2417 Seminole Ave - BR08-002674 (REVISION DOCUMENTSA
REVISION
PERMIT # C' DATE 4m
PROJECT ADDRESS
CONTRACTOR --) / iTiry t `t 5
PHONE # ! Z j 25 % -
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING
FAX # _ 3 £ 3
EVALUATION ENTITY
Gary Pfuehler, P. E.
5665 Green Oak Court
Fairfield, OH 45014
Product Evaluation Deport
for Florida DCA
Evaluation 73W4-16
MANUFACTURER
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513.770.4800
Statement of Compliance:
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:
0 Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSUDASMA 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)
Description of Product: Steel Pan (min. 25 ga.) Double Car (9'2" to 16'0" wide) WINDCODEW W4 Garage Door
Design Pressures: +24/-24.5 Test Pressures: +36/-37
Specific Models and Technical Documentation:
Model Test Report Drawing No. Comments
73W4, 1500W4, Glazing approved per HCN-41, HCN-3. Low head room track approved
75W4, 190W4, HCN-41 101711-Rev06
per HCN-126.
84AW4, 94W4
Glazing approved per HCN-41, HCN-3. Low head room track approved
42W4, 48W4, SSW4 HCN-41 102047-Rev05
per HCN-126.
Glazing approved per HCN-41, HCN-3. Low head room track approved
4RSTW4, 6RSTW4 HCN-41 102138-Rev03
per HCN-126.
Glazing approved per HCN-41, HCN-3. Low head room track approved
4RSFW4, 6RSFW4 HCN-41 102410-Rev02
per HCN-126.
Glazing approved per HCN-41, HCN-3. Low head room track approved
110RW4, 120RW4 HCN-41 101980-Rev05
per HCN-126.
H73 W4, H500W4, Model uses horizontal reinforcement; door height does not affect
H94W4
HCN-41 102486-Rev03
performance.
Model uses horizontal reinforcement; door height does not affect
H4STW4, H6STW4 HCN-41 102492-RevO2
performance.
Model uses horizontal reinforcement; door height does not affect
H4SFW4, H6SFW4 HCN-41 102577-Rev02
performance.
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) 1 comply with the criteria
of independence as stated in 913-72.110 F.A.C.
Signature:
Gary Pfuehler, P. E.
Florida P. E. No. 49850
Date:
PERMITIT # a 8 --"2 (o74
DATE: 70
WON,
FILE: 73W4-16-REv03
MODELS OP N)NAIL Dse oR I/e' ACYRUC UTES AVAILABLE. oPnoNAL
STANDARD INSULATED
ACRYUC'G SING IS PLASKOLITE OPTIX OR LUCTTE CP
APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
24 GA 84A, 94 - 2606 (SEE SECTION B-S)
25 GA 73. 75 - 190, 1500 —i A . A
F__
MINTERMEDIATE STILES FOR 16 WIDE DOOR.
REV DATE - DESCRIPTION -
ATTACHED W TOG-L-LOC (YTTOP 6t BO7t
20 CA. MIN. END STILES ATTACHED TO DOOR
AND URETHANE ADHESNE (r10NG CENTER) '
SKIN WITH PATENTED TOG-L-LOG SYSTEM 03 3/16/2000 ADDED LHR TRACK OPTION NOTE: DEL. M/N 82/90
TOP. BOTTOM h CENTER).
04 9/2003 ADDED STILE QUANTITY CHART -
05 08/03/04 ADDED INSULATED M/N 190, 1500
06 05/24/05 UPDATED CODE REF.
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER
LNR TOP BRACKET (
TO SUIT)
NEW 'B' TRACK HORIZOMAL
1 13 CA STEEL FLAP BRACKET.
EAJEACH FASTENEDED TO WOOD JAMB WITH
DOUBLE TRACK (
3) 5/16'v1-5/8' WOOD LAG SCREWS.
LOW HFenROON OPDON
10
11
TRACK CONFlGURATION
C I - - NEW 'C'
f- OFCENTER DOOR Q DOIXi
9 2 TO 9 1 T 2' GALV. STEEL TRACK, 7 -0 76
J .L. MIN. TRACK THICKNESS:.060"
LOCK POSITION 1 1 a
8-0 88
BOTH SIDES) I
TWO PO4NT LOCKING TYP. 2-1/2'x12 GA GALV. STEEL TRACK BRACKET.
4) TRACK BRACKETS PER SIDE. (FACTORY ATTACHED)
WM' DOUBLE TRACK
LOW HEADROOM IS
AVAILABLE AS AN OPTION
B SHEET METAL SCREWS
ON U-ARMS OON DCT-BAf25
SECTION, ETC.) @:TAP
O F.
1/4'v3/4' SELF
PING SCREWS. '
N OF 1{ GA ENO HINGES 18 CA INTERMEDIATE HINGE
IL VENTS --. A OPI. OUTSIDE KEYED LOCK POSITION
VERTICu JAMB ATTACHES ANEW "B ' C-
MA%. DOOR WIDTH - 16-0" P I .
3 8 x4 SLEEVEANCHOR BOILS ON 21' CENTERS (C-90
INSIDE ELEVATIONS BLOCK) OR 24' CENTERS (2,000 P9 MIN. CONCRETE) OR
TIE aPrgrwL aA>7Ka 410WN ON Tx6 aRAXHa YEEIS TIE I/t'x!' TAPCON SCREWS ON 17-1/2 CFNTEAS (2.000
172 x3 LAG $CREWS ON 19 CENTERS.. 1 O.D. 0 LOAD RFAUeEIEMH OF TIE f1aN0A fAllpNa COaE PSI MIN .CONCRETE); WASHERS INCWOED WITHaH611peMiK11YLBIAIDFICCODEellTDab89TMEETTHESLEEVEANCHORS, 1. O.D. YIN. WASHERS REWWRED MIN. WASH EA REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
FRONT FRAME WITH V.V. uwcT RLS SNNr RFaARFAdT TOR WwalluWE pLBr6s
NOTE 1: REOpIs REs, gyP1EpI6 FBC WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING
DOORS UP TO 7'-0' HIGH CONSIST OF 4 SECTIONS (SHOWN).
COATING ON OUTSIDE SURFACE (BUT NOT REWIRED), TO PROVIDE A FLUSH SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
DOORS OVER 7'-0' HIGH CONSIST OF (5 )SECTIONS (NOT SHOWN). IRA NTING SURFACE. HORIZONTAL JAMBS 00 NOTTRANSFERLOAD.
O ^
OPTIONAL 10 SCREW
STOP MOULDING BY DOOR -INSTALLER (TO SUIT)
SSBACRYLIC LITE- 20 GA MIN. GALV. STEEL END STILE
1 /8' ACRYLIC ATE
1 4 - THIS FOR THE OR EXCEEDS THE DESIGN 2x6 YELLOW PINE JAMB
1 DENSITY POLYSTYRENE FOAM INSULATION
MOLDED INSIDE - ACCORDINGFOR"THE WIND SPEEDS LASTED BELOW
1-5/16' THICK WITH VINYL HNRCELL
LATE RETAINER .SECTION R-B ACCORDING TO THE FLORIDA BLOC. CODE 20 CA. GALV. STEEL INTERBvS/4' PAN HEAD SCREW OR IBC ((ASCE)) FOR 1HE FOLLOWING '
IIJS;- TVr'
BACKER (INSULATED MODELS ONLY) -1 2' THICK (10 SCREWS' PER LATE) CONgRONS: 1). ENCLOSED BUILDING, 2) DOOR
I HAS I' OF WIDTH IN BUITRACKLDING'S ENDZONE, BRACKETS FAST !mTO WOOSTEELD JNABJ
SNAP LATCH ENGAGES 3 IMPORTANCE FACTOR OF 1.0 4) AFC' - WTTIH ONE 5/I6'x1-5/8' LAG SCREW
0 VERTICAL F LOP AND 5 FACTOR, PER TRICK GBRACKET. 25 GA. MIN. GALV. STEEL SKIN ONESNAP' LATCTRACK. WIND SPEED MPH S 100 110 110 120 7
I6' I.D. ROUND PUSHNUi 18 GA. GALV. STEEL CENTER HINGE WTn/
A. BAKED -ON PRIMER, EACH .
SIDE OF DOOR. EXPOSURE LEVEL B or C B C B / ANDABAKED -ON POLYESTER INTER. STILE FASTENER .(ONE PER ROLLER) FAS EN QQ TO INTER. STILES W 4) TOPCOATAPPLIEDToBOTHMEANROOFHOCHT30' 30' 15 30 /14x5/8- SHEET METAL SCREWS. SIDESOFSTEELSKIN. - - 2' GAW. STEEL TRACK FASTENED TO 14 GA GALV. $TEFL ROLLER HIN 12CACN.V. 5IEE1. TOP 12 GA GALV. STEEL TRACK BRACVCEIS. FASTEN TO END STILES EACH W L ROLLERBRACKET. EACH OUTSIDEKEYED TPACN ATTACHED TO EACH BRACKET 14x5[E8_p' SHFvET METAL SCREWS) BRACKETATMCHmW/({) END
WITH TWO 1/4'x5/8' BOLTS h. NUTS 4) 1/4'x3/t SELF TAPPING SCREWS PER END HINGE. j14z5/
8' SHEET MEAL STILE END
OR
TWO 1/4' CA RNEIS SHIP
LAP JOINTS. SCREWS. . INSIDE
HANDLE INTER.'
STILE
2'
DIA SHORT STEM. 10 BALL STEEL ROLLER. 14
GA. GALV. STEEL OUISIOE KEYED IDCN .STILE
LAMB
GDNFKX (RATION FFAASTE7N
TO ENDSNAP LATCH LOCK OPTON LOCK
BAR PREPARATION
OF JIMRS BY OTHERS SECTION C-C STILES
W/(!). 114.5/8' - ENGAGES IN SHEET
METAL SCREWS OUTSIDE
TRACK
ON awcrMl oRAWRws ARE SxAED N eUIE S' TALL U-BAR 8: (!) 1/4'v3/4' SELF END SLIDE 8WT EACH SIDE NK WIN A RNSD SEAL (DRKI 20GAGALV. STEEL TAPPING SCREWS. STILE 'LOCK ENGAGES - HANDLE OF DOOR. - MIN:
YEILD STRENGTH: 50 KSI .INTO VERTICAL - - IOTE_2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS DESIGN ENGINEER: MARK WESTERFlELD. P.E. TRACK. ONE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF FLORIDA P.E. /t8l95, NC P.E. /2J832, TEXAS P.E. /91513 3' 3' TALL v 20 GA GALV. STEEL U-BARS LOCK
ON _ RECORD FOR THE BALDING OR STRUCTURE AND IN ACCORDANCE LIEACHSIDEIn' KEYED I WITH CURRENT BUILDING CODES FOR THE LOOS USTED ON DESIGN LOADS: +24.0 PSF & —24.5 PSF IN
A BOTTOMS PATTERN (ICE. TWO U-BARS ONBOTTOMSECTION. ONE U-BAR ON NEXT of
DOOR r":KI eARI°eKINr- .nHls DRAM NG. - TEST LOADS: +36.0 PSF & -37.0 PSF 1
WITH I/ ETC.). EACH U-BAR ATTACHED INSIDE SUDE BOLT - PER
I t'vL CA SELF TAPPING SCREWS CLOPAY BUILDING PRODUCTS COMPANY. SCALE- VINOLOAD RATING MAX, DOOR SIZEi PER'
STIIE LOCATION. LOCK OPTION MASON,
DUKE BLVD. - NOTED, ` 513)
770-4So0D _ W4 t6'o'w X s'o"H DATEL'
TIONA -A (cl WEWt (513) 770-1800 1/3/97 DESCRIPTION- Clop6y
Qorpomtion All Right Reserved. DRAWN BY- M N' 73 75 84A 94 16-W +24 -24.5 PSF DES. 3GAGALV. STEEL BOTTOM BRACKET. - - Building Products ^G GG ATTACHED
WITH (2) /f 4x5/8' SHEET METAL. SCREWS. _ 9 The rr g t6 depicted here'n are the Bole property RAVING NLMBEIL REV, of
the CI pay Corporoban and a not be reproduced CHECKED BY, ooopIN
p
o Company any fo - Itnoat it. witt.n P«yTnL;on. MWW B 101711 06 I
t1„lc w1