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FL# FL16984-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer National Approved Shutter Assodation LLC
Address/Phone/Email 8717 NW 117 Street
Suite i
Miami Garden,FL 33018
(786)621-6706
paloucks@gmail.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technical Representative
Address/Phone/Email
Quality Assurance Represgntative
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 12/31/2015
Validated By Jesus Gonzalez,P.E.
,2: Validation Checklist-Hardcopy i ceived
Certificate of Independence FL16984 R1 COI SS Regency Alum Accordion Shutter(LMI)-CI
7014.od
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
it •
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 NbbS Description
16984.1 Regency Aluminum Accordion Large missile impact resists t aluminum accordion shutter.
Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16984 RI II SS-Reael N Alum Accordion Shutter
Approved for use outside HVHZ:Yes (LMI) 14-02.odf
Impact Resistant:Yes Verified By:Javad 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-Reg nry Alum Accordion Shutter
(LMI)-PAE 2014.odf 11
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJBO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund 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 mntaet 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
emails 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 It you ate a licensee under chapter 455,F.S.,please
crick here.
Product Approval Accepts:
LE-1i]M
searrit r..r rr wu
m
0
m SLAT PERFORMANCE CHART I ��
DEFLECTION CURVE AT 100 PSF N
POSITIVE LOAD I Oi
V ACCORDION SHUTTER EI•B622854 m I El 862205/
DEFLECTION CURVE FOR POSITIVE LOADS ONLY "-- �iVE O�FOR P09.LOAD Z n Z
C2 192i 1B CI
, � A Q _
FOR NEG LOAD W -.0
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60 �e 80 90 100 110 120 130 140 160 W�...._.__.f__, __.I __-_ . �I'
SLAT SPAN - INCHES ❑m o l CO
GO
MINIMUM SEPARATION FROM GLASS u6-1
N
SEPARATION RE00,DUE TO WIND LOAD SEPARAT ON RECD. DUE TO —•-- - + - — -
.. .. ._.____..1. .. -......1
..i
SHUTTER SPAN H e N, LARGE MISSILE IMPACT I I¢j N riJ LL
I_
DESIGN LOAD Pd PSF FOR SLAT SEPARATION m,•'. .._. I.. L,... :.j' y
FACTOR m K e Pd/100 IN .. SPANS UPTO •D '-' ._, Z'I •y Z c
READING FROM SPAN D.CURVE 0 m j I .00^-C3 m
DEFLECTION AT Pd-KID= IN - - --
_I u_ p
MIN.SEPARATION RECD. a KeD+I IN - 150 J 1/4'�• UI I_.�`-I
_ _._.__... .___.___. .. __._ _....
FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD m'-- - .�----- - ._�__ ._.____-,. -_ ..._.__-
REDUREMENIS SHOWN ABOVE C j { W!I Z V
FOR INSTALLATIONS ABOVE 30'OF GRACE GNORE LARGE MISSILE IMPACT REQUIREMENT. F
NOTE:NO PMT Of SNURfA SMALL BE UNDER MI•AOWC GRAOC TO WAVE WIGC Y55:LE IMPACT RCOWREMEM.
Do
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS1 6e - 70 e0 9e 100 110 120 130 )ne Ise
FORINSTALLATIONSIN HIGH VELOCITY HURRICANE ZONES SLAT SPAN - INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
HIGH VELOCITY HURRICANE ZONE AREA. USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. c n;
1 LARGE MISSILE IMPACT RESISTANT PRODUCT I I - -- - --.---------•-- -------.---. ...__.--
COMPLY WITH TAS 202, 201 AND 203 OF FBC. -.-..._._______..,_.___..
I..,. ._ ........._..__._._._.._�._._._. .. .,._ DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS` c
!OF ASCE 7-10. �I
GENERAL NOTES
1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE T
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
MI 'h
01
HURRICANE ZONE(HZ), c MInI
2. DEVHSIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING -.___..... .. ___.__._,._._... ._..__.___.____-..._..-._ m o R'o' I
IS ENGINEER FL
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY TH16964
A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT
CONSTRUCTION MANUAL LATEST EDITION. IS O[N[RIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN ABOVE LOCK WITH THE FOLLOWING STATEMENT. PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED
B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND \\\1T1 L I FFF/If
4, STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION INSTALLMQION OF THIS PRODUCT BASED ON THIS PRODUCT!VALUATION \\\�P®„��
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH PROVIDED HE/SHE DOES NOT DEVIATE FROM ME CONDITIONS DETAILED •��
8717 N.W. 117 STREET SUITE 1 1}+
FEDERAL SPEC. NO.TTP-645,OR BE GALVANIZED. DN THIS DOCwENT. :''VO¢NSF•••,• �� 3. 'C 9 4
HIALEAH GARDENS, FL, 33018
5. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF S
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALIERED BY ANY MEANS, N0.70582
6. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024-T4 D-SITE SPECIFIC PROJECTS STALL BE PREPARED BY A FLORIDA REGISTERED
[NCINEER O4 MC144ECT WH.CM WILL BECOME THE ENGINEER Or RECORD(E.OA.), ; '• II '$
OR 7075-T6, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. "�
FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
7. DESIGN CRITERIA FOR SIMS: MAX DEFLECTION A THE LESSER OF L/30 OR 2'. USE OF THE P,E,D.ENGINEER OF RECORD.ACTING AS A DELEGATED ��'•,• 8'•c(IF drawing no.
B. .ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS IAnER THE SITE A.• \ `
SPECIFIC DRAWINGS FOR RNEVI � �•' F[OR40
THESE DETAILS ARE NOT PART OF THIS APPROVAL. .....
pp14-02
-- IE THIS PCD SHALL BEAR Ill DATE AND ORIGINAL SEAL AND SIGNATURE OF •• V
9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 8 THE PROFESSIONAL ENGINEER OP RECORD THAT PREPARED IT. AA/jSB��(16AL \\\\\ ”-}
f' 4.571 . -_....
6.032 -2.062--
y�
.-_2.062- I --_2.062
.625
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r I I •-.125 IV. P G5+ W
.259- % I 1,975
R.2N R,112 2.600 1.237 ---� 2.000 Q d q,coil
L R.303 R.174- I 2%3 % 1/8" �i O M Q,
S --� '-- _�.716 - I- 2 %s% i je' a g
6063-T6 G
776
7180
--.------------a.ose---- -•- CEILING HEADER BUILT-OUT ANGLES ®G a
-4.032 6063-T6 6063-T6 O '1
WALL HEADE 0 wj
.049
I 6063-T6 C
7:062'--•-•--
1�-R.241 _.2 2.062--. U.Z
L - 1.000 2.062----�� 1.250
R.303 1 I 1 x.125
FLOATER SLA 2.6
fi063-TB t..._ •-1.265-� ..__.
.750 �.. 125
-` - 1.237 of z
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•-•- O
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.500 r.062
A - .716 OZ
i•-t.507 �� .632 - 1,750-• per;!Q O
'716 ALT. t" BUILT-OUT WALL HEADER ��Ejy
M
•---1.610- 6063-T6 - Q 2 N tJi !
FEMALE END SLAT 1" BUILT-OUT WALL HEADER
1'125 .078
6061-T6 6063+T6 •- (` Z
-5.115 ='I n o I
4.062----
d -
�-2.040 �'- -•-i 1.019 �'Ia �
1.530
. -_....--- . --
EMBEDDED TRACK
2000 2062 z z
_ .078 6063-T6 O n_-�
6 750 125 2.000 E2.062•-- w I,.¢n=
�...__ -�-. 11 7 3,]50 �__ ._-x•.145 1.725- .B t9 '.078 =�_m._.�-..
2.126 1.000 1.970 2.2150 2.444 i- 1
2.600 1.265-•� I'i •'-1.265-� 1.277 1.00 91 -I
a.-.510 --i I .i I �.
Iv 8132 I C
I+-22.441-•- �_-1.- L-_-.___- - i•+--1.484^� 1.044 I•- of 1
.718 _..4.167
FEMALE LOCKING SLAT
6063-T6 2" BUILT-OUT WALL HEADER ALT- 2" BUILT-OUT WALL HEADER THRESHOLD TRACK v�
6063-T6 6067-T6 6063-T6
�-2.070-• '1
---j`,,556--`1 3.1 15----- `0,
-56' .�L
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tI ^-E__..-_� -•-1.716 -1.7zs-• -.p-.oeo 2.805 FL #16984
._� ,-.078 -� t .405- I•- ; 1 I D' .080 __ ______
_- `%%lilt lrrri7
-}I
2.250 1,970 1.000 I _ .500 %'11W1 /7
2.44a 2.126 .076 ___i �O
T- 62-• 1.375 1.297 1.297
1 0 T -� ).•''%,10EN3�C-'•;Ld : I
11 .856 980 1.636 1 ,0j75 -.094 i .094
No.70592
.514 I -
1.044 F•-1.359-- I -.154 .154-..{II w•- -•a 1.000 -_ ,g `$ 1'}4 .
2.256-• .269 �•-- K b---2.805 sl V..-- 3.805_.._ .•�� ._r. -
---2.a71-_.___ L• 2834----.--.---- ��$•'. 6•".c OF •'IS/� drOwing no.
1
FtoRlo�.• 14-02.7
MALE LOCKING SLAT LOCKING SLAT INSERT BOTTOM SILL TRACK BOTTOM TRACK ADAPTER ALT, BOTTOM TRACK ADAPTER ���i4`S'0PdAl.L�°%�� -----
6063-76 6063-78 1 6063-76 6063-T6 6063-76of_7,
4
WALL
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us
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WOOD
NYLON WHEELS ,;I' METAL
IN METALLIC BUSHING I 'D ? D ,Q(
w TYP. ;1,'I' Q;O LL
I I I
.350 MAX TYP I C° m g
' 1/2"DOL X 11 16'LONG m.
G�---;� E(, BLOCK -NYLON BUSHING I I I {L Z N f C
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1/2"DA. X 1/2"LONG .".'"'.--- j
NYLON BUSHING �'�-`--'
TYP. A-1
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Q4 `NYLON BUSHING 1 W ODK. I I, ��.,\BLOCK \ c v
TYP.
WOOD
/ PNCHDR 'CHART TO USE / ! "i M 3 0
ANCHORS
TYPE COHG.HLOGHIWOOHIMETAI, Its` ETAL ANCHOR, CHART TO U.SE ! `.I �� ,�
B 6_, I _ TYPE CONC!BECK WHOD METAL
- L A. _,.6 I f,
i - 1 1
SAME AS HEADER .•.._. 4.-._ / 1 ._. ..¢ ��Yl�llP•y
SECTION A A GSECTION B-B 3 7 d ��� i j {•
No.70682 a
..-OF rOwing no
ANCHORS: EMBEDMENT 8 EDGE BT d
Ed m TYPICAL EDGE DISTANCE - - ---• - --- F[ORIDr• \ �� 1,1—OrL
----------------- --- ----- - ------- •--�---" CONC.k BLOCK - 12d (12 ANCHOR DIAMETERS) HEADER AND SILL DETAILS CAN BE: DISTANCES SHOWN ARE BEYOND ms s••'••.. d`Q
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 do 2. WOOD . Sd USED IN ANY COMBINATIONS. THE WALL&FLOOR COVERING FL 1698A• �� °�' •• �% `
--— — �� ®fVAL
FOR WOOD INSTALLATIONS SEE SHEET 6. FOR_LESSER EDGE-DISTANCES SEE SHEET 7 OF 7 I _ I (STUCCO,TILES. ETC.) I •sheet 3.of 7)
0
• � 6
BUILT OUT CONDITION BUILT—OUT HEADER ALT, BUILT—OUT HEADER u
ANCHOR CHART TO USE,^ r._ _ I I '
A. 3 1 .,.. .. :TYPE_IC07C BLSCK WOOD METAIi •.,\ TYPOR
_TYPE CONC BLOCK,WOOD.METAA. ANCHOR CHART_TO USC
.1-____-__-_ B I. 3 f E C C IBL OD MET
a BOCK', 1. �.._ ..� 4.._.�__ ._i 3, ( .1, 81a % 3/4" �•/ �,, .a I 7...�._ 9CK�lYD F a �
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-
-SELF DRILLING SCREWS C_,.,___... t._.._4 -6 � 15
.. '.. CL
AT 6"O.C.
OWp
II W
Ed :b;•` '.v j - ry �� Etl. a p W g !
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`WOOD'
__ II —T—
METAL
L2 X 3 X 1/8' I ,• ,' �,I fr 3 II LL 22z r�N
2 X 6 X 1 B' I I I T Ed, CONC.
BLOCK
ALUM ANGLE i,I j:l I'_ Y100D-`
i
6063-T6 I METAL '-
,IHO 'd'I'Z
ANCHOR HART.-T.P.Use g W O
_TYPE ICQNC.BLOCK hY40A METnL'i
A _ ,_4 _ Z u u
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TYPE ,GONG.BLOCK_1YOOD;I�ETAL{
- - Z Z lyl n
I�/ ill II, ( I � il� W 'iII WyuI
11 IN I YI I
4'TENSEd 810 X 3/
810 X 3/4
III II I
TEKS ,{ AT 6.O.C. S 1 oI
AT 6"D.C. I ,
EE 1 � 4
A_ 810 X 3/4'•
1 rlll^I SELF DRILLING SCREWS
AT 6`D.C.
_,. 2 X 3 X 1/8" CONC., ti� ��\:'. \ \`GONG.'.
2 X 4 X t/B` 814 X 3/4" 1 I BLOCK I ...BLOCK
` CONC 1i 2%5% 1/8' SELF DRILLING SCREWS _ '{, WOOD ' WOOD 'S
\� BLOCK,• ALUM ANGLE AT 6`O.C. 'ANCHOR CHART TO USE - . ,.METAL ANCHOR CHART-TO USE !A'I 'METAL'•.
W000. 606]-T6 1_TYPE S41iG 9LOOK'W000;METAL' /. j • -TYPE,COMP IBL4CK_11000
ANCCHOR CHART TO USE j._8 44 Z 1 - B 2 / y•, `,11111111//j' `-J
TYPE.�QQNC.IBLDILiW000.METAL I^.CD 4 .___ .m 0.,.__I 2 4 i ��% �
C"-,-1.3 _
ADJUSTABLE SILL ALT, ADJUSTABLE SILL j °T692 �t I y
.. II !�
1. _ _ 15 b '
SECTION C—C
�Q'•, 8�'_OF ��drowing no. .
i HEADER AND SILL DETAILS CAN BE ��� I 1 4-02
USED IN ANY COMBINATIONS. FL 16984 �'s�1jAl- �� —
# r N7 isheel
B
0
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Q =,Q�
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FLOATER SLAT Cc O LL
OPTION C n
ANCHORS TWEV p N `
ANCHORS TYPE
0. .
D,E OR A.D,C.O, EOR G- po o
SAT 16-O.C. MAX. AT 16'D.C. MA%. C a Q Q I
, _ _ BOOS 4 1 Imo
WOOD ♦ _ ___ .... _
.._ _.. _ _ __ .. I .__ ._ ___.__ _ _ ._ .. _. _ r__ ___ _ - __ _ ___
WOOD 6
METAL I • _ _ __ _ I I _ _ :_I METAL Q W
FOR MIN. SEPARATION
t '! 1 X 1 % .093" SEE SCH.SHEET 1 �-GLASS W��
L ALUM ANGLE(TYP) (TYPICAL) : .,, ....._ 1.5 i
FOR END CONDITION 5'
O BUILT-OUT SEE N.I UO
DETAIL LEFT �---.. .
:i
L Ed:: za
O M
I
Jill Z 9yWh
z Z W n
LOCK HANDLE CAN w C)
HANDLE n
BE INSTALLED SECTION D-D li
INSIDE OR OUTSIDE
CONC
BOCK
WOOD I
METAL �;t;,li`
1 % 2X.093" 2%2X
1-1/2 X 2 %.093' 2 X 3% I/B" w
2 % 2X.093' 2 X 4 X 1/8' m
2 X 3 X.093" T
@ 12•XD C/q• TEKS ALUM6TUBE/(6063-T6)
2 % 4X.093'
2X5% 093"
ALUM ANGLE AS
RE00.AT BUILT-OUT �! y
CONDITIONS
' r 00 B10■3/4"TEKS •�o I
_g 10% 3/4'TEKS 3/ANGLE 'S
O 12"O.C.
II 1-1/2.3 . 1/8' ````Lt1 ulnNyy/A/' ` I
`ALUM ANGLE �p� � �
i1 �X X TOP @ BOTTOM �%� �y, . '�i�
8 lit
X 'f. .I' X
x t/4"0 TAPCONs _ No.70682
2/ANGLE .x ' _
END CONDITION AT BUILT-OUT
FIXED CORNER DETAIa1':oF •l(� 'vdrowing no.1
14-02
FL #16984rfOpA1Ai- �`�
I
fill 1�� sheet
(3) 1/4•'LAG. SCREWS 0 EACH RAFTER FASTENERS I�I
Iz
2"MIN. PENETRATION AS PER SCHEDULES �� I
W/ 1-1/2•MIN. PENETRATION Io
2 X 5 X 1/8" TO EXISTING WOOD HEADER ---- - •'Ip,
ALUM ANGLE CONT. \, 2%J X 1/B'
2 X 5 X 1/8"
ALUM ANGLE F
1/4"PLYWOOD �, E N-0+
EXISTING SOFF,T I + I G rn'.v'
•0 :'1 --- ti 1 I C
014 X P HEX HEAD ,I'{
-' SELF DRILLING SCREVS ii ryO W
B 6, D.C, j ISI a Q g
--- _:n7
1 -" -m-m- N:
EXISTING WOOD TRUSSES WOOD HEADER
0 24"O.C. I REQUIRED j uZ m aC
LAIN. S2..4 MEMBERS II W I
MIN.S.G. = 0.51
7
tn
I
I
FOR SNUDER TTER HEIGHTCONNECTION
2"MA%,ROOD GN LOADSSE 0 PSF -,°. -...r... ... .!, o'�I��p
FOR SHUTTER HEIGHT OF 84 MAX. DESIGN LOAD 60 PSF Z C M
FOR SHUTTER HEIGHT OF 96"MAX. DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 10B"MAX. DESIGN LOAD 46 PSF U N
••, � I I l+ II ¢I N CI
si w�Z
_ ,I� E0. I{ E0.
II E0. 'I1 - �� E0. 1, I X11V�iZn
WDDD7$T 0 - I -= 'I11 I W.lo I�J•�-,
1
+ �I 0 24"o.c.
REOUIRED�H WOOD I,STUO, II' r 1 FASTENERS i¢I'I Z_°0=F�
0 24"I O.C. EE SCHEDULES =
010 X 3/4•TEKS, ,!,
' "• � I REOUI ED � � z S � �
B6' O.C,
+ .:_.......,..�. .-�._._. .1..,..... ON SHEETS 2 k 3 - --
1"X 4"X 1/8•CONT.ALUM TUBE 1
-W/(3) 1/4"0 X 4•LAG SCREWS
_ 0 EACH STUD W/2•MIN PENETRATION 2"%6°CONT,
INTO EXISTING STUD W/(3) 1/4"0 X 5"LAG SCREWS
0 EACH STUD W/2"MIN PENETRATION
' INTO EXISTING STUD c 1
II 3`4" FOR SHUTTER HEIGHT OF•84"MAX: DESIGN LOAD 50 PSF a
/ FOR SHUTTER HEIGHT OF 96"MA%. DESIGN LOAD 52 PSF u
1'•I'r, YS. FOR SHUTTER HEIGHT OF 108"MAX. DESIGN LOAD 46 PSF v
a i + FOR SHUTTER HEIGHT OF 120'MAX. DESIGN LOAD = 42 PSF
INSTALLATION DETAIL ON EXISTING WOOD BUCKS rwn:vr.I•
�'• 2 5 ■ 1/8"ALUM. ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& 1%4 ALUM TUBE TO WOOD STUDS TO
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
as _ 1/4"THRU BOLT W/WASHER k NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4.
• �`;-' AT 7-1/4.O.C. FOR LOADS UPTO 40 PSF G -
AT 5-3/4"O.C. FOR LOADS UPTO 50 PSF 11 11111T IllAA 1( ( {
ANCHOR� CHOR 5PAtINO INCHES, i `�\����®M/d,.pgAa�i�,
TYPE UPYO$0-PSf ` 'P•VCENBF••;�Zi ��� 9
CONC BLOCK WOOD WOOD
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NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL& FLOOR -'
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COVERINGS (STUCCO. TILES. ETC.) FL #16984 �Kh-epi FT)O—j