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FL# FL16293-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
' I
Product Manufacturer Hurricane Storm Panel MFG.Inc. d
Address/Phone/Email 1720 Main St. NE. Unit 1
Palm Bay, FL 32905
(321)409-2900
aarongallagher428@yahoo.com
Authorized Signature Aaron Gallagher
aarongallagher428@ylahoo.com
Technical Representative Aaron Gallagher
Address/Phone/Email 1720 Main St. NE. Unit 1
Palm Bay, FL 32905
(321)409-2900 {
aarongallagher428@ ahoo.com
Quality Assurance Representative Aaron Gallagher
Address/Phone/Email 1720 Main St. NE. Unit 1
Palm Bay, FL 32905 {
(321)409-2900 9
aarongallagher428@yahoo.com I
i
i
Category Shutters
Subcategory Storm Panels i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer,
4 > Evaluation Report- Hardcopy Received
i
i
Florida Engineer or Architect Name who developed Robert 1.Amoruso, P.'E.
the Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Charles A. Pagen P. E.,Ph.D. Fenestration Technology
s Validation Checklist- Hardcopy 4 ceived
I
Certificate of Independence FL16293 R1 COI Cofl 2210 Revi 415-0109 HSPM0001 ss.odf
I
Referenced Standard and Year(of Standard) Standard r Year
ASTM E1886 2002
ASTM E1886 1997
ASTM E1996 0 2002
ASTM E330 j 2002
ASTM 1997
TAS 20130 ��� �� 1994
TAS 202 �. 1994
i
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HURRICANE STORM PANEL MANUFACTURING E
N <2
O � y
Z UziHYMZIMPACT STORMPANEL � m °
INSTALLATIONANCHORAGE DETAILS �
GENERAL NOTES: =m Z Hcor
r
INSTALLATION NOTES:
1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT U w= LL O
EDITION OF THE FLORIDA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE ZONE I. SEE ANCHOR SCHEDULE ON SHEET 7 OF 7 FOR ALLOWED FASTENERS,MINIMUM EMBEDMENT,MINIMUM a w U o
(HVHZ-LMI)AND WIND BORNE DEBRIS AREA(WIND ZONE 4,MISSILE LEVEL D), EDGE DISTANCE AND REQUIRED ON CENTER(O.C.)ANCHOR SPACING. K a a
IL W O to
1.1. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT#ATLNC 0428.01-04 AND ATLNC 2.INSTALLATION ANCHORS SHALL BE 3 INCHES FROM TRACK EDGE.12 INCHES OR 8 INCHES MAXIMUM ON O
'�0428.03A4 DATED 05128104-AND ATLNCO224:01=09-AND-ATL'NCO224.02-'09'DATED 02125/09 AND'ASSOCIATED LABORATORY-STAMPED----6i--CENTER•ASREQUIRED BY THE ANCHOR SCHEDULE ON SHEET-7 OF 7.-
DRAWINGS.
3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TO
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE STUCCO,FOAM,BRICK VENEER AND SIDING).
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR „� b
ARCHITECT OF RECORD. 4.FOR CONCRETE BLOCK APPLICATIONS,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS,
' a O
3. PANEL MATERIAL:0.050 3106-1-1 Z
14 ALUMINUM ALLOY OR 24 GA.(0.023"MIN.)STEEL WITH Fy=53 KSI AFTER ROLLING,CONFORMING TO ASTM 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S O o _
A-446 STRUCTURAL QUALITY STEEL,GRADE C MIN.WITH A G60 MIN.COATING OF GALVANIZED STEEL. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS F >
- - - - >
-THAN-THE-MINIMUM-STRENGTH-SPECIFIED•BY--THE-ANCHOR MANUFACTURER: - - - --- Z - _
4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.
6.INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITHU.
5. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE THE FOLLOWING PROPERTIES: F"N
HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS RE w z w w a y
INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SAME MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE GLOVES 6.1. WOOD-MINIMUM SPECIFIC GRAVITY IS 0.42. Z w 2~ F; m
COULD CAUSE INJURY. 6.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON y Z-1 O Z Z
LL F-
6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION(WALL 8.3. MASONRY-STRENGTH COMFORMANCE TO ASTM C-90. I-< w Q
OPENING)IN ALL DIRECTIONS. O 2.Q F-
T. STORM SHUTTER END CLOSURE: N a <g
77.I. WHEN USED. WHEN LOUTSI EED AS DTHETHIGH VELOCIITED,THE DY HURRICANE ZONE(UCT HEREIN IS HVHZ),NO MINIMUM SEPARATIOND A NON-POROUS IMPACT THIE PROTECVE TTED FENESTRATION 77• NON-HIGH CLOSUVELOCRE
I HURRICANE ZONE(HVHZ)INSTALLATIONS. Z N ILI a N I i
( ) 7.1.1. END CLOSURE IS OPTIONAL. Q ti
ASSEMBLY IS REQUIRED.HOWEVER,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.,THE SEPARATION TABLE 7.2. HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. U >Z
SHOWN ON SHEET 6 CAN BE USED TO PROVIDE A SEPARATION DISTANCE IF DESIRED BY THE USER. 7.2.1. STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS.
7.2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION 7.2.2. ON ANY SIDE OF AN OPENING,THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A M QQ
TABLE ON SHEET 6 MEETING THE REQUIREMENTS OF CHAPTER 24 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL WALL OR INSET SURFACE SHALL BE 114 INCH.ANY DISTANCE IN EXCESS OF 114 INCH SHALL = w
BE MAINTAINED. REQUIRE END CLOSURE OR SHUTTER OVERLAP,WHERE APPLICABLE. w I
7.2.3. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE
8. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF HIGH WINDS.THE SHUTTERAND WALL.
STORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART OF THE STRUCTURE(ALTHOUGH THE
INSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE STRUCTURE). ••
9. MAXIMUM PANEL SIZE:SEE CHARTS ON SHEET 6. ------UNLIMITED WIDTI
Robert J.Amomm
10. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. Florida P.E.No.49752
11. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE/MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS.THESE
DETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. '2;'St �1GE:N8h G
12. A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT No-ji752U
ONE FASTENER t i4 41rf�.117 * -
EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. w REQUIRED AT
_Jv APPROXIMATE MID-POINT O OF LAP a9i 4TA75OF
� MID-PO p .
=Z JOINT,SEE PANEL LAP :::..w�S••(.O.NI� C7��::.
U d (APPRICASLE LENGTHS ,..�!yS�Otd.G.' L•�:.
N 1n AS FOLLOWS:24 GA. ......
_I STEEL GREATEN THAN
w 114'AND 0.050'
TABLE OF CONTENTS Z ALUMINUM GREATER
DESIGN PRESSURE RATING(PSF) pa, TFW1 120' PTC Proouct Design Group.LLC
SHEET REV. SHEET DESCRIPTION Ir P.O.Boz 520775
ujo
1 - GENERAL&INSTALLATION NOTES&ELEVATION SEE CHARTS ON SHEET 6 Ui L� Longwood.FL32752.0775
FBPE Ce NAuauN Ibn NO.259JS
2 - VERTICAL SECTIONS
3 - VERTICAL SECTIONS
4 - VERTICAL&HORIZONTAL SECTIONS
5 - COMPONENTS
6 - PANEL DP SCHEDULE&SEPARATION SCHEDULE
7 _ ANCHOR SCHEDULE&EGRESS SHUTTER ASSEMBLY ELEVATION
Z.
m �
1/4'-20 MALE PANELMATE W/WINGNUT 12-1/2'O.C. EXISTING CONCRETE EDGE SEE ANCHOR m
O7
MASONRY OR W000 GIST. EXISTING CONCRETE SCHEDULE ON p � �'
EXISTING CONCRETE STRUCTURE * MASONRY OR WOOD SHEET FOR `? o
MASONRY OR WOOD STRUCTURE * REQUIREMENTS 1l4'-20 X t/2' ao m
STRUCTURE * a �^�� EMB L� MACHINE BOLT
EMB ° d I &NUT 12-1/2"O.0 a V W
2m Z0O
SEE ANCHOR EMB * Z �"
SCHEDULE ON - K
}. SHEET 7 FOR -, , U W N a w o
EDGE * EDGE q LL C0 a
DIST. REQUIREMENTS :*- ,v DIST..-'-
DIST. LIJ I...Z Z
v .tio 1 w `-i'�1 O O O Lu Q
fix:;;q;:ti•�:•'ia�`;d. + I �<7;.;;•ti;" •;`"° a 0 0 N
PM*L
1/4"-20 WINGNUT
12-1 rz'O.C. d� IS(L G
_ EXISTING CONCRETE OR I u= N
1!4'-207RACK BOLT_
MASONRY STRUCTURE I _ _ - __- _ _ __ _ _. _ _ _— __ _ _ - _ -_ -
L EXISTING CONC E I I W NGNUT 12.1/2'O.0 Z
MASONRY E W OD EXISTING CONCRETE J
MASONRY OR WOOD I
STRUCTURE j:,.l,,,••..�;R Z
.�.Nd•y,°t•'er,t. '`.°i:`w:•`.' STRUCTURE I..,
* EDGE .; ,., Q_Z
DIST. cq
° °°• �7r MB * .r":.• i. N�O S H
y^° Z
EDGE r OQ.Z on
O U 3 Z
°: •�:, ')J�i. DIST. 'J�e u'I-W
m U) o
• } /rl.. 114'-20 X 112" F® D'm Q -1
* SEE ANCHO DIST. '° MACHINE BOLT ad
EMB POWERS CALK4N W/ SCHEDULE ON SEEANCHOR ¢ Q U
1/4°-20 SIDEWALK BOLT 12-1/2'O.C. SHEET 7 FOR
ECTION SCHEDULE ON H" ;NUT 12-1/2'O.0 m<2 p
REQUIREMENTS SHEET FOR W N>
ULLiLCI'MOUNT =o S-W
VERTICAL SECTION REQUIREMENTS EMB Q�0__>
DIRECT MOUNT C7
SEEANCHOR SEEANCHOR VERTICAL SECTION a 2
EXISTING CONCRETE * SCHEDULE ON SHEET 7 } SCHEDULE ON BUILWOUT MOCN'I' 1
MASONRY OR WOOD EMB�•�- FOR REQUIREMENTS EXISTING CONCRETE SHEET 7 FOR SEEANCHOR =
STRUCTURE 1/4"-20 TRACK BOLT W/ MASONRY OR WOOD EMB REQUIREMENTS _- -* SCHEDULE ON
.A. QQ STRUCTURE 1 EXISTING CONCR_ SHEET 7 FOR
5 WINGNUT 12-1/2'O.C. MASONRY OR EMB REQUIREMENTS
'•,"> STRUCTURE -
} EDGE
DIST. :o EDGE
r vI DIST. °'.• .'° �; r t E
j EDGE 'o APB
::),:!i 4;A.�.�.i,.',a',i T:SSA•^t Vc:1i�T •i•�ti'4•''� Robert J.Amoruso I
•< +•i.°,1 Fbdda P.E.No.4S752
OIST.
I I ',p111iijj4j I
PNIEL ``d `CENa�o9,r
p0r d F'( �
MASEXISONRY CONCRETE
ON WOOD I � J I � 74 y�QMA�- 6N,s`
STRUCTURE EXISTING CONCRETE
EXISTING CONCRETE I
114'-20 TRACK BOLT W/ '•'�'%^• MASONRY E WOOD Y e
MASONRY OR W000 I r:•""''-•';:
STRUCTURE _WINGNUT 12-112'O.C. ;,• STRUCTURES EDGE 114'-207RACK BOLT WI
* V V ,.. .•�..•
DIST. �>'�=�a'•����.'� WINGNUT 12-1I2'O.C.
+� },.•y.�r'•,l"1,;; -"'•� * EDGE PTC Product Design Group.LLC
P.O.Box 520775
EDGE
} '�Y v "i4� DIST. Longwood,FL 32752-0775
DIST, •q :_,� ° !"'.�' ••1y FSPECBR°f Lrnlic°NO.259a5
t., SEEANCHOR
SEE ANCHOR r~h% SCHEDULE ON EMB�--• 1l4'-20 MALE PANELMATE W/ SEEANCHOR $1N
Qe SHEET 7 FOR WINGNUT 12-112'O.C. SCHEDULE ON }
SCHEDULE ON REQUIREMENTS SHEET 7 FOR
VERTICAL SECTION * REQUIREMENTS
SHEET T FOR � EMB�+�---
REQUIREMENTS EMB -
* DIRECT MOUNT SEE ANCHOR SCHEDULE VERTICAL SECTION
VERTICAL SECTION SHEET7 BIIILU•/1U'I'MOUNT
DIRECT MOUNT
I
* EMBEDMENT INTO STRUCTURE m
IN ACCORDANCE WITH
THIS DRAWING SEE ANCHOR a)�--•2'MAX.SCHEDULE ON O
I
EXISTING CONCRETE SHEET 7 FOR
EXISTING CONCRETE MASONRY OR WOOD REQUIREMENTS m
MASONRYOR WOOD EMB I►-•
STRUCTURE 1/4'-20 TRACK BOLT W/ STRUCTURE O V WINGNUT I2-1/2'O.C. .o 2 Z a:STAND-0FF MADE OF 1/8'ALUMINUM -° Z FFO--m: In cc
v PIPE,6061-T6(,269 ID X.405 OD)OR
*EDGE a y(,: ROUND STRUCTURAL STEEL TUBING,
DIST. o at PAINTED(T/16'OD W1.065-THICK WALL) W ¢O c U
SEE ANCHOR T P a 7 O
SCHEDUL
-S U
HEET7 arn FOR
REQUIREMENTS I V NONSTRUCTURAL FINISH MATERIAL(BRICK,
WOOD,STUCCO.STYROFOAM OR OTHER)IN d
BRICK USE MORTAR JOINTS WHERE POSSIBLE WW
ANOLF.TO WAIJ. PANP.T,TO ANGLE I A 114'-20 TRACK BOLT WI o
WINGNUTI2-112'O.C. a O
VERTICAL SECTION oto
_WALLMOUNT_ LS3
EDGE
EXISTING CONCRETE DIST. ILD SEE ANCHOR o U.'— Z
MASONRY OR WOOD C m a u)
SCHEOULE ON
STRUCTURE SHEET7 FOR ° Ul Z o dZ Uj
v• y REQUIREMENTS Z M W
m H m
EMBEDMENT INTO STRUCTUREYMom' NOTE: d Z Ld LL W
STAN0.
i Z
* EMB. •. �Y IN ACCORDANCE WITH OFF MADE OF 2 ti rr N U) o rc
o THISDRAWING WOOD,STAINLESS STEEL O Z U¢
+L WASHERS OR PVC PIPE
VERTICAL SECTION MAYBE SUBSITUTED FOR CO< O-E
I ALUMINUM OR STEEL PIPE W 2
WALL MOUNT Z N a N j
SEE ANCHOR Q n
SCHEDULE ON U.-• �
SHEET FOR a =
REQUIREMENTS 7/8' 7/8' O 1
2
EQ.
EQ.
12-112*WI f O.C. WOOD ROOF TRUSS (3)1/4'LAG BOLTS
12-1Y1'O.C. OR FRAMING MEMBER 24'O.C.
SHALL BE
+s PERPENDICULAR TO
9 PANELFACE W
E
VERTICAL SECTION Robed J.Amoruso
TRAP MOUNT Flodda P.E.No.49752
STUCCO FINISH OR 4 No:49752 4 d
PLYWOOD SOFFITA.
N14 X 314'TEK SCREW 0�15
3'X 1/4'CONT.ALUM. BETWEENTRUSSES 9 BTATE OF
PLATE.EXTEND PLATE 60
TO NEXT TRUSS IF
HEADER ENDS MORE
THAN 12'BEYOND LAST PANEL
TRUSS
' PTC Product Design Group,LLC
P.O.Box 520775
Longwood,FL 32752-0775
FSPE Cad.olAWro/vntan NO.2%35
VERTICAL SECTION
SOPPrr CONNLcr10N
*SEE ANCHOR SCHEDULE
SHEET7
i
SEEANCHOR m
SCHEDULE ON SEEANCHOR o
EXISTING CONCRETE * SHEET 7 FOR SCHEDULE ON rr
MASONRY OR WOOD EMS SHEEP'7 FOR � coi REQUIREMENTS * CONCRETE, MASONRY
STRUCTURE REQUIREMENTS o a
1/4'-20 X 1/2" EXISTING CONCRETE OR WOOD ANCHORS o m
'r• MACHINE STRUCTURE EMB 1/4'-20 TRACK BOLT V✓/ (SEE ANCHOR a. U
MASONRY OR WOOD
." 8 NUT 12-1/2'O.0 ila'-20 WINGNUT 7 a e WINGNUT 12.1/2'O.C.
k EDGE 12-1/2°O.C. V �� 1.000'i! %'itf.
:;•.%:: SCHEDULE ON m z o
DIST. PANEL MIN '`:... SHEET 7) Z v rW-
"�•! EDGE 4i .... U H N LL W E
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-- ----WOOD
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HRIZONTAL SECTION
'.. END CLOSILRE(SEE INSTALLATION
VERTICAL SECTION NO'I'E7ONSHI:E'I'Il
RUILD•OUT MUUNT o
VERTICAL SECTION CONCRETE, MASONRY
0
PUILD•ULIT HOUNT OR WOOD ANCHORS Q E O
(SEE ANCHOR
w SCHEDULE ON ............ o =F a
EXISTING CONCRETE EDGE 7/4'-20 SIDEWALK BOLT - --SHEET 7) .,n "'•EDGE>?4i _ _ I)
DIST. —ZO-
GIST. W!1!4'-20 WINGNUT A
MASONRY OR WOOD /•� U' LJ1l H
STRUCTURE MI
OSPAN OF PANEL !Y� :4•E�'E LL'- Z U
... DIST. �'rn C LU
•rr CONCRETE_ 0.750 z W M ~ m Z
* EMB. V .,+:+ P"� MASONRY OR ALTERNATE LEG a z�O
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SCHEDULE ON Q r IL N Q
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REQUIREMENTS at
PANEL 2
2 t HORIZONTAL SECTION �
qxx END CLOSURE(SEE INSTALLATION
V VARIES N'(VI'E 7 ON SHEVf 1)
VERTICAL SECTION CONCRETE.
DIIIECT'MOUNT CONCRETE, MASONRY OR
MASONRY OR WOOD WALL
WOOD WALL CONCRETE RY,
Robert J.Arn—so
MASDN 0 Florida P.E.No.49752
CONCRETE MASONRY :':"••,':"•.Sz; ' "�•:aky'�y"�yN
OR WOOD ANCHORS WOOD WALL
PANEL
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PTC Product Design Group,LLC
PANEL (AT MAX.SEPARATION) (AT MIN. SEPARATION) P.O.Box sz0775
CONCRETE, rare c°ordA FL
r�2ign2No 75as
' MASONRY OR 1/4°0 BOLT AT 24°
•"• WOOD WALL OC WITH JACKNUIF HORIZONTAL SECTION
HORIZONTAL SECTION END LI NOE(SEE SOTE 7 ON SHEET I,LATIDN
END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION
NOTE 7 ON SHL'ET'I) END CLOSURE(SEE IN81'ALLAl[A)N �SEE ANCHOR SCHEDULE
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2" BUILD-OUT'H'HEADER - - - - - - - —-- - - - - - -- saes-ie ALUMINUM - - --— -- o —? --
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3'BUILD-OUT"H'HEADER �\ 3'BUILD-DUT"F"TRACK d Z
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BOBS-T6 ALUMINUM � CORNER PANEL
SEE GENERAL NOTE S,SHEET 1 Robert J.Amoruso
Florida P.E.No.49752
ALL STUDS 1/4"-20
1.227" 1/8"MIN. ANGLES STUDDED IN
1.231"
0.573" 2.566" SHORT LEG ONLY T No:;1D752
11 I
12 1/4"MIN. 9cAYF3
13 'q�OaA n �,r
1/4-20 X 3/4"18-8
STAINLESS STEEL KNURLED
G^o_ ALL THESE ANGLES STUDS 12-112"O.C.
MAY BE STUDDED MAY BE INSTALLED IN
PTC Pmtlucl Design Group.LLC
REVERSE DIRECTION P.O.Box 520775
_ Longwood,FL 32752-0775
FBPE C"R o}Ai,Umeetbn NO.Z59]5
T� 12.500" OPTIONAL LEG
m
o ANCHOR MOUNTING HOLES
STUDDED ANGLE DETAIL LOCATED ON EITHER
14.876" STUDDED ANGLE,ZEE OR FLAT BAR HORIZONTAL OR VERTICAL
LEG,SEE MFG.DETAILS
It
1
n
M
PANEL DP TABLE PANEL SEPARATION TABLE o =
a
s o
PANEL DP TABLE NOTES: `D
w
U
w
SEPARATION REQUIREMENTS-WIND ZONES 1,2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH2)
1. ENTER PANEL OP TABLE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO - O m W 0
DETERMINE MAX.LENGTH.POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE Z O a y Z.ACCEPTABLE. 1. REQUIRED(MANDATORY)SEPARATION REQUIREMENTS: 1-- F-o Q rL
1.1. PER ASTM E1996-02 UNDER WHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCT APPROVAL DOCUMENT AND IN ACCORDANCE U w`-� FO a
Z. FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD OR WITH THE CURRENT EDITION FLORIDA BUILDING CODE,ONLY POROUS SHUTTER ASSEMBLIES REQUIRE SEPARATION OF THE SHUTTERASSEMBLY W U Z~0 '^
LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON FROM THE FENESTRATION UNIT. 0 a Ir
w 4
INSTALLED PANEL LENGTH. 1.2. THIS PRODUCT IS A NON-POROUS SHUTTER ASSEMBLY.THEREFORE SEPARATION IS NOT REQUIRED BY ASTM E1996-02 AS ADOPTED BY THE �❑ 0'D-
CURRENT EDITION FLORIDA BUILDING CODE, D. w O w
U
-1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM 1 INCH SEPARATION.
- - ---T"'- 1.4'"'-SEE ITEM 7 BELOWELOCIT FORRRICAN Z O E(HUH SEPARATION REQUIREMENTS THATMAV MAYBE FOR WIND20NE51,2,-3 AND'4 NOT-INCLUOING' ----- — - m--Q-
0.050"Aluminum - -- - �-
THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
Design Pressure. Mld-Point ..
Max:Pagel
Len ttf L .P.do8l LBfigtli'.:: Fd5[011er[ �' 2. NON-MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09:
9 ( ) 2.1. THIS PRODUCTIS NOTTESTED OR APPROVED FOR ASTM E1996-09,THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON-MANDATORY
TOTHISAPPROVAL.
Positive Negative (in) Range(L)(in) Required per
Movation 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES I THROUGH 4,MISSILE LEVEL D.
28 28 144 from 138 to 144 yes 2.1.2. FOR NON ESSENTIAL FACILITIES(I.E.BASIC PROTECTION),SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT a O
31 _:i is ii31.:::: :::i 136i::::. '::f om.132 to 138:' !.;'.:;;.yes::':::.: REQUIRED. Lu u=
- - ---34—"' '--34�' ""132'="fNm'126-10`192'- -'-"" es-"`- - -- __ _ 2.1.2.1. THE MANUFACTURER RECOMMENDSTHE USER MAINTAIN A NON-MANDATORY MINIMUM 11NCH SEPARATION. Lj U 3
Y 2:13--FOR ESSENTIAL FACILITIES-SEPARATION OFTHE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FORTHE FOLLOWING. ? _00¢ o —
37 37 126 from 120 t0 126 yes 2.1.3.1. FOR ASSEMBLY HEIGHTS¢30 FT.IN WIND ZONES 1 AND 2,THE SEPARATION TABLE BELOW CAN BE USED. J Z °
40 40 120 from 114 t0 120 n0 2.1.3.2. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES 3 AND 4,THIS PRODUCT DOES NOT MEET ASTM E1996-09 REQUIREMENTS. LL w 0
43 43 114 from 108 to 114 n0 2.1.3.3. FOR ASSEMBLY HEIGHTS>30 FT.IN WIND ZONES 1 THROUGH 4,THESEPARATION TABLE BELOW CAN BE USED. F NQ
2.2. SEE SEPARATION TABLE BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAYBE EMPLOYED. JZod
ri
46 46 108 from 106 to 106 no w Uj n r m
47„ 47 :: 106- from102I0106: n0: SEPARATION REQUIREMENTS-HIGH VELOCITY HURRICANEZONE(HVHZ) Q w�0w i ,z
49:.:! .49 :: ..102:::.: ::from:961o102.::: no::: ° . F_C 3
1. PER THE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE,CHAPTER 44,THE w U Q�0 0
52 52 96 from 90 to 96 n0 STORM SHUTTER SHALL BE DESIGNED AND CONSTRUCTED TO INSURE A MINIMUM OF 1 INCH(25 MM)SEPARATION AT MAXIMUM DEFLECTION. O Z pd U Q
55 55 90 from 84 to 90 no 2. THE SEPARATION TABLE BELOW SHALL BE USED TO ASCERTAIN MINIMUM SEPARATION IS MAINTAINED MEETING THESE REQUIREMENTS. Q d J
58 58 84 from 78 to 84 no w
61 i 61 -:. Z8 :< from 72 to 78 no z N Qa N
64 ' 72 from Sato 72' "' ' no.. - `0.05W Aluminum-- 24 Ga.Galvanized Steel -- cal >U
72 72 56 from 43 to 56 no .Max Panel Minimum Separation Max.Panel Minimum Separation z 4
=a
0 to 43 a_
Length(L)(in)_ Distance(in) Length.(L)(in) . Distance(in)..... _
24 Ga,Galva nized:Steel 144 5.703 •. 144 .... 5.625 .. .... z
- .
.......
Design Pressure Mid-Point 138 138 5.594,...'..::::..:
ipgn Max Panel Length(y Panel Length Fastener
132:.. 5 547 1.32 5;563
Posutivui: NegatiJui (m)...; Range(L)lrnl :.Requlreli:pen: o
126..:.::Elevation .. 5,469. 126::. ... : 5..531:. 11
25 28 144 from 138 to 144 yes _._...;::.120: ... ...5,391 . ...... 120_.._,._....;::::::::::5.500......._...... Robed J.Amoruso
27 29 138 from 132 to 138 yes - :::'-: Florida P.F_No.49752
1:14;::::::'.:: ......... ..5:328 : :f...::::' :::.::::::::::.:.114:'::::::.:::.:::. :::::5.469:::'::::......:
29 31 132 from 126 to 132 yes.... ........ .. ... .... r�iuiuop
31.::::1 .: 32:::: i•'::'1z8..:..L:fromi120to126::: es:::.:.: 108 5:266 108:.': 5.438 .��`�p�EBgo.�ti
33 34 120 from 114 to 120 yes 106 5,245 „106 5..427
35>.::::. 35: L ....1f4.::... ::fromaO8to:1:14:i: '': no:"::::?. 1O2 5 203 E... 102 5.406 Qor N F
37 38 108 from 106to 108 no
38 39 106 from 102 ro 106 no :....96:... .. . : ::'.:.5A41::-'::. ::..:.:::...... 96 :: ...... 5.375.. ..:... -v1 ,aln3�) *~
9t STATE OF
39 41 102 trom96tot02 no 90. ...._ _5:078':::;:.::: .. 90' .... 5.344 ....... : oo�.
...
41 ': 44 96. from:90 to e6 .:: no--.: ...:' 84 ...:5:0'16 84 5 313
47 90:::.. .from 84 to.90 .:: no:::43 :.: 78. .... .... 4,963 ...78 5.281
45 50 84 from 78 to e4 no 4;913' ::::::::.. 72... :....::: ::: :: 6 250...:::::::.:::
47 53 78 from 72to78 no -:: 72::' = -••
49 56 72 from 56 to 72 no 56 4 779 55 5.167 PTc uc Design Group,LLC
54...,:'. 64:,; 56:F:. finm:43to5s:::: no:: .. 43 .:: 4671: - .43. .::. .5.099 Prod
54 71 43 O to 43 no.
........ ..... ..71 .. ,. P.O.Box 520775
-" `' Longwood•FL 3stion N 775
FBPE Ce2 of Fuuror¢elun N0.259]5
NOTE FOR SEPARATION TABLE:
1. THIS TABLE'S SEPARATION DISTANCE REQUIREMENTS ENVELOPE THAT REQUIRED BY ASTM E1996 AND THE CURRENT EDITION FLORIDA BUILDING
CODE,CHAPTER 24 AND THE CURRENT EDITION FLDRIDA RESIDENTIAL CODE,CHAPTER 44.
1 U.
1
'1
r
t
ey
m t
1/4"DIA. SUBSTRATE ANCHOR SCHEDULE
MIN.SPACING ON CENTER
SUBSTRATE MINIMUM MINIMUM BETWEEN DIAMETER ) 0_
FASTENER TYPE EMBEDMENT EDGE DIST. (O'C' =m Z
FASTENERS (in.) SPACING H tr_ O
TYPE STRENGTH (in.) (in.) (in) (in) O ^ lW-
? OFo 6w o
1/4"DIA.WOOD SCREW V LU F Z a
LAG SCREW S-P-F SG=D.42 1 T18 1 1 1/4 114 12 W <O w U o
TAPCON SG S-P-F SG=D.42 1 112 3/4 1 1/4 1/4 12 a t a
SAMMYS SHUTTER SCREWS S-P-F BG=D.42 1 1!2 314 1 1/4 1 4 12 d O W O v)
FEMALE ELCO PANELMATE S-P-F SG=0.42 1 7 8 3/4 1 114 114 12 O
ELCO PANELMATE PLUS I S-P-F SG=D.42 1 7/8 1 3% 1 1 114 12 m Q rc
1/4r'DIA.CONCR TE SCREW IN CONCRETE/MASONRY
ELCO CRETE-FLEX SS4 CONCRETE 3350 PSI 1 314 1 3/4 2 1/4 1/4 12
ITW TAPCON(CS) CONCRETE 2000 PSI 1 314 3 3 1/4 12 > o
ITW TAPCON(SS)(SC0T5) CONCRETE 3DOD PSI 1 314 21/2 3 1/4 12 co o LL
ELCO TAPCON CONCRETE 2700 PSI 1314 1 4 1/4 12 w a O
POWERS TAPPER CONCRETE 2000 PSI 1314 4 21/2 114 12 N
ELCO PANELMATE PLUS CONCRETE 335DPSI 1314 21/2 D 114 12
POWERS CALK-IN CONCRETE 2000PSI 718 2 11/4 114 12 Z o o
TAPCON SG CONCRETE 3295PSI 1314 1114 3 114 12 IW-
SAMMYS SHUTTER SCREWS I CONCRETE 1 3295 PSI 1 2 1/4 1 1 114 3 1 1/4 12 LL r Z j
u 2
1/4"DIA.CONCRETE SCREW IN CMU HOLLOW ¢
z o Q.
TAPCON SG Co 2
CMU HOLLOW 1500 1 1!4 2 1/2 3 1/4 12 z W M N m Z CO
SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1 1114 2 112 3 1/4 8 d Z O W
POWERS CALK-IN 1 1500 1 C00 1 718 3 2112 1/4 8 LL~ir n $ tuu
K(n} F W a
1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED o z Q o
y
Q d Q
SAMMYS SHUTTER SCREWS CMU GROUT FILLED 2000 2 1/2 1 1!4 3 114 12 W
EL
Z N
CMU GROUT N W
TAPCON SG FILLED 2000 1 3!4 1 1/4 3 1/4 12 V,�.. =0
�_
ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD,CONCRETE OR c=i
MASONRY SUBSTRATE ANCHORAGE.ATTACHMENT OF SHUTTERS TO = o i 1
BUILD-OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS
SHOWN ON SHEETS 2,3 AND 4 AT 12-1/2"ON CENTER. a
1/4-20 WASHER -
WINGNUTS ~
Robert J.Amoruso
114-20 X 3/4'KNURLED STUDS Fbdda P.E.No.49752
- -WITH WASHER--WINGNUT-OR
HANDLE BOLTED I 114-20 SIDEWALKPOWERS CALK-IN FOR
IN PLACE WITH DIRECT MOUNT
J!8 BOLT AND BUT
C'; No.19762 O'
* 3d+
9 t STATE OF
Ar•
2"X 8'MAX.X 1/8"ALUMINUM
PTO Product Design Group,LLC
ANGLE OR DIRECT MOUNT P.O.Boa 520775
PANEL NOTCHED AT BOTTOM Longwood,FL 32752-W75
TO PASS OVER STUD AND 114-20 BOLT WITH LOCKNUT FSPE C.M VALIMb tqn N0.25M
WINGNUT OR SIDEWALK 5-1/2"TO 7-1/2'FROM TOP&
BOLT AT SILL-EACH SIDE BOTTOM ON EACH SIDE
EGRESS SHUTTER ASSEMBLY