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FL# FL13757- RECEIVED
Application Type Revision
Code Version 2017 2�1p
Application Status Approved FEB UU
ST, Lucie County, Permitting
Comments
Archived
Pq � s
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309 f 1 I
(954)493-8551 ) l J
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale,FL 33309
(954) 970-9999
tomj@tc-alum.com
® Quality Assurance Representative
VAddress/Phone/Email
Uj Category Shutters
Subcategory Accordion
ftftfti 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 the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R6 COI Indeol.pdf
FL13757 R6 COI Indeo2.pdf
FL13757 R6 COI Indeo3.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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12/26/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Eauiv Eauivl.pdf
FL13757 R6 Eauiv Eauiv2.Ddf
FL13757 R6 Eauiv Equiv3.Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/09/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/22/2017
Date Approved 10/10/2017
Summary of Products
FL# Model, Number or Name Description
13757.1 6.8 Accordion Shutter .Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 II Dwal.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.odf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.Ddf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13757 R6 II Dwa3.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf
anchorage,etc. Created by Independent Third Party: Yes
0
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::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
mail to this entity.Instead,contact the office by phone or by traditional mail.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 dick here.
Product Approval Accepts:
Credit Card
Safe
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ENGINEERING EXPRESS
P ® EaR .T. ®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS® EXPERT
PRODUCT EVALUATION REPORT
August 4, 2017
Application Number: FL13757.1-R6
EX Project Number: 15-2338
Product Manufacturer: Town&Country Industries
Manufacturer Address: 400 West McNab Road
Ft. Lauderdale, FL 33309
Product Name&Description: 6.8 Accordion Shutter
Large Missile Impact Resistant Accordion Shutter
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 69G20-
3 fl05, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition
(2017)and is,for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
EX drawing#15-2338 titled "6.8 Accordion Shutter", sheets 1-13, prepared by Engineering Express,
signed &sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
* TEST REPORTS
Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202
test standards per test report(s)#0353-1102-07(signed and sealed by Vinu J. Abraham, PE)by Hurricane
Test Laboratory LLC(HTL) and test report#98-016(signed by George Dotzler)by Construction Testing
Corporation (CTC).
Large missile impact resistance and cyclic loading performance have been tested in accordance with
ASTM E1886-05&E1996-05 and TAS 201 &203 test standards per test report(s)#0353-1102-07, #0353-
0512-09 (signed and sealed by Vinu J.Abraham, PE) by Hurricane Test Laboratory LLC(HTL)and test
report#03-024(signed and sealed by Yamil G. Kuri, PE)by Construction TesNhg'Cpr,Woration(CTC).
i
• STRUCTURAL ENGINEERING CALCULATIONS51 4391 Valid for
Structural engineering calculations have been prepared which Pages 1 thrtL 2
evaluate the product based on comparative and/or rational —
analysis to qualify the following design criteria: _ ASG 0
1. Maximum Allowable Spans =
2. Maximum Allowable Design Pressures
3. Minimum Glass Separation = rank rAfardo;*
064684 `. 9885
160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACYH ,RAS 3442
PHONE: (954) 354-0660 - FAX: (954) 3-,4-6443
ENGINEERING EX PRESS.COM
VY RO.iEci]S]>t ae n[copDgN]NUTTER-Fsn-uFWTE FL,3i]I.I FDR-FLOWD OC C-AC-
WaiFRC UVDATflS rJee-FVN-FL]Sr iLCc
ENGINEERING _ August 4, 2017
EXPRESSr
Town&Country Industries—6.8 Accordion Shutter Page 2 of 2
4. Anchor Spacing
5. Anchor Capacity
No 33% increase in allowable stress has been used in the design of this product.
Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter
is provided with this evaluation report for equivalency to ASTM E 1996-09.
Impact Resistance:
Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,
and is accounted for in the engineering design of this product.
Wind Load Resistance
This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product
Evaluation Document(i.e. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document(i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering
drawing)as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this products respective anchor schedule shall be designed for on a site-specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ).
160 SW LITH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (9S4) 354-0443
ENGINEERINGEXPRESS.COM
vwao.Eca„�mu.ccoxna«anurren.eu.wwre F11-1 I FOR m,1 rzcwow a cmornaFcruvwo17 rec uvo.Te,smeEv irtars me
6.8 ACCORDION SHUTTER FRAK L BENNARDO,AE.
,,ILL -
FOR USE WITHIN AND OUTSIDE THE HVHZ ``�K'��EN ¢p
�'• s
TABLE t TABLE 2 `/') TABLE 4 _ N°PE 6 O
ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ]// TABLE 3 ALLOWABLE SPAN SCHEDULE _� * �n
FOR USE WTTHIN THE HVHZ FOR USE WITHIN THE HVHZ (Y ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY _AJ L�: o _
NVHz HVRz SCHEDULE ST Z
MINIMUM SEPARATKN A W
P1)BRTIE PnsfrVE WIND Hyla FROM OLASS NON-HVHZ uWIMW SEPAMTION A, SOF „M rf O
13= WIND LOWITHAD LOAD WrtHy NEGATIVE POSITIVE POSITIVE FROM GLASS s••.ORIDA U LL Nv,e
LNWTE C@!f 117�►NTFS WI ALL
PDESIGN RESSURE 5I TIER POSITIVE AND DESIGN 8NU1T6t NSTALUTIONS INSTALIATKNIS //O11/•...••• �N p
INSTALLATIONS wSTAL1ATRNJS
LOAD(PSF) O O MOUNTING (p$F) S30 ABOVE >30'ABOVE DED PRESSURE SPAN ///11111;lEj1 , 1U
NEGATIVE WIND S 30'ABOVE >30'ABOVE 3
ORO i O CMOUNTING GRADE GRADE LOAD LOAD ALL (PSE GRADE GRADE I�I1 <Q W c D
OR]3 i>. (�) (IN.) MOUNTING I (N.) (N.) 'U71 ! _
T38 15r O1E8'O 138- 29.3 IfIr 6.r 3.6' (PSM CONDITIONS- - or a1' 1.11 ZK @n O a
Zan IW 15r 160• aD" ar 1.1" ou 130" 30 a at' 1A• WW u�W
80.0 14r 16r for 30 or ar 1 6,0 r 8 166•
38.0 t
1
I4T for tm• a 10• r oon /4• lar 6i' ar
4.0 13r 14r lor
,ar ar 3r 880 14r or at• 1.1'
Oen 73r 141* ffee WO W
or 3r 1.1• 70.0Isr er a1• 1r
a" 12r lar lir 3D' Ir 78A 1aT 14' 11• tr
ou 1a 13r for 40 tOr SD' 15' 80.01a 4 to S,• 22•
gV 601 124• 131• ,4• 1a ar 37 ou ,a 13T air ar �
a" 121• 12r 143' 13r 5'r 2r NA 121' ler ar 4r
S 70.0 11r 126• 13r 14' 6'r 3r SSA 11r or ar 1.I.
Tu 1/r to 13r ar 10• 7.1• 100.0 1,6• W 31• ,.r N t
00.0 11r 122" to w ar 1.r t06A 112' so for a1' 2r W{�
113• fa ,a 60 for Sr 20' ,ton 11r 12r ai• 2r
0.0 112• 11r 121• 1a 3r 2.5- _ 116.0 for tar I ar S1•
Sen 11r ttr Iw 13r ar 35" 12" for /a 6r br
100.0 for 11r 11r or ar tr 126.0 lo3•
or S1' 1.1• o
IND for lir 11r 9r 3" tr 130.0 101• or 17' 1r Z' �
0.0 -
} 11for 110• 11r OD for 3r 22" - 136.0 or 80 for al• 21• _m
p 116A for for for 1 131" Sr 35" 140.0 a 12V S11 2.T
b 120a Iw ,06• toe• or 3A' Ir ,4n or 'Mr 68' er - E
1126.0 - I= 04
70 • Sr 15• ,. 150.0 or or a1• 1.1• �
a 130A 101• or ar 2r INA W* M' S1• 1r E
136.0 - or 1a Sr Sirio0.0 or 70 a aP tr
140.0 or or ar lr IND 01• la 11• 3r m
146D - or 90 w 3.r 1.r 170.0 7r 18r 6r 4r
150.0 or or 9r 2r 176A 71r or 11'
155.0 w11r 3.S 3a• 100.0 7t w 11• 1r
100.0 or or Sr 1.3• 186.0 a 7r o0 w SI• 22
IND 01' 04• aft, 1r 180.0 7r , ar 3r --
170A 70' .. 110 a 10, 2r IND or 121' sr ar
176.0 7r 11r 3.r ar 200.0 6r or a1• 1S
180.0 74' or Sr 18 ++FOR BUILDOUT MOUNT MAXIMUM 110 S1• tr =
106.0 7r 120 t4' ar t.r or a1• 2rp
100.0 7r 106" 3.1' 3.1' SPANS AND PRESSURES,SEE t1r Sr ar
TABLE C ON SHEET 6/13 888 a Lf
,oi0 ar or a,'
200.0 6r •'FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 20 04• SI•
TABLE C ON SHEET 6/13 1r C ¢ EE11
or ST 2r
10r 11' 3.0'
TABLE 1 AND 2 NOTES:
R 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD TABLE 3 AND 4 NOTES: ■{ @
COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN
MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. It `
2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN O 711 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN QQQ y !
SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN ji
%
PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. aj 11[[
3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. e
OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR 071g0RHWKLR3M1A0r1:
IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WINO ZONES 1 THROUGH 4 OUTSIDE OF
BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - -- THE HVHZ AND Ol1TSIDE OF ESSENTIAL FACILITIES, 15-2338
THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND iC4tt4
AS NOTED IN TABLE 1 ARE THE DIRECTION TOWARDS THE
OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:TT
MOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN Pte.-OSets>n1oN.
!1 IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM
WITH THE BACK OF THE SLAT FACING OUTWARD.
PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT
PERMITTED.FOR SPANS BETWEEN THOSE INDICATEDD ABOVE,
4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS NOT HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 13 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE
BE USED. USED. Cd
� i
1�LlMEECD P.E.
�(�••.• UCEN - y 7
_v
n
�.(\•'. STATE OF .'• O s
F•• 0 3 v
i�' O AL E G��.. u) W.
GENERAL NOTES: /i N N .� w� u LL a
////1111111 t\\\ W In '^
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING W °w= °L
CODE SIXTH EDITION((2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE VARIES - NO LIMIT zc >a�z W
ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE
(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Z^ i 0 i d
ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW w*A
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK u3i rW
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA w
BUILDING CODE SHALL BE LESS THAN OR EQUAL 455EM8LYH4ES�HOWNE OR NEGATIVE DESIGN PRESSURE o W
CAPACITY VALUES LISTED HEREIN FOR ANY AS 1
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M F
ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z w J -
s CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN ^n
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ¢PO
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 1a- VIEW
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE LL
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR as $
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 Li
D
SHALL BE USED.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. =W
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 1n_j O„�-
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME QF m s
v PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. c� E
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Li = 3 g
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR L.1
o
VERIFIES THAT THESTRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM h $
THE STRUCTURAL SUBSTRATES
S DETAILED HEREIN. �
R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING w
b OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND $'
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK
DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRAkfiNG HIS/HER APPROVAL. l l
12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM
INFORMATION: -
TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM S E
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS
TAS 201 202&203
FLORIDA PRODUCE APPROVAL NUMBER a
13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION a
K.S.I.
14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION
Y MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 f
ALUM.ALLOY. N.T.S. )
15. ALL SHUTTERS SHALL HAVE A LACKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. e i
16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. ; 1
17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. •y�
18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10".
y 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. �gP
20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 6
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE �ppYNiR PAVKL61Y O0 PE
ABOVE-NOTED BUILDING CODE
22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338
REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE
BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN '
PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND
NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK
----7713
. \tt1t 111111/I/�� jjMjm(165{9 NARW,P.E.
2 874" PROJECTION VARIES 3.610' 1994" ;`�`r1�4•' ! -
115" 4.874' MAX. 2 782" 1.907'
068" .997" 1.825" 1.9
1.825" o .125" 1825" ,ml
1825" 1706' 143" 11 143" 100' 1' 0 K0046549 loo. 1.708" 100" v1 100' 1 708' 100' 068143 .099' 'gs l 195" .196" NL 3''�'t 195" 143' 14 " 'CO,N
195" m 4) NN p
a N N N� 62' N OTO�E1)•" + Ww^npn
n U
r N � i
.062' _ 062' t
95 62' .. "'
zoo 1.069' E tN ,
630', 20 1.510' .6 2 .630' 062" t 0 062" 62" 200 062" 30" 62' 200" �--! ^ .588' 630' 1S1�AY111 It t z <m 608 630 t250" 97t"1.69' 971" .971" 095' 1 095' 2.728'12 0" 1 0" 1.250" 1.200" 971" .030' 2.748' ZX -n O W
5.745"M X 5.745'"MAX 3610" WW o^W--Oi
Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL 3n w W
SCALE HALF SIZ SCALE HALF SIZE •3 SCALE HALF SIZE SCALE HALF SIZE SCALE HALF 512E SCALE HALF SIZE (If1 W v
WHERE SHOWN SCREW BOSSES (Sc FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS
2.655'
2 655" 7 1001, 1.825' .875' 2.195' 1.230'
1.825" 2.195"
1583'. 2.655' 2.365' rc�'s
y+ 5880 - .510' .460'
c 600 510" N II .085' ha
in is �F.O(Zin
101 i L00w m 1
R3' r .,1no3,cn 25O80"30R . 054,"105
2q7•"•HO . .
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.895'
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v -N^m _tI @@@ppLrL�_ayy■�Yf
ON
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RaglcE6
�Ed�
.621' I.105VN 060'
.105' TYP
8
ios 1 230" 1.0691
875"1 TYP 3635
2300' 4.510"1;, 250" 4.510' 4.510'
SILL SILL ADAPTER . EXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR
SCALE HALF SIZE EXTENDED SILL SCALE HALF SIZE SCALE HALF SIZE zSCALE HALF SIZE
SCALE HALF SIZE SCALE HALF SIZE
4.603 30 225' D--"
354
4.140" 32
06 1 3.963'
f�(iE=is•
y
l
2"0 1.570' SIO' o
1625" 0 ' .341 m
3.41TY i'
133' 0.080.117.0'� 060'
TYP. 6.8 SLAT/BLADE 6.8 STARTER .09
SCALE HALF SIZE SCALE HALF SIZE '.1300.115' «i '� WALL SILL16 RADIUS CEILING HEADER/SIL 0.096'
SCALE HALF SIZESCALE HALF SIZE
N4 10" 8.3
4.102" 27 15-2338
L��O4
g
t�pIFW;1
/
p�
puYWS�1jE
' .420' r osamrLOr:
�q CEILING HEADER/SILL
�g 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE �8 WALL SILL CLIP ;3
SCALE HALF SIZE SCALE HALF SIZE
`I 111111/// FMW L UNNAIIDO,P.E.
3750 111 / #FW0549
x.125' 2.018' 010-24 THUMB 1 950" `SS �,•• .
10' SCREW .. STAINLESS STEEL 280" \ �.••
Z ASSEMBLY o IJOEN '•.'q
p � ..
I I £ 3200 HOLE o W � .NOPE0CI46549
o N m m
00
6 W
W 050" NYLON m b
N 7-0 "o
WHEEL O
a tloo" zco'• ,p •• v
N Q STATE OF ( w M 8 s
.750" FZORIOP.•.' 1-'n yyyO
5" MAX. TYP AT EVERY OTHER
20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870" /S/Qaya u$
O�g ANGLE SCALE.HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED /////NAL 11111 w u
SCALE.HALF SIZE g 3
21 22 ROLLER ASSEMBLY MOUSING-ZINC DICAST POWDER COATED H�
O SLIDE ROD O SCALE HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB
SCALE HALF SIZE TURN OPERATED INSIDE L^
250' If]W �~ ^�=✓Y
�'�' 23 BRASS PUSH LOCK ;W-IE
"NYLON WASHER HALF SIZE NK Na
OR ALUMINUM .357' R w
(NYLON BUSHING R7SS• p W r,
OPTIONAL) .276' 'Soo 4.000' O
ER 14 x 2-3/4 410 HTS So .500'
CREW W/ .062' v1 ULTRACOTE COATING n) mYP TOP 8 BOTTOM) 2.250' mWASHER. .154' .137' '1 5' N m vI k
7/16"0 x 1/2"Col INTERIOR JOINT TOP N m W 3
7/16"0 x 1" INTERIOR JOINT BOTTOM .224' w 8
EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000• ~a p$
m t n
24 BUSHING ASSEMBLY DETAIL SCALE HALF SIZE p�§�,�
S SCALE HALF SIZE 27 RAINGUARD ;' 28 DECORATIVE FLOOR TRACK 3�J
SCALE HALF SIZE SCALE HALF SIZE zm`
h 1.978' 2.125• C3
.623' 1.742' p
1.110' .236' .286' 4' .267' 2 702" MI
' r ? 2
1.710'
443' p� 2 465" �
443 777 E
1.084 m �' .090' m c m m 2.289"
CD
R m In .2846
1200"
o o ^
N m o '26' o o m a 1100'190" 250"1.068' .239' ^' m '�' Pru°'i a 250"3.443' .496o ,n iIn1.758' a <u'"6' 125",6- 12160' •L001• 19 _ g
.062' � .222'.14 .062' .176'
2g 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE "[!
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE ��gd� ;
#.062• Inn;
17@i
7/16'0 STAINLESS
STEEL NUT 4, NOTE ATTACHMENT SCREWS FOR
5.500' x 13/16• WIDE f--i.400' END STRIPS SHALL BE N10 TORX
HEAD STYLE VARIES x
'A 30 OR PHILLIPS DRIVE SCREWS. A
w , KAND-IIGHTENED ONLY � 1
38 THUMB SCREWq
' SCALE FULL SIZE .250.r-{ x m
4 in 1 4-2021 OR THIN 8x1 b�W M 0 yt
I^,1 Iz1i1 MACHINE SCREW STAINLESS
5/1fi"O IN TERNAL STEEL Oa
.188' THREAD c c P^ m�' m wrlortRLwcLawno EE
4.500' TYP 37 T-SCREW INSERT S "' 15-2338
_ .F----x.689' POWDER COATED.ZINC DIE-CAST SCALE FULL SIZE N J F,2154'
P _
N `
SECTION A
DELTA MODEL 2022 36 T-LOCK ADAPTER
INDUSTRIAL SYSTEMS o o,BOX LOCK (OPTIONAL) z000 SCALE HALF SIZE END STRIP 1"
x@ SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT -
$ SCALE HALF SIZE m x}.125' SCALE HALF SIZE
$ v CLJ7
\`11111)111111/ ERRIK L�NNARDO,P.E.
FASTENER CA 18"O C EXISTING GLASS Epi DST. EXISTING GLASS �� �. C•
(USE ANY ANCHOR SHOWN
IN ANCHOR SCHEDULE) DIST.
NN
SR'k N 004654i i EMB SILL (INTERIOR) `$ * = N
e
ALT DIR CT ON j Mm '�•••
g �� OF ANGL LEG II II ,fir
EMBED. 17 ff �o.o ATE OF Y
_ r LLQ` (INTERIOR) 17 LU
^ z
EDGE M 0 062"THICK 1"MIN 6
UM ANGLE 1"x 1"MIN ON ay RRR_ �•
0 2'x 5.MAX (ANGLE LEG 3 4 9 29 / ////1111 -7�W `O -i
DIST AY BE REVERSED) GT W>u
>11 29 ASTENER P 18"0 C (USE ANv 13 15 13 (,a �Q m zip
13 13 13
AN
SHOWN IN ANCHOR 21 9 9 ZK
13 SCHEDULE.1"MIN EDGE DISTANCE) TO 8 wW gN t.WYJ
i 29 #12 x 1/2'GALVANIZED BOTTOM 1/4-ZO THUMBSCREW (EXTERIOR) U^'W"� _
6.80"(TYP 1 l INTO CENTERMATES 1/3In G zo
OR S S SMS 3/16"_ ALUM 31� D
(EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING
IBE 3 LE I wiry
THREADED HOLE LOCATED(� MACHINE BOLT&NUT WD W
1/3 SPAN TO 2/3 SPAN FROM [d 18"O C To 1'.HDTH UP
TO 1"HEIGHY ti
TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY
SCALE 3"=V-0" 58'-3" USE TWO THUMBSCREWS
ON BLADES>W-3 ONE Cm 1/3 SPAN SCALE 3"=1'-0"
AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR
CENTER MATES
USE 11)BRASS PUSH LOCK OF BLADE, TYPICAL.FOR LOCKING SHOWN ON RANDOM
OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 2F�3 DETAILS
SCREW I 0 THREADED MAY BE SUBSTITUTED WHEN USE WITH' Y
INSERT (3'0 AT t/3 SPAN SEE END STRIP SCHEDULE p LL
IN 2/3 SPAN FROM CENTERMATE#29 AS SHOWN,RECEIVING r FOR DS SPAN EDU W 9
BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" 0C p
5C� RECEIVING HOLE SHALL BE 30 i 4
2 USING 44401,OR 40,
3/8"MAX WIDTH,UP T 133
1"HEIGHT. 30 PRI per'RC
MD STRIP SCHEDULE n
PSF PAN62 loir m`
USE APPROPRIATE
11 610(2.T) 72 tar STARTER STRIP TO g Fp
® 82 94' 4 PROVIDE CLOSURE FOR ^� j W
13 1 40 BUILDING CONDITIONS E p
32
2 004.7') 62 95 FASTEN STARTER
72 w(INSIDE) - 2%p1Oxly SCREWSW/ r`
3'BIO(4.7) 622 B5- AT CORNER
® 77<
82 74' ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) a
1.3")13' 45 93- SCALE.3"=l'-0" ANY TRACK
E 13./ �Nf � x9_p93• T W/SCREW BOSSES.
Li r51 7
p rSILL L
a O 219 45 2 C E
VI x0.125 1211' EXISTING GLASS a�
O 13 ANGLE 57 �eI
30 1. _iu USE 111 BRASS PUSH LOCK IN a a a d ae
§ I USE I11 BRASS PUSH 3F OR I11 5/16-18 THUMB ( ) i
E--� iyQQ LOCK 3 111 5 TO 2 13 � SCREW I RA THREADED € "�1
THUMB SCREW INTO/-� 30 2'x4' 45 145' r^� INSERT (371 AT t/3 SPAN SILL? 9!>t l�F
THREADED INSERT U 0 x9,125- rl�•�- TO 2/3 STAN FROM l !
AT 1/3 SPAN TO 2/ 7 1 BOTTOM OF SHUTTER l !!!
SPAN FROM BOTTOM OF (OUTSIDE) ' I e h
SHUTTER RECEIVING 1 1 I T
d HOLE SHALL BE TO 1 7 1' y
MAX WIDTH,UP TO 1" 3 8
HEIGHT 1 � o
FOR GREA EA SPAN$OR LOADS 5 ��Q
STRIP
OTYPICAL OUTSIDE CORNER CLOSURE - - - - sSCHEOUILEWEDEND STRIPS REQUIRE A ■■ii LLL111F!
CC) 1•x1•.090-CUP ANGLE MID SPAN 13 30 �9 PAIIRL e�YE�PE
DETAILS WO/CORNER POST USING ANY ANCHOR ON THE
NTS 13 \ ANCHOR SCHEDULERt11x3/x'tE% 3, z's t3 15-2338
SCREW OR V4-20 DOLT TO ENO (OUTSIDE)
e SILL STRIP. USE(11 BOX LOCK AT 1/3 FAQ Des®rtoN;
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE g1lizigh
`3
CC2 DETAILS WO/CORNER POST � gd MULTIPLE SHUTTER ASSEMBLY
NTS ylryl"",yl� SCALE 3"
ALUM. TUBE FMRL L SENNARDO,P.E.
2FASTENERS j1UInI07 0046�9/2
EACH ANGLE SEE TAB ALLOY - C2 CONNECTION TYPE 1111
SEE TwBLE A FOR SIZE. REFERENCE ANCHOR EXISTINGSCHEDULE FOR MAX STRUCTURE •'0'x 2"x 1/B" SPACING 1JC -
OR 2"x 2"x 1/8" CI CONNECTION TYPE f/c-20 PALE 0
ALUM ANGLE 1 REFERENCE ANCHOR W/NUT LM�112' OC�� � '
THREE 3/16"8 73 SCHEDULE FOR MAX 014 SMS:(B16:'0 C -
ALUM ° I SPACING t/ (TYP TO>y0
POP RIVETS I I 1/ •• .}1 V I
OR ° 1T ALTERNATE THRU BOLT %O STATE OF �wm„$z
ClCONNECTION TYPE '•. ORIDP,. W..
THREE 012 SMS, 3/16"m ALUM POP iT F.m 0
TYP 17 RIVET OR M12 SMS { REFERENCE ANCHOR 'A QOR�� 2,11h
TABLE A m LID 1B"0 C (TYP I7 SCHEDULE FOR MAX. DR OVol
PR661IRE VS'ALLOWABIE LENGTH
rl ISPACING O �I NAL11 �►W ow=
2�Q'yII/6• 3�43�I1/6' I rr
MAY USE MALE OR I i I 0: =
pg Ib B/0 NO B/D FEMALE LOCK-SLAT) A L 4 3 F N¢ ZX tm ia¢G
13 �_ I 6 FOR HYH2 j Z O 6'wl 'i �
62 Or lfr / FOR wN.
72 124" 179' �.' - � GLASS SEPARATION 'A II.
J U W"' V
CC TYPICAL CORNER CLOSURE DETAILS �\ OR DooR3 :
42 Ur 17r
CC
NTS \ / \ TD aAss a W a I o w-W W
92314' 16r — TAOLiSLALLOWAKESPAN
qC Te Y r 'D
103 110' Ifo' SCHEDIAE FOR �Hq Tf ` ly(U 6 R D
f 120 IOP 14T TABLE B(cr4) ALTERNATE THRU BOLT U7IIDOUr Molmr M1TiI/ I
1 FRESAIRE VS ALLOWABLE LENGTH C5 CONNECTION TYPE (DETAIL FI N \ OR N —
131' REFERENCE ANCHOR MAX IIAII 0 Eli
n
A PSF�' IIP 2�HA N3R�R+I�/o SCHEDULE FOR MAX UTTER DESIGN
"+"'w" 6Pµ PRESSURE Cl CONNECTION TYPE f•• I 1/4"MAX FROM PIN
REFERENCE ANCHOR GUIDE TO BUSHING 4
62 11T 166" 125 RL +/-30.1 PSF
SCHEDULE FOR MAX r- - WASHER(TYP.)
v 72 IDT IST 1721N. N01.1 PSF SPACING
R 101' 14T 1L IN. +/-319 PSF
g 92 9r 13r SIS IN. +/-327 PW I ,/I/ 14x3/4"SMS L®9"0 C x1�
UCONNECTION SIV
IU IN. +/•33.6 PSF / ANGLE TO TBE T
9_r pim
o
90' 132" 1101N. •/-342 PSF EXISTING 2"x 2"x 125" 0_ °C m
17D Q UI' CONCRETE, EMBED. 6063-T6 ALUM TUBE _' m
IW IN. +/-352 PSF -m<<
109' 105 IN. +/359 BLOCK OR PSF WOOD FRAMING 5 CONNECTION TYPE 5
K 94' 10301. •y6S PSF REFERENCE ANCHOR
m 1-1/2"MIN FOR CONCRETE JM
/-337.30 PPSF SSCHEDULE FOR MAX ?
FOR OR BLOCK
O CK AND 3/4"MIN E 3
ASTENER dD 18"O C 92IN. %409PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 5
SCALE:3"=T-0"
AD
(USE ANY ANCHOR SHOWN f91N. +/-43APSF O
s IN ANCHOR SCHEDULE). 23 IN_ .1-45A PSF a
831N. .115APSF
811N. +465 PSF
761N. +/Jf3 PSF ACCORDION SHUTTER
= 761N. +/�95 PSF PER PRODUCT APPROVAL --
74MI. ./-509 PSF <
3/16 RIVET OR 012 -JDE 721N. +/-S23 PSF I
090"6063-T6 701N. +/-539 PSF.
SMS�18"O C OR APPLICABLE AT TOP $ 3S
17 ALUM TUBE TYP 1 �� +/'SSA PSF AND/OR BOTTOM XI
11 -20 NUT 1 BOLT 6R
(TYP) RIVET ALUM POP
` RIVET OR 012 5M5 w 2'OR 3'
ALUM. TUBE z5 6063-T6 ALLOY Ls 1B O CITYP 1 SEE TABLE B2"x S•'x t/B" Fpt W mFOR SIZE. 2FASTENERS xCONTIN0005 g = 1/2'MIN.ACH ANGLE ALUMINUM ANGLE4 'D x h1 �1"x 2"x 093" OPTIONAL ANGLE t FOR HNII i Z u 2'x 3'x 'x6063-T6 ALUM THREE 3/16"0 ALUM SEC i1B11 7 O VI CONTINUOUS O2.175'ANGLE,TVP POP RIVETS OR 17 ORIENTATION TYPLASS X p Z m 2'x Y."x CONTIN17 THREE 012 SMS.TYP R ODOR TO QA55 = u a F 6061-T6 AWMINUM i !<
° 1"x 2"x 1/6'• VI ANGLE
0.9'MIN.THICK 6061-T6
13 ° OR 2"x 2-x 1"'. 2• ALUM TRAGIC FASTENED
ALUM ANGLE ANGLE FASTENED TO TO ANGLE WITH 1/4-20 g a
MACHINE SCREW$AT 3'
USE MALE OR FEMALE 1 1 EIOSTING 3 KSI ri' tl[! ■
LOCK-SLAT) - S' 6�C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND9'O.C.13 CHEDULEFERENCEANCHORFOR MAX S'.0 EL.CO STRUL/TRACON$ 2-1/2•MIDI, FOR THE BALANRE WITH CE 15-2338
PACING AT 3'FROM ENDS AND Et(IST..G CONCRETE -
012x1/2"GALVANIZED OUTSIDE I 4.O.C.FOR BALANCE MOST STRUCTURE(3000 PAGE OlIatPfioN:
OR S.S SHS,3/16"0 ALUM WITH 11/�MIN PSI MIN)
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 259'
NTS MACHINE BOLT t NUT SCALE 3"=t'-0'• EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSLJPF'
Lm IB"0 C BLOCK OR WOOD FRAMING 13
STAGGERED WITH 3' -
INSIDE SILL MOUNT SECTION
MIN.SPAC3NG,TYP.O BUILDOUT MOUNT
8 EE F SCALE NTS
OO
g SCALE�3"=1'-0"
FRANK L SENNARDO,P.E.
RE ERENCE ANCHOR XISTING `111111 I1 /�a6s�s
FOR&UK p u ESSENTIAL F SCHEDULE FOR MAX. STRUCTURE
GL A55 ESSENTIAL w j (AOLL11ES rc SPACING 5••MAX • ••'•• pL�
EApLLTIES 0:0 GLASS E 7i1BtE 4 W C1 CONNECTION TYPE 1/4-20 MA�H�I,�'�Bbl
OR DOOR SFE TABLE 4 F u N_ OR DOOR A FOR NWZ J11
u m REFERENCE ANCHOR W/NUT IA lf"Q1'G OR&FOR HYN2 H Qm $EE TABLE 2 O R SCHEDULE FOR MAX 014 SMSa�O.0 NoPEO SN9SEE TABI£2 =W<0: FOR"INSPACIN 2•• (TYP TO_ OTFOT k4okBLE 73 a 0 SEPARATION 1/4"-20 THRU BOLT W/ SEPARARp/ X �' TO G1A55 'A TO GLASS < ¢"' 012 x 1/2-SMS 12"O.C. STAT •.
LOCK NUT(B 72"O C OR X Px-w m OR 3/16"0 ALUM.POP Z< u � R p/012 z 1/2"SMS 0 AL M E 5L7RIVETS 6"O.0 OR 1/4'•0 m� O p /� ��Y"\OJ �� � ••FCOR 'OR 3/76"0 ALUM.POP Z V✓ VVdd s j ALUM POP RIVETS 12"0 C OR RIVETS(d6"OC ES � x E0 / ON.OR 1/4"0 ALUM.POP RIVETS / 10 Q1 AND� x f/L012"O.C.E.S AX.FROM PIN FOR ASIk u F 111 I I i/4"MAX.FROM PIN ASSEMBLYESSENTIAL 3 r = ¢ as Q w i o
O9 AND OO GUIDE TO BUSHING 1/2 1/2"TYP UI 0 BUSHINGFACILITIFS , �� gL
WASHER(TYP 1 W WASHER(TYP 1SEETABLE 0 VI w O
ASSEMBLY u _ GLASS &FOR HW2 N ONE WW '0 DJ^xiLGL
/ 1/2" 1/2"TYP EXISTING CONCRETE, 4 CONNECTION TYPE OR DOOR SEE TABLE 2 X Z< 0;uj� z
m BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR FOR WN. < z
W / 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX SEPARATION F O a w
REFERENCE ANCHOR SPACING AS SHOWN 70 GLASS Q W O Q W
/ EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG 10)
/ _/2 DIST. SPACING AS SHOWN REFERENCE ANCHOR
3 CONNECTION TYPE IN DIAGRAM ON PG 10) SCHEDULE FOR MAX 1-
SPACING ALT FASTENER O 'A 6 R
REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND w E
SCHEDULE FOR MAX BLOCK OR W000 FRAM BACK ANCHORS NOT REO'O O Ci
b / SPACING ALT FASTENER 1/4"MAX FROM PIN
WITH THIS LOCATION 2"
/ ® LOCATION FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING ti
1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION REFERENCE ANCHOR ® WASHER(TYP.) N
WITH THIS LOCATION SCALE 3".1'-0" SSCHEDULE
BE U E FOR MAX �.
PIN GUIDE TO 1 8
BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE
(TYP.1 A REFERENCE ANCHOR F a
SCALE 3•'=V-0" SCHEDULE FOR MAX ma 0
EXISTING CONCRETE, SPACING O p m
/ NOTE FOR DETAILS A,B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED
/ THE BASE TRACK MAY BE INSTALLED IN SECTIONS O K
WITH MU GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION Zm`
A MINIMUM OF TWO SETS OF ANCHORS AND ISA CO
TYP. BOTTO MINIMUM OF 12'•LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE.3•'=V-0" t
USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING
OVER THE GAPS BETWEEN SECTIONS
�Z E
XISTING
EXISTING CONCRETE, STRUCTURE E
BLOCK OR WOOD FRAMING EDGE NST, 4 CONNECTION TYPE C2 CONNECTION TYPE W EXTRUSION 2 S g
EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W%EXTRUSION
& REFERENCE ANCHOR SCHEDULE FOR MAX
SCHEDULE FOR MAX m E ANCHOR
SPACING SCHEOULEEFOR MAX o
SPACING AS SHOWN m 5 -
IN DIAGRAM ON PG 10) 1416 SPACING 3
1/2" w r 1/2"
3 4 m t0 m _-_-
0
GLASSDOOR 4 a
VI 7/Z" W 1112x1/2"SMSL 12" SEE TA8"2 3 7 N=- FOR �w x'm §�
W O W rw+m O C OR 3/16"0 ALUM SEPARAFOR NITXW N _o vui� A I t3 r'^x O Q a�I�aI �fp86
w»a POP RIVETS EA 6"0 C I(1� j 'fe
FOR T yl x O X O Z m GLASS OR 4
fr N r N w O OR 1/4"0 ALUM POP Q at<< DOOR &FOR HVMZ I F u^ q N'
Y GLASS F I i3 =xzuW RIVETS@12"0C F oar NO_Nw
OR DOOR HVN2 SFE ABLE 2 N m u N SEPARATION FOR MIK Q j ¢Q e9
e LU X 2 0 210 TO GLASS
1/4-20 S.S MACHINE <u p a<F O7 AND OB 1/4"MAX.FROM PIN
SCREW 8 NUT LID GLASS = yl 1/2" GUIDE TO BUSHING a
u ASSEMBLY 1/ 1�
b 12"O C O TYP WASHER ITYP 1 i p�
1/4••MAX FROM PIN m O a 1/4"MAX.FROM PIN ! y1J
X GUIDE TO BUSHING u 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING 1
1i
OD i WASHER ITYP 1 EDGE REFERENCE ANCHOR 1 R 2 WASHER ITYP)
O �� �I
< 5 6 EXISTING CONCRETE. SCHEDULE FOR MAX p�pvnOrtmM•1KL6RWRq PE
n= m BLOCK OR WOOD EXISTING CONCRE DIST SPACING AS SHOWN C5 CONNECTION TYPE W�EXTRUSION 11
®
FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 10) REFERENCE ANCHOR 15-2338 OR REFERENCE ANCHOR _ SCHEDULE FOR MAX
3"x 3"x 1/4"CONT 4 CONNECTION TYPE 012 x 1/2"SMS ab 12" SCHEDULE FOR MAX SPACING 6AAl� -
6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE. FAokodcmrtopo
(MAY BE REVERSED -ZZSCHEDULE FOR MAX POP RIVETS(A 6"O.0 LOCATION FRONT AND BLOCK OR WOOD FRAMING
AS SHOWN DASHED SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT REO'D
RIVETS(a 12'•0 C WITH THIS LOCATION
O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION f ALLBUILD OUT
93
SCALE 3••.V-0" SCALE.3".V-0" I
CTIO3
SCALE-3`=1'-0" LI
EACIURES SEE TABLEA4 A l\\I // K L NNARDO,P.E.
FOR HN2 SEE TABLE 2 LL EXISTING
OR
OR YIN.S AnON TO 13 o j p STRUCTURE ALT LEG DIRECTION MACHINE
CC ry 121 6063-T6 ALUMINUM BOLT W/NUT <l
DOOR i r ANGLES PER BEAM END, 12•'O C OR _* NO PE0046
w 0 n I SIZE PER SPAN TUBE # S I
1/4"0 ALL .I SCHEDULE #14 x 3/4"
�— <0 Q< POINTS SOLID SMS 6"0 _ =
2 W o SET ANCHORS SPAN TUBE SCHEDULE - -V
IA W a WITH 7/8"MIN SPAN TUBE rp:•
X IA Vt z EMBEDMENT IN PER DESIGN ALLOWABLE TIKE NUMBER OF ANCHORS PER
NUMBER OF `"<
- Q Z:Itl7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SFAIRE7t SPAN TF88LBOLT8 H^t^ F
Z F u UI BLOCK,3"MIN = S2E SPAN ANGLE u^^
I W~ WO 3PACI EDGE D m TOP BOT70N TOP BOTTOM TOP sOf7W n N
7 - TIRE IUSE 7USE IUSE TIRE TIRE TIRE// / t 1 �� x
�= X DISTANCE. - W '
z� ar 1235 135? 2 2 2 a r r zQ �j u_a
I — ~ E =� 5 6 0 0 0.12V w 1o1.r 1ae5 2 2 a 3 r r aw=amu
O m _ 3"MIN 416 Eo=m 12a' trop 54.6 2 2 J 3 r r Z� g«m E_
ED DIST �v� �,x 50 128.1' 167.0• 2 2 2 3 r r WNO -
w�
OR A51M ESSENTIAL FACILITIES
t SEE TABLE 4 h FOR HNi2 SEE 13 .4 Z 0.125 111.8• 124.1• 2 2 9 9 T T WW
ry 1/4"MAX FROM PIN GUIDE Il 123' 1025• 10QT 2 2 ! ! r tr C w
TO BUSHING WASHER ITYP I GLASS
DOOR TABLE 2 FOR YIN.5 PARATION N uai J 2'f57t 55 1J5.0' 155.P 2 2 J J T T 0 U.
TO CUSS
G TWO 1/4"0 WOOD 1/4"0 THRU BOLTS 0:Q o' 122.r 156.r 2 2 3 4 r 15 o W
LAG SCREWS H 24" _ �. 0•t26` 125 15.r 137.6 2 3 4 5 15 Ir �WO
OC MAX WITH 2'• SEE BEAM �r 55 166.1• 240.0' 2 2 3 4 r 10'
THREADED PENETRATION 3"MIN SCHEDULE FOR Z t- nByl
"T"INTO CENTER OF STUDS ED.DIST EOUIREDD N BER W p 0.1878' or
140.5 228.P 2 J ! 5 10• 15'
123' 132? 203.1• 3 /
EMB "T' 14 SMS(81 MIDSPAN BETWEEN - 16 1/4"MAX FROM PIN GUIDE SPAN 7LBE SCNEDULE NOTES: ------- '�
STUDS FOR TRACK TO 1"x 4" - 1 U U5HING WASHER ITYP 1. x x 4 x z 4'ANGLES FOR 2'x5•S 2•x6'BEAMS.
PLYWOOD L TUBE CONNECTION 1/4"0 ALL 2. USE 2'x5'xl/4'ANGLES FOR 2'x8'82'x10'BEAMS.
STUCCO FINIS POINTS SOLID^l 3. USE BEAM SCHEDULE FOR DETAIL J.
6 x - x 125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP EI BOTTOM BEAMS MAY BE USED TOGETHER OR IN w
6063-T6 ALUM TUBE
WITH 7/E"MIN SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED
EMBEDMENT IN s$
THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR TOGETHER,BEAM MUST BE LTM[TED TO TOP BEAM SPANS. =
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK.3"MIN _ 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH m
SPACING AND 3" I W/NUT P 12"O C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN c a 0
121 6063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS MIN EDGE 'I^ ANGLES PER BEAM END• OR#14 x 3/4"SMS p (INCLUDING SPANS, C�
O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"OC
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN Zm
SCALE 3"x 1'-0- ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM.
AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. g<
STRUCTURE ALT LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6$ ALUMINUM. E S�EMBED. n��e�:
MAX DESIGN LOAD:z 72 PSF E ;5
g
0: Oj BEAM SPAN SECTION
p -GLASS r o SCALE 3"=1'-0"
FORASTM ESSENTIAL OR DOOR
gFAOLIDES SEE 4 5 � a
FOR HN2 TAB SEE TABLE Z 13 Z 0
FOR YN.SEPARATION TO 0 ° EXISTING WOOD
GLASS X Q TRUSS OR RAFTER 1/2' 3" 1/2"
a F I O
a (®24"MAX O C -1/2'
E 0 EXISTING FINISH I II II \ W
MATERIAL ! 1 y p
1/4"MAX FROM PIN GUIDE tt C 'I ,I ai8
14 t6 1"x 4"x 1/B"6063-T6 rI' EEE a BBB
TO BUSHING WASHER ITYP 1 "
1/4"TILE ITYP I ALUM TUBE W/THREE
FINISH MATERIAL 1/4"0 WOOD LAG
SCREWS WITH 2-3/4" I A_RMA
3/4"PLYWOOD MINIMUM THREADED / _ solgolf
^ PENETR."T"IN WOOD I SSS
—1/4"0.0325 GRACE THRU BOLT 7"0 C @1
OR EACH RAFTER OF TRUSS
GALV IOR SS 25 GRADE THRU BOLT C.12"O.0 24"0 C.MAX WHERE
TUBE EXTENDS BEYOND � 1
�— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA
5-0 C W/1-1/4"MIN EMB 6", EXTEND TUBE TO 2"x 5"x 1/8"6063-T6 "
OR 1/4"0 LAG SCREW(dl 9"O C W/1-7/8" NEXT TR U55 \ W m jm ALUM ANGLE W/THREE tp �•e
MIN EMB IN WOOD SG=O 42 TO 0 55 / F N O 0: 1/4"0 WOOD LAG d
_ 1/4-20 S S MACHINE SCREW[� 73 C O SCREWS WITH 2-3/4" OrpOrtRWWL 03"V=PL
EXISTING CONCRETE. 12"O C IN BETWEEN TRUSSES Z Z = MINIMUM THREADED 15-2338
HOLLOW BLOCK I WITH 1/2"0 ACCESS HOLE ON 0"_in PENETR "T"IN WOOD V
t WOOD FRAMING SEE 2"x 5"x 1/B"CONT BACKSIDE OF TUBE OR#14 SMS X Z z m EACH RAFTER OF TRUSS, ouut:
ANCHOR SCHED BASED ALUM AN
(6063-T6) (R 6"O.C.MAX.IN BETWEEN a w a a 24"0C MAX WHERE PACE 0wv110w
E ON TYPE OF STRUCTURE E
N~ ANGLE EXTENDS BEYOND
g a LAST TRUSS MORE THAN
IMAX DESIGN LOAD s 72 P.S F I 6", EXTEND ANGLE TO
OPASS THRU DETAIL (MAX DESIGN LOAD:72 P S F 1 NEXT TRUSS -
SCALE 3"=r-0- O TRUSS MOUNT SECTION co
a$ SCALE.3"=1'-0" D