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Product Aoomval Nienu>Pmduct or Aoolication Search>AoolicaGop Llst>Application Detail
1,
FL# ..FL16984-R1 JUN 7 5 2011,
Application Type Revision
• PERrriTriryG
Code Version 2014 St. Lucie C OLln
Application Status Approved tYr i=L
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8A7 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmail.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technical Representative
Address/Phone/Email
Quality Assurance Represpntative
Address/Phone/Email
Category Shutters
Subcategory Accordion
0
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 Javad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Jesus Gonzalez,P.E.
�• Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 RI COI SS-Regency Alum Accordion Shutter(LMII-CI
2014.0
f
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/07/2015
Date Validated 05/07/2015
Date Pending FBC Approval 05/18/2015
Date Approved 08/18/2015
Summary of Products
FL* Model,Number or Name DescPtption
16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter.
Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ•Yes FL16984 RI iI SS-Regency Alum.Accordion Strutter
Approved for use outside HVHZ:Yes (LMI)14-02-pdF
Impact Resistant:Yes - Verified By:]avad Ahmad PE 70592
Design Pressure:+200/-200 Created by Independent Third Party:Yes
Other:See drawing 14-02 for span vs load combinations (Evaluation Reports
and installation details. FL16984 RI AE SS-Reaencv Alum.Accordion Shutter
fLMI)-PAE 7.014.odf
Created by Independent Third Party:Yes
a.
R -
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850487-1824
The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Smteme'rtt::Refand Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Acc(eeptts:
EEId��1 .
mawr;f'I�7
6
DEFLECTION CURVE AT 100 PSF N_ SLAT PERFORMANCE CHART
v ACCORDION SHUTTER EI•Bb22854 m IOstl 11 LOW J
EI.enzzas.
DEFLECTION CURVE FOR POSITIVE LOADS ONLY NEEa11.LL�FaA P05'LDaO
- _ I m
EI 1926.10
BPAN/79.27 FOR NEG.LOAD jD'0
I
no
1--- 0
41
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H N --... --- _ --- a o
m
LL
4_Y
IZan! a
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ISI
r 60 70 80 90 100 110 120 130 140 ISO m �'i
SLAT SPAN - INCHES 0p I mo
IS- :.......-- �_..fII ...._.._:__—r.. ---.. I _......-. p w
LARGE MISSILE IMPACT m .,_--___.- j ....... U y M
MINIMUM SEPARATION FROM GLASS
SEPARATION REOD. DUE TO WIND 10A0 al SEPARATION REGD.DUE TO t...-• � {• --�� �I �
SHUTTER SPAN m H N. i-
DESIGN LOAD Pd PSSEPARATIONSLAT m,.__,_-_^-_. ,_�_._....__..—_ .-.. _.. N
FACTOR K Pd/100 IN. L SPANS UPTO SEPARATION ,0 I - i--- - 1 Z W o
.
READING FROM SPAN D.CURVE-0N. 88x q ) B O^p m
DEFLECTION AT Pd-KID ( IN. ---_-'-- m
120' _ _ J ST
MIN. SEPARATION REDD. - K•0+1'a IN.,
FOR INSTAWTIONS UPTO JO'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD C � - - t ---•--'-----"' — -"- - Z m
REQUIREMENTS SHOWN ABOVE Z C
FOR INSTALLATIONS ABOVE JO'OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT, I LW,1 O n
NOTE.NO PARE OF SHUTTER SHALL BE UNDER 30'AOOV[GRADE TO WANE LARGE 4d91E MALT REOUREMENT,
ru
'USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS 60 70 80 90 100 110 120 130 140 150
FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. SLAT SPAN - INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE ly
HIGH VELOCITY HURRICANE ZONE AREA
. L.._-_..__—_._._.___
I I USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY .,
I FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. e n
LARGE MISSILE IMPACT RESISTANT PRODUCT I - -- -- — o RI
2D2, 201 AND 20J OF FBG. I OFSIAGN LOADS SCE 7-10.
GENERAL NOTE 02
HALL BE CALCULATED AS PER REQUIREMENTS i
1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ,
HURRICANE ZONE(HVHZ),
2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING r---- ---•- •- --•---•'••-------•-• -- '^ORI
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT IS A-THIS PRODUCT EVALUATION DOCUMENT(REM.)PREPARED BY THIS ENGINEER FL #16984 GCNCfl1C AND DOES N07 PROVIDE[NivemmioN FOR A SITE SPECII`1
'� o I I
CONSTRUCTION MANUAL'LATEST EDITION. ';e-CONTRACTOR 0 RE THE
SITE BLE FOR THE SELECTION,PURCHASE AND \\\%%%It till,///
3. ALUMINUM ALLOYS: ALL EXTRUSIONS SMALL BE ALLOY AS SHOWN ABOVE LOCK WITH THE FOLLOWING STATEMENT. � PROJECT.Le.WHERE THE SIZE CONDITIONS DEVIATE FROM THE P.E.O.
4, STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM'SHALL DE NATIONAL APPROVED SHUTTER ASSOCIATION INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION J ��8717 N.W. /�i I II 9 SII
CNEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH WPROVIDED `VV
O
FEDERAL SPEC. NO.TTP-645, OR BE GALVANIZED. . 117 STREET SUITE �f l t ��•'�jGENSE'••;V �� iv a I
N TINS DHE/SNE DOES NOT DEVWTE FROM THE CONOIbONS DETAILED
HIALEAH GARDENS, FL. 33018 OCUMENT.
$
5. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE IC-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF N 70682
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALTERED B/ANY MEANS. ! ? 0.
6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024-T4 D-SSPPROJECTS SHALL 0E PREPARED BY A FLORIDA REGISTERED ;•, •1�`_ I I
OR 7075-T6. OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. I ElIZE TOTR OR ECIFIC ARCHITECT WHICH YHLL BECOME THE ENGINEER OF RECORD(E.O.R)
FOR THE PROJECT AND WHO ULL BE RESPONSIBLE FOR THE PROPER
7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTIONS THE LESSER OF L/30 OR 2". USE OF THE P.E.O.ENGINEER DF RECORD.ACTINO AS A OELEOATED g',^,e OP I dFOW(ng n0.1
ENCINCCR TO 1HE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER TILE SITE •' Ill 1
B, ANCHORING OR LOADING PART OF T OTHER THAN THOSE SHOWN IN i • 1
THESE DETAILS ARE NOT PART OF THIS APPROVAL. SPECIFIC DRawlNcs FOR RLV.EW. i� s'•.A20R10T�.✓' � 4-02 1
- -- •-------� E-THIS P.E.D.SHALL BEAR TI'E DATE ANDAL SEAL AND SIGNATURE OF /S�O• • �`\\ _ __-J
9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6. s Be
THE PROFPROFESSIONALTHAT
CNGINECR OF RECORD THAT PREPARED IT. / ���• \\ —"
o
a .
3.115 3.115- -5.000
�..v----4.032 2,062 --2.062-
.049
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!!! .625 .125 I I Z iol
1.237
-.125 TW. o
R,241 R 112 3-- -7 1.975 �Y 1.265-••j -1 2.000 Q G
R.303 2.600 1.265 I I
R.t74 2 X 3 % 1/8; y
6063�iTb -� -- - .719 2 %5 % 1%8'
7J6 O 4
-- •---- --4.638 716 CEILING HEADER BUILT-OUT ANGLES 0 t h
-4.032 6063-T6 6063-T6O
V O e1
WALL HEADER . a WR o
.049 6063-76 4.115 0 6 Q-d '.
j 3.062 f9co a
-,---4.115-
R.24
-4.115 {I.2 °.
R.3o3241 -1 1.000 2.062---<4 1.250 -z.osz Izs J° 5 C I
- I 1 aa �
FLOATER SLAT Q 2.600
6063-T6 .750 -.125
t-_ ! �-1.265-moi 1.237L9 .2.600 �••-1 265PL
1'237Hf•062 �. -SI. esti
I 718 O
1.507 .832 1.750-• I O' �M t
.716 ALT. 1' BUILT-OUT WALL HEADER a'=N�1
• 6063-T6 En tF"f,
FEMALE END SLAT " BUILT-OUT WALL HEADER1 1I25 -,076 q Z e
6063-T6 6063-T6 &!I
Y_ 12 f
N W o
-5.115
•--2.040 5.115- f -4,062 1.044 CL- a
1-�1.530 3 1O
�--2.062 Z m
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y_ .078 6063-T6 W F 00 a
i .126 2.000 2.062 W Z 0
2.126 1.000 1.970 2.250.2,444 �Tt
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J- J.350 �- 1
2.800 f1.265 j 1.237 - .076
-�� I _� 1.2J7 1.000 .691
rte-1.265-•j L �
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2.226 .6l2 1 - i I ci
• .718 - __-_ 4•+--1.464-•1 1.044 o
2.441- .716 •-
4.167 -
FEMALE LOCKING SLAT
6063-T6 2" BUILT-OUT WALL HEADER ALT, 2" BUILT-OUT WALL HEADER THRESHOLD TRACK
8063-T6 6063-78 6063-T6
L
2.070
56-••1563z.eos FL #16984716 1.725- .080 8 - .405 .060 -
2.250 1.970 1.000 { FIMA
00 ````����1 ,///,�'', `�I•'�•�° '��
2.444 2.128 I 1.297 1.297 �'P'V' i�_y�Y�' i
�os2 1.371 -- �:'voFwsF •.,
L .856 980 1,636 I ,875 .094 .094
II _ Ll Pte: __C No.70692 � �'•
I••-• .514 154 .154 - 1.000 =
r�-2.258 1.044 I -•.I{ILl
.269 �- Vim--2.805 1• - 3.605
2.471--- 2.834 ��Q•' 8' .aoF f(j� dr°wmg no.
14-02
MALE LOCKING SLAT
LOCKING SLAT INSERT BOTTOM SILL TRACK BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK ADAPTER �� /011dl4L ,---
6063-T6 6063-T6 6063-76 6063-T6 6063-T6 1� Leheet 2 0f.7
1s
I r
WALL MOUNTSINSIDE MOUNTS SHUTTER WIDTH �v i
ANCHORCHART TO,USE r` N
' I.' ANCHOR CHAR?�TO UTYPE N6iOLOC WOOD
SE IMETPl, I
iyt 0�ME CpNq)BLOCK.WQ4 _jC 1t-�. "- /
l j C 7- 3 I�I 0` L3 1I - z
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_.'�.. TVP. ,Clr D 1 1 p
Igo
I Id
{ N a .I Gi U 1 l I V p H
.350 a p;M g
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t CONC..' I �• 1/2'DA. X 11/16•LONG
q_'a
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T' M
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I
F' .350 MAX TYP Ili I �' c l
•' 1/2'DIA. X 11/16'LONG
NYLON BUSHING
TYP.
�1/2'DIA. X 11/16'LONG - \ •\\'• \.•III'\ \�" •`\GONG..`� \ ' s \\\CID
NYLON BUSHING \.. '. �..\�'� Ili �•\\ '. BLOCK`,. `'`.\ \BLOCK
TYP. '. WOOD
'ANCHOR CHART TO US[ I° ` WOOD'•. UI7 �.\\METAL�\\ o d I
',METAL.,`,
' TYPE-CONC'BL�WIlIlIl,METAL Y�- \..,` \ \��\ \ �H�' I
ANCHORS
SAME AS HEADER B 6 2_ 1YPE CONC+BLOCK 1Y0D0 1AETAL� ✓ _c I _1
D �{ a ��I B i
SECTION A-A G . I _... ._ ~_ SECTION 8-8 R -7-
_ __.. -E
No.70592 I
.._.__.___._..__--- -.-_...1 _.___.--_-- : '•.,
611P.-OF (j.� rdrawwiing-.no...
_ Ed= TYPICAL EOCE DISTANCE I ANCHORS:EMBEDMENT&EDGE
CONC.@ BLOCK a 12a (12 ANCHOR DIAMETERS) —'DISTANCES SHOWN ARE BEYOND FCORLOP,.•' \ Ll
OR WOOD INSTALLATIONS SEESHEET6.�AILS SEE SHEETS 1 & 2. FOR LESSER EDGE DISTANCES SEE SHEET 7 OF 7 USED N ANY SCLL DET COMBINATIONS.AN BE' THE WALL&FLOOR COVERING FL 16984• �'SS�OR!/4L �` 4-02
I, � (STUCCO,TILES,ETC.) }J'
_. _---------__'- --_...---- I---------._.. ------------._. ." .._ -- -------..._ {...-- -- --•---• T 1 sheet 3 of_�
e
BUILT-OUT CONDITION BUILT-OUT HEADER ALT. BUILT-OUT HEADER
ANCHOR _ CiTAR7-1'bDSC'- I �� Ii
\\. 71•pE CONC.�BLOGK.kY40D ME7�By - __
yp
3 _ RT T-CHAftj Y
qq ANCNE R} CAA TO VSE
CONC.` I L..-B 3..{_a l : I-'—'^. �c-IBLSGK
1 f GD { WOOD�Jiv, '�' 19
\I BLOCK., _._C _1-. , �i7 3 \ r BERG�al -{ O
FOOD,,• I 3 -- _., !/ 7.. 4 ` .� D. �._
h[�p -{ SE 1
-I EPAI• [ �-�.. _ _-.; ..1.....= 814 X 3/4' ;, - i.,._ 2 __-� c�
+,._:....j SELF DRILLING SCREWS EEE
IL
F!
AT 6•D.C. ------- .. p J
•�;�' a�9 ?� '
❑:p1r
c
Ed ' / I ,Ed Ed.
BLOCK'', 0 di
' -
I i � -,METAL
2%3 X 1/8' 111 r- {I.z
1/8
ALUM6ANCLE 9' Ed,,
BLOCK/
6063-T6 (i METAL,• i a z
ANCHOR_CHAitT TO USE_.__. ' _ ~
yTpE�G4NG.:B446K..WG4IL(METAL7 � o
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ts1
11 W
' Uy
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- I IL I^
ANCHOR; _CHART_TO US.E I� I
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1 Von
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C n I
go a
---� 810 X 3/4"TEKS I i
i Ed:', 810 X 3/4'TEKS I AT 6'O.C. AT
� AT6'O.C. j
I \
Ed I;,/ / i E : ul
- I
810 X 3/4"
SELF DRILLING SCREWS
AT 6"O.C.
i I
�/> P,• 2 X 3 X 1/8' \,) jr�l�,/ •CONCf� �`�\\\\\\\,BLOCKGONG\\ m
2 X 4 X 1 B' 814 X 3/4" ,.\
' CONC 2 x 6 X 1/8" SELF DRILLING SCREWS -. _,. / 'WOOD \ ` •WOOD
\ BLOCK/
ALUM ANGLE AT 6"O.C. ANCHOR-_-CHART ID USE_ 'j ' ;METAL ANCHOR,_ CHART 70 USE T �,`. 'METAL\\,
W000' 6063-T6 _TVPE COryC;'HLOLK WOOD IMETAL. � TYPE„-9N.6 BL4&Ii11Y4S10-ML1A� -
METAL.! _._A...-.._�..-�-..r A. ..i._8. - __..� 11 1 11 1/ ^.
µCHOR CAARTT�U$E,. "" B 2_-- �t� A/ ( }
M 4311- - IWDDD..M�TAL, --� j i"i_ _ D---•._Z-� ..._-_.. 1'v:..�.�„ AA'� Q I
-E—� 1 . �''130EN81c ��� I N !
ADJUSTABLE SILL ALT, ADJUSTABLE SILL - Tom' '= ;I 4 I
SECTION C-C
HEADER AND SILL DETAILS CAN BE i d' ........ 14_02
USED IN ANY COMBINATIONS. FL #16984 i .1 `�� sheet 4 or 7-;
-- - ---
`Z �I
w of
oa'CIL � a
a� a.
,,,FLOATER SLAT Q,O u
OPTION C vANCHI
C
A. DOCSD,TYPE
ORC A,D,C.D, EOTRd
A% c
0 W m C
. r 16'O.C.M . AT 18'O,C. MAX.MAO a
CONC. tI•\Ed..,., CONIC. Q 3
,BLOCK '•. 1 �, _ _ __ _ _ _ _ _ _ — _- _ _' BLOCK
WOOD -=- W000
METAL ,'� METAL
OF:J I FOR MIN,SEPARATION
Ki
SEE SCH. SHEEP i -GLASS
",70- I
ALUM ANGLE(TYP) (TYPICAL) l ._
FOR END CONDITION 1
0 BUILT-OUT SEE S;I
DETAIL LEFT
Ir
v 7G��j
=i
r Zz �
LOCK HANDLE CAN r,
BE INSTALLED SECTION D-D w FQQ;5
INSIDE OR OUTSIDE (�2°O=
CONC.
BLOC''
• W000 '•�1� �, 1 � L I I
METAL
Ja.0
1 X 2%.093' 2 X 2 X 1/8' g
1-1/2%2%.093' 2 %3 X 1
2 %2X.093' 2 X 4 X 1/8'
2 %3X.093" 2 X 6 X 1/S'
2 X 4 X.093' C 10 X 3/4' TEKS ALUM TUBE (6063-T6
2 X 5 X .093' B 12.O.C. )
ALUM ANGLE AS
REDD.AT BUILT-OUT a �
CONDITIONS "ti
#10■3/4'TEKS .�a i
10 X 3/4'TEKS 3/ANGLE 'In
0 12'O.C.
AN1111 rrt�
_ ALUM DUE L� � N
I I TOP& BOTTOM ����-p� �
x JG X x 1/4"0 TAPCONS N0.70682
2/ANGLE
END CONDITION AT BUILT-OUT =--7
• FIXED CORNER DETAIL ��j''., g r_Op drawing no.
FL #16984 r DiN/�L1�`r�� s` heet_S of 7
0
2'MIN.PENETRATION ... . t1..._.. TI. ^FASTENERS
IG SCHEDULES
HEADER ON,,
I
3 1 4"LAG.SCREWS 0 EACH RAFTER I
2 X 5 X 1/B" .II I ZI
ALUM ANGLE CONT. ./ r,\. 2 X 4 X 1 %8 '
�I
2 X 5 X 1/B'
ALUM ANGLE
1/4"PLYWOOD
. EXISTING SOFF,T ,' •, I {L �;
0114 X 1• HEX HEAD
SELF. 0.ILLING SCREVS Q
C.
II aI US_of
EXISTING WOOD TRUSSESWOOD HEADER
0 24`O.C. I REQUIRED r 0 g
MIN. 2R4 MEMBERS
MIN. S.G. • 0.51 II ' Q b i
' 1
�I
® 14 X 3/4"TEKS
...._'................". ...._....• O 9'O.C. 1 =
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 72"MAX.DESIGN LOAD 70 PSF ,•. L�—JJ a
FOR SHUTTER HEIGHT OF B4"MAX,DESIGN LOAD 80 PSF ,I I iI .Ra M
FOR SHUTTER HEIGHT OF 96`MAX. DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 108"MAX.DESIGN LOAD o 46 PSF' i11I N
E0.' I EQ.F:-
— T E0.WOOD;-iUD
024'D.C.
REOUIRED,k W000 2D'SOCtl`• -• SERE SCHEDULES `°•"�"�2"""`'"'``"
010 X 3/4•TEKS_ I REQUI�iED j, _. ON SHEETS 2 k 3
9 6.O.C.11 , .. ..;.;. ...•t...__..' ._ . ..__.. ...._ -�
1"X 4"X VB"CONT.ALUTA TUBE I i
-W/(3) 1/4 0 X 4"LAG SCREWS 2"'X 6'CONT. 'I
0 EACH STUD W/V MIN PENETRATION "W/(3) 1/4'0 X 5'LAG SCREWS
INTO EXISTING STUD 0 EACH STUD W/2"MIN PENETRATION
E34.
�I
INTO EXISTING STUD o i
I FOR SHUTTER HEIGHT OF 84'MAX. DESIGN LOAD m 60 PSF c
3/4" FOR SHUTTER HEIGHT OF 96`MAX. DESIGN LOAD 52 PSF I I I
FOR SHUTTER HEIGHT OF 108 MAX.DESIGN LOAD = 46 PSF v
,4 FOR SHUTTER HEIGHT OF 120'MAX. DESIGN LOAD 42 PSF
t� 2 .a INSTALLATION DETAIL ON EXISTING:_WOOD BUCKS ru.v.•.r
r g�" 2 •5 w 1/8`ALUM, ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK k 1X4 ALUM TUBE TO WOOD STUDS TO 'gypp U
r PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. 'F
4,.. 1/4"fHRU BOLT W/WASHER k NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4.
' '• "'""'} AT 7-I/4"O.C.FOR LOADS UPTO 40 PSF � � -- •-
AT 5-3/4"O.C. FOR LOADS UPTO 50 PSF \1
AVCNbh SktkfoW4" //Y yr .A�y@�//iii
A7HER1 9 uPTo.70 PSF ./ 4 . 1�'•'''VOBN"gF'••;';L7 '�� 7 I ''�i 1
..,CONC,BLOCK:MOOD,WOOD,
8- 9.. 3.9 z No.70592
8.,.....-......A... S`.DIINTER TOP CONDITION ' �' ( It 3•.�iy I
.. (PASS THRU WINDOW) 0".d OF ` drowing�•�no'
MAX SHUTTER HEIGHT 6 FT. iO •.FIORIDT;.,•'�\ ``
j 14-02_
FL #16984 Ss/OtdRL .t
1 t ieheeC-6 DT.7
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-ANCHOR CHART 1 P''--------- °c ---•--- _.-{--r--T---- HART 3 P- -- {-. -I i.ANCHOR CHART 4 `. .�� �I�
ANCHOR CHART 2 ANCHOR C
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f0 log 120 140 150 40 50 60 70 BB 90 100 120 IdB 150 d0 5B 60 70 08 90 lee 12B
4B 50 60 70 BB 9 140 150 40 50 60 78 80 9B Lea 120 140 150
ANCHOR LHART 5 y i ANCHOR CHART 6 M -i ANCHOR CHART 7
r AN INCHES SLAT SPAN - INCHES
P 4.. I_.. I_.. +_._..._ 4.. • M
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LAT AN INCHES N L
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i9 FASTENER SPACING IN MASONRY v In
_ i-- r I — *--. -- FOR -----' SPACING BY d - a N W LL
L._ CHARTS ARE BASED ON TYPICAL EDGE DISTANCE 12
I ANC OR SPACE _
f 1
- __ LESSER
DISTANCE
THE DF_FACTOR BE�pWZ f��' m
A CHOy SPACE m , b' A CNOI2 6P CEI m •_ 1_ _.L_.y 'EDGE DIST�12d 10d�2-1/2'8d=2" 8d 1 11/2"5de1-14" O O,^I°
m . .... �. I y __—_�_
1— +�CTOR 1.00 0.86 0.71 057 0.50 O a n
°m r I °m �• I EXAMPLE: FOR 3"EDGE DIST. SPACING = 12"O.C.(FROM CHART) m
._.}._.. 1 ..I_.__ _. .•.. r_-, ,m. L _...y ---._._.....;--.r -- -- -- — _..a_.:.- - _ ... . _— FOR 2"EDGE DIST. SPACING - 12 X .71 8.5.D.C`I
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0, I i I I o m I _- - - - I--- o m _ -� — TYPICAL END DISTANCE IN 11111
J•,.__-1 _ �. {__ I _I. , _....._ __ J•,. __.(— .,_—. ._..._4_ J•,..__ ._ _ _ _ i__ NO REDUCTION FACTOR IS REQUIRED
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_ EDGE DIST,�
END DIST. cl
N. _. . ..._-- .___---�---. N. ..�_ _t__�—____ ..... N. ...I�_, y., _ 11 _
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48 SO 60 70 80 90 100 120 L40 150 4B 50 60 7080
90 lee 120 140 15B 40 60 60 70 BB 90 100 120 140 ISO
SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES
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USE CHARTS 1 iHRU 7 70 VERIFY ANCHOR
TYPICAL ANCHORS: �----.--... .. _-.—..__
REQUIREMENTS AND STRESS LIMITATIONS OF
ANCHOR�A)0 1/4'DIA ULTRACON (BY ELCO) ANCHOR(D)0 1/4'RAWL CALK-IN (BY POWERS) :LOAD/SPAN COMBINATIONS FOR HEADER AND SILL I 1 111 11
1-3/4-EMBEDMENT INTO 3000 PSI CONC. TOTAL ANCHOR BODY INTO 3000 PSI CONC. `1A1�L� TY/i�
1-1/4'EMBEDMENT INTO C-90 BLOCK OR C-90 BLOCK
ANCHOR`H)- 5/18"DG. ULTRACON (81'ELCO) gNCHOR;$�= 1/4' DIA, LAG SCREWS1-3/4'EMBEDMENT INTO 3000 `� '��'VGEN6F'• 1���� rl � +I
1-1/4"EMBEDMENT INTO C 9D BLOCK INC. i 1-1/2-MIN PENETRATION INTO WOOD(S.G•-O.55) No.70692
_1/4' O!A_. KWIK-FLEX en F DRILLING SCREWS *• - RR I
ANCHOR'Cj 1/4'DIA TAPCON (BY ITW) ANCHOR Gl- =-a
INTO METAL STRUCTURES ,fld,� -:_ =•
1-3/4"EMBEDMENT INTO 0•PCONC. (STEEL OR ALUMINUM 1/8"MIN. THICK,) •, B OF `� drawing no
1-1/4'EMBEDMENT INTO C-C-90 BLL OCK NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL &FLOOR �CQR1D�,, (!`�;� 4—OZ
COVERINGS (STUCCO.TILES, ETC.) ••• ����`
FL #18984 4 F PdRI 1• 1sheet 7_of 7_ '
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