113 Grovewood Ave 15-2659IA
c
�CEWED
CITY OF SANFORD
AUG 2 0 2015 BUILDING & FIRE PREVENTION
BY: PERMIT APPLICATION
Application No: /E_ r� (p S-9
9
Documented Construction Value: $
Job Address: iI 3 (o f ovC.v po l A, S Z_'R3 Historic District: Yes ❑ NoK
Parcel ID: I L)--20 -: co ^SOS - O O— O 00 Residential ❑ Commercial ❑
Type of Work: New ❑ Addition ❑ Alterations Repair a Demo ❑ Change of Use ❑ Move ❑
Description of Work: RW\cLLc 6A) Az0J Q) LAJ1n&'_J u--Ot,� wavvo
Plan Review Contact Person: WoIR'(1,/J&jkN Title: AA -V -v
Phone: \ Fax: tt6*>r- 61 y --b 161 Email: Carla o-I&�enwjw' 4 A. '(oam
Property Owner Information
Name 03\,o 6crc,4 -Ayi1 _(Zt& 4aA- Cqni;gJ
Street: i �3 Nc
City, State Zip: Sc -4--'a `-�_
Phone:
Resident of property?
Contractor Information
Name 6� G
(&rkc
t (ti/7
Phone:
Street: 5-05- S0 SSS
Q
-Sk 200
Fax:
If6)- 0 (6 1
City, State Zip: ao
lq�'
3ZV3
State License No.: 64PC(�;025l
Architect/Engineer
Information
Name:
Phone:SZ-3—
Z�3�
Street: (P01%4 4I CAI c6�
�rj&C
q4k .
Fax:
City, St, Zip: ( ,'QOtIPr
; -
?✓�'1��
E-mail:
Bonding Company:
Address:
Mortgage Lender:
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 performedJ6 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: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 #1 -?/ .06 Permit Application
EXISTING LIVING
EXISTING HOUSE
EXISTING KITCHEN
EXISTING FAMILY RM.
EXISTING BEDROOM
y CUT CMU WALL TO INSTALL
35SH WIND❑W (EGRESS)
NEW L-6 LINTEL •
(N❑ FILL, NO STEEL
EXISTING BEDROOM
TYPICAL RETRO FIT CELL
IF NOT EXISTING (SEE DETAIL)
(2 L❑CATI❑NS)
EXISTING BEDROOM
FLOOR PLAN
IMPORTANT NOTES
ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO
SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN
HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY)
OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH
PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL.
CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE
PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY.
Total Allowable Superimposed Load
U -Precast Lintel
U -Precast Lintel
- Pounds Per Linear Foot
(8"X8")
(8"XI6" composite)
Mark o,
Nominal
Total
No Fill
Filled
Filled
Filled
Filled
Filled
Clear
Lintel
No STEEL
(145
(245
(145 T&B
(D#5T(2)#5B
(2)#5 T & B
San
San
A
B
C
D
E
L-6
416'
5'10'
2045
2577
2669
4028
4120
4212
Note' (P,S) represent precast lintels prestressed using
(2) 7/16' Diameter Prestressing Strands,
t4n..�
FLORIDA PRODUCT APPROVAL If FL 158-R1
W/ 2014 REVISION
GENERAL NOTES
D CODES,
1.1 FLORIDA RESIDENTIAL BUILDING CODE 2014,
12 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98),
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE.7-10),
2) CONCRETE,
21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS,
ZIA PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
212, PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
213, CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
22 REINFORCING BARS,
23 PRESTRESS STRANDS ASTM A416 7 -WIRE
24 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
2,5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS,
3) MASONRY,
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICAfDIN
OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530,
32 MINIMUM MASONRY UNIT STRENGTH, F'n 1250 PSI,
33 MORTAR SHALL BE TYPE S.
4) STRUCTURAL,
4,1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8'
(WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 210131
OF THE 2010 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE)
5) CONTRACTOR, `
5,1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS, PRIOR
TO ORDERING/ INSTALLATION
6) CONTRACTOR,
61 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE
LINTEL IS LESS THAN 8X16 COMPOSITE
NOTE, EXTRA TIE BEAMS OR COURSES
BETWEEN LINTEL AND TIE BEAM
POURED SOLID ARE ACCEPTABLE
A SINGLE SOLID FILLED LINTEL, OF THE SAME LENGTH
MAY BE USED TO SEPARATE DOORS AND WINDOWS
FROM TRANSOM ABOVE. TOP PRECAST TO BE
SIZED PER PLAN
vu•
2500 PSI CONC, FILL
(CONCRETE PLACED IN
SEE SCHEDULE FOR ST
AND TIE BEAM ABOVE
-STD 180D HOOK @ EA(
STIRRUP W/2 1/2' LE
PAST BEND. (TYP)
—7/32' STIRRUPS AT
(TIED OR WELDED)
NOTES,
L MINIMUM COVERAGE OF S_
2, MIN, BEARING REQUIRED 1
7 sie'
U -TYPICAL LINTEL SECTION
PRECAST CONCRETE
,11111 � 111�11111�1
OEM
I 1 1 1 1 1 1 :111111111111
8' CHU—
# 5 VERTICAL GROUTED
CELLS PER PLAN
WIND❑W
RES,
FOR RETRO FIT FILLED CELL ATTACH
VERTICAL STEEL AT TOP TO EXISTING
BOND BEAM MIN. 6" EMBEDMENT WITH
EPDXY.
ST. POURED TIE
NEW LINTEL NO FILL, NO STEEL II
OPEN BLOCK TO ALLOW
NEW CELL FILLING
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
LAP NEW STEEL 25"
ALL LOCATIONS MIN.
"OPENINGS MAY VARY IN WIDTH"
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL TO EXISTING
BOND BEAM.
EPDXY DOWEL TO EXISTING
FOOTING, MIN. 4" EMBEDMEN
CONC, SILL BELOV
ALUNRIM WINDOW
PRESSURE TREATED
WINDOW BUCK MCHI
MASONRY VITH 1/4
TAPCONS 24' QC,
(SEE MANUFACTURER
CONCRETE SILL BELT
JAMB 8" CML
DOWEL _ # 5 RE -BAR @ 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
RETR❑-FIT CELL DETAIL
EXIST.
L-/\ 1 J 1 11 V V I V V I L I N
EXISTING C.B. WALL SECTI❑N
SCALE;3/4'=1'-0'
REVIEWED FOR CODE COMPL:
PLANS EXAMINER
DATE
aANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
WINDOW DESIGN PRESSURE REQUIREMENTS
ALL SIZES & CONFIGURATIONS
POSITIVE PRESSURE OF 25.9 p.s.f.
NEGATIVE PRESSURE OF 34.7 p.s.f.
LEGAL DESCRIPTI❑NI
LOT 40, REPLAT OF GROVEVIEW VILLAGE FIRST ADDITION, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PIAT BOOK 26, PAGE 4-6, OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
CONSTRUCTION TYPE: V -B
WIND SPEED = 139 MPH V -ULT
RISK FACTOR = CATEGORY II
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18
COMPONENTS AND CLADDING
ROOF= +20.3 / -83.1
WALL= +35.3 / -47.2
DESIGN REQUIREMENTS LIVE LOADS
ROOF - 20 PSF
FLOORS, STAIRS= 40 PSF
DECKS, BALCONY = 60 PSF
ATTIC:
UNIHABITABLE,
WITHOUT STORAGE= 10 PSF
WITH STORAGE= 20 PSF
NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE
WITH 5th. EDITION FLORIDA BUILDING CODE 2014
RESIDENTIAL DRAFT, SECTION R301 DESIGN CRITERIA AND
ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE
CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT
SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE
REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED
BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS
553 AND 633 OF THE FLORIDA STATUTES
ALL ALTERATIONS OR REPAIRS TO EXISl'ING
MEET OR EXCEED 2014 FLORIDA BUILDING
CODE EXISTING.
1
REVISIONS
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DRAWN: N.A.
REVISED: K. E.
SCALE: 1 /4"=1 '-0"
DATE: 08-16-15
SHEET
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18"x24"