HomeMy WebLinkAboutProduct Approval °°'S" �,,�.,, ".�t�t-z.3a�s •�.�e'�+»•�. .•n:ir- � ---� ...,.a; •� ,ter,._ '-.::^."^=-1 -
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business, ,RroductApproval
Professional ; �� u�r
PraAiict:^P�'.ai idem>Pratlnr,ar Acdi=anon Stan>i.ontic�>aPPrreatlon Detail
----y
Fl16984-121
FL#
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmail.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technicai Representative
Address/Phone/Email _
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
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 12/3112015
Validated By Jesus Gonzalez,P.E.
!. Validation Checklist-Hardcopy Received !
Certificate of Independence FL16984 RS COT SS-RenPnrV Alum Accordion Shutter(1-1411-C-1
7014.ndf
Referenced Standard and Year(of Standard) Standard year
TAS 201 ! 1994
TAS 202 i 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 05/07/2015
Date Validated 05/07/2015
Date Pending FBC Approval 05/18/2015
Date Approved 08/18/2015
Summa ry of Products
FL# Model,Number or Name Description
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 R1 11 5S-Regency Alum:Accordion Shutter
Approved for use outside HVHZ_Yes (LMI)14-02.pd
Impact Resistant:Yes Verified By:3avad Ahmad PE 705921
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. FIL16984 R1 AE SS-Recency Alum.Accordion Shutter
(LMS)-PAE 2014.12df
Created by Independent Third Party:; Yes
8adc Nett
Contact US::1940 North Monroe Street,Tallabassea EL 32399 phone:..s�_
The State of Florida is an ANEW employer.Copyright 2007n2013 state of Flnrida..Privacy Statement nAccessibility Statement::Refund Statement
Under Florida law,email addresses are public records.H you do not want your e-mail address released In response to a public-recurds request,do notsen detectrool c
Mall to this entity-Instead,contact the office by phone or by traditional mail.if you have any Questions,please contact 8soAS7.139s.-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
emalls provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a personal address,
Ptease Provide the Department with an email address which can be made available to the Public.To determine If you are a licenseeender Chapter 455,F.S.,please
dick here
Product Approval Accopm
rt_aR r_-7,7- r2-1
o SLAT PERFORMANCE CHART
DEFLECTION CURVE AT 100 PSF n
V - I POS[T[Wt LOAD j`O'
LHUTTER EI-864 19 I ' j c[ •IiA2:DSA .y
IVE LOADS ONLY I ' """-;"""• 1 ;I "''" ' '
T^ gPAHAD Olt 2'PDR POB.LOAD q
• 6LCAT[At LOAD ',Z\
t Cl•7126470 FZ
I. 1 GPUM21.27 FCA NEG.LOAD W '�,O
�.. . o
+ IL
n I
—_z
OID .. .1......... `+ 'cc
W ... i. .. ...,1 ... .. i .... 0AJMELL N .. 1-. .- 1 ...�. ...- . . IIg 2 O..,. '
ED
fAl
60 70 Be 90 100 110 120 130 140 ISO wm
SLAT SPAN - INCHES o o I I ; z qct
to o
MINIMUM SEPARATION FROM GLASS To
mc: n
SEPARATION REDD.DUE 10 WAND LOAD SEPARATON REDD.DUE TO m - ._ ,_, l U II I
.. ...._._............._ ..I I -
LARGE U,SSILE IMPACT I C U.
SHUIIEfl SPAR H cN. i._.. ..____.__. . I , i
DESIGN LOAD o Pd a PSFI FOR SLAT m •5
FACTOR s K-Pd/100N. ;..SPANS UPTO SEPARATION .......-.. .... '. ........ ..... I ... Z Z ID i
READING FROM SPAN D.CURVE••0>• IN. / _ lJ
i
DEFLECTION D,Po o+1'v IN. .'..._-96-. I 2-S-B� N. ..i ._ .... J EI O II
170 _ ... C`
MIN,SEPARATION REQD� K•0+1•v Ul. ^- � � '
ISO __... I. 3 1/4^ .. '..
IL
FOR INSTALLATIONS UPTO JO'OF GRADE USC MAXIMUM OF WIND LOAD OR IMPACT LOAD Tl
REOUIREMENIS SHDWN ABOVE
� ^
FOR IO PART
ABOVE JO' U UR 30'AM
LARGE MISSILE CIMPACTMISSL REQUIREMENT.
NOTE NO PIAT d'SHUTTER SNAIL BE UNOG]0'ADOYC GRADE 70 Auv[URC[YISSIE ivPAC1 R[owltuJDR.
N j 1
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS. 60 70 8'0 90 100 110 120 130 140 1S ,
FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES, SLAT SPAN • INCHES i I
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
HIGH VELOCITY HURRICANE ZONE AREA. ......_....._ .......... ... ......-. ...._...__ ._..._.....__ `11�
.._ ...,.__ .._---... ......___.........._ .... CI
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY I
I i " ' "'""' T,R' FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. i
` LARGE MISSILE IIAPACT RESISTANT PRODUCT �I ail I I
COMPLY WITH TAS 202, 201 AND 203 OF FBG. i DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS °+CII
GENERAL NOTES OF ASCE 7-10.
1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE >\ i
REOLAREUENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I
HURRICANE ZONE(HVHZ),
a Dig 2• DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING T
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE •ALUMINUM A-IVIG PRODUCT CY/LUAROII DOCUMENT(P,F.OJ PR[I'/HCU BY tH15 ENGINEER FL 18984
CONSTRUCTION MANUAL- LATEST EDITION. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT 15 CCNERIC NID DOES NOT PROVIDE wrOPLIA710N FOR A ELIC SPECIFIC _c'
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN ABOVE LOCK WITH THE FOLLOWING STATCMCNT. PROJECT.I.4 WHERE THE SITE CONOIUONS DEVIATE FROM THE P.E.O. IIT, •"+
a, STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION H INSTALLATION
PC/SI C THIS
PRODUCT
BASE F04 THIS
PRODUCT
ONS DETAILED
�\\\ , I //A�i� L+',•�II I ,
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH �\
FEDERAL SPEC.NO.TTP-645.OR BE GALVANIZED. 8717 NX. 117 STREET SUITE #I .•� gF•:;9p �� 1�n t
S. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE HIALEAH GARDENS, FL. 33018
ON INS DOCUVENT.
4-111111 PRODUCT EVµUA710N DOCUMENT WILL DE CONSIDERED INVALID R'
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 1L'RED OT ANY MEANS. ' d N0.70692
6. ALL BOLTS SHALL BE STAINLESS STEEL.ALUMINUM ALLOY 2024-T4 'ID-511C SPECIFIC PNOJCCIS SPALL BE PREPARED BY A FLOH4IA RCOISTERED 7�T; •1�`^ y 1 +I
OR 7075-T6, OR PLATED STEEL, WING NUTS TO BE OF ZINC ALLOY. ENGINEER OR ARC1141CI YAtCH MILL BECOME INC ENDNCCB OF REDORO(EO.A•),
7• DESIGN CRITERIA FOR SIMS:MAX DEFLECTIONS THE LESSER OF L/JO OR Y. FOR INC PROJECT AND TA10 WILL OC RESPONSIBLE FCR INC PROPER'
THESE DETAILS ARE NOT PART OF THIS APPROVAL. , u ,S n oELEenSCD '
USE OF 711E P.C.O. ENGINEER Or RECORD,ACTINO A � ••,• g'".e OF (['jam.` drawing N0,
B. ANCHORING OR LOADING CONDITIONS OTHER TWIN THOSE SHOWN W ENGINEER TO INC P.[.O.Nl^INFFR SHALL SUBUIT TO TH.•'IATT[R NIC BRC
_.... _. V C GAIL AND ORIGINAL SEAL AND 51CNATURC or �.i SOQ •••• �b�` I 1 4—Q2
9. A LOAD DURATION INCREASE R USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � I mpo Nut PREPARED it. I AAI A� fl1A4.�\\� "'�T=--'=":••�
FOR INSTALULTION DETAILS'SEE SHEETS 3 THRU S. :[ THE PAOFE 57ANAL[N^AiN[[R CFf CIE Sh061 1 OI ']
4.571--- 3.115
.0-49 4.032 -2.062 2.062- 25
F
625 r U _
.259
.1251 I.i37
R.241 2.000
R.H2 1.265-1 1.237 i . E 0, L)
R.303 x 1/.B-
R.174 x X
7is x -
R,303 R.
4.638••------------ L .738 CEILING HEADER BUILT-019 ANGLE
718
6063-76 6063-T6
(Y 0
WALL HEADER Qp
F.049 6063-T6 4.115 0
10 0
ul
4.115
R.241 ----2.062-
R.303 125
1.000 ------2.062 250 j
EMMR S 2.00 U
6063-76 750 .125
1 1.237
T 1.265U.I., W OR,301 1.237
.062
.718-
0
.718 - I'
ALT, I" BUILT-OUT WALL HEADER
5053-T6
FEMALE END S J" BUILT-OUT WALL HEADER1.1 25 078 vi
6063-T6 6053-TO I !. 19 L.,-.
111
5.1is
b
1.530 ! x tD
EMBEDDED TRACK
07B_,.. 6063-T6
2.000 2.062
..........l9IaP i i'{!._....�}j._.....__ _..-61_0.8.,3..-_.7V�6
750 _[.125 1
1.000 1.970 2.250 L 1.725 CO
1 3-- 1
2.1 26 2.444 IV r125
r.078
2.60D r--1.2655-
1.237
2.226 .718 L.,
1.484--� 1.044 00
.718
FEMALE LOCKING SLAT
6063-76 2" BUILT-QUI WALL HEADE ALT, 2" BUILT-OUT WALL HEADE THRESHOLD TRAC
6053-76
I M-2,070--Q,
563
-.-2.805-- FL #16984
078 1.718 1725- i.-.080 .080
.405--
LOGO
L970 Aka�'/
2.250 7 0
.07
-1[7111
U.078 7J
071P' -
0 "70 2)
2.444 1 i
2.1 - 1.297
1 .856 .900 1.636
No.70592
T .052 .2.7
126 1.375 5 P.4
.114 154 .154- ..1, 1.000
3.805
Ii-.i.I.
2.256- .260, 2,805
U. .20F % dmwing n..
A.9mok.." % 14-02
MALE LOCKING SLAT LOCKING SLAT INSERT BOUQM SILL TRACK BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK ADAPTER %
6063-T6 6063-T6 6063-76 6083-Ts 6063-76 bi1 of 7.
WALL MOUNTS Jd�14E MOUNTS SHUTtER WIDTH
_..
ANCgqHOR C!tART t0 uSE r,._....N...�...�_...
7YP,E ..5 ...�.._AL. I AL• C' DC7 i
t+G F)Ti3Ol:K llO4p ETAL i - •'"1 B_ ,
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Ed ... - E `---"- -- —
C i
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Q
i � •' . .. .: '", NYLON WHEELS . - ..'' .i.. .,'. AEtA4 L
id � I
j .• --1N METALLIC BUSHING D .a-
B ..
:Y I i p a
^ ctl ; P
rn .350 MAX_TYP _.,,,— _ i t, d y4
GONG..' 1/2'M.X 1T/15'LONG
I
Ed'BLOCK •NYLON BUSHING • ;� 1
Viµ.
r i
i2 y
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NYLON ULMOI j g
TYP. 4�
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014 X 2-3/4' !- C_ 'Z
S7/ST SCR .- I}TYP. ; I I ��7
TYPIME - J��MON •�i.r
.. .. ......,.. ., . . to
~ i
Ed' CONC. o
BLOCK �-
{' WOOD
;METAL 4 + �i �i� In
... .350 MAX TV,
I a ! I
t/r D1A.X 11/15'LONG :. ........_...
NYLON BUSHING
tYP
!sit GONG..
1/2'DIA X I I/16'LONG ly ! '•CONC. ' BLOCK`,. •`
NYLON BUSHING �i,i '.BLOCK' c y {
..ti, 7YP. ✓ 'i, ',METAL.00D . .A'I. o
ANCHOR.... ART 70 USC
METADL
TYPE CONC BL K 51000 MEtAI'. / +c•.
A 5. 3 j ,ANCHOR CHA?T �D USC •��'. �c I I
ANCHORS B 5 2 t I TYPE ,GONG BLGCIS WOOD MCTAL, }�i
"-SAME AS HEADER C A i; i YTT II IES A
SECTION B—B a41 I n
SEMIN A—A c - ._9.' � � 4 ♦.` •�BN&F �, I•
.. 4j
~ No.70882 �_ g t , �•.�)
., _ _._.. .,._........ .....I EMBEDMENT&FOGE r ,'•. '.c F <yC O, '
Ed=TYPICAL EOCE DISTANCE ~ '• FLORiDNr''�e�♦♦ _
ng n
.._ ....._...__._..__.. ...._.. t CONC.&BLOCK o 12d(12 ANCHOR DAMEtERS) HEADER AND SILL DETAILS CAN 9E !THWL&FLOOR E BEYOND
�f,y�g�����+,`♦` { a�aw On '
DISTANCES WA SHOWN ARE BEYOND i ` ♦ G
I FOR GENERAL NOTES AND E7ETfTUSION DETAILS SEE SHEETS 1 & 2. 1 WOOD m 5d USED IN ANY COMBINATIONS. I'I, 16984• A T
FOR WOOD INSTALLATIONS SEE SHEET G• !t FOR LESSER EDGE DISTANCES SEE SHEET 7 OF T.,, (STUCCO,TILES.ETC.) sheat $,of T"�
BUILT—OUT C NDR10N BUILT—OUT HEADER ALT, BUILT—OUT HEADE
ANCHOR
r C0NC,.8I.00K,WDQQJiefAkLj ANCHOR i CHART
'TO USC AkbA0R:
A- : 3_._1 nVE CoNd'ElLock wo�6iiiv�c! ir
------ 8 3 S YPE.XONC,I 1305K aY0Qj;METAI,,
CONC. C A 2
SE bP
4 7 5
BLOCK OL I C 7 J..'s
WOOD, --j--4 I-C 3
N14 X 3/4
,-SELF DRILLING SCREWS A..
0 t
Ed
Ed I (Y 0
come.
8 1 it
BLOCK
Ed 0
IIIWo 0
METAL
i. 2 X 3 X 1/6-
P
Il w-j __
2 X 4 X
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ALU
M AN OO
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6063-76 METAL,
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GY
z
!Atibk&
I- .-;HART.T.D.-SE..,
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Q
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!ANCHOR; CHART TO USE
Type :cONC.,'BL0-dK'*,W0O04METN.I
A 3 1
a 4
C
b
#10 X 3/4'TEKS AT 6"O.C.
10 X 3/4'IEKS
AT 6 D.C.
Ed I tu�
cl
#10 X 3/4-
SELF DRILLING SCREWS
AT 6'D.C.
2 X 3 X 1/6 .CONC.
:1 -... , - 'CONc';,-
B
c as
Y14 X 3/0 OLD& LOCK, 9 of i
CONC.
2 X 5 X 1/B' -SELF DRILLING SCREWS
WOOD WOOD
�lJ
BLOCK, ALUM ANGLE AT V D.C. ANCHORCHART TR Use METAL ;ANCHOR; METAL',.
WOOD 6063-16 rypr TYPE RWC&A9QD.M.ETAL, 7
co so 00 C049.4 A'I"
'A L,C A
..a
:_; 8' " ' I itil
)AN'CR'dlR*j,ME ,.--.-CHART 19 use, 1j,
METAL I
op,BjQG(5.,W0QD,META 1 ..2
D
A
3
0.70S92
ADJUSTABLE SILL ALT, ADJUSTABLE Sl
SECTION C— al- Of •drawling no.
PLO 11
. 14-02
HEADER AND SILL DETAILS CAN BEi .....
USED IN ANY COMBINATIONS. FL #16984 .
N
O �
ioI
0 d' I
fx o
FLOATER SLAT G '*
•OPTION ANCHORS TYPE a o T o
ANCHORS TYPE A,D.C,D,E CR G-7 ¢
A. D,P.0,E OR G AT 16"O.C.MAX.
;AT 16^O.C,MAX. O D'¢ I
\,
CONC.
a� !
won
oo ``{ 'CONIC. j• METAL 4s
METAL •:1'. i 'I •.:," ......
FOR MIN. SEPARATION
1 X 4 X O83' SEE(SCHH+tCS ET T t GLASS
1 ALUM ANGLE(hP) .t'
� FOR END CONDITION f
9 BUILT-OUT SEE �..._.......
DETAIL LEFT
_/^ M
In
i
tu'1W c
I '
LOCK HANDLE CAN a n
Be INSTALLED 4 CTlDN D-D ( w x +
INSIDE OR OUTSIDE 5
CONC.
BLOCK
WOOD .I�•, I
METAL
V
zxzx 1/9"
T•-1 x 2 X 093 ' r2 x 4 x 1/8'
2 X 2 X 2 X 6 X Tf8^
2 X 3 X.093" C l0 x 3/4• TEKS (ALUM TUBE(6063-TG)
----2 x 4 X.0053- f e tz•or,
2%5X.093' 1
ALUM ANGLE AS
REOD.AT BUILT-OUT ,o c
CONDITIONS $1O: tEKS
N j
/"'I
100 X 3/4^TEK5 3/ANGiNGL E
6r 12"O.C. -
1-1/2■ S R 1/8`
X ALUM ANGLE �`ti p,��$ ��i� s
TOP&BOTTOM ` y,.•'L10EN9Ea •��� I}•�!'
sc x ac t/4"o TAPCONS A
LE
END CON !ON AT BUILT-OUT OXE. _ ......:
D CORNER DETAIL •y 8'�'�OF � droY+tng no. t4
w�i y�� FGORtOfi•.•�^C9��"`` E 1 4—O2 !
FL #169014 'ir`�•tj�9dAL��� _!Wept-5oi,7.'
(3) 1/4"LAG,SCREWS 0 EACH RAFTER FASTENERS
LU ,. AS PER SCHEDULES
2' N.PENETRATION `S
p j W/ 1-1/2"MIN. PENETRATION 4s
TO EXISTING WOOD HEADER
S
ALUM ANGLE CONT, ,i'j .�+' 4 2 X S X 1j6•
>c t•
1 • 2X5X 1/8' �••
ALUM ANLL
',* •�' IX, PLYWOOD
EXISTI
NG SOFFT
�•. 2" _.sir✓._».2•_. .•.; ! j
ril Nit% 1• HEX HEAD
SELF DRILLING SCREWS j.
EXISTINGWOOD TRUSSES I WOOD HEADER
0 24"O.C. REQUIRED a e7 5 i
TAN.21
4 MEMBERS
MIN,S.G. a 0.51
14 X 3/4"TICKS
W S"O.C. i t3
N o
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 72"MAX.DESIGN LOAD -70 PSF ..� r �� ��
FOR SHUTTER HEIGHT OF Ba'MAX.DESIGN LOAD 60 PSF
FOR SHUTTER HEIGHT OF 96'MAX.DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF I06"MAX.DESIGN LOAD= 45 PSF* iL
LSII"C.t Yf Ii
ED
i Y EQ. 1 I' ED. 1'
j WOOD STUD 1 -,--� — - FF
I O 24"O.C. Y1000!STUTI. FASTENERS Ii z x
REQUIRED,•ry _.1._....
i
�.: ;^� ''., r 6 2a'I O.C. � � SONE SCHEDULES -
t2`-X
410%3/4•TEKS ( SHEETS 2&3 RICQUI�tEp +B 6. O.C.' 1"X 4'X 1j6'CONT.ALUM TUBE"W/(3) 1/4"0 X 4"LAG SCREWS 6"CONT. ' t
Q EACH STUD W/2"MIN PENETRATION W/(3) 1/4"0 X 5"LAG SCREWS r
INTO EXISTING STUD 0 EACH STUD W/2"MIN PENETRATION
INTO EXISTING STUD
t !
3/4" FOR SHUTTER HEIGHT OF B4"MAX, DESIGN LOAD o 60 PSF 'c I
FOR SHUTTER HEIGHT OF 96"MAX. DESIGN LOAD- 52 PSF f
..,...t. FOR SHUTTER HEIGHT OF TOS"MAX.DESIGN LOAD o 46 PSF %
FOR SHUTTER HEIGHT OF 120"MAX. DESIGN LOAD a 42 PSF
INSTALLATION DUAIL ON EXIONG WOOD RUCKS wu,I„•.,•
�I -2x4x1/tl”
2 x 5 x I/B"ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& V4 ALUM TUBE TO WOOD STUDS TO o
N�. PROWDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION, '6 0
1/4'THRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WO0D MEMBERS SEE SHEETS 3 THRU 4, o'
•�-""• ;+q""s -AT 7-1/4"O.C.FOR LOADS UPTO 40 PSF TL
x AT 5-3/4"O.C, FOR LOADS UPTO 50 PSF Y1Y g,® rrI, "N ��•!
...+ANCHOR,SOAdht1 CHE9' g ♦`YY s" !�� i� {;
ANCHOR!TYPE PSF ./ • `.` AyQ"�•VCENB
T6'E '••,S''�G 'ggI t. x iI
..CONC,BLQCK�YOOD,W000, 91
9 4.4. - - Ny I .
No.70592
COUNTER TOP CONDIVON ' F
(PASS THRU WINDOW) .•z -
MAX SHUTTER HEIGHT- 6 FT. ��Q.,�•., B .40F � �: „ drow(ng...oG.��
•'•.•Ft01D�. 'c��c` 14-02 '
FL #16984 T sh0el 6 of U
. v
' r
ANCHOR CHART I m ANCHOR CHART 2 a ( ANCHOR CHART 3 q i ANCHOR CHART 4
•
I I
. I
I
w ,
..�.. _ ..__ I. ..... .i... ~ ........ _. ...�.,..,, .... ._... I _.. .LV,. .1.... �.._ .,T.. 6• Ho'
P PE
1
r '
I ,
yzgR� ! ...,...-b. 1 gg
. .' 6ANCHOR PA .—
! .
6 NOR 6R!•C ........_._ ... �. , ...,, _ ._...f........_.._ ..i ... �. _.... I I _ , �.. .._. �. _ ..,
40 60 60 76 60 .96 100 120 140 160 AB 60 60 70 80 90 100 120 140 160 40 60 60 70 00 90 100 120 140 160 A6 60 60 7B Be 90 100 120 148 160
LLAT SPAN• INCHES
SLAT SPAN • INCHES SI.Ar SPAN • INCHES SLAT SPAN • INCHES II
ANCHOR CHART S i ANCHOR CHART 6 m ANCHOR CHART 7 81 ®�
f I r 1 —I -• '-- 1 - 1 D'
_ I
I
I M1
FASTENER SPACING IN MASONRY
12 f CHANTS ARE BASED ON TYPICAL EDGE DISTANCE= 12d.
OR SPACE FOR LESSER EDGE DISTANCE DECREASE SPACING BY
' b' CHO SPACE I 6' �SP E I r• •.I •MULTIP VINO WITH THE fACTOR, __. �I
.. ...._...._.,_.... ..,.. �......«.....,._. __.._... .R..... ,�.. .. _._`. !_EDOE_DIST,t1�d.J"IOd■2-1(2'Bd• •`0a:;-Y/i,''6d.i-1/�
I i. I .. ".. .. __._.. L........ ...•.. FACTOR t OD.I
0.50
. I
y. ..............._.
s e I. EKAMPLEt FOR J`EDGE DIST. SPACING ■ i2'D.C.(FROM CHANT)
59,
12 K.71 . 0,5 O.C.•i 5s !
I I
I 1 m I
�M .Y,. TTY�ENDSTANCEN WOOD. `4
TYPICAL END DISTANCE
NO REDUCTION FACTOR-IS REOUIREO
A!
F
'
EDGE DST,
I I
I '
I � � I
I 1.. 1 I I i• ♦ i
1 1. EN
•
Dcls •.r ;
IL
40 60 60 70 80 90 100 128 140 168 40 60 60 70 00 98 100 120 140 160 40 DO 60 70 00 90 100 120 140 160
SLAT SPAN• INCHED •• SLAT SPAN • INCHES LLAT SPAN• INCHES
_S.1RYPTCAL ANCHORSr.__.USECHRT . _....-......___.... u'
THRU 7 TO VERIFY ANCHOR I
REQUIREMENTS AND STRESS LIMITATIONS OF i
ANCHOR',A)" - ) ANCHOR'D.?u-�-•y- (B'POWERS) LOAD�SPAN COMBIIUITIONS FOR HEADER AND SILL.' :_";...�,._,,_;.��
" � 1/$Q(d�ULTRICON (BY ELCO •• 4' A _ Y—IN
1-J/4'EMBEDMENT INTO 3000 PSI CONC. I TOTAL ANCHOR 600Y INTO 3000 PSI CONC. i� •T - r
I-1/4'EMBEDMENT INTO C-00 BLOCK OR C-80 BLOCK ��IQ ...........
BY CLOD) IANOHOR;E1- S'Q I M Y,•''' GPJI
ANCHOR
0 6/18'DUs ULTRACON ( I 1/ I AO eCRFW4 ♦ 'a � ••,
1-,/4'EMBEOMEM MTO JOGS PSI CONC. 1-1/2'MIN PENETRATION IMO WOOD(S.O.■0.55) ` 70602 y I+ p
1-I/4'EMBEDMENT INTO C-90 BLOCK
�IANO = / et•_ IWIK-FL —A9L�—emLUO SCREWS - t, •1 ZI, I!
rANCHOR;C1/ euTAm (aY nw) HGR;Cj I
STRUCT
1-3 4"EMBEDMENT INTO J000'PS1'CONC. INTO METAL ALUMINUM
RES I
/ j (STEEL OR ALUMINUM 1/8'1�(N.THICK.) 'r '', i". OP : � drorrinq no.
1-1/4`EMSEOMENT INTO C-90 BLOCK ♦y —01k ,�♦♦ 1
NOT&ANCHORS EMBEDMENT SHOWN IS BEYOND WALL k FLOOR /O. d♦ X1.4-02 j
COVERINGS(STUCCO,TILES, ETC.)
FL #16984 NAL �etieet 7.0'/7
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