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• a - FL# FL16984-112
Application Type Revision
Code Version 2017
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@gmalLcom
Authorized Signature )avad Ahmad
alfarooq@afceng.com
Technical Representative Cliff Yates
Address/Phone/Email 8717 NW 117 St
Ste 1
Miami Gardens,FL 33018
(239)225-9041
cyates@Jupiter-industries.com
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 ]avad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ]esus Gonzalez,P.E.
*' Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://floddabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQElOji4oJwyXa9FHrhf2HgFgUQVL7w%3d%3d 1/2
3/30/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/14/2017
Date Validated 12/17/2017
Date Pending FBC Approval 12/19/2017
Date Approved 02/13/2618
Summary 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 R2 II SS-Regency Aluminum Accordion Shutter-
Approved for use outside HVHZ:Yes 2017 DWG W14-02.adf
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 and Evaluation Reports
Installation details. FL16984 R2 AE SS-Regency Aluminum Accordian Shutter-
PAE 2017.pdf
Created by Independent Third Party:Yes
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please click here.
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https:/Moridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQEloji4ojwy)(a9FHdif2HgFgUQVL7w%3d*/*3d 212
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20.3-METHOD I OPTION D
FL 16984
Date:12/13/2017
Detailed Product Description:
Manufacturer:NATIONAL APPROVED SHUTTER ASSOCIATION
Manufacturer Address:8717 NW 117 STREET,-SUITE#1,HIALEAH GARDENS,FLORIDA 33018
Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER
Maximum Span:ISO"
Maximum Load:+200 PSF,-200 PSF(I rge Missile impact)
Installation Drawings#W14-02
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests(Tested in accordance with TAS-201,202,203)
TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test
DATE REPORT# Sealed by
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FrL-5874 Carlos Rionda,P.E.
202 Air Press. Testing Laboratory
FBC 1626.2 Large Missile Fenestration 02/27/2009 Fri-5874 Carlos Rionda,P.E.
(TAS 201&203) Impact& Testing Laboratory
Cyclic
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the
above product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
No 70592
=-Ja
0ST OF
Al 0
0
........ ealed:12/14/2017
Javad Ahmad PE#70592 "4 li3NA� %
Al-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 1 Miami,Fl. 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com
DEFLECTION CURVE AT 100 PSF m SLAT PERFORMANCE CHART
O ACCORDION SHUTTER EI.8622864 N PG�I7IYE R.OAO
a•Rm>we�
FLECTION CURVE FOR POSITIVE LOA03 ONLY P ePAW3ot OR 2'FOR POO.LOW
ILOA1'IVE ICAO 'j z
[!.71I6470 Q b
GPM/51.CT FOR NEG,I= g
m m Qg `3
Z Nc�
N
I
Z
LL m �
W Nm
C3 d�
o� o
Z
60 70 80 90 100 110 120 130 140 ISO H
SLATSPAN - INCHES G
MINIMUM SEPARATION FROM GLASS m o °po
SEPARATION REOD,DUE TO WIND LOAD I SEPARATION REQD.DUE TOSHOM ID N M
URGE M IMPACT
DESIGN LOM SPAN:Pd PSF FOR SLAT
SEPARATION r
FACTOR-K.P/100 IN. SPANS UPTO 11 _ to
READING FROM SPAN 0.CURVE•D IN. OB' 2-1 B' Z 2 g
DEFLECTION AT Pd.K-O.- IN. w
AIN.SEPARATION RED0..K-D+1' IN: 100' 3-1.4' N F C
FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOM OR IMPACT LOAD
REQUIREMENTS SHOWN ABOVE m
FOR INSTALLATIONS MOVE 30'OF GRADE IGNORE URGE MISSILE IMPACT REQUIREMENT.
NM NG PMT OF"M OVA ME UNCIM 30'ABOVE CRAGS TO WIVE URGE MISSILE IMPACT RRLLRRRRE 0u..
b
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS O
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 60 TO 80 90 100 110' 120 130 140 150
COMPLY WITH TAS 202,201 AND 203 OF FBC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA.
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
GENERAL NOTES FOR THE REQUIRED DESIGN LOM FOR THE PARTICULAR LOCATION. G
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014(STH EDMON)/2017 (87H EDITION)FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). DESIGN LOADS SHALL BE CALCULATED AS PER RFAUIREMENTS G
2 OF ASCE 7-10.
DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES,
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM
CONSTRUCTION MANUAL'LATEST EDITION.
3. ALUMINUM ALLAYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN
4. THAT
CMATERIALS
ARE�1INCLUDING
CONTACT MAUL
WITH OTHER DISSIMILAR MA S SCREWS,
MET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA SLOG.CODE t ADOPTED STANDARDS. PRODUCT MARKING FL #16984 '
S. ANCHORS SHALLEL.L BE CORROSION RESISTANT,SPACED AS SHOWN ON DETNIS A LABSHAD.BE AFFIXED ON LOCRONG MEMBER OF UNIT 0,04
ABOVE LOCK WITH THE FOLLOWING STATEMENT.
AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE 111 L I 11
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. M uRsrwwTTopN HRAs PRODUCTBASEDOH iws�PRODuc�rRivALwnoH AAAA��
rwnoNAu APPROVED SHUTTER ASSOCIATION . �PD,�Fi
6. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024-T4 8717 N.W. 117 STREET SUITE 1 PROADED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
OR 7075-T8, OR PLATED STEEL.WING NUTS TO BE OF ZINC ALLOY. ON THIS DOCUMENT. '' •VOEIV ��
7. DESIGN CRRERu FOR SATs:MAX DEFLECTION S THE LESSER OF L/30 OR 2. HIALEAH GARDENS, FL. 33018 B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD u,
ALTERED BY ANY MEANS. N0.70682
8. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION _ �•
C-SIE SPECIFIC PROJECTS SHALL 8E PREPARED BY A FLORIDA REGISTERED
FOR A SITE SPECIFIC PROJECT.LR.LIFE SAFETY OF THIS PRODUCT,ADEQUACY ,I
OF STRUCTURE RECEDING THIS PRODUCT AND SEALING AROUND OPENING FOR ENGINEER OR PROJECT
D WHO
WILL
L BE THE OSIBLE OF RTHE LEGA) 8 b
FOR THE PRWECT AND WHO WILL SE RESPONSIBLE FOR THE PROPER !
WATER INFILTRATION RESISTANCE ETC. USE OF THE P.E.O.ENGINEER OF RECORD,ACTINO AS A DELEGATED
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER TO THE PLEN
D, GINEER SHALL SUBMIT TO THIS LATTER THE SNE F drGWIRq no.
AND TO BE RENEWED BY BUILDING OFFICIAL SPECIFIC DRAWINGS FOR RVAEW. �i .:20RLDT`.•''G\��� 14-0
9. NCHORILOAD NTO
IDURATIONE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6. D THIS
¢I;i& =TONAL ENMWN EN Of Rmm THATIPREPPAARED it.SIGNATURE AND OF ' IAL L1`% sheet 1 0(
Sealed:12/14/2017
"M303
3.115 3.118 5.000 �,u
ZO82 2.062 •125 5
Z
.828 .126 O � z
1285 1.237
.125 TV.
1.976 _41
2.600 1.265 1.237
L
2'�
I 2 X 3 x 1/B'
60'003-TB .718 3I___ 2 X 6 XX 1%B
.738
4.638 '718 •COLING HEAD BUILT-OUT ANGLES O �;
4.032 8083-TB 6083-TB (� !1
WALL HF_eDF_R_ & �'f
.048 6083-15 4.115 6�O
J.G82 1y
4.178 G7 C
R.J03241 1.000 2.062 1 50 2062
FLOATER Sl �lL g
2800 v
125
6063-76 7750L ' 7 1.265-q ES
8.303 1.062 2.600 1.285 1.237
600 1 _
ZO
.718
1.507 •8� 1.76 -
0l' aot M
i.810 '718 ALT. 1' BUILT-OUT WALL HEADER
6063-TB 1- -
FEMALE ENn SLAT 1' BUILT-Ort WALL HEADER 1.125 .078 2 C3
6063-TB 8063-T8 6115
2040n
4.082 c
1.830 5.116 1.044 ^
2.000--2.062- EMBEDDED TRACK
.076 .750 .129 Z000 2.082 6063-76T, _
Ez
2128 1.000 L1.970 2.250 2.444 .125 1.725 .718
3.350
2.600 1.265 1.237 .078
A10ji.j I 1.265-�•( 1.237 1�I .881 I
2526 '83 .718 jrJ-1 I M--1.484- 1.044
2441
.716 4.167
MAI LOCKING w 5
6067-T6 2' BUILT-OUT WALL HEADER ALT, 2' BUILT-OL?WAI! HEADER THRESHOLD TRACK
6063-T6 6063-76 8063-T6
2070-�
1.556--1 363 3.119 o m
.718 1.725 .080 2.805 FL #16984 'e
.078 .405 .OBO c
``,777 11A 1,1 '
2.250 1.976 l.oW .979 , P� It
2.444 2.126 T-2 1.375 1.297 1.297 `��•V•'•".• 'i�i� o
BS8.08 eel 1.838 BTS I 094 .084
L- - No.70692 -
.514 .194 .154 ,.000 -
2290 1.044 1.359 -
569
2.471 2.574 2.805 3.805 A F Browing n0.
MALE LOCKING� S a LOCkING SLAT INSERT BOTTOM SILL 7R4CK BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK_ADAF�TER � SS/•••"• 7'�'C°����
14-02
6063-76 6063-T6 6063-TB 6083-T8 8083-T8 � ,oV�A�117 7 sheet 2 of 7
Sealed:12/14/2017
W&L MOUNTS O 4 f sI(y( DE�{(}uNts SHUTTER WIDTH
AN
A Z
Ed
x
NYLON WHEELS
IN METALLIC BUSHING
,35a Lavt TYP,< <� fluff
1IASH�11Gf 10"LONG
OD TVP
( . -will
A ,,� i
1/2'DNLX N1/2B" OG
IUHG ZZZ
TVP, A
QST/ST 2
CRE/1W5 C Z R7
B y
TVP.
TYPICAL ELEVATION o �M
ES Td $So Ui�
51
!
.350 MAX TYP W e
t t j
1/2"DIA.X 11/18'LONG I
NYLON BUSHING 4rz,
TVP.
1/2'01A,x 11/16'LONG
NWAN BUSHING t
k \\ m
SMILE AS HEADER
SECTION A—A _ _ SECTION B—B _ .....�..Ed "N
W 70692
., drawing no.
CONIC 4� 12d(12 ANCHOR DNAMEI'ERS) ISTMNCES SHpkR!Aam DIMCE ANCHORS: RE
BEYOND r`�'• Rypt.,•' �,�� 9
FOR.GENERAL NOTES AND EXTRUSION I)EfNlS SEE SHEETS 1 iti Z WOOQ-5d . HEADER AND SILL DETAILS CAN BE THE WNL Nk 1TAOR COVERING /� �S�' 14-02
FOR WOOD INSTALLATIONS SEE SHEET 6. -. FOR LESSER EDGE DISTANCES SEE SHEET 7 OF 7. USED IN ANY COMBINATIONS. (STUCCO,•TILES,ETC.} IFI+ #16984 IT ...... sheet 3 of
Sealed:IV14/2017
BUILT-OUT CONDRION BUILT-OUT HEADER ALT, BUILT-OUT HEADER t■
\ ANCHOR C 0 use
ANCHOR
-----
_ _ __ _ COR M .}
_ CON I MENI
-I _ 014 X 3/4'
SELF DRILLING SCREWS
AT 8'O.C.
1 1
Ed Ed.
! 11W77
1
1
I •
I
I
} 2 X 4 X 1 < X-
/8' I I E ,CON .
2xsxte' tL�7
6083-Te0 1 I /MQ A t I Z I 1
CHORRLOCK _ — A
— — OS
Q �C)
� Wyg
z
AN
At
3 �
z
I I I � I I W
I
I W81.14�X /10 X 3/4'TENS
p10 X 3/4'TENS IAT 6'O.C. eAT 8'O.C. pEO I /10 X 3/4'
SELFORIWNG SCREWSAT 8'O.C.2 X 4 /4' ALOC 12 x 5 � .C. SCREWS /WFOD
� _M1GlE AT 6'O.C. ANCHOR s /M A/L// ANCHOR D• �i
0
METAL
ADJUSTABLE CI 1 ALT. ADJUSTAB
SECTION C-C
OF drawing no.
HEADER AND SILL DETAILS CAN BE ��� ''ORI01.••n\`�� 1 4-02
usED w ANr COMBINATIONS. FL #16984 �'�S,ImAl't1�1Qr�`'` an60 4 or 7
Sealed:12114/2017
3
FLOATER SLAT �•
OPTION
ANCHORS TYPE A.0,ANCHORS,E OR 0
A D,C,0,E OR 0 AT 18"O.C.MAX
T 18"O.C.MAX.
CONC. BLOCK
- ------ — — ---- -- — ---- - -- — ---- _ =---- -=_ == _ _--- = _ _ ---—_ - M�EiAto
FOR MX SEPARATION /
I x i x.093" SEE SCH.I SHEET 1 LASS
ALUM
ANGLE(lYP1
FOR END CON- N
0 BUILT-0Ui SEE
DETAIL LEFT Zt1D
� yTi
LOCK
CAN
BE INSTALLED SECTION D-D cr
INSIDE OR OUTSIDE
�BLc.
�pOOCpK
$(
2x2%1/8'
1x2 x.093' 2X3xi/8•
#-1/2X2 x.093; 2XBX1
2q%%X 2%xx.093, 10 X ALUM TUBE(8083-TB)
2 X 4 X A.3; 8 le,O,C 4•TEKS
2%8%.093
ALUM ANOTE AS
REODRO SWLT-M m
/40 x3/&
TEKS o
10%3/4•TEKS 3/M7
�@ 12'0.a
1-1/2 x 3 x 1/8" , 1111 IIgU
ALUM ANGLE ��•� }
TOP&BOTTOM h`� "yP.41CBN@F'• ' »
X X X X #/4•r TAPCONS -*: No,70582
2f
FND CONDMON AT BUILT-OLR DEQCORNER DETAt F `; drOwlnq n0.
. ..°!.. 14-02
n #16984 �rrrisrdlV/041#Y��� eheot 5 of 7
Seafed,12t14=17
(3) i j4"LAG SCREWS O EACH RAFTER "
2"MIN PENERtATION AS PER
MON.PENETPATION
,., TODUMB WOOD HEADER
ALUM ANOL�CONT, ?'t1 2 X 4 X 8' Q
2X6F
ALUM ANGLE
114"PLYWOOD •.,
STING SOFFIT L
2, 2"
#14EL X NEN HEAD
SELF DRILLING SCREWS QI
0 6. D.C.G .i; :,�.,+}i.:•.� OQ �Fj
EXISTING WOOD TRUSSES I IHEADER
@ 24`O.C. REQUIRED
MIN.
MINS. - i
I I
/ 14 X 3/4'TEI(S
Y 9`
HMQER CONNEMON TO WOOD TRUSS 7,
FOR SHUTTER HEIGHT OF 72`MAX.DESIGN LOAD 70 PSF M ti•.
FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD 60 PSF "—'—'•.:': '.;
FOR SHUTTER HDONT OF 98'MAX.DESIGN LOAD• 52 PSF
FOR SHUTTER HEIGHT OF 108 MAX.DESIGN LOAD• 40 PSF
4LU
I WOODFSTU-D 7.
Aq
tIwo4I D.C.
0024.O.C.
SEE LES �--••�
#10 X 3/4'TEKS ON SHEETS 2 k 3
0 6.0.G
I i 1"X e X V8•CONI.ALUM TUBE
W/(3) 1/4 /X 4"LAO SCREWS 2'X 6'CONT.
O)EACH SND Wl 2'MIN PENETRATION W/(3)Ile 0 X 8'TAG SCREWS
INTO EXSTINO STUD 0 EACH SND W/2'MIN PENETRATION
INTO ENING UD
FOR SHUTTER HEIGHT OF 04'MAX.DESIGN LOAD 80 PSf
FOR SHUTTER HSHUTTER UGGHT OF 108'MU1f DDESTGNLOAD X540�
+•. FOR SHUTTER HEM OF 120'MAX.DESIGN LOAD 42 PSF
INSTALLATION DETAIL ON EXISTING WOOD BUCKS xmc,ver
2xx 11/8/8 Lt
2 x 5 5 x `ALUM.ANGLES A60VE DETAILS SHOWS CONNECTION Of 2X4 tTUCX& 1X4 ALUM TUBE TO WOOD STUDS 7D o
•� PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
+ pt 1/4"THRU SOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/SIU.TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. °c
AT 7-1j4'O.C.FOR LOADS VFW 40 PSF L%%%I 1 It?,,
AT a-3j4'D.C. FOR LOADS UPTO 50 PSF %49 �� �.J,4e//� +( ;•
ANCHOR
TYPE
- - - •,a iv N0.70592 - 3Y" �i �, �`
goUNTER TOP CONDRTON
(PASS TNRU WINDOW) ; droving no.
MAX SHUTTER HEIGHT a FL �''i�''' ........[t10R•'•
�� 14-02
FL #16984 /,11ft
Sealed:1211412017
m — ANCHOR CHART 1 ANCHOR CHART Z ANCHOR CHART 3 m ANCHOR CHART 4 �y
N ro
�A g
}� 6m m K Z
ACE
P QP fi' R P 91 T �
m
r r r
4
m 6' m
us
t7 e7 P
40 60 60 70 80 90 100 120 140 160 40 60 60 70 80 92 ISO 120 140 160 40 Be 60 70 00 90 100 120 140 ISO 40 68 60 70 60 90 100 120 140 160
SLAT SPAN-INCHES SLAT SPAN-INCHEB SLAT SPAN-INCHES SLAT SPAN-INCHES y .
m ANCHOR CHART 6 m
ANCHOR CHART 6 m ANCHOR CHART 7 o
P !�
FASTENER SPACING IN MASONRY v�
m CRARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d.
r ti w FOR LESSER EDGE DISTANCE DECREASE SPACING BY
9' MULTWLYOIG wTM THE FACTOR BELOW
m S m S EDGE DISI', 124-3'Od-2-1 2 Bd.2' -1-1 -1-1/4 p
w ti FACTOR /A0 0.08 0.71 0.57 0.30
}� EXAMPLE:FOR 3'EDGE DIST, SPACING 12'O.C.(FROM CHART)
a® m � FOR 2'EDGE DISE.SPACING- 12 X.Ii .8.5 O.C. j
' . A " TYPICAL EDGE DISTANCE IN WOOD- 3�4" Z
TYPICAL END DISTANCE IN WOOD- i
m am °I NO REDUCTION FACTOR IS REQUIRED
m
P
EDGE DIST.
� r F
m END 01ST.
m N Ip
m
m 1my M
40 60 60 70 80 90 100 120 140 168 40 60 60 70 00 90 100 120 140 160 40 60 60 70 80 90 100 120 140 160
SLAT SPAN-INCHES SLAT SPAN-VVACS SLAT SPAN- INCHES
u
' TICAL AMHS)RS m
ANCHOROA = 1•/4!QIA,-11TA�B_'rlW (Try,-177 IG,FY-103 161) ANCHOR@=1�!�CALIK^IN ANCHOR BY'POWERS_' REQUIREMENTS M1DU7 To 5TRESS LIMITATIONS ATIONs OFR €
t-3j4'EMBEDMENT INTO 3000 PS!CONC TOTAL ANCHOR BODY INTO 3000 PSI CONC lOADjSPAN COMBOtATKSNS FOR HEADER AND SILL 1 li 1/
1-1/4`EMBEDMENT INTO C-00 BLOCK OR C-00 BLOCK T��lrr r
BY'ELCO'(Fu-177 10,"186 NSI) ANCHOR(g) f4'pit-LAD SC
ANCNORZ�H =
` UC.I•�•..,, r
1-3f4`EMBEDMENT INTO 3000 PSI CONG. 1-1/2'MIN PENEDtAT10N INTO WOOD(S.G.-0.53)
1—tj4'EMBEDMENT INTO C-00 BLOCK ANCHOR@_ " NO.70502
ANCHGRQC =1f�-t11d TARCON BY'EDIT(Fw125 KSI,F7-1a0 K%) INTO METAL STRUCTURES - -
1-3/4`EMBEDMENT INTO 3000 IS CONC. (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE Q
1-1/2`EMBEDMENT INTO GROUT FILLED C-00 BLOCK ALUMINUM: I18'THK. MDI. (6063-75 MIN.) dmwio�y n0.
STEEL,. 1/8'THK. MIN. (Fy - 36 KSI MIN.) 'ryV''•, 1 9
(STEQ.IN CONTACT mm NIA64 M TO BE PWO OR PNNTEU) I,4, 02
NOTE: FLOOR ANCHORS EMBEDMENT SHOWN IS BEYOND WALL R R FL #16984f���A�11�i��� @neat of
COWRILMS sT1t TILES ETC.
S68led:12J7412417