HomeMy WebLinkAbout100 Belveders Way (2),
CITY OF SANFORD
r,
BUILDING & FIRE PREVENTION
7 2015 PERMIT APPLICATION
Application No:
Documented Construction Value: S 7,160
i
Job Address: 13Historic District: Yes ❑ No ❑
Parcel ID: 07-20-31-513-OA00-0000 Residential ❑ Commercial ❑X
Type of Work: New ❑ Addition El Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
1 0
Description of Work: Extend the le
of the existing brick privacy wall
Plan Review Contact Person: Steve Dinter
9
Title: Project Manager °
Phone: (407) 322-754 Ex: 102 Fax: (407) 322-8194 Email: steve@morton-construction.net
Property Owner Information
Name Treviso Community Association, Inc. Phone: (407)977-0031 Ext: 303
Street: 511 E. S.R. 434, Suite 3001 Resident of property? :
City, State Zip: Winter Springs, FL 32708 1.
Contractor Information
Name Morton Construction Company Phone: (407) 322-0754 Ext: 102
Street: 3835 Richmond Ave. Fax: (407) 322-8194
City, State Zip: Sanford, FL 32773 State License No.: CBC 058131
Architect/Engineer Information
Name: Wayne Block, Lildon Engineering Company
Street: 920 Sunset Shores Drive
Phone: (352) 394-2590
Fax: (352) 394-2590
City, St, Zip: Minneola FL 34715 E-mail: wablock@aol.com
Bonding Company: None Mortgage Lender: None
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain 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, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code 4%
Revised: lune 30, 2015 Permit Application
eh
In
� eI
6rz4z pr; N,&q'Gr
EXISTING PRIVACY WALL
EXISTING
/ CRAPE MYRTLE
PROPOSED PRIVACY WALL EXTENSION
OAK TREE TO PROTECT
BE REMOVED REMAINING OAK
'ROX. 6" DBH ,TREES
SOUTH PROPERTY LINE
TREE REMOVAL PLAN
111=102-011
(4) RODS IN
COLUMN, (1) AT
EACH CORNER
EXTEND HORIZONTAL
JOINT REINFORCING
12" INTO NEW COLUMN
4 FEET
START HORIZONTAL
JOINT REINFORCING
OVER 5th COURSE
32" THREADED ROD
AT 36" 0. C. MAX. PROPOSED PRIVACY
(TYP-) \ > WALL EXTENSION
M
w
P,
a
P4
F
ul
HORIZONTAL JOINT
REINFORCING
EVERY 3 COURSES (12" OC)
FINISHED GRADE -
-------------------------------------------------------------------------------- E
z
30x30x10 FOOTING PAD
w/ 3- #5 BARS EACH WAY
10x20 CONTINUOUS FOOTING
w w/ 3- #5 BARS CONT. ELEVATION
0
1/2"=V-0„
SOUTH PROPERTY LINE
PLAN VIEW
1/4"=1'-0"
DRILL 3/16" DIAx 4" HOLES
& SET #9 WIRE (HORZ. JOINT
REINFORCMENT) WITH EPDXY
INTO EXISTING COLUMN
EXISTING PRIVACY
WALL
DRILL 3/4" DIA x 4" HOLES
& SET #5 BARS WITH EPDXY
INTO EXISTING FOOTING
(4) RODS IN
COLUMN, (1) AT
EACH CORNER
T-4" (MAX)
FINISH GRAS
6" MIN.
30x30x10 FOOTING PAD
w/ 3- #5 BARS EACH WAY
COLUMN SECTION
1 "=1'-0"
SANFOM frifaDePMTMENT
SSE PLANS ARE FWV*MW AND
COMMTIONALJLY ACCEPTED FOR
PERMIT AN ISSUED PERMIT SHALL BE
DEEMEfD PERMISSION TO PRIED
WITH WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THESE PROMSMS OF
IM TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE
FM PREVENTION DIVISION FROM
THEREAFTER REQUIRING A
C4RRI �i"i ERMORS ON THE
F'U�� OR OTHER
VKXnCW0F 1W CODE
Plans C lv .
By
Fire
REVIEWED BY:
MATT MIINNN-E
SANFORD FIRE DEPT
DATE:
TRIANGLE BRICK CAPE COD MODULAR
(2 1/4" x 3 9/16" x 7 5/8")
TRIANGLE BRICK CAPE COD UTILITY
(3 9/16" x 3 9/16" x 11 9/16")
7-0" (MAX)
9 GA. WIRE HORIZONTAL JOINT
REINFORCING OVER 5th COURSE AND
EVERY 3 COURSES ABOVE (12" OC)
CONCRETE NOTES
1. POURED GROUT & FOOTINGS: 2500 psi (MIN.)
2. MASONRY UNITS: fm = 2500 psi
MORTAR TYPE 'S' OR'M', 1800 psi
3. REINFORCEMENT:
#9 x 3" GALV STL WIRE
HORIZONTAL BRICK (GLASS BLOCK)
REINFORCEMENT.
#5 Bar Grade 40 IN FOOTINGS.
ENGINEERING NOTES:
ENGINEERING MEETS OR EXCEEDS 2014 FLORIDA BUILDING
CODE, 5TH EDITION, AND ASCE 7-10,
130 mph BASIC WIND SPEED (Veit).
RISK CATEGORY I,
Vasd = 101 mph. -
EXPOSURE C.
DESIGN PRESSURE: ± 20.6 psf
Y2" NUT AND WASHER
iz COUPLING NUT
}a" COUPLING NUT
Y2" THREADED ROD
AT 36" 0. C. MAX
(TYP.)
FINISH GRADE " COUPLING NUT
6" MIN. COVER" ANCHOR BOLT AT
36" 0. C. MAX (TYP.)
* NOTE: CAST IN PLACE
ANCHOR BOLT MAY BE
• • • SUBSTUTED WITH W
10 x 20 3,000 PSI THREADED ROD EPDXIED
CONCRETE FOOTING INTO FOOTING WITH
WITH (3)-#5 BARS SIMPSON SET -XP
(GRADE 40) EMBEDED 4" DEEP.
WALL SECTION ^ RCE
PERMI -1