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FL# FL6412-RS
Application Type
Code Version 2017
Application Status Approved
Comments
Archived I7 FILE COPY
Product Manufacturer Folding Shutter Corporation
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach,FL 33413
(561)683-4811 Ext 7675
edh@foldingshutters.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com L�.Ude
``''
Technical Representative V�D
Address/Phone/Email
Quality Assurance Representative Ed Heritage
Address/Phone/Email 7089 Hemstreet PlacepermutingWest al B6ach,FL 3341375 nty'
edh@foldingshutters.com
Category Shutters
Subcategory Bahama
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity PFS Corporation
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Troy Bishop,P.E.
li Validation Checklist-Hardcopy Received
Certificate of Independence FL6412 R5 COI Indep.odf
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
https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs7kTE8Wajj2l l 6AB... 4/17/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 08/14/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
Model,Number or Name Description
(4'i 0
6412.1 Impact Bahama Shutter Im ter
se Installation InstruPtThird
Approved for use in HVHZ:Yes FL6412 R5 II Dw
Approved for use outside HVHZ:Yes rifled By:Frank Lo,P.E.PE0046549
Impact Resistant:Yes Cre Party:Yes
Design Pressure:+80psf/-80psf Evaluation Reports
Other:See engineering drawings for design limitations FL6412 R5 AE Eval.Ddf
(allowable pressures&spans,mounting conditions,anchor Created by Independent Third Party:Yes
options,etc.)
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accesslbllity 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 mail to this entity.Instead,contact the office by phone or by traditional mall.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 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 if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgs7kTE8 Wajj2l l 6AB... 4/17/2018
IMPACT BA H A M A SHUTTER FRANK L 6ENNAADO,/.!.
-UNLIMITED WIDTH' 4'-8'MAX.-
2'-4"MAX. 2'-4"MAX.. 2'•/"MAX. 12 11 2'-4"MAX. 2`4"MAX.. 2'-4"MAX.' : No F %
3 12 11 _ o N IT_
--_- --
LU___ .- '- ---'--'--'- x
--. 2 2 R ¢ �" UI,
4D 4C
_.__ � 70
_._- ... _ OPTIONAL 1/4' �- - OPTIONAL 1/4' / /fO Ijx L,V
.. ._ ....... �FTOE'S 0.38' ..._ ._ DIA:FDES 0.3B" - �y a W
.- - _ -- - flu
O.C.FOR VISUAL - — - O.C.FOR VISUAL - t t0 �
THROUGH -' THROUGH
SHUTTER WHEN - _ - SHUTTER WHEN
SIMILAR - CLOSED(1 ROW 1 2 _ _ CLOSED(1 ROW
1 Z -- - .' .- OF HOLES IN EA. ( __ OF HOLES il!EA.
._ ... _ 6 i -. ___.-.
BLADE)
6 UV�7 K s
F== CONNECTION D ON
--___- ENCONNECTION „�O
DETAILS,OR, _ -
SHEET 7 EYP. --- o SHEET 7,EYP. -- b
_ § BOTH SIDES -_ -- m 807}1 SIDES � - m
.._.. - _ __ _ STORM BART - STORM&1R:
-_—.-:_ _ -._. 1 6 •T71I8! ......_ - _- 1 O.3-TUBE 1 O
7 4•TUBE = O7 -4-TUBE
S'TUBE
SHUTTER ARMS; ARMS;
aEETS W �i a
2
- _ -- -
TABLES ON S 7
- --_ 4 d 5 FOR VARIOUS
SUBSTRATES 4 B S FOR VARIOUS T�
SUBSTRATES. (n S� Iib
SEE VERTICAL SECTIONS FOR 13 14 1,2 1,2,3 SEE'FRAME CORNER 11 14 1,2 1,2,3 SEE"FRAME CORNER 1.2
M(1);M
TO 2-3 h5 ASSEMBLY'(SHEET 6) 2-3 4-5 ASSEMBLY-(SHEET 6) 2-3 h5 'n
NOTE.. SEE'O CLIP- N 3 p
ON SHEET 10 13 14 Q 41
aULTI PANEL SHUTTER sa REQHEETS 9&10 o 2 DOUBLE PANEL SHUTTER 3 SINGLEPANEL SHUTTERp2"-V-0" EXTERIOR ELEVATION OF STORM BARS FO
SINGLE B MULTIPLE B 1 1/2"-1'-0' EXTERIOR ELEVATION 1 1/2"-V-0" EXTERIOR ELEVATION LL
SHUTTERS.
s MA GENERAL NOTES:
4 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE AND SMALL MISS MPH),30'MRH,EXTERIOR ZONE 5,IN ACCORDANCE WITH THE BUILDING CODE SPECIFIED
ALLOWABLE PROTE 'CONDITIONS.
EDITION 2017 FOR USE WITHIN AND OUTSIDE SYSTEM IN ACCORDANCE WITH ETHEE HIGH VELOCITY HURRICANE ZONQUIREMENTS OF THE FLORIDA ED(IHVH2'NG O PER TAS SHUTTER MUST BE CLOSED WHEN HERON. SEE WALL CLIP DETAILS EOFASTEST NILE WIND SPEEDS REAR APPROPRIATE'OPEN RCH 75 MPH OR
WIND LOADS 202.Z NO 3}u3%TEST PROTOCOLS.
IN N ALLOWA&E STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. SHUTTER AS WHEN CLOSED,TME OWNER SHALL BE RESPONSIBLE FOR SECURING THE - 6�
WIND LOAD DURATION FACTOR Cd-l.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 30.THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION
aad>� a `
POSITIVE AND NEGATIVE DESIGN PRESSURES 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SMALL BE FOR I SPECIFIC SITE. IF SITE CONDITIONS DEVIATE ITEC THE CONDITIONS DETAILEDCALCa�U
BED RMI FOR USE WITH 0 SYSTEM SMALL DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE. HEREIN,A LICENSED ENGINEER OR REt,LSTERD ARCHITECT SHALL PREPARE SITE SPECIFIC d d E I 1
BE DETERMINED D OTHERS ON A 7GOVERN I G 4, SHUTTER SYSTEM AS SHOWN HEREIN IS APPROVED FOR USE WITH ANY NUMBER OF PANELS, DOCUMENTS TO BE USED IN CONIUNCTION WITH THIS DOCUMENT.
BASIS IN ACCORDANCE WITH THE GOVERNING PROVIDED THAT THE LIMITATIONS OF USE FOR STORM BARS AND FOR SINGLE SPAN SHUTTERS AS SHOWN 11. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH
CODE SITE-SPECIFIC IN PRESSURE 0. IREMENTS I
AS DETERMINED IN ACCORDANCE WITH ASCE ON SHEETS 9 AND 30 ARE NOT L NOT EXCEEDED.MAXIMUM PANEL WIDTH AND MAXIMUM OVERALL SHIITES WHICH THUS DESIGN IS USED SHALL BE WHICHS HA FOR THE COORDINATED
OF ALL !�
7.10 AND CHAPTER 1609 OF THE FLORIDA HEIGHT AS NOTED ABOVE SHALL NOT BE EXCEEDED. SUPPORTING SURFACES TO THIS DESIGN WHICH SMALL BE COORDINATED BY THE
BUILDING CODE SHALL BE LESS THAN OR EQUAL 5,
WHEN STORM BARS ARE REQUIRED,OVERALL SHUTTER WIDTH SHALL NOT EXCEED DIMENSIONS PERMITTING CONTRACTOR.
TO THE POSITIVE OR NEGATIVE DESIGN NOTED ABOVE. WHEN STORM BARS ARE NOT REQUIRED,ANY NUMBER OF PANELS MAY BE USED(INFINITE 12. ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE SPECIFICATIONS AS
PRESSURE CAPACITY VALUES LISTED HERON FOR OVERALL WIDTH)WITH T-4"MAX PANEL WIDTH. NOTED HEREIN.
S ANY ASSEMBLY AS SHOWN. 6. THE NUMBER OF STORM BARS REQUIRED FOR EACH SHUTTER TYPICALLY VANES FROM 1 TO 3&IS 13.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. I.
DEPENDENT ON SHUTTER SIZE B REQUIRED DESIGN PRESSURE. SEE ELEVATION DETAILS B LOAD TABLES ON 14.SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER
SHEETS 9&10 FOR STORM BAR REQUIREMENTS. ASSEMBLY,LOCATED ON THE BOTTOM PLACED ON THE BACK OF THE SHUTTER, WARATR L"B4INBO PE
-SEE SHUTTER ELEVATIONS ON SHEET 9 B STORM 7. MINIMUM SEPARATION BETWEEN SHUTTER(INCLOSED POSITION)B GLAZING SHALL BE AS FOLLOWS: CONTAINING THE FOLLOWING:
BAR TABLES ON SHEET 10 FOR DESIGN INSIDE THE HVHZ,ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES: 3.35'MIN SEPAR FOLDING SHUTTER CORPORATION 15-2373
PRESSURES AS CONTROLLED BY SHUTTER WIDTH OUTSIDE THE HVHZ,ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES: NO SEPAR REQ'D WEST PALM BEACH,FL ,
B STORM BAR SPACING. WHEN USED OUTSIDE THE HVMZ,ASTM WIND ZONE 4,AND ESSENTIAL FACMIES,THIS SHITTIER SYSTEM TAS 201,202,B 203 PAfi!MIfWRIOM
CONSTITUTES A NON-POROUS ASSEMBLY AS DEFINED IN THE ASTM E19%-06 STANDARD. FLORIDA PRODUCT APPROVAL NUMBER
S. EACH SHUTTER SHALL HAVE A LEGIBLE B READILY VISIBLE MARKING INSTRUCTING THE 15.THIS SHURER SYSTEM HAS BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS
SEE GENERAL NOTES FOR MINIMUM OWNER/TENNANT TO SECURE THE SHUTTER WITH BRACKETS B STORM BARS,PER THESE APPROVED AND CORRESPONDING LOADS SHOWN HEREIN.
16. ALL BOLTS,NUTS,B WASHERS SMALL BE ZINC COATED STEEL,GALVANIZED STEEL,
n SEPARATION BETWEEN SHUTTER B GLAZING DRAWINGS,SYSTEM HAS BEEN
D SIGN D TO WARNINGS. �®
9. THIS SYSTEM HAS BEEN DESIGNED TO WITHSTAND WIND(3-SECOND
GU,T THE OPEN POSITION, STAINLESS STEEL,AC ALUMINUM ALLOY CO T4 OR WITH
A5.
- RESULTING FROM FASTEST MILE WINO SPEEDS UP TO 75 MPH(3-SECOND GVST WIND SPEED UP TO 115 AT STEEL SURFACES TO I PLACED IN CONTACT WENN ALUMINUM SMALL BE GIVEN ONE
COAT Of ZOIC CHROMATE PRIMER OR SMALL BE GALVANIZED.
I
IMNN L BENNIRDO,I.E.
ANCHORS !ANCHOR ANCHOR SCHEDULE 4
SCHEDULE,1'MAX FROM
ENDS,SPACING PER ANCHOR ANCHOR TYPE SUBSTRATEMINIMUM MINIMUM EDGE MAXIMUM SPACING FOR MAXIMUM—HOFOR CONTINUOUS
ANCHOR SCHEDULE. N0. EMBEDMENT DISTANCE HINGE ANCHORS BOTTOM ANGLE'
A Al2 e,e SS SMS OR SDS �� t-i? Sr Ir O.C. Ir O.C. = •;
MIN NO Pi MGM
EMB !y ,/4'STAMLESS STEEL ITW
TAPCON CONCRETE 1-1M 1' 170.C. 1t D.C. =-0
W STAlAESS 9TEE1 ~ STA • N
O
a
11 12 IO O TAPCON C. 1-11r a]Ir 1r O.C. ]r O.C. � �•.3/16"AWM.POP RIVET HOST D 114"STN LESS TAPCONTEgITW BLOC( I-UP t' 84V O.C. 94W O.C.
OR NO.6 S.S.SMS SCREW INT STARLESS STEN fTW ' Ill t Q W O
I.FROM ENDS S MAX.6' \STRUCTURE OTHERS,TYP� E TAPOON BLOCK 1-IM' aVr "r It
04V O.C. aa t.10 i W
O.C. XIF /M-V ALL PONTS SOUD•SET CONO TFI Nr 1-1N• ]t O.C. 17 O.C. W p,N,,
2 ESTING EXTERIOR FINISH SCREW ANCHOR BLOCK u w Y z
4C D 1/4309L0 PANELWITE WOOG-aD 1-71r 1/4, Ir O.C. lr O.C. In
" OC. Q
114-n ELCO PANELMATE a rr
MALE/FEMALE CONCRETE 1 Yr 2-117 it o1r o.C.
' I v4t0uC�O EMALE)PANELMBLOCK 1-114- 2• 1r O.C. 7r D.C.
1/4'STL BOLT B WING
NUT(2 PER BAR CLIP) 1
a
TD EA.INTER- ANCHOR SCHEDULE NOTES: OV m G
MEDIATE MULLION 'O
1. ANCHORS SHALL BE INST►I 1 FD IN ACCORDANCE WCTH MANUFACTURERS'RECOMMENDATIONS. �n
4A 4B 2. TAPCONS SPECIFIED HEREIN SHALL BE MANUFACTURED BY ITW.'ELCO PANELMATE"ANCHORS MAY BE MALE OR FEMALE. u e�
3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN) Lu G
WOOD STUD( U3XE SNAIL DISTANCE
IS CCE PINBL GOR5AN
5 OHORS TO WOOD
FRAMING). r Qd 4
4. WOOD HOST STR
5, MINIMUM EMBEDMENT EDGE DISTANCE AND SPACING$HALL BE AS NOTED 1N ANCHOR SCHEDULE. MINIMUM EMeEDMEM AND ru i f
1 EDGE DISTANCE EXCLODES STUCCO,FOAM ERICK,AND OTHER WALL FINISHES. =uJ
6. ALL CONCRETE ANCHORS SPECIFIED HEREIFI SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. IyK
7. WHERE EXISTING STRUCTURE MS WOOD FRAMING EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO =IA Z
` I AD&UATE WOOD FRAMING MEMBERS NOT IMPLYWOOD. _
\ / 8. ANCHORS M I l AND K MALL BE INSTALLED WITH 1/4-20 316 SS MACHINE SCREW OR WASHERED NUT AS APPLICABLE.MACHINE N=3 15 f=
SCREWS SHALL FU1VE MINIMUM OF 1/2'ENGAGEMENY OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS
— / HEAD,OR WAFER HEAD(-SIDEWALK BOLT")U.N.O. o a
•SEE"OPTIONAL BASE CLIP'DETAIL ON SHEET SO FOR USE Of CLIPS NO.14 IN LIEU OF CONTINUOUS ANGLE. Z
Q !
� 6 7 B
TO EA.INTER- O
SEE'STORM BAR TO 1/4"STL BOLT B WING MEDIATE MULLION LL
11 NUI(2 PER BAR CLIP),
a4 MULLION CONNECTION 4D EXISTING EXTERIOR FINISH TYP.
DETAIL"ON SHT.6
2 EXISTING HOST JilL
g [r e
STRUCTURE
OTHERS TYP.
MIN
1/4'ALUMINUM RNNUTS
OR 1/4"BRA55 IACKNUTS S e;
I-FROM ENDS 8 MAX.12" '--f 5
O.C. MDI SHUTTER MAY BE INSTALLED WITH STORM BAR AT BOTTOM IN
LIEU OF CONTINUOUS ANGLE OR CLIPS.STORM BAR SIZE AND ®{
e r 3/4- EMBED INSTALLATION SHALL BE AS FOLLOWS: I+F
11 }MAX. FOR SINGLE SPAN SHUTTER WITH NO ADDITIONAL STORM 6y6
:d S O BAR$USE 3'STORM BAR FOR SHUTTER WIDTH UP TO 86'
AND 4'STORM BAR FOR SHUTTER WIDTH UP TO 93" g @@@1
INSTALLED PER CONNECTION'D' gi
1/2• • FOR MULTI-SPAN SHUTTER MATCH STORM BAR SIZE AND • iP
III'OPTIONAL BASE CLIP' HDI. INSTALLATION TO THAT OF REQUIRED STORM BARS.
DETAIL ON SHEET 10 FOR---\
USE OF CLIPS NO,14 IN T 13 ANCHORS PANCHOR 15-2373
LIEU OF CONTINUOUS SCHEDULE,1'MAX FROM
y ANGLE NO.13,AS SHOW ENDS,SPACING PER ALypWABLE Kalil
DOOtVf10Ns
F HE ANCHOR SCHEDULE. GAP meq.
TYP FACE MOUNT TYP TRAP MOUNT
I VERTICAL SECTION z VERTICAL SECTION
s
2 6"-1'-0" VERT SECTION z 6"-I`G" VERT SECTION
PRMX L XIIRARDO,P.E.
OOKSH
1/4'ITW TAPCON 1"FROM ��.•'LC qi
ENDS t MAX SPACING PER L V
ANCHOR SCHEDULE. E WOOD HOST STFll1CTURE =�.'
B76ED Br OTHERS,TYP. 1L: No PEO C.
MIN
EMBED )
EQUAL< STATE C� M
11 12 11 12 WOOD SCReri,SOS
SFROM �rr�s`S�ON ui ENDS&MAX S
3/16•ALLM.POP RIVET 3 16"ALUM.POP RIVET ANCHOR SCHEDULE. PER 1111 1 I I Q
EDGE OF BLOCK,OR /
OR N0.6 B.S.SMS SCREW CONCRETE BY OTHERS O0.NO.6 S.S.SMS z N e
1'FROM L9�5 t MAX 6' (NOT INCLUDING SCREW I'FROM ENDS 6 W 9
O.0 MAX 6'D.C. - NO.6 SS SMS OR to
WFINISHES)TYP, NOTE:FASTENERS MAYp
2 2 3/16'RIVET.1 AT BE PLACED IN EITHER w rL
W i SI
3/1 8 SS SMS 1) MI END t S HEAD FRAMWALL ST STUD OR o W
3/16'RIVET.(1)AT MIDDLE OF SPAN WALL STUDS ,p mi
4C EA END 6 AT MIDDLE TO HOLD TUBE TO G
OF SPAN TO HOLD NIFIGE.
TUBE TO HINGE.
1 MIN.1X1.5%0.062 ALUM.TUBE 1 MIN.1XI.SX0.062 ALUM.TUBE
OR MAX.2%3X0.125 ALUM TUBE OR MAX.2%3X0.125 ALUM TUBE CL
d -AROUND OPENING AS REQ'D TO AROUND OPENING AS REQ'D TO
OBTAIN REQ'D GLASS OBTAIN REQ'D GLASS
4A IB DISTANCE OF MIN.3.35" 4A 4B DISTANCE OF MIN.3.35' 0 m
NO8 55 SMS OR 3116'RIVET. NO.8 SS SMS OR 3/16"RIVET. w BIE a
. (1)AT EA. D 6 AT MIDDLE OF 8
(1)ATEA END t AT MIDDLE OF SPAN TO HOLD TUBE TO ANGLE. GG<
{ SPAM TO HOLD NBE TO ANGLE. -61y
MRI.1XI.5X0.062 ALUM.TUBE MIN'MAX.ZX3SXO O.1 ALUM.TUBE
4D OR MAX.2X3%0.125 ALUM TUBE 4p OR A.2XJX0.125 ALUM TUBE
AROUND OPENING AS REQ'D TO AROUND OPENING AS REQ'D TO
OBTAIN OBTAIN REQ'D GLASS V)
2 DI TANCE O MIIN.GLASS.35• 2 DISTANCE OF MAl.3.35' = 2
1/4'ALUMINUM RIVNVTS 1/4"ALUMINUM RIVNUTS Z
OR 1/4"BRASS]ACKNUTS OR 1/4'BRASS IACKNUTS OTTERS,TYP.STRUCTURE Z n ,Q
1'FROM ENDS 6 MAX.12" 1'FROM ENDS t MAX 12' GGA e a
0.0 f l7
a W LL.
s
v MIN
EMBED =_G NOTE:FASTENERS
E$ %PER
MAY BE PLACED IN
S SILL FRAMING OR ■ '
G WALL STUDS.EON E BLACK,OR 516'MIN --{ CONCRETE BY OTHERS 1/2'MN•(NOT INCLUDING COSEE*OPTIONAL BASE CLIP' 13 FINISHES),TYP. SEE'O�ONAL LASE 13 E 1FROM
DETAIL ON SHEET 10FOR 114-20 ELCO PANELMATE OR 7� OLD'DETAIL ON SMITAXSPACING I
USE OF CLIPS NO.14 IN 114-20 ALL POINT'S SOLID-SET, 10 POR USE L EU1O5 OR B
NO.11 IN LIEU OF
LR91 OF CONTINUOUS 1"FROM ENDS B MAX SPACING SCHEDULE.
CONTINUOUS ANGLE L{
ANGLE N0.13,AS SHOWN PER ANCHOR SCHEDULE oil
HEREIN,M. NO.13,AS SHOWN 8
HEREIN,TYP.
BUILDOUT MOUNT TO BLOCK/CONC BUILDOUT MOUNT TO WOOD ��
1 TYPICAL VERTICAL SECTION z TYPICAL VERTICAL SECTION Q
36' 1'-0' VERT SECTION 3 6' I'-0' VERT SECTION 0DP1N0 FKWLB1VItQO PE
y 15-2373
L: FOR REQUIRED ANCHOR SPACING,EDGE DISTANCE
AND EMBEDMENT,SEE ANCHOR SCHEDULE AND
ANCHOR SCHEDULE NOTES ON SHEET 2.
id
FRANK
' L.lENMARDO,V.E.
\11111 1 %EOW6SA9
O ��\ r
ARM SPACING TABLE 1 �\
11 12 ATTACHMENT TO BLOCK SUBSTRATE: � \,1• �Q
MAX ARM SPACING 1/4-20 X 2"S.S.
THIS DE1AR IS
NOTE: MAX BOLT THROUGH BAR V.FOR USE fwzf
SHUTTER 16Z-PANEL 3+PANELTHE A0.M5 MAY BE MOUNTED ON HEIGHT SHUTTERS SHUTTERS hRiVNUT OR MOLLY ARMS ONINTO 1/4-20 wn`H Y THE WALL ABOVE THE SILL LEVEL \ / / )ACK-NUT 17ALTO.1—MOPROVIDED THE ARM'S ANGLE TO / 21' 1 50" MIN EDGELOCA STATE THE HORIZONTAL DOES NOT / 36' S8 33 1/4"-20 S.S. DISTANCE/ 4e w" zs THRU-BOLT Oa EXCEED 30 DEGREES. BO" 40• 20" / 1/4"DIA.ALUM. 17 /3216' LOCK PIN - l/11'96' 24" 1Z• z
1. SEE GENERAL NOTES ON SHEET 1 G.I CONCRETE BY bl
6: z
NOTES: V B EDGE OF BLOCK,OR (L' v
FOR OPEN SHUTTER POSITION 16 �j ' 9K(NOT w W
DESIGN CRITERIA. p INCLUDING 0
FINISHES),TYP.
ARM SPACING TABLE 2 ANGLE MAY BE REMOVED 7
/ ATTACHMENT TO CONCRETE SUBSTRATE: WHEN SHUTTER IS IN is EMBED (1)5/16'0 ITW CARBON STEEL
OPEN POSITION d
MAX ARM SPACING 1/4"-20 THUMB SCREW TAPCON WITH'6.0 MIN
MAX WITH SLEEVE WASHER.UTILIZE 1�"EMBED
SHUTTER 0. 162-P�-PAKL TO BLOCK WITH 4"MIN EDGEHEIGHT SHUTDISTANCE OR 2Y.'MIN EMBED O
ALT ARM-TO-SHUTTER
TO
CONCRETE WITH 3YA"MDI U
TWO 1/4-20 BOLTS
// 21" 66 e4 2 CONNECTION DETAIL "A" sSnnaNGTAAB S"ONTAHIISS Lu
INTO T✓4 to Awn. //
0.1VNUTS OR BRASS // " �' �' N.T.S. VERT SECTION SHEET FOR SPACING OF ARMS. Lu
MOLLY JACK-NUTS // BRACKET NOTES 48" 56-
1.
6• 42• 4 _
1.MAY OPTION TO FASTEN BRACKET TO ANGLE �"
/ WITH ONE 1/4'-20 S.S.THRU-BOLT IN LIEU IS
iOF TO TIE SHUTTER FRAME.2.BRACKETMAYBE PLACED ON VERTICAL FRAME 42' 21" Ln 5 f
OR MULLION MEMBERS WITHIN 6"OF THE SHUTTER NOTES:
0
BASE EDGE. 1. SEE GENERAL NOTES ON SHEET 1 1/4-20 X 2"S.S. Z" O
17 FOR OPEN SHUTTER POSITION // BOLT THROUGH BAR Q 3 q g
MIN EDGE DESIGN CRITERIA. h INTO 1/4-20
1/4"-20 S.S. DISTANCE \ ��LOCATIO� // // RIVNUT OR MOLLY ALTERNATE O 3
THRU-BOLT h NUT OR / ` 17 N / ACK-NUT 17 LOCATION LL
1OCK/L ALUM. _� / IN EDGE
1/4"-20 S.S. DISTANCE
PIN
17 —— —— THRID-BOLT OR
4 i 1/1'DIA.ALUM.
G ' 17
LOCK PIN T a S ± E
9
+ ¢¢ 11eA
E < CO C E� }q(y( yq� EDGE RE BLOCK,OR 9 1
f� 16 I g o Ih� �IW 16 LTi rs CONCRETE BY
z ERS OT I d d 8 2f� /gI
FINISHES),TYP, rr o ti INCLUDING 9
FDOSHES),TYP.
'ARM SPACING
SEE'ARM SPACIW
ANGLE MAY BE REMOVED 1s / ._.A TABLE'ON THIS HS EEr 15 EMBED e R iii
WHEN SHUTTER IS IN (1)W16"0 TTW CARBON STEEL
OPEN POSITION EMBED FOR SPACING OF ARMS. ti TAPCON WITH 7/.-0 MIN +¢
1/4'-20 TMk16 SCREW 1/4 20 THUMB SCREW
WflN SLEEVE (1)5/16"0 ITW CARBON STEEL WITH SLEEVE WASHER UTILIZE 13'i EMBED
TAPCON WITH%"0 MIN TO BLOCK WITH 4"MIN EDGE o7rniaPF9NNLN9lwmoa
TABELF oN TNis SCI"HEEf TO
WASHER.
WITH 4"iMINEMBED EDGE ALT ARM-TO-SHUTTER p DISTANCE N2v�m"3 MIN 15-2373
s FOR SPAQNG OF ARMS. DISTANCE OR 2V4"MIN EMBED 3 CONNECTION DETAIL"B" EDGE DISTANCE.SEE"ARM -
F TO CONCRETE WITH 3%'MIN SPACING TABLES"ON THIS PAIR DESCN .
FACE MOUNT TO BLOCK/CONC SPACINGDISTANCE.SEE-ARM IS 4 N.T.S. VERT SECTION SHEET FOR SPACING OF ARMS.
1 OPEN SHUTTER SECTION HHEEEE FORSPAaNGo AF THIS
90
VERT SECTION
--------------------
L el"Mmm,P.E.
\1L
1/4-20%2"S.S. �, No
/ BOLT THROUGH BAR THIS DETAIL IS
8 INTO 1/4-20
VALID FOR USE 17 ALOG �+ o ev.*_
RIVNIlT OR D WITH END T
/ J/4' /� r `- W l'1
THE ARMS MAY BE MOUNTED ON / ]ACK-NUT ARMS ONLY MIN. / O \ O,�. t.
THE WALL ABOVE THE SILL LEVEL //V -/ 1/4"-20 S.S.THRU-BOLT OR
PROVIDED THE ARM'S ANGLE TO / G / 1/4'DIA.ALUM. 17 /SjI
THE HORIZONTAL DOES NOT / // L LOCK PDI WOOD HOST Q<W
EXCEED 30 DEGREES. STRUCTURE Z 2 w p
ARM SPACING TABLE 3 Y OTHERS, w 5 W =-
ATTACHMENT TO WOOD SUBSTRATE: TYP• 7Z
MARM SPACING 1B G W
AX r 0
MAX w"
d // SHUTTER 182-PANEL 3-PANEL 4• `
HEIGHT SHUTTERS SHUTTERS ANGLE MAY BE REMOVED I •
/ 24• 68• 94. WHEN SHUTTER IS P 15
18" SB• 82- OPEN POSITION a
/ 48' 88• 47• 1/4'-20 THUMB SCREW (2)f14•S.S.LAG BOLTS
80" N• A' WITH SIgVE 13'.TY►. WITH)4'0MDN WASHER WCw
72• 8B• S7• SPACING PENETRAWITH TION& MIN O m 5
IN
h4jrN- �' �' EDGE DISTANCE TO WOOD M
„• .B' 23• ALT ARM-TO-SHUTTER MEMBERS.11114-ELCO a' X
NOTES: 2 CONNECTION DETAIL "B" PANELMATES I%-MIN
LU ry
1. SEE GENERAL NOTES ON SHEET
TING 1/h20 BOLTS 1 THREAD PENETRATION AND
r LL 6 j
FOR oPEN SHUTTER POSITION / 5 6''1'-0' VERT SECTION -V MIN EDGE DISTANCE TO F'-ry _
INTO 1/4.20 ALUM. / DESIGN OUTERIA. / WOOD FRAMING MEMBERS. a Z
RNNUTS OR BRASS // BRACKET NOTES / / SEE•ARM SPACITIG-TABLE =G m z5
MOLLY JACK-IMS // // 1.MAV OPTION TO FASTEN BRACKET TO ANGLE // / THIS SHEET FOR ARM W i
WITH ONE 1/4"-20 S.S.THRU-BOLT IN LIEUSPACING.
1/4-20%2"S.S. a
OF TO THE SHUTTER FRAME. // z$
/ BOLTT 114-20 BAR Z
2.BRACKET MAY BE PLACED ON VERTICAL FRAME / ALTERNATE �ut
/ A INTO 1/4-20 17 Es ;
OR MULLION MEMBERS WITHIN 6'OF THE SHUTTER � LOCATION
/ RNNUTORMOLLY O W
17 BASE EDGE 17 ALTERNATE )ACK-NUT
ND'N• /0� \ O
a LOCATION
1/4•-20 S.S. 3/4• 1/4--20 S.S. 1%'MIN. LL
THRU-BOHOST B NUT OR MDI. THRU-BOLT OR
1/4'010.ALUM. r 1%•MIN 1/4•DIA.ALUM. 17 WOOD STRUCTURE
s // LOCK PDN ___ LOUT PIN _ !+
17 t WOOD HOST STRUCTINE ?j TW �,
BY OTHERS,TVP.
w 1i aP dddu 11e3
16 + 1
MIN.
/4. SEE"ARM SPACING [
/ ( - TIL• 8
MIN, TABLE'ON THIS SHEET 15 !
7yP, FOR SPACING OF ARMS
ANGLE MAY BE REMOVED 1S
WHEN SHgR IS IN 1/4•-20 THUMB SCREW (2)i14•S.S.LAG BOLTS 9 v y
OPEN POSITION (2)i14-S.S.LAG BOLTS WITH%-0 MIN WITH SINE 1�•TYP. WITH I%'MIN WASHER
VC-20 THUMB SULEW WASHER WITH I'•MIN THREAD SPS WITH 1'.1•MW THREAD p" LeeHNnoPa
WITH SLEEVE 1%'MTN PENETRATION B%"MIN EDGE DISTANCE ED(�ISTANU:TO WOOD 15-2373
—ARMS
SPACING SPACING TO WOOD MEMBERS OR u4•ELCO ALT ARM-TO-SHUTTER MEMBERS OR 1/4'Etm
5
TABLE"ONTHIS SHEEP PANELMATES1%•MNTHREAD 3 CONNECTION DETAIL "B" PANELMATES1%-MIN
f'
FOR SPACING OF ARMS. PENETRATION AND% MIN EDGE THREAD PENETRATION AND
FACE MOUNT TO WOOD DISTANCE TO WOOD FRAMING MEMBERS. 5 6 .1'-0- VERTSECTION %•MIN EDGE DISTANCE TO
SEE"ARM SPACING'TABLE THIS SHEET WOOD FRAMING MEMBERS.
! 1 OPEN SHUTTER SECTION FOR ARM SPACING. SEE'ARM SPACING'TASLETHIS 9®
S rj 6".1'-0' VERT SECTION SPACING.ET FOR ARM /—,�
ANR L MiNM11D0,P.E.
BLOCK
GE
® STORM BARS ARMS NOT SHOWN FOR CLARITY
(3 6.4 PANEL SHUTTERS SIMILAR)
SHUTTER WIDTH I I I I `C•'
NoP
I I =*?
1 4A 4B 4C 4D 6 7 B I Z o
3 1 f
FFS
1"MIN. I'MIN. IIno
0
__- 1 1 'It V, i
__-- ~ n i
_ _ __ -_ 5 I Z z'�
CONCRETE/BLOCK OPENING WOOD FRAMED OPENING O W N 9 W
FACE MOUNT i I ,A 4B WW
1 TYP HORIZ SECTION 1.
6'-1'-0' HORIZ SECTION ,Q
CI
BLOCK EDGE K 4D
NO.B S/STL SMS STORM BAR B ARMS NOT SHOWN FOR CLARITY
OR 3/16'RNET. (3 h 4 PANEL SHUTTERS 51MILAR)
1 AT EA.END B 1/4•STL BOLT&WING CL
AT MIDDLE OF SPAN NUT' PER BAR CLIP) O
TO HOLD TUBE TO MIN.IX1.SXO.062 ALUM.TUBE
FRAME OR MAX.2X3X0.125 ALUM TUBE 5 3 V
AROUND OPENING AS REQ'D
TO OBTAIN REVD GLASS M b 4C b M A W G
SEPARATION DISTANCE
$c i
2 3 2
1'MIN. I•MIN. 6 7 6
's coNCRETE/eLoac OPENING woo0 FRAMED aPEim�G CONNECTION DETAIL: 0 e
1 BUILDOUT MOUNT 1 X51 STORM BAR TO FRAME O s
z TYP HORIZ SECTION e 6 _1'-0' VERT SECTION
LL.
6
6"-V-0• HORIZ SECTION ap gp
(4)3/16'ALUMINUM POP RIVETS
LOCATED ON THE INTERIOR SIDE
OF THE MULLION
(TYP.EA.END ___
OF MULLION) G
3 I IIII II 1 ddig
I III II IIII I I IIII II I # t�
I II II IIII I I IIII II I W ■ s
i JI—J1 Ll
2 2NO.BX 11/4•
2 NN0RPAYBLliY100 PE
S.S.SMS PER
CORNER INTO SCREW 15-2373
BOSSES. , -
F �AY�01K7Q/fION�
LUT OUT(lDAND PROJECT 20— lO GUT OUT10AND PROJECT DINT0lO
3 MULLION END ASSEMBLY a FRAME CORNER ASSEMBLY
6B//NRDO,I.E.
ANCHORS:'A',"S",'C,•F','G', ..
•H" "I•"r OR"K' EDGE OF BLOCK/CONC. MIN EDGE EDGE OF SLOCK/CONC. MIN EDGE (2)1144-
EDGE OF BLOCK/CONC. MIN EDGE , ,
OR WGOD FRAMING DISTANCE DISTANCE DISTANCE BOLT
(SEN ANCHOR SCHEDULE ON OR WOOD FRAMING (NOT FINISHES) 'gtp;'
(NOT FINISHES) SHEET 2) (NOT FINISHES) NUT 0I ING NO E
A A NUT -_�: _
6 7 6 6 7 B 6 7 6
2' 3' A Z w Pi'
O W, -
3/4'MIN. El 0
(BOLT WRH
NUT OR WING <
N
l z
m aYYl
9 9 W 0VIM"
9�AtiZ�
$
10 9 cw
10
w ..
El-
(2)
WITH 9 -
SHUTTE NUT OR WING 1/1' SHUTTE 3/1"MIN 5HVTIFR 1/2" A
NUT SHEATHING 3/4'MSN A 3/2_ A
5/16'DIA.HOLES 1" OR FINISH 5/16'DIA.HOLES 5/16"DIA.HOLES 2 1/1' 11/2'
2" A1 1/2"AT WOOD —6.— n.
z TYP SECTION "A-A" 1 u1•ATBLOCK/CDNCR. 4" w
STORM BAR END 7 4"-1'-o vERTSEC710NSTORM BAR END STORM BAR END u
1 CONNECTION "A" 3 CONNECTION "C" a CONNECTION "D" �
7 1•-1'-0' EXTER ELEV 7 4'-1'-0' EXTER ELEV 7 4"-1'-0" EXTER ELEV W S^ a
S
ug
x�
N
EDGE OF BLOCK/CONC. MIN EDGE EDGE OF 6LOIX/OONC. MIN EDGE = s(
OR WOOD FRAMING DISTANCE ANCHORS:"H',T,'1'OR•K• OR WOOD FRAMING DISTANCE Z O
(NOT FINISHES) B (SEE ANCHOR SCHEDULE ON SHEET 2) (NOT FINISHES) E 1-4 a 33 ii a
N N
6 7 B 6 7 8 ANCFpRs:'A•oR'r 0 S
2' 10 6 7 8 (SEE ANCHOR CHEDULE ON SHIT 2) (L
3/4•MIN. 6 7
j3/4MI'.. 1/2"9 _ 2dd93/4•MDI to(BOLTWITH3U (2)1/4•STEELSH NUT OR WING SH BOLT 1YIT1 NUT°R WING NUTNUTSHEATHING (2)1/15/16'OUL.HOLES 4• OR FINISH 5/16'DIA.MOLES 1 BOLT WITH i e
1 1 1/2"AT WOOD 2" E NUT OR IVIMGMIMI
21/2"AT BIOCWCONCR. SHEATHING cyntgrtNwNLlMa06FE
B STORM BAR END ORFINISH 15-2373
s TYP SECTION "B-B" 7 CONNECTION "E" s-"\TYP SECTION "E-E"
.,�.®
STORM BAR END 7 +'-7-0' VERT SECTION 7 q'-1'-0" EXTER ELEV 7 ."-1'-0" VERT SECTION
s CONNECTION "B"
s 7 4--1'-0' EXTER ELEV �)
Q
2.010• 6.072" HUNK 65i7NARDO•P.E.
2.000" 2.000" 3•�•y-�-.Iyy 3.500-
}-1.248^ 4�, 0.474 � 0.670• LS"0.060 .930' O.Q6o• 0.670•125 45• 2t.5• $�O MUWONSIDE STILE 6063-T6 ALUMINUM 2•S� A DOUBLE BLADE SECTION 4B SINGLE BLADE SECTION6063-T6 ALUMINU 6063-TS ALUMINUM 6063-TS ALUMINUM 4 TOP BLADE �` u�6063.75 ALUM `00.313• 3.000"z, rr
BAN, 0.532" 4.oao 'i/ JA 4
c� elr
0.125owoe• o sir s.00Q•
us
o. �9
m L 0.408• o.93z•
0.950• W
-}0.31Y Q.1 _ M ce U
• o.lss w w
4D BOTTOM BLADE SECTION O STORM BAR CUP O 3"STORM BAR
4"STORM BAR
1/4'THK.6063-T6 ALUMINUM 6005-TS ALUMINUM7
•1
6063-TS ALUMINUM OR 1/8"THK.A36 STL. 6005-TS ALUMINUM O 5"STORM BAR
4 6005-TS ALUMINUM a
1.%2' 1.750' -� 2.523" 1.739'--•� 0 re
2.%2• I a
LENGTH.ENTIRE
O G
1.400• 0,218' EO.lee' O.1B6• WIDTH GP SMftTER Vr_ a4-7
0.624 0.062' �^ THSLEG AT WALLw0.594 0.1 4.063' A �HINGELENGTH.2•,4"OR 6' L- 1- . V
Og STORPI BAR RECEIVER PLATE O.leB0.796" I.S MAI.
6063-T6 AILMAIUM to O BASE ANGLE
O -T6 AWMIR N�UMC 11 FEMALE HINGE 13 6063-TS ALUMINUMS
Ap 0.05. 6063-Ts ALUMINUM $
G 0.049' 0.049" H c; o
a MATERIAL LIST D 7SQ 3'0°° (( 1i �
NO. DESCRIPTION NOTES t^ THS LEG A7 WILL �ED
7/B' BE LL1 SIDE STILE2 TOP B BOTTOM RAIL 16.3 MULLION � -� tS•�• 6063-T6 ALUMINU � 0,
4A DOUBLE BLADE SECTION MAIN BLADE SECTION 3/8"DIA.HOLES
46 SINGLE BLADE SECTION USED AS FILLER WHEN REWIRED l4 OPTIONAL BASE ANGLE FOR WALL ANCHORS Q °a
4C TOP SHUTTER BLADE 6063-TS AWMINUM NOTE;ALL DETAILS ARE �` ¢•I9
4D BORON SHUTTER BLADE DRAWN TO 1/2 FULL ®� 19
^ 5 STORM BAR QIP SECURES STORM BAR TO SHUTTER PANEL FRAMES 2.375' }1.000' SIZOTE LAMES NOTED E
a6 OTHE0.Wi5E.
6 3•STORM BAR e q
O.OeO• La ��f7 4.5TORM BAR � �
8 S•STORM BAR 0.250 DIA.
9 STORM BAR RECEIVER PLATE GRASS THE STORM BAR EMD CONNECTOR a� -- -- �je
1D STORM BAR RECEIVER DTvgpKRtgK�BNy�➢OFE
11 FEMALE HDIGE 17 SUPPORT BRACKET - 15-2373
12 MALE HINGE 6063-T6 ALUMINUM
13 CONTINUOUS BASE ANGLE SHUTTER LEG LENGTH VARIES W/SHUTTER WALL OFFSET •Aft DtlKaRWN'
14 OPRONAL BASE ANGLE PLACED AT MULLION•SIDE FRAME ENDS
15 OUTER ARM POSITION PER DETAILS B SPACING TABLE 90
L. INNER ARM POSITION PER DETAILS S SPACING TABLE
5 17 SHUTTER ARM SUPPORT eRAaKEr ARM TO SHUTTER B WALL 0
TBAMK L°ENURDO,P.E.
9
r CENTERLINE r CENTERLINE r CENTERLINE r CENTERLINE r CENTERLINE
1 Of SUPPORT COF SUPPORT {OF SUPPORT 1 OF SUPPORT +OF SUPPORT`����
--SHUTTER WIDTH BAR SPAN BAR SPAN
/•�T
No
Pin
-
-
.... u _ — I� Qw6�
lag
V.
OEMV.
o,OJ I
W U3rL ��
.• x
LAKE
_
— _--_---__ �D •� � �p .y
— — — -
IE
1 NO BARS — = — m — - Ov
9 1/2--1'-0- EXTER ELEV
(y (SINGLE SPAN SHUTTER) _—. ..__ ._. __ ___- G
36 r CENTERLINE CENTERLINE `
1 OF SUPPORT (OF SUPPORT z ONE BAR 3 TWO BARS = M
4
BAR SPAN 9 1/2--1'-0' EXTER ELEV 9 1/2'.1'-0" EXTER ELEV (n u� ya 4
(TWO SPAN SHUTTER) (THREE SPAN SHUTTER) I^ R j
a �r ALLOWABLE PRESSURE TABLES
—_— — -- _ FOR SINGLE SPAN SHUTTERS aL
NO BARS) _
SHUTTER PRESSURE
HEIGHT (PSF)._-.
NEG ' A
Iaad,�da-i°�j'
59.S'aLESS 6S.0 65.0 dd��
_ 6
-_-__--- _ -- -- 60• 65.0 65.0
Cq rru
62' 62.0 62.0
- — — 64- 56.2 56.2 d ►.
III 66• 54.7 56.7 HIM
� e
-- 66' 51.6 51.6 CWMGWR LMWMFE
...--__..._.._ ...
-Z:.777 70• 47.9 46.7 15-2373
72• 42.6 46.0 PADe Dest�I�rTON�
1
74• 36.4 as _
_ a THREE BARS 76• 34.5 40.0 �®
S 1/2'-1'-0' EXTER ELEV NOTE:SEE INSTRUCTIONS ON THE FOLLOWING SHEET 0
c 9 (FOUR SPAN SHUTTER) FOR USE OF ALL LOAD TABLES.
STORM BAR ALLOWABLE BAR SPAN
\\111 1 NR L 9ENN4AD0,P.E.
ALLOVBABLE HEIGHT OR 3^BM 4"BAR SBM ..^/ I
PRESSURE BAR SPACING CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE o� N ,yam
(PSF) ON "A^Oft"e' "C' ^D^ 'E^ "A"OR"B^ ^C^ "D^ "E" w OR g 'C' "D' 'E" LJEO
24 114A ,20.0 120.0 120.0 111.4 124.0 124.0 1240 114.4 121.0 124.0 124.0 4C CNo PE 549
s0 93.9 112.3 112.3 112.3 93.9 124.0 124.0 124.0 03.9 124.0 124.0 124.0 -
+/.30 36 80.3 106.4 106.4 106.4 80.3 124.0 124.0 124.0 00.3 124.0 124.0 124.0
4270.5 101.e 101.6 101.6 70.5 124.0 1240 124.0 70.5 124.0 124.0 124.0
45 63.2 977 97.7 97.7 63.2 114.4 1
21.9 121.9 63.2 114.4 124.0 124.0 ��p BTATE
I/4'ALUM.RIVNUTS t 6 Y
21 90.8 111.6 111.8 111.6 90.6 121.0 121.0 124.0 99.6 121.0 124.0 121.0 OR BRASS)ACKNUTS �F.'•.,�'C ORI �JN
30 62.2 1072 1072 1072 62.2 124.0 124.0 124.0 112.2 124.0 124.0 124.0 ♦ S
WITH 1//"S.S.BOLTS /7 tS� 0.
+A 35 36 70.5 101.6 101.6 101.4 70.5 124.0 124.0 124.0 70.5 124.0 124.0 124.0 , ONA 0 L.
(2 PER ANGLE). 1/4'ALUM.R11N91►7 1 ul j U 4 9 6
42 622 97.1 97.1 9T.1 623 112.3 121.2 1212 82.2 112.3 124.0 124.0 111
OR BRASS JACKNUTS Q
b 55.9 93.1 93.4 95.4 56.9 98.6 116.1 116.1 54.9 "A 124.0 124.0 PLACE 1 QIP AT EACH CORNER � <W ygggl m i t�
24 $5.8 110.1 110.1 110.1 "A ,21.0 1214.0 124.0 68.11 124.0 1x1.0 724.0 A MULLION LOCATION (2Wt�i/11NGLE)BOLTS 7� QN pm
30 73.4 103.1 103.1 10.1.1 73.4 124.0 124.0 124.0 73.4 124.0 124.0 124.0 W n 9^ 2
+/-40 3e 0.11 STY 97.7 97.7 63.2 ,11.1 121.9 121.9 63.2 114.4 124.0 124.0V
42 54.9 93.4 99.1 93.4 55.9 99.8 116.4 1,6.1 S5.0 90.6 124.0 124.0 y W i w
4e 50.1 ee.e 69.9 69.9 60.! same 111.9 111.9 50.1 68.0 124.0 124.0 MIN EDGE ---- �w r,
.;i 24 80.3 106.4 ,00.1 108A 80.3 124.0 124.0 12.40 80.3 124.0 124.0 121.0 DISTANCE
30 66.6 99.6 90.8 99.6 66.6 121.2 124.0 124.0 66.0 121.2 124.0 124.0
0-15 36 57.5 94.4 94.1 04.1 57.5 103.0 117.7 117.7 57.5 103.0 124.0 124.0
42 5,.0 9D.0 90.3 90.3 51.0 90.0 112.4 112.1 51.0 90.0 124.0 124.0 _
48 46.1 60.1 86.9 86.9 46.1 80.3 106.0 106.0 46.1 60.3 114.4 124.0 d
24 7314 103.1 103.1 103.1 73.4 124.0 124.0 1240 7314 ,24.0 124.0 124.0
30 61.2 96.8 96.6 96.6 61.2 110.3 120.4 120.1 81.2 710.3 124.0 124.0 O <
-/-50 36 S3.0 91.6 91.6 91.6 53.o 93.9 111.1 114.1 53.0 93.0 124.0 124.0 ^' U rl1
42 47.1 621 87.6 87.6 47.1 022 108.9 104.9 47.1 822 117.3 /24.0 L N
48 42.7 7314 64.3 64.3 42.7 73.4 1041 10417 42.T 7314 104.2 119.3 (1)ANCHORS PER 7
I 7^� w E 10 wn w
§ 24 87.9 1040.3 10043 10004 679 123.7 ,24.04 124.0 679 123.7 121.0 124.0 SHALL e }CLI ANCHORSI-" s- W
3X ANCHOR
30 58.7 03.9 93.9 93.9 SILT loiA ,17.1 117.1 56.7 101A 124.0 124.0 14
TYPg"H".'T,"J" NOTE:WHEN CLIPS ARE ATTACHED TO j
+/-55 38 49.2 86.5 604.1 89.1 49.2 86.5 110.0 110.9 492 86.5 123.7 124.0 OR-I PER WOOD,THE WOOD MEMBER SMALL BE �
42 43.9 75.8 55.2 65.2 43.9 75.6 105.9 105.9 43.0 75.8 107.8 123.4 ANCHOR A CONTINUOUS WOOD FRAMING SILL rg�
48 39.9 67.9 82.0 82.0 39.9 67.9 95.8 ,01.8 39.9 67.9 95.8 108.5 SCHEDULE. MEMBER. =Z m C z
24 632 97.7 97.7 87.7 63.2 111.1 121.9 121.9 63.2 111.4 124.0 124.0 i Y
30 S30 01.6 91.0 9,.6 53.0 93.9 114.4 114.1 53.0 93.9 124.0 124.0 uE g t SS
+/_eo >s 45.1 60.3 66.9 .96.11 16.1 60.3 1046.0 106.0 46.1 60.3 114.4 ,240 1 OPTIONAL BASE CLIP Z r. ® 550
4z 41.3 70.5 63.1 63A 41.] 70.5 99.6 10.2 41.3 70.3 99.6 1141 4"-1'-0" VERT SECT/EKTER ELEV ; 0 E g
48 376 63.2 80.0 80.0 37.6 03.2 88.8 99.3 ate 63.2 S6.6 /01.4 10 0
24 $9.3 95.5 95.5 95.5 50.3 1011.5 119.0 1,e.0 59.3 106.5 124.0 124.0 J
30 49.11 87.6 89.5 89.5 49.8 87.6 111.4 111.4 49.8 676 12,.0 124.0 O
H-65 36 43.5 75.0 649 94.9 43.5 T5.0 105.5 105.5 43.5 75.0 105.5 1220 LL.
42 39.0 65.0 81.3 B1.3 39.0 66.0 93.0 100.8 39.0 66.0 93.0 106.3
48 35.6 56.3 78.3 76.3 35.6 69.3 S29 94.6 35.6 S9.3 629 94.5
24 66.9 93.4 113.4 BZ! 65.9 99.8 1ISA 116.4 M41.370.5
S 124.0 124.0
so 47.1 SZ2
17.3 1 124.0
+F JO 04 t1.] 70.5 63.1 831 11.3F700.5 9B.S 1032 6 199.8 1113 S S37.1 822 79.6 79.5 37., 87.2 96.7 87.2 99.633.0 55.9 76.6 76.6 33.9 77.8 86.6 9 77.6 68.024 63.0 91.6 91.8 01.8 S30 111.1 114.1 .0 124.0 124.030 44.8 77.5 85.9 64.9 44.8 108.7 WSJ 5 110.3 124.0
+1-75 30 39.3 60.6 81.5 81.5 39.3 93.9 101.1 0 93.9 107.3
42 35A 58.8 76.0 7s.0 3514 62.2 93.7 .8 S22 93.748 32.5 SAO 73A 75.2 32.6 73A 83.5 .0 73.4 03.5 � 3�
24 50.4 86.6 89.9 611.9 50.4 86.3 111.9 111.9 5014 08.8 124.0 124.0
s0 4x.7 73.1 84.9 84.3 427 73.4 1012 104.7 42.7 73.4 104.2 119.3
y N•00 36 37.6 63.2 60.0 60.0 37.6 6]2 S6A 90.3 37A 63.2 88.8 1014
u 33.9 66.11 76.6 76.6 33.9 11.9.6 77.0 86.6 33.9 55.9 17.6 Be LVPI1f4R f6wcLYEWpOPE
404 31.2 50.4 69.6 73.8 31.2 50.4 69.6 79.0 31.2 5014 00.6 79.0 15-2373
LOAD TABLE INSTRUCTIONS:
1. DETERMINE THE RR EWpE-D DESIGN PRESSURE AND SHUTTER HEIGHT OR BAR SPACING. PAY p97CR]R10N,
2. IF THE SHUTTER HEIGHT 15 76 O0.LE55,GO TO THE'ALLOWABLE PRESSURE TABLE FOR SINGLE SPAN SHUTTERS'(PREVIOUS SNEET) IF THE
REWI 4. � ARE R TO R TO 7 ANS EdUA gidh PRESSURE IN TAOUANOC ESE NN THE TABLE,NO STORM TIRE DESIRED BAR SPACING. IS REQUIRED. IF NOT,STORM
BAR(5)ARE REQUIRED.
CO7NNECT�IBOANRSA Np77�I�F75T{THAp7IFBBBpAEAN �MAE THE
UBARNANORCONN��OON ISETWOHOIL�ARGE Po0.YOURELDCING,I�DABAMR Ii PREPFA77ElTHAT HESE INSTRUTHAT
CTIONS. �®
7. NOALL EpRE UIIES ARSE FOR BpTML�E2 Ei NEGATIVE AND A�RERPSF AR TRIBUTARY WIDTH MAY NOT EJ(CEED 49. O
8. REF.SHEET 7 FUR CONNECTION TYPES k DETAILS.