HomeMy WebLinkAbout100 Kaywood Dr (2), s
-w CITY OF SANFORD
t� L
BUILDING & FIRE PREVENTION
FEB "' �018 ��13-
PERMIT APPLICATION
i
ByN`� � ti Application No:
I
°�� Doculfented Construction Value: $ 3 ���
(% Job Address: 1QQ Wit Historic District: Yes ❑ No ❑
Parcel ID: CD Residential ❑ Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: &_P, tAq e St-C`een oem
Plan Review Contact Person: M(KikTitle:
Phone: "9 63 �a�� Fax: Email: nwm I "@_ G liP• (�
Property Owner Information
s,
Name qy r(` e. Phone:
Street: tco I&LOODOL Resident of property?:
City, State Zip:
Contractor Information
Name Phone:
Street: ftdw� M� Fax: (�l
City, State Zip: + t%� State License No.: �c 13 is[ -[ l
Architect/Engineer Information
Name: 1 GS
Street: ion WVd(Q(-c5+
City, St, Zip: ,
Bonding Company:
Address:
Phone: (� �•i�a '� D 2S
Fax:
E-mail:
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 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: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and. zom
Aig.natureof/Agent VDate Sign44re of Contractor/Agen Date '
6 A-f-,i cz N 0a5e.
Print Owner/Agent's Name
Signature of tatecEFlbnda ""�" = afe--
� FL TINA U ,WNEY
�! 1J # H 218930
°Y1i` �.�livl� I�JJ�'
4 T
EX°IK.GJ' ApLI 9, 2019 __--
Bander, 1hIio, ry Pu9'c Urderx to s
TI; !A. Y, rU0WNEY
M Y C 0Ifl?I` inN#FI=218930
E!"-,P '_{ April 9, 2019
ivt ota y PuNc UndenvInters
Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID C) L Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑
Construction Type: Occupancy Use:
Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING:2(. UTILITIES:
ENGINEERING:
COMMENTS:
II
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
FIRE: BUILDING: SC- Si �- 6.1 S
C�Ctr�
Revised: June 30, 2015 Permit Application
CIA ProRecord Card
fpiWd6
Parcel: 32-19-30-5GS-0000-0010
sew4ocz00 aNav FLORIDA Property Address: 100 KAYWOOD DR SANFORD, FL 32771
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Seminole County GIS,
Legal Description
LOT 1
KAYWOOD REPLAT
PB 30 PGS 27 & 28
Taxes
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
County General Fund
-- _— — —
I $143,728
--
$143,728
—_
$0
—_---
Schools
$143,728
v—
$143,728—
$0
City Sanford
$143,728
$143,728
$0
SJWM(Saint Johns Water Management)
i $143,728
---
$143,728 i
$0
County Bonds
$143,728
$143,728 1
$0
Sales
Description
Date
Book
Page Amount
Qualified
Vac/Imp
WARRANTY DEED
�9/1/1995
3/1/2016
08668
j 0248 $100
No
--- --
Improved
WARRANTY DEED
02975
j 1615 j $105,000
---
i Yes
—
Improved
— —._ —
WARRANTY DEED
111/1/1991
02365
; 1726 1 $110,000
( Yes
Improved
Find C rmt7ie Sala
Land
Method
Frontage
Depth Units Units Price Land Value
LOT
0.00
0.00 I 1 $40,000.00 I $40,000
Building Information
Is Bed/Bath count incorrect? Click Here.
PLAT OF BOUNDARY SURVEY FoR. STEVEN RAY
AND NAOMI M. NEASE
Description: Lot l, KAYWOODREPLAT, as recorded in Plat Book 30,Pages 27 and 28,
1 Public Records Of Seminole County, Florida.
WOOD RIDGE TRAIL
N00*01'05"W
2' CONC ASPHALT PAVEMENT
MIAMI CURB
4' CONC
Al' A' WALX 85.30'(MEASURE
.04 85.15'(PLAT).b.,
'05" "
FOUND L
Q) tk DISK L86300 7.5'U.E.
b
OUT4D NAIL
NO DISK CONC
A/C
PAD
5.70'
5.30' 24. 00' CONC
WALK
0
CONC
(D
CONC COVERED
e. WA < CONC
. . . . . . . . . .
5.30
-i ENTRY
0
VIN
�GA
8.40'
0
b
1:5 IZ4 CO3
(z)
25.0'
rn oD EDGE OF PP
20.90'
Ln PAVEMENT
A
COVEREb.
__j SCREENED
Uj
0
z 25.0' 59.00'
C
At ;r
CON_
a. STOOP STON
CONC 4ALK
WALL STONE
PATIO
FOUND MOOD
5/8" BAR GATE
FOUND
5/8" REBAR
UNNUMBERED
FOUND -
5/8" REBAR
UNNUMBERE[
LOT
2
I
8" CONC
WALL
VINYL
FENCE
M ffi;EE�I ALUMINUM
STORAGE
2.3'Y23' SHED
25.00' BRICK 10.0'
COLUTAN
.60'
10.0'
o b b UTILITY 'a
ad SHED id
2.3'X2.3'
6, BRICK
i ;_� �O COLUMN
0 -v" +
10.0* 1
4� GONG WA FOUND
WALK — — �__L *X* MA
e7 - - — — — — — — — — — — — — — COLUMN 8- BRICK VINYL VIN IN WAL
FO NO
WAS f"ENCE ;FENCE 1.0.
0 X" MARK LAN D5CAPE BUFFER * UTILITY EASEMENT 'U
WALK %A 1.0,
Mop
7
85.79 NOO 006'4 0 "E
S' CONC FLOOD CERTIFICATION
WALK BASED ON THE FEDERAL EMERGENCY
0' 5' 10' 20' MANAGEMENT AGENCY FLOOD INSURANCE 0
6nmmml RATE MAP. LOT I LIES IN ZONE *X'.
NOTE COMMUNITY PANEL NO. 120294 OD65 F
1. BEARINGS ARE BASED ON THE CENTERUNE MAP REVISION DATE: SEPTEMBER 28, 2007
SCALE OF KAYWOOD DRIVE BEING S89'40'34"E. (SUBJECT TO CHANGE)
kBB EV 2- UNDERGROUND IMPROVEMENTS. ROOF
_ IATIONS/LEGEND OREGON AVENUE
OVERHANGS AND FOOTERS HAVE NOT
LB. -LICENSED BUSINESS BEEN LOCATED. - — -- -- — - — -
ARC -ARC LENGTH 3. ELEVATIONS ARE BASED ON CERTIFIED TO:
CH. -CHORD 4. BUILDING TIES ARE TO FOUNDATION.
R -RADIUS S. BUILDING TIES ARE NOT TO BE USED TO F7ontline Financial, ME, its Successors and/or Assigns
A DELTA (CENTRAL ANGLE) CONSTRUCT DEED OR PLATTED LINES.
6. BEARINGS AND DISTANCES SHOWN HEREON STEVEN RAY NEASE and NAM Y NEASE LOT I CONTAINS
P.C.-POINT OF CURVATURE ARE MEASURED AND.PER RECORDED PLAT Steel City Title, Inc.
P.T.-POINT OF TANGENCY UNLESS OTHERWISE NOTED. 9,728 SO. FEET /0.22 ACRES
P.I.- POINT OF INTERSECTION Fidelity National Me Insurance Company
P.R.C.-POINT OF REVERSE THE UNDERSIGNED AND CAVONE. INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED
CURVATURE HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT
INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE
L.E ', U.E.&D.E.- LANDSCAPE. _11TLE VERIFICATION.
UTILITY & DRAINAGE EASEMENT
U.&S.E.- UTILITY & SIDEWALK THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE
EASEMENT WITH THE SIGNATURE AND RAISED SEAL OF
U.E. UnUTY EASEMENT W7t4v0jv_E9 INC. r-W A FLORIDA LICENSED SURVEYOR AND MAPPER
D.E. DRAINAGE EASEMENT LAND SURVEYORS AND MAPPERS fiff-J FINAL LOCATION 3-23-2016
I D.E.—
.300 SOUTH RONALD REAGA I N BOULEVARDI *C"vb-, FOUNDATION LOCATION i - xfft��L 14F 3-23-2016
CONC-CONCRETE LONGWOOD. FLORIDA .32750-5499
TELEPHONE (407) 830-9080 00MINICK F. CAVONE - PRESIDENT FORMBOARD LOCATION
FFE-FINISHED FLOOR ELEVATION 7 FAX No- (407) 339-3636 FLORIDA SURVEYOR & MAPPER NUMBER 2005 STAKE HOUSE
A/C -AIR CONDITIONER E-MAIL CAVONE 0 CFL.RR.COM LICENSED BUSINESS NUMBER L8.5073 STAKE LOT 3-23-2076
.0
BSL-BUILDING SETBACK LINE W.O. STAKE LOT 2016-133 W.O. STAKE HOUSE W.D. FORM CHECK
O.R.-OFFICIAL RECORDS W.O. FOUNDATION 2076-133 W.O. FINAL 2016-133
GA00 FILE; G:\_DRA91NG5\_PLOT PLAN\XAA100D REPLAT\LOT I.DWG LOT by KCC
650 Hickman Circle
1 Sanford, FL 32771
PH: 407-703-2500
I-Iluminurn Fax: 407-703-2501
Lic.#SCC131151598
SOLD TO S �jC' .('_. PH#_ � ^7- rY� �� I �PD DATE'A��'/6'
ADDRESS 1 �� kv,�rc�c�n'�t CITY rZIP
JOB ADDRESS 5 1045jjs '�- (pjrx��r) , '" C:ITY ZIP
SUBDIV. LOT BLK UNIT BLDG.-DEPT.
JOB NAME PH# APPROX. DELIVERY
TYPE: P/ENC S/ENC LANAI RAILING FENCE PAVERS CONCRETE PERGOLA SUMMER KITCHEN OTHER
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DOORS
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GUTTER
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FLA.GLASS - MINE ME MEMO
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WAII •- •..
R
(Advanced Aluminum is not responsible for
electrical location if not specified at signing)
KICKPLATE „� �
ARRY BEAMS
APPROX WALL FT
• A Survey sheet or a plot plan and complete legal description is required on all pool and patio enclosures.
• Purchaser or Homeowner will obtain any permissions and concessions necessary for installation including
but not limited to, those required by any homeowners association.
• Customer will be invoiced for subsequent additional footage or items requested that were not part of the original contract.
PERMIT MUST REMAIN POSTED UNTIL FINAL INSPECTION
Terms &Conditions: Final payment is due upon substantial completion. Substantial completion
occurs upon passage of the final inspection bythe building official. Customer agrees to pay interest
atone and one-half percent (1.5%) per month beginning 10 days after substantial completion for
any unpaid balance. Punchlist work (minor corrections /repairs) will not. be performed until final
payment is made.The work will be performed on or aboutthe date listed above, weather and other
uncontrollable events permitting. Customer agrees to cooperate with Advanced Aluminum and
make the property accessible in order to perform the work described herein. LIMITED WARRANTY:
Advanced Aluminum warrants its work to be done in a workmanlike manner and to comply with
the specifications set forth herein. Advanced Aluminum agrees to repair or replace any defective
work performed by Advanced Aluminum or materials .provided by Advanced Aluminum for
one year from substantial completion. All terms, including price, are subject to changes in local,
state, federal regulations, and accepted engineering standards, whether known or unknown
and whether in existence at the time of execution. Warranty is not effective unless contract price
is paid in full. If and only if the Customer is a contractor per Florida Statues Ch. 713, the in the
event litigation arises out of this contract between the Customer and Advanced Aluminum, the
prevailing party shall be entitled to an award of attorneys fees.
CONTRACT PRICE
DEPOSIT
BALANCE
�DUE
3%SERVICE CHARGE
This proposal does become a contract until accepted by a corporate officer, if it is not accepted all payments will be refunded.
Purchaser -�` Date 1/�--� ?-� j c�
Advanced Aluminum By.
This Estimate Good For Days
AN A 3 2019
PLEASE SIGN WHITE COPY AND RETURN WITH DEPOSIT
POWER OF ATTORNEY
Date 1-a� ! V
I- hereby name and appoint 1__1.4 i CI01le-
of _\Wam i Mca.M� dl.umn to be m lawful attorney -in -fact to
act for me, and apply to the �" Y for a UM"rmit
for work to be performed at a location described as:
Parcel ID M Section Township Range Subdivision Block Lot
Subdivision Name:
Owner of Property:
Project Address:
City:
Zip Code:
and to sign my name and do all things necessary to this appointment.
S CC.21 1 41.1,
(Contractor's License Number)
The foregoing instrument was acknowledged before me this day of JQ,v>
of 201-01 by Q o b.e r }- & a-(- ve ti
who is personally known to me or who produced
as identification and who did not take an oath.
(A n). lk� flU t y Seal ;•tsy.'=,'yp;•: TINA M. DOWNEY
Notary Public (Print name) -� n
MY COMMISSION # F1= 218930
EXPIRES: ,April 9, 2019
Bonded 1hn; Notary Public Und�POter$
Notary Public (signature)
Rev 03/13/13
RECORD COPY
REVIEWED FOR CODE COMPLIE
PLANSEXAMINER
DATE
TAKE ALU-M-INUM1s
3"x0.024x1-LB ELITE COMPOSITE 6
PANELS OR EQUIVALENT. FPA#: 7561.1 1 1
7" SUPER CGIJ-IT.ER
1 298„ - 1
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
WITH THE WORK AND NOT AS
,}C
1~}�,;
LICENSE TO PROCEED
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
p
_
_
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
°
_9�
T--4"
T-4,,
THE BUILDING OFFICIAL. FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
I21
LATE
CONSTRUCTION OR VIOLATIONS OF THIS CODE
WIND DESIGN STRUCTURAL DESIGN CRITERIA:
ULTIMATE WIND SPEED (3 SECOND GUST) - 140 MPH
BUILDING EXPOSURE - C
BUILDING IMPORTANCE FACTOR = 1.0
MEAN HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.29
SANFORD
4-1
�F7'AFi�" l
#18-756
4=n,.
NOTE: 2x4 LOOKOUTS SHALL
BE SPACED @ 12" O.C. (MAX)
U.
13
01123118
ADVANCED A;1 U& INLJX4
SrEVIN NEAS
SAI-00RD,. FLORIDA 31)r7i
d � T - :/
I HE BY CERTIe; THAT'THES PLA As\ E E
D IGNED FORA'N ULTIIv�AT VMM EED
0 MPH IN A ORDANCE ITH STR TURAI
rREQUIREME TS OF THE H E ON O HE 2017
FLORIDA B LDING CO
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BEAM
ATTACH TO EACH POINT
OF CONNECTION WITH 3
412 TEK USE H-BAR X 3/4
KNEE BRACE DETAIL
2X?
1X2
)N
BEAM
SCREWS X 3/4
2X4
4 # 12 TEK
2X5
4 # 12 TEK
2X6
6 # 12 TEK
2X7
6 # 12 TEK
2X8
6 # 12 TEK
2X9
8 # 12 TEK
2X10
10 # 1.2 TEK
GUSSETT CONNECTION
36"
NOTE: WHEN ATTACHING ALL
UPRIGHTS/POSTS TO WOODEN
DECK #12x3" SELF TAPPING
SCREWS SHALL BE UTILIZED
24"
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NOTE:
aNO
SET DISTANCE
BETWEEN BOTTOM
OF KNEE BRACE &
TOP OF GUTTER
UPRIGHT (RISER)
SUPPORT FOR MAIN
(4) # 12x3/4" TEK
BEAMS
INTO 2x2x1/8"
ANGLE INTO
4" WIDE X i/8" STRAP AT EVERY BEAM
W/ (4) # 12X3/4" IN GUTTER LIP, (2) # 12X2"
UPRIGHT
INTO FASCIA
NOTE: ANGLE MAY
2X
BE ATTACHED TO
Mr3
RISER
.
•
• •
• •
FRONT SIDE OF
• •
UPRIGHT ONLY
Ho
7" GUTTERWHEN
APPLICATION
O
IX2
IS NEEDED DUE TO
o o
2X2X• 125 ANGLES
LACK OF SPACING
GUTTER CONNECTED To SOFFIT
SUPER W/6 # 12X3/4 INTO
ON THE SIDES OF
FASCIA @ 24" O.C. MAX W/
x
GUTTER BOTH GUTTER
THE UPRIGHT
412X2" SELF TAPPING SCREWS
DECK
AND UPRIGHT
UPRIGHTS AT GUTTER DETAIL
2" X 4" STRAP
W/4# 12X3/4
INTO 2X2&
PURLIN
,;o
DOUBLE
CRIMP
NOTE: SINGLE CRIMP
IS ACCEPTABLE
SEE DETAIL D
ON PG. 3 OF THESE
PLANS
ABLE
1-LDT TAPCON
3 "X3/8
GUTTER CONNECTIONS
FASTEN CABLE TO UPRIGHT & GIRT IN
CORNER AS SHOWN W/8 TEK SCREWS.
THIS 5-1/2" CORNER GUSSET ANGLE BRACKET
CAN BE USED IN LIEU OF A 7" CORNER GUSSET
ANGLE BRACKET.
NOTE: IF CONCRETE
THEN USE #12X3"
FASTEN GUTTER TO FASCIA
EVERY 24" O.C. W/ #12X2"
FASCIA
7" SUPER GUTTER
ENLARGED TOP
VIEW BEAM TO
ATTACH BEAM TO GUTTER
GUTTER W/ 2"X2"X.125"
ANGLE USING (4) #12X3/4"
IN EACH SIDE
CABLE DE`
I HE Y CERTIFY.;�F" THESE PL HA B
DE NED FOR AN IJ IMAT.E• SPEE O
1 MPH INACCO ANCE WIT HE ST
QUIREMENTS THE 6TH ITIO F L017
FLORIDA BUILD G CODE
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EMBEDMENT INTO CONC. FOOTER. START 6"
MAX FROM UPRIGHT, THEN 24" O.C.
IX2
CONCRETE DECK
MIN (4) CONCEALED #10 X 1-1/2"
WASHER HEADED SCREWS
- —ROOF PURLIN
#12 X 3/4" SMS TO
FASTEN SMB @ 2"
O.C. MAX
IX2 OPEN BACK BASE RAIL
1/4"X2" EMBEDMENT
TAPCON
2"X2"X 1 /8" ANGLE
(2) #10 X 3/4" TEKS
O IX2 OPEN BACK
p BASE RAIL
2X2 HOLLOW
f— FASTEN IX2 O.B. TO 2"(X)H"
W/ #10 SMS @ 24" O.C. MAX
6" FROM TOP & BOTTOM
2"X2"X1/8" ANGLE
(2) 1/4"X2" EMBEDMENT TAPCON
2"X2"XI/8" ANGLE IX2 OPEN
BACK
c BASE RAIL
d �
L
v d
s.a
EXISTING 4" CONCRETE
SLAB W/ EXISTING
REINFORCED 8"X12"
CONT. FOOTER
ULT 130-170 MPH
ASD 110-130 MPH
TYPICAL DETAIL
EXTERIOR CORNER
@ BOTTOM
•
RppF p�
( 4
•• VERTICAL MEMBER MIN ) CONCEALED
SMB OR HOLLOW • #10 X 1-1/2" WASHER
•• HEADEDSCREWS
2"x4" STRAP W/
(2) # 120/4" TEKS
INTO PURLIN & •
UPRIGHT
PURLIN TO POST CONNECTION
HOUSE WALL ATTACHMENT/
FACE OF GUTTER:
2X2 YUt'�
* TO BLOCK WALL USE
#12 HEAD 2" X 3/16"
2X BEAM • • X 2 INTO WALL
• e
2 X�GLES„
FASTEN TO BEAM I * TO WOOD OR ALUMINUM,
W/ #12 X 3/4" X 4" USE #12 X 2" SCREWS
* START MAX @ 6" FROM END, THEN 24" O.C.
INTO BLOCK WALL:
USE #12 HEAD W/3" X 3/16" TAPCON
\ FOR SMB CONNECTION:
USE #12 X 3/4"
#12 X 3/4" SMS TO
FASTEN SMB @ 2"
O.C. MAX
NOTE:
DETAIL D
120/130 MPH WIND SPEEDS 1/4" 0
TAPCONS TO BE UTILIZED
- 140 (+) MPH WIND SPEEDS 3/8" O
TAPCONS TO BE UTILIZED
ANGLE MAY BE ATTACHED TO SIDE OF
UPRIGHT ON TOP OF I x2 BOTTOM PLATE
2x_ ALUM. UPRIGHT
2x2xl/8" ANGLE
(4) # 12x3/4" TEK INTO 2x2xl/8"
2" (MIN) FROM
ANGLE INTO UPRIGHT. (BOTH
EDGE OF SLAB
SIDES OF UPRIGHT)
TAPCONS SHALL PASS THRU 2x2xl/8"
ANGLE INTO AND THRU PAVERS AND
]x2 BOTTOM PLATE
EMBED A MIN. OF 3" INTO THE
CONCRETE FOOTER (SEE NOTE ABOVE
TAPCONS SHALL PASS THRU
FOR DIAMETER SIZE)
Ix2 BOTTOM PLATE AND
EMBED A MIN. OF 2" INTO
oo PAVER DECK
CONCRETE FOOTER
a CONC,FOOTER
2"
(MIN)
4
3" (MIN) `
UPRIGHT ATTACHMENT DETAIL TO PAVER DECK
SCALE: N.T.S.
'
PAVER DECK ATTACHMENT:
#12 HEAD W/5" X TAPCON MIN. 2" EMBEDMENT INTO
NOTE: WHEN ATTACHING A
CONC. FOOTER. START 6" MAX FROM UPRIGHT, THEN 24" O.C.
UPRIGHTS/POSTS TO WO EN
*NOTE*:
DECK #12x3" SELF TAT NG
a
SCREWS SIMAI:L-.�E U ILIZ.
I
FOR THIN PAVER DECK, #12 HEAD
0
x°
W/4" X 3/16" TAPCON MAY BE USED
IN LIEU OF 5".
I H BY CERTIFY T THESE S Ilk BE
D IGNED FOR AN U IMATEI D SPE OF
IX2
IX2
1 0 MPH IN ACCO ANCE WI THE S UC RAI
QUIREMENTS THE 6T DITI F E 2017
LORIDA BUILD G COD .
CONCRETEDECK
1/31
(THICK PAVERS)
LIA . OBERTS, P.E. # 42712
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aWaO���
G'7ao'x off'
C7w"'H"
wt
UC'%D ROOF TO SCREEN WALL
TACHMENT USE # 12X5" SELF
PPING, (4) PER 4' PANEL, (2)
Z T PANEL
:3 TOP PLATE
K2 CHAIR RAIL
IX2 BASE PLATE
SCREEN ROOM ATTACHMENT
COMP. PANEL
- RIDGE CAP
ATTACH COMPOSITE PANELS UTILIZING
#12x5" SELF TAPPING HEAD W/ NEOPRENE
WASHERS. (5) PER T PANEL & (3) PER T PANEL
COMP. PANEL
2x_ CARRY BEAM
COMPOSITE ROOF ATTACHMENT
TO CARRY BEAM DETAIL
SCALE: N.T.S.
FASTEN SMB TO REC. CHANNEL
W/ HIW/4" TEKS (7 SCREW/NCH
OF BEAM HT. W)
0 —RECEIVING CHANNEL FASTEN
O TO POST W/ # 100/4" TEKS (I
0 SCREW/INCH OF BEAM HT.'H')
2x S.M.B. 0
O
0
O_
ALTERNATE SMB TO POST
CONNECTION
POST PER PLAN
FASCIA
FASTEN 3" REC.
CHANNEL TO PANELS
W/ (1) #12X3/4" TEKS
EVERY 8" O.C. MIN. 5
PER 4' PANEL TOP AND
BOTTOM OF CHANNEL
I' INS. ROOF
Y
FASTEN CHANNEL TO FASCIA
W/ (I) #IOX2" EVERY 12" O.C.
dIF INTO BLOCK WALL, ATTACH W/ (1)
#12X2" TAPCON EVERY 12" O.C.
U
NOTE: THIS DETAIL IS N/A FOR ANY
MOBILE HOME & 4TH WALL MUST BE
CONSTRUCTED ACCORDING TO F
EREBY CF-RTIF" T TfTEsI- P A VE
ESIGNED FOR UHALTIMATE ED''
140 MPH IN A ORDANCG . STRIJ 1
RWILDING C QUIRE E OG E 6 ED ^ION O HE
1RAL
2017.
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w��oop'
CID
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z
�w�7w
11
a
ERTS, 42712
A
6TH EDITION, 2017 FBC 140 MPH, EXPOSURE "C"
BEAM \ TRIB WIDTH
MIN COL
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
2 X 4 X 0.044 X 0.100 SMB
2X4
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
2 X 5 X 0.050 X 0.116 SMB
2X4
19'-8"
19'-8"
19'-8"
19'-8"
19'-8"
19'-8"
19'-8"
19'-1"
18'-4"
17'-7"
17'-0"
2 X 6 X 0.050 X 0.120 SMB
2X4
26'-1"
26'-1"
26'-1"
26'-1"
25'-2"
24'-0"
23'-0"
22'-1"
21'-2"
20'-5"
19'-8"
2 X 7 X 0.055 X 0.120 SMB
2X4
32'-10"
32'-10"
31'-2"
29'-7"
28'-2"
26'-11"
25'-10"
24'-10"
23'-11"
23'-0"
22'-3"
2 X 8 X 0.072 X 0.224 SMB
2X4
43'-6"
41'-11"
40'-7"
39'-4"
38'-3"
37'-4"
36'-5"
35'-4"
34'-10"
34'-2"
33'-6"
2 X 9 X 0.072 X 0.224 SMB
2X5
47-11"
46'-3"
44'-9"
43'-5"
42'-3"
41'-2"
40'-3"
39'-4"
38'-6"
37'-9"
37'-1"
2 X 9 X 0.082 X 0.306 SMB
2X5
50'-9"
49'-0"
48'-6"
46'-2"
44'-11"
43'-10"
42'-10"
41'-10"
41'-0"
40'-3"
39'-6"
2 X 10 X 0.092 X 0.374 SMB
2X6
57'-2"
56-11"
55'-2"
53'-8"
52'-4"
51'-1"
50'-0"
48'-11"
48'-0"
47'-1"
46'-3"
MAXIMUM UPRIGHT HEIGHT FOR 140 MPH, EXPOSURE "C" WIND LOADS
UPRIGHT
SPACING BETWEEN UPRIGHT (SMB & PATIO)
SIZE
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
2X3
11'-6"
11-2"
10'-10"
10'-5"
10'-0"
9'-7"
8'-11"
8'-4"
7'-9"
7'-1"
6'-3"
3X3
13'-8"
13-4"
13'-0"
12'-7"
12'-0"
11'-7"
11-0"
10'-8"
10'-3"
9'-7"
7'-9"
2X4
12'-8"
12'-4"
12'-0"
11'-7"
11'-0"
10'-7"
10'-0"
9'-8"
9'-3"
8'-7"
7'-9"
2X5
14'-0"
13'-8"
13'-2"
12'-9"
12'-3"
11'-11"
11'-5"
10'-8"
10'-0"
9'-6"
8'-4"
2X6
16'-2"
15'-11 "
15'-8"
15'-5"
15'-3"
15'-0"
14'-6"
131- 10"
13'-6
11'- 1 0"
11'-0"
2X7
19'-1 "
18'-5"
18'-0"
1 T-6"
17'-0"
16'-6"
16'-0"
15'-6"
15'-0"
13'-10"
12'-6"
2X8
21'-6"
20'-8"
20'-0"
19'-3"
18'-9"
18'-0"
17'-1"
16'-6"
15'-9"
14'-8"
13'-4"
2X9
23'-9"
22'-8"
22'-0"
21'-3"
20'-4"
19'-4"
18'-4"
17'-5"
16'-8"
15'-7"
14'-3"
2X10
25'-0"
24'-3"
23'-6"
22'-9"
21'-11"
21'-1
20'-0"
18'-11"
1T-9"
16'-6"
15'-2"
NOTES:
-THESE HERE NOTES ONLY APPLY WHEN THE CHART REFERENCING (MAX 2x3
KNEEBRACING) IS BEING UTILIZED ON THIS PG. OF THESE PLANS & KNEEBRACING
IS BEING CALLED OUT ON PG. 1 OF THESE PLANS.
-HEIGHTS SHOWN ARE TO THE BOTTOM OF THE KNEE BRACE.
-G.C. IS REFERRED TO KNEE BRACE DETAIL SHOWN @ UPPER LEFT
HAND CORNER OF PLAN SHEET 2.
-BEAM & UPRIGHT SIZES SHOWN ON PG. I OF THESE PLANS MAY
BE REDUCED TO A SMALLER SIZE (EX. 2X5 BEAM REDUCED TO A 2X4 BEAM)
AS LONG AS THE SIZES ARE IN ACCORDANCE WITH THE BEAM &
UPRIGHT HEIGHT CHARTS SHOWN HERE ON THIS PAGE.
s BY CERT THAT T P_,L E B
JGNED FO AN ULTYN
S D Q
MPH IN CCORDANC
RU URAI
ZUIRE' NTS,OF T DIT
OF. HE 2017
iRID UILD NG C
CLEAN COMPACTED
18"X18"X18" DEEP 2,500 PSI ALTERNATE ATTACHMENT:
(MIN) ISOLATED CONC. FOOTER ATTACH POST TO TOOTER W/
2X2X.125 ANGLE UTILIZING (3)
ALUMINUM UPRIGHT SIZE #12X3/4" INTO POST & (1) #12X3"
SHALL BE SPECIFIED ON PG. I TAPCON INTO FOOTER (2) ANGLES
OF THESE PLANS WHEN AN PER POST. ANY PARALLEL SIDES
ISOLATED FOOTER IS TO BE USED
4 . I c e
I I 1811
NOTE: (2) #3 REBAR IS SUFFICIENT
L Jv IN LEIU OF (1) #5 REBAR
18111
clnE: XIIE:IAI
2,500psi (min)
nt)Me'0c LA---
5 CONT. REBAR FOR FOOTER
O 12"XI2" IN SIZE. FOR 12"XI6"
PER (2) # 5 CONT. REBAR SHALL
EQUIRED.
MONOLITHIC FOOTER DETAIL
SCALE: NOT TO SCALE
OU/ALC: IV. 1.0
ISOLATED CONCRETE
FOOTER DETAIL
SCALE: NOT TO SCALE
CLEAN COMPACTED
PAVER DECK
2,500 PSI (MIN)
CONCRETE MONOLITHIC
FOOTER
(1) # 5 CONT. REBAR FOR FOOTER
UP TO 12"X12" IN SIZE. FOR 12"XI6"
FOOTER (2) # 5 CONT. REBAR SHALL
BE REQUIRED.
Iqa .
l : A. I �
ISOLATED PAVER DECK
FOOTER DETAIL (OPTIONAL)
SCALE: NOT TO SCALE
NOTE: NOT APPLICABLE ON JOBS W/
EXISTING CONCRETE SLAB
FOOTER FOOTER SIZE TABLE
A
B
SPAN
8"
8"
UP TO 16'
8"
12"
16' TO 28'
12"
12"
28' TO 40'
12"
16"
40' & GREATER
I HXIGNED
Y CERTIFY T TT_-UE
DE FOR A TIMATE
1 0 MPH IN ACC DANCE
QUI EMEN OF THE 6T I
FLORIDA BUI DING COD /s
IE 201
f I \ WILLIAM H. RQSERTS, P
REQUIRED INSPECTION ECTION SEQUENCE
Mnn Max I[nsection Descrn f6n.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab [Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls'
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final, Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building. Other
Min M I<nsec¢i®n Description
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
�.
Min
.:ii.. �'4�ksf=i�.�
Max
���.r➢.�.0.r � i���.i..R. :sF..T'cFi�.a :.� `i�7,� a."�e e.'.fS'� � �:4..
I[msEection Descii24i®n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Mnm Max. Insipection DeseFI tn®n �^
Mechanical Rough
Mechanical. Final.
Min I Max
Gas Unde
Gas Roug
Gas Final
REVISED: June 201.4
;Q
State of Florida
County of Seminole
Permit Number:
m our
6z iD ycowm
Parcel ID Number: _i3 l =3 SG-S - MCC
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
OFPROPERTY: (Legal desc""rl�p�tion of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
Pe_
OWNERI FORMATION•
Ca..EfRK OF C 1f C I1]:
Name: A lonrva,' 9ii8; „ ;r, t
C:LEI iK'S 2018022116 .
Address: I^
Fee Simple Title Holder (if other than owner) Name: ltE::Ca}f? 11 IG FEE.{ 10f i+Cf
Address:
CONTRACff: I , �
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the e t of my knowledge and belief.
5
Owners Signature Owner's Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead '"
I '% .. _..Ii
My commiss10P� r :393J
= EXPIRES: 4pri19, . J?
State of FI or; 4 a County of S P_ YV► . t1 O I t. Ac7d _d 7h2 No;ary Public Un 1e._
The foregoing Instrument was acknowledged before me this _5 day of" F7 Inr u ar . 20 1
by _ i-ev-2v\ tJ S.e_ Who Is personally known to me ❑
Name of person making statement
OR who has produced Identification Q type of Identification produced: Q �-
C-I's