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FL# FL12856-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 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.
R Validation Checklist- Hardcopy Received
Certificate of Independence FL12856 R5 COI Indep 2.pdf
FL12856 R5 COI Indep 3.pdf
FL12856 R5 COI Indep 4.odf
FL12856 R5 COI Indep.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
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6/16/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R5 Equiv Equiv 2.odf
FL12856 R5 Equiv Eauiv 3.pdf
FL12856 R5 Equiv Equiv 4.pdf
FL12856 R5 Eauiv Eguiv.pdf
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# 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 R5 II DWo.pdf I
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,
8 ' '
additional use limitations and installation instructions.
Safety Edge"Storm Panels "Safety Edge"Storm Panels, 28ga (0.018"")Steel, 0.022"
JAlum (Pert and Non-Perf),Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R5 II Dwg 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 i
Design Pressure: +54/-54 Evaluation Reports
Other:This product is not valid for use within the HVHZ. See FL12856 R5 AE Eval 2.pdf
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 II Dwg 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 drawing Created by Independent Third Party: Yes
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 Dwg 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 Eva[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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"SAFETY EDGE" & POLYCARB STORM PANELS
28ga (0.018") STEEL& 0.100" POLYCARB a�`o , 1;!"
GENERAL NOTES: ___
1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A
F--2 f---2"j PERFORATIONS �2°� 0.018'GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH T�IEq Qfp
0.018°GALV STEEL REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC),THE 'Q•, Q
T (OPTIONAL)
\ PERFORATIONS INTERNATIONAL BUILDING CODE(IBC)AND THE INTERNATIONALS��'•, ��•z
0.378° SAFETY EDGE 0.378° OPTIONAL •ti ♦��
N "z a 1 p H •? ( ) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE THE
ryp. I •PJ` ph P�, 1.125• (1/4'TYP) 1. ph r SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,
f'-1" v P��•1.25"t ry "1 ,ry• I 'Iv1.25"i (1/4"TYP) INFORSEE PRODUCT EVALUATION REPORT FOR ADDITIONAL
0.378"
TL
INFORMATION. U
4.844" � -4.844' 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN ui Q "Z d
12"COVERAGE 6"COVERAGE 0.378' THE DESIGN OFTHIS PRODUCT. WIND LOAD DURATION FACTOR N Q w E
13.5'TOTAL WIDTH 7.531"TOTAL WIDTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. Z
�� 3°m
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR W w
STEEL STORM PANEL PROFILEn STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE N� 3
SECTION i V 4"0 1'-0SECTION ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. c w
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ,O w••
ASCE 7-10 AND CHAPTER 1609.OF THE FLORIDA BUILDING CODE FIFTH •+O
EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR a
0.100°POLY- 2" NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
"POLY- ANY ASSEMBLY AS SHOWN.
CARBONATE 0.100
(10.010") CARBONATE 4)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM N
1�16�� ry 1.216 0 75" I`+ (10.010') GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH
ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
'r��--1.5" ��V "� 1°--{ 1° ti `��t-•1.5"� 0.75" JCRITERIA IS URISDICTION. ADOPTED BY THE AUTHORIfI'HAVING
5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM Ka
�-5.000-� 5.000" -� 1 25° ��5.000�� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. �a
12.5"COVERAGE 6.25°COVERAGE 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT ul rn $
15"TOTAL WIDTH 8.413"TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS ZI °O m
IVDEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
POLYCARB STORM PANEL PROFILE 11 POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
SECTION SECTION •L V 4"=1'-0" SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. f
0.875' 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND -�
y 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. VE
----{ `♦ r SPACED AT: 05/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH oo g
♦ -12"O.C.UP TO 45 PSF :�_, 7
0,018"(MIN)GAN STEEL PANELS SUCH THAT NO TWO WIDTH UNLIMITED D D ♦L o -6°O.C.UP TO 54 PSFPOLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER.
�a1 R9 No.3 KEYHOLE WASHER UIRED ONLY WHEN 0 WASHERED
TOP MOUNT MOUNT7NGp I mrr D I �`T '-' WING NUT No.6IS USED.WHEN RGE WASHERED WING NUT No.7IS 0
(CONN AS REQ'D) SECTIONS I , D D � I 0.080"TYP 1 USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED.
- -------------- 1-- 1I ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
♦♦♦ D � 05/8 THICKNESS t=0.018 CONFORMING TO ASTM A653,STRUCTURAL
_�_�_ �2 000°� KEYHOLE Fy QUALITYI GRADE 40,WITH G60 GALVANIZED COATING AND MIN
TOPTIONAL STUDDED ANGLE WAS 11) CLEAR POLYCARBONATE STORM PANELS WITH 12.5"COVERAGE
o SHALL BE MFD BY TRANSPARENT PROTECTION SYSTEMS,Inc.,AND
z PERFO RATIONS 2 6°=V-0' 3 6" V-0" THOSE WITH 6.25•COVERAGE SHALL BE MANUFACTURED BY TOWN& g�
w VIEWS ], 3"=1'-0" ELEV �-r--I COUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE Y�g�
J "dw r EXTRUDED WITH THICKNESS t=0.100"(10.010")AND SHALL BE
2, w G a T 1 MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
"z I Y - h RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.908 KSI, 3
TL j< i \ I °.� Z °'mss �XURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7
a o 1�-z•nw,s nnY--� �z•nw,s nnx�
8 12)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS qg
58" \, ALUMINUM STEEL J-PAN N113 PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF i
CLOSURE O
CLOSURE RE ONE LABEL PER PANEL AS FOLLOWS: w�
4 5 TOWN&COUNTRY INDUSTRIES L3 R
4'=1'-0° 4"=1'-0" FT.LAUDERDALE,FL .
u.nvr� °'069•-� ASTM E1886,E1996&E330 MISSILE LEVEL D
COPIPoWRFFNML6BlWADOPE
i o.ar o.a- FLORIDA PRODUCT APPROVAL NUMBER
14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. SCALE, -
BOTTOM MOUNT --------------\___�_ =o.zs� �O.zs•� REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, FADE DESCRIPTION:
-` (CONN A5 REQ'D) ``/ 7ANAC O,Os ), zAMAC3 o.os• FL)TEST REPORTS#04-004,#04-005,-006.
ALLD ass• ALLOY o.zs 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.
s1 N.T.S. 1 6"=1'-0" ELEV 6 WING NUT WASHERED WING NUT ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,
C GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
NTS NTS YIELD STRENGTH OF 33 KSI.
NAR00,P.E.
4RUCRE
II
ANCHOR PER EXISTING HOST i 1 •I
ANCHOR SCHED STRUCTURE,TYP F•P1 BEND PANEL AROUND * N m;
(DIRECT MOUNT) 1 ° •�y CORNER&STITCH TO .q'.
MAXM C ADJACENT PANEL O '
:r'.:•,! S°TO 5"—{ � ., �' ! ��O &WITH
1/4-20 BOLTS
1 4' WINGNUTS AT 24"1/2MIN h�AO.C.(TYP)OVERLAP FASTEN PANELS TO CALL EXISTING HOST 1.�1 t m z i
ANCHORS AT 17"O.C.(USE ANY HOST STRUCTURE OR VAR STRUCTURE w o
ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE .ryi 9 3 W
TRAP MOUNT CLOSURE
CORRUGATION VALn (TOP&BOTTOMLLEY L3G 3 u m
MINIMUM 2 x
i CLOSEST TO CORNER o w
EXISTING �SEPARATION� ¢PERa 2 3"=V-0° PLAN VIEW (EACH SIDE) .wi Lu
p
n GLAZING SCHEDULE ¢
N �4� CORNER CLOSURE
' 1 1/4-20 x 3/4"S.S
STUDS SPACED AT: 2 N.T.S. PLAN VIEW
e -12"O.C.UP TO 45 PSF 1
' am -6"O.C.UP TO 54 PSF 1/4'y w. g
wo MAX
M AX // CCS
EMBED " �,+:•. T rn1 $
—}-
fi !. L1/4"MAX O'o 2 K HI
EP4 ST O z6
EXISTING HOm`
E ANCHOR PER ANCHOR v
� SCHEDULE(STUD STRUCTURE A f
ANGLE ATTACHMENT)
(Y) MOUNTING SECTION_ l�` WALL MOUNT CLOSURE �3jo
2 3"=1' 3'-11-0. PLAN VIEW a v g
m
� O
1/4"
Q GLASS SEPARATION 1 MAX
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: a
28ga(0.018")GALV STEEL PANELS- SCHEDULE 1. GLASS SEPARATION SCHEDULE 4 5 9a
�' �-• ''MAX LOAD..,'t54:0.psf= =' :_ - 1 (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION I
X-
.� MASPAN:- 9''2 (ALL,MOUNTINGGCONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR
MINISPANS; 26" (DIRECT MOUNT-TOP&'BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT
m 16" (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17"O.C. T3 4
0.100"CLEAR POLYCARB FULL-/HALF-PANELS 28ga(0.018")GALV STEEL PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR e�
A MAX LOAD: 154.0 Psf • MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED) g
,A AT OR BELOW 30'ABOVE GRADE: 5.375" SCHEDULE IS REQUIRED FOR USE WITH
_ MAX SPAN: 9'-2° (ALL MOUNTING CONDITIONS) EXISTING HOST
• MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY.
MIN SPANS: 24° (DIRECT MOUNT TOP&BOTTOM) GREATER THAN 30'ABOVE GRADE:
5.35.375" 3. SEPARATION FROM GLASS IS STRUCTURE w�
SS" (ALL OTHER CONDITIONS)
REQUIRED ONLY WHEN INSTALLED jig 2
WITHIN ESSENTIAL FACILITIES.
0.100"CLEAR POLYCARB FULL-/HALF-PANELS BUILD-OUT
- 07PYItl6Nf FRANK L EBawmo PE
•
MIN.GLASS SEPARATION FOR INSTALLATIONS
AT OR BELOW 30'ABOVE GRADE: 7.350" s MOUNT CLOSURE 15-2337
MIN.GLASS SEPARATION FOR INSTALLATIONS SCALES
• GREATER THAN 30'ABOVE GRADE:5.375' 2 3"=1'-0" PLAN VIEW PAGE GESCRIVRGN,
g
oor
IBENNMDO
pI1W168 loo ''P.E.
ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) ANCHOR SCHEDULE (DIRECT MOUNT)
(1pC D Spans Spans Spans Spans
LOA
G ANCHOR OA Up To Up To Up To Up To
5'-0" 6'-8" T-6" 9'-2" G Spans Spans Spans Spans
_ to 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 (P� V-0" 6'-8" 7'-6" 9'-2" _
1-3/4"EMBED,1-1/4°EDGE 36 16 0 I6 0' 16 0 -16.0'j 1/4°PANELMATE(PLUS OR
DIST.(3192psl MIN CONC) -- 33 12.0" 12.0" 12.0" 12.0"
X47='�S6 0 16 0'r_.,.,016 0.- _16.W- FEMALE)x 1-3/4"EMBED N
->• - _ - - (3350psl MIN CONC) 38 12,0" 12.0" 12.0" 12.0" .� ® 7••�
54 16.0" 16.0" 16.0" 16A"
16.0" 16.0" 45 12.0" 12.0" 12.0" 12.0,-
1/4"
2.0" '.190'.
1/4"ELCO ULTRACON 1-3/4' 33 16.0" 16.0" " /(•� ,°
54 6.0" fi.0" 6.0" 6.0"
EMBED,1'MIN.EDGE DIST. PP±± S.
38 16.0" 16.0" 16.0" 16.0" Gi 1/4'ITW'SAMMYS SSC' 33 12.0" 12.0" 12.0" 12.0" y y UU
(2846ps1 MIN CONC) •••,• v: 5
g 47 16.0" 16.0" 16.0" 16.0" u WITH 1-3/4"EMBED
54 16.0" 16.0" 16.0" 16.0" ANCHOR NOTES: z 38 12.0" 12.0" 12.0" .12.0" _
# (3295ps1 MIN CONC) >LI LL €a
z a
1/4"ALL POINTS SOLID-SET 33 16.0" 16.0" 16.0" 16.0" 45 12.0" 12,0" 12.0" 1.0" ¢g� V'
ANCHOR x 7/8'EMBED& 1) 'ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE � L m w�
ANCHOR
MIN EDGE DIST 38 16.0" 16.0" 16.0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. 54 60" 6.0" 2.0 6.0" N Q
(3000ps1 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" .a W m
ANCHOR x 7/B°EMBED&
54 16.0" 16.0" 35.9" 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" N I','�g �
1/4"MILLENIUM MILLFASf 33 16.0" 16.0" WOOD.DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO (3000Ps1qq,M,�IN CII�O�NC) 45 12.0" 12.0" 12.0" 12.0" O LU
W/1-3/4°EMBED,1"MIN. q't}�dl 54 6.0" 6.0" 6.0" 6.0" N p
LLJ
EDGE DIST.(3275 psi MIN
38 16.0" 16.0" Ifi.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 a
Sa 16.0" 16.0" 16.0" 16,p� DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER
WALL FINISHES. b Spans Spans Spans Spans .c
�i Spans Spans Spans Spans 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE ti WAD Up To Up To Up To Up To m
LOAD WITH MANUFACTURERS'RECOMMENDATIONS. s ANCHOR (P S-0" 6'-8" 7'-6" 9'-2" N
Up To Up To Up To UP To �!
g s ANCHOR
(PAD
T-0" W-8" 7'-6" 9'-2" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 1/4'PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12,0" ri
BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL FEMALE)x 1-3/4"EMBED y
1/4"ITW S.S.TAPCON W/ 33 14.5" 11.9" 10.6" 7.9" 38 12.0" 12.0" 12.0" 12.0" y E
1-1/4"EMBED,4-MIN.EDGE BLOCK SUBSTRATES SHALL C ASTM WO MINIMUM. (3350ps1 MIN CONC) W
38 12.6" 30.3" 9.2" 6.9"
DIST. 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, 45 12.0" 12.0" 12.0 12.0"
_ 47 10.2' 8.4" 7.4" 5.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 54 6.0" 6.0" 6.0" 6.0"
54 8.9 7.3" 6.S' 4.8" FASTENERS ARE INTO ADEQUATE WOOD FRAMING B. 1 4'ITW°SAMMYS SSC° rn��Q m
C MEMBERS,NOT PLYWOOD, �S
/ 33 12.0" 12.0" 12.0" 12.0" 7.E a O m
1/4"ELCO ULTRACON W/ 33 16.0" 14.0" 13.1" 11.1" O WITH 1-1/4"EMBED
7) WHERE ANCHORS FASTEN TO NARROW FACE OF 38 12.0" 12.0" 12.0" 12.0" E
1-1/4'EMBED,1-MIN.EDGE O m M I
DISI. 38 16.0" 13.5" 12.2" 9.6" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER s 45 12.0" 12.0" 12.0" 12.0"
47 14.3" 11.7" 10.4" 7.8" OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4'EDGE
R 54 6.0" 6.0" 6.0" 6.0" m Y
9 DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD 1/4'ALL POINTS SOLID-SET
54 12.4" 10.2" 9.1" 6.8" >_
FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE- 33 12.0" 12.0" 12.0"
n 3 1/4"ALL POINTS SOLID-SET 33 16.0" 16.0" 16.0" 16,0" ANCHOR x 7/"EMBED,2" o+0
ANCHOR x 7/8',EMBED,2" G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE MIN.EDGE DST. 38 12.0" 12.0" 12.0" 12.0" E 3
38 16.0" 16.0" 16.0" 16.0" NOTED.
= MIN.EDGE DIST. 45 12.0" 12.0" 12.0" 12.0"
47 16.0" 16.0" 16.0" 15.9" 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS g
� 54 6.0" 6,0" 6.0" 6.0" �
trtY�iY 54 16.0" 15.1" 14.7" 13.9" ALLOCERTWABLE
HEREIN,BUT ONLY PROVIDES MAXIMUM
� ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE
1/4'MILLENIUM MILLFAST 33 16.0" 14.9" 14.a 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. G LOAD Spans SP ns Spans Spans
EDGE DIST. Up ns Up ns Up To Up To
9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" (PAD
S-0" 6'-8" 7'-6" 9'-2"
a 47 16.0" 13.3" 12,0 9.4 O ANCHOR s
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY x
54 14.9" 12.2" 10.9 8.1 HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1/4"PANELMATE(PWS OR 33 12.0" 12.0" 12.0" 12.0"
hHEAD('SIDEWALK BOLT')U.N.O. FEMALE)x 1-1/4"EMBED 38 12.0" 12.0" 12.0" 12.0"
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