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Pradu:t A m",114 a>pndacr or orVgcati;,n'kgjh>Aopticatian list>Appnicrtlao befall i
EL16984-RI t!
Application T e Revision J
Code Version 2014
!i Application)S Approved
i
t
I Commen
Archived
Product Man rer National Approved Shutter Association LLC
Address/P on all 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
i (786)621-6706 !
paloudcs@9mail.wm
Authoriz Si nature 3avad Ahmad
ait'arooq@at'ceng.co�n
Technical talive (
Address/ ho e/Emall
i
Quality i u i rice Rep tative
Address/Pho e/Emall
Category Shutters
Su6categ ry Accordion
7
Compila ce ethod Evaluation Report from a Florida Registered Architect or a Li d
Florida Professional Engineer
EvaluationReport-Hardcopy Received
Florida EEnng, or Archl Nam who developed lavad Ahmad
the Evaldaul n Report
' Florida L� � r PE-70592 j
Quality nce Entity National Acrxedital3o I&Management institute
Quality, nee Con Expira"on Date 12/31/2015
Valida ]esus Gonzalez,P.E.
( % Validation Che&llst-Hardcopy Received
i
i
Certifica Ind
spends Fi_I6 $4 R1 COT �S -Re en Alumcordion Shu 2r(UAD--_I
2014,odf
Referen tandard an Year(o Standard)
tStandard } Year
TAS 201 1994
TAS 202 1994 i
TAS 203 1994
j. Equival n of Product ndards
i
Certifl By1 i t
Sectio the Code
� I
j
j
1 i �
f
Product p it Method Method 1 Option D 3
Date Sub 05/07/2015 !
f Date Var� 05/07/2015 1
Date Pent in OBC App I 05/18/2015
Data App i v 08/18/2015
Summa Products
i {f
Itut.# I � ,*umber or Name Description
16984.1 ency Aluminum Accordion Large missile impact resistant aluminum accordion sh
I hutter .
Limits fIUA InstaltatIonInstrctions
i Appro ed r use e in .Yes
F!1698 R 1 II SS-Reaenry Alum.Accordion Shutti,
App ed ' use •Yes fLMII 14=02.ndP
Im nfb Yes Verified By:]avad Ahmad PE 70592
Desig P rte:+20 /-200 Createdlby Independent Third Party:Yes
Other. drawing 14 2 for n vs load combinations E�raiurttium Reports
and i lia on details. FL169S R1 AE S -Reaen. Alum.Acrordion Shuj.'
(i_MII-PAE 2014. dfdf
z
Created-by Independent Third Party:Yes
! I I
i f
Back NC
t`
.^.1444 florth Monroe Street.TaGahasxe Fr.2M E hone:$50-087-1$24
or Florida rs as emComaight 2M7-20133 S caro of Florida.-rqg m Statement=AccessWitm
I undo I eman are records.Myou do not want your e-mail address released In trsvause to a public-records request do not elactmak
moutothis .instead, antro by phone or by traditional mail.rfyouhave any questkns,please contact 8S0.48T.1395.sputswntin, 455.275
(1),Fbrid 5 effective 1, licensees kaned under Chapter 455,F.S.raug provide the Deparbnent with an eaW address If they one.The
emaffi be t1sedd I notation with the rfmuee.However ertta8 addresses ate public record.Ifyou do not wish m supply a I address,
please t he
Depatunent an 0 address which can be made available�pubUr-To dr3mNne If you are a ntsnsee under Chapter 45S,F ,plewe
dk:k
r Product:Approval Accepts:
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SLAT PERFORMANCE CHART
OEFLECTION CURVE AT 100 PSF N' FDSITLYE LOAD i 0'
ACCORDION SHUTTER EI.8622854 _ ! ((•B12i4i -
v { { ° I SPAWL DR'a•FOR Pae,LOAD ..-m �
DEFLECTION CURVE FOR POSITIVE LOADS ONLY I I I P _
�' nEwsENE LDAO w •z,
¢:
M. ,.I.._.,...,.._.w _..._ ._.... .... ....... ..._... L. .,.... - ,.... m_.._.-.....�..._ ....-«.........—S._. ... _—..».IDPIN 3TTFDR NCD}lwD FZ it I �'I�,
i �+W
! I ,! Ay L�
Z
i l9
Z 0
� I Pl
d 4.4
U.
UL a^ La•z
°
J^ Z
60 70 B0 90 100 110 120 130 140. 150 a ___ _ _ I z ��
I I
SLAT SPAN - INCHESCD t
MINIMUM SEPARATION FROM'GLASS I ! U in rT
SEPARATION REOD.DUE 10 WINO LOAD SEPARATON REOD,DUE TO - --....----•---•-- - --- l __... .. �i
St UTTER SPAN .H=� N. r._„._LARGE!(tSStCE IMPACT -• w
DESIGN LOAD=Pd= PSF FOR SLAT SEPARATION
Z::j
FACTOR=K Pd/100 IN. L_SPANS UPTO I i��•? w
READING FROM SPAN D.CURVE= D IN 06
DEFLECTION AT Pd a K•D= IH 120 3 Ui' .�'u. ' _. .. 1-.__._-..-. 5'p,
MINSEPARATION REDO. =K•0+1' IN - 15q J 1/4 - j I Od
___._ ___.... __._.. ___.,1 _ _ ...
FOR INSTALLATIONS UPTO 30'OF GRADE USE MA 6M'U'M OF WIND LOAD OR IMPACT 10A0 I 1 __._.._.w..._ i �I Z
IREMENTS SHOWN ABOVE
FOR REQUINSYALLATIO14S ABOVE D'OF GRACE ONORE LARGE MISSILE IMPACT REGUIREMENT.
Do
NOTE:No PART OF SHINIER SHALL 8t UNDER 30'ABOVE GRADE TO WAVE URGE 01SSIE NFACT REDWREMEtR. ____., .. . _..I }». I
- I
ru i I •^-'-
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS 60 70 80 90 100 110 120 .'1130 140 150 I
-FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. i SLAT SPAN - INCHES
GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE
-HIGH VELOCITY HURRICANE ZONE AREA USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
.._.M._I,._.__ _........_._ PRODUCT..._._ FOR THE REQUIRED OESIGN,LOAD FOR THE PARTICULAR LOCATION. « !
LARGE SSILE IMPACT RfSLSTANT PRODUCT OF ASCE 7-10, ,.......__--�-�.^ ^-.�`-,^ cI I !
COMPLY WITH TAS 202, 201 AND 203 OF fBC. � u `- -�..�.- - �� '
DESIGN 10AD5 SHAIt 0E CALCULATED A5 PER REQUIREMENTS ci 11
GENERAL NOTES ,� I
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY WITH THE '
REQUIREMENTS OF THE FLORIDA,BUILOBTG CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HVHZ). - e eI-i
sos ,
2, DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING -,.__._-__._. ......._._.._-�__...._.._____..-.....-,-_-__-_.�_............. T
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM A-TM,S PRODUCT CVALW110N gOCuu£NT(P.E.DJ PREPARED BY THUS ENGINEER FL #16984
�t y;
CONSTRUCTION MANUAL”LATEST EDITION. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT IS GENERIC AND DOES NOT PROVIDE 04FORMAVON FOR A SITE SPECIFIC
ABOVE LOCK WITH THE FOLLOWING STATEMENT. PROJT;i.e.WHERE THE SITE CONDITIONS OMIE FROM THE P.E.O.
HD
4. ALUMINUM
STEEL SURFACES YS:ALL TO BE PLAACEDIM CONTACT WITHS SHALT BE LLOY ALUMINUM HOWN
SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION :e INSTALLATION OFNTRACTOR TO THISEPRODUCTEFOR THE BASED ON THISCPflIODUCiREVALUATtON{ - 1\\\T1L�L(T� �P•P///�f�� 1; F t � ''-_
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH 8717 N,W, 117 .STREET SUITE #1 ON THIS
HE/SHE DOES NOT D£Y:ATE FROM THE CONORIpNS DETAKED' `� �;.•�OENBF-';�./ rr ' � I�i
FEDERAL SPEC. NO.TTP-545,OR BE GALVANIZED. j 4N Tf9s D4cuuENT.
S. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE C-TI
• HIALEAH GARDENS, fl, 33018
iDS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iNVAUD IF , I'
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ALTERED By ANY MEANS. ft.70692 1 I
6. All BOLTS SHALL BE
STAINLESS STEEL.ALUMINUM AHOY 2024-T4 O-SITE SPEctFtC PR4JEciS SHALL,BE PREPARED RF A FLORIDA REGISTERED: YY;• - - ;$s7�}
OR 7475-T6, OR PLATED STEEL,WING NUTS TO BE OF ZINC ALLOY, i (NGN(Lfl OR ARCIfRLGT WHICH WILL B(CG4E THC CNGNE(R OF RECORD([.OR)
7• DESIGN CRITERIA FOR SLATS:MAXI DEFLECTION S THE-LESSER OF L/30 OR 2'. • I FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER no.
iUSE EE THE H E,O,ENGINEER OF RECORD,ACTINGS A DELEGATED r '•,• g^,eOF drawing no.
ENGINEER TO THE P.0-0.EHGNRR SHM.I.SUBMIT f0 THIS UTTER THE SITE r
8. A(OHO DURATION INCREASE IS USED IRONS OTHER THAN THOSE SHOWN IN SPECIFIC DRAWINGS FOR fI&XV. rr(��•�.„O•R�QT:••�,{�;\� 1 4-02
B. ANCHORING OR LOADING CONS
OF THIS APPROVAL.
- _.,..___.,....-__.-».�..-:.... E-TWS P.E.D.'SHALL BEM INE UA1C AND ORIGINAL MEAL AND MIDNATURE DF /, S
THESE DETAILS ARE NOT PAR
ED IN DESIGN OF ANCHORS INTO WOOD ONLY, FGR INSTALLATION DETAILS SEE SHEETS 3 THRU 6„ THE PROFESSIONAL ENGINEER OF REcogb THAT PREPARED rt. / \
I Bhee1 i Gt 7 ,•
• 0. •
4171--...-.....__---. 3.115 -.•I 3.115------ �'�'''`�'''� 5.000-_......_..._...�.'�"'''� :�.. '-' V :��1.
2.002 125
4,032^_._._____:__. 2.062--
-.049
.062--^�
1 ± -048
�____.... G��----7� �Y -1.265 7.237
•�'``-. .259r i 1 1.975 2.� ._.t2S TYP. '
A.241 R.112-' 1.237 IL
2.600 r 1.285-
1-8,303 lY LI , 2 X 3 X 1/8" Via°
A.174•- --� 2 X 4 X 1/8' Q
606 3 T6 "-1.718 2 X 5 X ,/8'
735 a
.._.. ...4.638. .__.---•7 Q 4 ...<d'7re�- ,�,,F'ILING HEADER BUILT-OUT ANGLE
--------4.032 6063-T6 6063-T6 �8
iIr gp
6063-WALL -775 ER r ._4.115-_..._-...._... Q a
III �•.....rv__...._3.062---.^��.j , ir
H
\-R.24t i •--2.042--"..`-•1 i.00D �---2.062---- 1.R.303 125
FLOATER S bT Y. 2.600
6063-T6 .750 i 1 125 I I +`
_F�».-......- 1.265-`1 7.237
1yI1 I t i. •'g.
�._� .,...-R.303 ...062 2.600 1.265 i 1.237 ._..-_...--._.-
.SOD 1. i I �_ I ___.T. p
7 .718. �•-! Wp
1,507 632 •- 1.750•---^
- I:� t�,
778 - ALT, 1' QUILT-OUT WA I�, HEADER
•�•1.610---^ 6063-T6
FEMALE D SLKr I' BUILT-OUT WALL HEADER 1.125 076 � �z
6063-T6 1 ' Com•{.N W r
6053-T6 5.i t5 3-...__ � '�:�G1 Oro�I
f,...--2.040-.-� �..--...4.062
Z1'226
2.000--,---2.062 6E ERACK z
6063-T6 d
2.000 2.062 2.126 0 �_ .- .125 --.1.725 .718} 2444 - 3350 � .0762.6D6 i 265-�j 1.237 - k t .891i 1.237. 1.000
1.285-••� jw I( _.. 61312 1.718 b� �.__.,._.__..__._... *---1.484--•� 1.044 I> of
L•.__2.441-'_-•1 ..�.Y._.. _. .718 •- _-..4.167
FEMALE jO rz S AT �Z ALL HF g1 AD THRESHOLD
6083-T6 2" BUILT 0 W ADER T. Q" LILT-OUT WALL HEADE ER 7 "i
5063-TB 5063-T6 6063-T8 i
�'----2.070-• 4
�• 1 ^.{ ---}.t i5--
.556 A o
F\4�4�L�:•1�•4#•E1i�N6t'9�91•f•••.4
7 7
.078,A05
�,2250 .970 t.QOD 1 .5000
2.1265 7.2972.444 297
�56082 1.} 675 .094
8 980 7.636
�t
Na 70692
.514 1.044 7.359-+ 1.000
-2.256--'-
.269 �•+- --2.BDS �•1J,BOS-----._.. (�/` ,rw• :. _::: T
2.471 drawing
F• 2.834-- - w� •• 8. diowing'�:no.
�toao►•.•'C9� ' 14-02
MALE LOCKING SAT' �ntMN6 -T tp _ENS R7 BO--�figSILL
TRACK BO QM 6083-T6C� ADAPTER ALT- 130TTOM6DT{{A�K ADAPTER
i
9
WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTH ��
! -. ANCHOR CILR TO USE
�AHCHOR;, CHART TQ USS TY `GANG(BLOCK WOOD IMF.?AL }__ !
J ,
1YaFt,CONC)9LOGK.W000 lIETAL APE C
I } 1 ...
B 7 5 _ C -y A -- a
C
E I i _ 1 , 2 ; Ed - Z z,
Z ......
1 1 BLOCK I I I _
NYLON WHEELS I I OOD _ ll I I I I Ili a 6O.
Iu9 INMETALLIC BUSHING ,METAL, i +- .: II _.'_'.
\�
I . l.n. I 0 I I I 0cfo
a '�
I r O
0.3
CONC..' / .: i:. Ix in O n
Ed,, r�1/2'OVl% 11/16'LONG
BLOCK NYLON BUSHING
w000r' / TYP, II� i i i I IL z rr< •o I
METALI I ` ,J Z
i '
0.DA. X 1/2'LONG
NYLON BUSHING' ----- ..�I.F.._�.•.. ...:...I
� A
4isR - -
_ _ Ysi/sc� c oI +
TYPICAL ELEVATION n
II N p �• ul�p V1:�N J
_. ........._..._.._..,,.. H '__.___..... .i•........•.....
In
Vf I I a^ rd
• i i U ~ b
T ......._...__.�_;L._........ ....._ .z;� Z
LL
Ed CONC.,
'BLOCK: Ij
II L =
WOOD`
METAL. ,.. •I _� jl� I I, � � I
.750 VAX TYP I t
i
\ 1/2*DIA. X I1/I5°LONG > C
-NYLON BUSHING
I/2°DIA.% 11/18' LONG
"\,',C
NYLON BUSHING I `BOCK', :BLO1;K
iYP. I I `BOOB•`. (.l `'�. Ig00D io
•y� ANCHOfl CHART TO USE / 7 `.METAL, ` •`METAL•\`•y`• o 1
\ ! 7TPE,C4NG.BLQGK IW99D.161ETAL' / 4?, _ 1
_ANCHORS A `^•`�`� +. s
SAME AS HEADER B '. Q 2 / APE +cGRG�'0.L9CK.,W9AR,METPLI �`•``��• ` ' !
00 ._,
B _� }
._...0 4 ._.�_.....__r _.. '�' @ .7�t..._�.,_�._y.__.� / � ,11111 I ,•-• � �-`_
se
SECTION A-A I.4_..._-___- i�
I�
... SECTION 8-8 64.,. { '/ ��� ���•'�
No.70692 -
� I
.........._ _....... .._._......
__.._...r_._...
�O'., 81 ..or ljj� �drawing} no. '
Ed+ TYPICAL LOCK DISTANCE ^,_.•--__-. ,,. .,_-�.....____..ANCHORS: EMBEDMENT h EON F[ORION-' \��� � 14-02
------. •..__.__,_._____.____.__...____.__.._____. I CONC.&BLOCK 12d(12 ANCHOR DIAMETERS) I HEADER AND SILL DETAILS CAN
BE: DISTANCES SHOWN ARE BEYOND /QS''• (j
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 & 2. I WOOD Sd THE WALL s FLOOR COVERING 3
FOR WOOD INSTALLATIONS SEE SHEET 6. ._. _ ...._._,----.. I I�......_._.. (STUCCO,nLEs.ETc.> FL #16984 4���fVAL• .� "sheet 3-.or,7]+
I ,FOR LESSER EDGE DISTANCES SEE SHEEP 7 OP 7, I SED IN ANY COMBINATIONS.
' O
BUILT—OUT CONDITION BUILT—OUT HEADERLST BUILT—OUT HEADER
ANCHOR Cr.HAR'!Tp UtE. _..I _ 1,V ;.
sTF[ GONG.,B(OGK WOAD MELAL r k' CHARt T E'__J ANCHORC �pART 1Jf u#E
_ gpppp S :.i '�TYpf,.,€__,ICON0 BLOCK WOpD MEfA6I TYPE G @LACK W94Q.1dETAl V �
Mj-----CONC,~• I ..G.,_ . I.»1 I .�.- � A 2N !. .L I q`
e METAL ,, LU mu
J14 X 3/4` f J .... 4 Z, a .....,....._._...:.._..
i_.,.... .-SELF DRILLING SCREWS :' G..., ._._._.,..i_._,_.._A "'E""`:--.:_._ .._�.�,
,fes AT 6"O.C. �� ••�
� ; »-�� n � ' � .GONG.• is
Edi .I• .._,.-ri _ H .BLOCK',
.METAL\' .} Q_
2 x 3 x 1/e• u z
m
Ft. 2 X 4 X 1/8' �•� Ili 'ONS'
2 X 5 X 1/8• "! I�', Ed BLOCK' J 6 (I
ALUM ANGLE ( t WOC£f` 1, ti
METAL: �• xo a ,,, .-....
1. ::.� ;• , :_. Iii � U 3 .�:,::
:t.Netioiit
j.n'PE.wOf7�lL•.BLOCK:WO40.,MELAIj `^
6
do
�4b UT
t +, Wo
12 cc Q
ANCHOR...__CHNiT TO�USE"_ l ... . _. -'ti-' •
SYPE ,CONC,OLOCK.!WQQQ kTAt{ , r Z i
2.
Tj
00til
_ .
110 X 3/4"TEKS :,? AT 6"O.C.' , , o} }
I t A7 6'O.C. _ ,. y 1
Ed
yrs' 010 X 3/4" -
,1S','i '"'•�SELF DRILLING SCREWS
AT 6.O.C. 'IrT: •L`!t
2 X 3 X T/B' ..CONC.`,
2•%4 X 1/8' ,y14 X J/4" +� } •'BLOCK:'. .+., .`•�;,.,�,,.\ \',•',BLOCK,•`ti w I
CONC 2%S% IIB" \-SELF DRILLING SCREWS {{'- WOOD __ I ,'y'` WOOD
\ BLOCK, ALUM ANGLE AT 6"C.C. ANCHOR CHART TO List ,,� ;METAL•' ,ENCHORL: C AR1_f"�,j,-,US y Y 'METAL',,
W000. 6063-T6 I._TA?E.OQfi�4,.,$LK.WOORrMETAI. TYFE G42C $19LK..Y{QQQ METAL, 4_7 111
MEiAI �Af1C110R_.�CNART TO USER }. - B 2 _ T1 Y IAS JI ;
�TrPE_ �@it Cd5�WOORO.METAII �;,-C 1 L.-_=F- C 2 F _ ��A �P" �i ' I @# `i
1 y x I
-34
.S `SOPJdBF''••,
70682
-;C ,3 ,_ - -_-{
ADJUSTABLE
AIT. ADJ ISTAB GII -
SECTION drow
c—C _ '. - � _9„
,. �-OF I no.
d-02
in �
HEADER AND SILL Of-
TAILS CAN Bf ---
_USED IN ANY COMBINATIONS_ FL #16994 Y T 11 fgfieet 4 of 7,
9
FLOATER SLAT G
OPTION
ANCHORS TYPE R
A.0,C, D. E OR 0 - A.D,ANCHORS
C,D E APC V OO
T 16'O.C.MAX, AT 16"O.C.MAX. O R Q C
a
C) C !
�'Ou1�C
W000 • _.._--_.. -_ - ._:: - - __ __ _ ___ _ --_ -_ -__ _ _ _ __ _ _ _ _ _ _ BLOCK U•= I .
W OD
METAL = -= - - --- - - -- - - -- _= METAL
ab � �
FOR MIN.SEPARATION
r _
ALUM I ANGLE 3TYP I SEE SCH. SHEET 1 i CLASS
FOR END CONDITION (TYPICAL)
0 BURT-OUT SEE7,
5
DETAIL LEFT �.,_ '.I C3
�`n
z
i
• LOCK HANDS GNSECTION 0-D
BE INSTALLED w Fq^ V i
INSIDE OR OUTSIDE
CONC. 1" � a
BLOCK
METAL
of
1 X2 X ,063' 2X2X 1/B• -
1-1 2 X 2 X.097" 12/
%' s i
2 X 3%.093" 1/8-
,_1/2
+—2 X S X.093' 9 !B'D.L093" 10 X '4'TEKS63-T6)
ALUM ANGLE AS .
REDO.AT BUILT-OUTL
CONDITIONS - y
10%3/4'TEKS 10 3/ANGLETE� I
-j 4.
10
12'O.C.
�F1-1/2■3 ■ 1/8'
ALUM ANGLE • /�/•� A•,,,, ;•,1.tl l ��
TOP B BOTTOM1/4'0 TAPCONS Na 70yg2 ANGLE
END CONDITION AT BUILT—OLS FIXED CORNER DETAILdrow(
B'+'.OP ng no.
�14-02�
FL #18984 ��aMA1-��'� -
1 1 1 I66eat 5 8 7 1
' n ,
'
(3) 1/4'LAG.SCREWS O EACH RAFTER . ,,....... . AS PER SCHEDULES
FASTENERS
2'MW.PENETRATION .. Sp ip.
"• W/ 1-1/2'MIN.:PENETRATION X10 1
i TO EXISTING WOOD HEADER .•�
2x5xIa' /.
ALUM ANGLE CONT. 3 I B'
I. ,. AxsxLE & I
ALUM ANG
t/4-PLYWOOD•• !'
EXISTING SOFFT II!, ` •I .
014 X 1' HEX HEAD • ! I� y
SELF DRILLING SCRCVS �
@ 6'O.C. V -
�'3�Q
EXISTING WOOD'TRUSSES j•' WOOD HEADER
a
REQUIRED
MIN.2xi4MEl0.ieERS ! b •y
MIN.S.C. 0.51
14 X 3/4"TEKS 1 ,'• }• F
,....+.... ..". . ..• O @'O.C.
HEADER CONNECTION TO WQOD TpUSSES � � �_�. m.c
FOR SHUTTER HEIGHT OF 72'MAX, DESIGN LOAD 70 PSF t•r I
FOR SHUTTER HEIGHT OF 84"MAX,DESIGN LOAD n 80 PSF �•^'--••^' I ) }
FOR SHUTTER HEIGHT OF 26'MAX.DESIGN LOAD; 52 PSF - U n
FOR SHUTTER HEIGHT OF IDB"MAX.DESIGN LOAD 46 PSF' i'la } I a li
,EO,- r EO..w ��,'i iI •j i �j f I[I
` EO. _ T! EQ, `s 7 t 610 4
WOOD
tr
REDUIRED:n 'I 1 WOOD,STUO, '! FASTENERS ��...J:,,..
24",O.C. SEE SCHEDULES
};! , REQLIt(TED i ON SHEETS 2&3
030 X 3@ 6'O.C. tii - ..._.... .. J I
t - 1 1"X 4'X 1/8'CONT.ALUL(TUBEEKS - I
-W/(3) 1/4"0 X 4"LAG SCREWS 2"'X 8'CONT. k i
O EACH STUD W/2'MIN PENETRATION "Wf(3) 1j4`0%5'LAG SCREWS
- INTO EXISTING STUD O EACH STUD W/2'MIN PENETRATION e
INTO EXISTING STUD
FOR SHUTTER HEIGHT OF 64'MAX. OESICN LN • 60 PSF
3/4' FOR SHUTTER HEIGHT OF 96'MAX.DESIGN LOAp 52 PSF
q. FOR SHUTTER HEIGHT OF 108.SAW DESIGN LOAD n 46 PSF �}
• FOR SHUTTER HEIGHT OF 120'MAX.DESIGN LOAD n,42 PSF •� �
4 ?••
INSTALLATION DETAIL ON EXISTING WOOD BUCKS
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•2x4x1/B' cu i s
` 2 x 3 x M1/B'ALUM,ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& 1X4 ALUM TUBE TO WOOD STUDS TO
r \1 PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. ....}»
a,4 �1/4'7HRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/$ILL TO CONTINUOUS WOOD LIEMBCR$SEE SHEETS 3 T14RU 4.
AT 7-1/4'Q.C.FOR LOAD$UPTO 40 PSF
AT 5-3/4'O.C.FOR LOADS UPTO 30 PSF
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9._.,4,•1,. a • M � No,70692
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971 9..... ..... _..4._ - CoubI ER TOP CON mats
.. (PASS THRU WINDOW) 6",d QF � +� drawing no,j
MAX SHUTTER HEIGHT 6 FT. '•,!;LORIDE`,,'' \ ++
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FL #109134 L ` (sheet 6 of.7
m _ I 1 ANCHOR CHART 1 m ' ANCHOR CHART 2 m• ' ANCHOR CHART 3 - i°JI
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40 6B 60 70 BB 90 IBB 120 14B 150. dB 50 60 70 BB 90 IBB 120 'Id8 160 ae fiB 60 7B Be 9B 160 12B 1d0 15B 40 6B 6B 70 BB 90 IIOB 120 140 150
SLAT SPAN INCHES SLAT SPAN - INCHES SLAT SPAN INCHES SLAT SPAN - INCHES I�l
m ANCHOR CHART IS I ANCHOR CHART 6
m _ to � ANCHOR CHART 7 0
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FASTENER SPACING !N MASONRY !U Ln
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CHARTS RTS ARE BASED ON TYPICAL EDGE DISTANCE 12d a N t
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_SPACE FOR LESSER EDGE DISTANCE DECREASE SPACING BY w
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12d00�IOtl0?S6/2"80.71, 0:57 0.50
°' 'EXAMPLE. FOR 3'EDGE DIST.SPACING - 12"O.C.(FROMCHART). a' m
•�--------� _L_...._.__..._......I...1--I--- :�. - •- -- i - - ._._}-..'... ,�.—• - .- "-1 -- - - �... .... 0R 2`EDGE DIST.SPACING - 12 X;71 .,8.5 O.C. •�r ,�
� . .__: . ,. � r_. _ _._}-.�... 4 .. .... ----• _ � _ _- -- _- I•.. TYPICAL EDGE DISTANCE IN WOOD � 3 4' •i, z h I
C m_,_-,•___F___�_ o m + '• -�� I TYPICAL END DISTANCE IN WOOD 1� I w n
- -_ _,l }.. _ __ NO REDUCTION FACTOR IS REQUIRED
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4B 60 60 70 BB 90 100 120 1 140 160 4S 50 60 70 Be 9B ISO 120 140 •ISO 40 60 60 70 80 90 100 120 l40 160
SLAT SPAN - INCHES -. SLAT SPAN - INCHES SLAT SPAN • INCHES
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TYPICAL ANCHORS: I— use iWTS 1 THRU 7 TOVERIFY MICHOR
REQUIREMENTS AND STRESS LIMITATIONS OF ` 0,
ANCHOR((!)= 1/4' DU. INTPACO (BY ELCO) IANCHOR'D)='1/4'RAWI. CALK-IN (BY POWERS) j LOAD/SPAN COMBINATIONS.FOR HFAOER AND SILL.; c— ---- --�
111 II
- 1-J/4'EMBEDMENT INTO 3000 P51 CONC. I TOTAL ANCHOR BODY INTO JODO PSI CONC. T
w ` 1
1-1/4'EMBEDMENT INTO C-90 BLOCK OR C-90 BLOCK ��PO•AI•/ ��� i i•I•� �I
ANCHOR?.'$}=1/10' D4- I n.ON (BY ELCO) ANCHOR!$)c 1/4'DIA, LAG SCREWS �:'{,1OBN8F''•,• : �, ,
1-3/4"EMBEDMENT INTO 3000 P51 CONC. t 1_1/2"MIN PENETRATION INTO WOOD(S.G.•0.55) No.70692 I I 1
1-1/4'EMBEDMENT INTO C-90 BLOCK I
'ANCHOR 114*DUL KWIK-FI X 6E1_F DRILLING SCREWS ='j�;•
r 1/4'DIA TAPC0 N tG)_ / F - �� gg.�LJI1__J
ANCHOR, �_.•� (BY IlW) r I 0 b'
1-3/4"EMBEDMENT INTO 3000•PSI'CONC. INTO METAL STRUCTURES- _I
(STEEL OR ALUMINUM 1/B"MIN, THICK,) � �'•, B•' OF ����jjJ!!!!ll) drawin no.
1-1/4' EMBEDMENT INTO C-90 BLOCK �ORIDR•'' \�```` 9 1
NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WALL h FLOOR �••'' � 1 14-02
COVERINGS (STUCCO,TILES, ETC.) .. FL #16984