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Product Approval Menu>Product or Application Search>Application List>Application Detail Q c
FL# FL12-856-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Qluation
Subcategory
Compliance Method rom a Florida Registered Architect or a Licensed
al Engineer
port-Hardcopy Received
Florida Engineer or Architect Name who developed Frank 1. Bernardo
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
4 Validation Checklist- Hardcopy Received
Certificate of Independence FL12856 R5 COI Indep 2.pdf
Ft t28S6 R5 COI Indep 3.pdf
FL12856 R5 COI Indep 4 pdf
FL12856 R5 COI Indep odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 .1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R5 Eguiv Eouiv 2.)d
FL12856 R5 EQuiv Eguiv 3.pd
FL12856 R5 Equiv Equiv 4.i3d
FL12856 R5 Eouiv Equiv.pdf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06122/2015
Summary of Products
FL# Model,Number or Name Description
112856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R5 H Dwo.pdf
for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
mpact slistant-Yes Created by Independent Third Party:Yes
Des1gn.1P sure:N/A Evaluation Reports
Other:Shutt meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval,ndf
'Mssile Level " "as defined in ASTM E1996. See Installation Created by Independent Third Party:Yes
instructions for ecific Design Pressure Ratings by size,
additional use Ii itations and installation instructions.
12856.2 Safety Edge"Storm Panels "Safety Edge"Storm Panels, 28ga (0.018"")Steel, 0.022"
a d
d for use
i pact sista'
ed
e
n
- Pr sum
Design
OtherShutt m
:
her.
_Msite Level
i
instructions for
additional use Ii
Alum (Pert and Non-Perf), Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
D
Approved fb use in HVHZ:No FL12856 R5 II Dwo 2.j)d
f u
Approved use outside HVHZ:Yes Verified By: Frank L Bennardo, P.E. PE0046549
Impact R isti
Impact R istant:Yes Created by Independent Third Party: Yes
Desig ,u.
Desig ressure.+54/-54 Evaluation Reports
r)df
T17
is product
This product is not valid for use within the HVHZ. FL12856 R5 AE Eval 2
See Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes
limitations and conditions of use.
12856.3 24ga Steel Storm Panel 24ga (0.0232") Steel Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856 R5 11 DwQ 3.pdf
Approved for use outside-HVHZ:Yes Verified By: Frank L Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+100/-100 Evaluation Reports
Other:This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3-i3df
Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes
for additional limitations and conditions of use. I
12856.4 Aluminum Hinged Storm Panel _F050"Aluminum Non-Porous Hinged Storm Panel
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12856 R5 II Dwq 4.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE-Eval 4j3df
Missile Level "D"as defined in ASTM E1996. See Installation Created by Independent Third Party:Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
ED
Contact Us::2601 stair stgne Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is a.ANEW employer.Copyright 2007-2013 State of Florida.::Privacy Statement:*.Accessibility Statement;:Refund Statement
"SAFETY EDGE" & POLYCARB STORM PANELS %.E.
28ga (0.018") STEEL & 0.100" POLYCARB
GENERAL NOTES: _g 'n
___I 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A L&G*; C9>tif 7a'
PERFORATIONS �2° I 0.018"GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH'S E.o ri
0.018°GALV STEEL t
T (OPTIONAL) ( REQUIREMENTS OF THE FLORIDA BUILDING CODE(FER),THE $ •, �$
0.378" \ PERFORATIONS INTERNATIONAL BUILDING CODE IBC AND THE INTERNATIONAL
0,378° (IBC) �•'.
SAFELY EDGE iv ? (OPTIONAL) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE THE k6r •ti Qi,
1• p -.=1',r-.-__ p y 1.125" (1/4'TYP) p� sr SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,0%. oV
1.25'" ry `�v. t----I ,,y I r, -1.25"•� (1/4"•YP) E3996 SEE PRODUCT EVALUATION REPORT FOR ADDITIONAL ����1 a
0.378" --f-r- INFORMATION, >u a
�--4.844" -=4.8 Y �CCC�-4.844" � 0 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN UI Q 6 Z
12"COVERAGE 6"COVERAGE 0.378' THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR L m$g W o
13.5"TOTAL WIDTH 7.531"TOTAL W[DTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. tv 9¢
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR W ''�m T4 S
STEEL STORM PANEL PROFILE n STEEL HALF WIDTH
PROFILE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE 3 2$
la =1'-0" SECTION '1'LI 4"=1'-O" SECTION ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. yo W a
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ,p w••
•ASCE 7.10 AND CHAPTER 1609.OFTHE FLORIDA BUILDING CODE FIFTH O g
EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR a
�2 "PO 2°'� �--2°-1 0NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
_CAR .100"POLY- ANY ASSEMBLY AS SHOWN.
�-
.216" 0.61 ----` 1,216" -�--•- ,( CARBONATE 4) THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM
0'75"
1 I "\ (30.010") GLAZING REQUIRED FOR ALL WIND ZONES 1N ACCORDANCE WITH
N ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
1.5° ry' `f' 1° 1" ti .f 1,5" CRITERIA I5 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING
0.75" JURISDICTION,
I Y 1( �/ 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM -?5,000"
}-- --� �--5,000°-� - TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. ce C
12.5"COVERAGE 1.25° 6.255COVER AGE 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT w of
15"TOTAL WIDTH 8.413"TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS
DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED o'n m
POLYCARB STORM PANEL PROFILE I POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC Zm�dd
4°=V-0° SECTION 1 d 4"=1'-0" SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 3
0.875" 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
_- 0.085°MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS (E
1/4-20 x 3/4"S,S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. J 6
3/16° - `� r SPACED AT: 05/16' B) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH $g
-12°O.C.UP TO 45 PSF 0,018"(MIN)GALV STEEL PANELS SUCH THAT NO TWO s
WIDTH UNLIMITED 1 /, 1` -6"O.C.UP TO 54 PSF To T POLYCARSONATE.PANELS ARE ADJACENT TO EACH OTHER.
OP MOUNT Q ) MOUNTING ���. �'� ' j�� p I " I 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN%"T9 WASHERED O 3f
CONN AS RE D SECTIONS P I .mi /2"� n 0.080"TYP ••. L WING NUT No,61S USED.WHEN LARGE WASHERED WING NUT N0,7 IS
D p I USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED,
1` D i -J--. •OS/g�� 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
- --------- / I I THICKNESS t-0.018"CONFORMING TO ASTM A653,STRUCTURAL
i QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
KEYHOLE Fy=44.5eKs1.
OPTIONAL �` LTUDDED ANGLE WASHER 11) CLEAR POLYCARBONATE STORM PANELS WITH 12.5-COVERAGE
S I 2 PERFORATIONS \2� 3 SHALL BE MFO BY TRANSPARENT PROTECTION SYSTEMS,Inc.,AND &
�d PLAN 6'=1'-0' 6" 1'•0" THOSE WITH 6.25'COVERAGE SHALL BE MANUFACTURED BY TOWN& a
VIEWS ], 3--V-0' ELEV )-r COUNTRY INDUSTRIES Inc.ALL POLYCARB PANELS SHALL BE g d
HERWISE
r EXTRUDED WITH THICKNESS t=0,100"(30.010')AND SHALL BE a a li a g
I MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
5 Z ,, - \ ++ p O MIs' RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH FY-8.908 KSI, ®� 1
f ma FLEXURAL STRENGTH Fby-12.90 KSI,&FLEXURAL MODULUS IS 328.7 Ll @ fl
i 1 aus•rm L KSI. v
' rMW,sMu:-� 12) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS ?g
\� ALUMINUM STEEL J-PAN N13)PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF
i ; CLOSURE O CLOSURE ONE LABEL PER PANEL AS FOLLOWS:
B, T --I-
" I 4 S TOWN&COUNTRY INDUSTRIES
4°=1'-fl" FT.LAUDERDALE,FL �k
1 :+ o.osr o.vtr-I
ASTM E3886,E1996&E330 MISSILE LEVEL D Caplp�H(gyy°(Lf&IpU,4°OPE
T o.e4• v,w• FLORIDA PRODUCT APPROVAL NUMBER
:�Jlll 14 STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
BOTTOM MOUNT \ // d MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS, --
(CONN
(CONN AS REQ-D) �` oas• o.1s REFERENCE CONSTRUCTION TESTING CORPORATION CCTC OF MIAMI, pAOE Ossrnxprsow
A=I' v.os• {• 7AMAc3 aos• FL)TEST REPORTS 004-004,#04-005,-006.
TYPICAL ELEVATION 3 KEYHOLE PUNCH vis' 15)TOP&BOTTOM TIONSDCTATE. SHOWN MAY BEWUNTEDNGEDAg
FIELD CONDITIONS DICTATE, PANELS MAYBE MOUNTED
WASHERETD WIDE BASE HORIZONTALLY WHERE APPLICABLE.
1 N.T.S. 1 6"=V-0" ELEV WING NUI' /�LA►AS H ERED WING NUT 16) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,
r,--\
N75 / �NTS GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI.
NNAR
•1•I'N.CESUl1/4ry••DO,P.
EXLING MOST
R ;
STRE ANCHOR PER EXISTING HOST *,
ANCHOR SCHED 1 STRUCTURE'NP Q! BEND PANEL AROUND
j (DIRECT MOUNT) 1/4" S�ly CORNER&STITCH TO ryA•• ^® �3y�
EMBED
2" No
M'4X�•',.'• , GCyCyO ADJACENT PANEL g��Q'•• ` j�.
��T/ �.•:•• r.. 4 5 .•'.t:'' AS
RF WITH 1/4-20 BOLTS ij,•��(' (��•
�:J .t..,., �//4" �} W NGNUTS AT 24" ''!•��i D.
4 1/2"MIN tdAX j O.C.(TYP) � �€
p OVERLAP GLE //n� Q L7 3
FASTEN PANELS 70 EXISTING HOST 1.�1 m Z
ANCHORS AT 17"O.C.(USE ANY $$
w HOST STRUCTURE OR VA0. STRUCTURE
+_+9 3
g ( ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE .Ni
4 ' (TOP&BOTTOM)AT
MINIMUM w r TRAP MOUNT CLOSURE CORRUGATION VALLEY
i EXISTING .SEPARATION CLOSEST TO CORNER ow
L GLAZING PER 2 3"=1'-0" PLAN VIEW (EACH SIDE) ti WO
SCHEDULE
I 4 "
I 1 1/4-20 x 3/4°S•S CORNER CLOSURE
Z N.T.S. PLAN VIEW
888 STUDS SPACED AT:
w -12"O.C.UP TO 45 PSF 1
6"O.C.UP TO 54 PSF 1/4" Y
— o MN4C MAXy� uj
// a
\ EMBED '+•'t:•"'''
r• L 1/4"MAX
2 zed
ANCHOR ER ANCHOR EXISTING HOST ,o
SCHEDU E(STUD STRUCTURE r� �
ANGLE TTACHMENT)
1 MOU NG-S CTION WALL MOUNT CLOSURE (—N J` KSjo
4'' 2
3'-1'-0' U)
•-1'-0" 3"2 =1'-0° PLAN VIEW
GLASS SEPARATION1 MA
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES:
u 28aa(0.018"1 GALV STEEL PANELS SCHEDULE 1. GLASS SEPARATION SCHEDULE '
' MAX LOAD: *54.0 psf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 gg A
MAX SPAN 9'-2" (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR �+
MIN SPANS; 26" (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT ®
16" (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17"O.C. L(8 189
0.100"CLEAR PO ARB FULL-/HALF-PANELS 28ga(0.018')GALV STEEL PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR
MAX LOAD: 154.0 PSI • MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED)
d AT OR BELOW 30'ABOVE GRADE: 5.3751 SCHEDULE IS REQUIRED FOR USE WITH q
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) •
MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST •' +:;a', i
MIN SPANS: 24" (DIRECT MOUNT TOP&BOTTOM) STRUCTURE -� T
15" (ALL OTHER CONDITIONS) GREATER THAN 30'ABOVE GRADE:5.375" 3• SEPARATION FROM GLASS IS '•
REQUIRED ONLY WHEN INSTALLED
WITHIN ESSENTIAL FACILITIES. r P fl Q
O.lOMIN•GLASS SEAATIONLFOR INSTALLATIONS BUILD-OUT C0PrWFMLB8W=PE
• AT OR BELOW 30'ABOVE GRADE: 7.350" 5 MOUNT CLOSURE 15-2337
• MIN.GLASS SEPARATION FOR INSTALLATIONS Z = s �r
GREATER THAN 30'ABOVE GRADE:5.375" 3" 1'-0" PLAN VIEW SCALPAOR OB9DR1fPLLOBr
a�
ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) FRA{7K1 BE N..,P.6
ANCHOR SCHEDULE (DIRECT MOUND
GSpans Spans Spans Spans o•
LOAD Up To Up To Up To Up To
= ANCHOR (Psf) 5'-0" 6•-8" 7'-6" 9'•2" ri Spans Spans Spans Spans C•k /
O LOAD Up To Up To Up To Up To
1/4"ITW S.S.TAPCON W/ 33 _16,0" 16.0 16,0 16.0" _ ANCHOR (psf) 5'-0" 6'-0" 7'•6" 9'-2" -
1.3/4-EMBED,1-1/4"EDGE 38 16.0" 16.0" 16.0" 16.0"
DISI'.(3192ps1 MIN CDNC) 1/4'PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12.0" *I U
47 16.0" 16.0" 16.0" 16.0" FEMALE)x 1.3/4'EMBED ry
30 12.0" 12.0" 12.0" 12.0"
16.0" 16,0" _16.0" (3350ps1 MIN CONC) 'O'. •'
54 36.0" 45 12.0" 12.0" 12.0"
1/4'ELCO ULTRACON 1-3/4' 33 16.0" 16.0" 16,0" 16.0" y OjL•F ,t r
EMBED,1'MIN.EDGE DIST. 30 16.0" 16,0" 16,0" 16.0" 54 6.0" 6.0" 6101• 6.0" '
2846 I MIN CONC 1 4'ITW'SAMMYS SSC' �tii, •�
( Ps ) / 33 12.0" 12.0" 12.0" 12,0"
47 16,0" 16_0" 16.0" 16.0" WITH 1-3/4"EMBED �„ g
54 16.0" 16.0" 16.0" 16,0" ANCHOR NOTES. 2 (3295ps1 MIN CONC) 38 12.0" 12.0" 12.0' .12.0" )UQ i
8 45 12.0" 12.0" 12.0" 12.0" <6 0`(9
1/4'ALL POINTS SOL1D•SET 33 16.0" 16.0" 16,0" 16.0" 1) 'ELCO PANELMATE"ANCHORS MAYBE ELCO FEMALE LO
ANCHOR x 7/8"EMBED 8 54 6,0" 6,0" 6.0" 6,0" '� W
1-1/4'MIN EDGE DIST 3B 36.0" 16.0 16,0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED, ry 9
(300opsi MIN CONC) 47 16.0" 16.0" 16.0" 16.0" 2) ENSURE MINIMUM 2"EDGE DISTANCE FOR ANCHORS 1/4"ALL POINTS SOLID-SET 33 12.0" 12,0" 12.0" 12,0" 14 W m
ANCHOR x 7/8'EMBED&
54 16.0" E�6
15.9" 15.9" TO CONCRETE B TO HOLLOW BLOCK,U.N.O. EDGE 1.1/4"MIN EDGE DIST 38 12.0, 12.0" 12.0" 12.0" 3
DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO (3000ps1 MIN CONC) 45 12.0" 12.0" 12.0" 12.0"
N
1/4"MILLENIUM MILLFAST 33 16.0" 16.0 16,0" WOOD. q,�E C3 W
W/1-314'
DIS EMBED,1"MIN. 38 ICE" 16.0" 16.0" 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN tl'If 113 54 6.0" 6.0" 6,0" 6,0" N p
EDGE DIST.(3275 psi MIN q
CONC) 47 16.0" 16.0" 16.0" ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
16,0" DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER
54 16.0" ry
WALL FINISHES. G Spans Spans Spans Spans
G Spans Spans Spans Spans 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WAD Up To Up To Up To Up To
LOAD Up To Up To Up To Up To WITH MANUFACTURERS'RECOMMENDATIONS. _ ANCHOR (psf) 5'-0" 6'-8" 7'-6" 9'-2"
(psf)
o ANCHOR
� x� 5'-0" 6'-B" 7'-6" 912" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 1/4'PANELMATE(PLUS OR 33 1210" 12,0" 12,0" 12,01-
1/4'
2,0"1/4"ITW S,S.TAPCON W/ 33 14.5" 11.9" 10.6" 7.9" BE INSTALLED TO NON-CRACKED CONCRETE ONLY,ALL FEMALE)x 1-3/4"EMBED P
$ BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. 3B 12,0" 12.0" 12,0" 12.0" {�
3-1/M1"EMBED,4"MIN.EDGE (3350ps1 MIN CONC) tl
o I
u 30 12,6" 30.3" 9,2" 6.9"
R DIST. _ 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, 45 12,0" 12.0" 12.0" 12,0" K
p
47 1o.z" 8.4" 7.4" s.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT -3wKwlp 54 6.0" 6.0" 6.0" 6.0" f�"' ��a m
'
6.5" 4.0"
S4 8.9" 7.3" FASTENERS ARE INTO ADEQUATE WOOD FRAMING 3 1 4'ITW"SAMMYS SSC' m
1/4ELCO ULTRACON W/ 33 16,0" 14.0" 13.1" 11.1"
MEMBERS,NOT PLYWOOD, � / 33 12,0" 12.0" 12.0" 12.0" 0.6•O m
' WITH 1-1/4"EMBED "
1-1/4'EMBED,1'MIN.EDGE 7) WHERE ANCHORS FASTEN TO NARROW FACE OF O m 38 32.0" 12,0" 12,0" 12,0 Z o d
DIST 38 16.0" 13.5" 12.2" 9.6" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER = 45 12,0" 12.0" 12.0" ^m'
12.0"
47 14.3" 11.7" 10.4" 7.8" OF NOMINAL 2x4(MIN)WOOD STUD(Le.3/4'EDGE -`
R DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD 54 6.0" 6.0" 6.0" 6.0"
m ��"" 54 12.4" 10.2" 9.1" 6.8" E
q 3 FRAMING) WOOD STUD SHALL BE"SOUTHERN PINE" ANC ALL POINTS SOLID-2" 33__12,0" 12.0" 12.0" 12,0"
1/41 ALL POINTS SOLID-SET 33 16.0" 16.0" 16.0" 16.0" ANCHOR x 7/B'EMBED,2" 38_ 12,0" 12.0" 12.0" 12.0" '6 O
ANCHOR x 7/8'EMBED,2" G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE MIN.EDGE DIST, FF O
38 16,0" 16.0" 16,0" 16.0" NOTED. � , 9 0
O MIN.EDGE DIST. 45 12.0" 12,0' 12,0' 12.0" p
6'. = 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS a
�I1 47 16.0" 16.0" 15,9" x'170 y '1'
�ttG�lY 59 16.0" 15.1" 14.7" 13.9" CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM 54 6.0" 6.0"
1/4'M7LLENIUM MILLFAST 33 16.0" 14.9" 14.4" 13.3" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE a3
SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE
W/1-114'EMBED,1'MIN, 38 16.0" 14.2" 13.3' 11.6" SHALL APPLY, Spans Spans Spans Spans
EDGE DIST, 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" LOAD .Up To Up To Up To Up To
O ANCHOR (psf) 5'-0" 6'-B" T-6" 9'-2"
5a Sa.9" 12.z" ID.9" e,i" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY x
HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1/4"PANELMATE(PLUS OR 33 12.0" 12.0" 12,0" 12.0"
HEAD('SIDEWALK BOLT')U.N.O. rz FE LE)x 1-1/4"EMBED
Spans Spans Spans Spans F 38 12.0" 12.0" 12,0" 12.0"
�O LOAD Up To Up To Up To Up To � � 45 12.0" 12.0" 12.0" 12_0"
01r-[ ANCHOR (psf) 5'-0" 6'-8" 7'•6" 9'•2" c K
p t9 54 6.0" 6.0" 6.0" 6.0" a g
v z 1/4'ITW S.S.TAPCON OR 33 16.0" 15.7" 15.5" 15.2" vU yy 99
£ 814 WOOD SCREW x r 38 16.0" 14.9" 14.3" 13.2" 1/4"18.8 STAINLESS STEEL 33 12.0" 12.0" 12.D" 12.0"
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