HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 11/27/2018 Permit Number:
RECEIVED
Building Permit Application NOV 2 7 2018
Planning and Development Services
Building and Code Regulation Division ST. Lucie County, Permitting
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Window/door
'PR`OPOSED IMPROVEMENT LOCATION:
Address: 6905 Ocala Avenue, Ft. Pierce, Florida 34951
Legal Description: Lakewood Park-Unit 10 Block 130 Lot 16 (Map 13/01S) (OR 3623-682:4801-1538)
Property Tax ID#: 1301-612-0278-000-5 Lot No. 16
Site Plan Name: Block No. 130
Project Name: 41G, LLC
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF 1NO.RK:
Remove & Replace 16 x 7 Garage Door And Garage Door Opener
CONSTRUCTION `INFORMATION:
Additional work to be nertormed under this permit-check all appy:
HVAC Gas Tank ❑Gas Piping _Shutters Windows/Doors
Electric ❑ Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: S Ft. of First Floor:
Cost of Construction:$ 1,840.00 Utilities:Sewer Septic Building Height:
OWN ER/LESSEE: CONTRACTOR:
Name Audree Lezniewicz Name: Simeon Spagnuolo
Address:6905 Ocala Avenue Company: ABCO garage Door Company, Inc.
City: Fort Pierce State:FL Address: 670 8th Court
Zip Code: 34951 Fax: City: Vero Beach State.FL
Phone No.772-713-9232 Zip Code: 32962 Fax: 772-567-0894
E-Mail: Phone No. 772-567-9098
Fill in fee simple Title Holder on next page(if different E-Mail: abcodoorvb@outlook.com
from the Owner listed above) State or County License: 27233
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION,:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
_Signature of Owner/Lessee/Agent Signature of Contractor/License-Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF Indian River COUNTY OF Indian River
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 27 day of November 20 18 by this 27 day of November 20 1$_by
Simeon Spagnuol6- Simeon Spagnuolo
(Name of person acknowledging) (Name of person acknowledging)
(Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida)
Personally Known x OR Produced Identification Personally Known x OR Produced Identification
Type of Identification Produced Type of Identification Produced
Commission No. GG026524 (Seal) Commission No. GG 026524 (Seal)
Commission#GG 026524 ,ol'w Yey AMANDA RUAN
Revised 07/15/2014 'o;?Expires September 5,2020
ae
4"Commission#GG 026524
Sanded Thru Troy fain Insuanra B00.385•T019 Expires September 5,202
:.„ nold Inru uoy rain nsurara 7019
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SINTAITGROTr-
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
Certified By
Florida Licensed Professional Engineer or Architect
FL16546 R10 Equiv 20170809-FBC-DASMA 108 eguiv.pdf
FL16546 RSO Eguiv 20170809-FBC-DASMA 115 eguiv.pdf
Sections from the Code
:72o18
Produ ppr� et •d 1 ption DC Date mi i %=�Fet
4/18 ,; 18Date Validated 04/19/018 L:NQV
Date Pending FBC A itting
g Approval 04/29/2018
Date Approved 06/12/2018
Summary of pct
GAO-Page �� 0 0 Page 1/30 0
FL# Model,N mber or Name Description
16546.1 01 WS)SV,
Y PAN-2FlS3/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500, , 190,84A, 94,42,42B, WINDCODEO W5 Garage Door
48,48B,5 4F,4RST,6RST,4RSF,
6RSF, GD5SV,GR5S,GR5SV,
AR5S, ED5S,EDSSV
Limits of Use Installation Instructions
Approved for use in Z: No FL16546 R10 II 101922-A-Revl5.pdf
Approved for us tside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
ant:Yes Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16546 R10 AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500,75,76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door
48,48B, 55,4F,4RST,6RST,4RSF,
6RSF,GD5S,GD5SV,GR5S,GRSSV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R10 II 101922-B-RevlS.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R10 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No .
meet the impact resistant requirement for windborne debris
regions.
16546.3 03 W8-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R10 II 104791-Rev05.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
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(no FL16546 R10 AE CBPC 131211-A.pdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.4 04 W6-16 PAN-2F153: 73, 1500, 75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190,84A,94,42,42B,48,48B, 55, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
4RST,6RST,4RSF,6RSF,GD5S, Lites
GD5SV,GR5S,GR5SV,AR5S,
AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 RSO II 104710-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R10 AE CBPC 131211-A.pdf
standard glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
FILE , COPY,
RECEIVED
iuhe'28,.2018 NOV 2 7 2018
C/o Fr'ankle Spagnuolo ST. Lucie County, Permitting
ABCO Garage Door,'Company, Inc.
670:8th Court -
Vero Beach,:Florida 329.62
Re,: Mouhtind�'.Clolpay''ectional-Garage boors to'1x6'3,aM' bsr
To Whom It May Concern.,
C16pay sectional g6rage-dooes'are tyoitally,mounted�to 2x6 Wood jambs by'lag, screws
ws
that connect!the ttac'kbraick6lis and flag, briac'kets to the jambs. To achieve the intended
strength,, the5/16.".dlameter.Iag-screw must be embedded-at.least 1-1/2" Into the 2X6
wood jamb, Clopay installation,draw[hgs,0rovIde`.-1fAste9,er.schedules for-attaching the
.wood ood jambs.to the supporting structural elements.of:the building.
For mounting on'thinner I-x6 jambs, the,track maybe placed:on top of the 1x6 jamb
t ' '
and attached to the 'Underlyi'ng.ttructu.r�il, ,elemi�nts' (,throq'g' h he Jamb) using thesame
lag screw schedule as`described on the approved In'sitalla tI '.drawing for the
'on
attachment of thejambs.tothe s supporting structur'e of'th,e.buildinig.. The'5/16" lag
screws must be at least 34/'i'�- g Ion' . The he lag,screwscmUst-be embedded in wood free of
knots and splits and must'be at least 0.47" from-any edge-of the supportln,9 structure.
Bracket.Mount Track may be used with this configuration]f and,only if the maximum
bracket spaci,ng.'does not exceed the maximum on-center-�ppqlng,for'the lag_screws
schedule-f6r,the attachment of the jambs to the supporting structure. If the bracket
spacing exceeds, that.Ii' Continuous'Angle Mount Track may be Used.
m4
00111 fir, , 1
,0:: - H
0
Sincerely, 011, *H A,4 .".
E N
• No Z33
Scott Hamilton, P.E.
�3% STATE OF i4U
0,0 0 , '441 ir Florida P.E'..#63286
11 4 R V' Senior Project Engineer
% Clopay Building Products Company
PAGE 1 OF 1
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS DOOR HEIGHT 0 OF8 OF U-BARS SHEET, REVISIONS
SECTIONS 1 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD.- DESCRIPTION
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS UP TO 7'0' 4 8
CLOPAY 84A,94 -- 73,75 1500,190 76 76V 7'3' TD 8'9' 5 10 15 - 9/2016 - SH UPDATED U-DAR DESCRIPTION.
IDEAL 4RST,4Fr 4RSF 6RST 6RSF 2RST -- 9'0' TO.10'6' 6 12
HOLMES 1 48.488 - 142.42BI 55.55S -- -- IO'9' TO 1283' 7 14
SHORT PANEL LONG PANEL 12'6' TO 14'0' 8 16
D r-MODEL 4F IS FLUSH 1403' TO 15'9' 9 18 D
16'0' 10 20
MAX SECTION HEIGHT, 21' "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
'CLASSIC'RAISED PANEL EMBOSS DOORS
A LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS.
SHORT PANEL LONG PANEL OPTIONAL GLAZING MAY BE
tl OF INTERK OF INTERN. a OF STD w OF COMM. tl OF INTERN. IMPACT-RESISTANT OR STANDARD DSB OR
DOOR VI07H DDDR WIDTH
STILES HINGES IN STILES INTERN.STILES HINGES BETTER). SEE SECTION B-B ON SHEET TWO
9'2'70 9'10' l 1 1 9.2• TO 11.2' - 1 1 0 1 1 FOR DETAILS. GLAZING MAY BE IN TOP OR
10.0'TO 11.10' 2 2 11.4•TO 14.10' 2 1 2 - INTERMEDIATE SECTION (SHOWN IN
12'0' TE t3'IO' 3 2 15.0'TO 16'2' 3 2 3 c
I INTERMEDIATE SECTION).
14.0'TO 15.10' 4 4 SEE NOTE 3N BELOW REGARDING E%T.l SHORT GLAZING ONLY.
1680' TO 16'2' S 3 STILES ON LONG PANEL ➢ - //111 o / / / / / / I /
- B VIEW "B".
'CARRIAGE HOUSE' 'CARRIAGE HOUSE'RAISED AN
RAISED PANEL EMBOSS DOORS SHORT EMBOSS DOORSM Mcs7 C
MODELS 25 GA 25 GA INS DOOR WIDTH p OF INTERN.It .,7�TTE VIEW "O"
CLOPAY STILES HI
C GALLERY' GDSS,GRSS GDSSV,GRSSV 9'2' TO 10'0' 1 Pr1=�1 20 GA END STILES ATTACHED TO C
HOLMES tD'2•TO 11.4' N/A N/A o DOOR SKIN WITH PATENTED
'ARTISTRY' ARSS ARSSV 11'6' TO 13'10' 3 2 ` TOG-L-LOC SYSTEM (TOP, BOTTOM &
IDEAL!CARRIAGE 14.0'TO 16'0• 5 N 3CENTER).ATTACHED TO TOP AND
HOUSE' E115S ED5SV .�• BOTTOM RAIL WITH PATENTED
SHORT PANEL TOG-L-LOC SYSTEM.
TWO POINT LOCKING
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE INTO TRACK.
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 A OPTIONAL OUTSIDE KEYED LOCK POSITION
BUILDING.2)DOOR HW AS 2'OF MOTH BUILDING'S END ZONE,3)
ANY ROOF SLOPE,AND 4)TESTING W ACCORDANCE WITH MAX. DOOR WIDTH = 16'-0"--
ANSI/DASMA 108.SDE-SPEC(FIC CALCULATIONS BY A QUALIFIED ® INSIDE ELEVATIONS SNAP LATCH ENGAGES
DESIGN PROFESSIONAL MAY DIFFER. r� LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK.
B ULTIMATE WIND 140 145 150 160 175
t VENT OPENINGS: 60 IN PER VEHICLE. ONE SNAP LATCH ON
SPEED<KPH) EACH SIDE OF DOOR. END B
EXPOSURE B,C,D B.C. B,C B.C B STILE.
CATEGORY
MEAN ROOF HEIGHT 25' 15' 25' is, 30' EXTRZ_�T'IL- FOR LONG—PANEL MODELS. SLIDE BOLT LOCK OUTSIDE
ADDITIONAL IS ZX'L` ERCUIL INTERN.STILES REQUIRED AS NOTED ON END ENGAGES INTO END
KEYED OUTSIDE
ppggEE VERTICAL TRACK. STILE.
THESE C MERCiAL CENTER STILES ARE ATTACMEO MIOP01t4i BETWEEN THE STILE. HANDLE. HANDLE. LOCK BAR
ONE LOCK ON
EXISTING ENTER STILES COMMERCIAL CENTER STILES ARE ENGAGES IN
ATTACHE 'i -• LOC(TOP&BOTTOM)OR (4)3/16•POP RIVETS EACH SIDE OF INSIDE HANDLE TRACK ON
OR 4) 18 SHEET METAL SCREWS. DOOR. OUTSIDE KEYED LOCK WITH EACH SIDE
O�j HAiyj�T�� SNAP LATCH LOCK OPTION, OF DOOR.
�` rj.GEN.' O � C INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH
J O:Vx `SE•'•y i1 LOCK OPTION.
�t„ d 14x5/8"SHEET LOCK BAR LOCKING.
jrUC' S METAL SCREWS MANUFACTURING PRODUCT CODE
E*T• *r � � MIN. 25 GA, DOORS. MPC PAN-2F153/6 SHORT PANEL: PAN-2F153
Q. N DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL• PAN-2F156
A i�L• c3F/!4 ;0= w N 0- 0 TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A
1/4"x3/a" SELF A
O•• •(V T Umess Stated Otherwise 8585 Duke Boulemd VINOLOAD RATING
TAPPING SCREWS Moron,OH 45040 LISA
R 1pP: �Q H c o0 p TOLERANCES— _Clopay TIL No.513-770-4800 W 5 D P 3 2
•,, ......... �G',♦ Lu cq 7 .0- 3.031 @11fin Wodtcls Compary fes No.513-770-4851
hONpt.t'llIE��o U V .00 - t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF-
14 GA. END HINGES 18 CA. INTERMEDIATE HINGE .000 - 1.005 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS
W O d 0000 1.001 DWG.p
DESIGN ENGINEER: v
VIFW ' " W " " De reea - 11/2 J,
Z 9 CHECKED BY: -- DATE: -- SHEET 1 OF a SIZE
SCOTT HAMILTON, P.E. 7 unless Stated Olner..tse
tfJORIDA LICENSE No. 63286 --I DIMENSIONS ARE IN utnrEs.DWG. NO.: 101922 VER: IBC
4 L__L_jl
3 2 1
4 3 2 1
'CLASS[C'RAISED PANEL EMBOSS ODORS 'CARRIAGE HOUSE' SHEET REVISIONS
RAISED PANEL EMBOSS DOORS Z OF 4
MODELS 24 GA 24 GA INS 25 Ga 25 GA [NS 25 Ga 25 GA INS MODELS 25 Ga 25 Ga[Ns REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
CLOPAY I 84A,94 -- 1 73,75 1 1500,190 1 76 1 76V CLOPAy 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST,4Fi 4RSF 6RST 6RSF 2RST 'GALLERY' GDSS,GRSS GDSSV,GRSSV
HOLMES 1 48,486 I -- 142,42BI 55,55S I -- I HOLMES
SHORT PANEL LONG PANEL 'ARTISTRY' AR5S AR5SV
D ■-MODEL 4F IS FLUSH IDEALHOUSERIAGE ED5S ED5SV D
SHORT PANEL
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOUTE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE..ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDSORNE DEBRIS
CODE ARD MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION)
C DETAIL'D'
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
al IMPACT-RESISTANT FRAME.
Its
OPTIONAL DECORATIVE tETAJNER
TIPURPOSE HIGH BOND TAPE
SNAP-W INSERT. WEEN FRAME AND FACADE).
LORATIVE FRONT FACADE. elAGLAZINGMOLDED INSIDE
STRUCTURAL SILICONE SEaULNf LITE RETAINER.(BETWEEN STEEL SKIN AND FRAME). (10 SC' PAN HEAD SCREW
(10 SCREY75 PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION FASTENED TO FRAME WITH
B MOLDED,GE TEXAN (10) Be a 3/4'PAN.HEAD MACHINE SCREWS. p
SLX2432T FRONT. B
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101922-A DRAWING 101922-B
,,,,��T
i
N 632 o le
6 MANUFAC7URING PRODUCT CODE
*;• SHORT PANEL: PAN-21`153
MIN
. 25 GA. DOORS. MPC PAN-2F153/6 PAN
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: —21`156
-D•, yli7`�({ TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A
Unless Stated Otherwise Clopay 8585
TOLERANCES are Duke Baulmrd VIN➢LOAD RATING A
y�o•,o p :��� Mown,
ON 4504G USA
R No.513-770-4800 1,✓5 D P 3 2
�iG�S�,O R 1 •'����� 0 = 3.031 006dg Products C4mpwq Fo.Na 513-770-485} _
.00 = 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PST
TTI/.W 1144` .000 1.005
DESIGN ENGINEER+ Degrees a t w� DRAWN BY. MWW DATE: 1/26/96 SCALE: Nis DWG.R
CHECKED BY: -- DATE: -- SHEET 2 OF 4 ISIZE L
SCOTT HAMILTON, P.E. otiEnSIONSeAREE`IN INCHES. DWG. NO.: 101922 VER: IBC
FLORIDA LICENSE No. 63286
4 3 2 1
4 3 2 1
'CLASS!['RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET, REVISIONS
RAISED PANEL EMBOSS DOORS 3 OF 4
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS
REV. NO. ZONE: DATE: ECN NO_ APPVD: DESCRIPTION
CLOPAY 84A,94 1
-- 73,75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST,4F■ 4RSF- 6RST 6RSF 2RST 'GALLERY' GDSS,CRSS GDSSV,GRSSV
HOLMES 1 48,488 I -- 142,42B 1 55,555 I -- I -- HOLMES ARSS ARSSV
SHORT PANEL LONG PANEL ARTISTRY' 3"TALL U-BAR.
D IDEAL'CARRIAGEEDSS EDSSV f--2"THICK 20 GA. GALV. STEEL.
■ - MODEL 4F IS FLUSH HOUSE' BO KSEL STAMPED ONTO U SI. D
SHORT PANEL
IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO � I
ACCEPTABLE ALTERNATIVES: 25 GA. MIN. G-40 GALV.
1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A T
MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY.THE BAKED-ON PRIMER AND'A
BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP
SCREW HOLE MUST BE AT LEAST k° FROM BOTH'EDGES FOR A 5/16• LAG SCREW. COAT APPUED TO BOTH 12 GA. GALV. STEEL TOP ROLLER
2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS),A SIDES OF STEEL SKIN. BRACKET. EACH BRACKET ATTACHED
2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SMALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING
USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST W/(4) #14x5/8' SHEET METAL
BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS.
PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE.
1/2' FROM EDGE BOTTOM OF SECTION: U-BAR PLACED
SHIP LAP JOINTS. ABOVE OF LEAF HINGE AS SHOWN.
C1 14 GA. GALV. STEEL END HINGE C
FASTENED TO END STILES W/(4) EACH
#14x5/8" SHEET METAL SCREWS & (4)
1# DENSITY POLYSTYRENE FOAM 1/4' SELF TAPPING SCREWS.
INSULATION 1-5/16' THICK WITH
VINYL HAIRCELL BACKER TOP OF SECTION: U-BAR PLACED ON
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):- (INSULATED MODELS ONLY). TOP OF LEAF HINGE AS SHOWN.
3/8"x3' LAG SCREWS (1-1/2" EMBED) ON 24'CENTERS. 1-1/8' MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT
TRANSFER LOAD. •
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE O 3"TALL x 20 GA. GALV. STEEL U-BAR.
MN): ONE AT THE TOP OF EACH SECTION AND
3/8"x3" SLEEVE ANCHOR BOLTS (.1-1/2" EMBED) ON 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS ONE AT THE BOTTOM OF EACH SECTION.
INCLUDED WITH SLEEVE ANCHORS.
OREACH U-BAR ATTACHED WITH (2)
1/4'x3" TAPCON SCREWS (1-1/2" EMBED) ON 14' CENTERS (2,OOD PSI MIN. CONCRETE) OR 8"CENTERS (C-90 1/4"x3/4" SELF TAPPING SCREWS PER
B BLOCK). 1" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. STILE LOCATION. B
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A UCENSED DESIGN PROFESSIONAL MAY ALSO BE
EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. 13 GA. GALV. STEEL BOTTOM BRACKET.
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL BE THE RESPONSIBILITY OF THE ATTACHED WITH (2) #144/8" SHEET METAL SCREWS
PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT.BUILDING CODES ALUMINUM EXTRUSION
FOR THE LOADS LISTED ON THE DRAWING. &VINYL WEATHERSTRIP.
HAA114 SECTION A-A (SIDE VIEW)
*:• NO 63 8 MANUFACTURING PRODUCT CODE
� ."'• MIN. 25 GA. DOORS. MPC PAN-2F153/6 SHORT PANEL• PAN-2F153
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-2F156
nx TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A n
/4 '9•, STAT 0 0/+ Umess Stated Otnen ae 8585 Duke Boulevotd VINDLOAD RATING ~
R Mason,OH 45040 USA
'��OoF•• [p R 10p;�j�= TOLERANCES a e [;lop' TeL Na 513-770-4800
s .0- 7.031 BuMmq Products Company F..No.513-770-4853 YV 5 D P 3 2
��hsi�NA�1"I% .060= 7.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
00 DESIGN ENGINEER: De00 0- *.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.
SCOTT HAMILTON, P.E. Unless slated Oth..,o CHECKED BY: -- DATE: -- SHEET 3 OF a SIZE L
FLORIDA LICENSE No. 63286 DMENSIONS ARE M MCHES.DWG. NO.: 101922 VER: IBC
4 3 2 1
4 3 2 1
CARRIAGE HOUSSHEET- REVISIONS
'CLASSIC'RAISED PANEL EMBOSS DOORS ' E'
RAISED PANEL EMBOSS DOORS 4 OF 4
MODELS 24 CA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
CLOPAY B4A,94 -- 73, 75 1500,19D 76 76V CLOPAy 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST,4Fx 4RSF 6RST 6RSF 2RST 'GALLERY' GDSS,GRSS GD5SV,GR5SV
HOLMES 48,48D -- 42,42H 55,55S -- -- HOLMES ARSB ARSSV
SHORT PANEL LONG PANEL 'ARTISTRY'
D •-MODEL 4F IS FLUSH IDEAL 'CARRIAGE HOUSE' ED5S ED5SV
D
SHORT PANEL
DOOR COUNTERBALANCE SYSTEM
2"TRACK GONFlGURAnn_y JAMB CONFIGURATION.
'
HORIZONTAL TRACH
'. 13 GA CAM STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
JAMB WITH(3)5/16'% 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT).
AND TO TRACK WITH(2) 1/4"RIVETS. 6'-6"
7•-0" 2.6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER O SUIT).
NOTE:TRACK OR OPENING
"JAMB PREPARATION NOTE". n
ABOVE THE ODOR OPENING DOES = AS R00:SPACING NTE 30'O.C. 8._ "1?Sf 20 GA GALV.STEEL ENO STILE.
NOT AFFECT THE WIND LOAD 20 GA.MIN,GALV.STEEL INTERM.STILE.
RATING OF THIS DOOR. de ,_0_
o 62"t4" 2"GALV.STEEL TRACK, 9'-6" 2-1/2"X 12 GA GALV.STEEL
II TRACK THICKNESS:0.060'. TRACK BRACKETS FASTENED TO
10,-6 litc WOOD JAMBS WITH 5/6'X 1-5/8• 16 GA CALv.STEEL CENTER HINGE
v Z• 11'- LAG SCREWS. FASTENED TO INTER.STILES W/(4)EACH
= 36"t2" T-1-6 130' NUT6FASIENERUND PUSH a14x5/8"SHEET METAL SCREWS.
TYP.2-1/2"X 12 GA(0.099') 12'-0 1 6'
C z GALV. STEEL TRACK BRACKETS, 1 '-6"142- 14 CA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH/14x5/8" C
z ATTACHED TO JAMB WITH(1) 1 '-0 SHEET METAL SCREWS AND(4) 1/4'SELF TAPPING SCREWS PER END HINGE.
5/16'X 1-5/8"LAG SCREW PER 1 2"GALV.STEEL TRACK FASTENED TO
TRACK BRACKET. 14'- 12 CA GALV STEEL TRACK BRACKETS
WITH EITHER(2) 1/4'OUL RIVETS OR 2"DIA SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10" - (1) I/4•X 5/8'BOLT&NUT PER
'-6" TRACK BRACKET. SECTION C-C
PREPARATION OF JAMBS BY OTHERS.
LMR BRACKET(2-1/2"x 5-3/4"x 12GA)
3" TRACK IS ALSO AVAILABLE.
ATTACHED WITH(2) 1/4"x 3/4'SELF TAPPING
DOUBLE TRACK
SCREWS.
LOW HEADROOM OPTION
DOUBLE HORIZONTAL
TRACK.
B B
G6.1T
HAM/("O i'i
*•:•Ql
No 63 8 MANUFACTURING PRODUCT CODE
�`" MIN. 25 GA. DOORS, MPC PAN-2F153/6 SHORT PANEL: PAN-2F153
* DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-2F156
/.4 it TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A
A 9 STAT OF .:�1 UNesx Stored Oln"" 8585 Duke Baw"ard VINDLOAD RATING
T'•.� P,. Z`:�I TOLERANCES— C Clopay Mason,OH 45040 USA
'�•,�tSs`�.R.!O•��,,�� .D a 3.031 B,idivq hodccft CmpoM F..No.5 M-»0-;8 3 W5 D P 3 2
00 - 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PSF
''7�O Tu111141 , .000 = 3.005
DESIGN ENGINEER: .0000 = 3.001 DRAWN BY: MVAV DATE: 1/26/96 SCALE: NTS OW
Degrees = t 1/2' CHECKED BY: -- DATE: -- I SHEET 4 OF 4 SIZE J__)
SCOTT HAMILTON, P.E. Uxle..Stated 011^^1,
FLORI A LICENSE No. 63286 ONENSIONS ARE IN INCHES.,DWG. NO.: 101922 VER: IBC
4 3 2 1
i
r
{
t
i
1
December 11, 2013 (revised 6/14/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited laboratories as
required by the relevant Florida Administrative Rule, the engineering rational analysis,
and the product drawings. The test reports are listed below. Assembly testing was
conducted by American Test Lab North Carolina and CBPC-ATC. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
115-2005. The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the sectional garage door designs listed below in Tables 1 through 7 are
in compliance with these High Velocity Hurricane zone test requirements of the Florida
Building Code and therefore are qualified as impact-resistant assemblies (large missile
Impact).
TABLE-1 -Drawings-for doors with Manufacturing Product Code (MPC) pAN_2F153
101922-A-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 167" x 16'0"; +36/-42 PSF (design load)
:CARLE 2: Drawings for doors with Manufacturing Product C 43:
104791-Rev05, max. door size 1612" x 16'0"; +46/-52 PSF (design oad)
104121-Rev04, max. door size 9'0" x 1610"; +50/-58 PSF (design load)
105109-A-ReV01, max. door size 7.8'0" x 16'0"; +25/-25 PSF (design load)
ITABLE 3: Drawings for doors with Manufacturing Product Code (MPQ 26N-2F156:
101922-A-Revl5, max, door size 1610" x 16'0"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 16'2" x 1610"; +36/--42 PSF (design load)
TABLE 4' Drawings for doors with Mangfgcturing Product Code (MPCU PANSP-2F153:
104818-A-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE-5: Drawings for doors with Manufacturing Product Code f_1-56z
104818-A-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 6: Drawings for dooM 3tLith ManufacturingProduct Code MPC DSIE-1A171:
104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load)
TABLE 7, Drawings for doors with Mp cturinq Product Code (MPC) PAN-2F446:
105109-A-ReV00, max. door size 18'0" x 16'0";, +25/-25 PSF (design load)
PAGE 1 OF 6 FILE: CBPC_131211-A.6
i
EVALUATION REPORY FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE COORS,W5--W8
f
TABLE 8: Drawings for doors with Manufacturing �miuct_Code (MPC) SPO-21`499:
104791-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
For the doors in Tables 9 through 17, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on
the drawings are either direct results of these tests or results obtained through
engineering rational analysis based on actual tests. I have concluded that the sectional
f garage door designs listed below in Tables 8 through 13 are in compliance with these
test requirements of the Florida Building Code.
TABLE ; Drawings for doors with Manufacu�ing Product Code (MPC) PAN-21`153•
101922-B-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-B-Rev03, max, door size 16'2" x 16'0"; +36/-42 PSF (design load)
jA,L3LE 10• Drawings for doors with Manufacturing Product Code (MPC) PAN 2143•
105101-ReV00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load)
TABLE 11: Drawings for-doors--with Manufacturing Product C PAN-2F156!
101922-B-ReV15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-B-Rev03, max. door size 16'2" x 16'0";, +36/-42 PSF (design load)
TABLE 12: Drawings for doors with Manufacturing Product Code (MPC) PANSP-21`153•
104818-B-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 13: D in s for doors with Manufacturing Product Code (MPC) PANSP-2F156:,
104818-B-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 14: Drawings for doors with ManufA-cturing Product Code MPC DSIE-
•
104814-B-Rev00, max. door' size 9'0 x 16'0"; +36/-44 PSF (design load)
TABLE 15: Drawings for Ooors with Manufacturing Product Co C PAN-21`443:
105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446•
105109-B-Rev01, max. door size 1810" x 1610"; +25/-25 PSF (design load)
TABLE 17: Drawings for doors with Manufacturing Product Code (MPC) W-16899•
105116-ReV01, max. door size 18'0" x 8'0"; +32/-36 PSF (design load)
Test Reports:
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13),
0102.01-13 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by L-A-B for ASTM E330 and ANSI/DASMA 108 testing):
CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16),
16-007 (5/16/16) .
PAGE 2 OF 6 FILE: CBPC 131211-A.6
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Product Description for doors with MPC PAN-2FI.53•
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
I skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional
Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 4213, 55, 55S, GD5S,
GD5SV, GR5S, GRSSV, AR5S, AR5SV, EDSS, ED5SV. Not all models may be shown on a
given drawing.
Product_Description for doors with MPC PAN-2F143:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
j skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
21". The sections may have EPS foam insulation inserted into the pan cavity. The
following models are at least structurally equivalent to the tested door: 84A, 94, 4F,
4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN-2F443.,
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum.section height is
24". The sections may have EPS foam Insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: G4S, GS4,
GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4,
AR4S, MR4SV, SS4V, AR4SV, Not all models may be shown on a given drawing.
Product Descri t'o f ith MPC PAN-21F156:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin Is at least G40 DDS per ASTM A653. Sections may have 15/16"
Insulation captured in the cavity of the pan section. The maximum section height Is
21". The following models are at least structurally equivalent to the tested door: 76,
75L, 2RST, 76V. Not all models may be shown on a given drawing.
Product Description for doors with MPC PANSP-2F153:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece
injection-molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be
shown on a given drawing.
PAGE 3 OF 6 FILE: CBPC_131211-A.6
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Pr��uct Description for doors with MPC PANSP-2F156:
p" These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
d skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece
injection-molded front frame and glazing, The following models are at least structurally
equivalent to the tested door: 76SP, 76VSP. Not all models may be shown on a given
drawing.
Product Description for doors with MPC DSIE-1A171:
These doors consist of 1-3/8" double-skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 21". The following models are at least
structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 62LG, 6130, 65, 65G, 6131., 64, 64G, 6133, 135, SD1338, 136, SFL38, 134,
SRP38. Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIU-1F471:
These doors consist of 2" double-skin insulated sections with polyurethane
Insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: GD2SU,
GR2SU, GD21_U, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202;
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Product Description for doors with MPC DSIE-1F471:
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 per
ASTM A653. The maximum section height is 24". These doors may have optional
Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an
aluminum front frame and a separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested door: GD2SP, GR2SP, GD21_13, GR21_13,
AR2SP, AR2LP, ED2SP, ED21_13, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
,PMduct_Description for doors with MPC SpQ-2F449:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0,02211) outer
skins. The steel skin Is at least G40 per ASTM A653. The maximum section height is
24". The sections may have decorative overlays. The following models are at least
structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn
where "nn" represents the configuration of the overlays. Not all models may be shown
on a given drawing.
PAGE 4 or 6 RILE: CBPC_131211-A.6
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1
I EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-WS
Product Description for doors with MPC W-1899:
p These doors consist of 1-9/16"wood door sections with hemlock rails and stiles
and decorative cladding and overlays. The maximum section height is 28". These doors
may have optional Glazing. Optional Glazing is not impact resistant. The following
models are at least structurally equivalent to the tested door: RHxx, where "xx"
represents the configuration of the cladding and overlays. Not all models may be shown.
ii on a given drawing.
1
Product Description for doors with MPC PAN-217446:
These doors consist of 2" thick steel pan doors with min. 24 ga._(0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: G4L, GL4,
GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L,
MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing.
Imput Resistant Glazing (Molded)•
The optional impact resistant glazing is an injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic In accordance
with testing required by the Code. Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM
D638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929.
Impact Resistant Glazing (Aluminum);
The optional impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that is an approved C1 plastic in accordance with testing
required by the Code, Approved polycarbonate materials are Sabic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on
review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17).
Limitations:
The drawing(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and relies on the
illustrations and text of these drawings as well.
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 drawings) referenced
above.
PAGE 5 or 6 FILE: CBPC_131211-A.6
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5—W$
Installation requirements per the relevant Florida Administrative Rule, including
attachments, are detailed on the drawing(s) listed above. Installation must be in
accordance with manufacturer's installation instructions and must be as shown on the
drawing(s) listed above. The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and installation requirements.
Signature:
• 0 63'286 r%'
Scott Ha E.
Florida P. E. No. 63286
r Date: G ��K--f �! �-- STATE OF ��U`.
I •moi ••. Q` ♦
♦SF`s •..�R�..• �. ��
I
1
PAGE 6 OF 6 FILE: CBPC_131211-A.6