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• FL# FL12856-R6
Application Type Revision
Code Version 2017
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@engineeringexpress.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 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 I. Bennardo
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 R6 COI IndeD1.2.3.pdf
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
hftps:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 fWvK4bEBhusG5°/`2bcgdcJAT4l UvLC7Ac3wE2vTs9LQ`/o3d%3d 1/3
1/25/2018 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R6 Equiv Equivl.pdf
FL12856 R6 Equiv Eauiv2.Ddf
FL12856 R6 Equiv Eauiv3.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL# Model, Number or Name Description
_..._..--_....._ —_.._...__------
12856.1 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 R6 II Dwgl.odf
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 R6 AE Evall.Ddf
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.
12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"
Alum(Perf and Non-Pert),Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 11 Dwg2.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: +54/-54 Evaluation Reports
Other:This product is not valid for use within the HVHZ. See FL12856 R6 AE Eval2.Ddf
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 R6 II Dwa3.Ddf
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 R6 AE Eval3.Ddf
Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party: Yes
for additional limitations and conditions of use.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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mall 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 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:
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Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4bEBhusG5°/a2bcgdcJAT41 UvLC7Ac3wE2vTs9LQ%3d%3d 2/3
"SAFETY EDGE" & POLYCARB STORM PANELS F L.EMDO,PE.
/
28ga (0.018") STEEL & 0.100" POLYCARB 7
GENERAL NOTES: }`�_ Na Eo 0
2 2 2. 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A
•� 0.018"GALV STEEL •� PERFORATIONS ~ 0.018'GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITTL ZOi
T (OPTIONAL) REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDIT
0.378• / 0.378' PERFORATIONS (2017),THE INTERNATIONAL BUILDING CODE(IBC)AND THE Wb
SAFETY EDGE .n 2
1.125' (1/4"TYP) t{' (OPTIONAL) INTERNATIONAL BUILDING CODE(IRC)CURRENT EDITION,FOI(�19)Z'S' L
1' !y I 'Is'•
1.25" 'L. SAFETY EDGE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASfM S N
' \ 0.378' 7�'• I t1.2r f (1/4"TYP) STANDARDS E330,E1886,d E1996 SEE PRODUCT EVALUATION RE '1Y a7
�� \y FOR ADDITIONAL INFORMATION. I lrlf I� 4>QU..
}--4.844' 4.844' 4.844•--� 2) NO 33-1/3%INCREASE IGN OF THIS IN ALLOWABLE STRESS HAS BEEN USED IN
+ .5'COVERAGE 6•COVERMV-- 378' Cd E1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGT. WIND LOAD N FACTOR W W 814
13.5'TOTAL WIDTH- 7.531'TOTAL VYIDTH g
;1 STEEL STORM PANEL PROFILE STEEL HALF-PANEL PROFILE USE WITH THIS SYSTE3) POSITIVE AND M SHALL BE DETERMINED PER TIVE DESIGN PRESSURES CALCULATED
AR ED FOR 03�:
1 OJL Y -C_-- ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE_
li to c W
4' 1'-0' SECTION 4' 1'-0' SECTION PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 0.
W
ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SIXTH Ct
EDITION(2017)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR
2" 0.100'POLY- 2" 2-1 NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR n
CARBONATE 0.100•POLY- ANY ASSEMBLY AS SHOWN. N
&( 0.010.)
CARBONATE 4) THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM n
R
$ .216t• 21 (*0.010") GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITHd . 0.7•
h ASTM E1996-09.IT IS
CRITERIA IS INDEPENDENTLY ADOPTED ADOPTED BOOPTIONAL
YTH THE AUTHORITY LL
JURISDICTION. W 8
1 �Y 5�, �5 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
1.25 5.000"_-� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
12.5•COVERAGE 4-6.25"COVERAGE 6) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT as S o
15"TOTAL WIDTH 8.413'TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS
POLYCARB STORM PANEL PROFILE POLYCARB HALF-PANEL PROFILE DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
q 1 C __.___..__ 1.I ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
4' 1'-0' SECTION Y 4•-I'-0' SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. g
E 0.875 7) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
0.085"MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS
1/4-20 x 3/4'S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS.
16' SPACED AT: 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH E
��` 05/16' 33
- - D D L -12"O.C.UP TO 45 PSF 0.018'(MIN)GALV STEEL PANELS SUCH THAT NO TWO Q
WIDTH UNLIMITED /. �� 2S -6'O.C.UP TO 54 PSF w r POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER.
TOP MOUNT MOUNTING-�_ , I a 9 No.3 KEYHOLE WASHER,,; ) REQUIRED ONLY WHEN 0 WASHERED
� (CONN AS REQ'D) SECTIONS -� ;•y ; 1 0�"� " WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7 IS
1 D D USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED.
.... _x........................_..................---_..T......_i.... 1 D 05/8" 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
�� I I THICKNESS t=0.018'CONFORMING TO ASTM A653,STRUCTURAL ---
}-2.000•-{ QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
OPTIONAL KEYHOLE W-44.sB KSI.
C2 STUDDED ANGLE WASHER 11) CLEAR
L M POLYCARBONATE
r TRANSPARENT PR
CARBOMPPANELS WITH
12.5[
� , COVERAGE
z
PERFORATIONS 6'=1'-0" � 1'
6'- -0•
THOSE WITH 6.25"COVERAGE SMALL BE MANUFACTURED BY TOWN d
w
N I PLAN 1 3'-1'-0' SHALL BE
_` ELEV r �rt•� COUNTRY INDUSTRIES,Inc.ALL.100-(RW PANELS SHALLLL
I
EXTRUDED WITH THICKNESS t=0.100'(*0.010")AND SMALL BE 2 C
J 4 MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
a J p I IN RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.908 KSI, g
FLEXURAL STRENGTH Fby-12.90 KSI,d FLEXURAL MODULUS IS 328.7 L(e � a9
Z E
3/8' �� -r1miLrwx� )--r-,sw--( 12) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS 6 g
'6 ry< ��� 5/8" r �f ALUMINUM STEEL]-PAN NOTED
PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF
Y- CLOSURE CLOSURE ONE LABEL PER PANEL AS FOLLOWS: p tt
3 I 4,-1,-0' 4' TOWN d COUNTRY INDUSTRIES !e 1
I FT.LAUDERDALE,FL �R
T""� G'0r�
ASTM E1886,E1996 d E330 MISSILE LEVEL DRI® �P�
' I a.r a..• FLORIDA PRODUCT APPROVAL NUMBER
14 STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
1H 7 BOTTOM MOUNT \ / � o�r_J_ b MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. -
_______ �_`_ 1 �. REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, PAal uuoJFTZM.
(CONN AS REQ'D) ____
E Iµ1[ any F lALMt1 a.m• FL)TEST REPORTS 104-004,iO4-005,&104-006.
Nt i TYPICAL ELEVATION 3 KEYHOLE PUNCH "'°' 1� IS)TOP d BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED i°f,�
WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. n
1 N.T.S. 1 6'-1'-0' ELEV6 WING NUT 7 WASHERED WING NUT 16) ALL BOLTS d WASHERS SHALL BE ZINC COATED STEEL C�ILJII
GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
NIS
NTS YIELD STRENGTH OF 33 KSI.
FRANK L BENNARDO,V.E.
``11111111 VEDW6549
l,.•'�yGENy
EXISTING HOST _` No PE0046549 p
STRUCTURE ANCHOR PER E)asT 'HOST
STRUCTURE'
ANCHOR SCHED TYP Q' - * `••� O
BEND PANEL AROUND
(DIRECT MOUNT) 1 1/4• `�•G CORNER&STITCH TO �pO STATE w ,. _
EMBED -Z"TO S' MAI( C�y ADJACENT PANEL _ F W F• s
v WITH 1/4-20 BOLTS �i �ORIDE`.•'• tlj-�
��1RyyyI _ 4 5 '1�• i tS 1�
N
ERED
��1/4" WINGNHlJTSATza � S��NALiE� ZW $uiu
O.C.(TYP) Q �> +
1/2"MIN MAX I�1111T� �<Q
OVERLAP FASTEN PANELS TOLE L.lAl Yl 1�
ANCHORS AT 17"O.C.(USE ANY HOST STRUCTURE OR V E STRUNCTURE Z"` N p t d
vzai ANCHOR FROM ANCHOR SCHED) T dDBDOIE'DT MGA W W ;a
MINIMUM w 2 TRAP MOUNT CLOSURE CORRUGATION VALLEY In cc
z CLOSEST TO CORNER rO w W
EXISTING
SEPARATION� n 2 3".1'-0" PLN VIEW (EACH SIDE)
GLAZING SCHEDULE a
f
"
1!Rc; I 1/4-20 x 3/4"S.S 4 CORNER CLOSURE
�
STUDS SPACED AT: 2 N.T.S. PLAN VIEW
w
-1 O.C.UP TO 45PS 1
r -6'O.C.UP TO 54 PF
I/4
EMBED T y0' Po
-71/4"MAX
2 z
ANCHOR PER ANCHOR EXISTING H057 -.g
R SCHEDULE(STUD STRUCNRE m f
ANGLE ATTACHMENn E o
1 MOUNTING SECTION WALL MOUNT CLOSURE , E
�g 'Z 3"-1'-0" Z 3"-1'40" PLAN VIEW a I+g
§ m
5 O a
U11/
— GLASS SEPARATION 1 MMA47"cy�c
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: > 3 $ �jp
zBoa(0.018")GALV STEEL PANELS SCH EDU LE 1. GLASS SEPARATION SCHEDULE11
MAX LOAD: *54.0 psT (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 q d �eA
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR 0 2 9Ci
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. I dBB8 d i f' �4
0.100"CLEAR POLYCARB FULL-/HALF-PANELS 2�(O.O1B")GALV STEEL PANELS")GALV STEEL PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR
• MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED)
MAX LOAD: *54.0 psf 5�6
AT. BELOW PA ABOVE GRADE: 5.375" SCHEDULE IS REQUIRED FOR USE WITH
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) • MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST
MIN SPANS: 24" (DIRECT MOUNT TOP B BOTTOM) STRUCTURE
15' (ALL OTHER CONDITIONS) GREATER THAN 30'ABOVE GRADE:5.375' 3. SEPARATION FROM GLASS LE g
3 REQUIRED ONLY WHEN INSTALLED ���E v e �!!
WITHIN ESSENTIAL FACILITIES.
0.100•CLEAR POLYCARB FULL-/HALF-PANELS BUILD-OUT
o'IPMClRflYN(L®lWmO vE
• AT OR BE OW30'ABOVE GRADE:
SEPARATION
INSTALLATIONS
0"
L 5ONS 5 MOUNT CLOSURE 15-2337
• MIN.GLASS SEPARATION FOR INSTALLATIONS
GREATER THAN 30'ABOVE GRADE:5.375" 2 3".1'-0" PLAN VIEW
PAY!Desc.1 TIom..
ANCHOR SCHEDULE STUD ANGLE ATTACHMENT) FRANK �NNARwO,PE
,LOAD saro sane sa«nS ANCHOR SCHEDULE (DIRECT MOUNT) ``���.1�"" ,� ..
a ,
Up To Up To Up To Up TO
`6CE. 8 j
ANCHOR 1p>rl s'-0^ 61-6' Ti' 9'•2• 173RD Spans Spore swot Scans # GEN
(� Up Te Up To UD To UD TO
U4•ITW BE 1-1/4'W/ 33 16.0" 16.0" I6.r 16.0" ANC1gR S'-0'• 6•-r T-6" 9'-2"
1-3/4'EMBED,MIN C EDGE 36 16.0" 16.0" 16.01 16.01 - 4: No PE0046549
DIST.(3192p!MIN 7DNQ 1/1^PANELM 314(PWS OR 33 12.0" 12.0'• 12.0" 12.0" -
17 16.0" 16.01 16.0" 16.01 FEMALE)x 1-3/1'EMBED +O
38 12.0^ 12.0" 12.0 12.01 N
K 16.0" 16.0" 16.01 16.01 (3350ps1 MW CONC)
1/4'EIOD ULTRACON 1-3/4' 33 16.0" 16.0" Ice" Ica, ® /5 12.01 12.0" 12.0" 12.01 -'t1
EMBED,1'M[N.EDGE DISE. 38 16.0" 16.0" 16.01 16.01 14 6.0" 6.r 6.01 6.0" ��Q STATE
(2B16pY Mol CONC) 17 16.0^ 16.0" 16.01 16.01 W[THIl y4'1EMBEDSc 33 12.0" I2.r 12.01 12.01 �'��'•.,•�(OR10�'. -G,\ Pn Y0117 h$
54 16.0" 16.0" 16.0" 16.01 .•• A4eN�
(3295psi MIN CONC) 38_ 12.0" 12.0" 12.01 12.0" �/,SS`/ •t_a\� W LLO N=
1/4'ALL POINTS SOLID-SET 33 16.0^ 16.0• 16.0" 16.0" u 45 12.0" 12.0" 12.0" y2.0" / NAL 41 o.
ANCHOR 7/B'EMBED6 is 16.01 16.01 16.0'• 16,p- ANCHOR NOTES: Sa 6.01 6A" 6.0" 6.0" '''0777711111
1-1/4'MIM EDGE DISE 0
(30710ps1 MIN cDNq 47 ts.o" 16.0" 16.0" 16.0" 1) 'ELCA PANELMATE'ANCHORS MAV BE ELCO FEMALE 1/4'ALL POINTS SOLID-SET 33 12.01 12.01 i2.r ii.r Z X Qt m a
u 16.01 16.01 15.9" 15.9• PANELMATE OR ELCO PANELMA7E PLUS,AS ILLUSTRATED. ANCHa1 x Ire•EMBED s 38 i2.r 12.01 32.01 12.01
1/4"MILLENIUM MILLFAST 33 16.0" 16.0" 16.01 M.0" ) 1'MIN EDGE D75T W W 4+w-• z
2 ENSURE MINIMUM 2'EDGE DISTANCE FOR ANCHORS (3aoDpsl MIN CONI) 45 12.r 12.0" 12.r 12.r ti
W/3-3/4-EMBED,V MIN.
_33
16 0" TO CONCRETE&TO HOLLOW BLOCK,U.N.O. EDGE ?�LL 0
EDGE DIST.(3275 Pel MIN 36_ 16.0' 16.0" 16.01
gg 777NC) a7 16.0" 16.0" 16.0 16.0" DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS TO 54 6.0" 6.0" 6.0" 6.0" w W s x v
54 16.0" 16.0" 16.0" WOOD. O W m
RR �'r 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN SpMW SpMo 5pw Sputa
rr Swne Spun spur Spree ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE �i Up To Up To Up To Up To
b+E` ANaloa (wo Up To UP To Up To Up To DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER g A'�' (� S-r 6'-r T-r r-r
5'-0" 6'-8•' 7'-6" 9•-r WALL FINISHES. 1/4^PANELMATE(PWS OR 33 12.0" 12.0" 12.01 12,0" V
1/4"ITW S.S.TAPCON W/ 1 33 14.5" 11.9" 10.6• 7.7 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE FEMALE)x 1-3/4"EMBED '-38--
112.0" 1Lr 12.01 12.01 _ n
-U4'EMBED,4'M01.EDGE 30 32.6" 10.3• 9.T 6,r WITH MANUFACTURERS'RECOMMENDATIONS. (3350ps1 MIN CONC)
DIST. S) ALL CONCRETE ANCHORS SPECIFIED HEREIN SMALL ® 15 12.0" 12.01 12.0" 12.01
7 10.2" LP 7A• Sb" 5/ 6.0" 6.0" 6.01 6.0"
S4 8.7 7.3^ 6.5• 4b• BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL
BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. 1/4"ITW'SAMMYS SSC 33 12.0" 12.0" 12.0" 12.0" rn�Y
y 1/4'ELCO ULTRACON W/ 33 16.0' 11.0" 13.1' 11.1' _
(i 1-U4^EMBED,1-MIN.EDGE 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, W
DIST 36 16.r 13.5• 12.2• 9.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT WTff1 1 V4.EMBED 1 0" 12 r 12.0" 12.0„
Q 14.3" ll.r 10.1" 7b• 45 12.0" 12.r 12.0"
FASTENERS ARE INTO ADEQUATE WOOD FRAMING H $
S4 12.1" 10.2^ 9.1• 6.0• MEMBERS,NOT PLYWOOD. 54 6.0" 6.0" 6.0" 6.0" SEB/ A
1/4'ALL POINTS SOLID-SET 33 16.0" 16.0" 16.0" 16.0" 7) WHERE ANCHORS FASTEN TO NARROW FACE OF U4'All POINTS SOLID-RT 33 12.0" 12.r 12.0" 12.0" p►i O�_ pC ai
ANK34OR x 7/0'EMBED,2' ANCHOR x 7/8•EMBED,r O Z `
MIN.EDGE DIST. M 16.0" 16.0" 16.0" 16.0" SND FRAMING,ANCHOR SHALL BE LOCATED IN CENTER MIN.EDGE DISE. 38 12.01 12.0" 12.r 12.0"
R n 16.01 16.0" 16.01 i5.7 OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4'EDGE a,ymo�rrt1 45 12.01 12.01 12.01 12.01
R �® 54 16.0" u.1^ 14.r 13.7 DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD p11c�7 St 6.0^ 6.0" 6.r 6.0"
1/4•MILLENIIIM MILUFAST 33 16.r 14.9" 14.1' 13.3•
FRAMING). WOOD STUD SHALL BE
-SOUTHERN PINE'
W/1-U{'EMBED,1•MIN. G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE
30 16.0' 14.2" 13.1" 11.6' b Swn6 Spon 5 nE S ;
EDGE DIST. NOTED. LOAD w wD+ - $7
47 i6.a' _13.3" 12.0^ 9.1^ 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS 0 ANCHOR (� Up To Up TO Up TO Up 7o
LL -54 14.9" 1x.2" 10.9^ B.1^ CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM x� 5'-0" 6'-r T-6• 9'-2•
ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE 1/4'ITW S.S.TAPCON OR 33 12.0- 12.r 12.r 12.0"
C Sporn Spam Scans Scans ELCO ULTRACON OR 814 d
LOAD SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 38 li.r 12.0" 12.0" 12.0-
APPLY. o
Jy NC UD TO Up To WTO Up TO WOOD SCREW OR SMS xr L
of ANCHOR (Psf) SHALL z•- 45 12.01 12.0" 12.r
=,n S-0" 6'-8" T-6^ 9'-2" 2'EMBED 12.01 ?a
1/4-ITW S.S.TAPCON OR 33 16.0" 15.7- 15.5^ 1S.2^ 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" E Dn®m S, 6.0" 6.0' 6.01
�i ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY h
ELCO ULTRACON OR 414 16.01 U.7 14.3" 13.2• 1/I"UG SCREW OR 33 12.0" 12.0" 12.0" 12.0"
HAVE EITHER A PAN MEAD,TRUSS HEAD,OR WAFER
WOOD SCREW O0.SMS x 1 D' HANGER BOLT x 2"EMBED 38 12.7" 12.0" 12.01 1101
z•-,2.�� �_� 47 16.0" 13.7 LTL" 10.r HEAD('SIDEWALK BOLT-)U.N.O. l9u
16.0" 13.3• 12.0" 9.3• p r 0"
p 45 12.0" 12.0" 12.0" 12.
N 1/4•LAG SCREW OR 33 16.01 1Sb' 13.7- 15.5 8 + x� 54 6.r 6.r 6.0• 6.r z
HANGER BOLT x I'TH 3;LA 1/1•ELCO PANEUUTE �-
i u 38 16.W 13.01 14.5' 13.1^ 73 12.01 12.0" 12.01 12.01 SSS g }
vU EMBED (FEN ALE,MALE,OR PWS)W/ 6}
k (L 47 16.0- 13.7 12.r 10.9^ 1-7/8•MIN EMBED 38 12.0• 12.0" 12.0" iz.0" 6
�+ 00 �® IS 12.01 12.0 12.01 12.0" 124N��� �6'I
x� 54 16.0" 13.4• 13.1" 9.5• * r_
w1 ELCO PANEIMATE 51 6.01 6.01 6.01 6.0" 39
33 16A" ll.!: 15.3• 13.2"
(FEMALE,MALE,DR PU157 W/ J .
1-7/8'MDI EMBED 38 16A" 14.7 14.3• 13.2' ii
* 47 16.01 13.7 12.01 10.r �rr1(( Scan Sw7W SP- SP.-
54 16.0- ll.r 12.0" 9.3" �Ap[ LOAD UD To Up To Up To Up To sp..
p o SII E
x ANCHOR (psi) 5'-0" 6'-6" 7'-6" 6-1" 9'-2" 6 $
r µ R LOADSPM 1° spaRs � Sin 1/1•ITW S.S.TAPCON OR 33 12.0" 12.r 12.01 12.01 ll.r 1
t] Up To Up To Up To Up To Up To 99
z,A (� 5'-0• 6'-B" Td• 6'-4•' 9'-2" ELCO ULTRACON OR 41438 Y y y
WOOD SCREW OR SMS x 12.01 12.01 12.0" 12.0" 12.0" C c G
1/1'ITW 5.5,TAPCON OR 33 16.0" 14.7 14.6• 13.7 13.1" z 2'EMBED �s IS 12.01 Iz.r 12.0" 12.)" 12.0"
ELCO ULTRACON OR 01 3B 16.01 34.0" 13.r 12.4" 12.0" C� 54 6.0" 6.0" 6.0" 6.0" 6.0"
hill,
WOOD SCREW OR SMS x 1 47 16.0- 139' 12.0" 11.1" 10.4' MPREOITRA1N LBBMN✓DO PE
z 2'EMBED ms's c Sn 1/4'UG SCREW OR 33 12.01 12.0" 12.0" 12.0" 12.0"
Y 54 15.1• 12.5 y1J" 10.6" 9.3" E V HANGER BOLT x 2-EMBED 38 12.01 12.01 12-V 12.01 12.01 15-2337
0 31/4• ER SCREW OR 33 16.0" 15.01 15.6" 35.t^ 15.3^ •'_� 45 12.r 12.0" 12.0" 12.0" 12.01 BCALe
Lei MANGER BOL�MBEO ED: 3p 16.0" 14.7 11.4• 13.r 13.3' gyyi 51 6.01 6.0• 6.01 6.01 6.11• PAW��'
p h 16.01 17.7 317 II.r 10.01 ;1/i UI'E
E p D 33 12.r 12.0" 110" 12.01 12.01 -
it o 16.0- 13.3" 12.r 10.T 9.1• (FEMALE.MME.OR PLL5)W/
1.7/B'MW EMBED 38 12.r 12.01 12.0" 12.0" 12.01
3 U4•ELCO PANELMA p 16.0" IS.r SS.r 15.1' 15-r
(FEMALE,MALE,OR MLS)W/ "�
1-7/B'MIN EMBED A 16.01 11,9' 11.3" 11.6' 13.2"
1 - 47 16.0" 13.7 12.r 11.01 10.01
K 16.0" 13.3` 12.0" 10.T 9.3'