.
2. After building is supported in place by mover and before lowering, Owner's Contractor
is to replace all damaged or rotted support wood in beams B-1 through B-6, 4" X 811
exterior wall girt, and double up floor joist, and wall studs as required with treated
Southern pine timber. Replacement wood beams will be sized by Engineer as required
for loads.
3. The sanctuary has a sloping floor for sight purposes, accomplished by a second set of '�' 8 �X /6 Ol rf
N/S floor joists above the N/S lower joists in the N. & E. parts of the building.
The sanctuary floor slopes down from E. to W. and from N. to S., which is accomplished
by the upper joists being placed each at a progressively lower elevation starting at
the E. wall. In the N. part of the building the slope is achieved by sloping the
upper joists down to the S. from the N. wall. Sect. A -A shows the joists relative
position near the N. or E. walls where the sanctuary floor is the highest.
4. The basic plan shown is to lower the building, including beams B-1 -- B-6 onto prepared
shortened exterior walls or interior columns. An alternate Detail A is shown for
possible use. In alternate "A" a new wall footing would be constructed along the beam
line, and a short masonry stub wall would be built up with a treated wood plate to
receive the lowered floor joist instead of the beam and shortened brick column arrange- I PL /V
ment shown. I —
5. The baptistry is a concrete box with a rusted steel plate bottom. Inside the concrete I I I
box is a galvanized steel liner tank that can be removed and replaced as required from
the top. Shorten brick columns as required and construct a 6" reinforced concrete slab
to be supported by the brick'columns below. Lower the baptistry onto the new slab and
shim and grout to provide uniform support as required.
I
6. Tie down with hurricane straps or other details shown or approved by City, all wood i
joists to beams, columns, and foundation stem,walls.
7. Provide removable access panels in foundation wall to access to.crawl_space and for I I I
removal of A/C units. Provide depressed exterior masonry or concrete wells at A/C
units to allow them to be slid out. Provide steel wall lintels over the openings.
8. Following lowering, restore site, construct new ramp and entrance to sanctuary and
complete roof and guttering work shown or required.
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9. Reinfor'd Concrete fc = 3000 psi min.; Reinfor'g Steel Grade 60. Treated Timber No. 2 I I I JS �•
Southern pine. Compact all foundation subgrade soil to 98% AASHTO T-180.
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10. Placement of steel beams, jacking and support of building during replacement of wood
support beams, and lowering onto prepared permanent supports to be the responsibility
of qualified specialty contractor, who will determine_ points and size of temporary
supports and details of that construction which are not shown on these Plans. I � � I WT /2x5Z -for
�%�0/17 fcl� �4IUir7. /- 6 x x/'� L dor
11. Provi do crawl space vent openings with grills in 12" block stem wall, as required by I I I I --- � 2CI77 b�� ��� 4 oPeI', /i7 Wo //
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