109 Red Cedar Dr - BR08-000717 (REPLACE GARAGE DOOR) DOCUMENTSApplication #: 00 /
Job Address: 10a?G '
Parcel ID'
Description of Work: G
t CITY OF SANFORD PERMIT APPLICATION "V1, + /'
ll _
l 6
Submittal Date: (
Value of Work: $ '7 Oo °
Zoning:
a C)
Historic District:
Square Footage:
Permit Type: Building G( Electrical • • • • Mechanical • • • • • •Plumbing Fire Sprinkler/Alarm Pool Q Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential `- New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # ,of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
t/ of Stories: # of Dwelling Units: Flood Zone: (EEMA form required)
Construction Type: ...
4 ....................................
c' p Contractor: i
Property Owner: g t' d (/
I C Address:
Address: c' e G
7
jj+*i% Pon t State License Numbercpc 6603 y
r% 72 E-mail: Phbne Bonding
Company: Mortgage
Lender. Address:
Address:
Arch
itect/Engineer: Phone:
Fax:
Address:
Plan
Review Contact Person: Phone:
Fax: E-mail: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 restrictions applicable to this property that may be found in the public records of thiscounty, 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 regi Signature
of Owner/Agent Date Print
Owner/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
lD APPROVALS:
ZONING: U I IL: FD. Special
Conditions: Rev
02/2007 Contractor/
Agent is Produced
ID Me
or V
T
1 VALUATION ENTITY
Gary Pfuehler; P. E.
5665 Green Oak Court
Fairfield, OH 45014
1
Product ESA' uation Report
for Florida DCA .
Evaluation Report # 4300W4-09
MANUFACTURER
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513.770.4800
The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design
and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in
compliance with the following provisions of the Florida Building Code:
Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202)
Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202),
1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201)
Double -skin Insulated (exterior skin 27 ga. min,, interior skin 27 ga. min.)
Description of Product: Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door
Design Pressures: +28/-29 Test Pressures: +42/43.5
Specific Models and Technical Documentation:
UnAe! Test Report Drawing No. Comments
4400W4, 4401 W4,
Glazing approved per HCN-5A, HCN-5. Low head room track approvedHDGW4, HDGLW4,
4300W4, 4310W4,
HCN-21 101652-Revo5
per HCN-126.
4301 W4
Glazing approved per HCN-5A, HCN-5. Low head room track approvedSP20W4, SE20W4, HCN-21 101652-Rev05 er HCN-126. SF20W4
Glazing approved per HCN-5A, HCN-5. Low head room track approved
66W4, 67W4, 68W4 HCN-21 102049-Rev03 per HCN-126.
H400W4, H401 W4, Model uses horizontal reinforcement; door height does not effect
H310W4, H300W4, HCN-21 102488-RevO2
performance.
H301 W4
Installation requirements: Installation must be in accordance with manufacturer's installation instructions.
Limitations and conditions of use: Jambs, lintels, sills or other structural,elements required to prepare openings are not covered.
The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure
and in accordance with current building codes for the loads listed on the drawing(s) referenced above.
Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building
Products. Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria
of independence as stated in 913772.110 F.A.C.
Signature:-,
1r, P. E. Gary Pfu e
Florida P. E. No. 49850
Date: l lis J
FILE:4300W4-09-REv02
GPI ORHOLUQ PHRIGDUC APPFUR o MALE 3026HU 03
CLOPAY MODELS 4400, 4401 (24 GA. EXTERIOR SKIN)
CLOPAY MODELS HDG. HDGL. 4300. 4301, 4310 (27 GA. EXTERIOR SKIN)
IDEAL MODELS SP20. SE20. SF20 (27 GA. EXTERIOR SKIN)
OPTIONAL WINDOW UTE DSB GLASS OR 1/8'
ACRYLIC AVAILABLE. OPTIONAL ARCYUC GLAZING
IS PLASKOUTE OPTIX OR LUCRE CP APPROVED
CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC2606 (SEE IN B—B) _
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OPTIONAL OUTSIDE KEYED — A
LOCK POSITION
MAX. DOOR WIDTH - 9•-0-
INSIDE ELEVATION
SEE END
HINGE DETAIL
SEE INTERNED.
HINGE DETAIL
TWO POINT LOCKING
INTO TRACK
4) /14x5/8' SHEET METAL SCREWS
O
4) 1/4•x3/4• SELF TAPPING SCREWS
14 GA. ENO HINGE 19 GA. INTERAIEDNTE HINGE
NOTE: 14 GA. INTERMEDIATE
HINGES ON 24 GA EXTERIOR
SKIN DOOR MODELS.)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)-
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OPTIONAL OUTSIDE KEYED A
LOCK POSITION
MAx. DooR YnorH
FRONT FRAME WITH U.V.
COATING ON OUTSIDE SURFACE.
n n
11 II
II II
GLAZING
MOLDED INSIDE SECTION B—B /
80-1/4' PAN
UTE RETAINER.
OPTIONAL 10 SCREW WINDOW LITE
HEAD SCREW.
10 SCREWS PER LITE)
13 CA GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
3) 5/16•xl-5/8' WOOD LAG SCREW.. -
TRACK CONFIGURATION LHR.TOP BRACKET
DOUBLE HORIZONTAL
2x6 YELLOW PINE JAMB
S2 WM DOUBLE TRACK TRACK 12 GA GALV. STEEL TRACK
i LOW HEADROOM IS BRACKET FASTENED T WOOD
AVAILABLE AS AN OPTION JAMB WITH ONE 5/16•xl-5/8'
WOOD LAG SCREW PER BRACKET.
2' GILI. EL' GALV. STEEL TRACK
Y TRACK THICKNESST::.O60' DOUBLE TRACK FASTENED2 TO TRACK BRACKETS
LOW HEADROOM OPTION EACH BRACKET ATTACHED WITH ONEl'
1/4•x5/8' BOLT a, NUT DE
TWO 1/4• RIVETS.
s
u
JAMB CONFIOURATION
TYP. 2-1/2'x12 CA GALV. STEEL TRACK BRACKET.
4) TRACK BRACKET PER SIDE. DISTANCE BETWEEN SECTION C—C
0 1PACK BRCKETS NOT T EXCEED 30. O.C. (FACTORY ATTACHED)
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH -
EACH SIDE OF DOOR.
OUTSIDE KEYED V.D
HANDLE mLE
INSIDE HANDLE
OU1510E KEYED LOCK
SNAP LATCH LOCH OPTION
VERTICAL JAMB ATTACHMENT (C-90 BLOCK
OR 20DO PSI MIN. CONCRETE COLUMNI:
3/8'X4' SLEEVE ANCHORS ON 24' CENTERS
BOTH C-90 BLOCK OR 2000 PSI MIN.
CONCRETE) OR 1/4'X4' TAPCON SCREWS
ON 24• CENTERS (2000 PSI MIN.
CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1' O.D. WASHERS
TWO POINT LOCKING REWIRED WITH TAPCONS. ANCHORS MAY
INTO TRACK
BE COUNTERSUNK (BUT NOT REQUIRED) TO
PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER
LOAD.
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILINGSI:
1/2'x3' LAG SCREWS ON 24' CENTERS. 1' O.D. WASHER
REWIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT
REWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
27 GA. MIN. STEEL EXTERIOR SKIN WITH
G-40 GALVANIZING. BAKED —ON PRIMER
AND A BAKED —ON POLYESTER PAINTED TOP COAT.
a
a
2' THICK
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DDOR
1.95' THICK. 1i DENSITY
EXPANDED POLYSTYRENE
FOAM INSULATION 1M11NATED
TO BOTH EXTERIOR AND
INTERIOR SKINS.
12 GA GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(3)
14x5/8' SHEET METAL
SCREWS.
TONGUE AND GROOVE JOINTS.
2-1/4• TALL x 20 GA. GALV. STEEL
U—BAR. THREE PER DOOR. ATTACHED
WITH (2) 1/4'x3/4• SELF TAPPING
SCREWS AT EACH HINGE LOCATION..
SECTION A —A
27 GA. STEEL INTERIOR SKIN WITH
G-60 GALVANIZING. BAKED —ON PRIMER
AND A BAKED —ON POLYESTER PAINTED TOP COAT
13 GA CALV. STEEL BOTTOM BRACKET.
ATrACNEO WITH (4) /14x5/8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION
SUDE BOLT SCALE 2' I' h VINYL WEATHERSTRIP.
END LOCI( ENGAGES
STILEINTO VERTICAL
TRACK. ONE END
LOCK ON STILE
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION THIS DOOR MEETS OR EXCEEDS THE DESIGN OUTSIDE
LOADS FOR THE WIND SPEEDS LISTED BELOW HANDLE
ACCORDING TO THE FLORIDA BLDG. CODE
OR IBC (ASCE7) FOR THE FOLLOWING LOCK
CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR ENGAGES
STOP MOULDING BY DOOR HAS 2 OF WIDTH IN BUILDINGS END ZONE, TRACK ON
INSTALLER (To SUIT) 3) IMPORTANCE FACTOR OF 1.0, 4) ANY OUTSIDE KEYED LOCK EACH SIDE
18 GA. GALV. STEEL END STILE
END STILES HELD BY HINGE SCREWS)
ROOF SLOPE AND 5 5076 SAFETY FACTOR. .K R L _KIN. OF DOOR.
WIND SPEED MPH S 1 OO 110 110 120
EXPOSURE LI B or C B I C 1 8
MEAN ROOF HEIGHT 30• 1 30' 1 24'1 30•
THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE
18 GA. MIN. GALV. STEEL CENTER HINGE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE
FASTENED TO INSIDE SKIN W/(4) OR INTERNATIONAL BUILDING CODE BUT DOES b0T MEET THE
EACH /14x5/8' SHEET METAL SCREWS. IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
14 GA GALV. STEEL. ROLLER HINGE REGIONS REF. CHAPTE:R16 FBC IBC
FASTENED T END STILES W/(4) EACH DESIGN ENGINEER: MARK WESTERFIELD, P.E.
14x5/8• SHEET MErAL SCREWS FLORIDA P.E. #48495, NC P.E. 023832, TEXAS P.E. /91513
2' STEEL ROLLER.
PREPARATION OF JAMBS BY OTHERS,
MM THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
TIH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
DESIGN LOADS: +28.0 P.S.F. h —29.0 P.S.F.
TEST LOADS: +42.0 P.S.F. k —43.5 P.S.F.