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+ FL# FL12856-R6 0
Application Type Revision MAR 2 9 [OSS
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
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
g g Quality Assurance Entity National Accreditation and Management Institute
�c Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
U4 Validation Checklist- Hardcopy Received
Certificate of Independence F f
P L12856_R�_S�_Lndgp1,2,3.p�
WReferenced Standard and Year(of Standard) Standard Year
JASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
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3.2212018 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL12856_M_EquLy—Egu iv 1.W
FL1285 _RS2_Equiv_ESl iv .(fif
FL12 _RM_E_q(Iiv_Fq iv .pelf
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_EL6_11_QAg1_Qdf
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.gd
Missile Level"D"as defined in ASTM E3996.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-Perf),Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856_B¢_jj_Dwwg2.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_U_AE_Eval2.pd
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_Dwg3,,p_df
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_8E_Eval3.(2df
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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please click here.
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https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4bEBhusG5%2bcgdcJAT41 UvLC7AC3WE2VTS9LQ%3d%3d 2/3
"SAFETY EDGE" & POLYCARB STORM PANELS `� ��PE.
28ga (0.018") STEEL & 0.100" POLYCARBVe 7
GENERAL NOTES: �}� �' No LO 0
1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LAR(; �o : * -
2" 0.018"GALV STEEL 2"� PERFORATIONS 2-10.018'GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN AOCORDANCE WITg 0D n'
�( �( (OPTIONAL) REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITI .
J
.
0.378' \ \ PERFORATIONS (2017),THE INTERNATIONAL BUILDING CODE(IBC)AND THE ,�. �/�
SAFETY EDGE M7.5310"TOTALWIDTH
(OPTIONAL) INTERNATIONAL BUILDING CODE(IRC)CURRENT'EDITION,FOF(AMt.y s. 1 25" ,y1125" (1/4'EYP) L SAFETY EDGE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM �i�sS�I0.378" �11.25"t (1/4"EYP) FSTANDARDS E330,E1886,&OR ADDITIONAL INFORMATIONI9%SEE PRODUCT EVALUATION REPOR�I I 4•�" 4•8"" 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 12'COVERAGE 0.378' THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTORZX13.5'TOTAL WIDTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. W w
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR '�W =
is STEEL STORM PANEL PROFILE ih STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALLeEDHETHtMINEDPEltS®ARATE ;�
ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. Vt K
4'-1'-0' SECTION 4'-1'-0" SECRON PRESSE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O w r.
RRR ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SIXTH ,moi O
y� EDITION(2017)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR
2' 0.100'POLY- 1 2" �-2"-� NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ry
CARBONATE 0.100'POLY- ANY ASSEMBLY AS SHOWN.
(*0.010') CARBONATE 4)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM
1.216' N 1.216' 0 75" N (10.010') GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH
y ? y 13 �, ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
ti .f 1.5' CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING y
33 \ \ I 0.75" JURISDICTION. W{�s
y 1 ti'
5.000"� } 5.000' -� I \y I I 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM - g
1.25" I t� S.0000'RAGS- } 0 C 3
{ TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. H
I 12.5 COVERAGE - - 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT0 CL
IS'TOTAL WIDTH 8.413'TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS o�
POLYCARB STORM PANEL PROFILE POLYCARB HALF-PANEL PROFILE DHRATE OR ROM
IONS DETAILED SH HEREEPARE SITE SPE
ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC !El
(y is 4"-1'-0' SECTION Id 4'-1'-0' SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT.
0.875" 7) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND FF
0.085'MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS 5
1/4-20 x 3/4'S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. .E 7
%'3/16"�t` T SPACED AT: 05116' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH E O 3
�' �� •12"O.C.UP TO 45 PSF 0.018'(MIN)GALV STEEL PANELS SUCH THAT NO TWO g
WIDTH UNLIMITED �. D D �� -6"O.C.UP TO 54 PSF POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER.
TOP MOUNT MOUNTING i 9) No.3 KEYHOLE WASHER RED ONLY WHEN'-0 WASHERED
♦
(CONN AS REQ D) SECTIONS i •� ~ " WING NUT No.6 IS USED.WHEN NLL LARGE WASHERED WING NUT No.7 IS
D /2 L 1
D D 0.080'TYP " USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED.
.._.............................. ........._._..___.. ._._`....r.... �\ D 05/8" 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
i
I THICKNESS[ 0.018'CONFORMING TO ASTM A653,STRUCTURAL
_�_,ft_n (-2.000" KEYHOLE QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
S OPTIONAL STUDDED ANGLE WASHER SHALL BE MBY�HSSPAREM PROTECTION SYSTEMS,Inc.,NATE STORM PANES WITH 12.5-moAAND E j
2
PERFORATIONS L 6'-1'-0" THOSE WITH 6.25"COVERAGE SHALL BE MANUFACTURED BY TOWN Q 0
x w y[EyYS 3•=V-0" ELEVLAN - r f-x---t COUNTRY INDUSTRIES Inc.ALL POLYCARB PANELS SHALL BE
EXTRUDED WITH THICKNESS L-O.IDO'(*0.010')AND SMALL BE
MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
a /l \ IN X o.axr 92
RESIN(UVSTABILIZED).TYPICAL TENSILE STRENGTH PY-8.908 KSI, e
z=O m \ o.ur rn j TM FLEXURAL STRENGTH FbY-12.90 KSI,d FLEXURAL MODULUS IS 326.7 d!d i f
ttLa 3/8' 111 -x-•,•,r --� 1�.r nw,s w,x 12) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS p
5/B• \�I ALUMINUM STEEL]
NOTED ANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF
CLOSURE CLOSURE ONE LABEL PER PANEL AS FOLLOWS: 999
m $' r �} 4'-V-0-
Fr.4' TOWN B COUNTRY INDUSTRIES @
_� _ ---- FT.LAUDERDALE,FL x e
ASTM E1886,E1996 B E330 MISSILE LEVEL D eoPYINrt M R IBOWDOPL
FLORIDA PRODUCT APPROVAL NUMBER
. ...__..__....._... __._..... -..t..... ._.... \ 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
BOTTOM MOUNT -"---- \ // MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. -
-� i o.xs oa REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, ►AY�oeatIRIONi
(CONN AS REQ-D) 7AMAC °as F TAMIL 3 o.os FL)TEST REPORTS 104-004,*04-005,6*04-006. -
ALLa °.xs uior °,xy. 15)TOP 3 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
1 TYPICAL ELEVATION 3 KEYHOLE PUNCH FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED x'3
b WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. n
TTyy 1 N.T.S. 1 6'-1'-0' EU`v 6 WING NUT /---WASHERED WING NUT 16) ALL BOLTS B WASHERS SHALL BE ZINC COATED STEEL, �ILIII
a NTS 1 , I NTS- - GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
�/ YIELD STRENGTH OF 33 KSI.
FRANK L BEIINMDO.P.E.
\\``1111111 'PEC0165N
qr
�
EXISTING MOST _
No PE0046549 '.O
STRUCTUREANCHOR PER EXISTING HOST _Ar
_ •k Ip
ANCHOR SCHED STRUCTURE'TVPrd
Fa7y� BEND PANEL AROUND
(DIRECT MOUNT) 1 ~
1 4' 4 �,P!y CORNER&STITCH TO W
2'TO 5' MAX I G C O STATE OF
EMBED (jLyO ADJACENT PANEL '� . ORION.
•'• tWij�
4 5 I` RF WITH 1/4-20 BOLTS �i!( •.........• ,l
4.1 \ WINGNUTS AT 24' l777IS/ONl{(-� W �N=
— O1/2-MINVERLAP MAX \\\---�~~~~Miff O.C.(TYP) 7111 111110"'"rn F�� W �=A
_ � �Q U�
Ilk
v WQ Z
ANCHORS AT 17.O.C.(USE ANY HOST STRUCTURE OR VAR EXISTINGN PANELS TO STRUCTURE Z
ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE W w o W^ z
(T'OP 8 BOTTOM)AT v
3�..
MINIMUM W � TRAP MOUNT CLOSURE CORRUGATION VALLEY W
2 CLOSEST TO CORNER 1 o W
EXISTING }.
SEPARATION to Z 3"-V-0' PLAN VIEW (EACH SIDE)
!9 GLAZING SCHEDULE �S
1 �a� CORNER CLOSURE
1 n 1/4-20 x 3/4'S.S N.T.S. PIAN VIEW
STUDS SPACED AT: Z
-12'O.C.UP TO 45 PSF "MAXC.UP TO 54 PSF 1/4' 'A Y
� WO r1MAX�/� H�� QQg
EMBED ��' / M F. i•i
5 2 �1/4•MAX � O$� iii••niii
€* 1.3
ANCHOR PER ANCHOR EXISTING NOSi = `
R SCHEDULE(SND STRUCTURE g
P ANGLE ATTACHMENT)
1 MOUNTING SECTION �3�WALL MOUNT CLOSURE E ;
e 2 3'-V-0- 2 3--1.-0. PLAN VIEW
tl
s
6
GLASS SEPARATION 1 1M �jL
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: >
i
' 28oa(0.018')W1LV STEEL PANELS SCHEDULE 1. GLASS SEPARATION SCHEDULE ps
MAX LOAD: 154.0 pSf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 6 q�q 9;
MAX SPAN: 9'-2' (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR ! C (�
MIN SPANS: 26" (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT e
16" (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17'O.C. a!t2
0.100'CLEAR POLYCARB FULL-/HALF-PANELS 2gas(0.018')GALV STEEL PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR
• MIN.GLASS SEPARATION FOR INSTALLATIONS
MAX LOAD: f54.0 A 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED) 4
J9' AT OR BELOW 30'ABOVE GRADE: 5.375' SCHEDULE IS REQUIRED FOR USE WITH
MAX SPAN
: -2" (ALL MOUNTING CONDITIONS) • MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST e
MIN SPANS: 24" (DIRECT MOUNT TOP B BOTTOM) GREATER THAN 30'ABOVE GRADE:5.375' 3. SEPARATION FROM GLASS 15 STRUCTURE �!
15" (ALL OTHER CONDITIONS) REQUIRED ONLY WHEN INSTALLED i
WITHIN ESSENTIAL FACILITIES.
0.100"CLEAR POLY CARB FULL-/HALF-PANELS BUILD-OUT CMRRRRRMINLEAW"PE
• GLASS OW 30'ABOVE GRADE' 5Tlons
AT OR5 MOUNT CLOSURE 15-2337
• MIN.GLASS SEPARATION FOR INSTALLATIONS -
GREATER THAN 30'ABOVE GRADE:5.375" 2 3'-1'-0' PLAN VIEW '
ARM osciemiaN:
1'3
FRA
ANCHOR SCHEDULE STUD ANGLE ATTACHMENT 0POD�NNARDo PE
) ANCHOR SCHEDULE (DIRECT MOUNT) ���(""' cOo165P9
Span Span Span Spam
Up To Up To Up To Up To-NOR Q
s'-0" 6Y" 7E^ 9'-2" '.CDM spas Spam Span spMM 6�,•' ,3CENSE 8
1/4•ITW S.S.TAPCDN W/ 33 16.0- 16.0" 16.0" 16.0" (� Up To Up To Up6" 9'To
1.3/4'EMBED,1-I/1'EDGE ��Fii 5'•a" 6'-f' T-6• Y-2" ((`C; N0 PE0046549
DIST.(3192Or MIN ODNL) 38 16.0" 16_0' 16.0" 16.0" 1/Y PANEl14ATE(PLUS
OR 12.0" 12.0- 12.0-
47 16.0" 16.0' 16.0" 16.0" 33 12.0"
1(335�0pa1 INN CONIC D 12.0• =_* * _ 0
_ __ _ S4 16.0" 16.0" 16.0" 16.0" � ' 36 12.0" 12.0" 12.0" � �Z
1/4^EQ)ULTRACON 1-3/4^ 31 16.0" 16.0- 16.0" 16.0" �at_I� 45 12.0" 12.0" 12.0" 12.0"
EMBED,V MIN.EDGE DIST. _ 54 6.0- 6.0- 6.0- 6.0" �� STATE OF H m p
(2H6pw MIN CONC) 16.0^ 16.0" 16.0" __16A 1/4"ITW SAMMYS S5C 33 12.0" 12.0" 12.0" 12.0" 'O�• f ►• (yF,
47 16.0` 16.0" 16.0" 160" WITH 1-3/4-04M
- iii(C •..COR10•,•'' � N UN
54 16.0" 16.0" 16.0" 16.0" (3295DM MIN rnNC) 3R i2... 12.°" 12.D" 12.0^ � S�pNAI�? W InwRJ- o i FS
u 1/4'ALL POINTS SOLID-SET 33 16_0" 16.0" 16.0" 16.0" 45 12.0" 12.0" 11.0'•_ 12_0" ///((III I(1(T` ZI.L r �j3
AN«pRx7/8'EMBED. ANCHOR NOTES:
1.1/4^MIN EDGE DIST 70 16.0" 16.0" 16.0- 16.0" 33 6.0" 6.0" 6.0" 6.0"
p0o0pM
ONNQ 47 16.0" 16.0•_ 16.0. 16.0" 1) 'ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE 1/4 ALL potrns sam-SET 33 12.0" 12.0" 12.0• 12_0^ Z X
S< t6.0- 16.0" 15.9" 15.9" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. ANCHOR x 7/e•EMBED 6 38 12.0. 12.0" 12.0" 1i.0" yn O D
1-1/4'MIN EDGE DIST -- W W p y J r
1/4•wI11ENIUM M1117Asr 33 16.0" 16.0" 16.0^ 16.0' 2) ENSURE MINIMUM 2'EDGE DISTANCE FOR ANCHORS (3000;x1 MIN r) IS 12.0" 12.9" 12.0" 12,0" U.•w i
W/1-3/4•EMBED,r MIN. _ TO CONCRETE$TO HOLLOW BLOCK,U.N.O. EDGE 3 LL
EDGE DIST.(3275 ptl MIN 38 16.1' 16°" 16 0- 16.0" S< 6.0- 6.0- 6.0" 6.0" N a
CONIC) 47 16.0^ moo" 16 0" 16.0' DISTANCE Of 3/4'IS ACCEPTABLE FOR ANCHORS TO o
16 0" 16.0" 16 0" WOOD. w W
_ - 16_0" 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN LOASpam Spam Spam Spam
Spens spans Spero Span ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE �nD UD To UD io UpTa UD To
LOAD UD To UD To UDTo Up To DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER g /10R (� 5'-0" 6'd" r-6" 9'-2"
(� 5'-0" 6'•e" rp 9'-2" WALL FINISHES. 1/1'PANELMATE(MLS OR 33 12.0" 12.0" 12.0" _12_._0^_
x 1-3/4'EMBED
U4•[TIN S.S.TAPCUN W/ 33 14.5" 11.9" 10.6^ 7.r 4 ANCHORS SHALL BE INSTALLED 1N ACCORDANCE FEMALE) '^
38 12.0- 12.0- 13.0" 12.0" _ m
1-1/4"EMBED,4•MIN.EDGE 76 _12.6" 10.7"_ 9.2^ 6.9" WITH MANUFACTURERS'RECOMMENDATIONS. (335°pu MIN C°Pi[) - __ '•'
DIST. __ ._ ® 45 12.0" 12.0" 13.0" 12.0"
a 10x• 6.4"_ z4" 5.6" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN.MALL ---- --- - G'
-- 8E INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL _� � 6.0^ 6.0" 6.0^ 6.0-
54 8.9" 73" 6.5" 49' N j Y
1/P ELCO ULTRACON W/ 33 16.01 14.0- 13.1^ 11.1^ «K SUBSTRATES SHALL BE ASTM C-90 MINIMUM. y uWDry 1-1/4"EMBESAMMYS D 33 12.0" 12.0" 12.0" 12.0"
1-V4•EMBED,I'MIN.EDGE 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING. `$i 3e 12.0" 12.0" 12.0" 12.0"
DIST 30 16.0" 13.5" 32_2^ 9.6= EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
47 143" 11.7' 10.4" 7.8" {s 12.0• 12.0" 12.0^ 12.0^ I- A
FASTENERS ARE INTO ADEQUATE WOOD FRAMING H
54 12.4" 10.2" 9.1• 6.11 MEMBERS,NOT PLYWOOD. 54 6.0" 6.0" 6.0" 6.0" 0�*,013�
1/4•ALL POINTS soup-5k7 33 16.0" 16.0' 16.0" 16.0 7) WHERE ANCHORS FASTEN TO NARROW FACE OF 1/4•ALL POINTS SIXID-SET 33 _12.0" 12.0" _12.0' 12.0" 0;2
p�^
ANC1100.x 7/8"EMBED,2' _ -_____ __ ____ _7
ANCHOR x DIS EMBED,x 36 16.0" 16Ar 16.0' 16.0" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER MIN.EDGE DIST. 36 12.0" 12.0" 12.0" 12.0" _l9< TJ!
4 MIN'EDGE x1501. _ii_ - - - OF NOMINAL 2x4(MIN)WOOD STUD(Le.3/4"EDGE 45 12.0^ 12.0- 12.0. 12.0"
R 16.0- 16.0" 16.0" 15.9"
e �® 54 16.0" 15.1" 14.01 13.9^ DISTANCE 15 ACCEPTABLE FOR ANCHORS 70 WOOD N'�� 54 6.0" 6.0" 6.1' 6.0" �
1/1•MILLENIUI MIIiFA-ST 39 36.0" 14.91 I4.P 13.01 FRAMING). WOOD STUD SHALL BE•SOUTHERN PINE"
W/1-1/4'EMBED,1'MIN. G�D.42 OR GREATER DENSITY,UNLESS OTHERWISE
EDGE DIST. >e 16.0- U.2" 133" 11.6" NOTED. 'S LOAD Seek Spals Spam
Spans p
Up To Up To Up To Up To
47 16.a• ia3"_ 12•a' 9.4` 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS ' ANCHon (w0 s-0. 6'-B" 7-6" 9'-2' g
f54 14.01 12.2" 1D.9'• 6.1" CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM iH•I7LV S.S.TAPGON OR 33 12.0- 12.0" 12.0" 12.0"
ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE 1/4' UL S.S.TACCW NU
Spam spam spam spam SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 38 12.0 129• 12.0^ 12.0"
WOOD SCREW OR SMS x
LOM S.To Up To 11p W Up To SMALL APPLY. = 2•EMBED *s 45 12.0- 12.0" 12.0" 12.0-
g ANCHOR (pan S'-0' 6'd" 01-6' 9'•2^ -._
7 1/4'ITW S.S.TAPCON OR 33 16.0" IS.T 15.5" 15.2" 9) DEMEMACHNE SCREWS SMALL HAVE MINIMUM OF MAY
EW OR 51 6.0" 6.0" 6.0" 6.0-
y _ -_ -_ _ - __ ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY N'R
WOO S ULTRACON
O OR N11 38 16.0" 14.9" 14.3" 13.2` o 13 1/1"LAG SCREW O0. 33 12.0" 12.0" 12.0" 12.0"
WOOD SCREW OR SMS x HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER u
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