HomeMy WebLinkAboutProduct Approval I ' 1
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805,SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
CCEPTANCE OA www.miamidade.goy/economy
Shutter Tech,Inc.
7485 West V Court
Hialeah,FL 33014
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and .the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone
DESCRIPTION: Maximum Impact 0.050"Aluminum Storm Panel Shutter
APPROV par . 0 Aluminum Storm Panel",sheets
1 through 7 of 7,prepared by Ramms Engineering, Inc.,dated January 10, 1998,last revision dated September 29,
2015,signed &sealed by Robert Monsour,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city, state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number, per TAS-201,TAS-
202, and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NO will occur.after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0127.03 and consists of this page 1,evidence submitted pages E-1,E-2,E-3 &E-4
as well as approval document mentioned above.
The submitted documentation was reviewed by Hlmy A. Makar,P.E.,M.S.
MIAM1-DADE COUNTY NEW � NOA No.15-0714.22
vivi,� � Expiration Date: 10/22/2017
10� )Zafs Approval Date:10/15/2015
/�/ Page 1
Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS
A. DRAWINGS
See NOA 01-0718.09
B. TESTS
See NOA 01-0718.09
C. CALCULATIONS
See NOA 01-0718.09
D. MATERIAL CERTIFICATIONS
S ee NOA 01-0718.09
E. STATEMENTS
See NOA 01-0718.09
F. OTHER
NOA 01-0718.09.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 04-0621.01
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. NOA # 02-0312.08 cover page states the number of sheets incorrectly "sheets 1
through 18". This NOA#04-0621.01 is issued to revise NOA # 02-0312.08 and
correct the number of sheets on the cover page to " sheets I through 7 of 7".
This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no
fee.
my A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.15-0714.22
Expiration Date: 10/22/2017
Approval Date:10/15/2015
E-1
1
Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0117.05
A. DRAWINGS
1._ Drawing No. 98002, titled "0.050"Maximum Impact Storm Panel", sheets I
through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998, last
revision dated 0111212006, signed &sealed by Robert Monsour, P.E., on 01/12/06.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor analyses dated January 06, 2006, 41 pages,prepared by Ramms
Engineering, Inc., signed&sealed on January 06, 2006 by RobertMonsortr, P.E.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0831.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building and Neighborhood Compliance Department.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Letter of compliance with the Florida Building Code, 2007 Edition, issued by
Ramms Engineering, Inc., dated August 22, 2011, signed and sealed by Robert S.
Mansour, P.E.
H y A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0714.22
Expiration Date: 10/22/2017
Approval Date: 10/15/2015
E-2
Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0628.1.2
A. DRAWINGS
1. None.
B. TESTS
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test of 0.050 Aluminum Storm Panel Shutter,prepared by
Blackwater Testing, Inc., Report No. BT-12-002, dated May 30, 2012, signed and
sealed by Yamil G. Kuri, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Letter of compliance with the Florida Building Code, 2010 Edition, issued by
Ramms Engineering, Inc., dated June 26, 2012, signed and sealed by Robert S
Mansour, P.E.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0127.03
A. DRAWINGS
1. Drawing No. 98002, titled "Maximum Impact.050 Aluminum Storm Panel". sheets
I through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998,
last revision dated January 01, 2014, signed&sealed by Robert Monsour, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Asset Purchase Agreement.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.15-0714.22
Expiration Date: 10/22/2017
Approval Date: 10/15/2015
E-3
Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98002, titled "Maximum Impact.050 Aluminum Storm Panel", sheets
I through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998,
last revision dated September 29, 2015, signed&sealed by Robert Monsour, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. FBC, 2014 Edition compliance letter prepared by Ramms Engineering, Inc., dated
June 26, 2015, signed&sealed by Robert Monsour, P.E.
HOMy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0714.22
Expiration Date: 10/22/2017
Approval Date: 10/15/2015
E-4
2 3/8' COMPLIES WITH:
2 3/0' 5 13/16* FLORIDA BUILDING CODE'FIFTH EDITION f2011 FIFTH (�HVH.Zj .050 ALUM.
TESTED TO TA201, 7A202 AND T420J [H.V.H.Z.l 09/11/98 sp
6 01/06/06 sp
(D i 090 Q
-ul I OESIGN CRI'7-ERIA. "d 01/16/14 sp
-lj ` w 09/29/15 sp
HI
P2 _RIES 3- HAX. WHO LOADS TO BE CALCULATED AS PER ASCE 7-ID ma=yru
INCRCSC IN ALLOWABLE STRESS WAS USED 1,V THE DESIGN OF THIS PRODUCT 99
H26 .090 GENERAL "07',E'S:
ALL ALUMINUM EXARUStONS TO BE ALLOY 606J—T6 OR EOLML
—1—j
7/16-T-T N" ru STORM PANELS SHALL BE.-
T
3/8--t-r Q i 5062 H-32 ALUMINUM OR EOLIAL
.050
SMOOTH OR EMBOSSED WTHA NOMINAL WIDTH Or 12 112'
I I
�ul
f;c
6 .091 IM ACCORDANCE TO THE DETAILED SPECIFICATIONS NCRE7,M,
.091 IN.
11111 32'11 @ LI PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AM oBSreucnom
A, (D �o[ L2 LIN THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
5 1 8.MIN. I B_
rLAT 94R rmr DAR
ANCHORAGE or THE smurTEP sysrEM TO CONCRETE OR MASONRY SHALL CONSIST or
'VARIOUS TYPES Or F-TRACK NOT SHOWN THE FOLLOWING OR COUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN
114'DIA. RAWL LOKI&Otr ANCHOR (SLMEO ORW ANCHOR) I W—
MIN TENSILE 1190 - MIN. SHEAR ISTD - 1 1/6"ARM CAIDED. IN CONCRETE Ir
WAL TENSILE 1200 - MIN. SHEAR 1270 - I F16"MIN. EMBED. IN MASONRY
"123 114-20 RAWL CALK-IN ANCHOR(MACHINE SCREW ANCHOR) 117TH 114-20 BOLTS
MIN. TENSILE
VARIOUS DEGREE MIN ""'L, 1870 MIN, SHEAR 17JO 718'MIM, EMBED. IN CONCRETE
CORNER PAN ;o VA 860 MIN. SHEAR 040 718-MIN. EMBED. IN MASONRY a
,DSD PLN RcnlRv LJH 114"PERMA-SEAL TAPPER BY RAWL (MASONRY SCREWS VARIOUS HEAD ryprS Q)
AdIA1. TENSILE I520 - MIN. SHEAR 1980 - f 112-MEN. EVOCO, /Af CONCRETE
♦ MAISRE 880 - ULM SHEARI270 - 1 114-MIN. EMBED. IN MASONRY
n 14 i "IN.
114"2AM4C AAIUN RAWL (ZAAAAC HAMMER DRIVES
By
MIN. TENSILE 960 -MIN. SHEAR 1400 1 J1,6"MIN. EMBED, IN CONCRETE
12 .100 MIN. TENSILE 7JO - MIN, SHEAR 1320 1 114-MIN. EMBED. IN MASONRY
X60 MIN,
Tl@ ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 114 STEEL LAOS OR LARGER
WITH I-MIN. INREAD PENETRARON, 114-20 BRASS WOOD BUSHINGS OR
BLOCKING 114-CLCO PANEL MATES WITH 1 716-WN, NRCAO PENETRATION.
REFER TO SHEETS 5.6& 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EUSEGMENTS
IT smtt BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE
2' 3 7/32' 1 3/ VARIES STRUCTURE TO WIVISTANO THE ADDITIONAL LOAD$'AND INSURE PROPER ANCHORAOC. Li
CORNER PAN 5-ilAXI— EACH PANEL SHALL 01-AR A PER94MCMr LABEL OR STAMP SHOWING
f 19 SHUTTER TECH, INC. HIALEAH. rt DADE COVMrr PRODUCT CONTROL APPROVED
WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL Or EACH OPENING, LSTATING 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING
STRAPS OR SOLIS ARE PROPERLY INSTALLED, WHEN REOURED s
3. PERMANENT FAS ENCRCOMPONENTS, EMUCOOED ANCHOR BOLTS, YHR,54000 COMES F
SPECIAL mEr PANEL SECTION OR METAL SHIELDS, NOT IN USE. MUST HE PROTEVIED AGAINST CORROSION
CONTAMINATION AND DAMAGE AT ALL TIME
3/3 3
u 3
W
7/8' 1 3/32' 3 7/32'
3 1/32* 3 7/32' 1 3/32' 7/8' AIL STI&S J18-I
STUD MAY BE INTAL4ED ALL M`Ptr�OONS
ANGLES STUDDED IN
W REVERSE DIRECTION MCLUDES Swr,ora SHORTER(EO ONLY
TYPICAL
14
VO X J14
,
STAINLESS STEEL
IMURLED STUDS
-1C.
112-D.
REFER rOAPPLr-4PMY$OM SHCErg 2 A 3 PRODUCT RPVISPD
MOUNTING HOLES 12 112"ar- 3/4, ANCHOR MOUNTING'HOLES LOCATED ON s complying Mth the Flodd.
477HER HORIZONTAL OR VZRTIC44 LEG Building Code
A—pf—t No
rvl tion D.J. a /7 go
E w
CROSS SECTIONS 13Y SHOW
21 )Do uct CD.t",,
$4002
STUDDED ANGLE DETAIL ? I
ROBERT IS,rONSOUR. PE
1/8-x 1 112"FLAT STUDDED STRAP MAY BE USED IN PLACE Or-ANGLE EB-0006024
EfiGiffEE21tir,WC. 7
tl HEADER or SILL MAXMIM M�ACi` STORM PANEL RL�ASMORs er
NOTE. e SET ANCHOR SCHEDULE NOTE:, •i_".�?•.; 09/11/98 SP
-W; CONNECTION TYPE "B" %%'tt,',' or®HEADER or S11 L 10 I6 er i9 01/12/06 SF
.500 .i:• '`. NOTE( ":''..
"i/O'r;. •�•,CO f0 HEADER or SILL 01/16/14 SP
:: f0
E•�t:•' 2 SEE ANCHOR SCHEDULE £'.�.^
HEADER or SILL 3 CONNECTION TYPE °C" SET ANCHOR SCHEDULE ,EO + : �•ARIA
{/ CONNECTION TYPE A" r ESU'. '.
-HEADER or SILL '• %NO'16'7�
oerAlt t DETAIL 3 ,• CONNECTIOCHONNSCHEDULE
TYPE C"
DerAlc z
DETAIL 4
HORIZONTAL INSTALLATION VERTICAL INSTALLATION
++"I
16 OR 14 fUNGE ANY 8E RE'+f'RSfO MOOR tt 'OCR or AIAY BE INS AILLED IN REVERSE DIRECTION ELEVATION ELEVATION („)
11p CONANUtlUS BLOCKING
NOTF,c .•.' 'V 16 19 3 16 ANOLL -
Eo 1/}-70 THRU BOLT tO/ ,.. :'.,•..:, SEE ANCHOR scHEat/L£
wl LOCK NUT r2 D.C.
aoLr£D TOGETHER WIN
CONNECTION TYPE A"
I EO n I/}-30 THRU BOLT W/LOCK NUT 6`O.C. 7.�zg;-•• 1J 7
E,DUSfO A5 HEADER OR S/ti �•` £O ED
3 R or 10 ii I1'Lon. ,y•'• it OR OTHER HEADER or SILL . EDED
HEApER or SRL NOTE 7� ••' RETER TO THAT APPLICATION FORSE£ANCHOR STYPE F SEF ANCHOR SCNEOULE PROPER CONNECTION TYPE NO :7[' SCE ANCHOR SCHEDULE
CONNECTION TYPE "0" NOTE:7' CONNECTION TYPE E" - CONNECTION TYPE
L- CONTINUOUS WOOD BLOCKING �✓
DETAIL 5 DETAIL 6 uAa7ou5 SIZES DETAIL 8 7— s
DETAIL 7 W "
HEADER or SRL
.. 10 11 E:O. E.O. —• SEE ANCHOR SCHEDULE
OR ANY BE INSALLED rN REVL'RSE OIRECNON
SEE ANCHOR SCHEDULE _ r\ A$IN OETA71 d ro ,'^[ N OR� d_:;";' ro CONNECTION TYPE O"
CONNECTION TYPE"B" �\}, ,.
• .500 CONRNU.S.RtOCx/NG OvtN+AG
2 OR OTHER HEADER or SRL I6 OR 1 @ J/16 ANGLE
�' •, REFER TO THAT APPLICATION FOR ( BOLTED TOGETHER WITH 7 J/}'MAX
PROPER CONNECTION TYPE L •'•7 M/4-70 THRU BOLT W/LOCK NUT 6.O.C. I6 OR 18 CONRNADuS BLOCKING
E+D., USED AS HEADER OR SILL
BOLTED TOGETHER WTH
. ?+'A•• -`'•":-'.-;.:.. s•ttLrMx+Ui+ r/}-10 7NRif Bou W/LOCK NOT iT"O.C.
'• :f•102E;.}t 15 CONTINUOUS BLOCKING •'�" NO
E
.4 7 PIECES FASTEN TOGETHER WITH : t ' I9 CONTINUOUS BLOCKING NOTE:' E.1
.• ., p J//6 ANGLE �2
/64 RIVETS OR/B TICK SCREWS 17'O,C. ;,`.,. 16 R D.
OBSTRULRON 16
7 S/B'ANR I/}-20 MASNINE SCREW ANCHOR ••• OR 19 CONRNUOUS BLOCKING 4
R WL CALK-IN/W1TH SIDEWALK BOLT `s N x
(� J"A.C. W/7/B"MIN. EMBEDMENT 1�--1/}->0.J/a KNURLED STUDS
RETAIL'3 "•' 'Jr M(N,EDGE DISTANCE ---~--..- -•--Y--'--.• WITH WASHERED W7NCNUTS 17 //7`D.C. (rYP,) = W
65.7 PSF MAXIMUM •T."E.O. .ppURED CONCRETE ONLY SIOAM PANEL uAr BE uouNILD VERTICALLY 3
OR HORIJONTALLY
MAXIMUM PANEL HEIOHT'•79"•.:�`,.'•:r :•-•'
DETAIL 10 O TE.* DETAIL I i o CC G
v RETURN PAN ANGLE,TUBE OR 7411700 p W O
NUST
BE U$rD ON ALL BNLO OUT CONOIAON$ IT SHALL DE THE RESPONSIDMUTY OF THE CONTRACTOR H
TO CLOSE Off ENDS M-
• RETURN Pµ TO VERILY THE SOUNDNESS OF THE STRUCTURE TO WITH
la v # NZ oPTuut usE or I�a'ANGtt STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. 3 u
ROoq PLVCµ0 lNCHME FOR PURPOS17 Or rxTENOWG WA[4
�;- SCRLW ANCHOR 12'as SHUTTER SYSTEM MAY DE 1NTSALL INTO WOOD. CONCRETE, om=
T
!I lLA7&R SRL BO µ0 MACHINE MASONRY. u
it t
1 + W B w NGNUTS sCRLW ANCHOR 17-O r "
..... ...... 1WH RtN D T n! A MIN0.55 SEX 4 EGRA TO)f2 5 HERNSPINE
" -••^•• D WlTN 0.55 5P CTFlC GRAVITY
fUt[sraau PANEL(rm.) "-""""""-"""-' --"- AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
$LORCO u.NNNC HOLE Lur of usro OR SUCURELY ATTACHED TO FRAMING STRUCTUREIN CLNTER WCB OT PANCIhPTOR ALC HUOER ONTOP SPECIAL PANEL CONFIGURAJION KAY SPCCNL PµAPPtKArK)Ns. SRL ON BORou LANIUUM CAP BETWEEN STROM PANEL ��11
* BE NECDEO FOR TRAPPED-I-' AND D.L.O.SHALL NOT EXCEED /
• PANELS WY Br RAH". 111N A
D I I /
S ANXMMUM ADD-ON OF J FASrEN£0 TO RSU
t/}-70 x J/}KNURLLO STUDS AS VIEWED FROM fAONT NEW A/ PRODUCT REVIS$D V
SEP
S P EM,TU TME US£OF//61 POP RIVETS r WARM WASHERED WINamuls(IYR) •.••„•..• •.,'•..'•,• 0.s comp!'In n•ilh Ilta FloHJo +•
J 76 T A. JUVETS OR 10-74 "H } 6 RB
ff RU BOLTS IS O.C. ................... ................... ......................................... .... ,..,. ,.... ,� Building Coda Q O7 40 9B
T A G INSIDE CLOSER PAN ASSEMBLY j(�{jjf���/ Acccpfnnca No 5-07 If -Z� SNOwH
oR� CORNERPµ •.- ...................... . .................................•. _._ .__..__.__.._..__•i_ ('f�. "Ii Lion Dota o
ANGLr wr vARr .. yc w aar '�1/ ry�I{�V 17 is 98007
12 17 f) i"1
�/ TH lOh'WT C( fA PAN IUHOIt I B Z
" .---------2 PLAN VIEWS a.a fRau aoaou ° ° Y
......:...............•--'--...---.._- aRr cu sor -� ROBERT S MOi75 UR PE I ucL Contras o
..__,.7 PANEL NOTCHEDOVER
AT STUD AN u EB-00OP024 �
TAIL 1 WAeuur w SALS STUD AN SNI) ("� 7
rAmr Ettclrcfs Inc,Rtc.
1/4-20 FLOOR PLUG WITH NOTE: RensoNS By
MACHINE SCREW ANCHOR 1/4'PANEL MATE SCREW WITH 14-10 STUD HEAD NOTE•*,. 09/11/98 SP !
HEADER OR SILL WITH WASHERED WINGNUr ';• 01/12/06 SP
CONCRETE OR MASONRY,•,. - '�, '• EADER OR SILL O a- ON TME n
H
CONNECTION TYPE "i NOTE: ( WOOD, CONCRETE OR MASONRY 6 0 8 n' TSNNECTI Ol/l6/14 SP
'•�' � I THE METALIECH STORM PANEL MAY BE INSTALLED WITHOUT 7 '_•L D�•, �
1 CONNECTION TYPE "A
L
THE USE OF AN EXTRUDED HEADER OR SILL. W
' I I PANEL SECURED LITH .fir -
1 THE CTUTEER MAY BE ANCHORED DIRECTLY A TO THE REFER TO DEFECTION WASHERED g4NONUTS
REFER TO DEFECTION I ( STRUCTURE WLTH THE USE DF ONE DR A COMBINATION ( CHART Q
CHART ! OF DErAIt IJ , OR
GLASS STUCCO FINISH
CLASS •-. r' NOTE4 •...�.. E
•1-A T STORM PANEL O
STORM PANEL
1 REFER TO DCHARTION
I
t j GLASS
ry
0 NE TION TYPE "A" STORM PANEL W d
CONNECTION YP 4' ''''•_•NO.. ;*' CL}
..r;, ..,.. ..r.. 7--
1/4 "PANEL MATE WITH MACHINE SCREW HEAD ®O 8 CONNECTION•TYPE"A'
1/4-20 FL PLUG WITH W17H 14-20 SIDEWALK SOLr pp��j-f"(,IGco INrjTtQl..-LAYION g
f/4-20 BRAS WOOD BUSHING HEADER OR SILL
HEADER OR SILL INTO WOOD C1J
WOOD, CONCRETE OR MASONRY
DETAIL 14L
A�NCAOER
EOR ILt 7 HUOCR or SILLHa-?aIWrK StAfA NA7tlR NOTE:* or S+tt sv= NOTE:_ ': .,.•-
_ �t Kai ss
'EQ•__." '' �O .•-. £ na
SEE ANCHOR SCHEDULE
CONNECTION TYPE A" _ v?s w unan rma+Lrr
. - .4J/4-MIN, I f/4-MAX. SEC ANCHOR SCHEDULE
CONNECTION TYPE "C" u/5 '^aue d
SEC ANCHOR SCHEDULE SCE ANCHOR SCHEDULE tj
CONNECTION TYPE "8" I CONNECTION TYPE A" •-e ,!''NOtE•* L ": o• $; o
xUOFR ar s2t s/e'fruaVAo i'uu,
SCE ANCHOR SCHEDULE _
• CONNECTION TYPE "C" NOTE:'7�p'`: S t!"D&CAVER or SILL '+
DETAIL 15 DETAIL 1 S
DETAIL 17
DETAIL 18 DETAIL 19 DETALJ IL 20 y x t '
W 3
J
K t}a
9 IO or II NUOCR or SILL
NOTE:* E o
2
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH
STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE.
x SHUTTER SYSTEM MAY BE INrSALL INTO WOOD, CONCRETE, t++ n
i SCREWID OR BOLTED TOGETHER WNH MASONRY.
I/4-10 THRU sot w/LOCK NUT?2"O.C. t 1�
WHEN ANCHORING TO WOOD, THE W000 MUST BE
CONRNUOUS BLOCKING A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE
16 aR 19 I/4-ANGLE WITH 0.55 SPECIFIC GRAVITY
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
1/4-20 MASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURE
RAWL CALK /WITH SIDEWALK BOLT "
PRODUCTREVIS60 seP JRB RsM
0TE;7 J'O.C. W/7/8'MIN. EMBEDMENTAcce�f✓ m canglying vvit6 the Ploridn
de
J"MIN. £OCE DISTANCE
�I" Building ce N
POURED CONCRETE ONLY �h p ay., do. al D7� 1,2 LTJ m fo 7
•'' V B>,yi tion Dato"-f-"%-Za 17 LIP
59.5 PSF MAXIMUM It PANEL HEIGHT 109" MAXIMUM ! - By u 59002
�� �I I(��i1 Mtovrt ed oc Con
DETAIL 21 U
z
y 4
ADJUSTABLE HEADER OR SILL R06E 5. R, PE
EB—OOQ6028024 7
amss Ettcroseainc,sre.
i
REVISIONS BY
THE SHUTTER TECH STORM PANELS.MAY BE INSTALLED WITH OR WITHOUT THE .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL 09/11/96 sp
HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 01/16/14 sp
E
"MAX. PAN£t HEIGHT 12J"MAX. PANEL HEIGHT
PANEL STRAP ONE PANEL STRAP
EOUIRED LOCATED MIDSPAN
g �
PANEL DEFLECTION CHART PANEL DEFLECTION CHART
WITHOUT HORIZONTAL STRAP a' WITH HORIZONTAL STRAP
N o PANEL HEIGHT 0"-66" PANEL HEIGHT p"-107" oy3
er 107-127 U
Z WALL MOUNT 2 5/8" e3 5/B" 4" u6 o WALL MOUNT 7. !3 16 3f 16"
INSIDE MOUNT 2 5/8" 3 5/8" 4" o tNStDE tilOUNT 2 t3f16" 3 3 T6" "
FaouT VIEW$EDE VIEW BUILD OUT 2 5/8" 3 516" A- FROur VIEW SIDE VEW BUILO OUT 2 13/16" J 3/16" 7—
MINIMUM DISTANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN CLASS AND PANEL
.050 ALUM HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION 7 a
DESIGN PRESSURE PANEL SPAN HORIZONTAL BRACE STRAP
.t nn OElAIL IJ ON SHEET J DETAIL J,4. B DfiNL ION SHEET T OETARS$7,9,70 AND 17 DETAIL 2 ON SHEET 2
4 4.4V 2 3" 114-20 STUD 3 8'(TYP) ON SHEEt 2 DETAIL 15 ON SHEET J ON SHEET 2 DETAIL 16 ON SHEET J &
12 1 WINGNU2-OX.T HEADER- HEADER HEADER
47.821 720„ 12 rig'o.c. "
1.23 117", FLAT ALUMINUM BAR }{� }j� F C3:7-
r
SIDE VIEW FRONT VIEW 6 tS
58.06 112 B a
61.47 110' DETAIL 'e" d 'd a
66.85 706' L�4�j �a a
O C 4 =4
71.46 702'
IN
75.30 97" CLASS 0. x
UG1A55
81.4052 90"
&4 MAXIMUM CAP BETWEEN PANEL
AND HEADER 15 i/4"(M.) SILL SIUB6.UJ S/LC j }rMW
91.44 30„ DETAIL ,F DETAIL LJ ON SHEET J DETAIL J.4. Q B DCTAILS J,4 AND 6 DETAILS 5,7,9,10 AND I r DETAIL 4 ON SHEET 2 i r
ON SHEET 2 ON SHEET 2 ON SHEET 2
�• �• WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT
ANCHORING PANEL ANCNOAIN6 PANEL {V1TI1 MDR.AND SILL WITH/IDR,AND SILL MW NOR.ANO SILL
L'XO 0w /1 TOP&sonou r0P&ROTTOU a
NDP.OR SRL WIIN STUDDED HDR/SILL
x '
TYPICAL SECTION VIEWS
F
FASTENER MUST BE IN MORROW PORTION OF KEY HOLE 4r
MOUNTING HOLE MAY ALSO BE A 9/16"DIA, CIRCLE
DETAIL C"
0.
PRQDUCTR6VISGD SEP .
as Acop PtYing n•khthe Florida p ..."..
utlildl.s Cad. D�14.2ti W
9F } f
Amp% Nol SD1,20V9 6
ERpi ticm Date-[Q�--�-`I 7 O SHOW
9 301
HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH U� It1�1�y �Mfom be e ro u.tOnntrot o
HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT S. MpNSOUft, PE 4
EXPLODED ASSEMBLY EB-0006024
WTIT ENGirifaiMG.47C. 7
:I
j A N C H O R S C H E D U L E
pMSIONS BY '
09/11/98 sP
01/06/
ANCHOR SPACING vs DESIGN PRESSURE UP TO 59.6 PSF UPTO 71,5 PSF
AND CONNECTION TYPE POURED CONCTSTE CONCREEOLOCK POUREOCONCiETE CONCRETE BLOCK NOTES: O1/I6/1144 5P
SIP
CONEC71ON TYPE CONECRONTWE CONECTIONTYPE CONECTION TYPE
ANCHOR TYPE PANEL E.D. A B 1 C D I E A B C D TT A B C O E A I B I C D E SPANS AND LOADS SHOWN IN THIS SCHEDULE
NS N DESIGN DADS ONLY.
I 3• 16 13 8 i3': i3 16 13 iD,: 13,,;•13„ ,16•,�-13, 7 13 13,• .16 13 9, 13 :•13--,
.. ..........:......:......,._...__....,.......... .....
ARE
80"SPAN 2• 16 18 7 i3-; 13 16 13 @ 13 j 13.• , 4.
16 13 •5 "•13:•;•13-, 16 j 13 •6• ,•t3•:`13 '
REFEROTOFOR WSHEEABLETISPAC
I im, •1g•Y 13•?•5•• •13 t 13 16• x-13 fi •'•13 13 1A : 13 - 4 •13 13 14 13•:-4 : 13 •19
"•B 3' 6 i3 6 13 13 18 ;_13 7 : ?....
., .?.......... � .. ......;13..i.t3-. .14..;.5...;.6..;. 9 10 iq 8 S 9 0
ANCHOR
ftd"RAWLLOKteOLT SLEEVE ANCHOR 00'SPAN 2" 15 11 5 X13 -13• 16 11 6 13 13 12 ; 6 46•_• •-9•• 12 6 j 6 •@••.•9
{ } _-•••;.,,•.,; MINIMUM ENQEDMEN7 AND EOCE DISTANCE EXCLUbES
... ..... ....
11/0"MIN.EMBEDMENT 11/4' 13 : 10 : 4 : 13 :.13 13 : 10 : 5 13 : 13 it : 5 : 3 : 7 : 8 11 : 3 4 7 : 8 STUCCO AND/OR WACC FINISHES.
9 10 14 7 6 9 10 11 Q 4 5 4 12, 4, 5 5 4 _
3' 14...,_.6._,.6 ...,.._...
105'span 7 .12..:..6...:..4...;.8.....9....iz..:.8..:.5...:..8..;..9... 74..'..4...;.4....,5..%.4... .1b..;.4...,..4...i..3...r••4 NT ANCHORCONDITIONSH4
@ •9 3 f 3 •:• 4 9 3••" 3 4 .1,' SHADED AREAS REPRESS A CNO THAT
- t vd' i i : 5 : 3 : 7 : 6 11 : 5 : 4 : 7 ARE NOT ACCEPT
AQCE,
3' 1t ..9..;.4...(.5..,.4....42._(.9 5..:..6.. ..4... .........:...;.:
123'apan 2' -10 4 5 4••..10,,,,4,_,,,A-,;,5,-.,„4,_• .,,, •- IT SNALC BE THE RESPONSlB1tITY OF THE
ft14' .9.....3.....3...,. .. .:_' :.. ;,.;.:;a.'..,.:::;.G.:r.'.:;..::..t �,,:.a.....'
3 4 3
4 3 9 3 ATO 0 VERIFY THE SOUNDNESS OF
8,, .13,, ,7_- 13.;•13 13 13 8 13_.j,13_• ,i5. 13 6 _: 13 t 13 11 : {i ;_8 ;,ii.,;,ii.-, THE STRUCTURE TO WITH STAND THE ADDITIONAL '
1.. . I......:........
88'SPAN 2' •15 : t3_: B 13 : i3 12 12 5 j 12 12 13_: 13 _; 5 : 13 j,19.• 10. : 10 : A _� 10 : 10 LOADS AND INSURE PROPER ANCHORAGE. pp '
1114• 14 13 ; 5 ; 13 13 10 10 : 4 10 10 i2� : 12 ; 4 : 12 72 9 9 3 9 8� SHUTTER SYSTEM MAY 8E/NTSALL INTO WOOD.
10..;.5...:.5 10 10 CONCRETE OR MASONRY. $2
... ...............i._....y......__.. ..... .. .. v'
8e"sPAN 2' 12,. _,9,- ) 7 4 9 : e i0 6 4 6 : 77 : 3• :•3..:••5 5
!Jd•RAWL zAMAc NNCiN DRIVE 1114, 11 3 4 11 11 6 @ ; 3 ; @••;..@.. .9...:.4...:.3..:..6..:..6... .7...;.3.•;..3..:..4...:•.5_..
(HAMMER DRIVE) 3" ,11, ;.,5, 5 7 8 6 • d,,, ,4 5 ,;,,6
I 318•M(N.EMSPOME14T IN CONCRETE f05'apan 2' 1Q : $..I..4...7.7..•._...•.......I.•. ...�.. : .. 8
......................:.7... 7..:.4....... ....... ...:....
i i/4'MIN,EMBEDMENT IN BLOCK 1 11q' 9 4 3 6 7 7 .3 3 : 4
3'
..9...:.3.._(..3..i..¢..,..3.....s...i:.:.. 3-;.3
..3..: 3 tr
123'span Z' 8 .. .. _ ... .:. .J
1114' .9............................... .........:.:......._..._...__.:. .. -
, 3 4 3 6 3 $
vNTI0U5 HEAD TYPES 3' .16 13 {f • 13.:..13 16,;_13 _,•7_._•,t3•-;•13.. .16.,: 13• _B•.;-13,,;,13 _13•;_13• ;•8 ;,13..~.13.•
80'SPAN 2" .16.. _13.. ..9.:.?3..:.?3.. .14..:..1.3..1.6..:..13.._.13.. .i8..:.i3 .:.??..'.i? W
lal�t�tkltlt�tli�ltt>lh�t�t)D` 1114' 16 : 13 6 : 13 : 13 13 : 13 5 : 13 13 16 : 13 6 : 13' 13 10 10 4 iD 10
�ctitcltic.itiAt�a' 3' ,18.. _13.. .8...:.13..:13.. . ..6.
08"SPAN 2' 16 13 : 7...:.73..:.?3.. .11..i..@...i.4..t.1?..t.1l.. .16.r.7.. 6 .'•..10..'.?i... ................ .6...•:6. .
�tttxttttt�t�txttt�� 1114' i9 '13 ; 6 i 13 ' 13 10 : 7 ; 4 ; 10 ; 10 14 ; 7 : 6 : 9 ; 10 11 : 4 ; 3 ; b : 6
8...:..73... ..9...;.4 : 3
(MASONRYSCREWS) f05'Spon 2' 16 : ], . 6 10 12 „9„7„4,_j•4 - •6••;..7... .i3.. ..5..r 5 6 5 8 •7 3 3 : ,A...•,3..
174'RAWL PERMASEALTAPPER iV4' 14 7 5 9 10 @ 4 3 ;•6T 6•• 12. 4 415• ; .4._• 7 ;••3••:•3 •
U4•ELCO PANELMATEs 3' 15 7K .......
5
1112'MIN-EMBEDMENT IN CONCRETE 123'apan 2• 13 6 6 ; 5 8 9
,,.: 3 Z.
............:. . .........::. ...:.. ... .:. .:, ,:. .'
11/4"MIN.EMBEDMENT IN BLOCK 1114' 12 q 4 5 A 7.-}- .• .: - 3 : 3
3• 13 16 13 7 13 : 1316 13 : 10 :.113••: 13. •i3.-...i3•,:.6--'•i313. '^ '
...... ................................ ..:..._.... .... . ......
08'SPAN 2.5 16 13 10 13 ;13•,._14 :.t3 : 6 : 13 13 ,16•.y•13 8 13 ;,13-• ,12., 12-, 5• : 12 :,12,_, uS
2- 16. 13 8 13 13 13 13 5 13 13 18 13 13 13 10. 10 4 t0 14 -
3" -18,-y13_,;•,9.,,;•13 : 43 12•• B 5 12 ,•72„ .18,-•10 6 � 13 : 13 10 ��-,•..4 6 7 i
114.20x710",1121 DIA. WSPAN 2.5' 16,.: 13..; .8...;•13.,,13....1T „B,,,j,5_, .??..: 71„ .16..:.9..: 7 12..7..1.3.. •9.••;,4 4 7-6 6._.
1
10 7
RAWL DAWN 3' 16 10 B : 13.,: 13 10, 5 : 4 : 7 : 8 16 : 6 : 7 7 18 3 8 : 3 : 4 : d,_.:,3 °' O
(MACHINE SCREW ANCHOR) ... ..,... .......... ..... ... .. ...,.. .._.. ... . .... .__. ..... .. 2
718'MIN.EMBEDMENT 105'span 2.5" 16 9 7 13 13 9 4..,x•4 : 6 7 f6 B 6 B 3 8 3 3 4 3 H
2' 16 8 5 if 13• 6 d � 3 5 8-• �14 5 A 7 •��3.• 7 3 �'�3 3 � W
Q.
7 : @ 4 3 '•
:;
123'apan 2.5' 16 :.,8...: 6 - -
3
2" 14 6 4 7 5....-� I
U
PRODUCTREVISGD s[P�JRe
fss,,nptyiog,,ith81e E1Orida U
Building Godo
i t ncxT+mnee
Expl bn~Tore oT7 8 scam
U
ROBERT S. h{V OUR, PE By N GnntrO N
EB-0006024 m
QN41f ENGItIEEQING,INC. 7
A N 0 H 0 R S O H E D U L EF. R V 510N5 OY
• 09/11/98 sP
ANCHOR SPACING vs DESIGN PRESSURE UP TO 91.5 PSF UPTO 91.4 PSF 01/06/06 sp
AND CONNECTION TYPE POUREDCONCTETE WNCREM8031K POUREOCONCTETE CONCRETSBLOCK NOTES: 01/16/14 sp
-7-
CONO;lm TYPE COne=NTYPE CONECTIONTYPE COSC-1-N TYPE
ANCHOR TYPE PANEL E.D. A e C O E A B C O E A 8 C O E A -B C D E SPANS AND LOADS SHOWN IN THIS SCHEDULE
3` 6 13 S3 16 t0 7 13 13 13 7 _: 5 9• 11,.-•13 : 7 _: 6 9 11 ARE FOR DETERMINING ANCHOR SPACING ONLY.
.......:............r. .. .,.... .......,......,......,,......,...... _
_,• Sr$PAN 2` }4 9 5 13• 13• 14 8 6 73 t3 12 6 •4,.:.6 -;a i2 s• j 5 6 iD. FOR ALLOWABLE SPANS VS. DESIGN LOADS
®-- IVd' ..12,.:,8,.:,q iz : 12. •12. 1 6 4 .12 12 11..;_5... _3.....7 REFER TO SHEET 4.
4
it4"RAWL LOWBOIT(SLEEVE ANCHOR) 86'SPAN 2' ..•.,•..•..r.,"•„.".. ••.•.,...•..;...._ •. ..
it- ..4...:.4...:.:5-- 4 11 4 5 ; 6 ..,..3... .10....3..'..3..,.,4...,.3...
3 5 1.4.....18..1..4...:.3...;.5.. ...... ..8.._,..3...;.3... .-0.....3... .9...:.3..,..3.._..4......3... ISTANCE EXCLUbES
i t18'NIN.EMBEDMENT 11/4' •1Q• Q MINIMUM EMBEDMENT AND EDGE D
3" STUCCO AND/OR WALL FINISHES.
108'spen 2' -
i : } SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT
1 ud” V
ARE NOT ACCEPTABLE.
,
123"apsn 2• ..,_.....,....,..:....L.....r.....:.:...;i....... .;:
IT 5NAtt RE THE RESPON$IBItlTY or THE (.J
3" 13 8 6 12 13 9 6 4 9 9 11 5 b D j-9 ,6 4 4 8 7 CO RA 7 T V RIrY N SOUNDNESS _
...;......}.....:...... .............t......;......,....., ......,,............,...... ...i......;.._... THE STRUCTURE TO WITH T STANDTHEADDITIONAL
ae'SPAN 2• -i 1.,...7 5 11 11 B : 5 4 B 8- 10 5 Q 7 0 9... .A. 3 5 6
t114" 10•...7.........: IO....10. ..&.....5.....................6.. .8..:.4.....3..;.6.....7....;.....3..;..3..;..4_..;.5., INTNC INTO WO d
4 3 7 LOADS INSURE PROPER ANCHORAGE.
3' 10 4 4 5 4 7 .{ 3_; 3 4 -• 3 9 3 4 ;..d_--___3•_, 7 :.. ...; 3 ; 3 CONCRETE ORSHUTTER MASONRY.E 6 g
E
B8'SPAN 2" ..s 3..:.3 4 4.....Z..;...:..;.3.._„.3..... ... ..6...:.3.. .3.., 3 ` -5".: ,.3.. g
1T4"ttAWLZAt4AC NAIUN DRIVE 1114 8 3 3 4 3 83 �7�• •- 3 ; 3 � 5��i'• � 's 3
(HAMMER DRIVE)
13/9'MIN.EMBEOMENT IN CONCRETE 105'bpan 2' ......{.............},..:-:-,.......:...a.,..,:.........
1714"MIN.EMBEOMENT IN BLOCK 1114' ''•+•�11 ..:L.'.r.'.1.�...'. .'..:.. .
6
3'
j.
123'span 2' '• + Cr"
1114* .. .. .. ...
VARIOUS HEAD TYPES 3' 16 13 8 43 13 11 7 6 11 1t IB 8 7• t2 13 10 : 5 4 7 B
8B'9PAN 2" •i6- : 11 : 7 ; S3 13 SO : fl : 4 10 10 16 8 B : 70 }2 6 4 4 6 7
' 1114' 16.;..10..:..s..;.i3....13....g..:..6...:..J...,.9..;..9.. .!4..:..7...,.5..;..9..:.11.. .8.._,.^..;..3_.;..5_..;..9...
�t1t�11t1tICICltlltt� 3 S5 : 6 8 • 8 • 6 9 • 3 • 4 • 4 ' 4 74....4�..:..B..;..6 _B..:.3 .3...;.?...;.3.,.
a8'SPAN 2" is 6 5 7...c.�.....$...:..3...c.3_.:..4..1..3... .1?._�.. ._�-5 5_..1.4..._7_.'.;:�t._�..3...�.3...'i_....
�ltlttilticiTtiltixk� 1114` 12 .b . 4 : 6 : 6 7 ; 3 : 3 : 4 : 3 11 : 4 : 4 : 5 : 3 8 : 3 t
3-
(MASONRYSCREWS) IDY,pan 2 •...•...•............::................ _ .. ..
.:..-.::_..:..:......�....:... - w
1!4'RAWL PERM^-SEAL TAPPER 1114' [.I 1
1/4'ELCO PANEL MAT ES 3' :.j.:.:.•.,,- •.._• - .• .. �.
._... .......::. .:...:... ........ n
I WMIN.EMBEDMENT IN CONCRETE 123'span T ., - ', -
.........:...:...:.:.... ., �S
1114”,MIN.EMBEDMENT IN BLOCK 11M' �• •: .,,:, - �. ,,. � �• •.• �• � �
I 13 : 3 11 7 6 11 17 i6 : 10 1 8 1 13 ...,13 ,'•q.,;,.7,:...B m
SB•SPAN 2.6` : 13.....50..; 7... .:x...:.10 : 10 i6
2' 16 12 6 13 13 9 6 3 9,•;.-9-- •16-; 8 ..'•5 12 13 8 4 3 5 6 z W
9 : 8 9 : 3 : d 4, : 4 16 : 5 6 •-,7-„I,6,,, -B., 3 3
3' 16.....7......?...,............................3 ,.. ........ z
114-20x7!8',112'01^. BB'SPAN 2.6' •,16 6 6 8 7 8 ; 3 3 4 3 15 ; 5 5 §_ : 6 7 3 : 3 1
RAWL CALK-IN 2” 16.....0 ..4.. ...a..,.6.. ..7.. ..3.. ..3.. ..4._ ..3.._13.. ..4._ ..4....6. ..4.. .5.. ..3.. o Q+s G
(MACHINE SCREW ANCHOR) 3"
T/8'MIN.
EMBEDMENT 105'span 2.5' .1., - '�-• o LL,. z
C
2"
3"
123"9p n a
.E" .. U
PRODUCT REVISED
w complying widi the Florida p S[P d B su
//. Building Cad.
Acc.ptannee No�S—t)�� •ZZ- O or ie 98
-V 'jJV/VJ�� JYI`J Eapi foAota o 'L ZO/7 V
r SHORN
DM(y Ll
soo.zeotiD pct Cono
ROBERT $. MONaOUR, PE
EB--0006024 6
ENOINectair,VC 7
A N C H 0 R S C H E D U L09E 9/11/ e.
t/98 sP
WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 61,5 PSF UP TO 91.4 PSF 01/06/06 sp
CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 01/16/14 sP
ANCHOR TYPE DIA. SPAN A B C D E A B C D E A B G b E A B O' b E
8s5PAN 4 10's 10 9 i 4 i 4. 1 6 7
BRASS WOdD 8USHING 114.20
V�JJV 14..;.13...;.5...;.. . .................. . ;.
Ba"SPAN 11 : 8 4 11 : 11 _9 : 4 : 3 6 :_7 •'8.•:•.3- •3.. : 4-.:--3.• .7 ,.,3..1•.3
105"SPAN
..9......4...:..4...,.6...,..7......�.....3. 3..,...-0�. 3. .. ..
i'MIN.PENETRATION123"SPAN 8 3 3 4 `
3
68'SPAN 16 ; 13 .'.8 ..'.13. 13.....16...[.13..: .6..1..13..:.13.. .14..;..9.....6...°.13..!.13.....1?..:.6...:..6...:...8-- .8...
�XX�XXX�XX�XIXIi��
1/4" 88-SPAN .id � }# 6 � 13 � 13 12 ;-6 � 5 � 8 9 10 d d 5 4 9 X 3 4 j 13
• WOOD LAGS ..105"SPAN 12 : 6 5 8 1 4
1'MINIMUM TREAD PENET�LA710N 123"SPAN }p q 3 5 : q '• - '
r=
- FtF thtF'tF}t}tt}t}F}t [123"SPAN
8"SPAN 16, c,13.. 10 13 :.13_...16...x.13..`..8..x..13...:..13.. .16_ c,10. 7..__13..;.13.....14. 7 6 9 11 .
F}F��FF}}FF)}Fl•FY1}PEER' ., ., ..1.............:.....'+--'-
5118" a"spAN 16 1 13 7 : 13 : 13 14 7 { 6 I 9 10 12 : 5 : 5 ; 6 5 11 4 : 5, 5- : 3
................ ........................................._...... . ..
WOOD LAGS 05"SPAN 1q : 7 6 : 9 10 12 _,4„ 5 6 4.:..7_........ _.I :.I. ..:1"MiNtMUM TREAD PENETRATION 12 t 4 6 6 4 ,• ' ,- •' yet 8
89^spAN 16 13 11 13 : 13.. ..16 #3 .1..9....i3...c.t3.. .56..�..1?...'..8...'.1.3..'.13.....16..:.g...:.'.?....:..11...1.13., I r•
oa'sPAN 16 13 ;_-9 13 1 13•„_16 8 : 7 : 10
WOOD LAGS 105”SPAN 16 : B 7 11 I 12 14 : 5 6
I"MINIMUM TREAD PENETRATION 123"SPAN 13 : 5 : 6 6 : $ :'
89"SPAN
.. ...13......1.2... -13.. .13. ..16... ..1...'.. ...,.....1..3.....x....316 ; ..!......1.-.-13.,... ... ......... ..... -..9.......[;.... -.-.:....1,?.....,;..13
... .. - .. ..... .. ...
7116 88"SPAN 18 ; 13 ' 913i316 ' 86f6 :.67td ` 66C4:
.... . .. .... w
8
WOOD LAGS 105"SPAN 16 9 8.,.,-12 13 15 5 7 7• 6
......t........ .. ..+. .................
1'MINIMUM TREAD PENETRATION 123-SPAN 15 : 5 [ 7 7 : 6 •- •• • - -.' -- -
68"SPANmNripUepW�atY' •}}�.��VF�}F�t}�F}�.t}�t}�}.r� ,56_• ......
?3 6J
•. ..a ..... .......
1/4" 88"SPAN 14 ,1 1• _.13.. .1k..i.9-..c.6......1 3...:.13.....12._.:..s.,.i..5._":...B....:...9.
...
_8,--,13_-;,13.•. 12 E 5 8 9 10 4 1 4 . 9 3 4 c 4 1 3
1/4"ELCO PANEL MATES 105"SPAN 12 : s 1D 4 a s q
.............. ...... .......... ......
6.
. ,'. ;
1 7/8"MIN.THREAD PENETRATION 123"SPAN 10 q 3 5 : q
}ttt�tttl yt}tt ttc���
68"SPAN 16 i 13 i.8....13..:.13. ..15 : 13- 6...{..13...1 .13.. ..'1.4..;..9...1.B...i.i3..;.13.....1?.::.6...i..5...1. .8... .s...
114" Or SPAN 14 : 11...:...6...:.1.3. :.13.....1?..'..6...:..5...:..&..:.9... .1.0.....4...._.4...:..5...:..4.....9...1 3 4 4 ...3... -+
114'ELCO PANEL MATES 105"SPAN 12,.1.,6 :-5• 8 9 10 4 4 : 5.... 4 - - ,,, 'd 0
.. ......1...............: .... ..,.... a '�
1 718"MIN.THREAD PENETRATION i23"SPAN }0 4 3
VE{ttOUS HEAD TYPES "SIPA t6..1.13. 8...:.1.3..i.13.....15..[.1.3._:..6.....13...:.:13.. 14 :..9...:..6.'..:.1.3..: 13 1? 165. 8. t..9... p
F}
1�11t���llt�llL`l`t�t�Lllli�tll�' 14 �1613i31? ;.6...;..5..;. 6. .: @ 10 :,.4.. A-...;.s :..q.....s .....3..•..4._.•..4 :.3...114"MASONRYSCREWS 114" 12 6 , 5 8 9 10 : A 4 _ - -,-. ... ......: . ......:... ."
1718"MIN,THREAD PENETRATION 10 4 3
w
1
NOTES: o W e
SPANS'AND LOADS SHOWN IN THIS SCHEDULE H e
ARE FOR DETERMINING ANCHOR SPACING ONLY. "
FOR ALLOWABLE SPANS VS, DESIGN.LOADS
REFER TO SHEET 4. UA`
WHEN ANCHORING TO WOOD, THE WOOD MUST BE �
A MINIMUM 2 X 4 £OVAL TO 12 SOUTHERN PINE
0.55 SPECIFIC GRAVITY V
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
OR SUCURELY ATTACHED TO FRAMING STRUCTURE
y
SHAOEO AREAS REPRESENT ANCHOR CONDITIONS THAT ! PRODUCT REVISED SCP dR,0 RSA(
ARE NOT ACCEPTABLE w eamptytng with the Fimidu V
Euudios Calle
IT SHALL or THE R£SPONsmiuTY OF THE ;"rr I ..TA 5.,_p'r�4_7'L-, 6 m rose
CONTRACTOR TO VERIFY THE SOUNDNESS OF /{'f)./ A enee No
EA4ti o Dam W.-I,
/' (,•> SMOtvnTH£STRUCTURE TO WITH STAND THE ADDITIONAL D iLOADS AND INSURE PROPER ANCHORAGE. I .SHUTTER SYSTEM MAY BE/NTSALL INTO WOOD, ROBERT' S, ONSOUR. PEMiami D r ueQ
CONCRETE OR MASONRY. EB-0 06024
gp4.1S fiH�ihEEAlt1G,NC ']