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rduct Approval
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FL# FL11732-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Florida Shutters,Inc.
Address/Phone/Email 1055 Commerce Avenue
Vero Beach,FL 32960
(772)569-2200
dale@Floridashuttersinc.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Troy Bishop,P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL11732 R3 COI Indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/14/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/21/2017
Date Approved 10/10/2017
Summary of Products
FL# Mo , o Description
11732.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel Non-HVHZ
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11732 R3 i1 Dwo .odf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Design Schedule for Design Pressures FL11732 R3 AE Eval.Ddf
Created by Independent Third Party:Yes
_0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement -
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
cCFecl
Credit Card
Safe
t
0 .050" ALUMINUM STORM PANEL
NON-HVHZ %CEl
GENERAL NOTES •No PEO(
WIDTH UNLIMITED 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNEDANDIN
ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH
EDITION
7 FOR
TOP MOUNT MOUNTING A 20,:f1WG, z
'MOUNT
AS REQ7D) SECTIONS 0.062 USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER ASTM MrEi
2,250---4 AND E1996 STANDARDS.
ff STATE
Soo 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED!Ptr 5
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS ZE
USED FOR WOOD ANCHOR DESIGN.
0.094 3. POSITIVE AND NEGATIVE DESIGN PRESSURES i
0.094- THIS SYSTEM SHALL BE DETERMINED PER SEPARATE I CALCULATED FOR US11,8"ONA,
ENGINEERING IN /'It,
ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS till I >0�2
DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA
I OR NEGATIVE DESIGN fi ca
0.062 SHALL BE LESS THAN OR EQUAL TO THE POSITIVE
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. z '49 OtA
PLAN 0.37S 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED w
VIEWS PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. il:r,1003
32 S. MULTIPLE UNITS MAYBE INSTALLED TO UNLIMITED WIDTH AS SHOWN. 919
6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE OW
r-2.06-40.0 in
_T INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
tu
THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
"Hit HEADER FOR USE IN
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
zin I CONJUNCTION WITH THIS DOCUMENT.
0 CO7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING
I STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.
a. ALL STORM PANELS SHALL BE 5052-H32 ALUMINUM ALLOY AND HAVE A
MINIMUM THICKNESS t-0.050%
9 ALL EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY,UNLESS NOTED u
'
OTHERWISE.
-0.098 10.UNLESS NOTED OTHERWISE,FASTENERS TO Be 18-0 SERIES 300
0.094
ry NON-MAGNETIC STAINLESS STEEL,SAE GRADE 5,OR CADMIUM PLATED OR
........... 19 OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 3.3.7.2,
L ............ ri - SPECIFICATIONS FOR ALUM.STRUCTURES,THE ALUMINUM ASSOCIATION INC.,
................ -0.062 APPLICABLE FEDERALSTATE,AND LOCAL CODES.
KEYHOLE PUNCH DETAIL 0.375 ELTOCLOSE THE
M MOUNT-
9 11.HALF STORM PANEL CAN ONLY BE USED AS AN END PAN
B`0TTO1 MOUNT
(CONN AS REqD) REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDTH
12.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL it
PER PANEL CONTAINING THE FOLLOWING:
TYPICAL ELEVATION FLORIDA SHUTTERS,INC.
VERO BEACH,FLORIDA
N.T.S. U HEADER,` FLORIDA PRODUCT APPROVAL NUMBER
13.Top&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD
LT.LABEL LOCATION CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR V)SO.,
LABEL LOCATION <-.�
EXT.SURFACE HORIZONTALLY AS APPLICABLE.
EXT.SURFACE (!3,._ 14.USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY
12-(COVERAGE) MOUNTING CONOTTION. WASHERED WINGNUTS SHALL HAVE 0.865'MINIMUM
23W WASHER DIAMETER. �g 0
2.02-1 2.02--1 15.ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED
0.120 rM094 STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 0
1.731 KSI, _j 9
2 1 0.050* 0.1011 16.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS LL_ m
W§CRIBED IN THE ABOVE-NOTED BUILDING CODE,
1.05"
1',2',OR 3'--1 0,315
4, \��Ql
41.07'� t-2.06'-
OAS
0.125 w
0 090 TYP
ry
BUILD-OUT f 4 0.188
STORM PANEL L i-
LABEL LOCATION 6_.)"U" HEADER 2',3' -
EXT.SURFACE -T0.092
6. OVERAGE BUILD-OUT
2.02'
2.00-1 -ALT.MEL ifo.091 ANGLE T" TRACK
LOCATION
0.050" EXT.SURFACE
T 0.378
.
C4
1.05* Z) B-0.315D= m 0,46 14-1958
N LEG DIRECTION �T F -
'!T1 PIZ, 0 0.46; 1'
MAY BE REVERSED 0.188 IR SCALrJ
c!
A1.17"� 1.07" tI -.4 w 0.315T
0.090 TYP. Mgt DmAlmo",
r------------ --
------------- -4 -----
-7 MIN.2.LEG--j 0.091 4"ORS"T"to.12S -TrO.090TYP. DIRECTION
1a HALF HALF STORM PANEL LEG DIRECn.ON7 MAY BE REVERSED
MAY BE REVERSED
"F" TRACK "F" ANGLE TRACK
STUD ANGLE 4a ALT. STUD ANGLE
I
I
1 I
CAID I INU HUSI
STRUCTURE S lbIIN REUSI CONNECTION TYPE C2: 5txT�1SIIN' SI CONNECTION TYPE C3: I `II FRANK L.gNNAR00,
ANCHOR PER ANCHOR / RE ANCHOR PER ANCHOR \\\L\
' f SCHEDULE SCHEDULE
C� Ct
EMBED. �%'MAX -EMBED .MAX 3a `�a .• \1
T'..'f CON CTION TYPE C4: Yi MAX C
'm;'• DHEDULE
EDGE
IST' A PER ANCHOR ""7r —j- ,' _��•MAX IL7• NoPE00 654 =
q ox
EQ Q STA y U
�i (�••'., ORI �-. 'u1 nm YI 1
GLASS 3 GLASS ��/S�QNA I_ W u
SEPARATION a w I S w i2 z
PER SCHEDULE T" SEPARATION Z I— SEP <o [� a u9
PER SCHEDULE m a wLL
w a w PER SCHEDULE J S Z X t m z a d
n , w� ztn WW NW z
I i
EXISTING
9 QZ ya 3 QUy
GLAZING f w EXISTING a 9 EXISTING I m C [7j
4 4a GLAZING to GLAZING S w 'a w V=
EQ EQ K a "O .. j
o x 3'i w I
S.sSTUDS
AT 6'O.C. CONNECTION TYPE C3: I
AT
f - TYi MAX ANCHOR PER ANCHOR
Yi20x3i
SCHEDULE
S.S STUDS w• I :., ....w, v
AT 6.O.C. g EDGECONNECTION TYPE CS: wo•-• w D ''4'MAX Z
w DIST ANCHOR PER ANCHOR w O
SCHEDULE -'1-- L'- I••I n
'}-EMBED ,. -EMBED —[
Y4MAX
§ CONNECTION TYPE C 4 4a - rL
3 11UB IE CHO CHOR w�m�,V >
"H" SCHEDULE D—OUT "U" H `�` ice W.
1 STU ED ANGLE z CT MOUNT 3 STUB
im
Z N.T. MOUNTING SECTION .T.S. MOUNTING SECTION Z N.T.S. MOUNTING SECTION = E m i� z 0 I
S
XISTING HOST NG HOST
STRUCTURE CONNECTION TYPE C3: STRUCTURE CONNECTION TYPE C3: QJ.� m O 6
i ANCHOR PER ANCHORY,O,r o z GI
ANCHOR PER ANCHOR
SCHEDULE SCHEDULE rq rNi c ¢O i II
(-EMBED..: Y='MAX 1/4-20 MACHINE SCREWS +EMBED 1/4-20 MACHINE SCREWS L` o
LL AT 12"0.C,MAX "MAX °Z
--r-= AT 12'O.C.MAX w O !
R _L14"MAX Yi MAX O O 1
LL f'
�EQ EQ EQ EQ
O 6 I I I^I
Y4-20 4
DS zuJ
3 4 4a AT 6" NA
LAa
y GSS $
PER SCHEDULEa O PER SCHEDULE �SEPARATIO Z:, SEPARATION w SEPARATION
z
m w j rPER SCHEDULE a zEXISTINGEXISTING Q
GLAZING z a GLAZING ¢z EXISTING I 6
a 9 z %-20 x a/4 n< GLAZING B 3 I
LL %-20 x 35 a s S.S STUDSw
S.SAT w
C.:STUDS xw AT6'O.C. EQ p
- AT 6"O.C. w w
d s a ,.;....... a�G
6 .: -20x�
S.S STUDS y8
g orn ,.0 ...-O' I AT 6.O.C. I��R i
wO wO O E L. CONNECTION TYPE CS:
I—� '•"L"'—_ w I DIST.,' ANCHOR PER ANCHOR BIGPEdaDDS=
{;EMBED "MAX ,}--EMBED,., %.MAX � . SCHEDULE
CONNECTION TYPE C3: 14-1958 -
CONNECTION TYPE C3: ANCHOR PER ANCHOR SCAM, jf
ANCHOR PER ANCHOR SCHEDULE rlLae oPaaumoN:
y SCHEDULE -
2"x5" + "U" HEADER 2"x5" + STUDDED ANGLE DIRECT MOUNT
a BUILD-OUT F-TRACK rs F-TRACK r6 F-ANGLE TRACK
Z N.T.S. MOUNTING SECTION Z N.T.S. MOUNTING SECTION 2 N.T.S. MOUNTING SECTION // I
I i II
1, �!
•i! PW1NK L BE5�9NNARDO.P.E.
!141! �PEOW6
`� pb�• ��cErvse 1-5 20
k r No PED04654 O
ED
STATE OF ro Vi �i•
14• SPAN SCHEDULE: GLASS SEPARATION SCI ' ' UJ Zw g
BEND PANEL AROUND (9AX7 POSITIVE MAX INSTALLATIONS INSTAUATI 1 t fill"' �• ul U M p, i
CORNER&STITCH TO 1 1a ALLOWABLE MAX PANEL DESIGN PANEL LESS THAN 30• GREATERTWW 4 Q u7
R PRESSURES SPAN m n
G(1r'y ADJACENT PANEL WITH LOAD SPAN ASOVEGRAOE 33'ABQVEGRADE Z
•G O 30 PA 334.0 In
pF 1/,4-20 BOLTS & B'43 5.23• 1.10• g a
WASHIRED WINGNUTS 5 P 121.7 In m m
At 244'D.C. 30 PSF 8'-8• BJiO• 1.78• W L`
(TYP) ANCHORS AT 12"O.C.FOR 4D 123.7 In 8.80: 3.15• N K^ n
45 psf 11a.e In
p=S9psf OR LESS,OR AT EQ �� as i ax1• 126-
08.9
�
GLE � ..�...1 -.'•.^ B•O.C.FOR P=SOpsf OR EQ 308.9 In 40 PSF 8'4f' 8,80 20E• 1DW•.
FASTEN PANELS TO .a,p ..
EXISTING HOST i LESS(USE ANY ANCHOR 5 P6t 303.8 in t0=t• 8.80• 29t• +
HOST STRUCRIRE OR VAR STRUCTURE •7 4'
TO STUDDED ANGLE FROM ANCHOR SCHED) 0 P 99.a to gtg 52t• "2" h
(TOP&BOTTOM)LE P 95.S In so PSF 8'-0• 0.80' 238-
CORRUGATION VALLEY EXISTING HOST 0 P 89.1!n 9'A• g•gg• 251
STRUCTURE
CLOSEST TO CORNER P 83.2 In gtg• 5.73• tae" Q 1
(EACH SIDE) SO psf 78.0 to P5F g•.3• 0.80' 223' (� n i
BUILD-OUT 70P 6--W 5
1 CORNER CLOSURE 2 CLOSURE _ SP SCHEDU OTES: eoPSF e'er sem'' '�7' N
i N.T.S. PLAN VIEW ,4 N.T.S. PLAN VIEW 1. SPANS SHO IN"SPAN SCHEDULE"ABOVE
ARE MAXIMUM ALLOWABLE SPANS AT EACH GLASS SEPARATION
$ RESPECTIVE DESIGN PRESSURE. THIS SCHEDULE
�$ MAY BE USED FOR ALL PANELS MOUNTED WITH ANY SCHEDULE NOTES: }y r!
COMBINATION OF EXTRUSIONS OR DIRECTLYTO
HOST STRUCTURE. 1. ENTER GLASS SEPARATION SCHEDULE WITH = g Z N w
S.TABLES ABOVE ARE VALID FOR PANELS POSITIVE DESIGN LOAD TO DETERMINE MINIMUM m i3
MOUNTED HORIZONTALLY OR VERTICALLY, ALLOWABLE SEPARATION FROM FENESTRATION TO U)8
BE PROTECTED. Q-. '� z
2. SCHEDULE IS REQUIRED FOR USE WITH a '
POSITIVE LOADS ONLY.FOR SPANS OR PRESSURES
d BETWEEN THOSE SHOWN,USE NEXT HIGHER
VALUE. id a
EXISTING HOST 3. FOR INSTALLATIONS OUTSIDE ESSENTIAL O
O
STRUCTURE,TYP Z}tE GLASS 5 p ON SCHEDD OUTSIDE OF ULE S NOT WIND ONE 4, LL
1 la } 1 is 1/a• REQUIRED AND NO MINIMUM SEPARATION FROM ,
JJ4' I 1"TO S• MAX t THE PROTECTED OPENING IS REQUIRED. F y
„4" MAX"Y� 5 1 9 is
MAX
1/2'MIN �1NV X
OVERLAP RAM
EXISTING HOST ANCHORS AT 12.O.C.FOR P-59PsE OR LESS. 8 ] t
OR AT 8.O.C.FOR P=80psf OR LESS(USE ANY
STRUCTURE ANCHOR FROM ANCHOR SCHED)
of 3 WALL MOUNT CLOSURE 4 TRAP MOUNT CLOSURE
4•. N.T.S. PLAN VIEW 4 N.T.S. PLAN VIEW .. R
� 07PIWf3IfBir7fTAN0E70t�f55
14= 958
�1
rAca nraalmo»t
I
Ii
' I
I
' r
{
S PE0046549 NIABO,P.E.
2-1/2'MIN EDGE DISTANCE n {
LOAD Spans Up To 4'-0•' Spans Up To 8'-8" Spans Up To 11'-2" �� � '1,10ENg''•.'9 /�� �iTJ,
� NOTES: 13C1
_ ANCHOR CONN TYPE CONN TYPE CONN TYPE ANCHOR ' ! l 'N.
(Psq Cl I c2 C3 C4 I cs Cl a cT u cs Cl I cz n I u cs - 1C i
T."ITW TAPCON S.S. o PE0046549
35 6.0" 12.0•'12.0"12.0"12.0•' 6.0" ILO"12_0"12.0"12.0" 6;0" 12.0"12.0"12.0"12.0" 1. ITW TAPCONS SHALL BE 410 S.S.55MIN.ALL OTHER ANCHORS _* {
WITH 3".•MIN EMBED 45 6.0" 12.0"12.0"12.0"12.0" 6.0 12.0"12.0"12.0"12.0" 6.0" 11.8"12.0"12.0"12.0" LISTED HEREIN SHALL BE IN IN ACCORDANCE WITH
(3192ps1 MiN CONC) 55 6.0"112.0"12.0"12.0"12.0" 6.0" 12.0"120"12_0"12.0" 6.0" 11.4"12.0"12.0"12.0" MANUFACTURERS'SPECIFICATIONS. -b
( .
65 6.0"112.0"12.0"12.0"12.0" 6.0•' 11.4•'12.0"12,0"12.0" 6.0" 11.4"12.0"12.0"12.0•' 2. TAPCONS SHALL BE MANUFACTURED BY 1T1V. 'ELCO C ry ry
80 6.0•'112.0"12.0"12.0"12.0" 6.0" 11.4"12.0"12.0"12.0" 6.0" 11.a"12.0•'12.0'•12.0'• PANELMATE'ANCHORS FOR USE IN CONCRETE OR HOLLOW BLOCK �O�'•, STATE OF vi s
'A"ITW TAPCON SG 35 6.0" 12.0"12.0"12.0"12_0" 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"12.0"12.0" SHALL BE FEMALE ONLY. % '�CORIDT;.•'•.• VJ 4k
3. ENSURE MINIMUM 2-1/2"EDGE DISTANCE FORAM ANCHORS /i s G rn ui�L
WITH 131"MIN EMBED 45 6.0"112.0"12.0"12.0"12.0" 6.0•' 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"120"12.0" � s/ �\ uJ
Z (3295ps1 MIN CANC) 55 6.0"112.0"12.0"12.0 12.0" 6.0" 12.0' 12.0"12.D"12.0 6.0 Iz_0'12_0 12.0 12_0 TO NON-CRACKED CONCRETE&TO HOLLOW BLOCK,UNLESS NOTED �i//ONAL E 111 W
* 65 6.0"112,0'12.0"12.0"12.0" 6.0" 12.0"12,0"12.0"12.0" 6.0" 12.0"12.0"12.0"12.0" OTHERWISE. II/1111111 Z W 'u
112.0"12.0"12.0"12.0" 6.o" 12.0'•12.0"12.0"12.0" 6.0" 12_0"12.0"12.01_'12_0" 4. WHERE ANCHORS FASTEN TO NARROW FACE OF SPUD LI.
35 6.0"112.0"12.0"12.0"12.0" 6.0" 12.0"12.D"12.0"i2_o" 6.0" iz.0"12.0•'12.0'•12.0" FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x a IIl
V,"ELCO FEMALE PANELMATE x
(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR 'I' n C o z
WITH 31/i MIN EMBED 45 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"12.D"12.0" 6.0" 11.8"12.0"12.0"12.0" ANCHORS TO WOOD FRAMING). -f`T17 ,4 _
(3323ps1 MIN CONC) _75-
-6-1 6.0"112.0"12.0"12.0"12.0" 6.0" 12.0" . 12.D"12.0" 6.0" 11.3"12.0"12.0"12.0" V w
5. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE' In n®O w
* jpglp
65--.6.0 12,0"_ 6.0" 11.3"12.0"12.0"12.0" 6.0" 11.3"1x.0"12.0"12.0" G=0.55 OR GREATER DENSITY. V1 O j
80 6.0" 12.0"12.0•'12.0"12.0" 6.0" li:s ,o'•12.0"12.0" 6.0•' 11.3"12.0"12.0"12.0•' 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR p w
Y.-20 ALL POINTS SOLi0.5 12.0"12.0" ,0"12.0 "12.0" 6.0•' 12.0'•12.0"12.0"12.0" SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 'o w
W/1/e'MIN EMD 45 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0 "12.0" 0" 6.0" 10.5"12.0"11.2"12.0" STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. ~O ui I �I
(3000ps1 MI C) 55 6.0" 12.0"112.0"112.0"12.0" 6.0" 11.2"12.0"1 .D .0" 10.1"12.0"10.7"12.0" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING I
* _ 65 6.0"112.0"12.0"112.0"12.0" 6.0" 10.1"12.0"10.7"12.o•' 6. 10.7 12.0 CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO
d 80 6.0"112.0"12.0"12.0"12.0" 6.0" 10.1"12.0"10.7"112.0"16.0" 1"12.0"10.7"12.0" ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD.
R 11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER '
2-1/2•MIN EDGE DISTANCE A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT-)
ri Spans Up To 4'-0" Spans U To 8'-" Spans Up To 1'-2" U.N.O. Z ,Pi ri
o ANCHOR (py{� N PE CONN TYP 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT
= Cl C2 C4 CS Cl C2 4 I CS Cl 1 C2 1 C3 1 C CS ACCEPTABLE FOR USE.
'1 I:"ITV/TAPCON 5.5. 6.0" 12.0" "12.0"12.0" 6.0" 5.3" 5.6" 10.1" 6.0"13.8" 7.9" 4.0" 7.9•' 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND N w n S
EMBED .0"112.0 12.0"L2.D" 6.0" 3.8 .o" 7.9" 6.5"7 6.1" ,0" MAY BE USED FOR DIRECT MOUNT'INSTALLATIONS. W o
55 .0" 8.6' 9.0" 12.0" 6.0 3.0 6.4" .1" 6.4" 5.9" 5.9" <PIXX K
65 6...........0 6.6" I1.8" 7.0" 11.8" 5.9" 5.7•• 5.9" 5.9" 5.'• 1- w LL P! i
o =N a
Q �i y"ITW TAPCON SG .0" 12." 2,0"12_0" 6.0" 12. 2.0"12.0" 6.0"ISLS'12.0"12.0"12. ( .T. N Z a O
S3 m W/Ia/'MIN EMBED 4 .0" 12.0" 2.0"12.0" 6.0" Il. 2.0" .0"12.0" 6.0" 8.4"112.0" 8.9" 10. ' Y' O m�; f
55 6.0 12.0 12.0"12.0"12.0" 6.01' 8.9" 12.D" 9.5" 11_0•' 6.0" 8.1 12.0 B.6" 30, V O p, Z'
Ln IC mOI
I
65 6.0" 12.0"12.0"12.0"12.0" 6.0" 8.1'• 12.0" 8.6" 10.0" 6.0" 8.1" 12.0 8.6 10 N w m
"' 80 6,0" 12.0"12.0"12.0"12.0" 6.0" 8,1" " 8.6" 10.0" 6.0" 8.1" 12_0" i
p =
COFEE_PT6.0" 2.0"12.0 12.0"12.0" B. 12.0" 21206,0" 6.2"
W/1�. 12.0 " 20"
o ANCE o" 12.0"12.D"12 0"12.0" 6.0" 6.2" 120 6.0"14.5" 10.0" 4.8" 9.5"
3'MIN .0 12.0 12.0 12.0• 12.0' 6.0" 4.8" 10.6" .2" 10.0" 6.0"14.4" 9.7" 9.2" O65 6.0" 10.9"12.0"11.5" 12.0" 6.0" 4.4" 9.7" 4.6" 9.2" 6.0"14.4" 4.6" 9.2" o
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BD 6.0 8_1" 12.0"I 8.6" 12.0" 6.0" 4.4" 9.7" 4.6" 9.2 6.0 4.4" .7" 4.6" 9.2" LL
R 0 ALL PO 35 6.0" 12.0"12.0"12.0"12.0" ,0"12.0" 6.0" 12.0" 9.a" 12.0"
9 WIT a N EMBED 45 12.0"12,' ,0" fi.0" 8.9" 12.0" 9.5" .0"16.5" 12.0" 6.9" 12.0" {
q� 55 6.0" 12.0"1 4'= .0" fi. 6.3" 12.0" 6.7" 11.9" tie m yy
* a1t. 3N 65 6.0" 12.' 1?.0"12.0"12.0" 6.0•'1 6.3" 12.0"1 6.7" 11.9" 63) 67 12.0 6.7" 11.9"
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BO 6.0"lf.6 12.0 12.0"12.0" 6.0" 6.3" 12.0" 6.7" 11.9" 6.0"16.3"11210*-'. 6.7" 11.9" �
- 3/4"MIN EDGE DI s dLOAD 73 i1 �6a
G ANCHOR Spans Up To 4'.0" -'--EaB'-8•• Spans Up To 11'-2"
LL:? 6 ( CONN TYPE CONN TYPE CONN
= Cl I C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl I C2 I C3 C4 I CS sy
'/i TRV TAPCON 5.5. 35 6.0" 12.0"12.0 12.0"12_0" 6.0" 12;0"12.0"12.0"12.0" 6.0•'X12_0"12.0"12_0"112_0"
J 7F 14 WOOD SCREW 45 6.0" 12.0"12.0 12.0"12.0" 6.0" 12.0"12.0"12.0"12.0" 6.0"112.0"112.0"11.4"11.4" 44 a f
W/1%'MIN EMBED 55 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0•'12.0"12.0"12.0•' 6.0" 12.0"12.0"
(�. 65 6.0" 12.0"12.0•'12.0"12.0" 6.0•' 12.0"ALL!!!!11.1" 6.0" 12.0 12.0"
80 6.0" 12.0"12.0"12.0"12.0•' 6.0" 12.0"12.0"11.1"11.1" 6.0" 12.0"12.0"-11.1-
2
1.1"
)1"ELCO FEMALE P NELMA 6.0•' 12.0"12.0"12.0"12.0" 6.0" 12_0"12.0 12.0"12.0" fi.0" 12.0"12.0"12.0"12.0" t
p W/1%MIN EMBED 6.0" 12.0"12.0•'12.0"12.0•' 6.0" 12,0"12.0"12.0"12.0" 6.0" 12.D"12.0"12.0"12 f�lAl(IfR[IOO�F1Ti✓fS3
55 .o" 32.0"12.0"12.0"12.0" 6.0" 12.D"12.0-12.0"22.D•• 6.0•' 12.0"12.0••12.0•• .0" 14-19581
65 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"12_:0"120 6.0" 12,0"12.0"12. 12.0" d,.,.s
Bo 6.0" 12.0"12.0"112.011 12.0'• 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0" ,0"12.0" ePAII D•",�••••••••. j
)'i LAG SCREW 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"12.0 12.0" 6.0" 12.0" 10.8"10.8"
WITH 111/e MIN EMBED 45 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"10.8"10.8•' 6.0'• 1 12.0" 8.4" 8.4" 1
55 6.0" 1 2.0"12.0"12.0" 6.0" 12.0"12.0" 8.8" 8.8" 12.0"12.0" 8.1" 8.1"
tD 65 6.0" 12.0"12.0 ." 6.0" 12.0"12." .1" 6.0" 12.0"12.0" 8.1" 8.1"
C �80 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0•' 8.1•' 8.1" 6.0" 12.0"12.0" 8.1" 8.1" d f
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