HomeMy WebLinkAboutProduct Approval 1'S
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•tf-i.s�;)i;�..,;�r=C�;�ti FL A FL12656•RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Emall 400 West McNab Road
Ft.Lauderdale,FL33309
(954)493-8551
torrd@bo-atum.com
AUtnOnZed signature Prank Bennard0
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Emall 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
torrOtc-alunicom
Quality Assurance Representative
Address/Phone/Ernall
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
.^Evaluation Report-Herdew Received
F oridaienglneer or Architect Name who developed the Evaluation Frank 1.Bennardo
Report
Florlda;Ltoense 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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL12856 RS COI Index 2.odf
FL12856 RS COI Index 3.Ddf
FL12856 R5 COI Index 4.00E
> ELI2856 RS COI TndeD.ndf
Referenced Standard and Year(or Standard) Standlard 7li8C
ASTM E1686 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL 12856 RS Ecuiv Eouly 2 odf
FL12856 R5 Eauly Eauly 3.odf
FL12856 RS Eauly Eauly 4.odf
FL12856 R5 Eouly Eautv,Ddf
Sections from the Code
9
FILE CW. .l
Product Approval Method Method 1 Option D .-...
Date Submitted 04/28/2015
Date Validated 04/29/2015
Data Pending F8C Approval 05/04/2015
. , • •
Ml
Date Approved 06/22/20LS
summary of products
FL i 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 Instruction
Approved for use InHVMNo FL12856 R5 11 Dwo.odf
Approved for use outslde:HVHZ.•Yes Verified By:Frank L.Bennardo,P.E.PED046549
Impact Redstants Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other Shutber meets reguIrements for"Wind Zone 4"and MWIC Laval"D" FL13856 AS AS Eval.ndf
as defined In ASTM E1996.See Installation Instructions for specific Design Created by Independent Third Party:Yes
r 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(Pert and
Non-Perf),Clear Polymrh(Full and Half)
Limlb of Use Installation InstrVdtone
Approved for use In FIVHZt No FL12856 R5 11 Dwa 2.od(
Approved for uses cuWdmHVHZ,Yes Verified By:Frank L Bennardo,P.E.PEOD46549
Impact Resistant-Yes Created by Independent Third Party:Yes
Design Pressure:+54/-54 Evaluation Reports
Othrt This product Is not valid for use within the HVHZ.Soo Evaluation FL12856 Its AE Eyal 2.edf
Report and engineering drawing for additional limitations and conditions of Created by Independent Third Party:Yes
use
12856.3 124ga Steel Storm Panel 24ga(0,0232")Steel Storm Panel with Optional Clear Panels
Limits of use installation Instructions
Approved for use In HVNZ:No F112856 R5 Ir Dwa 3.pdf
4 Approved for use outside HVHZ:Yes Verified By:Frank L Bennardo,P.E.PE0046549
Impact Resistants Yes Created by Independent Third Party:Yes
Design Pressures+1001-100 Evaluation Reports
Other This product Is not valid for use within the HVHZ or Wind Zone 4,See F1.12856_115_9E Eval 3,ndf
Eleluation Report and engineering drawing for additional limitations and Created by Indepandent Third Party:Yes
conditions of use,
12856.4 Aiuminum Hinged Storm Panel .050'Aluminum Non-Porous Hinged Storm Panel
Limits of U30 Disinflation Instructions
Approved for use InHVIIZtYes FL12856 RS 11 Dwo4.odf
Approved for use outside HVNZ•Yes Verified By:Frank L Bennardo,P.E.PE0046549
Impact ReflstsrrC Yes Created by Independent TTlrd Party:Yes
Dedgn Presaerel N/A Evaluation Reports
Others Strutter meets requirements for"Wind Zone 4'and Missile l.evel'D" FL12656_R5 AE_Eval 4.Ddf
as defined In ASTM E1996.See Installation instructions for specific Design Created by independent Third Party:Yes
Pressure Ratings by size,additional use limitations and Instalator
Instructigm
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'
"SAFETY EDGE" & POLYCARB STORM PANELS "'� `� '" •P.E.
28ga (0.018") STEEL & 0.100" POLYCARB
GENERAL NOTES: _i
I�. 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A L&,
PERFORATIONS 0.018°GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH 7�IE.p 1• L�fn I7¢t�
0.038•GALV STEEL REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC),THE s�'9•- ILJ/� �"�O��
J (OPTIONAL) PERFORATIONS INTERNATIONAL BUILDING CODE(IBC)AND THE INTERNATIO
0.3NA! �j�• M1'e"+
0.378" -\ \ SAFETY EDGE 78' F �r •'���•�
a? (OPTIONAL) BUILDING COD_(1RC)CURRENT EDITION,FOR USE QllTSIDE THE'�i� •
ha N v ha v 1.125 (1/4"Tom) p°ja ~ ys SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,
r1"1 ry sr.�fl-1.25••��ry `���� 0.378" �1"'1 (1/4"TYP) INFORMATION.1996SEEPRODUCT EVALUATION REPORT FOR ADDITIONAL
4.844"-� q.844•-�1 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN UI 6 a
g
12°COVERAGE 6'COVERAGE 0.378' THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR r m 3R w 3
Z
13.5"TOTAL WIDTH 7.531"TOTAL WIDTH 01=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. O Y 3
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR W w
STEEL STORM PANEL PROFILE STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE 3, ,
1a ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. w"
4'=V-0° SECTION 1 4'-1'-0' SECTION o
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ,p w
ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH G g
EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR
E¢ �2---j 0.100-POLY- �2 �2"•--+ NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
v _ N
CARBONATE 0.100"POLY- ANY ASSEMBLY AS SHOWN. ,o
(f0.010") �- CARBONATE 4)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM
1.216° 1.216° ry (f0.010") GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH -
0.75' ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
� .5" h ?S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING
-1 -'f ti •`Ik 1° 1° FV �--1.5" CRITERIA IS
\ 0.75' JURISDICTION. lu I1[/ 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
-5.000"-� T--5.000"-� 1 25" ��-5.0001,�--}� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
'd 12.5'COVERAGE 6.25'COVERAGE 6) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT �y ur ai
15"TOTAL WIDTH 8.413"TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS Ir+i O zF m
DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
POLYCARB STORM PANEL PROFILE L POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
1C id DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. `
4'=1•-0° SECTION 4°=1'-0° 0.875' SECTION 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND �IN II
0.085°MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS �✓ {{{g���'
T 1/4-20 x 3/4'S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS.
��3 16" I SPACED AT: 05/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH o g
d / `� I 12"O.C.UP TO 45 PSF 0.018"(MIN)GA&STEEL PANELS SUCH THAT NO TWO
WIDTH UNLIMITED D D �L $ -6"O.C.UP TO 54 PSF T POLYCARBONATE.PANELS ARE ADJACENT TO EACH OTHER.
TOP MOUNT MOUNTING I�°' A q '" ., 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN%"13 WASHERED
(CONN AS REQ'D) SECTIONS D n°i n I " WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7IS
I D D 0.080°TYP .L USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED. S
10 ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
5 ��` D i 65/8° THICKNESS t=0.018•CONFORMING TO ASTM A553,STRUCTURAL
aF - ----- _�_�- �2.000"� QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
I - KEYHOLE Fy=44.58KSI.
OPTIONAL STUDDED ANGLE WASHER 11) CLEAR POLYCARBONATE STORM PANELS WITH 12.5"COVERAGE
o I SHALL BE MFD BYTRANSPARENT PROTECTION SYSTEMS,Inc.,AND
a qa 2 PERFORATIONS 2 6'=1'-0' 6'=1'-0" THOSE WITH 6.25'COVERAGE SHALL BE MANUFACTURED BY TOWN&
J PLAN �,•� COUNTRY INDUSTRIES,Inc ALL POLYCARB PANELS SHALL BE Y �
a 3"=V-0° ELEV d a
VIEWS 1 r r EXTRUDED WITH THICKNESS t=0.100'(t0.010')AND SHALL BE n
w rn a I I MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER •3]
- \ >r RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy-8.908 KSI,
a w 0 °'npr FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 0 $ @
<� KSI.
f a w 3/8• -r imu,snnx--) -r Hui,snNc--� 12)ALL EXTRUSIONS SHALL BE 6063 T6 ALUMINUM ALLOY,UNLESS g$g9
E.
<� I �' / 5/8' \� ALUMINUM STEEL)-PAN NOTED11 ANELS SHOTHERWIALL BE PERMANENTLY LABELED WITH A MINIMUM OF i?a
iv CLOSURE CLOSURE ONE LABEL PER PANEL AS FOLLOWS:
5 TOWN&COUNTRY INDUSTRIES Id P
4'=1'-0° 4"=1'-0" FT.LAUDERDALE,FL
S aax�
i 1 oxw ASTM E1886,E1996&E330 MISSILE LEVEL D
"I� CWiRgMRWIXLBBiWIW PP
o.u• I o.u• FLORIDA PANELS
HAVE BEENDESAPPROVAL NUMBER
• 34) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. gC11LH,
&F BOTTOM MOUNT -------- --_\ °as� o.:s� REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, PAae oescalvrlox,
CONN AS RE
- ( Q`D) �-J wuc °.os M.s.
7nHnca °•°s FL)TEST REPORTS#04-004,9(14-005,&#XI4-006.
TYPICAL ELEVATION 3 KEYHOLE PUNCH /�Y ""°" °� 15)TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS ��
FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED
WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. �7
1 N.T.S. 1 6-=V-0' ELEV 6 WING NUT 7 WASHERED WING NUT 16)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, tiul
NTS N"'S GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI.
„�WWK_1,6E�ryARDO.P.E.
````o %\v,R.tlBs99lNN,~,ya
EXISTING HOST =
STRUCTURE ANCHOR PER EXISTING HOST
STRUCTURE
ANCHOR SCHED ,TYP *; IJ
1 BEND PANEL AROUND
(DIRECT MOUNT) IJq” `Sl,P CORNER&STITCH TO
{ 2"TO 5°—{ MAX GAG' ADJACENT PANEL l
EMBED I 4 y0 WITH 1/4-20 BOLTS
�'•.r^•'•. �. F &WASHERED ��•,,o- a
// WINGNUTS AT 24" •� n:
w� .a 1/2'MIN ��tAAX O.C.(TYP)
)i E OVERLAP FASTEN PANELS TO G� EXISTING HOST u t m LL ao
ANCHORS AT 17^O.C.(USE ANY HOST STRUCTURE OR VAR STRUCTURE +a W�tny ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE W •Ni 9 "
to (TOP&BOTTOM)AT
MINIMUM W TRAP MOUNT CLOSURE CORRUGATION VALLEY (n 3
CLOSEST TO CORNER o w s
EXISTING SEPARATION Z 3'=V-D' PLAN VIEW (EACH SIDE) ID Uj
GLAZING SCHEDULE
N a CORNER CLOSURE
1 1/4-20 x 3/4°S.S N.T.S. PLAN VIEW
a STUDS SPACED AT: Z -
'° -12"O.C.UP TO 45 PSF 1 E oo -6"O.C.UP TO 54 PSF MA4X°y _W. �
rM
EMBED 4•.. ••�...—_—TL. ;...:.M•.+•;�'
—r .r..... o 'aom
1/4"MAX i
ANCHOR PER ANCHOR EXISTING HOST �Pq x tL
SCHEDULE(STUD STRUCTURE
ANGLE ATTACHMEND
MOUNTING SECTION WALL MOUNT CLOSURE o
2 3"=1'-0" 2 3"=1'-0. PLAN VIEWBit
a 5
d
m
Q
GLASS SEPARATION 1 r1/4A4xy�c
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: g�
s 28ga(0.018")GALV STEEL PANELS SCHEDULE 1. GLASS SEPARATION SCHEDULE °E
w MAX LOAD: t54.0 psf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 Q �a
MAX SPAN: 9'-2' (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR TU
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"D.C.
$ 2Boa(0.018°)GALV STEEL PANELS OF INSTALLED STORM PANEL (USE ANY ANCHOR P
O.SOD"CLEAR POLYCARB FULL-HALF-PANELS MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCI ED) gg P
d MAX D f�.0 Psf . AT OR BELOW 30'ABOVE GRADE: 5.375" SCHEDULE IS REQUIRED FOR USE WITH Y
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) . MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST T.,•}• +:.r;, R
MIN SPANS: 24' (DIRECT MOUNT Top&BOTTOM) GREATER THAN 30'ABOVE GRADE:5.375" 3. SEPARATION FROM GLASS IS STRUCTURE @
15' (ALL OTHER CONDITIONS) REQUIRED ONLY WHEN INSTALLED �.
WITHIN ESSENTIAL FACILITIES. 1 e
0.100"CLEAR POLYCARB FULL-/HALF-PANELS BUILD-OUT FC0PVTMRMLB00P=PFATORBELOWE O�ABOVEGTION FRRARDE; 7.`so o"s 5 MOUNT CLOSURE MIN.GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30'ABOVE GRADE:5.375' 2 3'= - PLAN VIEW
E
FRA[IK Lam/ABDO,P.E.
ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) ANCHOR SCHEDULE (DIRECT MOUNT) IDPI
4�
ri Spans Spans Spans Spans ��� �•' �
LOAD Up To Up To Up To Up To
_ ANCHOR (P� 5'-0" 6'-8" 716" 9'_2" G LOAD Spans Spans Spans Spans •• �•-
1/4"ITW S.S.TAPCON W/ 33 16.0" 16.0" 160, 16.0^ (psQ Up To Up To Up To Up To
ANCHOR
1-3/4°EMBED,1-1/4'EDGE 38 16.0" 16.0" 16.0" 16.0" = W-O" V-8" 7'-6" 9'-2" rn
DIST.(3192psi MIN CONC) 1/4'PANELMATE(PLUS OR 33 12,0- 12.0" 12.0" 12.0"
47 16.0" 16.0" 16.0" 16.0" FEMALE)x 1-3/41 EMBED ;
16.0" 16.0" (3350psi MIN CONC) 36 12.0" 12.0" 12.0" 12.0" ^ N
S4 16.0" 16.0"
1/4-ELCO ULTRACON 1-3/4' 33 16.0" 16.0" 16.0" 16.0" •' ' 45 12.0'• 12.0" 12.0" 1201, %1O10
EMBED,1-MIN.EDGE DIST. � 54 6,0" 6.0" 6.0" 6.0" �;
38 16.0" 16.0" 16.0" 16,0" b 'l7
(2896ps!MIN CON[) WITH
1-'SAMMBE SSC 33 12,0' 12.0" 12.0" 12.0" h,
g 47 16.0" 16.0" 16.0" 16.0" WITH 1-3/4'EMBED F°�,• �° xa
ANCHOR NOTES: z 38 12.0" 12.0 12.0" .12.01, ui
Oz � 54 16.0" 16.0" 16.0" 56,0" (3295ps1 MIN CONC)
O 1/4•ALL POINTS SOLID-SET 33 16.0" 56.0 16.0" 16.0" s 45 12.0" 12.0" 12.0" 12.0" 44 Q Z u
ANCHOR z 7/8•EMBED& 1) 'ELCO PANELMATE-ANCHORS MAY BE ELCO FEMALE 54 6.0" 6.0" 6.o" 6.0" ZX ati m w 3
1-1/4'MIN EDGE DIST 3B 16.0" 16.0" 16.0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. iiWWi77
(3000psi MIN CONC) 47 16.0" 16.0" 16.0" 16.0" 2) ENSURE MINIMUM 2°EDGE DISTANCE FOR ANCHORS 1/a°ALL POINTS soLlo-sEr 33 12.0'• 32.0" 12.0" 12.0" 19
ANCHOR x 7/8"EMBED& W W,�
54 16.0° 16.0" 15.9" 15.9" TO CONCRETE&TO HOLLOW BLOCK,U.N.O. EDGE 1-1/4°MIN EDGE DIST 38 12.0" 12.0" 12.0" 12.0', �)y+ J
1/4"MILLENRIM MILLFAST 33 16.0" 16.0" 16.0" 16.0" DISTANCE OF 314°IS ACCEPTABLE FOR ANCHORS TO N L m
W/1-3/4°EMBED,i'MIN. WOOD. (3000ps1gMIN CONC) 45 12.0 12.0" 6.0" 1.0" o.
EDGE DIST.(3275 psi MIN 3B 16.0" 16.0" 16.0" 16.0" 3) MINIMUM EMBEDMENT SMALL BE AS NOTED IN 54 6.0" 6.0" 6.0" 6.0" b p
CONC)p� 47 16.0" 16.0" 16.0" 16.0" ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
54 16.0" 16.0" 16.0" 16.0"
DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER
N
WALLFINISHES. ri LOAD Spans Spans Spans Spans N
r! Spans Spans Spare Spans 4) ANCHORS SMALL BE INSTALLED IN ACCORDANCE Gi Up To Up To Up To Up To m
To Up To U➢To Up To WITH MANUFACTURERS'RECOMMENDATIONS. oo= ANCHOR (Psfl S-O" W-B" V-6" 9'-2" .. N
O ANCHOR 5'-0" 6'-8" V-6" 9'-2" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL
= 1/4'PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12.0"
e 1/4"ITW 5.5.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
1-1/4'EMBED,4-MIN.EDGE BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. (335opa1 MIN CONC) 38 12.0" 12.0" 12.0" 12.0"
38 12.6" 10.3" 9.2" 6.9" �$
° DIST. 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, ���p 45 12.0" 12.0" 12.0" 12.0•
47 10.2" 8.4" 7.4" 5.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT � b 54 6.0" 6.0" 6.0" 6.0"
54 8.9" 7.3" 6.5' 4.8'• FASTENERS ARE INTO ADEQUATE WOOD FRAMING 3 1/4-ITW'SAMMYS SSC N ¢m
MEMBERS,NOT PLYWOOD. ?f / 33 12.0" 12.0" 12.0" 12.0" �,6 e p
1/4-ELCO ULTRACON W/ 33 16.0" 14.0" 13.1" 11.1" WITH L-1/4"EMBED
�. 1-1/4-EMBED,1•MIN.EDGE 7) WHERE ANCHORS FASTEN TO NARROW FACE OF 0. 38 12.0 12.0" 12.0" 12.0" Z
38 16.0" 13.5" 12.1- %6" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER = m
q, DISi. 45 12.0" 12.0" 12.0" SLO"
R s 47 14.3^ 11.7" 10.4" 7.8" DI NOMINAL 2x4(MIN)WOOD STUD ORS TO EDGE c
DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD 54 6.0" 6.0" 6.0" 6..0 m g q
54 12.9" 10.2" 9.1" 6.8" 1/4'ALL POINTS SOLID-SET ur{u9�
FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE' 33 12.0" 12.0" 12.0° 12.0"
p 1/4"ALL POINTS SOLID-SET 33 .0" 16.0" 16.0" 16.0" G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE ANCHOR x 7/°EMBED,2' 12 0" 12.0" 12.0" 12.0" O
ANCHOR x 7/8"EMBED,2' MIN.EDGE D ST. 3
38 16.0" 16.0" 16.0" 16.0" NOTED. 12.0" 12.0" 12.0" "
0 MIN.EDGE DIST. 45 32.0"
q�gI� 47 i6.o• 16.0" 16.0" i5.9" 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS a g
I 54 16,0" 15.1" 14.7" 13.9" CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM 54 6.0" 6.0" 6.0" 6.0" of
ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE
1/4'MILLENIUM MILLFAST 33 16 f 1.4.9" 14.4" 13.3" SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE �•.
W/1-1/4°EMBED,1'MIN. 38 16.0" 14.2" 13.3" 11.6" SHALL APPLY. Spans Spain Spans Spans
EDGE DIST. 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ti LOAD .up To S To Up To up TO
47 16.0" 13.3" 12.0" 9.4" O ANCHOR (psf)
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY x 5'-O" W-8" 7'-6" 9'-2"
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914 WOOD SCREW x 2" 38 36.0" 14.9" 14.3" 13.2" O 1/4"SB-8 STAINLESS STEEL ,I
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.�.,�1/4"LAG SCREW x 2" 33 16.0" 15.8" 15.7" 15.5"
0j THREAD EMBED 38 16.0" 15.0" 14.5" 13.4" 8
w
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5'-0" 6'-8" 7'-6" 8'-4" 9'-2"
1/4'1TW S.S.TAPCON OR 33 16.0" 16.0" 16.0" 16.0" 16.0" v �p 45 12.0" 12.0" 12.0" 12.0" 12.0" 15-2337
z ELCO ULTRACON x 2•EMBED 38 16.0" 15.9" 15.9" 15.8" Ig,B" p Its 54 6.0" 6.0" 6.0" 6.0" 6.0" BC1LL[,
E ry IDO 1/4°18.8 STAINLESS STEEL 33 12.0" 12.0" 12.0" 12.0" 12.0" PwOE DESOP1PT10N1
�' 47 16.0" 14.7" 14.1" 13.4"' 12.6"
5` HANGER BOLT x 2•EMBED
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�u 1/4°TAG SCREW x 2' 33 16.0" 15.7' 15.6" 15.4" 15.3" 3� }EMBED J 44 12.0" 12.0" 12.0" 12.0" 12.0"
p EMBEDMENT i 54 &0" 6.0" 6.0" 6.0" 6.0"
89 LL EMBEDJ
38 16.0" 14.9" 14.4" 13.8" 13.3"
3 y, T 47 16.0" 13.9" 12.9" 11.8" 30.8"
54 16.0° 13.3" 12.0" 10.7" 9.4"