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FL# FL320-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Armor Screen Corp.
Address/Phone/Email 2744 Hillsboro Road
West Palm Beach,FL 33405
(561)841-8890
dougt@armorscreen.com
Authorized Signature Douglas Turner
dougt@armorscreen.com
Technical Representative RECEIVED
Address/Phone/Email
NOV 06 '?0"0
'IlkQuality Assurance Representative
\ Address/Phone/Email ST. Lucie County, Permitting
0
Category Impact Protective Systems
Subcategory Operable
h 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 Theodore Berman,P.E.
the Evaluation Report
�� Florida License PE-09814
Quality Assurance Entity National Accreditation and Management Institute
D Quality Assurance Contract Expiration Date 12/31/2019
Validated By Simon Segal,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL320 R8 COI Certification of Irideoendence.SS.Ddf
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
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgtdGm6vrgJqxm... 4/2/2019
.Florida Building Code Online Page 2 of 2
Date Submitted 12/18/2017
Date Validated 12/19/2017
Date Pending FBC Approval 01/02/2018
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
320.1 Hemcord Roll-up System Flexible Wind Abatement/Impact Hurricane Protection
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL320 R8 II FL320 Installation Instructions-Hemcord Roll-
Approved for use outside HVHZ:Yes uo Svstem.odf
Impact Resistant:Yes Verified By:Theodore Berman,P.E. 09814
Design Pressure:+110/-110 Created by Independent Third Party: No
Other:Glass separation is required for installations within Evaluation Reports
Wind Zone 4,High Velocity Hurricane Zone and on Essential FL320 R8 AE FL320 Evaluation Reoort,odf
Facilities.The un-breached envelope criterion is met since the Created by Independent Third Party:Yes
system is considered'non-porous'outside of the High Velocity
Hurricane Zone and remains intact under impact and air
pressure loading.The system is to enclose the protected
opening all around.
Back Naxt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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 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:
me W-P F 9
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdGm6vrgJqxm... 4/2/2019
Ted Berman and Associates, LLC
Certification of Independence
(1)Theodore Berman,P.E.does not have,nor does it Intend to acquire or will it acquire,a financial
interest in any company manufacturing or distributing products tested or labeled by the agency.
(2)Theodore Berman,P.E. is not owned,operated or controlled by any company manufacturing or
distributing products it tests or labels.
(3)The Fiorida licensed professional engineer,Theodore Berman,P.E.,performing an evaluation does
not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the reports are being issued.
(4)The Florida licensed professional engineer,Theodore Berman,P.E.,performing an evaluation does
not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
�e`e400�ss�;ra
Respectfully, ®e°�,�'C` ���,G E�+�++ •.�°�.���i
•� �� N0 09814
A
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m
of �� OF �)J�
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oee•e.
Theodore Berman,P.E. �ad1re;
Florida license No.09814 HIIe1
Ted Berman and Associates,LLC
Certificate of Authorization No.27502
925 4151 St., Suite 104,Miami Beach, FL 33140
Phones: (305) 673-4006, (305)868-4707
Fax: (786) 206-6017
wwwAproductaoProval.com
Ted Berman and Associates, LLC
Certificate of Authorization #27502
December 12,2017
Engineering Evaluation Report
Report No.:TBA 15-0428.01
Prepared by:
Theodore Berman, P.E.
Florida Professional Engineer License No.09814
Manufacturer:
Armor Screen Corporation
2744 Hillsboro Road
West Palm Beach, FL 33405
Product Line:
Armor Screen HVHZ Hemcord Roll-up System
Product Description:
A flexible wind abatement and Impact Protective System.
Code Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the
Florida Building Code 6th Edition (2017)and as Per Rule 61G20-3.
Supporting Documents:
a) Fenestration Testing Laboratory, Inc., File No.:07-482, Lab No.:5174, Report No.:01
Fenestration Testing Laboratory, Inc., File No.:07-482, Lab No.:5180, Report No.:02
Fenestration Testing Laboratory,Inc., File No.:07-482, Lab No.:5279, Report No.:03
ASTM E330,ASTM E1886,ASTM E1996
b) Fenestration Testing Laboratory, Inc., File No.:07-482, Lab No.:5446,Report No.:04
Fenestration Testing Laboratory, Inc., File No.:08-482, Lab No.: 5533, Report No.:01
ASTM E330,ASTM E1886,ASTM E1996,TAS 201,TAS 202,TAS 203
1
7970 Biscayne Point Cir., Miami Beach, FL 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductaporoval.com
Ted Berman and Associates, LLC
Certificate of Authorization #27502
c) Installation Instructions,Armor Screen HVHZ Hemcord Roll-up System,Revision Date
04/28/2015,Verified by Theodore Berman,P.E.
Limitations and Conditions of use:
• Maximum allowable design pressure:+110/-110,psf
• Maximum Span: Hemcord 192"
• All supporting host structures shall support the superimposed loads indicated on Installation
Instructions.
• This product is for use within and outside of the High Velocity Hurricane Zones(HVHZ).
• The separation from glass is required only when system is installed within Wind Zone 4, High
Velocity Hurricane Zone and Essential Facilities.
• Mullion shall not be used within Wind Zone 4, High Velocity Hurricane Zone and Essential Facilities.
• For outside of the High Velocity Hurricane Zones the system is considered non-porous.
• Product Data shall be in accordance with installation Instructions,Armor Screen HVHZ Hemcord
Roll-up System; Revision Date 12/12/2017.
• Product shall be installed into substrates shown on Installation Instructions not to exceed the
spacing indicated. Anchor embedment shall be beyond wall dressing or stucco.
• Anchor design on concrete in accordance to ACI 318 Appendix D uncracked section.
• Site conditions that deviate from the details on the Installation Instructions will require further
analysis from a licensed Professional Engineer.
• All components that are permanently installed shall be protected from contamination and
corrosion.
Quality Assurance:
The manufacturer has demonstrated compliance of products in accordance with the Florida Building
Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an
approved quality assurance entity:
National Accreditation and Management Institute (FBC Organization ID#QUA1789)
Each product shall be labeled in accordance with the requirements of the quality assurance entity and
shall indicate marking as indicated on Installation Instructions.
2
7970 Biscayne Point Cir, Miami Beach, FL 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductaor)roval.com
Ted Berman and Associates, LLC
Certificate of Authorization#27502
Certification of Independence:
Please note that Theodore Berman,P.E.,does not have norwill acquire a financial interest in any company
manufacturing ordistributingthe product(s)for which this report is being issued.Also,Theodore Berman,
P.E.does not have nor will acquire a financial interest in any other entity involved in the approval process
of the listed product(s).
a`a16»<t�a»i�s
NO
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� s
' •• / • ��%�
.r � n 1.
12/12/2017
Ted Berman and Associates, LLC
Certificate of Authorization No. 27502
3
7970 Biscayne Point Cir., Miami Beach, FI- 33141
Phones: (305) 868-4707
Fax: (786) 206-6017
www.flproductapproval.com
ARMOR SCREEN HEMCORD ROLL-UP SYSTEMLO
GENERAL NOTES: INSTALLATION NOTES: Z j c A o
•This Flexible Wind Abatement/Impact Protection System is for use within and outside the .Deflection is the minimum glass separation measured at mid span of the screen and LuZ rn c
high velocity hurricane zone(HVHZ-Miami-Dade$Broward Counties).Separation from subject to rational analysis and may be achieved by using Storm Bars. U- w W o oO
glass is required only when system is installed within wind zone 4,high velocity hurricane •All specifications to be equivalent or greater in product. H N
12
v
zone and on essential facilities. •All Aluminum Extrusions to be minimum 6063-T6 or as indicated. OW W co 0)y m °D 0
•The design loads are calculated in accordance with the Florida Building Code 6th Edition .The thickness of typical facing materials i.e.stucco,siding,stone,brick,pavers,etc. = E
cD
(2017)and ASCE 7-10.Pressures obtained under ASCE 7-10 may be multiplied by 0.6. are not to be considered part of the anchor embedment. Longer fasteners may be Q W �N°a- v
•Testing meets Florida Building Code 5th Edition(2014);TAS 201;TAS 202;TAS 203; used to allow for facing materials. _
ASTM E 330-02;ASTM E 1996-05 Level E;and ASTM E 1886-05 per Sections 1620 and •Anchor embedment shall be in face shell,not mortar joints.
1626 and fulfills its requirement for opening protection. •The screens may be installed at any height on the structure as long as the design
Testing performed by Fenestration Testing Laboratory,Inc.Medley,FL: pressure rating for the screens is not exceeded.
Test Reports: Date: 01/28/07 File#07-482 Lab#5174 Report#01 a All fasteners shall be corrosion resistant as specified in the IRC,IBC and FBC.
Date: 01/28/07 File#07-482 Lab#5180 Report#02 .In instances where a screen is made up of two pieces of fabric or for repair purposes,
Date: 08/25/07 File#07-482 Lab#5279 Report#03 a flat felt seam or triple layer hem with a minimum of two rows of double lock stitch '� o d
Lo 0
Date: 12/07/07 File#07-482 Lab#5446 Report#04 thread is acceptable.The fabric comes in standard lengths such as 12'wide,therefore for r- aE
Date: 02/08/08 File#08-482 Lab#5533 Report#01 screens that are larger,two pieces are seamed together as noted above. to '=�0 v v
•Has been tested for resistance to burning,smoke,ignition,temperature and weathering: .Roll-up must be installed plumb and level for proper functionality. o COr.
ASTM C158,ASTM D 635-C1,ASTM D 638,ASTM D 1929 and ASTM G 155.
•The pores in Armor Screen are small enough that the surface tension of water causes W Nin L n
the barrier screen to become solid in the presence of rain,and prevents damaging Q 0 ami c oo Ca
voluminous water intrusion,even from torrential rains. � v m CO �
In dry conditions,the pores remain open,and based on testing,allow approximately 3%of ¢0 m c 0
the wind to pass through. C: o - CL
•The unbreached envelope criterion is met since the system is considered"non-porous" E 0'
and remains intact under impact and air pressure loading. This envelope criterion is `
met when the system encloses the protected opening all around. m ami N
•Product Marking: A permanent label shall be fixed to the screen barrier with the following a).0
mi v rn
statement:"Armor Screen Corporation,West Palm Beach,FL,Testing Standards,Current F—
FBC Number,Job Name and Screen Opening/Number,Patented and Patents Pending,US
Patent No.6176050".
PRODUCT DATA:
•Geosynthetic hurricane screen: The hurricane screen shall be produced from a :* No 09814 '
polypropylene,woven geotextile fabric with filaments woven such that the filaments retain a '
dimensional stability relative to each other.
STATE OF 4u
. S
The woven geotextile fabric shall have the following minimum average roll values: ••�< t '.Z
Grab Textile Strength (ASTM D4632) 425 x 325 LBS R
Puncture Strength (ASTM D4833) 130 LBS h„r1f61e1�,�,n�`
Mullen Burst (ASTM D3786) 675 PSI
Trapezoidal Tear (ASTM D4533) 150 x 125 LBS THEODORE BEWAN.P.E.
NO.09814
Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN 17/1711017
Thickness (ASTM D5199) 20 MIL. All Geosynthetic Hurricane Screen assembly details depicted within these drawings are typical for the DATE: 01/03/11
Wide Width Elongation (ASTM D4595) 22 x 21% installation of this wind/rain abatement and impact system only. All other building components shown
Apparent Opening Size 30 US STD Sieve herein are depicted as existing or samples and not constructed by the screen company. REV. 12/12/2017
Percentage of Open Area 5% DATE:
LIMITATIONS OF USE: DWG#: 201-2010
Maximum Span 192 Inches Hemcord
Maximum Design Pressure +110 /-110 PSF SCALE: N.T.S.
• The design pressure may be increased 5%for negative loads.
• Span equals the distance between the primary rows of fasteners. SHEET: 1 of 12
o
LL a �� co E
Y'Aluminum Pop 'a m W W J 00 mj 0 U
Aluminum Hood Back Rivets(ryp) y Z 07 C
Roll Form.040'Aluminum Gear Plate LU O W D- CO
'i or Motor W cU
La-
Bracket W W ckel Entry Q F- U O o y N �, E2
X 1 Y' r� �r5
Guide m O
�.y710 �OUfA O= EcD
/ Side ._.
1 Gear or ¢W d
r Tubular mil Q N N
d ' I/ Motor = y
/ _ Steel or Aluminum Tube
<.ive�P
2y° f
lo
Cast Side Standard or
Plate Adjustable V
Pivot
Access H le I Bearing Plate0 ...I
B x I I I I I P 'or Idler J C) �•
�J I it mIIrY Support N, u7 O
o E Guide 10 x F4° EKS(Typ) lv N E
SPAN rB— w—3;--+ GASKET Ya �c� �Alu num Hood # j C) 0
Front
(Optional) Roll
Form.040' � o�ch r• �
K 1%e' b Side Rail Aluminum 0 •p
Armor Screen rA !� IJL 2
ROLL-UP BOTTOM RAIL ROLL-UP SIDE RAIL Q `o ao �o
ROLL-UP o Co
A 6063-T6 Aluminum 6063-T6 Aluminum Dttom Rau v m
I� ASSEMBLY M ¢CD m ui 2
ROLL-UP SCREEN ottom Rall End Cap � 0 CL
ELEVATION
a> <
Iii A m N N
AluminumSWdureUrn
l Mullion �
Optional Storm Bar Tube(Note:For Mullion Build-Out or
D p
Structure / Details,See page 6o112). Trapped }—
z.
Approved
<•:8• DelIction Del]ciion An
Z No 09814 •?
Approved. .a End Cap >9 STATE OF �lL�
Anchor 11 1p
•.A :•7!/
Side Bal, — — — — e✓ O R 10,tO.
Typ
, I I ` ,�Ip1fl11111Np1°
BMounting BmckeL_/ 7MEODORE 09alP.E.,
(TYP) NO. 4
Oaa17
1711Y2017
Deflection Deflection
SPAN SPAN i Span Span DATE: 01/03/11
Tom
Span
NOTES: DATE: 12/12!2017
1. Refer to the appropriate product approval for storm bar data. END CAP MOUNTING BRACKET
A 2. The storm bar splits the anchor/screen span Into multiple SECTION D-D DWG#: 201-2010
spans,each of which Is used to determine the minimum
deflection.
MULTI UNIT ROLL-UP SCREEN 3. Multiple storm bars may be used within the allowable span. H E M CO RD ROLL—UP SCALE: N.T.S.
extrusions 4. All aluminum exsions to be 6063-T6 minimum.
5. For Mullion details,see sheet 6. SHEET: 2 Of 12
0
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Z = C f0 co U
LLI a ZxU_ GO
x 0 W 2 cq 2
ow tn0F_ 4'.0 mto
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Appmed AnchorE
to
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a
6 •.• Approved AnGwr.
t �1.''•a�E`:-.�^•• -
... q.. IOpitid .. a. . "
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r2"xYe Angle(Optimal)
Outside=—, °o
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y'SetfSepp1 SMS -9le sail-TaWng SMuj
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on2 Y'Self-Tapping SMS
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:^: •, ..... �ueen Noueing Oropenkfg i `9croen Housing "..-Screen Housing a Q O fs N 00 OR
'00
Entry Guide f4 O( m p O
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W Ing Giazi - c v
CO 4;
Pro14 O `
tE
Opening I } Orpening ID otected 0) `}
Deflection O I oll-Up Screen �••�
Access Hole(Typ) I Deflection o1HUp Screen .�
{ I ---Bid.Roll ! side Rail
!!! lde Rail ittli/;pl1
Vpped
ube//Anglee Aluminumnogyi°• �! QORE g°t�A6.,
. (71P) VeNnIBWId-0ut `��Q«�..• FFjf �i�
iG N61 e
oil-Up screen /j O l omm Rall Y°sSMSSa )k _Bft�Rini _`� Mo 49FS14 •7-i
-'�Ye'Aluminum Angle SIII!Stop
(Optional) ( • '`y'Sel6Tapping SMS s o
Otil
'*a j STATE OF ,40
Sill and Angle .°
12•an(7YP) > '•.n R 10 'k�
Approved Anchor, eWld
(OPUwW-0W) /////llltlftliii`i`
WALL MOUNT TRAPPED Build-Out THEODORE BERMAN,RE.
ALL MOUNT SECTION A-A TRAPPED SECTION A-A BUILD-OUT SECTION A-A NO.09874
12/128017
DATE: 01/03/11
REQ' 12/12/2017
DATE:
DWG#: 201-2010
SCALE: N.T.S.
HEMGORD ROLL-UP
SHEET: 3 of 12
Z� Z�,
LO
Existing Structure(Typ) rtuaaaa mom•. o
oncreta,Filled CMU,Metal D- C) E
Hallow CMU or Timber ° Approved Anchor. •' Z � C rem v
.• ,. W J O J CO3
D
' Edea •• •d /APPtov Anchor, rn H (0 a-- `
••°°�. °:
—Approved Anchor. a •. /// it to U) rn (U co O
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• da: G. �O � �_ ECO N
° ° ' Q W
• ;oEo ,E�.. • an�nturruw = N
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1tiaa,ao • •a `Access Hole
AAccess H le
A roved Anchor. ccess Hole V
Access Hole
J
SECTION B-B TYPE 1 SECTION B-B TYPE 2 SECTION B-B TYPE 3 TYPE 3 ALTERNATIVE J N d
t I�MOUNT INSTALLATION TRAPPED TUBE INSTALLATION TRAPPED ANGLE INSTALLATION C
N e7 0
2"x4"x�"or Ya) 2°X2"X�" � �•7 C3 U
2"x 3"x(Ye"or Y4") 2"X 3"X
3"x 3"x(Ya"or Y4") O co o >
3"x4"x(Y"or Ya) U) N _j v a
2}"x2j"xj" Q o aTi t o5 m
r co
EdC a
FO .-
E
CisVr '�• , G !d•• d..CEd9aca Ctt +d•' L �Storm Bar Bracket •< a •°• •, end . . . • EmD atl 4" • • -0 ) rAlvdFWh Fwah :S:f71777m�aa�ass ma,a� mmu,a� @Approved Anchor. Approved Anchor. Approved Anchor. Approved Anchor. � 1\1 ,?�•4
Deflection 9 r
�— Z* � No 09810 �•:*'
Access Hol
Approved Anchor. STATE OF .40
Approved Anchor S'C...O0 R 'D
Access Holl e1 i Access Hole / �C9f�jfFi-YYY ssX"""♦
SlCnrt Bar used when 7j7f1111111°�°`
DeFlectlon qu'red.See page 5
Span, fdetailTHEODORBERMAN,
a BEMAN,PP.
SECTION B-B TYPE 4 or s. SECTION B-B TYPE 5 SECTION C-C TYPE 1
BUILD-OUT INSTALLATION BUILD-OUT INSTALLATION
STRUCTURAL POST FOR MULLION W=017
2"x 4"x(Ye"or Y4") 1"x 3"x(Y8"or Y4') 1"x 4"x(Ya"or Y4") DATE: 01/03/11
4"x 4"x(Ya"or Y4") 2"x 3"x(Ya"or Y4') 2"x 4"x('a"or Y4") REV.
3"x4"x(.'orJ") 3"x3"xd"or Y4'") 3"x4"x(Y"orY4') 12/12/2017
NOTES: ") 4"x 4"x d"orY") DATE:
1. Refer to the appropriate product approval for storm bar data. 4"x 3"x da"orY4
DWG#: 201-2010
2. The storm bar splits the anchor/screen span Into multiple spans, n/�
each ofwhich bused todetermine the minimum deflection. HEIVICORD ROLL-UP p SCALE: N.T.S.
3. Multiple storm bars maybe used within the allowable span.
4. All aluminum extrusions to be 6063-T6 minimum. SIDE �/�1�L DETAILS 5. Mount all build out tubes with widest side against the structure SHEET: 4 of 12
LO
STORM BAR TABLE z ? c CD
C
Storm Bar Span/Length 3' 4' 5' 6' 8' ,10' 12' 14'
W J ZWL'JL8 C
Max.PSF Per Deflection Table 4 offset 4 offset W O 2 w 2 t
Deflection Per Deflection Table I 0 Of W W °n m "L a
4 trX >- rUn.2 a)
1 Reserved 00 v7 � = E S E
2 Reserved
Alum.Tube Glazing Glazing ¢ w a
3 1"x 2"xYa"6063-T6 x Wall— Weil—' s ¢"'
4 Alum.Tube
2"x 2"x Ye"6063-T6 x x x 1 1
5 Alum.Tube (�
2"x 4!'x 0 - x x x Removable Pins orY'Balt S Nut [Permanent Screw J
J N
Ya"6 61 T6 Attachment with 4-#12 x 1"S ws Support Point of Storni Bar(typ.) Lo o
6 Alum.Tube Support Point of Storrs ear(typ.) N E
2"x 4"x Y"6061-T6 x x x x ALTERNATE BRACKETS CU *-.5� S
Alum.Tube 2"x 2"X 1Y"x/g" _�`� 10
o 0
7 n " n X X X X X (A CO X,J r— O`
2 xfi xY 6063-T6 ALUMINUM ANGLE
fA No 4) m
>ll.. oo, d
T
Alum.Tube w CD`
8 2"x 6"x y"6061 T6 x x x x X x I. x Offset Coa o of)i aD v
Alum.Tube c o CD m CD o.
9 2"x 80 XYa"6061-T6 X x xx x CC, CD
x x x E � C m v
= ¢�
STORM BAR NOTES: Wall m e N
1. The storm bar system is designed to achieve deflection and may utilize one
or more storm bars.The offset may be increased with blocking at the F-
support.
O�t1i151!!!!!I
2. Storm bars may be positioned horizontal,vertical oras required. Glassnds closed with a vinyl cap o ooaoRE.BFR°'.
3. The storm bar bracket may be permanent or removable and attached to the .� �c 0,,0E AF,
structure using two(2)approved Y4 inch anchors. Refer to pages 8-12.
2"x 6"Aluminum Tube No 09814
4. Use"Deflection"span and positive wind pressure to determine the (Optional)
minimum separation between screen and glazing. ¢
.
5. Use"anchor STATE OF 40�
span and negative wind pressure to determine fastener size STORM BAR&BRACKET .'A' a,.
and spacing. Aluminum"H"Bracket I Y I 'y} s�-!,.,�0�RSo,.P�,` �
6. Storm Bars#3,#4,#5,and#6,screen width supported by storm bars shall q,r!` l00o`
be equal to span or 6'maximum. For screens wider than maximum width
use multiple storm bars. THEooOJO BERMAN.P.E.
7. See Table D-1.1 on Sheet 7 of 12. 3"Clevis 77/172077
2" Pin Zinc DATE: 01/03/11
REV. 12/12/2017
DATE:
DWG#: 201-2010
Cotter Pin Zinc
BRACKET 6063-T6 SCALE: N.T.S.
SHEET: 5 of 12
NOTES: a E
MULLION MULLION SELECTION CHART 1. All mullions to be Aluminum 6061-T6. W z 20 08
2. Mullion shall not be used within Wind Zone 4,High W -j W o 00 (D
Type Size PSF Velocity Hurricane Zone and Essential Facilities. U IXW o ct) o
Cn HT 35 45 55 65 75 90 110 3. All Screws&Fasteners shall be corrosion resistant. 0 (0 v N a)Do o
A 4 X 4-1/4" 12' B C C C C --- -- 4. Larger dimension of Mullion shall be perpendicular to O O to = E to m
B 4 x 6-1/4" 11' B B C C C C --- Screen. O-'T m
C 4 X 8-1/4" 10' B B B B B C C 5. Mullion shall be used with Screen on both sides,not ¢ _ �N N
9' B B B B B B . C isolated or comer.
MAX. SCREEN WIDTH 8' A A B B F B B B
7' A A A A A B B
PSF 65 75 1 90 110 6' A A A A A A A 3000 PSI Concrete rJ
5' A A A A A A A or Grout Filled JN
WIDTH 16' 15' 13' 12' 4' A A A A A A A
CMU. N LD o
See Mullion Connection Detail. r-— E
2 N
';0 Housing .Ll CO C7 n N
'@�0 J on o
TABLE A ( 3,000 PSI Concrete) CL
¢ o (1).e 00 CL
LCO
� CO
7'O CO D 7
Mullion t° Q 0 m o 0
Anchor Detail Min. Emb. Fastener Detail ° g '�
E 15E
Type Mullion ro °: ns
A* 4 x 4-3/16"6063-T6 Alum. Clip Angle(4)1/4"Tapcon 14 (4)4'-14 Teks
Ln
B* 4 x 6-3/16"6063-T6 Alum. Clip Angle(8) 1/4"Tapcon 1 a' (6)4'-14 Teks
C** 4 x 8-3/16"6063-T6 Alum.Clip Angle(8)3/8"LDT Anchor 3 (6)J"-28 Teks F-
1 See Mullion Connection Detail. otsasetrs:"
*A&B:2"x Depth of Mullion x 16"6063-T6 Alum. Clip Angle. %%ooORE eF''�.,
**C: 8" 5 n n 6063-T6 Alum. Clip Angle 1 from edge of steel and 6u e��` .0 E At S<�9�l9
x Depth of Mullion x-16
1 O.C. No ose,a '•2
3000 PSI Concrete �. t
uIlion =fl
Be Table A Anchor Detail.
STA
TE OF ,-Oj
® ® ® MULLION ELEVATION •sCoP �;:�
I�WIDTH--I r--WIDTH—
THEODORE BERMAN,P.E
09814
NO.=
77/17!lD17
0 ® 0 0 ROLL-UP ROLL-U
�Z DATE: 01/03/11
I I Ell I CD
= ULLION REV. 12/12/2017
Mullion mounted to DATE:
top 8,bottom For Alum.Clip Angle see Table A
IL DWG#: 201-2010
or into Grout
Filled CMU. See Table A Fastener Detail.
SCALE: N.T.S.
MULLION DIAGRAM
MULLION CONNECTION DETAIL SHEET: 6 of 12
Lo
0
p, dr� E
Rh=W'U2 W J c 0 Jo v
LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM Rv=W'(L^2)/(DEFLECTION) LU -J w o u- �
Rh=PERPENDICULAR LOADS PLF TENSION=(Rh Rv^2^0.5' °7
( ) Rv=PARALLEL LOADS(PLF) ( ) 0 Of H 0�`o m r-
Span Span PRESSURE(PSF) Span Span PRESSURE(PSF) U) (0 m D o
In feet in inches 35 psf 45 psf 55 psf 65 psf 75 psf 90 psf 110 psf in feet in inches 35 psf 45 psf 55 psf 65 psf 75 psf 90 psf 110 psf Rv O U) O=
3 ft. 36 in. 53 68 83 98 113 135 165 3 ft. 36 in. . 154 1 167 186205 221 238 256 Rh W a"
4 ft. 48 in. 70 90 110 130 150 180 220 4 ft. 48 in. 206 223 248 273 295 317 342 = 04
5 ft. 60 in. 88 113 138 163 188 225 275 5 ft. 60 in. 257 278 310 341 369 396 427
6 ft. 72 in. 105 135 165 195 225 270 330 6 ft. 1 72 in. .309 334 372 410 443 475 512
7 ft. 1 84 in. 123 158 193 228 263 315 385 7 ft. 84 in. 360 390 434 478 517 555 598
8 ft. 96 in. 140 180 220 260 300 360 440 8 ft. 96 in. 412 446 495 546 591 634 683 Span Deflection
U
9 ft. 108 in. 158 203 248 293 1 338 405 495 9 ft. 108 in. '463 501 557 614 664 713 . 769. Pressure PSF J o
10 ft. 120 in. 175 225 275 325 375 450 550 10 ft. 120 in. 515 557 619 683 738 792 854
11 ft. 132 in. 193 248 303 358 413 495 605 11 ft. 132 in. 566 613 681 751 812 871 939 r- o E
12 ft. 144 in. 210 270 330 390 450 540 660 12 ft. 144 in. 618 688 743 819 886 951 1025 @ * - 0 c�
13 ft. 156 in. 228 293 358 423 488 585 715 13 ft. 156 in. 669 724 805 888 960 1030 1110 Rh Z o U)
14 ft. 168 in. 245 315 385 455 525 630 770 14 ft. 168 in. 721 780 867 956 1033 1109 1196 Rv 0 m co 2
15 ft. 180 in. 263 338 413 488 563 675 825 15 ft. 180 in. 772 835 929 1024 1107 1188 1281 (n N LL v CL
a
16 ft. 192 in. 280 360 440 520 600 720 880 16 ft. 192 in. 824 891 991 1092 1181 1268 1366 Q Q)t°D m
•D :S = U 1 U
co Q0M6 p
C O - o.
r6 CD
E U 5
Lo
M Q)N
TABLE D-1.1 -n
Hemcord Deflection Table °)
F-
Span Span Deflection in inches
in feet in inches 30 psf 40 psF 50 psf 60 psf 70 psf 90 psf 110 psf
2ft. 24 2.0 2.1 2.3 2.5 2.6 3.0 3.4 .` �:'GENS• %
3 ft. 36 3.0 3.2 3.4 3.8 4.0 4.6 5.1 zNo 09614
4 ft. 48 3.9 4.3 4.5 5.0 5.3 6.1 6.8 o fa
5 ft. 60 4.9 5.3 5.7 6.3 6.6 7.6 8.5 z-33. STATE OF
6 ft.4 in. 76 6.2 6.8 7.1 8.0 8.4 9.7 10.8 .o �4�.e
7 ft.4 in. 88 7.2 7.8 8.3 92 9.7 11.2 12.5' s.[p e 1 o�P ���
kvz-
8 ft.4 in. 100 8.2 8.9 9.4 10.5 11.0 12.7 14.2 ' "v`' �
9 ft.4 in. 112 9.2 10.0 10.5 11.8 12.3 14.2 15.9
10 ft.4 in. 124 10.2 11.0 11.7 13.0 13.7 15.7 1 17.6 THEODORE BERMAN.P.E.
NO.09814
11 ft.4 in. 136 11.2 12.1 12.8 14.3 15.0 17.3 19.3 IVIMO17
12 ft.4 in. 148 12.1 13.2 13.7 15.5 16.3 18.8 21.0
13 ft. 156 12.8 13.9 14.7 16.4 17.2 19.8 22.2 DATE: 01/03/11
14 ft. 168 13.8 15.0 15.8 17.6 18.5 21.3 23.9 REV. 12/12/2017
15 ft. 180 14.8 16.0 16.9 18.9 19.8 22.9 25.6 DATE:
16 ft. 192 15.7 17.1 18.0 20.2 21.2 24.4 27.3
DWG#: 201-2010
NOTE:Deflection is the minimum glass separation measured at mid span of the screen and subject to rational analysis. SCALE: N.T.S.
SHEET: 7 of 12
TABLE 1 ANCHOR SPACING o
CONCRETE,3000 PSI-%4'ANCHORS a E
TABLE 2 ANCHOR SPACING Z � c c., o
Anchor Min. Min. Pressure Span Anchor Min. Min. Pressure Span w ; z t; rn
Embed. E.D. (psf) to 48^ to 76• to 100°to 124"to 148° = Embed. E.D. (psf) to 48' .to 76^ to 100° to 124°to 148" v of w,w of o 0 a- 0
30(psfl 6" 6' 6" 6" 6" z Z 30(psf) 12" 12" 12" 12" 12° O F_j U y aoi - N`o
40(psf) 6° 6" 6° 6" 6' V U .
SSB"ITW 40(psf) 12" 12" 12" 12^ 12° O O cn W S m e=E
N Yo•DiA x 1%° 1%" 2 Y" 60(Psfl 6" 6" 6° 6' 4" y' BUILDEX XL 21 2�. 60 s 12" 12" 6" 6° 6" U O� m
0 SS TAPCON d SERIES 4° 1B (P Q W N a
O 90(psf) 6" 6" 4" 4" 4' c TAPCON 90(psf) 12" 6" 6" 6° — = Q 1n
Z 110(psf) 6° 6" 4° 4" 4" c� 110(psf) 12" 6• 6' 6' —
Q 30(psf) _ 6° 1 6" 6^ 6° 6"
Ya•DIA.X2Ya" 40(psf) 6" s" 6' 6' s° TABLE 3 ANCHOR SPACING
PANELMATE
W (INSTALL PER 13/4.. 2 Y" 60(psf) 6" 6' 6" 6' 4• to Min. Min. Pressure Span U
F- PANELMA7E Anchor
W INSTRucnoNS) 90(psf) 6" 6' 4" 4' 4^ O Embed. E.D. (pSf) to 48" to 76' to 100" to 124" to 148° to 168' to 192" J o
d
Z 110(psf) 6" 6' 4" 4' 4" Z 30(pSf) 12' 12' 12" 12' 12' 12° 12" - N O— E
V Yo"ELCO 30(psf) 12° 12° 12" 12° 6" Q %DIA.410 40(psf) 12" 12' 12" 12" 12• 12" 12" M 3k C:)
0
V5 CRETE FLEX 40(psf) 12" 12" 12" 6" 6" sS�y WEDGE ERS 3" 4" 60(pSf] 12" 12" 12" 12" 12° 12" 12" o p
IL 410 AL 2" 2 Y' 61)(psf) 12' 12' 6° 6° 6' to m v_j � o
CM QNSTALL PER W BOLT 90(pSf] 12" 12' 12° 12" 12' 12" 12" W N IY LL V' d
Cl) NO 12-0126.09)A 9D(PSf) 12' 6° 6° — — W 110(psf) 12' 12° 12' 12' 12' 12" 12' .D E w o (0 '5
110(psf) 12" 6" 6" — — CO �
V 30(pSf) 12' 12" 12" 12' 12' 6" 6° Q O N 'O
30(psfl 6' 6" 6" 6' 6" Z (7 m 1 o
O 40(psf) 12' 12" 6• 6' 6" 6' 6" � O M a
Y4-DIA 40(psf) 6° 6" 6" 6' 6" U Co a)POWERS E
WEDGE BOLT 1 3a, 3" 60(psf) 6' 6" 6" 6" 4" d �°LOT g ° 5" 60(pSf) 12° 12" 6° 6" 6" 6" 6° E O U LoL
41OSS 90(psf) 6' 6" 4- 4" 4" c 90(psf) 12° 12" s• s" s^ s° — 03 N
110(psf) 6• 6" 4" 4" 4" r�i 110(psf) 12' 12' 6' 6° 6• — — U°)
F_
CONCRETE NOTES:Provide longer fasteners,if required,to allow for
thickness of finishes such as stucco,plaster,siding,etc. ..oEnis4.
F9.�,9
No 09814 '•2
%9 STATE OF :
S, �CRtOGP ,�`.
THEODORE BOWAN.P.E.
NO.ON14
01=017
DATE: 01/03/11
REV. 12/12/2017
DATE-
DWG#: 201-2010
SCALE: N.T.S.
SHEET: 8 of 12
C>
TABLE 4 ANCHOR SPACING TABLE 5 ANCHOR SPACING Z:? .9'0, in
U.1 O J O
CONCRETE BLOCK(CMU) -%4" CMU AND TERRA COTTA BLOCK WIT_ H STUCCO- %4'AND%11 o w o t
20 02'
Anchor Min. Min. Pressure Span Anchor Min. Min. Pressure Span m o v o
Embed. E.D. (psf) to 48° to 76" to 100"to 124"to 148" Embed. E.D. (psf) to 48° to 76" to 100"to 124"to 148" � fn m CO O
1%^ 30(psf) 6" 6" 6° 6" 6" ELCO Ya"X 2 30(psf) 12° 12° 6° 6" 6" �U p E ID tp
g Y"DIA.X 1�/y"shall be In 0 Ya" 2 m
�� atoss 40(psf) 6" s" s" s" s° v _ 22
V c`TAPCON face shell, 2 Yz° 60(psf) CRETEFLEX 40(psf) 12" 6' 6' 6' — Q uJ x N d `�
Y o(INSTALL PER not. 6° 6" 6' 6' 4" m MASONRY 1 y° 2Y" 60(psf) 12" 6' 6' = Q
U o MIFMI-DAOE NOA mortar 90(psf) 6" 8" 4" 4" q^ _,FASTENERS
C3 N'�.,N0.0-DADE 3) - a (INSTALL PER 90(psf) 6° 6' — — — F
—1 6 joints MANUFACTURERS FF
M o rt 11 D(psf) 6" 4" 4" 4" 4" 0 INSTRUCTIONS) 110(Psf) 6' 6' — — —
IL ag
o E 1 X" 30(psf " 30(P
M) 6" 6" 6" 6" 6o� s
f1
r 12" 12" 12" 12" 12"
0a n Y.'DIA.X 2 Ya'shall be In 40(psf) 6" 6" 6" 6" 6" a 40(psf) 12" 12° 12" 12" 6° J
V 6 PANELMATE face shell, 0 CUSTOM
0 u (INSTALL PER 3" 60(psf) 6" 6" 6" 6" 4" O COUPLER IN 3 4" 60 5 12" 12" 12" 6" 6' J c
MANUFACTURERS not - v X. 60(pso _ - in CD
V INSTRUCTIONS) mortar 90(psf) 6" 6" 4" 4" 4' EPDXY 90- s to r-�- E
IE' u, 90(pso 12° 12' 6' 6" 6° j ) 0
110(psf) 6" 4" 4" 4" 4" 110(pso 12" 12" 6' 6' 6•
•Ll OMI- N.
Notes: 1.Custom fastener= 'x 2 Y2'threaded and(30455)w/Y'x 1 Yn'coupler(31656)fully Inserted 0 •15'0.J O^ p
In Y'dia.3 r,'screen tube fully filled w/SlkadurAnchorftx-4 Injection Gel. u) ND.
2.%'x 1"carriage bolt,eye bolt,or machine screw Q .O >' CD CI
CONCRETE BLOCK(CMU)NOTES: $ `- "CO '5
E) -0
•Provide longer fasteners,if required,to allow for thickness of finishes •Allowable values for Terra Cotta Block with Stucco per HTL Test report to Q a m o0
#0365-0416-06 dated 05-31-06. c o. — ch CL
such as stucco,plaster,siding,etc. � Iv L � .,�
EQ�
a�
m NiOCV
-p U rn
l'—
,,,*oORE9Q4,.
�
* NO 09814
STAT
IE OF
THEODORE BERMAN,P.E.
NO.ON16
17/172017
DATE: 01/03/11
REV. 12/12/2017
DATE:
DWG#: 201-2010
SCALE: N.T.S.
SHEET: 9 of 12
Lo
SOLID GROUTED (CMU) - %4" AND %11 TABLE 6 ANCHOR SPACINGz Z) E
cc 00
wJ Z� JpOj C
Min. Min. Pressure Span M;n, Min. Pressure Span o LU o s o a
Anchor Anchor Embed. E.D. c0 tY H t5 m
3 b
Embed. E.D. (psf) to 48" to 76" to 100" to 124"to 148" (psf) to 4a" to�6' to 100° to 124° to 148° to 166" to 192° p U N, a1 v
30(psf) 12' 12" 12' 12" s" 30 0 0 } U — m ^E
3;•ASTM 304-316 (P 12" 12' 12" 12" 12' 12" 12' O O U _
2 ya" 3 Y" U E co m
Y•DIA.X 1 Y4" 40(pSf) 12" 12" 12' 6" 6" SS THREADED 40 S O
410 SS TAPCON shall I)@ In U OD IN EPDXY Shall be (P 12" 12" 12° 12° 12" 12' 12' Q W W
(INSTALL PER face,not 2 y" 60(psf) 12' 12° 6' 6' 6' Q /SS COUPLER In face 12„ 60(psf) 12' 12' 12" 12" 12" 12° 12" _ <N 2$
MANUFACTURER'S mortar W ND EYEBOLT hell,not Q
INSTRUCTIONS) 90(PS0 12" 6° 6' — — F INSTALL PER mortar 90(PSO 12" 12• 12" 12" 12" 6° 6' ?�
joints Q UFACTURER'S jolntS
110(psf) 12• s° s• — — NSTRUCTIONS) 110(psf) 12' 12' 12• 12" s• s• s•
V 3 30(Pso 12' 12" 6" 6" 6° 0 2ye 30(psf) 18" 18° 18" 18" 18" 18" 18' U
Q Y,°DIA.410 SS 1 /q" 40 s j %"DIA. shall be 40 s 18' 18° 18' 18' 18" 18° 18' J
W POWERS shall be In (P � 12' 12" 6' 6' 6° O POWERS in face (P J No a
F WEDGEBOLT face,not 33/q" 60 S _ _ W WEDGEBOLT shell, 4" 60(psf) 18° 18' 18" 18" 1B" 18° 18' to 0
M (INSTALL PER (P 12" 6" 6 (LDT)410 SS in t�
MANUFACTURER'S mortar (spacing per lest 904 not 90(PSf) 18' 18' 18° 18" 18• 12' 12° � N O O
INBTRucnol4s) joints 90(pSf) 6" 6° — — — dated 12-7-07) mortar (B 3k=v Q
Q 110(psf) s" s° — — — joints 110(psf) 1e° 18° 18° 18• 12" 12' 12' 'u o U c� ^ y
U) 30(psf) 12• 12" 6' s• 6° SOLID GROUTED CMU NOTES: of N L v a
2" •S Spacing for fasteners used in testing are shown at spacing used in tests 0 00
shall be in 40(psf) 12" 6° s" s" — p g 9 P 9
CRETE-OFLEx face,not 2 Y" so(Psf) 1z• s• s• _ _ •Spacing for all other fasteners calculated with SF=3 min. 10 a c�m o 0
41O SS mortar 0 CL
joints 90(psf) 6° s" — — — m a1 E
110(psf) 6" 6" — — — ,L) Q
tb N N
17 U rn
N
SOLID GROUTED CMU NOTES: t'
•Provide longer fasteners, if required,to allow for thickness of finishes ,i+°1y°17sr,
such as stucco plaster,siding,etc. <c.•�cEIV11
s
No 09814 �2^�
3•o °
STATE OF ,'4�
THEODORE BERMAN,P.E.
NO.D9a14
17/17!1017
DATE: 01/03/11
REV. 12/12/2017
DATE:
DWG#: 201-2010
SCALE: N.T.S.
SHEET: 10 of 12
O
TABLE 7 ANCHOR SPACINGW =o M o
1 n 5/16"
n 3n 1n 0W2O W 2LLaa?? a01i
WOOD SYP #2 -/4 and /s WOOD SYP #2 -s and z L Lu W t ,
F- W. � � 21
Anchor Pico DO
Min. in. � N m
Embed. E.D. (psf) Anchor Embed. E.D. (psf) IuuIz-f1qvIV/ g OU 0O v E coo m
Q W N(L v
74-DW-
ANELMATE
(INSTALL PER ¢ y
d
MANUFACTURER'S I Y. 9 N
INSTRUCTIONS) �4" �4 — Yy°Into
p Y."DIA.SS
(VALUES PER N LAG SCREWS 2" stud or
NDS FOR WOOD `
N CONSTRUCTION) _ - - 0 - - - -
TAPCON O
N (INSTALL PER Lr) O
oMANUFACTURER'S ,(�4 3�4" N O E
INSTRUCTIONS) - N *•_ V
3 (VALUES PER - - - �'DIA.SS Y2'Into U C CO M
NDS FOR WOOD -3" stud or — g CD '�
LAG SCREW lintel — — — — N N _j v a
CONSTRUCTION) � •O LL O O
QNN
O Do
w O ..-
o Q 10 Co v
DIA.SS
m If, O
LAGSCREWS2" into stud — C o C` •- o
or lintel 2"into 15 5 t m
LAG CREW 7 DIA.SS *3" side t w0-. Q 2
grain N
98(PSD M N N
o U rn
1 CD
1 y" 40(ps
LL _
AG CREWS 2" into stud60 — -% ,
or lintel98(F51) `,�� 0� NeF9t.��e
No 09814 X92
WOOD SYP#2 NOTES: ro E
•Provide longer fasteners, if required,to allow for thickness of finishes eg; STATE of 4u '
such as stucco,plaster,siding,etc. %e 0 R t.o P," �;��
•Design as per NDS 2015. r,,- :•��'"'^ '�
__ 4n,"litot,
•*Lag Anchor to be fully embedded.
THEODORE BERMA I P.E.
•Douglas Fir-Larch alternate acceptable wood type. NO.DW14
•Note to Installer:-1"Lag Screw does not have available hole plug for side 17/122017
rail. DATE: 01/03/11
DATE: 12/12/2017
DWG#: 201-2010
SCALE: N.T.S.
SHEET: 11 of 12
METAL -%4" TABLE 8 ANCHOR SPACING C)
0
a. c v E
Anchor Min. Min. Pressure Span w
Iz 20LL081
Embed. E.D. (pSq to 48" to 76" to 100"Ito 124"to 148"to 168" to 192" o: O 2 w o r'-
METAL NOTES: 0 w w W o U U
30(psf) 6^ 3" 3- 3" — — — a Minimum 3 pitch shall extend past metal substrate. a)o F-i �0 a o
' 40(psf) 6" 3° 3° 0 } rn p:pp.�
OOrn �2 E
n rn Ya°-14 TEKS — -" — -- E
� m
w O SELF-TAPPIN 60(psf) _ _ U
C9(D SCREWS 90(PSS — — — — — — — ¢_ ¢N v
N 110(Psf) — — — — — — —
Ya"-14 TEKS 30(psf) 6° 6" 6" 6" 6" 6° 6^ ~
SELF-TAPPIN
LU oSCREWS 40(psf) 6" 6" 6" 6° 6" 6" 6" ()
w 60(psf) 6" 6" 6" 6° 6" 6" 6° —�
(spacing per —� CD
m test#01 dated 90(psf) 6^ 6" 6" 6" 6" 6" 6" vj LO C
O
2-8-OB) 110(psf) 6° 6^ 6° 6" 6" 6" 6" N N O*.5 d R
30(psf) 12" 12" 12" 12" 12" 12" 12" UO o co COmo �
40(psf) 12" 12" 12" 12" 12" 12^ 12" 0) N Of-j v `p
w Y"14 TEKS C
SELF TAPPIN 60(psf) 12" 12" 12" 12" 12" 12" 12" Q 0 t 00 0
U (O
SCREWS 90(pso 12" 12" 12° 12" 12" 6" 6" m Q 0m w o
110(psf) 12" 12" 12" 12" 6" 6" 6" c o
w 30(psf) 12° 12" 12" 12" 12" 12" 6" E
40(psf) 12° 12" 12" 12" 12" 6" 6"
a) Q
U) Ya'14 TEKS C17 r N
SELF-TAPPIN 60(psf) 12" 12" 12" 6" 6" 6" 6" a U o)
SCREWS 90(pso 12" 12" 6" 6" 6" 6" 3^ H--
'm 110(psf) 12" 12" 6" 6^ 6" 3" 3" .001111614;1",
30(Fsfl 12" 8" 6" 6" 3" 3" 3° `,��`��G�O p E A1,9
40(psf) 12° 6" 6" 3" 3" 3" 3" 92 i
Z f Ys-14 TEKS SS No 09814
SELF-TAPPING 60(psf) 6° 6" 3" 3" 3"
SCREWS 90(psf) 6" 3" 3" 3" — STATE OF .44/.Z
110(psf) s" 3° 3°
s•..oRto.• �>
30(psf) 12" 6" 6" 6" 6" 6^ 6"
? Ya"-14 TEKS SS 40(psf) 12° 6" 6° 6° 6^ 6^ 6" �411111111110���
SELF-TAPPINGTHEODORE BERMAN,P.E.
60(pSf) 6° 6" 6" 6" 6" 3" 3" NO.M814
SCREWS 1211212017
90(psf) 6" 6° 6" 6° 3" 3" 3"
110(psf) s" s° s" 3" 3" 3" 3" DATE: 01/03/11
REV. 12/12/2017
DATE:
DWG#: 201-2010
SCALE: N.T.S.
SHEET: 12 of 12
3000 PSI CONCRETE ANCHOR SPACING IN INCHES
Anchor Description Min Min. Pressure Span
Embed istane (Psi) 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 23' 24'
Manufacturer Part Number 48-160' 72" 84" 96°1108"1120"132"144"156"168'180"192°204-12116"1228'240°252'264'276"288"
40(psf) 24 24 24 24 24 24 18 18 18 12 12 12 12 12 12 12 9 9 9 9 9
Wedge Bolt or LDT,410 SS 2" 4" 50(psf) 24 24 24 24 24 18 18 12 12 12 12 12 12 9 9 1 9 9 9 6 6 6
60(psf) 24 24 24 24 18 18 12 12 12 12 12 9 9 9 9 1 6 6 6 6 6 6
70(psf) 24 24 24 18 18 12 12 1 12 12 12 9 9 9 9 6 1 6 6 6 6 6 1 6
90(psf) 24 24 18 18 12 12 12 9 9 9 9 6 6 6 6 1 6 6 6 x x x
Powers 7705 110(psf) 24 18 18 12 12 12 9_79 9 6 6 6 6 6 6 1 x x x x x x
130(psf) 18 18 1 12 1 12 9 9 1 9 6 6 6 6 6 x x x x x x x x x
40(Psi) 24 1 24 124 124 24 24 24 24 18 18 1 18 18 12 12 12 12 12 12 12 12 9
Wedge Bolt or LDT,410 SS 2 y" 4 y^ 50(psf) 24 24 24124 24 24 18 18 18 18 12 112 12 12 12 12 9 9 9 9 9
60(psf) 24 24 24 24 24 18 18 18 12 1212 12 12 12 9 9 9 9 9 9 6
70.(psf). 24 24 24 24 18 18 18 12 12 12 12 12 9 9 99 9 9 1 6 6 6
90(psf) 24 24 24 1 18 18 12 12 12 12 12 9 9 9. 9 6 6 6 6 6 6 6
Powers 7706 110(psf) -24--2-4 18 18 12 12 12 12 9 9 9 9 6 6 6 6 6 6 6 x x
130(psf) 24 18 18 12 12 12 9 9 9 6 6 6 6 6 6 6 x x x x x
SOLID GROUTED CMU ANCHOR SPACING IN INCHES
Anchor Description Min, Min' Pressure San
Embed. Edge (Psfl 4' S' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 1T 18" 19' 20' 21' 22' 23' 24'
Manufacturer Part Number 48° 60" 72° 84" 96" 108°120'132"144°156"168"180"192'204'216"228"240"252"264°276"288"
40(psf) 24 24 24 24 24 24 24 J18 18 18,'12112 112 12 12 12 112 9 9 9 9
Wedge Boit or LDT,410 SS 2 y" 4" 50 psf) 24 24 24 24 24 18 W 18 12 12 12 12 112 12 12 9 1 9 9 9 6 6
60(psf) 24 24 24 24 18 18 18 12 12 12 12 12 9 9 9 9 9 6 6 6 6
e" 70(psf) 24 24 24 24 18 18 12 12 12 12 9 9 9 9 9 6 6 6 6 6 6
90(psf) 24 24 18 18 12 12 12 12 9 9 9 9 6 6 6 6 6 6 6 x x
Powers 7706 110(psf) 24 24 18 12 12 12 12 9 9 9 6 6 6 6 6 6 1 x I x x x x
130(psf) 24 18 112 12 12 9 I 9 9 6 6 6 6 6 x x x x X x x X
HOLLOW BLOCK CMU AND TERRA COTTA BLOCK WITH STUCCO ANCHOR SPACING IN INCHES
Anchor Description Min. dine Pressure Span
Embed. Edge e sf) 4 5'. 6' 7' 8' 9' 10' 11' 12' 13' 14'115-116' 17' 18'119'120' 21' 22'123-124!
Manufacturer Part Number 48' 60' 72" 84" 96" 108'120°132"144'156°168.1180"192'204'216-1228"1240'252'264-1276-1288-
Epoxy System:Plastic Umbrella 40(psf) 24 24124 24 18 18 12 12 12 12 '12 9 9 9 9 9 6 6 6 6 6
with SS Threaded Insert 3 y" 4" 50(psf) 24 24 24 18 18 12 12 12 12 9 9 9 9 6 6 6 6 6 6 6 6
(All 303/316 SS) 60(psf) 24 24 18 18 12 12 12 12 9 9 9 6 6 6 6 6 6 6 x x x
X Red Head HBU-38 AS#141492 with Threaded 70(psi) 24 24 18 12 12 12 12 9 9 9 6 6 6 6 6 6 6 x x x x
Rod AS#141492,Coupler AS#141460 90(psf) 24 18 12 12 12 9 9 6 6 6 6 6 6 x x x. x x x x x
110(psf) 18 18 12 12 9 9 6-1-6 6 6 6 x x x x x x x x x x
130(psf) 18 12 12 9 9 6 6 6 6 x x x x x x x x x I x I x X
HOLLOW BLOCK CMU AND TERRA COTTA BLOCK WITH STUCCO NOTES:
1. Allowable for Terra Cotta Block with Stucco values per HTL Test Report#0365-0416-06,dated 05/31/06.
2. Epoxy equal to Adhesives Technologies Ultrabond.
WOOD SYP#2(0.55 SG) ANCHOR SPACING IN INCHES
Anchor Description Min. Min' Pressure Span
Embed istanc (psf) 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 23' 24'
Manufacturer Part Number 48' 60" 72" 84" 96" 108°120"132"144'156"168"180-1192'204°216"1228"240"252"264°276"288"
Hex Lag Screw SS or 40(psf) 24 24124 24 24 18 18 12 12 12 12 12 12 9 9 1 9 9 9 6 6 6
Hanger Bolt with Threaded 3" y„ 50(psf) 24 24 24 24 18 18 12 12 12 12 12 9 9 9 9 9 6 6 6 6 6
Coupler(All 303/316 SS) 60(psf) 24 24 24 18 18 12 12 12 12 12 s 9 s 6 6 6 6 6 "66
AS#141516 orAS#141538 with AS#141100 gp(psi) 24 24 18 18 12 12 12 12 12 9 9 9 6 6 6 6 6 6(psf) 24 18 18 12 12 12 12 9 9 9 6 6 6 6 6 6 x x- I> 110(psf) 24 18 12 12 12 12 9 9 66 6 6 6 6 x x x x 130(psf) 18 12 12 12 9 9 6 6 6 6 6 x x x x x x xxxx
WOOD SYP 92(0.55 SG)NOTES:
1. Lag anchors to be fully embedded.
2. Caulk or sealant Is recommended all penetrations Into a wood substrate.
3. Design as per NDS 2005.
4. Douglas Fir-Larch Is an acceptable alternate.
ALUMINUM ANCHOR SPACING IN INCHES
Anchor Description Min. Fain Pressure Span
Embed. iEdge (psf) 4 5 6' 7' 9' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24'
Manufacturer Part Number 48" 60° 72° 84" 96° 108°120"113Z'144"156'168"180-1192"204'216"228"1240-252°264°276'288-
40(psf) 24 18 12 12 12 12 9 9 9 6 6 6 6 6 6 6 x x x x x
2 Y"-14 TEKS Self Tapping }" 50(pst) 18 18 12 12 9 9 9 6 6 6 6 6 6 x x x x x x x x
z IT Screw 60(psf) 18 12 12 9 9 9 g66 6 6 x x x x x x x x x x x
070(psf1 12 12 12 9 9 6 6 x x x x x x x x x xx x
F- 90(psf) 12 12 9 6 6 6 x x x x x x x x x x x x x
110(psf) 12 9 6 6 6 x x x x x x x x x x xx
130(psf) 9 6 6 6 x x x x x x x x x x x x x x x
ALUMINUM NOTES:
1. Screws shall extend past metal at leasty".
2. Edge distances and embedments are minimums. Gary D owuq �w11�.° ARMOR SCREEN
°;v ==EnE Engineering Review By: SERIES 2000
Foreman °PoI=m
NOTES FOR ALL: B0EC6B1moEe'=F " HURRICANE PROTECTION
ova
1. Provide longer fasteners,If required,to allow for thickness of non-structural ARMOR SCREEN CORP.
finishes such as stucco,plaster,brick,stone,siding,etc. 2744 Hillsboro Road
2. All anchor holes to be clean and dust free before inserting intended anchor. West Palm Beach,FL 33405
3. Anchor spacing subject to rational analysis. (561)841-8890 www.armorscreen.com
4. All anchors to be as specified or equal. Gary D Foreman PE Date: 04/26/10 1 Rev.Date: JAS Ref.1001
5-8-2019 FL PE 57343 Scale: Not to Scale I Page: 1 of 1
e 4 Technology O O o , ! f Qo a e 1 1
Specifically@' ° •I Ir use in cass-efteancl staiiclarclactable • ° onty
SuneaTm RTS CMO @ 0. Y
Radlo Technology Somf7r
*525A2 CMO 1114230 **525A2 CMO 1114232
*535A2 CMO 1047318 **535A2 CMO 1114231 Radio Technology Somfyo(RTS)
ows for
*550112 CMO 1118167 **550R2 CMO 1118168 wireless radio control of motorizeld window
coverings via the RTS family of controls.
Technical features
Voltage Supply AC Temperature Working Range 14°F to 104°F (-10°C to 40°C)
Index Protection Rating IP 44 Insulation Class [lass 1 for 120V
Limit Switch Type Electronic RTS Antenna Integrated into power cord.Must be at least 12.
inches and must not come in contact with metal
Limit Switch Capacity 250 Turns
Wiring Parallel wiring allowed in accordance with NEC
and local electrical codes
L1 32 max.
18 o95
L2
m o 0
29.6
Center Line of Override Shag `
HEX.275"17mm or SQUARE.23 ' mm
Performances *525A2 CMO *535A2 CMO *55082 CMO **525A2 CMO **535A2 CMO **550112 CMO
25 Nm ' 35 Nm 50 Nm I 25 Nm " 35 Nm 50,Nm
{ 120V 16OHz
' 16A A 2.1A 1.6A 2.1A ; :_2.1A
20 rpm 20 rpm : 14 rpm 20 rpm - �t 14 rpm'
1111111117 1=11 ' , I, 3 4 minutes
'•, , 433.42 MHz
Dimensions *525A2 CMO *535A2 CMO *550112 CMO **525A2 CMO **535A2 CMO **550112 CMO
';27.40 in(696mm)i27.4 6mm 27.40 in(696 mm)ii27.40 in(696 mm}x27.40 in(696 mm)127.40 in(696 mm}
26 9 i3 n(684 mm} 26.93 in(684 mm)i�26.93 in(684 mmj, 6.93 in(684 mm)Ij26.93 in(684 mm) 26.93 in(684 mm)
72ni
,'28.35 mm) 28.35 in(720 mm)il528.35 in(720 mm)i128.35 in(720 mm) 28.35 0 m)',28.35 in(720 mm)
Optional fast connector cables with NEMA plugs available in 12 ft,18 ft, 24 ft.
>r Type of cable - SJTW+ 18 in. yp
**T e of cable - sJTw + 12 ft.
fast connector male ,r hard-wired cable wlopen leads
(Do not cut fast connector cable)
r RTS _ � white=neutral
120V 160H "—A black=hot
3 conductor cable green=ground
10