840 Rosalia Dr (a)IBY:OING
IVE%
8 2011
CI Y OF SANFORD
E PREVENTION
PERMIT APPLICATION
Application No: 010 1cf
11
Documented Construction Value: $
S'A / Job Address: l A i
Parcel ID:
Historic District: Yes o
Zoning: O
Description of Work: 04(=l P, '00-ores Plan
Review Contact Person: 90gele— Title: Phone:
L10? '11,1Q30 6 Fax: E-mail: n
Property Owner Information Name
9 U /d' Al e' Street:
gb3r egg ,0 City,
State Zip: UU l e-4 EP Phone:
Z/ U7 C a O 12. / S Resident
of property? : %-10 Contractor
Informatinn Name
Ow"g:54g, /1 , Street:
Ok6 Clxobiw On Lj City,
State Zip:. r-P ; = 7 7 Phone:
91.167306Fax:
State
License No.: C F A(o 31-/1/ Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Building
Permit O Square
Footage: No.
of Dwelling Units: Electrical
D Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: New
Service — No. of AMPS: Mechanical
0 (Duct layout required for new systems) No.
of Stories: Plumbing
O New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 0 No. of heads:
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.
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.
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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictionsapplicable 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. A copy of the executed contract is required in order to
calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan
review fee based on past permit activity levels. Should calculated charges exceed the documented construction
value when the executed contract is submitted, credit will be applied to your permit fees when the permit
is released. Signature
Print
Owner/Agent's Name Signature
of Notay/State of Florida Date
Signature of ntractor/Agent Date UQ
ame
71Z
Date
Florida Date Owner/
Agent is Personally Known to M11,qProduced
ID De, Type of ID APPROVALS:
ZONING: 1140f 8-HI UTILITIES: ENGINEERING:
COMMENTS:
bpi 1„ rc(iarC Jt 5t d,r I
I: Contractor/
Agent is Produced
ID N
Rev
11.08
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
LFY_RAL NOTES
EVALUATED FOR USE IN LOCATIONS ADHER14C -0
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
PEOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESICN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
O
C•CES NOT EXCEED THE DESICN PRESSURES LISTED
2 HUPRWANE >ROTECTNE SYSTEM (SHUTTFFS) IS NOT REQUIRED ON
OPAOUE PANELS. BUT IS REOUIRED ON GLAZED SIDELTES
1 3 PCLYRETHANE CORE SMOK
DEVE:OPEFLAME INSPREADPER X
DEXO0
ANDASiM
E84A PLASTICS TESTING
OF UTE FRAME MATERIAL - TEST DESCRIPTION DESIGNATION
RESLLT SELF .GNIImomTION TEuP
ASTM 0 W 13® ®® ®® u .
00
00:
00 00 OSINGLE DOOR
UNIT
DOUBLE DOOR UNIT TABLE OF CONTENTS
SHEET p DESCRIPTION
I TYPICAL ELEVA-
IONS & :.ENERAL NCTES 2 AV.-.H!?
RIAf. 10CATIONS & DLIAILS 31AvCHOR..C. LQCATIONS &
DETAILS SINGLE DOOR. UNIT
WITH SIDFLITF U-)
a 00
lag'
Max OvERALL
FfiAVE WDIH Cr o U 21" MAX
36.
375' MAX. — PANEL v/IDTH _
37.5" MAX _ Q G W/ASTRAGAL I
FRAME WIDTH I Q ' O
I I US
2
W
J
Z
0) r3
Ci 1
1.1 t-.
J isnI
I
i
I
gW
o a88 e u
a ypzyj- 0 0
SINGLE
DOOR UNR
WITH SIDE, ITE
D')uRI F
DOOR UNIT w/SIDELITES E It A [
EI - SINGLE DOOR UNIT
V//SIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
PERFORMANCE IS REOuIRED TO BE
15% OF DESIGN PRESSURE CONFIC MAX WIDTH
INSWING I OUTSWING INSWING OUTSWINC 4< 37.5
760
76C +763 76C 19.0 -19.0 550 -550 4 '550+550 -
050 +550 -55.0 i90 -19.0 55.0 -550 OX or AL'
75 550 650 +550 SS.0 i90 -19.0 550 OYO 112.5
r530 190 -19.0 55.0 -550 DXti0 tl5 550
5.0 1+55.0 55C t190 -i9.0 55.O -510 v 12-lI-
Ip
KURT i3ALThAZOR FLORIDA
P E
1-96533 d
aN
T. S
ec $w5 B.
aG no
M4--
L0132-0
I I o .
3 RATE OF BURNING
1929 740 'F >
650 'F ASTN 0635
b" SF.E DI: IAIL 6
3..
3"
I
n
SEE DETAII
c"
A
n
3"
0
a SEE DETAIL
a
D"
D
W
a aj I I N
10
8 x 2-1/2" #
10 x 2\ #8 x 2-1/2"
10 x 3/4" s •
8 , 2-1/2" #9 x 314"
O #;0 x 3/4" I. //9 x 3/4"
L{10 x 2" DETAIL "E" ASTRAGAL
ULIAIL "C" ATTACH ASTRAGAL RETAINER BOLT
DETAIL "D" STRIKE PLATE TO FRAME
AS SHOWN.
t 375!
i
INSWII,IG 1 HRESHOLU
0 962" 1
OUTSWING IHNLjHOLU
9Evxn v ;
1h1E Rwiesn. "'. a I ,c
6"
EE DETAIL
C"
6-
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A ".375" THROW
DETAIL "I"' .ASTRAGAI.
EO90U3iAL\ ALUM. STEEL OP BUM SPACER l6 x
1-1/2" PRS 11 VOw
m-,
E_uFLh7FR16RINIER0_
R TYPICAL GLAZING
DETAIL a u-)
Do 0
U
p
Q J
2
n
C cc U
ui p
u_ Z
U
Cif O
LJS
III
I
11-1 WE 7/
25/05 S.0
F NT S Cw0 0•
SWS K B1
PZ:wlrri,
W CwG-tq-
F10139-OS 54ET _ OF
3
SFF DFFAIl
C" SHT. 2
ATTACHMENT DEIAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOAAS. PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. ,IAMB. HEAD. ANC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLLDF.
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE A— EACH ANCHOR
LOCATION.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMCNT
OF 1-1/2" MINIMUM EMBEDMENT THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF '-1/4".
3. WOOD BUCKS BY OTHERS MUST 3E .ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
1. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
U
a SEE DETAIL
D" SHT. 2
rJ
a 9
0W
a
K N
1.50"
MIN
10
I
311 I r. I I
r
I II I I II I I I I
0
a
0.
J
a
0W
I II
c I
II II
e
II I
W e
C
6
3-6 3,
6..
HARFIWARF SCH17111]I F
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2 4" a a" FUL_ MORTISE BJTT HINGES
MAX
HIM
TYPICAL WOOD BUCK
ANCHOF. INSTALLATION
1 25'
MIN - t
0 2.
MAXSHIN
CL tK
TYPICAL MASONRY
ANCHOR INSIALLATION
U-)
cc co
0 0Uto
Z J
O cr
O
0 U_ z CL
NUOF'
1
e,.mr N T.S
c. ey. SWS
cNK er
01.12-05
of 3
Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dil.aspx?p:u:m=w...
0, unity Af ifa irs: =W--T
r
SCIS ltoo is i Lop In I User Registration ' Mot Topics ' Subml Surcharge Slats & Facts Publications i FBC Staff SCIS Site Map Links Search
i,v Product Approval
1l yy USER Public User
Producl App oval Menu > Pioducl Or Applicalion Soarch > Applicotion List > Application Detail
FL A FL4940-R2
Application Type Revision
Code Version 2007
Application Status Approved
Approved by DCA. Approvals by DCA shall be reviewed and ratified by the
POC andfor the Commission it necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Ouality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
I of 3
Masonite International
One North Dale Mabry
Suite 950
Tampa, FL 33609
615) 441.4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
07/27/201 1 03:32 PM
Florida Building Code Online http://www. flondabui lding. org/pr/pr_app_dt I. aspx?past»= w...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
12/16/2010
12/16/2010
12/22/2010
summary or vroaucts
FL # Model, Number or Name
4940.1 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +76.0/-76.0
Other: Evaluated for use in locations adhering to the Florida
Budding Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed 3'-0" x F-8" max nominal
size. Max DP = +/- 76.0. When large missile impact resistance is
required, hurricane protective system is NOT required See
installation drawing DWG-MA-FLO132-05 for additional
information.
Description
6'r8" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL4940 R2 C CAC N1006115-R3 PDF
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL4940 R2 11 FL0132.pdf
Verified By. National Accreditation & Management Institute,
Created by Independent Third Party*
Evaluation Reports
FL4940 R2 AE 504A.pdf
Created by Independent Third Party, Yes
4940.2 I Metal -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55 0V-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. 12'-0" x 6'-8" max nominal
size. Max DP = +/- 55.0. When large missile impact resistance is
required, hurricane protective system is NOT required on opaque
panels, but is required on glazed panels. See installation drawing
DWG-MA-FLO132-05 for additional information.
Certification Agency Certificate
FL4940 R2 C CAC N1006115-R3 PDF
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL4940 R2 II FL0132.pdf
Verified By- National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL4940 R2 AE 502A pdf
Created by Independent Third Party: Yes
4940.3 I Metal -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +48 31-48.3
Other: Evaluated for use in locations adhering to the Florida
Budding Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. IZ-0" x 8'-0" max nominal
size. Max DP = +/- 48.3. When large missile impact resistance is
required, hurricane protective system is NOT required on opaque
panels, but is required on glazed panels See installation drawing
Certification Agency Certificate
FL4940 R2 C CAC N1006115-R3 PDF
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL4940 R2 II FLO133 Ddf
Verified By. National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL4940 R2 AE 501A.Ddf
Created by Independent Third Party: Yes
2 of 3 07/27/201 1 03:32 PM
Florida Building Code Online http://www.floiidabuilding.oi-g/pr/pr app_dtl.acpx?param=w...
DWG-MA-FLO133.05 for additional Information.
4940 4 Metal -edge Steel Side -Hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4940 R2 C CAC N1006115-R3.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +50.5i-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4940 R2 II FLO134 cdf
Building Code including the High Velocity Hurricane Zone, and Verified By' National Accreditation & Management Institute,
where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party.
exceed the design pressures listed. 17-0" x 6-8" max nominal Evaluation Reports
size. Max DP = +/- 50.5 When large missile Impact resistance is FL4940 R2 AE 502A Ddl
required, hurricane protective system is required. See installation Created by Independent Third Party: Yes
drawing DWG-MA-FLO134-05 for additional information.
49405 Metal -edge Steel Side -Hinged Door 8'-0" Glazed I/S and O/S Door
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL4940 R2 C CAC N1006115-R3 PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +43.0/45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4940 R2 II FI-0135.Ddf
Building Code including the High Velocity Hurricane Zone, and Verified By. National Accreditation & Management Institute,
where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party:
exceed the design pressures listed. 6-0" x 8'-0" max nominal Evaluation Reports
size Max DP = +43.0 / -45.0. When large missile impact FL4940 R2 AE 501A.Ddl
resistance is required, hurricane protective system is required. Created by Independent Third Party: Yes
See installation drawing DWG-MA-FLO135.05 for additional
information.
Baok Nest
Department or Community Attairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399.21W
8W) 467.1824. Fax (8W) 414.8436
O 2DDD•2010 The State of Florida All nphls reserved
Privacy Statement I CoDyriphl Statement IAccessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us
Product Approval Accepts:
1- M-
Sl`l'llrll V tlhI It rC
Wrrfla^" Trustee
r•r.. r
3 of 3 07/27/201 1 03:32 PM