HomeMy WebLinkAboutRevisions, skylight, 2103-0805 110
OFFICE USE ONLY: File C e r-
DATE FILED: "l�V `' "` PERMIT#2103.0805
REVISION FEE: `71 RECEIPT# .4 W-)0
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION D
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5 2
(772),462.1553
I
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
Whippoorwill condos at 2983-2993 Bent Pine Dr.Fort pierce FL 34951
1
I
DETAILED DESCRIPTION OF PROJECT j
REVISIONS:
Replace existing skylights with new skyligfht lids
s �
I
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ccc1326188 ST.LUCIE CO CERT.#: 27265
BUSINESS NAME: Atlantic roofing of Vero Beach,inc
QUALIFIERS NAME: William Lasky,Jr
ADDRESS: 4310 45th St
CITY: Vero Beach STATE: FL ZIP: 329671
PHONE(DAYTIME): 772-492-8493 FAX: 772-257-5740 j
OWNERBUILLDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC:9123109
Revised 0 613 0/17
File
�B� zC�3-6gs
REVIEWED FOR
Product Evaluation Report
j
�® 0- port No. 2059, Rev. 5 1 Project No. 420-0913 11/30/20 1 Page 1 of 3
ST. LU IE COUNTY
Aanufacturer Product Meo han ar Descri tion
Boot 'N
Kennedy Skylights Curb o e�dYnd
; ig
5294 Tower Way Non-Impact mpac
lu
Sanford, FL 32773
Code: Current Edition of the Florida Building Code including the 7th Edition(2020)Florida Building Code
Compliance Methods: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing j
Product Installation Instructions:
• KENN0001, Rev. B,dated 12/6/17,signed and sealed by Robert J.Amoruso,Kennedy Skylights"ICMG"
Curb Mounted Glass Skylight—LMI—HVHZ,Installation Anchorage Details !
• KENN0003, Rev.C,dated 12/14/19,signed and sealed by:Robert J.Amoruso, Kennedy Skylights"CMG"
Curb Mounted Glass Skylight-NI, Installation Anchorage Details
• KENN0005, Rev.C,dated 12/14/19,signed and sealed by Robert J.Amoruso,Kennedy Skylights"SFG4"
Curb Mounted Self Flashing Glass Skylight-NI, Installation Anchorage Details
Engineering Analysis&Product Evaluation: The following engineering and/or rational analysis/calculations have been
performed.
• Anchorage and product verification have been substantiated by calculation(PTC Report.No.2058-1 and 2058-2)
prepared,signed and sealed by Robert J.Amoruso,P.E.in accordance with the current edition of the Florida
Building Code.
i
• Design Pressure Evaluation/Product Evaluation 1
o Drawing No.KENN0001
■ Product Name/Series:"ICMG"Curb Mounted Glass Skylight—LMI
• High Velocity Hurricane Zone(HVHZ):YES
■ Outside High Velocity Hurricane Zone(HVHZ):YES
■ Impact Resistant:YES
• Glazed laminated product using Kuraray Trosifol PVB Glass Interlayer by Kuraray
America,Inc.Current Kuraray America NOA can be found here..I
■ National Certified Test Laboratory, Inc.Test Report No.NCTL-210-3041-1,2
■ Design Pressure
• +/-60 psf
• Margin of Safety=2 applied for positive and negative loading to Structural.Design
Pressure per Sections 1504 and 1523 of the current edition of the FBC and MD FAQ
(http://www.miamidade.gov/building/products/skylights.asp).
■ Performance and Testing Standards
• Test Report No.NCTL-210-3041-1,2
o TAS202-94
o TAS201-94
o TAS203-94
o Drawing No.KENN0003
• Product Name/Series:"CMG'Curb Mounted Glass Skylight-NI
■ High Velocity Hurricane Zone(HVHZ):NO
■ Outside High Velocity Hurricane Zone(HVHZ):YES
• Impact Resistant:NO
• National Certified Test Laboratory,Inc.Test Report No.NCTL-210-3041-3A
• Design Pressure
i
A . ANW PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/iL 321-690-1788 1 FBPE Certification of Authorization No. 25935
t
i
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2059, Rev. 5 1 Project No. 420-0913 11/30/20 1 Page 2 of 3
• +/-95 psf outside HVHZ
• Margin of Safety=2 applied to Structural Design Pressure per Sections 1504 of the
current edition of the FBC.
■ Performance and Testing Standards
• Test Report No.NCTL-210-3041-3A
o AAMA/WDMA 1600/I.S.7-00,Voluntary Specification for Skylights
o Drawing No.KENN0005
■ Product Name/Series:"SFG4"Curb Mounted Self Flashing Glass Skylight;-NI
• High Velocity Hurricane Zone(HVHZ):NO j
■ Outside High Velocity Hurricane Zone(HVHZ):YES
■ Impact Resistant:NO
■ National Certified Test Laboratory,Inc.Test Report No.NCTL-210-3012-1
■ Design Pressure
• +/-60 psf
• Margin of Safety=2 applied to Structural Design Pressure per Section 1504 of the
current edition of the FBC.
■ Performance and Testing Standards
• Test Report No.NCTL-210-3012-1
o AAMA/WDMA 1600/I.S.7-00,Voluntary Specification for Skylights
• Condensation Channel(Item No.3 on KENN0003 and Item No.8 on KENN0005)manufacturer has been changed to
Omega Plastics.The condensation channel is a non-structural component that collects condensation on the
skylight.It is an internal component offering no structural significance. Dimensionally and materially,the
condensation channel remains consistent with the original component used in testing and is therefore acceptable.
Performance Testing Standards:
• TAS 201-94-Impact Test Procedures
• TAS 202-94-Criteria for Testing Impact;Non-impact Resistant Building Envelope Components Using Uniform Static
Air Pressure
• TAS 203-94-Criteria for Testing Products Subject to Cyclic Wind Pressure Loading
• AAMA/WDMA 1600/I.S.7-00,Voluntary Specification for Skylights
Product Testing:
• NCTL-210-3041-1,2,dated 10/5/04,signed and sealed by Gerald J.Ferrara,P.E.,testing to TAS 201/202/203-94 for
"ICMG"Curb Mounted Glass Skylight
• NCTL-210-3041-3A,dated 10/5/04,signed and sealed by Gerald J.Ferrara,P.E.,testing to AAMA/WDMA 1600-
00/I.S.7-2000 for"CMG'Curb Mounted Glass Skylight
• NCTL-210-3012-1,dated 4/12/04,signed and sealed by Gerald J.Ferrara,P.E.,testing to AAMA/WDMA 1600-
00/I.S.7-2000 for"SFG4"Curb Mounted Self Flashing Glass Skylight
Material Certifications/Component Approvals:
• Laminated Glass Interlayer:See current Miami-Dade Notice of Acceptance(NOA)for component approval for
Kuraray Trosifol PVB Glass lnterlayer by Kuraray America,Inc.used in this product.Kuraray America NOA can be
found here.
Limitations Et Conditions of Use:
• "ICMG"Curb Mounted Glass Skylight shown on KENN0001
o This product has been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)
o This product Is Impact Resistance.Therefore,a protective impact-rated device is not required.
AMArA� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
/�/`r 321-690-1788 1 FBPE Certification of Authorization No. 25935
i
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2059, Rev. 5 1 Project No. 420-0913 1 11/30%20 1 Page 3 of 3
• "CMG'Curb Mounted Glass Skylight shown on KENN0003
o This product has not been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)
o This product is not Impact Resistance.Therefore,a protective impact-rated device is required when used
in a wind-borne debris region.
• "SFG4"Curb Mounted Self Flashing Glass Skylight shown on KENN0005
o This product has not been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)
o This product is not Impact Resistance.Therefore,a protective impact-rated device is required when used
in a wind-borne debris region.
• Refer to Product installation Instructions noted above for.
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components,accessories,etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code(and/or ASCE 7 as referenced in the current edition of the Florida Building Code)for
components and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
PCertificate of Independence per Product Approval
Rule 61G20-3.009 eogoof r i.- Digitally signed
g P *�,`o%��'s G�c P ' �'ss�r PTC Product Design Group,LLC and Robert J.Amoruso,P.E. �, 'S�=,;�l,P by Robert J
does not have,nor will acquire,any financial interest in the n`N, Na 49�52 �•co'
company manufacturing or distributing product(s)covered Am oru so
2 ..
by this Product Evaluation Report. PTC Product Design w
Group,LLC and RobertJ.Amoruso,P.E.do not have,nor �� 2` Date:
�' 8 A F OF . � ®
will acquire any financial interest in any other entity �;?;•,.,� 4Lti000
involved in the approval process or testing of the `-�e;�;_n•E; H 1 Q 4''�tia,�o
� 9 `2020:11:3:0
product(s)covered by this Product Evaluation Report. �J���%� �5� �v°o�� 1 7:36:26 05'00'
Evaluated by:
Robert J. Amoruso, P.E.
FL PE License No. 49752
I
ar��r PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775
321-690-1788 1 FBPE Certification of Authorization No. 25935
&EV NE
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KENNEDY SKYLIGHTS
S.T. LUCIE CO NTH LO
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MODEL "ICMG" CURB MOUNTED GLASS SKYLIGHT-ZiR :9
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INSTALLATIONANCHORAGE DETAILS
m N y N
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GENERAL NOTES: INSTALLATION NOTES: G
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE 1.INSTALL GLASS CAP INTO CURB USING INSTALLATION ANCHORS AS LISTED IN INSTALLATION ANCHOR
CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC)AND RESIDENTIAL(FRC)VOLUMES SCHEDULE THIS SHEET.SPACE ANCHORS 4"MAX.FROM ALL ENDS AND 14"MAX.D.C.THEREAFTER,ALL SIDES.
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR LARGE MISSILE IMPACT(INCLUDES WIND ZONE 4,
MISSILE LEVEL D)AT THE DESIGN PRESSURE(S)STATED HEREIN. 2.APPLY ALL SEALANTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. N O
O lL
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. 3.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN ON THE INSTALLATION DRAWINGS. J p 6 W O
NCTL-210-3041-1,2 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES INCLUDING,BUT NOT LIMITED TO
F I-1 En � p
SHEATHING,UNDERLAYMENT AND SHINGLES. Y E
3.THE SKYLIGHT HAS BEEN TESTED IN ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ZONE(HVHZ) I-La q�
REQUIRMENTS OF TAS 201,TAS 202 AND TAS 203 AS REQUIRED BY THE CURRENT EDITION OF THE FLORIDA 4.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL En Z o
BUILDING CODE-BUILDING(FBC)AND RESIDENTIAL(FRC)VOLUMES AND DOCUMENTED IN SIGNED AND SEALED OR HAVE A CORROSION RESISTANT COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH I--I o7 g I-Z
TEST REPORT NO.NCTL-210-3041-1,2 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 0 d p =
4.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1.SEE SHEET 3 FOR GLAZING DETAILS. _ 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S I� 3 P7 UO.1 g m F 1--: m
INSTALLATION INSTRUCTIONS.ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN a a ZL Z
a
5.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. li, O=�
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. 6.FOR SKYLIGHT SIZES-LESS THAN THAT SHOWN IN THE ELEVATIONS;ANCHOR QUANTITIES MAY BE REDUCED BY E a -m, N
ONE(1)WHEN SPACING BETWEEN ANCHORS IS 50%OR LESS THAN THE MAXIMUM SPACING REQUIRED. p O CO O
6.SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE THE FOLLOWING: Q CQ �0 Q A
6.1.IN NON-HVHZ,FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED rT, � U w-j 8 w
.ARCHITECT. z w
6.2.IN HVHZ,FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED 0
ARCHITECT AND ONE TIME APPROVAL FROM THE LOCAL AUTHORITY HAVING JURISOICATION IS REQUIRED. L) W g
7.IN HVHZ AREAS,USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE HVHZ REQUIREMENTS W (0 1 "c a
OF THE FBC IS NOT REQUIRED FOR THE PRODUCT(S)HEREIN. IN NON-HVHZAREAS WHERE WINDBORNE DEBRIS - W HR9
PROTECTION REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC INSTALLATION ANCHOR SCHEDULE xj 0 m R$•� -
REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS NOT REQUIRED FOR THE PRODUCT(S)HEREIN. y B
LURE ASSEMBLY MIN.EMBEDMENT MIN.
EDGE MIN.
HEADTYPE SIZE AND/OR MANUFACTURER CAPACITIES BASED ON a 8
8.WHEN APPLICABLE,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM SUBSTRATE TYPE .SPECIFICATION (IN) DISTANCE(IN) SPACING(INI
5
SKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED IN AMANNER TO PREVENT GALVANIC CORROSION.- MIN.2500 PSI CONCRETE BUT
FASTENERS SHALL BE MADE OF CORROSION RESISTANT METAL OR HAVE A CORROSION RESISTANT COATING. ITW TAPCON(2) 1 1/2 1 1/8 2 1/2 NOT LESS THAN THAT
9.CURB CONSTRUCTION AND MOUNTING DETAILS: REQUIRED BY BUILDING CODE
9.1.A CURB SUPPLIED BY OTHERS CONSTRUCTED AND MOUNTED IN ACCORDANCE WITH THE REQUIREMENTS OF CONCRETE HEX HEAD 3/ifi"
MIN.2500 PSI CONCRETE BUT
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC)AND RESIDENTIAL(FRC)VOLUMES EICO Ultracon 1 318 1 3 3/8 NOT LESS THAN THAT
FOR THE TYPE OF CONSTRUCTION CLASSIFICATION WHERE THE SKYLIGHT IS TO BE INSTALLED IS ALLOWED. REQUIRED BY BUILDING CODE
9.2.INTEGRATION WITH THE ROOF ASSEMBLY SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE CURRENT
EDITION OF THE FBC AND CHAPTER 9 OF THE CURRENT EDITION OF THE FRC. STRENGTH CONFORMANCE TO
9.3.ADDITIONAL INSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BY A LICENSED DESIGN ITW TAPCON(2) 1 2 2 1/2 ASTM C-90,MEDIUM WEIGHT
PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN ADDITION TO THIS PRODUCT EVALUATION DOCUMENT. MASONRY _ DENSITY>117 PCF
(BLOCK/CMU) HEX HEAD 3/16"
Elco Ultracon 1 1/4 1 3 3/8 STRENGTH CONFORMANCETO Robert J.Amoruso,P.E.
DESIGN PRESSURE RATING(PSF) IMPACT RATING ASTM C-90,MEDIUM WEIGHT FL P.E.No.49752
+60.01-60.0 LARGE MISSILE Digitally
SOUD•SAWN HEX,PAN OR A5MELLINGSELF- - WOOD WITH AMINIMUM -;{signedb
NO.A DRILLING/SELF-SC E W 1 5/R 5/8 Y
LUMBER(1) TRUSS HEAD SPECIFIC GRAVITY OF 0.55
TABLE OF CONTENT TAPPING eQyi*EE;apw Roberti
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SHEET DESCRIPTION a, bz Sb Amoru50
ALUMINUM OR ASME B18.6.4(LSFU• PROTRUDING MIN.3 `o 'Nr"'4 .:..
1 GENERAL AND INSTALLATION NOTES w Date:
HEX,PAN OR THREADS PAST ULTIMATE STRENGTH(Fu)OF ;pp.pr 4e cv w
STEEL,1/8"MIN. NO. DRIWNG/SELF- 7/16 7/16 6 r,,raT o.•i�,
2 ELEVATION AND ANCHORING LAYOUT WALLTHICKNEss TRUSSHLAD TAPPING SCREW) ISLBSTRATE zz,DDDPsI
2017{12:06
3 INSTALLATIOIN CROSS SECTION AND GLAZING DETAIL NOTES: ,y`' 21:22:17
1)FOR WOOD AND TAPPI NG SCREWS IF SPLITTING 15 A CONCERN,DRILL 0.102"(DRI U.SIZE 38)PILOT HOLE FOR WOOD FRAME INSTALLATION. OS'OO1
4 BILL OF MATERIALS AND COMPONENTS 2 WHEN ITW TAPCONS ARE.USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREAOFORM TECHNOLOGY TYPE. J"
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KENNEDY SKYLIGHTS PRaEcrNUMBER:. 417-1015
N�(,�D,• 1 o 5294 TOWER WAY
w ni r O7 m SANFORD, FL 32773
W O LAG..'=y�';a�td—�RDA�fj�;'r� Ti—
I in MODEL.lCMG" CURB MOUNTED GLASS SKYLIGHT
v to z 3 LARGE MISSILE IMPACT
p 'm''°=° 2 ELEVATION AND ANCHORING LAYOUT
O N m i0 iT t u"�•°• A PREPARED BY: DRANM BY: DATE: Upd.tB tD 6th Edition
O O Cz.Q �sH�`.`t,•k•}1'�'a v o 12/6/17 RJA
Ot v, �, TJH '05 08 12 B 2017 FBC _
0 ,6 "" ro m ` scxE:N.T.S. D��KENN0001 A Updat t.5th FBC iti- 7/15/15 RJA
PRD oP.vDND �s� REV: SREET:
�tWGx9Co.RDWDA9TlSf�P iN�e7.aD�� B 2 OF 4 REV RIP DESCTION DATE BY
PBPE c.A w.asns Biu4 .
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EXTERIOR
APPLY SEALANT BETWEEN 6 GLAZING DETAIL o
LIGHT FRAME AND CURB, 1 SEE SHEET 3 I
BY OTHERS a a 6
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----LIGHT FRAME-INSTAL
_-_ — -—_-_-_- __—— 3 -- -INTERIOR--
ANCHOR VARIES, SEE
ANCHOR SCHEDULE SHEET 1 2 "
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II / f #8 x 1 1/4" FH SELF-DRILLING SCREW o z r`U
3/16" MAX. RIGID SPACER �f I 5 SPACED 3 1/2" FROM EACH E- c°w
SEE ITEM 7 IN B.O.M. LcI Ir END WITH TWO ADDITIONAL SCREWS z Y.
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/1 EQUALLY SPACED, TYP. ALL SIDES g o
CURB, FLASHING, FINISHING AND ANCHORAGE TO
ROOF ASSEMBLY MAY VARY AND IS SUPPLIED I pQo
BY OTHERS. 2X6 NOMINAL WOOD CURB SHOWN.. / z m
SEE GENERAL NOTE 9, SHEET 1, i 3 w >� Z
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5/8" GLASS EXTERIOR
BITE 1/8" 1 Robert 1 Amoruso,P.E.
STRUCTURAL SILICONE 4 TEMP F ANNEALED FL P.E.No.49752
GLAZING COMPOUND Digitally
3/4" O.A.
signed by
uMF9;�w• Robert
1/B ANNEALED INTERIOR z "; '�'Amoruso
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GLAZING DETAIL -05>` 00'
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BILL OF MATERIALS m
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ITEM # PART # ITEM DESCRIPTION MANUFACTURER MATERIAL n N
n
1 FE4701 GLASS CAP INDALEX ALUM. SOLUTIONS ALUM. 6063-T6 0
2 SM KS-4 WOOD LIGHT FRAME KENNEDY SKYLIGHTS WOOD
3 AK-2474 CONDENSATION CHANNEL CENTRAL PLASTICS, INC. HIGH TEMP. PVC a
`°n inY 8
4 GLAZING COMPOUND
NOVAFLEX STRUCTURAL SILICONE ,y 9
5 #8 x 1 1/4" FH SELF-DRILLING SCREW
6 LARGE MISSILE IMPACT GLAZING, SEE SHEET 3
a m� a
7 RIGID SPACER FOR GLASS CAP INSTALLATION, SEE RIGID
INSTALLATION NOTE 4, SHEET 1
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3 15/64" 1 1/16" C/�LLLLL6 I�IIU p_ y o
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2 7/32 �— 3 CONDENSATION CHANNEL x $ e
WOOD LIGHT FRAME EXTRUDED HIGH'I'EMP RIGID PVC
3 47/64" 2 0.030"THICK
0 GLASS CAP
EXTRUDED ALUMINUM 6063-T6
0.070"THICK
Robert J.Amoroso,P.E.
FL P.E.No.49752
,.3•ogWgi�\GENS�.\�9G1
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Digitally signed by
RobertJ Amo-ruso•
Date:2017.12.06
21.22:55-05'00'