HomeMy WebLinkAbout214 Krider Rdr
D
CITY OF SANFORD
BUILDING & FIRE PREVENTION
DEC 07 2016 PERMIT APPLICATION
Application No:
l'
Documented Construction Value: $ i 6 7 00, 09
Job Address: 2194 1kr"1� • 5o4 -%%Z -,or 8,VL ,3Z-1105
Parcel ID: 07.20.3'
Historic District: Yes ❑ No ❑
Residential BCommercial ❑
Type of Work: New ❑ Addition M_ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: on
Plan Review Contact Person: Title:
Phone: `%07-678 -USoo Fax: ` O'7 -67TJS3-6a Email: b� �� �.kJ� Sc%oel►�r' —�(
k,
Property Owner Information
NameeN&)t '-V 4'5g i` \k&cr� Phone: gyp')—'57S— 6Yg(5
Street: 214 Resident of property? : Ires'
City, State Zip: Sa�sirot C�,�L,3Z�7`3
,\ Contractor Information
Name tMW `OC' O/) -V— Phone: H OeT' 1 75' C?5y0
Street: 3005 Po_ELh 'ii Fax: Yd 7— 6 76 SS6 o
City, State Zip: W �ri�Oc i�c�c�, �t-,��r1a12- State License No.: sC G 0S6 7 70
ArchitecVEngineer Information
Name: &t-11 d ers g.,
Street: L/Ys 66 To•�.+ �.�-►. �z�ly ��'� / y
City, St, Zip: r o/' ot4-p—rl- 3 37 8o
Bonding Company:
Address:
Phone: q Y / — 3c, /- 5 18 a
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc. y�i
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 uJ
Revised: June 30, 2015 Permit Application��
NOTICE: In addition to the requirements of this permit, there may be additional restrictiops 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 zoning.
Signature of ner/Agent Die
Print Owner/Agent's Name
a4a 1.44 1 � / -111i
Signature of Notary -State of Flonda Date
Downs Ruth link
NOTARY PUBLIC
STATE OF FLORIDA
Comrr* FF937222
Expires 8/24/2019
Owner/Agent is Personally Known to Me or
Produced ID Type of ID 49
/z- ?_ 1'4
Signature ofContractor/A ent Date
0. (V;/7
C enI4 5 l
Print Contractor/Agent's Name
V :-�& 21-71 /c
Signature of Notary -State of Florida Date
Derteha Ruth Link
NOTARY PUBLIC
STATE OF FLORIDA
Comrn$ FF937222
Expires 8/24/2019
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
c�4
APPROVALS: ZONING: 12• 16 -Vo UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 9::'
Ok to install screen room as shown on plan. Meets area and dimension regulations for SR1-AA zoning
district.
Revised: June 30, 2015 Permit Application
Property Record Card
Parcel: 07-20-31-509-OOAA-07EO
PR Owner: HARRIS ROBERT 8 SEELY
Property Address: 214 KRIDER RD SANFORD, FL J2773-5808
------------------------------- -----------
t Parcel Information i Value Summary
Parcel
07-20-31-509-OOAA-07 EO
Owner
HARRIS ROBERT 8 SEELY
Property Address
214 KRIDER RD SANFORD, FL 32773-5808
Mailing
214 KRIDER RD #7 SANFORD, FL 32773 -
Subdivision Name
GRANADA TOWN HOMES AT SANDRA
Tax District
S1-SANFORD
DOR Use Code
04 -CONDOMINIUM
Exemptions
00-HOMESTEAD(2017)
Legal Description
UNIT 7E BLDG AA
GRANADA TOWNHOMES AT SANORA
PB 20PGS 1&2
Taxes
Tax Amount without SOH: $1,456.31
2016 Tax Bill Amount $1,456.31
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
2017 Working
Values
2016 Certified
Values
Valuation Method
Cost/Market
Cost/Markel
Number of Buildings
1
1
Depreciated Bldg Value
$78,520
$78,520
Depreciated EXFT Value
$78.520 {J
$50.000
Land Value (Market)
County General Fund
1 $78,520
Land Value Ag
-
$28.520
Schools
Just/Market Value "
$78,520
$78,520
l Portability Adj
Yes
f Improved
Save Our Homes Adj
$0
$0
Amendment 1 Adj
Improved
$9,422
P&G Adl
ISO 1
$0
Assessed Value
$78,520
$69,098
Tax Amount without SOH: $1,456.31
2016 Tax Bill Amount $1,456.31
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
City Sanford
$78,520
$50.000
$28,520
SJWM(Sainl Johns Water Management)
$78.520
I $50,000'
$28,520
County Bonds
$78.520 {J
$50.000
$28.520
County General Fund
1 $78,520
I $50,000
-
$28.520
Schools
I $78,5201,
$25,000
$53,520
LSales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTYDEED16/1/2016
08712
0109 $117,000
Yes
Improved
SPECIAL WARRANTY DEED 1 6/1/2014
08295
1929 $52,500
No
Improved
CERTIFICATE OF TITLE t 3/1/2014
08230 1
4215 1 $100
No
-
Improved
WARRANTY DEED 4/1/1979
01217
1264 ( $40,000
Yes
f Improved
WARRANTY DEED 1/1/1976
01098
0556 $32,500
I Yes
Improved
Firid Comparable Sales
-------- - - ------ ----- -- -
--- --- ----- — - --
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 { 0.00 1 $0.10
Building Information -�-C-is ---e-------------- - -- ----- -- -- --- ------ -
Is BedlBath co nt mcorrec e
#
Description Year Built
Actual/Effective
Fixtures
Bed
Bath
Base Area Total SF
Living SF
Ext Wall
Adj Value
Repl Value
Appendages
1 !CONDOS 1973
81 3 2.5
I 875 2.277 1,794
CB/STUCCO
$78,520
$78,520
I
FINISH
I
Description Area
DETACHED
GARAGE ( 483.00
FINISHED
UPPER
I
STORY 91900
i
1
FINISHED
- - -- - - ------------------ - --- -
Permits - I
Permit ff
Description
Agency
Amount CO Date
Permit Date
00479
ADDITION -RESIDENTIAL
ISANFORD
$2,100 !
12/1/1994
Extra Features --- - - --- - —--------- --- ---- -- - ---- -- -- -- - — - -
Description Year Built Units Value New Cost
No Extra Features
12/07/2016 WED 12:53 FAX
Fax: 407-6784560
Toll Free:1-000.247-0766
FL Reg. # RX110570V
FL Lie. # 8CCOS6770
® `SUPERIOR - 0
ALUMINUM INSTALLATIONS, INC.
®005/005
MAN OFFICE
3006 Forsyth Road
Winter Park, Florida 32792
(407) 676-0500
Sales, Installation, Show Room
Omer No. ' `h Primary Phone k07'*y ' LVt(90 Referred l3y vCj
Date I% /.III to Secondary Phone 'tZI - 921v'"
This is a contract between Superior Aluminum Installations, Inc. and olb�xr*' �-koafe1 5
(the Customer), who
_S7_'1 -Tb
As used in this contract, the words seller, we, us, and our refer to Superior Aluminum Installations. Inc. and the words you, your and buyer
refer to the Customer. Measurements and dimensions are approximate for purpose of determining price. All dimensions shown are Intended
to be exterior (outside) dimensions. Final dimensions are subject to modifications to conform to standard factory fabrication, engineering,
and building code. We agree to furnish all labor and material necessary to Install the following described:
TYPE OF WORK TO BE DONE
ACr'k.V
'0 FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37,
FLL 'UTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATL ' SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO
ENFOk '.AIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM
IS KNO�CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUB-
CONTR& . FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR
MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO
YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CON-
TRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR
MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR
PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS,
OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY
HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS
CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS
REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY
PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER".-
FLORIDA'S
WNER":FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED
THAT YOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON
A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW
BY A LICENSED CONTRACTOR FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM. CONTACTTHE FLORIDA
CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
Division of Professions • Construction Industry Ucensing Board • 1940 North Monroe Street, Tallahassee, FL 32399.1038, Phone: 850.481.1386
BUYER'S RIGHT TO CANCEL: Homeowner Three Day R#09 Owcal • M you do not worn the goods arvft services as slip Abd on this signed W"Mt.
you nay cancel this agreement by trailing a notice to the seller (Superior Aluminum Installations. Inc.). The notice must Indicate that you
do not want the goods and/or services and must be postmarked before midnight of the third business day after you sign this agreement.
d
TOTAL 17."
7. • (tovew '
44
1/9 DEPOSITWITH ORDE �2PCASH or
119 ON LAYOUT �.�^33.� CREDIT CARD / FINANCING
TERIAL AND
113 ON INSTALLATION TO INSTALLER •� • N Z WORKMANSHIPGUARANTEED
If after going through the normal channel of operadone, you are dissatlefled or have any unresolved problems, please
call and ask for me pomwellyei407d67-076'd Tlmothy Orte, President / Superior Aluminium Installations, Inc
THE INSTALLATION WILL BE COMPLETE ON OR A80UT 'p' ►v T %N_
IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTMENCIES COULD MATERIALLY CHANGE THE ESTIMffED COMPLEf10N OATS STATED
ABOVE CUSTOMER'S INABILITY TO OBTAIN OR QUALIFY FOR FINANCING: INCLEMENT WEATHER: STRIKES OR OTHER LABOR DISRUPTIONS;
NON-AVAILABILITY OF MATERIALS; ENGINEERING: PERMITTING; ACTS OF GOO '
BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THATYOU ADREE TO ALL TERMS OF THIS CONTRACT.
THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF SUPERIOR ALUMINUM INSTALLATIONS, NC. MANAGEMENT AND SUPERIOR ALUMINUM
INSTALLATIONS, INC. RESERVE6 THE RIGHT TO CANCEL THIS CONTRACT AT ANYTIME PRIOR Tq RT OF WORK.
Date'O Customer
sales R Gw LC ")ion_ IWA n!b Cusbwner
REV aM6 Page 1 el
v
THIS INSTRUMENT PREPARED BX -
Name: 'Of (A r►tr" "464"2
Address: o
w: � • er .F�.32�t9 Z
NOTICE OF COMMENCEMENT
I !IIII! Iilll !1111 Illll IIIII Illll IIII IIII
11ARYANNE MORSE► SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8808 F'9 1160 (1F'9s)
CLERK'S : 2016120383
RECORDED 11/18/2016 02:06:52 FM
RECORDING FEES $10.00
RECORDED BY jeckenro
Permit Number.
Parcel ID Number: o? • Zo • 3l • So9 •000 • o9E0
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.
1. DESCRIPTION OF PROPERTY: (Legal desc do of the property and street addres if vailable)
tp?•?O•3t•To4.00AA-07&0 AM KridtC'Md- v^;+ 7C11de, A4
Se.r► s� L _ �Z "1`3 �f.�.,,_ �._ Tew T'..s-_ ZT Sc
2. GENERAL DESCRIPTION OF IMPROVEMENT:
SLrtR.^ SRO O' "+
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE
THE IMPROVEMENT: .S
Name and address:�'} l4.`AP ✓may 214 Kf1 �0. �1�0f6e1:1, 77-113
Interest in property: 4) -.-
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: SUPERIOR ALUMINUM Phone Number. 407-678-0500
Address: 3005 FORSYTH RD. WINTER PARK, FL 32792
S. SURETY (If applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name:
Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)T., Florida Statutes.
Name:
Phone Number.
Address:
8. In addition, Owner designates
of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration 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 if perjury, I declare that I have read the foregoing and that the facts stated In it are true to the best of my knowledge and
belief.
t
f
C
own s or eSsee's
(Signa mor Owner or Lessee,r O
( nt ame nd anode Signatory's TiderOlMce)
(�
AuNofted Officer/Director/Partner/Manager)
^
•r
State of Ltsu V C' County of
The foregoing instrument was cknowlodged before me this /
day of +,E:20o �
✓'
tir�� : Stagy ��
�►�.�
�
`;
by
is personally known to me O OR
Nanj or person rrka ent
W
who has produced identification pe of I ification pro ed:
D o
0Li
�a
JESSIE SANTIAGO
Notary Public State of Florida
a °C
rySlg lure j
My Comm. Expires Sep 2, 2017
Commission # FF 050565
8 W W c
LL 0
_Z
CLLU
W
V V h m
SEMINOLE COUNTY MULT/%UR/SD/CT/ONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11/21/16
I hereby name and appoint:
Kevin Gervais
an agent of: Superior Aluminum
(Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
❑✓ All permits and applications submitted by this contractor.
Or
❑ The specific permit and application for work located at:
(Street Address)
-Expiration Date for This Limited Power.of Attorney:
License Holder Name: Timothy Orie
State License Number:
SCC056770
Signature of License Holder:
STATE OF FLORIDA
COUNTY OFC?vC(,(Yld-,Q
11/21/17
The foregoing instrument was acknowledged before me this 2i day of rklkjw,r_�
20 16 , by Ti rrmC l -J 0r;e who isqg- personally known to me or
O who has produced
and who did (did not) take an oath.
Q
Signature of Notary
DeWe Rulh Unto
NOT PUBLIC
STATE OF FLORIDA
FF937222
w Expires 8/24/2018
as identification
T-e� LIYt,V)
Print or type Notary name
Notary Public -State of
Commission No.
My Commission Expires: R r'24lIq
CONTA,4 CTOR: SUPERIOR ALUMINUM
DESIGN CRITERIA:
APPLICABLE CODES, REGULATION$ & STANDARDS:
1.THE 2014 -FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609 .3.1 EQUIVALENT BASIC WIND SPEED: 140
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING */-1% - ASTM C 260
iv. WATER REDUCING AGENT - ASTM C 494
v CLEAN PORTABLE WATER
A. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
I REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
i. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 7'x7x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE
(OR EQUAL) TYP. ALL LOCATIONS
SCALE: NTS 1x2=0 044 OPEN BACK
2x2=0.050 HOLLOW
J2x3=0.050 HOLLOW
OB NO. 1632405
2x4=0.0464.100 SMB
2x5=0.0504.120 SMB
2x6=0.050x0.120 SMB
2x7=0.055x0.120 SMB
2x8=0.072x0.224 SMB
2x9=0.072x0.224 SMB
LEGEND:
MATERIAL DEFINITION
2(2x0.050 WIND BRACING (TYP)
3x3= 3x3x.125 POST
ROOF PANELS MAY O/H ALUM. FRAMING 12" MAX.
103-%11
M �k3
X
N
2x3
MM
co X DA X
O N N
r
2x3
`'�,\XtSTtN'G \
`' `'X;
00
,I,,,,,,,
`
EXISTING
BLOCK
WALL
99"
2x3
Ma
X X
CO N
1x3
HOUSE
FASCIA MOUNT
i��
su
ROOF FL
ED
61-R
RECORD COPY
3"x.024x1 LB
COMPOSITE
3105-H 14
1 /4"-1' SLOPE
1 7" S.P. I I I
20'-0"
0-1
■ O
oil- I - ,
x
N
GARAGE
2x4 2x4
HOUSE
N
o
N
PAw
h
;� O J 0. 1�
_mss_ * cc'sa c>
=C9 Q �2 �p
I � �
�_1 i11I I111��� o
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
X
X
qt
X
0
M
X
N
N
N
N
5'
5'
5'
5'
L�
0-)
'n H
V
T' S.G.
�P\LDINc
SANFORD
�FPAR14�
#16-3269
SEE SUPER GUTTER
AND RISER PANEL
J
N
mCDJ
0
M
DETAIL
ZZoC)
coQ
N
Iu
01) U
JL J
O
u)
Z
L�
0-)
'n H
V
H
M
�
Z Q
0
�
Q2
Q
0 <
U
o�X
0
U-)
O
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
_j
U-
a
w
z
DETAIL
Z
SANFORD BUILDING DIVISION
a
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
Q
J
a LL -
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
0
y
p X
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
cr
w
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
&
LU
o
a Y LL
THE BUILDING OFFICIAL FROM THEREAFTER
oo
a
a
a v Z
REQUIRING A CORRECTION OF ERRORS IN PLANS
U
= N
CONSTRUCTION OR VIOLATIONS OF THIS CODE
ui
SHT.
2
0
a
ICCKPI.ATE PALL ATTACHED
UPRIGHT LOAD PATH
UPRIGHT LOAD PATH
, ^
Yi
SIDE WALL TO THE
& SOLE PLATE TO UPRIGHT
TO WALL ELEVATION
FRONT WALL
DETAIL
WALL FACE SECTION
HEADER
EDGE BEAM
WALL FACE SECTION
NOTE A2. USE h0 S M S SCREW WITH 1' EMBEDMENT
(!) MO S M.S. FROM EDGE
���
CONNECTION WITH CONCEALED FASTENERS
BEAM INTO UPRIGHT
a
PERPENDICULAR MEMBER
WITH 1' EMBEDMENT
�•.
11
REFER TO NOTE 02
FROM HEADER TO PERIMETER EXTENSX7w1
UPRIGHT
EDGE BEAM I HEADER
ROOF MEMBER
ROOF MEMBER
PERIMETER EXTENSION
MEMBER
REFER TO NOTE 02
EDGE BEAM
GIRT
M
GMT GIRT
:SHT.2
HEADER
U
w
N ::) 9 00
(3) no s LA.S FROM SOLE
v
PLATE INTO UPRIGHT
EDGESEAM
REFER TO NOTE 02
SOLE PLATE MTN 1 1? EMBEDH.O=NT
x
SOLE PLATE
w
SCREEN
`^
U
(!)110 S M S FROM INSIDE FACE OF PERIMETER EXTENSION
INTO SCREW SLOTS OF HORIZONTAL GIRT WITH t t?
EMBEDMENT
j
r USE 00 1? SCREW
n/
O^
REFER TO NOTE 11
(2)110 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION
j
0' O.0 AND
0
LL
I.L
WITH 1? EMBEDMENT
INTO SCREW SLOTS OF PERIMETER TH t 1EMBEDMENT
WITHIN 4' OF EACH
r
r
mCORNER
0
0
1' ALUMINUM TRIM
C
n
O
p
MAY BE ADDED TO
j
,
x
x
W
CONCEL SCREWS
NOTE 11: USE 110' CONCRETE SCREW WITH 1' EMBEDMENT
SPACING 21' O.C. AND WITHIN W OF EACH PERPENDICULAR
MEMBER
GIRT
GIRT
GIRT
RIGID KICId'LATE PANEL
. SOLE PLATE
CONCRETE FOUNDATION
(NO MINIMUM SEPARATION NEEDED BETWEEN GRADE
AND NICI(PLATE)
CONCRETE FOUNDATION
SOLE PLATE
CONCRETE FOUNDATION
CONNECTION WITH CONCEALED
FASTNERS FROM HORIZONTAL
GIRT TO THE UPRIGHT
P
SCREW INSIDE UPRIGHT
1 LP EMBEDMENT
r
x
GIRT GIRT
n
(NO ANGLE CUPS
REOLARED)
(!)110 S.M.S. FROM INSIDE
UPRIGHT INTO SCREW SLOTS
OF HORIZONTAL GIRT WITH
11' EMBEDMENT
W
u
0
CORNER DETAIL
EDGE BEAM TO UPRIGHT
, ^
Yi
SIDE WALL TO THE
& SOLE PLATE TO UPRIGHT
a
FRONT WALL
DETAIL
EDGE BEAM
HEADER
EDGE BEAM
LL
NOTE A2. USE h0 S M S SCREW WITH 1' EMBEDMENT
(!) MO S M.S. FROM EDGE
���
SPACING 21.0 C AND WITHIN 0' OF EACH
BEAM INTO UPRIGHT
a
PERPENDICULAR MEMBER
WITH 1' EMBEDMENT
�•.
11
REFER TO NOTE 02
SPACING 24'0 C AND WITHIN 0' OF EACH PERPENDICULAR
UPRIGHT
37)
T
U
m
0
M
PERIMETER EXTENSION
MEMBER
REFER TO NOTE 02
CD
0
GIRT
M
GMT GIRT
:SHT.2
GIRT
U
w
N ::) 9 00
(3) no s LA.S FROM SOLE
v
PLATE INTO UPRIGHT
REFER TO NOTE 02
SOLE PLATE MTN 1 1? EMBEDH.O=NT
SOLE PLATE
SOLE PLATE
CONCRETE FOUNDATION
CONCRETE FOUNDATION
SOLE PLATE
CONCRETE FOUNDATION
CONNECTION WITH CONCEALED
FASTNERS FROM HORIZONTAL
GIRT TO THE UPRIGHT
P
SCREW INSIDE UPRIGHT
1 LP EMBEDMENT
r
x
GIRT GIRT
n
(NO ANGLE CUPS
REOLARED)
(!)110 S.M.S. FROM INSIDE
UPRIGHT INTO SCREW SLOTS
OF HORIZONTAL GIRT WITH
11' EMBEDMENT
W
u
0
CONNECTION WITH CONCEALED FASTENERS
FROM GIRT TO PERIMETER EXTENSION
W Q J
, ^
Yi
o
SPACING 24'0 C. AND WITHIN W OF EACH PERPENDICULAR
a
C=31
CID
LL
O
WQ
LL
O;
W w
a
....A
C*3
���
v
�•� L
O
a
0
NOTE h: USE 110' CONCRETE SCREW WITH V EMBEDMENT
�•.
11
1\\ uj
11111\
SPACING 24'0 C AND WITHIN 0' OF EACH PERPENDICULAR
x
37)
T
U
m
0
M
MEMBER
0
OD
0)
CD
0
S
<
3)
M
:SHT.2
Z Z Q Q
U
w
N ::) 9 00
U
CONNECTION WITH CONCEALED FASTENERS
FROM GIRT TO PERIMETER EXTENSION
W Q J
, ^
Yi
0
SPACING 24'0 C. AND WITHIN W OF EACH PERPENDICULAR
a
MEMBER
WQ
LL
LL
Z
(2)110 S M S. FROM INSIDE FACE OF PERIMETER EXTENSION
a
w Q
p�
NOTE h: USE 110' CONCRETE SCREW WITH V EMBEDMENT
SPACING 24'0 C AND WITHIN 0' OF EACH PERPENDICULAR
x
REFER TO NOTE /1
M
MEMBER
o
1
L
S
<
3)
QQ
2 N co)
:SHT.2
(D
w
v
a
WQ�
GIRT
C
`^
U
(!)110 S M S FROM INSIDE FACE OF PERIMETER EXTENSION
INTO SCREW SLOTS OF HORIZONTAL GIRT WITH t t?
EMBEDMENT
O �i/
n/
O^
REFER TO NOTE 11
J
LL
I.L
CONNECTION WITH CONCEALED FASTENERS
FROM SOLE PLATE TO PERIMETER EXTENSION
SOLE PLATE m
¢Z
G
NOTE h USE 31M CONCRETE SCREW WITH 1' EMBEDMENT
0
SPACING 24'0 C. AND WITHIN W OF EACH PERPENDICULAR
a
MEMBER
Q
LL
(2)110 S M S. FROM INSIDE FACE OF PERIMETER EXTENSION
a
w Q
p�
INTO SCREW SLOTS OF PERIMITER WITH 1 112- EMBEDMENT_
w
x
REFER TO NOTE /1
SOLE PLATE m
¢Z
G
0
Q
LL
O
65
w Q
p�
w
�O
a
Liz
o
1
=)
fn
S
<
3)
QQ
2 N co)
:SHT.2
r
z
w
v
a
EXISTING TRUSS
OR RAFTER
#10 x I%" SMS
OR WOOD SCREWS
2 PER RAFTER
OR TRUSS TAIL
#8 X 1/2" S.M'S. SPACED ROOF S�N
N
co
o
@ 8" O.C. BOTH SIDESGj0 --
""•. /�
c
N
CAULK ALL EXPOSED ��lvQ :'�
'.
U
SCREW HEADS O •v, N
HEADER 2;y o
O O;
a
COMPOSITE PANEL ROOF= 0 ;W
a �� Z
C N
t
ATTACH WITH #14 S.M.S. (MIN LENGTH
�'
4) O
EQUALS ROOF THICKNESS PLUS ��•�
1 -INCH) WITH 1-1/4" FENDER WASHER �j •.
' y�
.• ���
M
PANEL ACROSS END AND 24"
FE
ui
��O
0)
O.C. ALONG
111111
��z
#10 X 3/4" S.M.S.'
OR WOOD SCREW
SPACED @ 2" O.C. EXISTING FASCIA RECEIVING CHANNEL ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS
@ 12" O.C.
DETAIL:
ROOF PANEL TO FASCIA DETAIL
SCALE: NTS
#8 x 1/2" S.M.S. SPACED
/1 O.. P1 /+ �l1TLJ CIf1CC
ROOF PANEL TO WALL DETAIL
NTS
ROOF PANEL
Uro
J m
N
co
o
UI
M
ZZQp
Fx
U
N
�
WJ
O
Z
�
a-)
H
H
M
ZQO'IT
FE
'
��O
0)
Q
Q
��z
U
co2
U
c -i co
0��
U-)
J
O
LL
D _
SHT.
�LL
a
O
y
w
0 j
FE
'
��O
d
��z
o
o
co2
U
c -i co
3
F
W
&
SHT.
U
a
SUPER GUTTER /RISER PANEL DETAIL ��`� .0,...aJ!.11
Asp,
04
��j o
m
INSULATED ROOF 2:� O A.
ui
SYSTEM = SW Z CF
2X2 �u 'O
0
L
d
8-3/4 SMS ���/� SP1 Off```\vLLi
BEAM TO RISER I 1O o
WALL WICH SIDE
U� oCD
N
POST J m 0 o
2x4 F- c
PATIO —
ZZQp L)
00
W W J OJ _�
Qa< Z LL 0)
Q
WoX H M
Nz(D 2x4 ('
qa w UPRIGHT Z O r
�= W Q
SCREEN Q Q
ON INSIDE Q Q =
_ � U
COMPOSITE ROOF H
(2) 2" SCREWS C�
PER 2 STRAP PANELS # 14 S.M. . O
ROOF THICKNESS
2x4
PLUS 1" WITH ROOF LL q' a
1 1/4" FENDER WASHER
PATIO (4) PER PANEL ACROSS
THE FRONT AND S.I.P.
PANEL 24" O.C.
ALONG SIDES HEADER
O
O
SUPER SOFFIT
GUTTER
O
FASCIA E SUB -FASCIA
Z_
2"X2" ANGLE WITH (4) S.M.S
o
EACH SIDE TO BEAM T Q w u
SUPER GUTTER O N 0
N to —
SUPER GUTTER BUILD UP WITH
swO
INSULATED ROOF
o a °c �Yz
fn~ I cv N
U
F -W
2 0
FSHT3A]v a
PRODUCT APPROVAL COVER SHEET
CUSTOMER NAME: Harris
CUSTOMER ADDRESS: 214 Krider Road
MANUFACTURER PRODUCT APPROVAL NUMBER
Elite Insulated Roof FL 7561 R 3
Florida Building Code Online
Page 1 of 2
o.PZRT%!X_Vr
Business
CP
& Professional Regulation
Archived
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
r�
',� 10
Busmes(��
DCIS Horne Log In ' USer Registration
product Approval
®USER:
Hot TOPKS Sublmt Surcharge Stat3 S FatlS PubkCabore; FOC Staff DCIS S,te Map ' UnkS Search
Professi al
gIMK User
dk@dokimengineering.net
Regulation
®
*royal Menu > PrOOurx Of ADOIIo[ron
Scarth > AOOlicabon USt > Appnotlm Debll
FL rr
FL7561-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk®dokimengineering. net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954)491-3700
elltealum@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE -49497
Quality Assurance Entity Quality Auditing -Institute Ltd.
Quality Assurance Contract Expiration Date 11/30/2020
Validated By lames L. Buckner, P.E. at CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
�7�L3T�I7�0 rm_ r I rqm�-W-o-14
.
1709.2
http://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
Method 2 Option B
04/30/2015
05/01/2015
05/10/2015
06/23/2015
Page 2 of 2
FL X
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
3"/4"/6"x0.032x11b EPS Composite Panel,
3"/4"/6"x0.024"x21b EPS Composite Panel,
3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R3 II Elite FL7561-R3 2014 FBC Installation
Approved for use outside HVHZ: Yes
Dwo.odf
Impact Resistant: No
Verified By: Do Kim, D.E. PE 49497
Design Pressure: +80/-80
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used In Structures considered
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
FL7561 R3 AE Flite Alum FL7561- a 014 FB
is provided. See installation drawing for nominal allowable
Evaluation.odf
design pressures and spans.
Created by Independent Third Party: Yes
0 Noxt
Co!w?2 Us : 1940 North 14prime Sort. Tallahassee FL 32399 Phone: 850.487-1824
The State of Honda is an AA/EE0 employer. ComneM 2007-2013 Sh[e of florida.:. Pnvacv Statement ;: Accessibility Statement . • Refund Statement
Under Florida law, *mad addresses are public records. If you do not want your o -mad address released in response to a putft-records nequM do not send
electronic mail to Nis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "pursuant to
Section 455.275(1), Honda Statutes, effective October 1, 2012, IKdnsees licensed under Chapter 455, F.S. must provide the Department with an email address ir
they have one. The !mads provided may be used for official communication with the licensee. However email addresses are public record. U you do not wish to
supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S.. please dick PUL.
Product Approval Accepts:
®®E®
Credit5FArr E
http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015
DO KIM & ASSOCIATE6, LLC
CONSULTING STRUCTURAL EN3INEER93
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: April 10, 2015
Report No.: FL# 7561-R3
Product Category: Roofing
Product sub -category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be
required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 5'" Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
�cEN�,II`
7Do�:.
s!0IYAL
" 4-25-15
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet I of 3
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Sunuorting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 5w Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL -1001 titled " EPS Foam Core Composite Panels", sheet I - l, prepared by
Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc.
(HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06-
2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987,
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-
06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993,
HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI-
05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036,
HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -institute, LTD. (QAl
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code SI' Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. In HVHZ, this product shall be used in structures "not to be considered living areas"
per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, I or 2 PCF
ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D
ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication
methods.
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803. Class
A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be
adhered to as required.
8. The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions (including load combinations) using the data from the allowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < 12'-0" and L/180 for spans > 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL -1001.
b. Allowable panel spans shall bot exceed those listed in the tables of DWG. FL -1001.
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 3 of 3
ELITE PANEL SPAN TABLES: 1. Net allowoble loads ore permitted to be multiplied by 1.67 to derive ultimate loods (psi),
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAIJ CHARTS)
NE1 I MAX. ALLOWABLr SPAN (FT)
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NEI I MAX. ALLOWABLE SPAN (rT)
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLC CLEAR SPAN CIIARIS)
NET
ALLOWABLE
LOAD Inn'
MAX. ALLOWABLE SPAN (ri)
L/BD Ln20 L/180 L/240
is
9400 1490 2446 W -k
No
_N334 '1)21 1 tOt
tm
2210 rl 63 142 1702
t0
M 11903 1742 1
n nor
1 3.N N.L t0
Y
la 16 W -re 7A2
0.14 1770
—Tiff— 53.72 7. 1
(&NPRAI. Nuns
1. t'untposlte lmod. shall be 2otWlUctcA using tylx 11)U3•H li4 alnmunnw Ixingt, 1 .M ? I'CI' AS'I61 l'•S7N tvgtcntcr hr.Nnl L'PS
adhere In oluninum Inc p lcnh Ashlmnl Chennal 10201) ISO gnp. I-abliealion to be b) I:ble Pawl 1M0dueb mdy in
anotJmlre wish:pgltnva•J fabtwminn unl o'ls
I°hlc Und'p.nM•Ic w;nlnin A I II 171 t (int) clacc'll' IeAQ laliltg mol Rre Nf•IA5111 apptosc.I.
). I W, slxe ilic.mun has been th ltgned .unl'holl he lilbl'o.l.d in:McIMlhuwr wlh the uynirrnlenla of the 1 lm ids Iluildiug Code
S' I"Illinn IT ISI'). wloj,oAile panel. eumply wilh Choplcr 7 Somion 7211, Chaplet X Section 801, Chis A nuetim liuwb, and
Chaplet 26 Sceliln1 2614. All Itwal INuldutg code onvotintent+ shall be udheted to as wtiuha,d.
4. 1 he destgnecsllall de9nntine by accepted enginrc.Ing proetice The a11owD61e Ia.dc Im site tlweitic Inad coodhionc lincbldutg
Io.NI coolhionnom) lnlnL Ill, dal. lion, the alll—,thle la.nts Willes.1111 Apar, in thk appltl\JI.
5. 1)elleelinn limits mol allowable spans have been listed to nxet COC including Ilk I IVII% In I IVI I%, this puldw shall be uxd
N1 slnlctows "nit to be eonsldncd living meas" 1x2 .leelioo 1616 unless Impact tc�iswmc in aeetlydmlee wl Ute I IVI I%
Rhloirco nis me nwi
6. J.fcly kwlol 01'2.11 h.lc titin ux to det Aup n11mv.1hlc I"..& and spam Pion Ieslutg in—oldant• In the 1 oWL-lines for
Alulninnu S i-Ioty,, Poll I antl eonfuttnA W the I'IIC l haptct Ib nod 20.
7. I esbltg his been eonhwled In aecoltlmwe it. AS I M 1.72.115 Sncugth I cat of I'aneh 19r Ill lding Coolainc6un.
A. Ilelnelxe Test ILI IY 111:I WIS. 1988, Illi1'1-1)6.211)4, 111.11.4-6.2(166. 111`1'1.06.21115, 11f I I•W-2067. 111:1'1.05.1002. 111:11.
116.2 107, 111:11.05.1987.1111.1'1.06.2169, 111:1'1.06.20'10,111:11.1111.2071, I I1: r1.OS• 1994, 111:11-ot-1991. 111:11.16.2072,
111.-11 (141.2071.' Di 11.06.2074. Illi)1.05.1996. IIIA 1.05.1789, Illi u•05.11M. I O11-05- 1985, Illi 11.05.1995, 111 11.05.
1").111.1'1.1)5.1997• III.11-115.21137. 111 11•US•21129.II1:11.OS•?1)'14, 111;1'1•V5•'_11lU.III'II•U5.21141. 111:1 I-US•21Ntl, 111:1'I-
IIS•211i6, III:l1•US•21/t 1, l II:1'I.115.2U1X, 111'1 1.11(•211/15, I II:1'I.115•_tU411, 111:11.115.21)42.
7. Linen intnpllotiun shall be olluwtd IW ligurcs within Un Wbl � shown.
III. I'alxh +wlh Inn beanie shall br t INuidnLtl eyuis uleIN 11) uINiLN pallelc seithtnn tau IRatILL 1)ellgll pfUIL511n1'lC Iln)' Illi IIYII•
6' x U.UJU x 2 — LB LPN PANLLN
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ALLOWABLE SPAN (FI)
SCA& Anti WIIM
CONTIta/RR CAULKING
00
Opp
T
0000
000000
)0000
00000(
00
op
Op
p
4-0
76• MAA IN IRONt L 257:
Or PANEL WIDIN ! SIDES
INI7a LAKING
rase( atl1IH UPTI
GU11
n nor
C 1 •• MAR W1mN tvtrRl rtrw.r. DRIP
jDeCsCsCsO;C; IA, EPS CORE IU OR 2LD Oxo.-,OX0;,1
l AIUMIHIM BOTTOM 1
FACINGS
00
Opp
ttLAR SPAM (LI INSIDr 10 INSIDE -4-0
'
OM 1
EW,lNECP U RECORD TO PRUVIDr
ILK RDIII CTTNMrC11DNS L
SUPPORTING NIRUCIURE BETA" DY
ADD IMICNN&SS Q
WALL COR TOTAL
00
op
Op
p
4-0
76• MAA IN IRONt L 257:
Or PANEL WIDIN ! SIDES
I HIS OR ANY OTHER ENGINEER.
PANEI SPAN-
4-0
212' MAX At SIDES)
DO KIM
L ASSOCIAIEB. LLC
CONSULTING
STRUCTURAL
ENGINEERS
Coins +am
T."k R 3tAM1
IN (81316574AS
a1.
&J -104 -Ill -MI -11
m AAnrw•t
An ls�aDr�lllW7
m /RmIL1 A1�RDVA1
arATB6NA.It
L
J
Q
to >
J p
W Cr
aaZZa
V' 1—
g l)
Rao
a � 4
(yaw
tufo
053
2
w'a0
N
�Q
W Q
J
LL
EPS ROOF PANEU SPAN DESCRIPTION Drawing SHEET OF ET T I OF I 01
I
GRANADA TOWNHOME CONDO
Floor Plan (Schematic)
.�AP�'�OVCD PLAi`S
Unit az
EMS. DrP i .
Ok to install screen room as shown on plan.
Meets area and dimension regulations for S111 -
AA zoning district.
This is one of the spacious townhome style floor plans avail-
able. Granada townhomes feature a General Electric kitchen with
automatic dishwasher, disposal, self-cleaning oven and stove. Wall
to wall carpeting, central heating and air-conditioning and an elec-
tronic garage door opener help make your home beautiful and
comfortable year-round.
These Granada townhomes are offered for sale by First Fed-
eral Savings and Loan Association of Mid -Florida. Tour the model
homes today and ask about the very attractive financing available
from First Federal.
moo•-•
SECOND FLOOR PLAN
r
Q'%
�r—
1
AINIUMS
PA,rio
k Orrt,� i n
,2: So
JL/ V/N!
PCW t
t
I R, I
1
<�
r�
1 �
r
A
FIRST FLOOR PLAN
ap 8 EDAM 2
�j
"Bea" 3
r
n
•
�►
r
y
A.
G�oSET
y
ATS
uv6E T
ti1ASTER
`r
$A7Iv�
�
•
°o BEo�ooM
i cos. —
n
/ 0
omens,
RM
SECOND FLOOR PLAN
r
Q'%
�r—
1
AINIUMS
PA,rio
k Orrt,� i n
,2: So
JL/ V/N!
PCW t
t
I R, I
1
<�
r�
1 �
r
A
FIRST FLOOR PLAN
REQUIRED INSPEC'T'ION SEQUENCE
RP# tt .7,7tb9 Address: 7%uA vGesed2
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection Description
PlumbingUnderground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
I
Revision is
Response to Comments ❑
ECEIV
FEB 12017
Permit # I G — 3Z6 q Submittal Date
Project Address: 2—IL/ 1� 1- I d e l' %ejc'J
Contact: I ► �Y �� �'�-�'
Ph: / a 7 ' -7 d cD
Email: MG.:naZ. S Yo'��'��—F1.
Trades encompassed in revision:
0"
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
q,--lSuilding 41- Z—
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407s688.5152
Email: building@sanfordfl.gov
Fax: 1 � (� %e S-5-
4
General description of revision:
cF
Y
Chi
G%a�rctea( FYb
c
ROUTING INFORMATION
Approvals
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
q,--lSuilding 41- Z—
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407s688.5152
Email: building@sanfordfl.gov
Fax: 1 � (� %e S-5-
4
General description of revision:
cF
Y
Chi
G%a�rctea( FYb
c
ROUTING INFORMATION
Approvals
(1 ea side) 3/8" X 9" LG.
LAG SCRE
SUPER GUTTER BUILDUP
w/ COMPOSITE ROOF
PANEL OWC�
w/ INSIDE MOUNT SCREEN
#10 SMS X COMPOSITE ROOF PANEL
THICKNESS PLUS 1" LG.
w/ 1" FENDER WASHER.
SPACED @ (4) PER PANEL ACROSS FRONT EDGE
AND 24" O.C. ALONG SIDE HEADER.
ANGLE BRACKET DET
AT 1 IDDIf_LJTC
COMPOSITE ROOF PANEL
(4 ea side) #10 X 1" LG. SKIS
(1 ea side) 2 X 2 ALUM. ANG
(4 ea side) #10 X 1" LG. SMS
7" SUPER GUTTER
SIDE H
2 X 4 PATIO
-, w
J
wcn�
�zwcA
JQ��
w�=UJ
z
c_ozow
��IU
2 X 4 PATIO
PERMIT #
SEE ANGLE BRACKET DETAIL
3/8" X 9" LG. LAG SCREW
SPACED @ 24" O.C. INSIDE ROOM
& 48" O.C. OUTSIDE ROOM
RECEIVE� FEB 1201?
ui
PR
U e�
m
O
0
N
CD
o
~
M
r
V
ZZ
�
Q
�
p 0
co U
N
Iu
JL J
O
U-)
W�L
Z�
H
M
c
W
p�
.-.
ZQO�
W�Q
R
a
TRO
�Yz
�
g Q
F-
=
U
�]
SHT.J C
�W
z
v
0�X
LI')
J
O
LL
a
.
D
o
Q
�u-
O
N
W
p�
R
a
TRO
�Yz
o
w
o
U
�]
SHT.J C
�W
z
v
o
Ir
.
a
SUPER GUTTER BUILDUP
w/ COMPOSITE ROOF
PANEL
w/ INSIDE MOUNT SCREEN
#10 SMS X COMPOSITE ROOF PANEL
THICKNESS PLUS 1" LG.
w/ 1" FENDER WASHER.
JVT SPACED @ (4) PER PANEL ACROSS FRONT EDGE
fm AND 24" O.C. ALONG SIDE HEADER.
COMPOSITE ROOF PANEL
(1 ea side) 3/8" X 9" LG. O L
LAG SCREW
— (4 ea side) #10 X 1" LG. SMS
ANGLE BRACKET DET
AT I IMMlt-U'rO
(1 ea side) 2 X 2 ALUM.
(4 ea side) #10 X 1" LG. SMS
7" SUPER GUTTER
SIDE HEADE
2 X 4 PATIO
-� w
J
Lu
�zwW
JQFr(n
�2>H
w�=w
c_oZw
U
cA
2 X 4 PATIO
SEE ANGLE BRACKET DETAIL
3/8" X 9" LG. LAG SCREW
SPACED @ 24" O.C. INSIDE ROOM
& 48" O.C. OUTSIDE ROOM
RECEIVE
FEB 1 2011
U't
J m
J
.:r•-
(14
QD
X11
M
'o Cq
.a. "
c,4=
rki_�
N
W J
O
Lo
ui
Z�
w
M
w
PR
�lllllllll�� •"
O
T--
'I-
U O
U't
J m
J
O
co
0)M
(14
QD
X11
M
ti
ZZ
�
Q
�
o U
00 U
N
W J
O
Lo
W�L
Z�
w
M
H
WQ�
O
T--
'I-
<
R
U
DRO
0�CC
U-)
CC
a
J d'
LL
a
C
owl
D
o
�u-
Q
w
w
O
N
pOf
R
W
DRO
a
wYz
o
o
a
<
Qq
Cn
'
_
Z N C0
r
z
w
O
SHT.�0
a