HomeMy WebLinkAboutSUBMITTED PAPERSDATE: i o�i. RECEIPT:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue �,C
Fort Pierce, FL 34982
(772) 462-1553 y`t I��NN&D
APPLICATION FOR REPLACEMENT OF L CO
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS �Q/2ri;
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS:
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:'
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6.
�-
Name: `��—C,CI
Address: �'-\
City: F+9 State: FL --
Zip: 2MR, Phone: `? 3t '• 35�cA
Email:
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: '�C:-�C:
Phone Number: LA `tom
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
1 EL —
[I Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ Q —), 5S , C�-^� FEES DUE: , 0- O Q
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction and zoning.
PRINT OWNER OR CONTRACTOR/QUUA�ALIIFIER NAME IG , OF ZZNER dT1 CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF%T.C—
ACKNOWLEDGED BEFORE ME THIS �D7 DAY OF 120 1 , BY
WHO IS PERSONALLY K�WN MEOR WHO HAS PRODUCED AS H)E,�T' FICATION.
; TIFFANY A. LEE
MY COt,4MISSION # DD 985525
SIGNAT F NOT4RY TYPE OR PRINT NAMt OF NOTARY s� At XPIRES: April 26, 2014
TITLE: NOTARY PUBLIC COMMISSION NUMBER
11 OF F`Ov Bonded Thru Budget Notary Services
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Property Appraiser - St.Lucie Coun T
Page 1 of 1
PROPERTY RECORD CARD
David L Mehan Record: 1 of 1 <<Prev Next s> Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address:
5204 SILVER OAK DR
ParcellD:
3402-606-0140-000-6
�� VUCIE CpG2
Sec/Town/Range:
Map ID:
02 :36S :40E
34/02S
Account #: 36946
.77
Zoning:
RS-3
Use Type: SF Res
City/Cnty: Saint Lucie County
Ownership and tailing
Legal Description
Owner:
David L Mehan Karen A Mehan
INDIAN RIVER ESTATES -UNIT 05-BLK 25 LOTS 14 AND 15 (MAP
Address:
5204 Silver Oak Dr
34/02S)(OR 3413-758)
Fort Pierce FL 34982-7462
Sales Information
Assessment 2013 Total Land and Building
Date
Price Code Deed
Book/Page
2013 Final: 102300 Land Value:
22400 Acres: 0.91
7/5/2012
95700 0112 SP
3413 / 0758
Assessed: 102300 Building Value:
79900
4/26/2012
100 0112 SP
3413 / 0757
Ag.Credit: 0 Finished Area:
2061 SgFt
3/20/2012
100 0112 CT
3373 / 0398
Exempt: 50000
5/3/2007
100 01 QC
2829 / 1834
Taxable: 52300
4/17/2002
128000 01 SP
1519 / 1367
Taxes: 1240.64
12/12/2001
0 01 CT
1471 / 1693
4/14/1989
24000 05 WD
0633 / 1513
Exterior Features
View:
-
RoofCover:
FS - Fibrglss Shg
ExtType:
HC+ - HC+
YearBlt:
1990
Grade:
C+ - C+
EffYrBit:
1990
StoryHght:
0010 - 1 Story
No.Units:
1
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
.FuliBath:
2
HeatType:
FHA - FrcdHotAir
1/213ath:
0
HeatFuei:
ELEC - Electric
%A/C:
100
%Heated:
100
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBlt. No. Use Type
DWC - Driv-Concret
Y 1 1400
AV AV
1990 1 0100-SF Res
RoofStruct: GA - Gable
Frame: -
PrimeWall: BS - CB Stucco
SecWall: FS - Frm Stucco
PrmintWali:
DW - Drywall
AvgHt/FI:
Prm.Fiors:
CT - Tile -Ceramic
%Sprinkled:
0
Type
Measure Depth
BI -Front Ft
132 300
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/pasle/pre.asp?prclid=340260601400006 1/27/2014
O1
MODELS
SHORT
LONG
MODELS
FLUSH
CLOPAY
iALLERY
GD2SP, GR2SP
GD2LP, GR2LP
CLDPAY CLASSIC
4302
ROE_M
RTISTRY
AR2SP
AR2LP
HOLMES CLASSIC
6202
.Mtn l
ED2SP
ED2LP
IDEAL CLASSIC
SFC6B
FILE Copy
L 1
SHEET, REVISIONS
1 OF 3 M. NO.1 ZONE: I DATE: I ECN NO. I APPVD: I DESCRD'T40N
Ot I — 1/10/13 1 — I SH I REVISED SECTION VIEWS ON SHEET 3.
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT (1) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
RESISTANT GLAZING. SEE SECTION B—B FOR DETAILS. LONG HINGE LOCATION. BACKER PLATES ATTACHED WITH
GLAZING SHOWN; SHORT GLAZING ALSO APPROVED. DOUBLE —SIDED ACRYLIC ADHESIVE TO BACK OF DOOR.
r— A _(2) 12 GA. GALV STEEL TOP ROLLER
.^�_
t
...—rat✓_
i
i �i.�
DOOR HEIGHT
N OF
SECTIONS
UP TO B'0'
4
8'3' TO ID'D'
5
10'3' TO 12'0'
6
12'3' TO 14'0'
7
14'3' TO 16.0'
8
MAX SECTION HEIGHT, 24'
A
DESIGN ENGINEERI
MARK WESTERFIELD. P.E.
FLORIDA P.E. 448495. NC P.E. 1
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
BUILDING, 2) DOOR WAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 108. SITE —SPECIFIC CALCULATIONS BY A OILVIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE VINO
175
185
190
200
200
SPEED (MPH)
EXPOSURE
CATEGORY
B, C, D
B, C, D
D, C
8, C
8
MEAN ROOF HEIGHT
25'
15'
25'
151.
30,
BRACKETS UNDER TOP T—STRUT. SEE
SECTION A —A ON SHEET TWO FOR DETAILS.
16 GA. MIN. GALV.
STEEL END STILES.
EW "B"
Ed C.
-TWO POINT LOCKING INTO TRACK.
-3" 20 GAGE 80 KSI MIN. U—BARS.
ONE AT THE TOP OF EVERY OTHER
SECTION, STARTING AT THE BOTTOM.
NOTE: U—BARS NOT REQUIRED FOR
7' TALL DOORS.
-BRACKET USED FOR BOTTOM
DOUBLE END STILE.
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRAME GE LEXAN MR10, AN APPROVED CC1 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE— AND SMALL —MISSILE IMPACT RESISTANT.
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION
INSULATED DOOR SECTION.
DECORATIVE FACADE.
#8-18 X 1/2"
TEK SCREW (12
1.75' ON SHORT UTE,
16 ON LONG
LITE).
#B-18 X 1/2" TEN SCREW RETAINER.
(B ON SHORT LITE, ALUMINUM FRAME
12 ON LONG LITE).
1/4" THICK POLYCARBONATE
GLAZING.
SNAP LATCH ENGAGES
Nub
1U.
ONTO VERTICAL TRACK. END
ONE SNAP LATCH ON ALE'
SUDE BOLT LOCK EACH SIDE OF DOOR.
END ENGAGES INTO
STILE. VERTICAL TRACK. OUTSIDE
ONE LOCK ON HANDLE. LOCK I3AR
EACH SIDE OF OUTSIDE END ENGAGES IN
DOOR. KEYED STILE. TRACK ON
HANDLE. EACH SIDE
INSIDE SLIDE BOLT INSIDE HANDLE OF DOOR.
LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION, LOCK BAR LOCKING, MANUFACTURING PRO➢UCT CODE
DSIE-1F471
'DESIGN
"LOADS: ;+46:0 P.S.F. & —52.0 P.
ST' LOADS: +69:0 P S.F. k -78:0 P.S.F.
PART NO.: N/A
Unlm Stated Othsrsiss
TOLERANCES..
.0 - t.031
/f'O �� 8585 Duke Boulevard
_ Masoni. 5134—T1)-01 USA
9d& Pmdt,c� Fox No. 513-770—aM
VINDLOAD RATING
W 8 D P 4 6 T
A
DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.00 - 1.015
000 — 1.005
0000 — 1.001
DRAWN BY: SH
DATE: 1/10/13
SCALE: NIS
DWG.
Degrees — 11/2'
CHECKED BY: SH
DATE: 1/10113
SHEET 1 OF 3
SIZE
Uslan stated Otl,emss
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104786
{TER: IBC
FLOG RADA PFZODUCT APPF�OO VAL 16107I
MODELS SHORT LONG MODELS FLUSH SHEET. REVISIONS
CLOPAY GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302 2 O F 3 1 REV, NO.1 ZONE: I DATE: ECN NO. APPVD: DESCRIPTION
GALLERY
01 — — — SH SEE REVISION HISTORY ON SHEET ONE
ARTISTRY AR2SP AR2LP HOLMES CLASSIC 6202
IDEAL ED2SP ED2LP IDEAL CLASSIC SFC68
EXPRESSIONS
SILICONE FILLED �S
D
FRONT AND BACKCSKIN OFNELSDOOR
HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES ; (2) 12 GA. GALV. STEEL TOP ROLLER
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.95' THICK, 1# DENSITY BRACKETS. EACH BRACKET ATTACHED W/(2)
THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM 1/4"0/4' SELF TAPPING SCREWS. NOTE THAT
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. INSULATION LAMINATED TO BOTH (2) OF THE 1/4'z3/4' SELF TAPPING
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB & -416 LB. PER LINEAR SCREWS ATTACHING THE T-STRUT ALSO
FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A ATTACH ONE EDGE OF THE TOP ROLLER
FASTENER FLUSH MOUNTING SURFACE BRACKET.
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS M USED IN THE CALCULATION OF ALLOWABLE 27 GA. 0.016" MIN. INTERIOR STEEL SKIN
LOADS FOR ANCHORS AND FASTENERS FOR STEEL..CONCRETE AND MASONRY. (DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON
MAY. n-c POLYESTER PAINTED TOP COAT APPLIED TO
71
71
2x6 VERTICAL JAMB
I'I
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NnT Tn RF ticm mR AT ArHUFNE nr raArx ANGl F Tn 9.9 VFIR 1 .lAunc nR CI IP-mr cmurn,RF1
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN •
FASTENERS
STEEL
WASHERS
REQUIRED?
BLOCK WALL'
1 O.D.
3000 PSI MIN. CONCRETE
1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR
5-3/4-
1 O.D.
2000 PSI MIN, CONCRETE
3 B X 1-3/4' MIN. EMBED WEJ-IT ANKR TTTE SLEEVE ANCHOR
13-1/2'
INCLUDED
400D PSI MIN, CONCRETE
3/8' X 1-3/4' MIN. SLEEVE ANCHOR
24"
WOOD ERAME (SYP 0.55 SGI
1/2' It 3' LAG SCREW (ASTM A307, GRADE A) 1-5/8" EMBED INTO STRUCTURE
14-3/4"
VARn
• FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS.
DESIGN ENGINEERI
MARK WESTERFIELD. P.E.
TONGUE AND GROOVE JOINTS.
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
C
4"—
FASTENED TO END STILES WITH (4)
r
#145/8" SHEET METAL AND (2)
4-1/4"
- 1/4"x3/4" SELF TAPPING SCREWS. SEE
"B•.
L
VIEW
VIEW "D„
4" TALL TAPER STRUT.
3" 20 GAGE 80 KSI MIN. U—BAR. ONE AT
0.062" MIN. GALV. STEEL,
THE TOP OF EVERY OTHER SECTION,
80 KSI. MIN.
ATTACHED AT EACH HINGE LOCATION WITH (2)
1/4'x3/4" SELF TAPPING SCREWS. NOTE:
U—BARS NOT REQUIRED FOR 7' TALL DOORS.
GA (ON MIN.) EXTERIOR
STEEL
STEEL SKIN (DRAWING
(D
ONE 4" T—STRUT PER SECTION. (SEE
.GALQUALITY)
WITH G-40 MIN. GALV.
VIEW "D7 EACH T—STRUT ATTACHED AT
BAKED —ON POLYESTER PAINTED
EACH HINGE LOCATION WITH (2)
TOP COAT APPLIED TO BOTH
1/4"x3/4" SELF TAPPING SCREWS.
B
SIDES OF STEEL SKIN.
#14x5/8" SHEET METAL SCREWS
0
0
O O 1/4"0/4" SELF O
TAPPING SCREWS.
14 GA. END HINGES 1B GA. (MIN.) INTERMEDIATE HINGE
VILLA "B" VIEW "C"
23B32 TEXAS P.E. 091513
4 13
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A —A (SIDE VIEW)
DSIE-1F471
DESIGN LOADS: +46.0 P.S.F. & —52.0 P.S.F.
TEST LOADS: +69.0 P.S.F. & —78.0 P.S.F.
PART NO.: N/A
Unlssx Stated Othenir•
TOLERANCES oreSA
.0 - t.031
_Can a 85a5MasoDOH 4BouoCY0iard
y Tel. W. 513-770-4800
BMe Produch For No. 513-77D-480
WIN➢LOAD RATING
W 8 D P 4 6 T
A
DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.00 a f.015
.000 a f.005
.0000 - +.001
DRAWN BY: SH
DATE: 1/10/13
SCALE: NTS
DWG.R
Dogma - t1/Y
CHECKED BY: SH
DATE: 1/10/13
SHEET 2 OF 3
SIZE 1J
Unless Stated Oth.W.
DIMENSIONS ARE 0T INCHES.
DWG. NO.: 104786
VER: IBC
FLOG RIDA PFIOO DUCT APPMSERUML 1TIMEN
4
MODELS SHORT
CLOPAY GD2SP, GR2SP
GALLERY
RT S RY AR2SP
ED2SP
EXPRESSIONS
2' TRACK CONFIGURATION
DOORS UP TO 800 LBS,
D
15
FLUSH
4302
6202
SFC6B
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
DOOR
HEIGHT 'L'
13 GA STEEL FUG BRACKET ATTACHED TO 6 _6
JAMB WITH (3) WITH X 1/4- RUG SCREWS 1' DOOR OVERLAP EACH SIDE
AND TO TRACK WITH (2) 1/4' RIVETS. _ 3' MIN. )
- 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
AS ROD: SPACING NTE 14' O.C. 8 - JAMB PREPARATION NOTE'. 16 CA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) j8 X 1/2' WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1/8' X 3/8'.
g 63' 2' GALV. STEEL TRACK, 0 -0 .
TRACK THICKNESS: 0.083". 2-1/2' X 12 GA GALV. STEEL
s TRACK BRACKETS FASTENED TO
50' -i3in WOOD JAMBS WITH 5/8' X 18 G1. GALV. STEEL CENTER HINGE
7/16' LD. ROUND II
-0 1-5/8' LAG SCREWS NOT TO714
PUSH NUT FASTENED TO SECTION W/(4) EACH
= 38' - EXCEED 14' ON-CENTER.FASTENER. /14x5/8' SHEET METAL SCREWS.
C TYP. 2-1/2' X 12 GA GALV. _
i STEEL TRACK BRACKETS, GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH S14x5/8' l�
ATTACHED TO JAMB WITH (1) - SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE
0 24' 5/16' X 1-5/8' LAG SCREW PER - 2' GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. 5 - 12 GA GALV STEEL TRACK BRACKETS
5 - WITH EITHER (2) 1/4' DIA RIVETS OR 2' DA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE
10' - (1) 1/4' X 5/8' BOLT & NUT PER
3-1/2' TRACK BRACKET. SECTION C-C
LHR BRACKET (2-1/2' x 5-3/4' x 12GA)
PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4' SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH 'DOUBLE END STILE' AS SHOWN IN
3' TRACK CONFIGURATION NOTE,TRACK CONFIGURATION ABOVE THE DZONE B-3 SHEET 1.
DOOROR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LEIS AND OVER. WIND LOAD RATING of THIS Doan.
CENTER HANG REQUIRED FOR DOORS 800 RC AND OVER. � LOW HEADROOM OPTION
DOORS OVER 8' HIGH. (AVAIL FOR BOTH 2' AND 3' TRACK)
UBLE HORIZONTAL
1' DOOR OVERLAP (EACH SIDE) TRACK'
Br732x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). p TI 'GALV. TAPERED STEEL TRACK AND ANGLE. TRACK JAMB PREPARATION NOTE'. 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) /8 X 1/2' WAFER B
I THICKNESS: 0.101'. ANGLE THICKNESS: O.OBO'. HORIZONTAL TRACK " SCREW. END SOLE DIM.: 5-3/4 X 2-1/0' X 3/8'.
MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR
VERTICAL/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT).
JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING
3-1/4' x 2-7/8' MIN. x O.OBO' TAPERED
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK 18 GA. GALV. STEEL CENTER HINGE
0 CONFIGURATION BELOW. 7/16' I.D. ROUND
= 714
PUSH NUT FASTENED TOSECTION W/(4) EACH
, /14x5/8' SHEET METAL SCREWS.
oADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12' CENTERS.oD.101' THICK 3' GALV. STEEL TRACK FASTENED A. GALV. STEEL ROLLER HINGES FASTENED TO END
R TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH /14x5/8' SHEET METAL SCREWS
12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE
46' NUT AT EACH MOUNTING SLOT. i
s 3' DIA. B-1/2' LONG STEM BALL BEARING STEEL ROLLER.
34' ar,"`roylrr e!�-i: SECTION C-C NUFACTURING PRODUCT CODE
NE Yi TRACK BOLT AND NUT AT EACH ",'rr`?;!•.,'a`rra:o, PREPARATION OF JAMBS BY OTHFRs. DSIE-1F471
b MOUNTING SLOT LOCAnoN. DESIGN LOADS: +46.0 P.S.F. & —52.0 P.S.F.
TEST LOADS: +69.0 P.S.F. & —7B.0 P.S.F. PART NO.: N/A A
A DOOR VERTICAL UnIsam stated otnen.e ay 8585 Duke BoulevardNG 22 HEIGHT TRACK LENGTH 72 TOLERANCES are Mason
L W. 5134776D-4 W \ NDLD P 4 6 T
.D t.031 Bd6 ProAxls Fox No. 513-770-1853 W
6 ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME .00 f.015
10' _ DESCRIPTION: 2" GALLERY EPS DOORS 16'2'W (SEE TABLE)
12-0 132 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10', 22', 34', 000 t.005
3-1 2' 14-0 156 46', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16% 28', & .0000 f.001 DRAWN BY: SH DATE: 1/10/13 SCALE: NTS DWG.D
DESIGN ENGINEERI 16—o mo 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees - f1/2• CHECKED BY: SH DATE: 1/10/13 SHEET 3 OF 3 SIZE
MARK WESTERFIELD. P.E. ' ' ' ' ' ' ' ' ' ' ' / VERTICAL/HORIZONTAL TRACK JUNCTION. UnlSlotad Olhenise
FLORIDA P.E. 48495 NC P. 23832 TEWS P.E. 91513 DI. Ness SXINS ARE w INCHES. DWG. NO.: 104786 VER: IBC
4 3 2 FLOo AMA P Oo DD MCAT LapPROU WALL Ii RS 077
LONG MODELS
GD2LP, GR2LP CLOPAY CLASSIC
AR2LP HOLMES CLASSIC
ED2LP IDEAL CLASSIC
NOTL TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
DOOR COUNTERBALANCE SYSTEM
SHEET,
3 OF 3
2 I 1
REVISIONS
T. NO.1 ZONE: I DATE: I ECN NO. APPVD: I DESCRIPTION
01 1 — I — I — I SH I SEE REVISION HISTORY ON SHEET ONE.
I LI
Florida Building Code Online - Page 1 of 4
FL #
FL16107-R2
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterrield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
k Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Scott Hamilton
Evaluation Report
Florida License
PE-63286
Quality Assurance Entity
Intertek Testing Services NA Inc. - EiL/Wamock Hersey
Quality Assurance Contract Expiration Date
12/31/2028
Validated By
Gary Pfuehler
9 Validation Checklist - Hardcopy Received
Certificate of Independence Fl_z_Fi107 R2 f-OI Cert < aipn of SndenP.ndenre of Validation F.ntia•-
Gary Pruehler.pdr
FL16107 R2 COI Statement
on independence of Evaluation Entity-
,ScottHamilton 120424.pdf
Referenced Standard and Year (of Standard) Standard
Y—
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 09... 1 /27/2014
Florida Building Code Online Page 2 of 4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
04/25/2013
04/26/2013
05/01/2013
06/11/2013
06/26/2013
- ....... ..... --------...._.�-----__.--
Summary of Products
Go to Page L� yr � Page 2 / 2 � Y►
FL #
Model, Number or Name
Description
i6li07 21( ?vi9 1 ,
-
2W8g16tDSIE=1F471 GD2SPj GR2SP,
-P,! 7
GDzLP,.GR2LP " -9- 'AR2CP, ED25P,
IED2LP, 4302 6202, SFC6E(-
Double -skin Insulated EPS (exterior ski n 27 ga. min.; interior skin 27 ga.
min.) Double -Car (9'2" to 16'2" wide) WINDCODEp WB Garage Door
with Optional Impact -Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R2 TI 104786-IBC-RevOl.odf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
i Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with
E1.151i77 �t7�A_._CL3i> I..304?. A.ndf
optional Impact -resistant glazing are Impact -resistant (large missile
Created by Independent Third Party: No
impact).
16107.22
22 W6-09 DSIE-11`171: 4300, 4301, 4310,
Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga.
HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68,
ISP200,SF200,SE200,6200,6201,6203
min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door with
Optional Impact -Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
2L-83=,0-dI;if
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
j Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with
F1.15107 R2 AE C63K 130214-A.ndf
optional Impact -resistant glazing are impact -resistant (large missile
Created by Independent Third Party: No
' impact).
16107.23
23 W6-09 DSIE-1F171: 4300, 4301, 4310,
Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga.
HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68,
ISP200,SF200,SE200,6200,6201,6203
min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door with
I
Optional Impact -Resistant Lites
i Limits of Use
Installation Instructions
Approved for use in HVHZ: Na
FL G'(,Q7 R2 H 101=?=-B:Rzyi&.;.�f I
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Mark Westerfield FL PE 48495
Design Pressure: +38 PSF/-44 PSF
Created by Independent Third Party: No
Evaluation Reports
I Other: Doors with standard glazing meet the wind load requirements of
FL,1, 07 P, A.FCQUC 1.292t4-A.odf
the building code but DO NOT meet the impact resistant requirement for
Created by Independent Third Party: No
windborne debris regions.
16107.24
W6-09 PAN-2F153: 84A, 94, 73, 75,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6 I
00, 190, 4RST, 4RSF, 4F, 6RST, 6RSF,
05S,
Garage Door i
42, 55, 48B, 42B, 55S, GD5S, GD5SV,
GRSSV, AR5S, AR5SV, ED5S, EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F11( ? R2-I 11) fA;;,;_(-R__7yD!if
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
.Impact Resistant: Yes
Created by Independent Third Party: No
333 Design Pressure: +38 PSF/-44 PSF
Evaluation Reports j
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with
optional Impact -resistant glazing are Impact -resistant (large missile
U i 0. ,7 R2_A_ FEZ)?C: tlQ714y;1 y ¢f
Created by Independent Third Party: No
Impact).
16107.25
W6-09 PAN-2F153: 84A, 94, 73, 75,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6
00, 190, 4RST, 4RSF, 4F, 6RST, 6RSF,
05S,
Garage Door
42, 55, 48B, 42B, 55S, GD5S, GD5SV,
GRSSV, AR5S, AR5SV, ED5S, EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
e;,{,y,(t7.QL3?_ it,_7,.nt.,1.Afi;;,6 _R G}�1„7,,hr,1r
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load requirements of
F1.16I.Q7 R2^ _. CBPfC_7 32_4-A.nrif
the building code but DO NOT meet the impact resistant requirement for
windborne debris regions.
Created by Independent Third Party: No
16107.26
26 W6-09 PAN-21`156: 76, 76V, 2RST
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6
Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
f1"LQtl i(, 7 ii2 IL..7.01.3�,�8_A_Rep17,2�tf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
' Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with
FL16107 R2 AE CBPC 130214-A.odf
optional Impact -resistant glazing are impact -resistant (large missile
Created by Independent Third Party: No
j impact).
16107.27
27 W6-09 PAN-21`156: 76, 76V, 2RST
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6
Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
PL16107 R2 N 101348-B-RevI,.ndf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load requirements of
F1. °107 'R2 AF CBPC I" 02 4-A odf '
the building code but DO NOT meet the impact resistant requirement for
Created by Independent Third Party: No
windborne debris regions.
http ://www. floridabuilding- org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh l 09... 1 /27/2014
NI
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
7160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2
7160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5
71.60 EXPOSURE C 9' x 7' Door"= + 32.4 - 36.6 (1 storyand max 15'
160-EXPO'Sl)RE=C�'F6'=X7-'Doa�03'4 5 mean roof height)
7160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30'
❑160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height)
7160 EXPOSURE D 9' x 7' Door = + 39.3 . -44.4 (1 story and max 15'
❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ( 2 story and max 30'
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 mean roof height)
7150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8
❑150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3
❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 (1 story and max 15'
❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 mean roof height
❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ( 2 story and max 30'
❑150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 mean roof height)
7150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 (1 story and max 15'
7150 EXPOSURE D 16' x, 7' Door = + 32.1 - 35.8 mean roof height)
❑150 EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 (2 story and max 30'
❑150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
I