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FL# FL11732-R3
Application Type Revision
Code Version 2017
Application Status Approved RECEIVED
Comments AUo d 22�
Archived ❑ permitt! ?®
7rt
Product Manufacturer Florida Shutters,Inc. St C4 e C Ut,ent
Address/Phone/Email 1055 Commerce Avenue
Vero Beach,FL 32960
(772)569-2200
dale@floridashutters!nc.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.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL11732 R3 COT IndeD.Ddf
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 )a,e- oN, U
REvIEwE® F® FILE C®PY
CO®E COMPLIAE
ST® LUCIE COUNTY
OCC
I r �
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# Model,Number or Name 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 FI.11732 R3 ii Dwa .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
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 mail.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 emalIs 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 hem.
Product Approval Accepts:
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Credit Card
Safe
' A
. 1
FRANK L 0ENNAR00,P.E.
0 . 050" ALUMINUM STORM PANEL 'PE°°"S"
NON-HVHZ ;.�`�, .•`«E E
WIDTH UNLIMITED GENERAL NOTES t< "W6
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TE No PEO
TOP MOUNT MOUNTINGS ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION V617?FDR * 7h=t
(CONN AS REQ'D) SECTIONS 0.062 USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER ASTM E3 ,•_EIII88, Z w N m o S
AND E3996 STANDARDS. - y
- 1 - - .500 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED STATE
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS]SEEN` „
L USED FOR WOOD ANCHOR DESIGN. (� ••„ORI
0.094 0.094 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR US�A �'F(•"' .�• a u��,u
_ S '"
ACCORDTHIS ANCE E WITH THE GOVERNIJNG CODE.PRES UE REED PER SEPARATE NEERING QUI EMEINTS AS ���,DIVA ilt t
I m ti DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE a E w t
z ri 0.062 SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
¢J L PLAN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z
N o _ V_IEIVS 1i' 3,e" 0.375 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED Ni z
w w r r i; 6 �_2,06• PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. W Wto
^w w=
z�j I I �s 0.032 S. MULTIPLE UNITS MAYBE INSTALLED TO UNLIMITED WIDTH AS SHOWN. N m D p1
i N /'•• 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
z INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM O w
5,¢ "H" HEADER THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED O _
F(n I ' 2 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN w
CO7. FRE MIITNWITH THIS'HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING
4 STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.
I 1/2•
S. ALL STORM PANELS SHALL BE 5052-H32 ALUMINUM ALLOY AND HAVE A
2.250- MINIMUM THICKNESS t=0.050•.
9. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED V
i •• `` _ -_ .09 0.09
I 0 8 OTHERWISE.
• 30. UNLESS NOTED OTHERWISE,FASTENERS TO BE 18-8 SERIES 300 z
- ••_....
....._: 0 4 NON MAGNETIC STAINLESS STEEL,SAE GRADE 5,OR CADMIUM PLATED OR
1-4-A-4-1-1-1-J-4- _ _.._..__ ._..__....-.............- u+ OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH].3.7.2
----- * n SPECIFICATIONS FOR ALUM.STRUCTURES,THE ALUMINUM ASSOCIATION INC.,&
y BOTTOM MOUNT KEYHOLE PUNCH DETAIL 0.062 APPLICABLE FEDERAL,STATE,AND LOCAL CODES, zQ F zd
(CONN AS REQ'D) 0.375 11. HALF STORM PANEL CAN ONLY BE USED AS AN END PANEL TO CLOSE THE a'i n
2.06•---} REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDTH LL)
•--}0.032 12. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL ¢n z a0e
0 TYPICAL ELEVATION PER PANEL CONTAINING THE FOLLOWING: g
1
FLORIDA SHUTTERS.INC.N.T.S. VEROBEACH,FLORIDA ¢N'DEADER FLORIDA PRODUCT APPROVAL NUMBER o$w
N
LT.LABEL LOCATION U 13. TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD N m , E
LABEL LOCATION CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR $O a "
EXT.SURFACE EXT.SURFACE HORIZONTALLY AS APPLICABLE. Q N N O¢
MAX 5.238' 14.USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY
12"(COVERAGE) MOUNTING CONDITION. WASHERED WINGNUTS SHALL HAVE 0.865"MINIMUM ry u+ ¢
f-2.02^--1 t-2.02"-t WASHER DIAMETER. 1••1
15. ALL BOLTS&WASHERS SHALL BE LNC COATED STEEL,GALVANIZED a� o
* 1.73J 0.120 0.094 STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 0 =
R 0.050' KSI. J =
1.17' 0.101 16.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS a
o P�LESCRIBED IN THE ABOVE-NOTED BUILDING CODE. LL_
N ~
I 1.05" �I" -} 0.125
R 4 -1- t--•1',2',OR 3'� 0.315 r g",'"$ 1"�R
1.01"� -}1.07'}- c!
14.375"(TOTAL WIDTH) }---2.06'•--� N T' 0.090 TYP.
�}LWLrYSii'1ShV �
STORM PANEL BUILD-OUT 1 0.125 046 4}0.188 . a
LABEL LOCATION 1 ,�"U" HEADER L 1121g . 1 i
6.00"(COVERAGE) i 2',3',4'OA 5' -tt-0.0929 i
BUILD-OUT
rzao^ f LT.
LOCATION
TTT���� �0.091 ff o.lzs J ANGLE "F" TRACK g �
0.050" EXT.SURFACE I a
0.378 }-0.1900DnW ,
$T LEG DIRECTION ..T I I 0.315 -�L 4 58
T1.0�7•T g
c MAY BE REVERSED 04655- x0.188 N 0.46�If
.315' uu[, '
8.332"HALF PANEL -� _ ,y �_ .1. '" 0.090 TPAG!DEMRIMON,
cc==--- _
TDO RM PANEL LEG DIRECTION MIN.2'LEG-}0.091 T--2',3',4.OR 5'-y TO.125
y�O.090TYP. X2.00-} LEG DIRECTION
\J MAY BE REVERSED
A��DANGLE MAY BE REVERSED pQ
v SALT. STUD ANGLE ,�"F" TRACK �"F" ANGLE TRACK 1,1
� LJ �
CX1D I1NU NUb I tXlb I1NU HUS I 1511N'HUS 1 PLUNK L BENNARDO,P.E
STRUCTURE STRUCTURE ANCHOR CONNEPER ANCHOR ON TYPE 1. UCfl1RE ANCHOCONNER ER ANCHOR ON TYPE 3. ``�11 I I I I gP 046549
SCHEDULE SCHEDULE
EMBED. MAX .EMBED 3a
CONNECTION TYPE C4: -j" % MAX MAX
O
' O EDGE ANCHOR PER ANCHOR ,:�- --� ' -• �'�+'M �; No E00 6549
DIST ' SCHEDULE o w
w I w p 2 W D = * LI
3Y MAX
STATE 05° y L!
EQ y
"LORI
EQ ��S
GLASS 3 a GLASS 1I 011111 1 w U =e=
SEPARATION a w SEPARATION z rr1n1 I� >t�
'�W
PER SCHEDULE T3 PER SCHEDULE z SEPARATION N w U aC y m =u
w N a W PER SCHEDULE a Z k O m
Q I z� WW
In zs 3jy" 0u
EXISTING s EXISTING a z EXISTING N N Kn
GLAZING 4 4a 11' GLAZING w GLAZING f e w"s
EQ EQ cc
n Y4-20 x 34 m i
S.S STUDS CONNECTION TYPE C3:
1
MAX AT 6.O.C. ANCHOR PER ANCHOR
..: ::.,..
Y,-20 x 3'i ' .'... SCHEDULE
S.S STUDS ,.m 1 wrri cw7� •�? (� n
AT 6'O.C. - S EDGE CONNECTION TYPE CS: p-• p +•MAXa "4
DIST ANCHOR PER ANCHOR
SCHEDULE --
EMBED
`1 .EMBED T;,•MAX14
•�' CONNECTION TYPE Cl:
U" 11 H HEADER H HEADER SCH U�ERANCHOR 11 11 BUILD-OUT U HEADER
II Q N
STUDDED ANGLE 2 DIRECT M 3 STUDDED ANGLE w o f N
s Z N.T.S. MOUNTING SECTION Z N.T.S. UNTING SECTION Z N.T.S. MOUNTING SECTION N$m 1
S EXISTING HOST EXIS G HOST p m
STRUCTURE CONNECTION TYPE C3: CTURE CONNECTION TYPE C3: Q N u1Di p
c /—AN-.RPIR-CHORANCHOR PE0.ANCHOR �'
a SCHEDULE 0 n
SCHEDULE
t-EMBED. MAX 1/4-20 MACHINE SCREWS ,EMBED 1/4-20 MACHINE SCREWS C o
0
" AT 12'O.C.MAX '�"MAX AT 12'O.C.MAX O z p
• MAX _LI/i MAX LL
w O �EQ EQ w p 6 EQEQ 3'i-20 x
3 ... S.S STUDS z I
4 4a AT 6'O.C.
GLASS GLASS GLASS w a I
SEPARATION =-, SEPARATION 7d p SEPARATION w R
PER SCHEDULE vagi w R SCHEDULE I PER SCHEDULE a i
EXISTING w 6 EXISTING =N EXISTING I B N GLAZING GLAZING 3'i-2 x,4 a¢ GLAZING Fff an< S.S STUDS jig
S�5 S�11D54 f n AT 6'O.C. f y �EQ�EQ 6�
AT 6"O.C. II
Y4-20 x 3/4
S.S STUDS
•g� wti I •,..w�. ,.W I AT 6.O.C. Ig R a@r
f .EDGE CONNECTION TYPE C5: 1 I
1, : ---111--- .1-.—_• .w .DIST.: III
}-EMBED MAX ANCHOR PER ANCHOR 07Pfp01RI9G7E071iD67iES4
EMBED '�•MAX L SCHEDULE
CONNECTION TYPE C3: 14-1958 I
CONNECTION TYPE C3: ANCHOR PER ANCHOR suu, I
ANCHOR PER ANCHOR SCHEDULE PAGE DtZO DN.
SCHEDULE i
2"x5" + "U" HEADER 2"x5" + STUDDED ANGLE DIRECT MOUNT I`
a�
® BUILD-OUT F-TRACK F-TRACK r6 F-ANGLE TRACK
Z N.T.S. MOUNTING SECTION 2 N.T.S. MOUNTING SECTION 2
N.T.S. MOUNTING SECTION
FRANK 9EN wo,P.E.
t1L111111/ IPE004654-299 !1ty
* NG PE004654 'a=
z it c $ z
STATE OF #M v
SPAN SCHEDULE: GLA S SEPARATION S
I / ^ MAX NuuIU w z
BEND PANEL AROUND /� ALLOWABLE MAX PANEL ITIVE MAX INSTALLATIONS INSTALLATI
�. J CORNER&STITCH TO 2 Ia POT
PANEL LESS THAN 30' GREATER THAN 4 Qa c g
-k PRESSURES SPAN W
R ADJACENT PANEL WITH LOAD SPAR ABOVE GRADE 30'ABOVEGRADE O
SJ,4-20 BOLTS& 3D P� 134.0 to 8'e' 6.23" Y.19' z'` p s z
4'F_ WASHERED WINGNUFS CS) P 136.1 In 3g PSF g'-g' 8.80• 1.78• W W. w.,W Z
AT 24•-O.C.(TYP) ANCHORS AT 12"D.C.FOR 40 321.21n 11'.r 8.60" 3.15• N,
P=59psf OR LESS,OR AT EQ 4 114.8 In ^"" gtg" I 8.23" 1.26• c w
......"'^, B"O.C.FOR P=80psf OR EQ P 168.9 in 40 PSF 8'8' 0.60- 2Z4-
55
A4- O S
FASTEN PANELS TO GLE EXISTING HOST 55 p 103.8 In
HOST STRUCTURE OR VAR STRUCTURE LESS(USE ANY ANCHOR 10'r 623 291• w
TO STUDDED ANGLE FROM ANCHOR SCHED) 0 P 95.5 In g:g• 6.23• 1.32•
TOP IL BOTTOM AT 6 P 95.5 in 60 PSF g•.8• 6.60• 2.30'
( ) EXISTING HOST 7o Pst 89.1 In
CORRUGATION VALLEY STRUCTURE 9'A• B.Eo• 261
P 83.2 in 8'8' 6.23• 1.39•
CLOSEST EACH SIDE) - 8'-3" 8.60• 223• (� n1p
. 80 psf 78.8 In 60 PSF
8'8• $23• 1.46•
BUILD-OUT - 70 PSF 7,�. ( $23• rZ-1
1 CORNER CLOSURE 2 CLOSURE SP SCHED NOTES: BOP6F 623• 162• In j
PLAN VIEW 4 N.T.S. PLAN VIEW 1. SPANS SHOWN IN"SPAN SCHEDULE"ABOVE pC a
a ARE MAXIMUM ALLOWABLE SPANS AT EACH GLASS SEPARATION Lu
- RESPECTIVE DESIGN PRESSURE.THIS SCHEDULE <
MAY BE USED FOR ALL PANELS MOUNTED WITH ANY SCHEDULE NOTES: ;H
COMBINATION OF EXTRUSIONS OR DIRECILYTO w 6 o w
HSS TA81E ROVE ARE VAi1D FOR PANELS POSITIVE DESISTRUCTURE. 1. ENTER GN LOAD 0 DETERMINE MINIS SEPARATION SCHEDULE MUM
= it$1 Z_ o
MOUNTED HORIZONTALLY OR VERTICALLY. ALLOWABLE SEPARATION FROM FENESTRATION TO
BE PROTECTED. 6'+ o
2. SCHEDULE IS REQUIRED FOR USE WITH ¢ Z
POSITIVE LOADS ONLY.FOR SPANS OR PRESSURES
n BETWEEN THOSE SHOWN,USE NEXT HIGHER i
VALUE. c
w
EXISTING HOST 3. FOR INSTALLATIONS OUTSIDE ESSENTIAL O o
STRUCTURE,TYP FACILITIES,AND OUTSIDE OF ASTM WIND ZONE 4,• ISL
a 1 la THE GLASS SEPARATION SCHEDULE IS NOT
: 1j4• ii REQUIRED AND NO MINIMUM SEPARATION FROM
1 la / 1�4„ -1"TO 5"� MAX ITHE PROTECTED OPENING IS REQUIRED.
MAX
(.MAX S y
OVER MAX d �� i
EXISTING HOST ANCHORS A712.O.C.FOR P-59Dsf OR LESS,
EE
STRUCTURE ANCHOR D.C.FROFOR P=80psf OR
SC ED LESS (USE ANY
1
s WALL MOUNT CLOSURE r4 P MOUNT CLOSURE
4 N.T.S. PLAN VIEW 4 N.TS. PLAN VIEW
y COPtT491NTI9[,1EEFtOiT;'FfS3
14-1958
/AOC bFdOtI►iIDN1
u,n {
FRANK
5PEOD46a49 L BENNAR00,P.E.
\\551511111!// i
2-1/2'MIN EDGE DISTANCE \\\\5��.••B -'rl
r LOAD Spans Up To 4'•0" Spans Up TO 8'•8" Spans Up To 11'-2" .•'�S�c Ns'• -9 oiL�ANCHOR (ps0 CONN TYPE CONN TYPE CONN TYPE ANCHOR NOTES: �:'•
= Cl I C2 I C3 I C4 I CS Cl I C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS No PE0046549 '� I
Y.'ITW TAPCON S.S. 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"112.0"12,0" 1. ITW TAPCONS SHALL BE 410 S.S.MIN.ALL OTHER ANCHORS z
WITH 1% 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•• 11.8"12.0"12.0"12.0•' LISTED HEREIN SHALL BE IN IN ACCORDANCE WITH -* -
(3192ps1 MIN CONC) 55 6.0" 12.0"12.0"12A•'1x.0" 6.0•' 12_0"12_0"12_0"12.0" 6.0" 11.4"12.0.12.0"12.0" MANUFACTURERS'SPECIFICATIONS. -"O L
65 6,0"112.0"12.0'•12.D"12.0'• 6.0'• 11.4"12.0"12.0"12.0" 6.0" 11.4'•12.0••12.0"12.01• 2. TAPCONS SHALL BE MANUFACTURED BY 11W. 'ELCO C p N
PANELMATE"ANCHORS FOR USE IN CONCRETE OR HOLLOW BLOCK %0•' STATE Of •+ vi $ 1
80 6.0"i12.0"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" SHALL BE FEMALE ONLY. i� •'•.;cCOR1OP,.•' r^ M !� 1
V4'ITW TAPCON SG 35 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" i ,•• VJ n SI
CHO
J RS
99ps1"MIN MIN
CONC)EMBED 55 6.0"112.0"12.0"12.0"12.0'• 6.0" 32.0"12.0"12.0"12_0" 6.0" 12Ii.0"12.0"12.0"12_0" T NON-CRACKEDNCONCRETE&TO HOLLOW BLOCK,UNLEIMUM 2-1/2'EDGE DISTANCE FOR ALLSS NOTED /ANAL E�G�W Z"x
z OTHERWISE. !!I I I I I t 115 Z w=••z
0 * 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'• 4, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD >U�.a z
_ 00 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" rrnn n 6 w !
J'ELCO FEMALE PANELMATE 35 6.0'•11x.0"12.0"12.0'•17.0" 6.0•' 12.0'•12.0.12.0"ix_0•• 6.0" 12.0'•12.0'•12.0"12_0" FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x LJ Ul w a m
(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE 1S ACCEPTABLE FOR 7
WITH 1Y."MIN EMBED 45 6.0" 12.0"112.0"112.0"12.0•• 6.0" 12.0"12.0"12.0"12.0" 6.0" 11.8"12.0'•12.0"12.0" L N
ANCHORS TO WOOD FRAMING). 11, • _J555SSSz
(3323ps1 MIN CONC) 55 6.11"112.0"112.0"112.0"12.D" 6.0" 12.0"112.0"12.0"12.0" 6.0" 11.3•'12.0'•12.0"12.0" 5. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE' W W W 16 o W
* 65 6.0"112.0"12.0"12.0"12.0" 6.0" 11.3"12.0"12.0"12.0" 6.0" 11.3"12.0"12.0"12.0" G=D.55 OR GREATER DENSITY. y K�S I
BO 6.0" 12.0"12.0"12.0"12.0'• 6.0" 11.3"12.0'•12.0"12.0" 6.0" 11.3"12.0-112.0'.12.0" 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR p w a w j
V.-20 ALL POINTS SOLID-SET 35 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" SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES e w
W/%MIN EMBED 45 6.0" 12.0"12.0"I2.0"12.0" 6.0" 12.0"12.0"12.0"12.0" 6.0" 10.5'12.0"111.2"12.0 STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. ~0 w
(3000ps1 MIN CONC) 55 6.0" 12.0"12.0"12.0'•12.0'• 6.0" 11.2"12.0'•11.9'•12.0" 6.0" 10.1"12,0"10.7"12.0" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING
�{ 65 6.0'• 12.0"12.0"12.0'•12.0" 6.0" 10.1•'12.0"10.7"12.0" 6.0" 10.1•'112.0"10.7"12.0" CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO
* UaJ
80 6.0" 12.0'•1L 12.0"12.0" 6.0" 10.1••12.0" 10.7"I2.0^ 6.0" 10.1•'12.0"110.7"12.0'• ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD.
11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER V A
2-1/2'MIN EDGE DISTANCE A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT-) ..
C Z
Spans Up To 4'-0" Spans Up To 8'-8" Spans Up To IS'-2•• - U.N.O. N
0 LOAD CONN TYPE CONN TYPE CONN TYPE 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT 1-4 e n
_ ANCHOR (P� Cl I C2 I C3 I C4 I C5 Cl I C2 I C3 I C4 CS Cl I C2 i C3 I C4 I CS ACCEPTABLE FOR USE. I
1 W ITW TAPCON S.S. 35 6.0"112.0-112.0"112.0"12.0" 6.0" 5.3" 10.1--15.6" 10.1" 6.0"13.8" 7.9•• 4.0" 7.9" 13. 11c DESIGNATES ANCHORS WHICH ARE REMOVABLE AND N "i Q Q
WITH 1%'MIN EMBED 45 6.0")12.0"12.0"12.0"12.0" 6.0" 3.8" 7.9" 4.0" 7.9" 6.0"'� 6.1" 6.0" MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. W
55 6.0" 8.6" 12.0" 9.0" 12.0" 6.0" 3.0" 6.4" 3.1" 6.4" 5.9" 5.9" 5.7" ¢rt O I
65 6.0" 6.6" 11.8" 7.0" 11.8" 5.9" 5.9" 5.7" 5.9" 5.9" I,.. U iL u. �
80 6.0" 4.9" 9.6" 5.2•' 9.6•• 5.9" I.W. 5.7" 5.9 5.9" 5.7" Z c g
Y4-ITW TAPCON SG 35 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"32.0"12.0" 6.0"131.5"12.0"12.0"12.0" _ ry Y p
m
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R I-n LOAD CONN TYPE CONN TYPE CONN TYPE ]
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A W/1% MIN EMBED 55 6.0'• 12.0"12.0 17.0"12.0" 6.0" 12.0"12.0"12.0"12.0" 6.0" 12.0"112.0"11.1"11.1"
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V'ELCO FEMALE PANELMATE 35 6.0" 12.0" 12,D"12.0"32.D" 6.0•• 12_0"12.0"12.0"12.0" 6,0'• 12.0"12.0 12.0 12.0" E
D W/A, 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" 12.0" 12.0"12.0 12200" LONTGIBBl11®dl1DtPPF.SS 1
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WITH 174'MIN EMBED 45 6.0•' 12.0"12.0"12.0"12.0" 6.0" 12.0"12.0"10.8'•10.8" 6.0" 12.D"12.V' 8.4 8.4" I(
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