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141 Product Approval Menu>Product or Application Search>Apolication List>Application Detail
FL# FL12856-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived w,
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 Bernardo
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 Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
d 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 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FI_1.2856 R5 COI Index 2.pdf
FL12F356 RS CSI In�ep 3_pdf
FL12856 R5 COI Indep 4.Ddf
1-I1..17.856 R5 COI Inder.Ddf
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
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R5 Equiv Enuiv 2.pdF
FL128S6 R5 Eauiv Equiv 3.pdf
F1.12856 R5 Eouiv Equiv 4.pdf
FL12856 R5 Eq9 v EMuiVpf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/22/2015
Summary of Products
FL# Modelr 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 R5 II Dwq.po
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.pdf
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.
x12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels;;28ga;(.0.018')Steel,0.022"
' Alum(Perf and Non-Perf)�C ar-Poly arb(Full and Half)
Limits of Use Installation Instructions Z�
Approved for use in HVHZ:No FL12856 R5 II Dwq 2.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. FL12856 R5 AE Eval 2.pdf
See Evaluation Report and engineering drawing for Created by Independent Third Party:Yes
additional 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 II 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.pdf
Wind Zone 4.See Evaluation Report and engineering Created by Independent Third Party:Yes
drawing for additional limitations and conditions of use.
12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12856 R5 II Dwq 4.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 R5 AE Eval 4.pdf
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.
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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Product Approval ECAcceeptts:
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"SAFETY EDGE" & POLYCARB STORM PANELS F NAR00,P.E.
28ga (0.018") STEEL & 0.100" POLYCARB
GENERAL NOTES:
2 2 2 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A L�tG*;
'� PERFORATIONS "� 0.018"GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH IE,. � (gN m;cr
` 0.018"GALV STEEL ` (OPTIONAL) ,( REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC),THE ••,
0.378" 0.378' \ PERFORATIONS INTERNATIONAL BUILDING CODE(IBC)AND THE INTERNATIONAL��••• ��j.i
a `ry 2 a SAFETY EDGE o- N 2 (OPTIONAL) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE THE •4
ph fj. L 1 ph sr 1.125° (1/4'TYP) 1 py ¢,�. SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,&� �V�d
r"1°'t 'V` P. r-�---� }""1° I ,'p' I r, x1.25"i (1/4"TYP) E1996 SEE PRODUCT EVALUATION REPORT FOR ADDITIONAL ���z
0,378" --I- INFORMATION. GI �j bi p
`\CC 4.844' yy4.844" YYY 4.844" 2)2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN UI Q g U'
12°COVERAGE 6"COVERAGE 0.378' THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR =m a z"S
13.5"TOTAL WIDTH _ 7.531"TOTAL WIDTH Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. Z M q
3
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR III w 5S
STEEL STORM PANEL PROFILE STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE 3:Nl
1 a 1 b ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. (n�m
4°=1'-0" SECTION 4°=1'-O° SECTION o w s
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH w••
ASCE 7-10 AND CHAPTER 1609 OFTHE FLORIDA BUILDING CODE FIFTH O
EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR a
t__2"1 0.100'POLY- f__2°- �2••-1 NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
/ CARBONATE - 0.1001,POLY_ ANY ASSEMBLY AS SHOWN. N
1.216° ° -\ (*0.010") 1.216" CARBONATE0. GLAZING NG REQ IRU ED FOR ALL WIND ZONES THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE NO OWITH
OM W
ry d t98.413"TMOTALWIDTH
ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
?°r- �1.5°� CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING U)
0.75" JURISDIC ION5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM v5.000•- 1.25' �-I� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. r 2
12.5°COVERAGE AGE 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT ur15"TOTAL WIDTHWIDTH PROVIDE INFORMATION FORA SPECIFIC SITE. IF SITE CONDITIONS
DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED 09 n m
POLYCARB STORM PANEL PROFILE POLYCARB HALF-PANEL PROFILE ENGINEER REGISTERED ARCHITECT SHALL PREPARE S:)CUMECIFIC
R 1 C 4'=V-0" SECTION 1 4°=1'-0' SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. uJ
0.875° 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND a
n0.085"MIN SUPERIMPOSED LOADS IS OUTSIDETHE SCOPE OFTHIS
1/4-20 x 3/4"S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 3 p
3/16' SPACED AT: 05/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH c g
-12'O.C.UP TO 45 PS F 0.018"(MIN)GALV STEEL PANELS SUCH THAT NO TWO a a
° WIDTH UNLIMITED / V, c -6°O.C.UP TO 54 PSF T POLYCARBONATE,PANELS ARE ADJACENT TO EACH OTHER.
8 TOP MOUNT MOUNTING I D I ri 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN%-0 WAS HERED nS
(CONN AS REQ D) SECTIONSP 1 •,C ti WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7 I Q
p D / 0.080"TYP USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED.
-7I- / 05/8" 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
D THICKNESS t=0.018"CONFORMING TO ASTM A653,STRUCTURAL
QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
KEYHOLE Fy=44.58 KSI.
OPTIONAL STUDDED ANGLE WASHER 11) CLEAR POLYCARBONATE STORM PANELS WITH 12.5-COVERAGE
° 2 PERFORATIONS ' 3 SHALL BE MFD BYTRANSPARENT PROTECTION SYSTEMS,Inc.,AND K a=
e
zd o PLAN `GJ 6'=1'-0' 6°=1'-0" THOSE WITH 6.25°COVERAGE SHALL BE MANUFACTURED BY TOWN& o n�
e N w o VIEWS 1 3"=1'-0" ELEV I-r•--� COUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE $
En w EXTRUDED WITH THICKNESS t=0.100"(*0.010")AND SHALL BE a
MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER =
Z va - RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.908 KSI,
j y Z `\ 1 °.izsm i °w za FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 e
Ego g I 3/8" •Nw,sNax-- -rN:x,sFux-� 12) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS g*£ gEEg
ALUMINUM STEEL]-PAN NOTED3) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF F ; g
N -�--•
CLOSURE r,,\ CLOSURE ONE LABEL PER PANEL AS FOLLOWS: +
y b n /� S TOWN&COUNTRY INDUSTRIES
J4 FT.LAUDERDALE,FL e
1 � °'0b•� °'069• ASTM E1886,E1996&E330 MISSILE LEVEL D WPYRI°xf FEAKKLBEM7Pf+DOPE
i
o.�r °.u• FLORIDA PRODUCT APPROVAL NUMBER
m 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
° -- / o MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS, SCALe: -
s BOTTOM MOUNT - -_____\ - REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, PAGE OESCRIPTION:
(CONN AS REQ'D) uNAc 047 ans )• 7AMAC3 aos• FL)TEST REPORTS#04-004,#04-005,-006. -
ntlov O.xs ALLOY oar 15)TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
1 TYPICAL ELEVATION 3 KEYHOLE PUNCH FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED °
WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. I Q
1 N.T.S. 1 6"=1'-0" ELEV r,-,\ WING NUT WASHERED WING NUT 16) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, Caul
V NTS 7 NTS GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI.
FRA ENNARDO,P.E.
B,fNly � �•,
EXISTING HOST -
STRUCTURE ANCHOR PER EXISTING HOST �p
ANCHOR SCHED STRUCTURE,TYP ct�. U
BEND PANEL AROUND z N m
(DIRECT MOUNn 1 1/4" ` 7,1, CORNER&STITCH TO •••. RA
EMBED r-2°TO 5°—{ MAX GA•Cy ADJACENT PANEL '��Q••
4 5 I '.°'••' •% •G.pO WITH 1/4-20 BOLTS
•1-1/4. W NGNU SEAT 24° •� xxa
wo % 1/2"MIN, MAX O.C.(TYP) d
"i OVERLAP FASTEN PANELS TO GLE UI ->i "W
V EXISTING HOST t pD Z o g
ANCHORS AT 17"O.C.(USE ANY HOST STRUCTURE OR VAR STRUCTURE ',0.X1 g�w
a ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE W W •Ni W
COR UGATION VALLEY y 3
L MINIMUM z 2 TRAP MOUNT CLOSURE CLOSESTT.CORNER o W M
u GLAZIEXISTING I PER
RTION� 2 -0" PLAN VIEW EACH SIDE) .wi Q
SCHEDULE
4 CORNER CLOSURE
1 1/4-20 x 3/4"S.S m
8 STUDS SPACED AT: 2 N.T.S. PLAN VIEW ry
w -12"O.C.UP TO 45 PSF 1
L7 rn _ -6"O.C.UP TO 54 P.
1/4° N g
C3 1/4. MAXY� wt�S�
rMAX // 444�F�rrriiii�4 o
S EMBED i:.. .'t•,..--�a- ;.•.:.s:•;r; vFiOi' ¢�o
LI/4'MAX =v 6 O m
e 2
ANCHOR PER ANCHOR EXISTING HOST zm< tL
SCHEDULE(STUD STRUCTURE
ANGLE ATTACHMENT) -- ° i a
1 _ MOUNTING SECTION 11 3 WALL MOUNT CLOSURE C—\/�Eo
s2 3°=1'-O" 3"=1'-0° PLAN VIEW a a g
A?
CCo0
� 11
GLASS SEPARATION 1 AX///
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 95"
28ga(0.018' GALV STEEL PANELS SCHEDULE $
8 1. GLASS SEPARATION SCHEDULE
MAX LOAD: 154.0 psF
(REQUIRED ONLY IN ESSEMTAL FACILITIES) PROVIDES MINIMUM SEPARATION
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR
y MIN SPANS: 166" (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT ®® 0
(ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17"O.C. a ZS 8 St @
0 100_CLEAR POLYCARB FULL-/HALF-PANELS 28ga(0.018')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; f54 0(A ) ) g
-MAX SPAN: 9 2-(ALL MOUNTING CONDITIONS) MI OR BELOW 30'ABOVE GRADE: 5.375• SCHEDULE IS REQUIRED FOR USE WITH 53
-MIN SPANS: 24° (DIRECT MOUNT TOP&BOTTOM) MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST •�!'?'t'•.•�:.,,:,, R
15" (ALL OTHER CONDITIONS) GREATER THAN 30'ABOVE GRADE:5.375° 3. SEPARATION FROM GLASS IS STRUCTURE " a
REQUIRED 5S NTIAL FACILITI FACILITIES.WITHIN
hil .s@@@
0.100"CLEAR POLVCARB FULL-/HALF-PANELS BUILD-OUT 0WYURIFRAN(LEDRAADOPE
• MIN.GLASS SEPARATION FOR INSTALLATIONS
AT OR BELOW 30'ABOVE GRADE: 7.350" 5 MOUNT CLOSURE 15-2337
€ MIN.GLASS SEPARATION FOR INSTALLATIONS 3°=1'-0" PLAN VIEW scnLe:
.'s GREATER THAN 30'ABOVE GRADE:5.375' Z
PAGE oescuvrtom
E
ov�
ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) FRA BENNAR00,P.E.
ANCHOR SCHEDULE (DIRECT MOUNT) % p" `�"'��•,
G Spans Spans Spans Spans
LOAD Up To Up To Up To Up To gw�yy��wp�yF
s ANCHOR (psf) 5'-0" 6'-e" 7'-6" 9'-2" r LOAD Spans Spans Spans SpansTo
1/4"RW S.S.TAPCON W/ 33 16,0" 16.0" 16.0' 16.0" S ANCHOR (psf) Up To Up To Up To Up 2" ARA
1.3/4"EMBED,1-1/4"EDGE = 5'-0" 6'-8" 7'-6" 9'-2" _ �� rn
DIST.(3192ps1 MIN CONC) 38 16.0" 16.0" 16.0" 16.0" 1/4"PANELMATE(PLUS OR 3312.0" 12.0" 12.0" 12.0"
47 16.0" 16.G" 16.0" 16.0" FEMALE)x 1-314"EMBED N m:
_ (3350ps1 MIN CONC) 38 12.0" 12.0" 12,0" 12.0"
54 16.0" I6.0" 16.0" 16,0" •p• � er�;•�
45 12.0" 12.0" 12.0" 12.0"
1/4"ELCO ULTRACON 1-3/4' 33 16.0" 16.0" 16.0" 16.0"
EMBED,1'MIN.EDGE DIST. _ µ� 54 6.0" 6.0" 6.0" 6.0"
(2846ps1 MIN CONC) 38 16.0" 16_0" 16.0" 16.0" fu 33 12.0" 12.0" 12.0" 12.0"
1/4°ITW°SAMMYS SSC' 8
47 16.0" 16.0" 16.0" 16.0" °Cj WITH 1-3/4"EMBED
0- 54 16.0" 16.0" 16.D" 16.0" ANCHOR NOTES. zo (3295pslMINCONC) 38 12.0" 12.0" 12.0" 12_0" _$ V a��
u -- u 45 12.0" 12.0" 12.0" 12.0" Q W p
1/4°ALL POINTS SOLID-SET 33 16.0" 16.0" 16.0" 16.0" 1) "ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE 7 r m w
ANCHOR x 7/8•EMBED& 38 16.0" 16.0" 16.0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED, 54 6.0" 6.0" 6.0" 6.0" L
1-1/4'MIN EDGE DISI 1/4"ALL POINTS SOLID-SE7 33 12.0" 12.0" 12.0" 12.0' 3
(300opsl MIN CONC) 47 16.0" 16.0" 16.0" 16.0" 2) ENSURE MINIMUM 2"EDGE DISTANCE FOR ANCHORS ANCHOR x 7/e"
EMBED& W W'^
g TO CONCRETE&TO HOLLOW BLOCK,U.N.O. EDGE 38 12.0" 12.0" 12.0" 12.0" 3�"-�
54 16.0" 16.0" 15.9" 15.9" 1-1/4"MIN EDGE DISI
1/4"MILLENIUM MILLFAST 33 16.0" 16.0" 36.0" 16.0" DISTANCE OF 3/4°IS ACCEPTABLE FOR ANCHORS TO (3000ps1q MIN CONC) 45 12.0" 12.0" 12.0" 12.0" o LU x
W/1-3/4"EMBED,1'MIN. WOOD. N' L 54 6.0" 6.0" 6.0" 6.0" N p�T
EDGE DIST.(3275 psl MIN
38 16.0" 16.0" 16.0" 16.0" 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN
CONC) 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
WALL FINISHES. ri Spans Spans Spans Spans 16
Spans Spans Spans Spans 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE O LOAD Up To Up To Up To Up To w
P O ANCHOR (psf) 5'-0" V-8" T-6" 9'-2" ry
LOAD WITH MANUFACTURERS'RECOMMENDATIONS, _
ti Up To Up To Up To Up To \
s ANCHOR (Psf) 5'-0" 6'-B" T-6" 9'-2' 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 1/4'PANELMATE(PLUS OR 33 12,0" 12.0" 12.0" 12.0" u.
a BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL FEMALE)x 1-3/4"EMBED m y
1/4"ITW S.S.TAPCON W/ 33 14.5" 11.9" 10.6" 7.9" 36 12,0" 12.0" 12.0" '
1-1/4°EMBED,4"MIN.EDGE --- BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. (3350psi MIN CONC) --12.0- 18
DIST 38 12.6" 10.3" 9.Y' 6.9" 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, 45 12.0" 12.0" 12.0" 12.0" fY�8
47 10_2" 8.4" 7.4" 5.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT 54 6,0" 6.0" 6.0" 6.0" F'31 G rn
54 8.9" 7.3" 6.5" 4.8" FASTENERS ARE INTO ADEQUATE WOOD FRAMING 'x 1/4'ITW'SAMMYS SSC" 33 12.0' 12.0 12.0" 12.0"
MEMBERS,NOT PLYWOOD. u WITH 1-1/4°EMBED O O m
oa a o'm
1/4"ELCO ULTRACON W/ 33 16.0" 14.0" 13.1" 17.1" O
1-1/4'EMBED,1"MIN.EDGE 7) WHERE ANCHORS FASTEN TO NARROW FACE OF O 38 12.0" 12.0" 12.0" 12.0" Z m
DIST, 38 16.0" 13.5" Iz.2" 9.6" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER =°1 12.0" 12.0" m a
47 14.3" 11.7" 10.4" 7.8" OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE 45 12.0" 12.0" zw
DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD 54 6.0" 6.0" 6,0" 6.0" E a
54 12.4" 10.2" 9.1" 6.8" 1/4°ALL POINTS SOLID-SET 33 12.0" 12.0" 12.0" 12.0" K
FRAMING). WOOD STUD SHALL BE-SOUTHERN PINE' _
n 3 114"ALL POINTS SOLID-SEF 33 16.0' 16.0" 16.0' 16.0" ANCHOR x 71"EMBED,2° c
G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE
ANCHOR x 7/8'EMBED,2' 38 16.0" 16.0" 16.0" 36.0" NOTED. MIN.EDGE D ST. 36 12.0" 12.0" 12.0" 12.0" o O
O MIN.EDGE DIST. 45 12_0" 12.0" 12.0" 12.0" a o g
d = 47 16.0" 16.0" 16.0" 15.9" 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS �� m v
CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM 54 6.0" 6.0" 6.0" 6.0"
8 HENIUM 54 16.0" 15.]" 14.7" 13.9" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE
y 1/4'MILLENIUM MILLFASi 33 16_0" 14.9" 14.4" 13.3 SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 0
W/1-1/4"EMBED,1"MIN. 38 16.0" 14.2" 13.3" 11.6" SHALL APPLY. b LOAD Spans Spans Spans Spans ?�
EDGE DIST. 9 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" Up To Up To Up To Up To
47 ]6.0" 13.3" 12.0" 9.4" ) O ANCHOR (psf) 5'-0" 6'-8" 7'-6" 9'-2"
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY =
q--'� 54 14.9" 12.2" 10.9" 8.1" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER1/4"PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12.0"
HEAD('SIDEWALK BOLT')U.N.O. ? FEMALE)x 1-1/4"EMBED
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